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HomeMy WebLinkAboutAE001.pdfUPDNUPFEC DN DN DN DN DN STORAGE 235 SQ. FT./300 GROSS = 1 OCC. ME C H A N I C A L 24 1 3 S Q . F T . / 30 0 G R O S S = 9 O C C . BA S E M E N T TO T A L O C C U P A N T S = 1 4 O C C . 14 OCC.MECHANICAL 230 SQ. FT./300 GROSS = 1 OCC. ST O R A G E 29 6 S Q . F T . / 30 0 G R O S S = 1 O C C . MECHANICAL 561 SQ. FT./300 GROSS = 2 OCC.E LO C K E R S 16 6 8 S Q . F T . / 50 G R O S S = 3 4 OC C . LOCKERS 1668 SQ. FT./50 GROSS = 34 OCC. AS S E M B L Y FI X E D S E A T I N G 44 O C C . AS S E M B L Y FI X E D S E A T I N G 44 O C C . ASSEMBLY FIXED SEATING 35 OCC.BUSSINESS 2286 SQ. FT./100 GROSS = 23 OCC. AS S E M B L Y FI X E D S E A T I N G 10 O C C . AS S E M B L Y UN C O N C E N T R A T E D 65 5 S Q . F T . / 15 G R O S S = 4 4 O C C . AS S E M B L Y UN C O N C E N T R A T E D 40 5 S Q . F T . / 15 G R O S S = 2 7 O C C . AS S E M B L Y UN C O N C E N T R A T E D 92 6 S Q . F T . / 15 G R O S S = 6 2 O C C . ASSEMBLY UNCONCENTRATED 596 SQ. FT./15 GROSS = 40 OCC.BUSSINESS 588 SQ. FT./100 GROSS = 6 OCC. AS S E M B L Y FI X E D S E A T I N G 52 O C C . STORAGE 170 SQ. FT./300 GROSS = 1 OCC.STORAGE 187 SQ. FT./300 GROSS = 1 OCC. AS S E M B L Y UN C O N C E N T R A T E D 43 9 S Q . F T . / 15 G R O S S = 3 0 O C C . LO C K E R S 46 9 S Q . F T . / 50 G R O S S = 1 0 O C C . LO C K E R S 49 6 S Q . F T . / 50 G R O S S = 1 0 O C C . ASSEMBLY UNCONCENTRATED 163 SQ. FT./15 GROSS = 11 OCC. AS S E M B L Y UN C O N C E N T R A T E D 20 9 S Q . F T . / 15 G R O S S = 1 4 O C C . ME C H A N I C A L 17 5 S Q . F T . / 30 0 G R O S S = 1 O C C . AS S E M B L Y UN C O N C E N T R A T E D 98 S Q . F T . / 15 G R O S S = 7 O C C . ASSEMBLY UNCONCENTRATED 98 SQ. FT./15 GROSS = 7 OCC. LE V E L 1 TO T A L O C C U P A N T S = 5 4 7 O C C . 14 5 OC C . 145 OCC.107 OCC.33 OCC.38 OCC.38 OCC.38 OCC. 14 5 OC C . EE E ME C H A N I C A L 27 5 1 S Q . F T . / 30 0 G R O S S = 1 0 O C C . ME C H A N I C A L 21 7 8 S Q . F T . / 30 0 G R O S S = 8 O C C . ME C H A N I C A L L E V E L TO T A L O C C U P A N T S = 1 9 O C C . 19 O C C . EL E C T R I C A L 95 . 5 S Q . F T . / 30 0 G R O S S = 1 O C C . E E ME C H A C C E S S C A T W A L K , T Y P EXIT SIGNS 1 HOUR FIRE RATING FIRE EXTINGUISHER CABINETLEGENDE1. ALL STUD FRAMED WALLS EXTENDING TO DECK SHALL HAVE ACOUSTICAL SEALANT AT HEAD TRACK AND DECK.2. ALL RATED WALLS EXTENDING TO DECK OR STUCTURE ABOVE SHALL BE SEALED WITH FIRE RATED SEALANT AND BACKING.GENERAL NOTES SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 4:59:51 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt LIFE SAFETY PLANS AE001Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012RK / BHDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 1 6 " = 1 ' - 0 " BA S E M E N T L I F E S A F E T Y P L A N SC A L E : 1 / 1 6 " = 1 ' - 0 " LE V E L 1 L I F E S A F E T Y P L A N SC A L E : 1 / 1 6 " = 1 ' - 0 " LE V E L 2 L I F E S A F E T Y P L A N 08 ' - 0 " 16 ' - 0 " 3 2 ' - 0 " N 08 ' - 0 " 16 ' - 0 " 3 2 ' - 0 " N 0 8 ' - 0 " 1 6 ' - 0 " 3 2 ' - 0 " N UP FEC 1 1 2 2 3 3 4 4 5 5 8 8 10 10 11 11 12 12 13 13 A A B B F F N N E E AE 4 0 1 A1 D D K K G G EL E C B0 4 ST O R A G E B0 2 LO W E R F O N T B0 5 ST A I R S0 0 1 L.9 L. 9 B.4 B. 4 ME C H B0 6 EL : 89 ' - 9 1 / 2 " EL : 88 ' - 0 " EL : 88 ' - 0 " HA L L B0 1 SE C U R I T Y B0 3 L L 4. 8 4. 8 C C 9 9 M M 7 7 6 6 1. 7 1. 7 H H 4. 9 4. 9 E.2 E. 2 8. 7 8. 7 11 . 7 11 . 7 AE 4 1 8 D1 S0 0 1 B0 1 B0 2 B B02A B04 B03 CL 6' - 5 1 / 2 " 11'-9"11'-1 1/4"5'-7 1/4" CO N C C O L T Y P - S E E S T R U C T U R E 23 ' - 2 1 / 2 " 6 6 6 6r B B 6 2 WO R K S H O P B0 7 ST O R A G E B0 8 B0 8 B07 1* 6 6 6 6r 6' - 1 1/4" CL 4'-7"9'-8 1/2" 39 ' - 6 " 11'-3"11'-1 1/2" AE 4 3 6 A1 CL CL 7' - 0 " 2' - 2 " 12 " W I D E T R E N C H , SE E S T R U C T CO O R D T E R M I N A T I O N O F T R E N C H WI T H S U M P , S E E P L U M B I N G EL : - 8 " EL : - 4 " EL : - 1 2 " TR E N C H S L O P E 1 / 8 " : 1 ' 2' - 0 " 2'-0" 12 " T R E N C H , S E E S T R U C T . MI N I M U M S L O P E 1 / 8 " P E R F O O T P R O V I D E S O L I D G A L V C O V E R PL A T E S A T C O R N E R S A S S H O W N , A N D E L S E W H E R E G R A T I N G PE R S T R U C T U R A L D E T A I L . T O P OF S O L I D C O V E R P L A T E T O B E FL U S H W I T H A D J A C E N T S U R F A C E TR E N C H S L O P E 1 / 8 " : 1 ' EL : - 1 1 . 5 " AR E A O F S O L I D G A L V CO V E R P L A T E , T Y P A T CO R N E R S / J U N C T I O N S AE 4 5 1 D1 19 24 24 19 22 23 24 24 24 25 26 12' - 0" 10 ' - 0 " 2' - 0 " 3' - 6 " 4' - 0 " 3' - 6 1 / 2 " 4' - 0 " 3' - 6 " 4' - 0 " 3' - 6 " 4' - 0 " 8' - 0" 6' - 0" FF AE 4 3 6 A2 A3 1' - 0 " B05 CH A S E B0 6 a 6' - 0" 4' - 0 " 3' - 1 1 " 7' - 3" 18 ' - 5 5 / 8 " 13'-0" RA D I A L C O N C R E T E W A L L , SE E S T R U C T U R E LI N E O F R A I S E D P L A T F O R M , SE E D E T A I L S CL 5'-3 3/4" SE E S H A F T D E T A I L S F O R DI M E N S I O N S O F C H A S E 3' - 6 " 7' - 6 " 4' - 6" 2' - 4" 1 4 ' - 4 1 / 4 " 1. REFER TO LIFE SAFETY PLANS FOR INDICATION OF THE WALLS THAT ARE TO RECEIVE FIRE RATINGS.2. SEE AE101a FOR LOCATION OF ENLARGED PLANS .3. SEE AE101b AND ENLARGED PLANS FOR PLAN DIMENSIONS 4. AT ALL LOCATIONS WHERE CEILINGS ARE OPEN TO STRUCTURE ABOVE,EXTEND ALL WALLS (INCLUDING ALL STUD FRAMING, GYPSUM BOARD &INSULATION WHERE APPLICABLE TO THE METAL ROOF DECK ABOVE.5. NOT ALL KEYNOTES APPLY TO THIS SHEET.6. DIMENSIONS ARE TAKEN FROM F.O. STUD OR F.O. STRUCTURE UNLESS NOTED OTHERWISE.GENERAL NOTES SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/10/2012 9:09:49 AM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt BASEMENT FLOOR PLAN AE100Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012RKDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 8 " = 1 ' - 0 " BA S E M E N T F L O O R P L A N 0 4 ' - 0 " 8 ' - 0 " 1 6 ' - 0 " N3SEPT 10, 2012ADDENDUM 3 3 RE F . DN UP FEC FEC FEC FEC AE201aC2 AE 2 0 3 a E3 AE 2 0 1 a AE 2 0 2 a A2 E3 1 1 2 2 3 3 4 4 5 5 8 8 10 10 11 11 12 12 13 13 A A B B F F N N EN T R Y 17 9 BA P T I S T R Y CH A P E L 17 2 BA P T I S T R Y 17 0 CO R R I D O R 17 6 CO N F I R M A T I O N 17 3 CL O T H I N G 17 5 RE S T R O O M - ME N 13 2 RE S T R O O M - WO M E N 12 2 WO R K R O O M 10 6 CU S T O D I A L 10 5 CO U N S E L O R OF F I C E 11 1 PR E S I D E N T OF F I C E 11 0 BR I D E / MA T R O N 11 5 BR E A K 11 9 DR E S S I N G - WO M E N 12 3 IN S T R U C T I O N - WO M E N 12 7 DR E S S I N G - ME N 13 3 IN S T R U C T I O N - ME N 13 7 WO R K E R ST U D Y 14 4 AU D I O V I S U A L 14 1 A YO U T H 14 6 HA L L 14 0 IN S T R U C T I O N B 15 4 IN S T R U C T I O N 1 14 9 IN S T R U C T I O N A 15 9 CH A P E L 15 7 GI R L S DR E S S I N G 16 1 BO Y S DR E S S I N G 17 1 LA U N D R Y 17 4 WA I T I N G 10 2 VE S T I B U L E 18 0 LO B B Y 15 0 CO A T S 17 8 A E E AE 4 1 5 D1 AE 4 3 6 C1 AE 4 1 2 D1AE410C1 AE 4 3 0 C1 AE 4 3 2 B1 AE 4 3 5 D1 AE 4 2 7 D1 AE 4 2 6 B1 AE 4 2 5 C1 AE 4 2 3 B1 AE 4 2 1 D1 AE 4 2 2 D1 AE 4 1 7 C1 AE 4 1 6 D1 C1 AE 3 0 0 C1 AE300 AE 4 2 9 D1 AE 4 2 8 C1 C2 C3 C4 AE 4 3 1 B1 B2 B3 B4 AE 4 1 6 A1 A2 A4 A3 AE 4 2 0 A1 A2 A3 A4 AE 4 2 0 B1 B2 B3 B4 AE 4 3 1 A1 AE 4 3 1 A2 A4 A3 AE 4 0 1 B1 AE 4 2 8 B1 B2 B3 B4 AE 4 2 8 A1 A2 A3 A4 AE 4 2 8 E1 E2 E3 E5 AE 4 2 8 D1 D2 D3 D4 AE 4 3 1 C1 C2 C3 C4 AE 4 1 9 D1 A1 AE 3 0 0 A1 AE 3 0 0 AE 4 2 1 A1 A3 A2 A4 AE 4 3 1 A1 A3 AE 4 3 1 A2 A4 D D A1 AE 3 0 8 A2 AE 3 0 8 A4 AE 3 0 8 A3 AE305 A3 AE306 A1 AE306 A3 AE307 A4 AE305 A2 AE304 A1 AE304 A1 AE 3 0 5 A2 AE 3 0 5 A2 AE 3 0 9 A1 AE 3 1 0 A1 AE 3 0 9 K K G G AE 4 3 1 C4 C1 C2 C3 WO R K E R DR E S S I N G - WO M E N 12 4 WO R K E R DR E S S I N G - ME N 13 4 FO Y E R 11 6 IN S T R U C T I O N - WO M E N 12 6 CO R R I D O R 17 7 HA L L 10 3 HA L L 10 8 IN S T R U C T I O N - ME N 13 6 RE S T R O O M - ME N 10 2 B RE S T R O O M - WO M E N 10 2 A ST A I R S1 0 1 RE S T R O O M 17 1 A RE S T R O O M 16 1 A HA L L 15 8 PA S S T H R U 15 3 RE S T R O O M 14 5 RE S T R O O M 14 6 A RE S T R O O M 11 8 WA I T I N G 10 7 RE S T R O O M 11 0 B VE S T I B U L E 10 0 VE S T I B U L E 14 7 BO O T H - WO M E N 12 1 B BO O T H - ME N 13 1 B CL O S E T 14 9 A VE S T I B U L E 13 0 VE S T I B U L E 12 0 WA R D R O B E 11 4 WA R D R O B E 11 7 WA R D R O B E 11 0 A HA L L 10 4 RE C E P T I O N 17 8 HA L L 17 4 A CO U N S E L O R OF F I C E 11 2 HA L L 12 7 C HA L L 13 7 C HA L L 14 2 A HA L L 15 2 A L.9 L. 9 B.4 B. 4 D1 AE 3 0 1 D1 AE301 L L 4. 8 4. 8 C C 9 9 M M A2 AE 3 1 0 A1 AE 3 1 1 A3 AE 3 0 4 A4 AE307 AE 2 0 3 a A2 AE 2 0 0 A3 AE 2 0 0 C3 AE 2 0 0 C1 AE200A1A1AE307 A3 AE 3 0 9 7 7 6 6 1. 7 1. 7 H H 4. 9 4. 9 E.2 E. 2 8. 7 8. 7 11 . 7 11 . 7 HA L L 15 1 EN T R Y 10 1 HA L L 13 5 HA L L 12 5 CO A T S 10 1 A AE 4 1 3 E2 IN S T R U C T I O N 2 14 8 VE S T I B U L E 15 5 VE S T I B U L E 15 4 A VE S T I B U L E 17 0 A A4 AE 3 1 0 J J J A A ABA F HHH F ABA K K D D D E E E E D D D A A A B A F G G F A B A D D D C C C HHH Q P AE 2 0 2 a E1 AE 2 0 2 a E5 AE 2 0 3 a E2 AE 2 0 3 a E1 E2 14 9 14 9 A 14 6 C 14 8 146A E147 141A 15 0 A 15 0 B 157A 150C 15 3 15 4 A 159A 157B 152 15 4 16 1 B 17 1 B 17 0 A 17 0 B 173 171A 17 5 176 S1 0 1 103 17 7 179 10 2 B E180 E1 0 0 10 5 107 11 6 111 11 0 112 11 4 110B 13 2 R R 14 6 146B 14 5 AE 4 3 3 D1 AE 4 1 4 A D1 AE 4 1 4 B C1 AE 4 1 4 A B1 IN F A N T WA I T I N G 14 6 B ST O R A G E 14 6 C 161A 10 2 A C0 2 C02 C01 C01 C01 C01 C02 C01 C0 1 C0 1 C0 1 C0 2 C01 C01 C0 1 C0 1 C0 1 C0 1 C01 C01 C03 C03 C0 2 C12C12 C12C0 1 C0 1 C13C13 12 2 C02 C0 1 C0 8 C09 C09C09 14 4 C07 C07 C06 C06 C06 C05 C05 C05 C05 C05C05 C05 C05C05C05 C09 C1 6 C0 1 C1 5 C14 C1 4 C14 C1 4 C0 1 C0 4 C0 4 C0 4 C0 4 161 171 C02 T 142 18 1 ST O R A G E 18 1 CO R R I D O R 18 2 E155 17 2 AE 4 1 1 C2 C1 C3 AE 4 1 1 B2 B1 B3 AE 4 2 2 A1 A2 A3 A4 15 8 C11 174A E182 118 A4 AE 3 0 9 C10 AE 4 2 0 A5 AE 4 1 1 A3 A4 A4 AE 3 0 4 15 9 B 1 20 3 4 4 4 5 5 2 5 6 6 7 66 2 4 8 8 8 9 5 2 10 2 1 1 1 3 2 11 S2 S1 HA L L 14 2 C HA L L 14 2 B CO R R I D O R 14 6 D HA L L 15 0 A HA L L 15 0 B HA L L 15 2 B VE S T 16 2 VE S T 16 9 VE S T 13 1 C VE S T 13 1 A VE S T 12 1 A VE S T 12 1 C HA L L 10 6 B HA L L 10 9 PO R T A L 10 1 D CO A T S 10 1 B CO A T S 10 1 C CO R R I D O R 17 7 WA I T I N G 10 2 C 17 17 17 17 17 18 20 20 20 20 2020 2 20 20 20 21 21 11 9 C09 N2 A2 AE 3 1 1 A1 AE 3 0 1 A1 AE 3 0 1 174 IN S T R U C T I O N D 12 7 B IN S T R U C T I O N D 12 7 A AE 4 3 6 A4 A5 IN S T R U C T I O N D 13 7 A IN S T R U C T I O N D 13 7 B GI R L S DR E S S I N G 16 1 B BO Y S DR E S S I N G 17 1 B SH O W E R 16 1 C SH O W E R 17 1 C 11 10 PO R T A L 17 9 B 106 AE 4 3 6 C2 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 17 17 17 4 12 17 AE 4 3 1 D3 AE 4 3 1 C5 N1 N1 10 1 AE201bC2 AE 2 0 1 b A2 AE 2 0 2 b E1 AE 2 0 2 b E2 AE 2 0 2 b E3 AE 2 0 2 b E5 AE 2 0 3 b E3 AE 2 0 3 b E1 AE 2 0 3 b E2 AE 2 0 3 b A2 N2 N3 N3 10 1 1. REFER TO LIFE SAFETY PLANS FOR INDICATION OF THE WALLS THAT ARE TO RECEIVE FIRE RATINGS.2. SEE AE101a FOR LOCATION OF ENLARGED PLANS .3. SEE AE101b AND ENLARGED PLANS FOR PLAN DIMENSIONS 4. AT ALL LOCATIONS WHERE CEILINGS ARE OPEN TO STRUCTURE ABOVE,EXTEND ALL WALLS (INCLUDING ALL STUD FRAMING, GYPSUM BOARD &INSULATION WHERE APPLICABLE TO THE METAL ROOF DECK ABOVE.5. NOT ALL KEYNOTES APPLY TO THIS SHEET.6. DIMENSIONS ARE TAKEN FROM F.O. STUD OR F.O. STRUCTURE UNLESS NOTED OTHERWISE.GENERAL NOTES SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/27/2012 10:52:38 AM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt LEVEL 1 FLOOR PLAN AE101aIndianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012RK / BHDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 8 " = 1 ' - 0 " LE V E L 1 F L O O R P L A N 1RECESSED FIRE EXTINGUISHER CABINET 2DRINKING FOUNTAIN 3DESK 4COUNTER TOP 5LOCKERS 6ALTAR 7BAPTISTRY FONT 8SEATING 9PULPIT 10FLOOR DRAIN 11SHOWER STALL 12MOP AND BROOM HOLDER 13METAL LADDER TO AV CATWALK 14METAL LADDER TO WEST ATTIC 15METAL CATWALK 17FINISHED HOLE IN COUNTERTOP WITH METAL RING. 6"AT RESTROOMS/DRESSING, 3" AT WORKROOM 18MARKERBOARD CABINET 19MARKERBOARD/TACKBOARD 20CORNERGUARD 2118" DEEP ADJUSTABLE METAL SHELVING 22WORK TABLE 23METAL STORAGE CABINET, LOCKABLE 24ADJ METAL SHELVING 25FABRIC/WALL COVERING RACK 26CARPET RACK 271-HOUR RATED DUCT CHASE - PTN TYPE HKEYNOTE: 0 4 ' - 0 " 8 ' - 0 " 1 6 ' - 0 " N1AUG 27, 2012ADDENDUM 1 1 DN UP FEC FEC FEC FEC 1 1 2 2 3 3 4 4 5 5 8 8 10 10 11 11 12 12 13 13 A A B B F F N N E E D D K K G G GI R L S DR E S S I N G 16 1 BA P T I S T R Y 17 0 BO Y S DR E S S I N G 17 1 CL O T H I N G 17 5 BA P T I S T R Y CH A P E L 17 2 EN T R Y 17 9 WA I T I N G 10 2 ST A I R S1 0 1 LA U N D R Y 17 4 IN S T R U C T I O N A 15 9 IN S T R U C T I O N B 15 4 PA S S T H R U 15 3 LO B B Y 15 0 IN S T R U C T I O N 1 14 9 WO R K E R ST U D Y 14 4 AU D I O V I S U A L 14 1 A YO U T H 14 6 RE S T R O O M 14 6 A RE S T R O O M 14 5 RE S T R O O M - ME N 13 2 RE S T R O O M - WO M E N 12 2 WO R K E R DR E S S I N G - ME N 13 4 WO R K E R DR E S S I N G - WO M E N 12 4 IN S T R U C T I O N - WO M E N 12 6 IN S T R U C T I O N - ME N 13 6 DR E S S I N G - ME N 13 3 DR E S S I N G - WO M E N 12 3 BR I D E / MA T R O N 11 5 RE S T R O O M 11 8 BR E A K 11 9 CO U N S E L O R OF F I C E 11 2 CO U N S E L O R OF F I C E 11 1 PR E S I D E N T OF F I C E 11 0 RE S T R O O M 11 0 B WO R K R O O M 10 6 CU S T O D I A L 10 5 VE S T I B U L E 10 0 RE S T R O O M - ME N 10 2 B RE S T R O O M - WO M E N 10 2 A VE S T I B U L E 18 0 CO A T S 17 8 A CO N F I R M A T I O N 17 3 HA L L 15 8 VE S T I B U L E 15 5 VE S T I B U L E 14 7 IN S T R U C T I O N - ME N 13 7 IN S T R U C T I O N - WO M E N 12 7 CH A P E L 15 7 WA I T I N G 10 7 RE S T R O O M 17 1 A RE S T R O O M 16 1 A FO Y E R 11 6 BO O T H - ME N 13 1 B BO O T H - WO M E N 12 1 B CO R R I D O R 17 7 CO R R I D O R 17 6 HA L L 10 8 HA L L 10 3 CL O S E T 14 9 A VE S T I B U L E 13 0 VE S T I B U L E 12 0 IN S T R U C T I O N D 13 7 A IN S T R U C T I O N D 13 7 B IN S T R U C T I O N D 12 7 B IN S T R U C T I O N D 12 7 A HA L L 12 7 C HA L L 13 7 C WA R D R O B E 11 4 WA R D R O B E 11 7 WA R D R O B E 11 0 A HA L L 10 4 HA L L 17 4 A RE C E P T I O N 17 8 HA L L 14 2 A HA L L 15 2 A 3'-8 1/2"1'-4"1'-6"29'-9"24'-5"3'-9"25'-3 1/2"3'-4"1'-11"25'-11"26'-3 1/2"1'-6"1'-5"3'-8 1/2" 5' - 8 " 1' - 1 1 1 / 2 " 6' - 0 " 1' - 6 " 22 ' - 1 " 2' - 9 1 / 2 " 6' - 2 " 27 ' - 2 1 / 2 " 36 ' - 1 1 " 26 ' - 7 1 / 2 " 6' - 8 1 / 2 " 2' - 8 " 22 ' - 2 1 / 2 " 1' - 6 " 6' - 0 " 1' - 1 0 1 / 2 " 3' - 1 1 / 2 " 153'-10" L.9 L. 9 B.4 B. 4 IN S T R U C T I O N 2 14 8 EN T R Y 10 1 18 0 ' - 1 1 " L L 4. 8 4. 8 C C 9 9 M M 7 7 6 6 1. 7 1. 7 H H 4. 9 4. 9 E.2 E. 2 8. 7 8. 7 11 . 7 11 . 7 CL 6 1/2" CL CL 4' - 8 3 / 4 " 9' - 3 " CL CL CL 12 ' - 2 " 5' - 1 0 " 5' - 1 0 " CL CL CL CL 6' - 1 " 5' - 1 0 " 5' - 1 0 " 12 ' - 2 " IN F A N T WA I T I N G 14 6 B CL CL CL 9'-2 1/4"5'-3 1/2"5'-3 1/2" 1'-9 1/2" CL CL12'-2 1/2" CL CL CL 10'-4 1/2"5'-9 3/4"5'-9 3/4"1'-7 5/8" CL13'-10 1/4"CL CL CL5'-3 1/2"5'-3 1/2"9'-2 1/4" CL CL 4' - 7 3 / 4 " 9' - 3 1 / 2 " CL CL CL CL 5' - 1 0 " 5' - 1 0 " 5' - 1 0 " 5' - 1 0 1 / 4 " 11 3 / 8 " CL CL CL CL CL 5' - 9 3 / 4 " 5' - 9 3 / 4 " 5' - 9 3 / 4 " 10 ' - 8 1 / 4 " 5' - 1 0 " 5' - 1 0 " 11 ' - 8 1 / 4 " 11 3 / 8 " CL CL 9' - 3 " 4' - 8 3 / 4 " CL 11 ' - 7 1 / 4 " CL CL CL 9'-2 1/4"5'-3 1/2"5'-3 1/2" 1'-9 1/2" CL 14'-0" 10'-10 5/8"10'-10 5/8" 1'-7 5/8" CL 14'-0" CL CL CL 5'-3 1/2"5'-3 1/2"9'-2 1/4" CL CL CL 5' - 9 3 / 4 " 5' - 9 3 / 4 " 12 ' - 1 3 / 4 " HA L L 14 0 T1 T1 4 4 4 4 4 2* C6 * 2* 2* 2* 2* 2* 2* 2* 2* 2* 2 C1 * 2 2 2* 8 8 6 6 6* 6* 6* 6* C1 6 6 6* 6* 6 6 6 8* B6 6 6 T6 T6 T6 T6 6 6 6* 6 6r 6 6 6* 6* 6* 6 6a 6 6 C1 6 6 6 6 6 6 2* 6* 6* 6* 2* 6 6 2 6* 2* 6*6* C6 6* 2* 2* 6* 6* C1 r 6 8r 2 6* 10 r 6* 6 C9 C6 6* 8 1* 2* 2* 6* 6 2 2 C8 6* 6* C7 6 4 6 2* 2* 6 6* 4r4* 6r 2* 6* 2* 6 6* 6a 6 6* 6* 6* 6* 2 2* C6 6* 6a * 6a * 6* 6a * 6* C6 C6 * C6 * 6 6r 2* 6 B 2* 6r6r 6r 6* T1 0 T1 0 10 * 10 10 * 10 *10 6a C1 1 11 10 * C1 2 C6 C3 C3 C3 C3 C2 C2 C2 6 C1 1 * C6 * C8 CL 1 3 / 4 " CL 1 3 / 4 " CL 6' - 1 " CO R R I D O R 18 2 ST O R A G E 18 1 CL CL CL CL 5' - 9 3 / 4 " 5' - 9 3 / 4 " 5' - 9 3 / 4 " 9' - 8 3 / 4 " CL CL CL CL5'-9 3/4"5'-9 3/4"5'-9 3/4"9'-4 3/4" CL CL CL CL CL CL 5' - 9 3 / 4 " 5' - 9 3 / 4 " 5' - 9 3 / 4 " 5' - 9 3 / 4 " 7' - 9 1 / 4 " CL CL CL 10'-7 3/4"5'-6 1/2"5'-6 1/2"CL 7'-6 1/4"CL7'-6 1/4" 6r 6r C6 * 6r 6* 6* 2* 6 2 C1 r 10 6r 6r 6* 2* 6r 9* 2* 6* 6* 6r C1 C1 C1 * 2* 2 C4 6* 6 6 6 C6 6 6* 6* 10 10 6 6*2* 2* 6 6 2 BB 10 * 11 6r 2 6 C7 C5 C4 2 10 C6 C6 C2 2* AL I G N I N T ST U D S TO F . O . C O L AL I G N I N T E R I O R ST U D T O F . O . C O L C1 1 1* 2 2 1* 6 2 6r6r 1* 2* 2* AE 5 0 7 A4 AE 5 0 7 A5 AE 5 0 7 A3 AE 5 0 7 A3 SI M AE 5 0 7 A3 SI M AE 5 0 7 A3 SI M AE 5 0 7 A4 SI M AE 5 0 7 A4 SI M AE 5 0 7 A4 SI M AE 5 0 7 A4 SI M AE 5 0 7 A4 SI M AE 5 0 7 A4 SI M AE 5 0 7 A4 SI M AE 5 0 7 A5 SI M AE 5 0 7 A5 SI M AE 5 0 7 A5 SI M S2 S1 CL 13'-6 3/8"8'-1 1/2"4'-7 1/8"4'-2"3'-6"12'-7 1/2" CL 3'-11"3'-5"5'-1 3/4" 2'-3 7/8" 8'-11 7/8"13'-10 1/4"6'-5 3/4" 11'-1 1/4"4 5/8"7'-5 3/8"6'-10 3/4" 5'-5 1/8" 3'-0 1/2"5'-0 3/4"2'-0 1/4" 9 1/2" 13'-0 1/4"9 1/2"8"4'-9 1/8"5'-3 1/8" 2'-3 1/4" 17'-7 1/4"2'-7 1/4"13'-8 1/8"4'-4 7/8"10'-7 1/4" 1'-5 1/4" 1'-10 3/8" 6'-2 3/8" 8'-8 3/4"18'-4 1/8"8'-11 5/8" 1'-9 7/8" 1'-3 1/8" 18'-4 5/8" 3'-1 1/4" 5'-5 1/4"4'-0"18'-6 7/8"7'-5 1/2"6'-0 5/8"8'-2 1/2" 5'-5 1/4"6'-2 3/4"4'-2 3/8"10'-11 5/8"9'-8 7/8"8'-9 1/8"6'-8 7/8"10'-7 1/4" 2'-5" 7'-10 1/2" 8 1/2" 6'-2 1/8" 10 5/8" 8'-6"4'-2 5/8" 3'-6 5/8" 4'-7"4'-1"6'-8 3/4" 27'-1"8'-11 5/8"5'-9 1/2"2'-8"10'-3"5'-10 1/2" 9'-5 3/8"2'-5 5/8"22'-8 1/2"4'-2 1/8"23'-1 5/8"4'-2 3/8"3'-7 7/8"4'-0 3/4"17'-6 3/4"3'-0 1/4" 1' - 1 3 / 8 " 20 ' - 1 1 / 4 " 5' - 4 3 / 8 " 8' - 6 3 / 8 " 2' - 1 0 3 / 4 " 2' - 3 1 / 2 " 14 ' - 1 1 7 / 8 " 1' - 9 " 10 ' - 1 1 / 8 " 13 ' - 0 7 / 8 " 12 ' - 2 7 / 8 " 5' - 7 3 / 8 " 2' - 4 1 / 4 " 4' - 1 1 5 / 8 " 6' - 9 3 / 8 " 6' - 3 " 7' - 1 0 1 / 4 " 3' - 9 1 / 2 " 5' - 1 1 1 / 4 " 4' - 1 0 3 / 4 " 8 1 / 2 " 18 ' - 1 0 7 / 8 " 2' - 1 1 5 / 8 " 8'-11 3/8" 3' - 9 1 / 4 " 1' - 5 " 5' - 9 3 / 8 " 10 ' - 7 7 / 8 " 3' - 1 5 / 8 " 2' - 7 5 / 8 " 10 ' - 7 1 / 4 " 10 ' - 7 1 / 4 " 3' - 1 5 / 8 " 2' - 7 5 / 8 " 10 ' - 7 1 / 4 " 5' - 1 0 " 3' - 8 3 / 8 " 4' - 3 " 7' - 6 3 / 4 " 3' - 0 7 / 8 " 6' - 1 5 / 8 " 6' - 0 5 / 8 " 4' - 1 3 / 8 " 3' - 2 1 / 2 " 3' - 7 1 / 8 " 5' - 1 1 / 8 " 8' - 1 0 1 / 8 " 1' - 4 7 / 8 " 2' - 3 " 9' - 1 1 7 / 8 " 3' - 1 1 3 / 4 " 8' - 2 5 / 8 " 13 ' - 2 5 / 8 " 10 1 / 2 " 2' - 4 1 / 8 " 5' - 9 1 / 4 " 4' - 8 3 / 8 " 3' - 1 " 2' - 8 3 / 4 " 2' - 5 1 / 8 " 2' - 1 1 1 / 8 " 2' - 8 3 / 8 " 2' - 7 7 / 8 " 5' - 9 1 / 4 " 1' - 1 0 1 / 8 " 10 1 / 2 " 13 ' - 8 5 / 8 " 9' - 0 1 / 2 " 3' - 6 " 4' - 0 1 / 8 " 8' - 9 7 / 8 " 11'-3" 3'-2 3/4"3'-6" 12'-4 1/4"3'-5 3/8"2'-4 1/8"9'-6 3/4"5'-7 1/4"4'-1 3/8" 3' - 8 1 / 4 " 4' - 2 1 / 4 " 11 ' - 8 3 / 8 " 1' - 8 1 / 2 " 6' - 9 1 / 8 " 9' - 3 1 / 8 " 12 ' - 6 1 / 2 " 21 ' - 1 1 / 2 " 3' - 7 1 / 4 " 19 ' - 0 1 / 2 " 25 ' - 2 1 / 8 " 4' - 0 1 / 4 " 5' - 4 5 / 8 " 8'-8 5/8" 2' - 9 " 5' - 4 7 / 8 " 4'-8 1/4"2'-4 1/2"10 * 6* 2* 4* 6* 6a C7 1. REFER TO LIFE SAFETY PLANS FOR INDICATION OF THE WALLS THAT ARE TO RECEIVE FIRE RATINGS.2. SEE AE101a FOR LOCATION OF ENLARGED PLANS .3. SEE AE101b AND ENLARGED PLANS FOR PLAN DIMENSIONS 4. AT ALL LOCATIONS WHERE CEILINGS ARE OPEN TO STRUCTURE ABOVE,EXTEND ALL WALLS (INCLUDING ALL STUD FRAMING, GYPSUM BOARD &INSULATION WHERE APPLICABLE TO THE METAL ROOF DECK ABOVE.5. NOT ALL KEYNOTES APPLY TO THIS SHEET.6. DIMENSIONS ARE TAKEN FROM F.O. STUD OR F.O. STRUCTURE UNLESS NOTED OTHERWISE.GENERAL NOTES SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/27/2012 10:52:53 AM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt LEVEL 1 DIMENSION PLAN AE101bIndianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012RK / BHDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 8 " = 1 ' - 0 " LE V E L 1 D I M E N S I O N P L A N 0 4 ' - 0 " 8 ' - 0 " 1 6 ' - 0 " N1AUG 27, 2012ADDENDUM 1 1 1 1 1 DN UP FEC FEC FEC FEC AE451A1AE450A3 AE 4 5 2 A4 PR E S I D E N T OF F I C E 11 0 CO U N S E L O R OF F I C E 11 2 BR I D E / MA T R O N 11 5 HA L L 10 8 HA L L 10 9 CO U N S E L O R OF F I C E 11 1 WO R K R O O M 10 6 WA I T I N G 10 7 RE S T R O O M 11 0 B WA R D R O B E 11 0 A CU S T O D I A L 10 5 HA L L 10 6 B BR E A K 11 9 RE S T R O O M 11 8 WA R D R O B E 11 7 WA R D R O B E 11 4 FO Y E R 11 6 DR E S S I N G - WO M E N 12 3 RE S T R O O M - WO M E N 12 2 RE S T R O O M - ME N 13 2 DR E S S I N G - ME N 13 3 VE S T 13 1 C BO O T H - ME N 13 1 B VE S T 13 1 A VE S T 12 1 A BO O T H - WO M E N 12 1 B VE S T 12 1 C VE S T I B U L E 12 0 VE S T I B U L E 13 0 HA L L 13 5 WO R K E R DR E S S I N G - ME N 13 4 WO R K E R DR E S S I N G - WO M E N 12 4 HA L L 12 5 IN S T R U C T I O N - WO M E N 12 6 HA L L 12 7 C IN S T R U C T I O N D 12 7 A IN S T R U C T I O N - WO M E N 12 7 IN S T R U C T I O N D 12 7 B IN S T R U C T I O N D 13 7 B IN S T R U C T I O N - ME N 13 7 IN S T R U C T I O N D 13 7 A HA L L 13 7 C IN S T R U C T I O N - ME N 13 6 YO U T H 14 6 CO R R I D O R 14 6 D IN F A N T WA I T I N G 14 6 B RE S T R O O M 14 6 A ST O R A G E 14 6 C RE S T R O O M 14 5 WO R K E R ST U D Y 14 4 VE S T I B U L E 14 7 HA L L 14 2 C HA L L 14 2 B IN S T R U C T I O N 2 14 8 IN S T R U C T I O N 1 14 9 LO B B Y 15 0 HA L L 14 2 A CL O S E T 14 9 A VE S T I B U L E 14 9 B HA L L 15 1 HA L L 15 0 A AU D I O V I S U A L 14 1 A HA L L 14 0 PO R T A L 10 1 D EN T R Y 10 1 VE S T I B U L E 10 0 CO A T S 10 1 B CO A T S 10 1 A CO A T S 10 1 C WA I T I N G 10 2 CO R R I D O R 17 6 HA L L 10 3 ST A I R S1 0 1 LA U N D R Y 17 4 BO Y S DR E S S I N G 17 1 GI R L S DR E S S I N G 16 1 RE S T R O O M 16 1 A CH A P E L 15 7 HA L L 15 0 B PA S S T H R U 15 3 VE S T I B U L E 15 4 A HA L L 15 2 A HA L L 15 2 B HA L L 15 8 IN S T R U C T I O N A 15 9 VE S T I B U L E 15 5 IN S T R U C T I O N B 15 4 BA P T I S T R Y 17 0 BA P T I S T R Y CH A P E L 17 2 RE C E P T I O N 17 8 EN T R Y 17 9 CO R R I D O R 18 2 CO A T S 17 8 A ST O R A G E 18 1 VE S T I B U L E 18 0 CO N F I R M A T I O N 17 3 CL O T H I N G 17 5 VE S T 16 9 VE S T I B U L E 17 0 A VE S T 16 2 HA L L 14 0 CO R R I D O R 17 7 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 AE 4 5 0 C1 AE 4 5 0 B1 (T Y P . ) ( T Y P . ) (T Y P . ) AE 4 5 0 C2 (T Y P . ) AE 4 5 0 D2 (T Y P . ) 1 1 DECORATIVE BRONZE THRESHOLD DE C O R A T I V E B R O N Z E T H R E S H O L D ST O N E T H R E S H O L D , S T O N E T Y P E F ST O N E T H R E S H O L D , S T O N E T Y P E F ST O N E T H R E S H O L D , S T O N E T Y P E F B2 AE 4 5 0 1 A E 6 5 0 3 A E 6 5 0 4 AE650 2 A E 6 5 0 5 A E 6 5 0 6 AE650 7 AE650 9 A E 6 5 0 8 AE650 10 AE650 1 2 A E 6 5 1 11 AE 650 11 AE651 10 AE651 9 A E 6 5 1 8 A E 6 5 1 7 AE651 6 AE651 5 A E 651 4 AE651 3 A E6 5 1 2 AE651 1 AE651 2 A E 652 1 AE652 4 AE652 7 AE652 3 AE652 5 AE652 6 AE652 9 AE652 8 AE652 F5, F6, F7 - CARPETFLOOR FINISH LEGEND F8, F9 - CARPET TILE F10 - WALK-OFF CARPET TILE F11 - PORCELAIN TILE F12 - MOSAIC PORCELAIN TILE F13 - PAINTED CONCRETEF4 - STONE 'B' ACCENT BORDERF3 - STONE 'C'F2 - STONE 'B'F1 - STONE 'A'1. REFER TO FLOOR PATTERN PLANS FOR ADDIONAL FLOOR INFORMATION 2. SEE DOOR SCHEDULE FOR THRESHOLD CALL OUT AND MATERIAL.GENERAL NOTES SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/17/2012 12:51:00 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt LEVEL 1 FLOOR FINISH PLAN AE101fIndianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AS / RKDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 8 " = 1 ' - 0 " LE V E L 1 F L O O R F I N I S H P L A N 0 4 ' - 0 " 8 ' - 0 " 1 6 ' - 0 " N 0 4 ' - 0 " 8 ' - 0 " 1 6 ' - 0 " N1KEYNOTES1STONE THRESHOLD, M14, SEE SHEET AE608 3SEPT 10, 2012ADDENDUM 3 3 3 3 3 3 3 1 1 2 2 3 3 4 4 5 5 8 8 10 10 11 11 12 12 13 13 A A B B F F N N E E D D K K G G L.9 L. 9 B.4 B. 4 L L 4. 8 4. 8 C C 9 9 M M 7 7 6 6 1. 7 1. 7 H H 4. 9 4. 9 E.2 E. 2 8. 7 8. 7 11 . 7 11 . 7 RE C E S S T O P O F F O U N D A T I O N FO R I N S T A L L A T I O N O F TH R E S H O L D , S E E D E T A I L S RECESS TOP OF FOUNDATION FOR INSTALLATION OF THRESHOLD,SEE DETAILS 6" 4' - 7 " 4' - 7 " 4' - 1 1 " 4' - 7 " 4' - 7 " 4" 4' - 7"5' - 3 1/2" 1' - 1 1/2" 3' - 0 1/2" 4' - 7"11' - 1 1/2"4' - 7"4' - 6"4" 2' - 5 1/2" 2' - 5 1 / 2 " 2' - 2 1 / 2 " 14 ' - 3 1 / 2 " 2' - 5 1 / 2 " 4' - 3 " 5 1 / 2 " 4 1 / 2 " 4" 4' - 7" 11' - 1 1/2"4' - 7" 2' - 4" 6" 4" 3' - 1 0 1 / 2 " 13 ' - 7 " 2' - 0 " 4' - 7"5' - 9"4' - 7" 2' - 6" 3' - 11" 1' - 0" 6' - 1 0 1 / 2 " 10 ' - 1 1 " 6' - 11 1/2" 1' - 6"4' - 2 1/2" 8' - 6 1/2"13' - 0 1/2" 11 ' - 6 1 / 2 " 5 1 / 2 " 20 ' - 8 1 / 2 " 8' - 1 1 / 4 " 19'-8 1/2"8'-8 1/2" 4"3 1/2"3' - 10"5' - 6"5' - 7 1/2"5' - 6"3' - 10"9"1' - 7 1/2" 4" 5 1 / 2 " 4" 7"4" 4 1 / 2 " 7' - 1 1 1 / 2 " 7' - 4 " 7' - 1 1 1 / 2 " 4" 1' - 0 " 6" 6" 6' - 1 1 1 / 2 " 2' - 3 1 / 2 " 9' - 7 " 3' - 1 1 " 6" 6"3' - 3" 4" 4" 2' - 0 1 / 2 " 4' - 0 " 11 ' - 2 " 4' - 0 " 2' - 0 1 / 2 " 6" 1' - 5 " 2' - 7" 4' - 0"11' - 9 1/2"4' - 0" 2' - 1 1/2" 2' - 8 1/2"11 1/2" 22 ' - 6 1 / 2 " 7' - 2 1 / 2 " 1' - 0 " 4' - 1 1 1 / 2 " 1' - 0 " 2' - 3 1 / 2 " 9' - 7 " 3' - 1 1 " 3' - 1 0 " 4"4' - 7"4' - 0"11' - 9 1/2"4' - 0" 2' - 9 1/2" 1' - 9 1/2" 2' - 3 1/2" 2' - 2 1/2" 2' - 4 1/2" 4' - 0"3' - 10"3' - 0" 2' - 1 1 / 2 " 4' - 1" 2' - 2 1/2" 2' - 4 1/2" 4' - 0" 4' - 0 " 11 ' - 2 " 4' - 0 1 / 2 " 6" 2' - 3 1 / 2 " 1' - 5 " 1' - 1 " 2' - 3 1 / 2 " 2' - 8 1/2"11 1/2"3' - 3" 3' - 0 " 6' - 6 1 / 2 " 3' - 0 " 3' - 4 " 1' - 6 " 7' - 4 1 / 2 " 6' - 6 1 / 2 " 6' - 4 " 1' - 7 1/2" 11"3' - 7" 5' - 0"13' - 5"5' - 0"6' - 1"4" 5' - 0 " 5' - 2 1 / 2 " 1' - 8 1 / 2 " 6" 2' - 9 1 / 2 " 2' - 6 " 3" 2' - 0 " 4' - 0 1 / 2 " 8 1/2"5' - 0" 4' - 1 1 / 2 " 1' - 2 1 / 2 " 4' - 1 1 / 2 " 1' - 2 1 / 2 " 4' - 9"6' - 1 1/2"6' - 1 1/2"5' - 2" 4' - 0 1 / 2 " 2' - 0 " 5' - 0" 1' - 2" 5' - 1 0 1 / 2 " 7' - 1 1 1 / 2 " 5' - 1 0 1 / 2 " 8' - 7 " 2' - 8" 7' - 10 1/2"3' - 9"5' - 2" 1' - 1" 1' - 5" 4' - 11"4' - 7"5' - 9" 4' - 7 " 3' - 8 1 / 2 " 4' - 7 " 2' - 4 " 6" 8' - 5 " 4' - 1 " 8' - 9 1 / 2 " 8' - 9 " 1' - 0 1/2" 4' - 4" 1' - 6" 2' - 8" 7' - 10 1/2"3' - 9" 7 1/2" 3' - 9" 8 1/2"1' - 7" 6' - 7" 7" 13' - 8 1/2" 6" 9' - 3 1 / 2 " 10' - 3 1/2"4' - 10"1' - 0" 6" 1' - 5 1 / 2 " 2' - 8 1 / 2 " 4' - 1 1 / 2 " 2' - 1 " 3' - 4 1 / 2 " 13 ' - 4 1 / 2 " 5' - 4 " 2" 1' - 5 1 / 2 " 6" 2' - 2 1 / 2 " 4' - 1 1/2" 1' - 8" 3' - 9 1/2" 5' - 6"4' - 7" 4' - 2" 2"5 1/2"3' - 10 1/2" 2' - 7 1 / 2 " 2' - 1 " 3' - 4 1 / 2 " 5' - 4 " 2" 5 1/2"3' - 10 1/2"3' - 4"4' - 2" 2" 26 ' - 8 1 / 2 " 6" 6" 4" 2' - 1 1 / 2 " EL : 10 0 ' - 0 " EL : 10 0 ' - 0 " EL : 10 0 ' - 0 " 6' - 1 " 1' - 0 " 1' - 0 " 8'-3" 6" 4" 1' - 1 1/2" 2' - 2"4' - 9 1/2" 1' - 0 " 1' - 2 " C1 AE 5 4 5 99 ' - 8 " T. O . S T R U C T U R A L SL A B 9 9 ' - 8 " T. O . S T R U C T U R A L SL A B 99 ' - 1 1 1 / 2 " T. O . S L A B 1' - 7 1 / 2 " 3' - 4 " 1' - 9 " 1' - 9 1 / 2 " 3' - 4 " 1' - 0 1 / 2 " 1' - 1 0 1 / 2 " 3' - 4 " 1' - 6 1 / 2 " RE C E S S F O R T H R E S H O L D & SL A B P O U R O V E R RE C E S S F O R T H R E S H O L D & SL A B P O U R O V E R RE C E S S F O R T H R E S H O L D & SL A B P O U R O V E R A2 AE 5 5 0 A3 AE 5 5 0 2' - 0 " 2'-0" 4 1 / 4 " 2'-0" 2' - 0 " 2' - 0"3' - 4" 2'-0" 2' - 0 " 2' - 0 " 1' - 7 1 / 8 " 4' - 1 " 1 1 ' - 3 " 5 2 . 6 ° 8' - 2 1 / 2 " 8' - 2 1 / 2 " 18 ' - 5 5 / 8 " 13'-0"CL CL 1' - 9 1 / 2 " 7' - 5 3 / 4 " 1 1 / 4 " 6'-8 3/4"12'-6 3/4" 4 1/2"7'-7 3/4"35'-9 3/4" 7' - 8 3 / 4 " 1' - 4 3 / 4 " 15'-8 1/2"16'-11 1/2"5/ 8 " EL : 10 0 ' - 0 " 99 ' - 1 1 1 / 2 " T. O . S L A B 13'-0 3/4"7'-10"2'-5" 5' - 7 3 / 4 " 5' - 2 1 / 4 " 5 3 / 4 " 1'-2" 11 ' - 1 1 1 / 4 " 10 ' - 0 3 / 4 " 3 1/2" 5'-1 3/4" 1'-2 1/2"6'-0 3/4" EL : 10 0 ' - 0 " 11 ' - 6 1 / 2 " 5 1 / 2 " 2' - 5"2' - 10 1/2"3' - 7 1/2" 3' - 0 1 / 4 " SLAB EDGE PLAN LEGEND THICKENED SLAB, SEE STRUCTURAL RECESSED SLAB 99'-10"STRUCTURAL SLAB +3" TOPPING,SEE STRUCTURAL STRUCTURAL SLAB +2" TOPPING STRUCTURAL SLAB +4" TOPPING SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/10/2012 9:14:23 AM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt LEVEL 1 SLAB EDGE PLAN AE101sIndianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 8 " = 1 ' - 0 " LE V E L 1 S L A B E D G E P L A N 0 4 ' - 0 " 8 ' - 0 " 1 6 ' - 0 " N3SEPT 10, 2012ADDENDUM 3333 3 3 3 3 3 3 DN DN DN DN DN DN 1 1 2 2 3 3 4 4 5 5 8 8 10 10 11 11 12 12 13 13 A A B B F F N N E E C1 AE 3 0 0 C1 AE300 AE 4 0 1 D1 A1 AE 3 0 0 A1 AE 3 0 0 D D K K G G EL : 16 ' - 0 " ME C H 20 3 ST A I R S2 0 1 ME C H 20 5 L.9 L. 9 B.4 B. 4 EL : 16 ' - 0 " EL : 14 ' - 6 " BO I L E R R O O M 20 6 EL : 16 ' - 0 " EL : 14 ' - 6 " EL : 16 ' - 0 " 9'-7 1/4" D1 AE 3 0 1 D1 AE301 L L 4. 8 4. 8 C C 9 9 M M 7 7 6 6 TE C H N O L O G Y 20 4 1. 7 1. 7 H H 4. 9 4. 9 E.2 E. 2 8. 7 8. 7 11 . 7 11 . 7 203B 20 3 C 206B 206A 203A 20 4 205A 205B S2 0 1 AE 4 0 2 A1 AE 4 0 2 A1 SI M AE 4 0 2 A5 6r 6r 6r6r 6r 6r 6 8r C1 r 6r B 2 2 2 2 2 2 2 2 2 2 2 MT L L A D D E R T O RO O F H A T C H B 6r B 2 2 2 2 B5 AE 5 5 0 B4 AE 5 5 0 B2 AE 5 5 0 B3 AE 5 5 0 AE 4 0 2 C1 1314 15 15 15 CA T W A L K 22 2 CA T W A L K 22 1 CA T W A L K 22 3 CA T W A L K 22 4 PL A S M A S C R E E N L I F T AE 4 0 2 C5 AU S T R I A N D R A P E H O I S T AN D M O T O R A1 AE 3 0 1 A1 AE 3 0 1 H AE 6 0 1 7' - 6 " 10'-0" 27 A4 AE 5 5 0 3'-6" 8' - 7 1 / 2 " 7' - 0 3 / 4 " 2' - 2 " 4'-9" 2 1. REFER TO LIFE SAFETY PLANS FOR INDICATION OF THE WALLS THAT ARE TO RECEIVE FIRE RATINGS.2. SEE AE101a FOR LOCATION OF ENLARGED PLANS .3. SEE AE101b AND ENLARGED PLANS FOR PLAN DIMENSIONS 4. AT ALL LOCATIONS WHERE CEILINGS ARE OPEN TO STRUCTURE ABOVE,EXTEND ALL WALLS (INCLUDING ALL STUD FRAMING, GYPSUM BOARD &INSULATION WHERE APPLICABLE TO THE METAL ROOF DECK ABOVE.5. NOT ALL KEYNOTES APPLY TO THIS SHEET.6. DIMENSIONS ARE TAKEN FROM F.O. STUD OR F.O. STRUCTURE UNLESS NOTED OTHERWISE.GENERAL NOTES SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 5:01:24 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt LEVEL 2 FLOOR PLAN AE102Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012RK, BH, CACN, DF, KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 8 " = 1 ' - 0 " LE V E L 2 F L O O R P L A N 1RECESSED FIRE EXTINGUISHER CABINET 2DRINKING FOUNTAIN 3DESK 4COUNTER TOP 5LOCKERS 6ALTAR 7BAPTISTRY FONT 8SEATING 9PULPIT 10FLOOR DRAIN 11SHOWER STALL 12 13METAL LADDER TO AV CATWALK 14METAL LADDER TO WEST ATTIC 15METAL CATWALK 17FINISHED HOLE IN COUNTERTOP WITH METAL RING. 6"AT RESTROOMS/DRESSING, 3" AT WORKROOM 18MARKERBOARD CABINET 19MARKERBOARD/TACKBOARD 20CORNERGUARD 2118" DEEP ADJUSTABLE METAL SHELVING 22WORK TABLE 23METAL STORAGE CABINET, LOCKABLE 24ADJ METAL SHELVING 25FABRIC/WALL COVERING RACK 26CARPET RACK 271-HOUR RATED DUCT CHASE - PTN TYPE HKEYNOTE: 0 4 ' - 0 " 8 ' - 0 " 1 6 ' - 0 " N 1 1 2 2 3 3 4 4 5 5 8 8 10 10 11 11 12 12 13 13 A A B B F F N N E E D D K K G G L. 9 L. 9 B. 4 B. 4 L L 4. 8 4. 8 C C 9 9 M M 7 7 6 6 1. 7 1. 7 H H 4. 9 4. 9 E. 2 E. 2 8. 7 8. 7 11 . 7 11 . 7 B2 AE 5 5 0 B3 AE 5 5 0 EL : 11 6 ' - 0 " EL : 11 6 ' - 0 " EL : 11 4 ' - 6 " EL : 11 6 ' - 0 " EL : 11 4 ' - 6 " EL : 11 6 ' - 0 " MT L L A D D E R T O RO O F H A T C H 7' - 7" A4 AE 5 5 0 CO O R D I N A T E C A N T I L E V E R E D LA N D I N G W I T H S T A I R D E T A I L S 5' - 1 1 5 / 8 " TY P , A L L L E V E L 2 S L A B E D G E S TO A L I G N W I T H O U T E R F L A N G E ED G E O F S T E E L F R A M I N G , UN L E S S N O T E D O T H E R W I S E . TY P , A L L L E V E L 2 S L A B E D G E S TO A L I G N W I T H O U T E R F L A N G E ED G E O F S T E E L F R A M I N G , UN L E S S N O T E D O T H E R W I S E . SLAB EDGE PLAN LEGEND THICKENED SLAB, SEE STRUCTURAL RECESSED SLAB 99'-10"STRUCTURAL SLAB +3 1/2"TOPPING, SEE STRUCTURAL STRUCTURAL SLAB +2" TOPPING SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 5:01:29 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt LEVEL 2 SLAB EDGE PLAN AE102sIndianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 8 " = 1 ' - 0 " LE V E L 2 S L A B E D G E P L A N 0 4 ' - 0 " 8 ' - 0 " 1 6 ' - 0 " N 1 1 2 2 3 3 4 4 5 5 8 8 10 10 11 11 12 12 13 13 A A B B F F N N E E C1 AE 3 0 0 C1 AE300 A1 AE 3 0 0 A1 AE 3 0 0 D D A1 AE 3 0 8 A2 AE 3 0 8 A4 AE 3 0 8 A3 AE305 A3 AE306 A1 AE306 A3 AE307 A4 AE305 A2 AE304 A1 AE 3 0 5 A2 AE 3 0 5 A2 AE 3 0 9 A1 AE 3 1 0 A1 AE 3 0 9 K K G G L.9 L. 9 B.4 B. 4 D1 AE 3 0 1 D1 AE301 L L 4. 8 4. 8 C C 9 9 M M A2 AE 3 1 0 A1 AE 3 1 1 A3 AE 3 0 4 A4 AE307A1AE307 A3 AE 3 0 9 7 7 6 6 1. 7 1. 7 H H 4. 9 4. 9 E.2 E. 2 8. 7 8. 7 11 . 7 11 . 7 A4 AE 3 1 0 AE 5 0 0 A1 A5 AE 3 1 1 C5 AE 3 1 1 C3 AE 5 0 0 A5 AE 5 0 0 C1 AE 3 1 2 AE 2 0 4 a A4 AE 2 0 4 a B4 AE 2 0 4 a B3 A3 A3 AE 3 1 2 E3 0 0 C2 AE 3 1 2 A4 AE 3 1 1 C4 AE 3 1 1 RO O F H A T C H 1/ 2 " / 1 2 " S L O P E , T Y P 1/ 2 " / 1 2 " S L O P E , T Y P 1/ 2 " / 1 2 " S L O P E , T Y P 1/ 2 " / 1 2 " S L O P E , T Y P A5 AE 3 1 1 SI M C5 AE 3 1 1 SI M A4 AE 3 0 9 A4 AE 3 0 4 1 1 2 2 2 3 3 S2 S1 SA SB AE 5 2 2 A1 6' - 8 " ZO N E O F B A C K - D R A I N G U T T E R ZONE OF BACK-DRAIN GUTTER ZO N E O F B A C K - D R A I N G U T T E R ZO N E O F B A C K - D R A I N G U T T E R 6' - 8 " 6' - 8 " A2 AE 3 1 1 AE 5 0 7 A1 A1 AE 3 0 1 A1 AE 3 0 1 AE 2 0 4 b A4 AE 2 0 4 b A3 RO O F - T O P M E C H E Q U I P TY P , C U R B M O U N T E D - S E E AR C H F O R C U R B D E T A I L S PR O T E C T I V E W A L K W A Y AN D P A D S (T Y P . ) SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 5:01:46 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt ROOF PLAN AE103Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 8 " = 1 ' - 0 " RO O F P L A N 0 4 ' - 0 " 8 ' - 0 " 1 6 ' - 0 " N1ROOF HATCH AND ACCESS LADDER 2ROOF DRAIN 3PARAPET WALLKEYNOTE 1 1 2 2 3 3 4 4 5 5 8 8 10 10 11 11 12 12 13 13 A A B B F F N N E E C1 AE 3 0 0 C1 AE300 A1 AE 3 0 0 A1 AE 3 0 0 D D A1 AE 3 0 8 A2 AE 3 0 8 A4 AE 3 0 8 A3 AE 3 0 5 A3 AE306 A1 AE306 A3 AE307 A4 AE 3 0 5 A2 AE 3 0 4 A1 AE 3 0 5 A2 AE 3 0 5 A2 AE 3 0 9 A1 AE 3 1 0 A1 AE 3 0 9 K K G G L. 9 L. 9 B.4 B. 4 D1 AE 3 0 1 D1 AE301 L L 4. 8 4. 8 C C 9 9 M M A2 AE 3 1 0 A1 AE 3 1 1 A3 AE 3 0 4 A4 AE307A1AE307 A3 AE 3 0 9 7 7 6 6 1. 7 1. 7 H H 4. 9 4. 9 E.2 E. 2 8. 7 8. 7 11 . 7 11 . 7 A4 AE 3 1 0 A5 AE 5 0 0 A4 AE 3 0 9 A4 AE 3 0 4 1/ 2 " / 1 2 " S L O P E , T Y P 1/ 2 " / 1 2 " S L O P E , T Y P 1/ 2 " / 1 2 " S L O P E , T Y P 1/ 2 " / 1 2 " S L O P E , T Y P A2 AE 3 1 1 3"31' - 0"1' - 3 1/2" 2' - 4" 3' - 2" 7"25' - 3 1/2"1 1/2" 5' - 1 1/2" 5" 2' - 0 1 / 2 " 6" 5" 2' - 7 " 6" 2' - 0 1 / 2 " 6" 2' - 1 1/2"28' - 10 1/2"4 1/2" 1' - 1 " 23 ' - 8 1 / 2 " 6" 1' - 5 1 / 2 " 1' - 1 0 " 33 ' - 3 1 / 2 " 1' - 1 0 " 1' - 5 1 / 2 " 2' - 0 1/2" 4 1/2" 6"3' - 6" 2' - 7" 1' - 1 1/2" 2' - 0 1/2"4 1/2" 7 1 / 2 " 23 ' - 7 " 1' - 1 " 2' - 1 1/2"28' - 10 1/2"4 1/2"2' - 4"2' - 9"1' - 0"25' - 3 1/2"7"4' - 8 1/2"5" 2' - 0 1 / 2 " 6' - 4 " 5" 8' - 1 1 1 / 2 " 6" 2' - 0 1 / 2 " 6" 2' - 9" 3"31' - 0"1' - 3 1/2"1' - 1 " 2' - 1 " 19 ' - 0 1 / 2 " 2' - 5 1 / 2 " 7 1 / 2 " 2' - 1"6" 6" 4' - 9 " 27 ' - 5 1 / 2 " 4' - 9 " 6" 3' - 8 1/2" 3' - 4 1/2" 6" 2' - 1" 6" 23 ' - 8 1 / 2 " 1' - 1 " 4' - 0 " 3' - 10"17' - 2 1/2"4' - 3" A1 AE 3 0 1 A1 AE 3 0 1 D1 AE 5 5 0 H AE 6 0 1 8" 16'-11 1/2"9'-1 3/4"31'-5 1/2"31'-6 3/4"26'-0 1/4" 6' - 8 1 / 2 " 6' - 8 3 / 4 " 15 ' - 6 " 3' - 0 " 4'-0"4'-7" 18 ' - 5 9 / 1 6 " 6' - 8 3 / 4 " 16'-11 1/2"9'-1 3/4"31'-5 1/2"31'-5 1/2"26'-1 1/2" 7'-7 1/4" 7' - 1 1 1 / 2 " 1' - 6 1 / 2 " 4' - 0 " 2'-2 1/2" 4'-0" 14'-1 1/2"22'-4 3/4"36'-6 1/4"36'-6 1/4" EL : 12 7 ' - 1 0 1 / 2 " SLAB EDGE PLAN LEGEND THICKENED SLAB, SEE STRUCTURAL RECESSED SLAB 99'-10"STRUCTURAL SLAB +3 1/2"TOPPING, SEE STRUCTURAL STRUCTURAL SLAB +2" TOPPING SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 5:01:51 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt ROOF SLAB EDGE PLAN AE103sIndianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 8 " = 1 ' - 0 " RO O F S L A B E D G E P L A N 0 4 ' - 0 " 8 ' - 0 " 1 6 ' - 0 " N 2 2A1AE307H H 4. 9 4. 9 E.2 E. 2 A3 AE 3 1 2 GALV LADDER A1 AE 3 1 2 SST GUTTER W/ HEAT TRACE, SEE DETAILS 3" INTEGRAL DRAIN OUTLET - (4) AT SPIRE PLINTHGALV STEEL FRAME, SEE STRUCT SST GUTTER W/ HEAT TRACE, SEE DETAILS3" INTEGRAL DRAIN OUTLET - (4) AT PARAPET 3 S2S2 S1S1 8' - 1 1 " 8'-11"SA SA SB SB 8'-11"8'-11" GALV LADDERSST GUTTER W/ HEAT TRACE, SEE DETAILS 3" INTEGRAL DRAIN OUTLET - (4) AT SPIRE BASE LEVELGALV STEEL FRAME, SEE STRUCTSTONE FINIAL STONE CLADDING S2 S1 SA SB A3 AE 3 1 2 3" INTEGRAL DRAIN OUTLET (2)SST GUTTER W/ HEAT TRACE, SEE DETAILS GALV STEEL FRAME, SEE STRUCT A3 AE 3 1 2 STEPPED STONE CAPSST COPING AT TOP STEP, SEE DETAILSGILT STATUE ABOVE 2" 10"6'-0 1/2"10"2" F. O . L O W E S T S T E P 7'-1 5/8" 7'-1 5/8" A3 AE 3 1 2 A4 AE401 GALV LADDER - ALTERNATING RUN AND PLATFORM 10 10 11 11 12 12 13 13 F F E E G G 9 9 H H E. 2 E. 2 8. 7 8. 7 11 . 7 11 . 7 LO B B Y A T T I C R1 0 0 A4 AE 3 1 1 C4 AE 3 1 1 ME T A L L A D D E R T O RO O F H A T C H A2 AE 3 0 8 VA U L T F R A M I N G & C O N S T R U C T I O N FO R L O B B Y 1 5 0 , S E E L E V E L 1 R C P CH A N D E L I E R H O I S T MO T O R , S E E S T R U C T FO R A N C H O R A G E T O RO O F S L A B A2 AE 3 1 1 A1 AE 3 0 1 A1 AE 3 0 1 D1 AE 5 5 0 1 1 2 2 3 3 4 4 5 5 F F E E G G 4. 8 4. 8 1. 7 1. 7 H H 4. 9 4. 9 E. 2 E. 2 C1 AE 3 1 2 E3 0 0 C2 AE 3 1 2 ME T A L L A D D E R RO O F D R A I N W / HE A T T R A C E AE 2 0 4 b B4 PR O T E C T I V E W A L K W A Y & P A D S 10 10 11 11 12 12 F F E E G G 9 9 H H E. 2 E. 2 8. 7 8. 7 11 . 7 11 . 7 3' - 0 " 3' - 0 1 / 2 " 11'-3"4'-0" EQEQ 2 2 3 3 4 4 F F E E G G 4. 8 4. 8 1. 7 1. 7 H H 4. 9 4. 9 E. 2 E. 2 S2S2 S1S1 SA SA SB SB CO O R D O P E N I N G W I T H LA D D E R D E T A I L S EL : 13 8 ' - 9 1 / 2 " T. O . C O N C R E T E D E C K SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 5:02:06 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt SPIRE PLANS AE104Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 8 " = 1 ' - 0 " A5 SP I R E P L I N T H P L A N SC A L E : 1 / 8 " = 1 ' - 0 " B5 EA S T S P I R E B A S E SC A L E : 1 / 8 " = 1 ' - 0 " D5 EA S T S P I R E C O R N I C E SC A L E : 1 / 8 " = 1 ' - 0 " E5 EA S T S P I R E C A P SC A L E : 1 / 8 " = 1 ' - 0 " C5 EA S T S P I R E S H A F T SC A L E : 1 / 8 " = 1 ' - 0 " A1 WE S T A T T I C P L A N SC A L E : 1 / 8 " = 1 ' - 0 " A3 RO O F P L A N ( B E N E A T H E A S T S P I R E ) SSS SSSSSS S S S SC A L E : 1 / 8 " = 1 ' - 0 " C1 WE S T S P I R E - S L A B E D G E P L A N SC A L E : 1 / 8 " = 1 ' - 0 " 1 EA S T S P I R E - S L A B E D G E P L A N 2 3 4 5 8 10 11 12 13 A B F NEDKGL. 9 B. 4 L 4. 8 C 9 M 7 6 1. 7 H 4. 9 E. 2 8. 7 11 . 7 AE 4 1 8 D2 ME C H B0 6 EL E C B0 4 ST O R A G E B0 2 SE C U R I T Y B0 3 ST A I R S0 0 1 HA L L B0 1 LO W E R F O N T B0 5 9' - 0 " OP E N T O S T R U C T U R E OP E N T O ST R U C T U R E ME C H B0 6 CH A S E B0 6 a OP E N T O S T R U C T U R E OP E N T O S T R U C T U R E OP E N T O S T R U C T U R E S2 S1 O. T . S . 10'-0"11'-6"7'-8 3/4"10'-7"5'-1 5/16" 7'-1 1/2" 6' - 0 " 8' - 9 " 9' - 2 " 9' - 2 " 9' - 2 " 5' - 1 1 1 / 2 " 11 ' - 1 1 1 / 2 " 11 ' - 1 1 " 11 ' - 1 1 1 / 2 " 5' - 0 1 / 2 " 5'-0"16'-1 1/2" 5'-0"8'-11" 11 ' - 2 1 / 2 " 5' - 0 1 / 2 " CL CL3' - 5 " 3' - 5 " 3' - 5 " 3' - 5 " 4' - 3 1 / 2 " EL : 9' - 0 " 5'-3" CL 4' - 2 " 4' - 7 " 2' - 7 " CL 2'-9" 7'-1 1/2" 1. REFER TO EXTERIOR ELEVATIONS AND DETAILS FOR GRILLES AND LOUVERS OF MECH AND FIREPLACE EXHAUST DUCTING (TYP.)2. REFER TO INTERIOR ELEVATIONS FOR CHANGES IN PLANES , SOFFITS ,LIGHTING INSTALLATION HEIGHTS AND OTHER REFERENCES.3. WHERE NOTED "OPEN TO STRUCTURE" COORDINATE PLACEMENT OF SUSPENDED LIGHT FIXTURES TO APPROXIMATE LOCATIONS SHOWN IN PLAN.VERIFY WITH ARCHITECT IN THE FIELD.GENERAL NOTES CEILING PLAN LEGEND (OR SMILAR)GYPSUM BOARD GFRG ACCOUSTICAL PLASTER ACCOUSTICAL CEILING,REFER TO E1/AE568 AIR SUPPLY SLOT DIFFUSER AIR EXHAUST LIGHT FIXTURE RECESSED DOWNLIGHT PENDANT LIGHT FIXTURE GLASS BREAK SENSOR RECESSED SPRINKLER HEAD EXIT SIGN CEILING ELEVATION ABOVE FINISHED FLOOR OCCUPANCY SENSORLIGHT FIXTURE SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 5:02:15 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt BASEMENT CEILING PLAN AE105Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012BH / RKDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 8 " = 1 ' - 0 " A1 Ba s e m e n t R C P 1 / 8 " = 1 ' FE C AE 4 1 7 A1 AE 4 2 2 D2 AE 4 2 3 B2 AE 4 2 5 C2 AE 4 2 7 D2 AE 4 1 6 D2 AE 4 2 6 B2 AE 4 2 1 D3 AE412D2 AE 4 3 5 D2 AE 4 3 0 C2 AE410B1 AE 4 1 5 D3 WA I T I N G 10 2 EN T R Y 17 9 CO A T S 17 8 A CU S T O D I A L 10 5 WO R K R O O M 10 6 CO U N S E L O R OF F I C E 11 1 BR I D E / MA T R O N 11 5 IN S T R U C T I O N - WO M E N 12 7 IN S T R U C T I O N - ME N 13 7 DR E S S I N G - WO M E N 12 3 BA P T I S T R Y CH A P E L 17 2 BA P T I S T R Y 17 0 CO N F I R M A T I O N 17 3 BO Y S DR E S S I N G 17 1 GI R L S DR E S S I N G 16 1 CH A P E L 15 7 HA L L 15 8 IN S T R U C T I O N A 15 9 IN S T R U C T I O N B 15 4 LO B B Y 15 0 IN S T R U C T I O N 1 14 9 YO U T H 14 6 WO R K E R ST U D Y 14 4 AU D I O V I S U A L 14 1 A DR E S S I N G - ME N 13 3 PR E S I D E N T OF F I C E 11 0 CO U N S E L O R OF F I C E 11 2 EL : 17 ' - 4 " EL : 11 ' - 8 " EL : 11 ' - 8 " EL : 10 ' - 6 " EL : 10 ' - 6 " EL : 12 ' - 0 " EL : 10 ' - 0 " EL : 12 ' - 0 " EL : 12 ' - 0 " EL : 12 ' - 0 " EL : 17 ' - 1 0 3 / 8 " EL : 12 ' - 6 5 / 8 " EL : 12 ' - 6 5 / 8 " EL : 12 ' - 6 5 / 8 " EL : 12 ' - 6 5 / 8 " EL : 12 ' - 0 " EL : 12 ' - 0 " EL : 10 ' - 6 " EL : 10 ' - 6 " CL O T H I N G 17 5 LA U N D R Y 17 4 EL : 10 ' - 6 " EL : 11 ' - 1 1 " HA L L 14 0 EL : 15 ' - 3 " EL : 10 ' - 6 " EL : 10 ' - 6 " EL : 10 ' - 6 " EL : 10 ' - 6 " EL : 10 ' - 6 " EL : 18 ' - 6 3 / 8 " EL : 18 ' - 6 3 / 8 " EL : 10 ' - 6 " EL : 22 ' - 7 1 / 2 " EL : 12 ' - 0 " EL : 10 ' - 6 " EL : 12 ' - 0 " AE 4 1 9 D3 EL : 18 ' - 2 3 / 4 " EL : 10 ' - 6 " EL : 10 ' - 6 " AE429D2 AE 4 3 3 D3 AE 4 1 4 A D2 AE 4 1 4 B C2 AE 4 1 4 A B2 AE 4 1 3 C1 EL : 17 ' - 8 1 / 2 " EL : 13 ' - 1 " EL : 17 ' - 8 1 / 4 " RE C E P T I O N 17 8 EL : 11 ' - 8 " EL : 21 ' - 6 1 / 2 " RE S T R O O M - ME N 13 2 RE S T R O O M - WO M E N 12 2 HA L L 15 1 HA L L 14 2 A HA L L 15 2 A EL : 20 ' - 9 1 / 8 " VE S T I B U L E 15 4 A PA S S T H R U 15 3 EL : 28 ' - 1 1 " IN S T R U C T I O N 2 14 8 EL : 10 ' - 6 " HA L L 10 8 WA R D R O B E 11 0 A VE S T I B U L E 10 0 EN T R Y 10 1 CO A T S 10 1 A HA L L 10 3 CO R R I D O R 17 6 ST A I R S1 0 1 VE S T I B U L E 15 5 HA L L 14 0 VE S T I B U L E 13 0 BO O T H - ME N 13 1 B BO O T H - WO M E N 12 1 B HA L L 13 5 HA L L 13 7 C IN S T R U C T I O N - ME N 13 6 RE S T R O O M 14 6 A IN F A N T WA I T I N G 14 6 B ST O R A G E 14 6 C VE S T I B U L E 14 7 WO R K E R DR E S S I N G - ME N 13 4 WO R K E R DR E S S I N G - WO M E N 12 4 IN S T R U C T I O N D 13 7 B IN S T R U C T I O N D 12 7 B IN S T R U C T I O N D 12 7 A IN S T R U C T I O N - WO M E N 12 6 WA R D R O B E 11 4 FO Y E R 11 6 WA R D R O B E 11 7 RE S T R O O M 11 8 WA I T I N G 10 7 HA L L 10 4 VE S T I B U L E 17 0 A VE S T I B U L E 18 0 RE S T R O O M - ME N 10 2 B RE S T R O O M - WO M E N 10 2 A CO R R I D O R 17 7 RE S T R O O M 11 0 B VE S T I B U L E 12 0 RE S T R O O M 17 1 A RE S T R O O M 16 1 A HA L L 12 5 BR E A K 11 9 HA L L 12 7 C IN S T R U C T I O N D 13 7 A RE S T R O O M 14 5 CL O S E T 14 9 A CO R R I D O R 14 6 D AE 4 3 4 E3 AE461C1 CO R R I D O R 18 2 ST O R A G E 18 1 EL : 17 ' - 7 " EL : 10 ' - 6 " EL : 12 ' - 0 " O. T . S . EL : 23 ' - 8 1 / 8 " EL : 10 ' - 6 " EL : 12 ' - 0 " AE 4 3 1 D1 AE 4 3 2 B2 2' - 3"3' - 3" 3' - 8 " 2' - 3 1 / 2 " 3' - 1 1 / 2 " 5' - 8 " 5' - 8 " 3' - 7 1/2"2' - 10"2' - 10" 5' - 9"3' - 2 1/2" 3' - 1 1 " 3' - 1 1 " 3' - 6 1 / 2 " 1' - 6 1 / 2 " 3'-10"2'-11"2'-11"2'-11"2'-11"2'-11" 4' - 6 1/2"4' - 7"4' - 7"1'-0" AE 4 6 3 C1 CEILING PLAN LEGEND (OR SMILAR)GYPSUM BOARD GFRG ACCOUSTICAL PLASTER ACCOUSTICAL CEILING,REFER TO E1/AE568 AIR SUPPLY SLOT DIFFUSER AIR EXHAUST LIGHT FIXTURE RECESSED DOWNLIGHT PENDANT LIGHT FIXTURE GLASS BREAK SENSOR RECESSED SPRINKLER HEAD EXIT SIGN CEILING ELEVATION ABOVE FINISHED FLOOR OCCUPANCY SENSORLIGHT FIXTURE 2'x2' ACCESS PANEL1. REFER TO EXTERIOR ELEVATIONS AND DETAILS FOR GRILLES AND LOUVERS OF MECH AND FIREPLACE EXHAUST DUCTING (TYP.)2. REFER TO INTERIOR ELEVATIONS FOR CHANGES IN PLANES , SOFFITS ,LIGHTING INSTALLATION HEIGHTS AND OTHER REFERENCES.3. WHERE NOTED "OPEN TO STRUCTURE" COORDINATE PLACEMENT OF SUSPENDED LIGHT FIXTURES TO APPROXIMATE LOCATIONS SHOWN IN PLAN.VERIFY WITH ARCHITECT IN THE FIELD.GENERAL NOTES SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/17/2012 12:50:17 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt LEVEL 1 CEILING PLAN AE106Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012BH / RKDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 8 " = 1 ' - 0 " A1 LE V E L 1 R E F L E C T E D C E I L I N G P L A N 4SEPT 17, 2012ADDENDUM 4 4 4 1 2 3 4 5 8 10 11 12 13 A B F NEDKGL. 9 B. 4 L 4. 8 C 9 M 7 6 1. 7 H 4. 9 E. 2 8. 7 11 . 7 ME C H 20 5 BO I L E R R O O M 20 6 ST A I R S2 0 1 TE C H N O L O G Y 20 4 ME C H 20 3 OP E N T O S T R U C T U R E OP E N T O S T R U C T U R E OP E N T O ST R U C T U R E OP E N T O S T R U C T U R E O. T . S . 9'-6"9'-6"5'-7" 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 9' - 3 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " 11 ' - 2 " 9' - 0 " 4' - 3 " 7'-4 1/2"11'-10" 4'-4 1/2"9'-6"9'-6" 4'-1 1/2"9'-6"9'-6" CEILING PLAN LEGEND (OR SMILAR)GYPSUM BOARD GFRG ACCOUSTICAL PLASTER ACCOUSTICAL CEILING,REFER TO E1/AE568 AIR SUPPLY SLOT DIFFUSER AIR EXHAUST LIGHT FIXTURE RECESSED DOWNLIGHT PENDANT LIGHT FIXTURE GLASS BREAK SENSOR RECESSED SPRINKLER HEAD EXIT SIGN CEILING ELEVATION ABOVE FINISHED FLOOR OCCUPANCY SENSORLIGHT FIXTURE1. REFER TO EXTERIOR ELEVATIONS AND DETAILS FOR GRILLES AND LOUVERS OF MECH AND FIREPLACE EXHAUST DUCTING (TYP.)2. REFER TO INTERIOR ELEVATIONS FOR CHANGES IN PLANES , SOFFITS ,LIGHTING INSTALLATION HEIGHTS AND OTHER REFERENCES.3. WHERE NOTED "OPEN TO STRUCTURE" COORDINATE PLACEMENT OF SUSPENDED LIGHT FIXTURES TO APPROXIMATE LOCATIONS SHOWN IN PLAN.VERIFY WITH ARCHITECT IN THE FIELD.GENERAL NOTES SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 5:03:09 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt LEVEL 2 CEILING PLAN AE107Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012BH / RKDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 8 " = 1 ' - 0 " A1 LE V E L 2 R C P 1 / 8 " = 1 ' A1 AE 3 0 0 A1 AE 3 0 0 1 162 2 3 4 5 7 8 A1 AE 3 0 0 A1 AE 3 0 0 HOLINESS TO THE LORD THE HOUSE OF THE LORD 1 1 62 2 3 4 5 7 8 611 C1 AE 3 0 0 C1 AE 3 0 0 D1 AE 3 0 1 D1 AE 3 0 1 1 1 1 2 2 3 4 C1 AE 3 0 0 C1 AE 3 0 0 HO L I N E S S T O T H E L O R D T H E H O U S E O F T H E L O R D D1 AE 3 0 1 D1 AE 3 0 1 ER E C T E D 20 1 5 1 1 6 2 2 3 4 5 8 9 10 11 11 AREAS OF DECORATIVE CARVED STONEELEVATION NOTES SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 5:05:10 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt OVERALL ELEVATIONS AE200Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012RKDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 3 / 3 2 " = 1 ' - 0 " A3 NO R T H E L E V A T I O N SC A L E : 3 / 3 2 " = 1 ' - 0 " C3 SO U T H E L E V A T I O N SC A L E : 3 / 3 2 " = 1 ' - 0 " C1 WE S T E L E V A T I O N SC A L E : 3 / 3 2 " = 1 ' - 0 " A1 EA S T E L E V A T I O N WE S T P O R T I C O SO U T H P O R T I C O EA S T P O R T I C O NO R T H P O R T I C O 1ART GLASS 2STONE VENEER 3COLUMN 4TRIGLYPH AND MUTULE 5FIBERGLASS STATUE, GOLD LEAFED 6DOOR 7DOWN SPOUT 8STONE BASE 9CORNER STONE & DEDICATION PLAQUE 10DECORATIVE STONE CARVING 11WINDOWKEYNOTE:BAPTISTRY ENTRY "P A V I L I O N " T Y P "P A V I L I O N " T Y P LEVEL 1 100' - 0"AB F E D A3 AE 3 0 5 A3 AE 3 0 6 A1 AE 3 0 6 A3 AE 3 0 7 A4 AE 3 0 5 A2 AE 3 0 4 A1 AE 3 0 4 K G PARAPET 3 139' - 3 1/2" L. 9 B.4 PARAPET 2 133' - 9 1/2"PARAPET 1 128' - 11"SPIRE CORNICE 189' - 6" AE 4 6 0 A4 L C M AE460A4 AE 4 6 1 A4 A4 AE 3 0 7 AE 4 6 0 D1 AE 4 6 0 D1 SPIRE BASE 150' - 9"T.O. FACING STONE 120' - 4" A1 AE 3 0 7 H E. 2 SPIRE PLINTH 143' - 1"T.O. EAST SPIRE 196' - 10"T.O. STATUE 206' - 4" A3 AE 3 1 2 W. SPIRE ROOF T.O.S.136' - 6" C2 AE 3 1 2 A1 AE 3 1 2 ER E C T E D 20 1 4 SA SB STONE ENTABLATURE &CORNICE ST O N E C L A D SP I R E WI N D O W , S E E SC H E D U L E ST E P P E D S T O N E CA P GI L T S T A T U E OH OH DE C O R A T I V E BR O N Z E VE N T I L A T I O N GR I L L E LEVEL 1 100' - 0" B F N E D A1 AE 3 0 8 A2 AE 3 0 8 A4 AE 3 0 8 K G PARAPET 3 139' - 3 1/2"T.O. STEEL 126' - 3"L.9 B. 4 PARAPET 2 133' - 9 1/2"PARAPET 1 128' - 11"L C M T.O. FACING STONE 120' - 4" A4 AE 3 0 5 A3 AE 3 0 5 A2 AE 3 0 4 A1 AE 3 0 4 AE 4 6 3 A4 AE460A4 AE 4 6 0 A4 H E. 2 AE 4 6 0 D1 AE 4 6 0 D1 SPIRE PLINTH 143' - 1"W. SPIRE ROOF T.O.S.136' - 6" A2 AE 3 1 1 ST O N E C L A D , F R E E - S T A N D I N G C O L U M N CARVED STONE PANEL, TYP.ABOVE WINDOWSSTONE CLADDING, TYP.CARVED STONE PANEL CA R V E D S T O N E P A N E L STONE ENTABLATURE & CORNICE OH OH SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 5:05:32 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt EXTERIOR ELEVATIONS AE201aIndianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012RKDF/CN/KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 8 " = 1 ' - 0 " C2 EA S T E L E V A T I O N SC A L E : 1 / 8 " = 1 ' - 0 " A2 WE S T E L E V A T I O N LEVEL 1 100' - 0"AB F E D K G PARAPET 3 139' - 3 1/2" L. 9 B.4 PARAPET 2 133' - 9 1/2"PARAPET 1 128' - 11"SPIRE CORNICE 189' - 6" L C M SPIRE BASE 150' - 9"T.O. FACING STONE 120' - 4" H E. 2 SPIRE PLINTH 143' - 1"T.O. EAST SPIRE 196' - 10"T.O. STATUE 206' - 4"W. SPIRE ROOF T.O.S.136' - 6" SA SB SPIRE CORNICE SPIRE SHAFT SPIRE PLINTH ATTIC 3 ATTIC 2 ATTIC 1 ENTABLATURE FIELD WATER TABLE TYPE F APRON HO N E D F I N I S H O N HO R I Z O N T A L S T E P , AN T I Q U E F I N I S H O N VE R T I C A L F A C E SI N G L E S T O N E W / H O O K E R E D C O R N E R S B O T H S I D E S W/ I N S E T D E D I C A T I O N P L A Q U E , S E E D T L S AL L S T O N E C O P I N G B L O C K S H O N E D F I N I S H , T Y P . HHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHH HHHHHHHHH HHHHHHHHH H HH H H HH H H H H H H H H H H H H H H H H H . H . H H H HH HHHHH HH CU B I C 3 - T I E R C A P S T O N E CU B I C 2 - T I E R C A P S T O N E HHH H HH CU B I C P E D I S T A L , T Y P . CU B I C C A P I T A L , T Y P . HHHHHHH HHHH HHHHHH H HHHHHHH HHHH HHHHHH H H H H QU I R K M I T E R @ CO R N E R S O F S T E P S AL L H O O K E R E D C O R N E R S HHHHHHHHHHHHHHH HHHHH HHHHH HHHHH H H HHHHH HHHHH LEVEL 1 100' - 0" B F N E D K G PARAPET 3 139' - 3 1/2"T.O. STEEL 126' - 3"L.9 B. 4 PARAPET 2 133' - 9 1/2"PARAPET 1 128' - 11"L C M T.O. FACING STONE 120' - 4" H E. 2 SPIRE PLINTH 143' - 1"W. SPIRE ROOF T.O.S.136' - 6" TYPE F APRON WATER TABLE FIELD ENTABLATURE ATTIC 1 ATTIC 2 ATTIC 3 AL L S T O N E C O P I N G B L O C K S H O N E D F I N I S H , T Y P . HHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHH HHHHHHHHH HHHHHHHHH HHH H HH HHHHHHHHHHH HHHHHHHHHHH HHHHHHHHHHHHHHH HHHHH HHHHH HHHHH H HHHH H HHHH HHHHHH HHHHH HHHHHH HHHHH H HHH HHH H H H H H 3/ 4 " B U T T J O I N T ( S T A C K I N G J O I N T ) 3/ 8 " T E R M I N A T I N G Q U I R K M I T E R J O I N T , SE E D E T A I L O N A E 5 1 6 5/ 8 " B U T T J O I N T 1" D Y N A M I C M O V E M E N T J O I N T HI D D E N D Y N A M I C J O I N T HO O K E R E D C O R N E R ST O P R E T U R N C O R N E R ST O N E T Y P E F ST O N E J O I N T L E G E N D H ST O N E F I N I S H L E G E N D ME T A L P A N E L S Y S T E M AN T I Q U E HO N E D - T Y P A L L S H A P E D PI E C E S A N D E L S E W H E R E A S IN D I C A T E D CO U R S I N G M O D U L E L E G E N D 3' - 8 " 1'-11 1/2" FI E L D : ST A G G E R E D R U N N I N G B O N D B E G I N S WI T H F U L L A N D H A L F C O U R S E S A T ED G E A T E D G E O F W I N D O W . CE N T E R E D R U N N I N G B O N D A T NA R R O W P I E R S A N D R E T U R N S . ED G E O F W I N D O W W H E R E O C C U R S WA T E R T A B L E : SE E E L E V A T I O N S F O R L O C A T I O N O F JO I N T S & A L I G N W I T H F I E L D CO U R S E . 2' - 1 1 " 1'-3 3/4" AT T I C 1 & 2 : CE N T E R C O U R S I N G W I T H I N F I E L D CL 3' - 2 " 1'-2" AT T I C 3 : CE N T E R C O U R S I N G W I T H I N F I E L D , DA S H E D L I N E I N D I C A T E S S T O N E MO D U L E S I Z E W I T H I N S E T B A C K CL 3' - 2 " 1'-3 1/2" SP I R E P L I N T H : CE N T E R C O U R S I N G W I T H I N F I E L D CL 3' - 0 1 / 2 " 1'-2 1/8" SP I R E S H A F T : CE N T E R C O U R S I N G W I T H I N F I E L D CL 1' - 1 0 " 9" SP I R E C O R N I C E : CE N T E R C O U R S I N G W I T H I N F I E L D CL 4' - 3 1 / 2 " 1. A L L C O R N I C E R E T U R N S H O O K E R E D . 2. A L L S T O N E I S E X T E R IO R S T O N E T Y P E E , U . N . O . 3. B O T T O M S E G M E N T O F W A T E R T A B L E , 2 " M I N T H I C K S T O N E T Y P GE N E R A L N O T E S SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 5:05:54 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt EXTERIOR ELEVATIONS AE201bIndianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AuthorDF/CN/KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 8 " = 1 ' - 0 " C2 EA S T E L E V A T I O N SC A L E : 1 / 8 " = 1 ' - 0 " A2 WE S T E L E V A T I O N LEVEL 1 100' - 0"23 4 5 8 10 11 A1 AE 3 0 0 A1 AE 3 0 0 A1 AE 3 0 5 A2 AE 3 0 5 A2 AE 3 0 9 A1 AE 3 1 0 A1 AE 3 0 9 T.O. STEEL 126' - 3"PARAPET 2 133' - 9 1/2"PARAPET 1 128' - 11" 4. 8 9 A2 AE 3 1 0 T.O. FACING STONE 120' - 4" A1 AE 3 0 4 A2 AE 3 0 4 A3 AE 3 0 9 7 6 AE 4 6 4 A5 4. 9 8. 7 11 . 7 A4 AE 3 1 0 AE 4 6 5 A5 A4 AE 3 0 9 A4 AE 3 0 4 AE 4 6 0 A5 SI M AE 4 6 2 A1 AE 4 6 2 A1 OH AE 4 6 5 A2 SI M AE 4 6 5 A2 SI M A4 AE304 CO N C E A L E D H O S E B I B OV E R F L O W D O W N S P O U T 1'-1" A1 AE 3 0 1 LEVEL 1 100' - 0"12 3 4 5 8 10 11 12 13 AE 3 0 5 A4 PARAPET 3 139' - 3 1/2"T.O. STEEL 126' - 3"PARAPET 2 133' - 9 1/2"PARAPET 1 128' - 11"SPIRE CORNICE 189' - 6" 4. 8 9 SPIRE BASE 150' - 9"T.O. FACING STONE 120' - 4"A1 AE 3 0 7 7 6 1.7 4. 9 8. 7 11 . 7 AE 5 0 0 C3 C1 AE 3 1 2 SPIRE PLINTH 143' - 1"T.O. EAST SPIRE 196' - 10"T.O. STATUE 206' - 4"W. SPIRE ROOF T.O.S.136' - 6"STONE CLADDING, TYP.STONE ENTABLATURE & CORNICE WI N D O W , S E E S C H E D U L E ST O N E C L A D S P I R E ST E P P E D S T O N E C A P GI L T S T A T U E , O W N E R SU P P L I E D , C O N T R A C T O R IN S T A L L E D C4 AE 3 1 1 SI M A4 AE 3 1 1 SI M C2 AE 3 1 2 SI M AE461A4SIM A3 AE307SIM S2 S1 A2 AE 3 1 1 A1 AE 3 0 1 A1 AE 3 0 1 AE 4 6 3 A1 AE 4 6 3 A1 H AE 6 0 1 A4 AE 5 5 0 N L. 9 L M N L. 9 L M NL.9LM SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/17/2012 12:49:30 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt EXTERIOR ELEVATIONS AE202aIndianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012RKDF/CN/KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 8 " = 1 ' - 0 " E3 SO U T H E L E V A T I O N SC A L E : 1 / 8 " = 1 ' - 0 " A1 SO U T H E L E V A T I O N SC A L E : 1 / 8 " = 1 ' - 0 " E1 S. P O R T I C O W E S T SC A L E : 1 / 8 " = 1 ' - 0 " E2 S. P O R T I C O - E A S T SCALE: 1/8" = 1'-0"E5BAPTISTRY ENTRY - WEST RETURNSTONE CLADDING, TYP.STONE ENTABLATURE & CORNICE ST O N E C L A D D I N G , T Y P . ST O N E EN T A B L A T U R E & CO R N I C E 3SEPT 10, 2012ADDENDUM 3 4SEPT 17, 2012ADDENDUM 4 3 3 4 4 LEVEL 1 100' - 0"23 4 5 8 10 11 T.O. STEEL 126' - 3"PARAPET 2 133' - 9 1/2"PARAPET 1 128' - 11" 4. 8 9 T.O. FACING STONE 120' - 4" 7 6 4. 9 8. 7 11 . 7 TYPE F APRON WATER TABLE FIELD ENTABLATURE ATTIC 1 ATTIC 2 AL L S T O N E C O P I N G B L O C K S H O N E D F I N I S H , T Y P . HHHHHHHHH HHHHHHHHH HHHHHHHHH HHHHHHHHH H HH H HHHH HHHHH HHHHH HHHHH HHHHH H H CU B I C B A S E , T Y P . CU B I C C A P I T A L , T Y P . HH H HHHHHHHH HHHHHH H HH HHHHHHHH HHHHHH CU B I C P I L A S T E R S HH H HHHHH HH HHHHHHHHH HHHHHHHHH HHH HHH LEVEL 1 100' - 0"1 2 3 4 5 8 10 11 12 13 PARAPET 3 139' - 3 1/2"T.O. STEEL 126' - 3"PARAPET 2 133' - 9 1/2"PARAPET 1 128' - 11"SPIRE CORNICE 189' - 6" 4. 8 9 SPIRE BASE 150' - 9"T.O. FACING STONE 120' - 4" 7 6 1. 7 4. 9 8. 7 11 . 7 SPIRE PLINTH 143' - 1"T.O. EAST SPIRE 196' - 10"T.O. STATUE 206' - 4"W. SPIRE ROOF T.O.S.136' - 6" S2 S1 SPIRE CORNICE SPIRE SHAFT SPIRE PLINTH ATTIC 3 ATTIC 2 ATTIC 1 ENTABLATURE FIELD WATER TABLE TYPE F APRON HO N E D F I N I S H O N HO R I Z O N T A L S T E P , AN T I Q U E F I N I S H O N VE R T I C A L F A C E HHHHHHHHH H H H H H HHHHH HHHHHHH H HHHHH HHHHH HHHHH HHHHH HHHHHHH HHHHH HHHHH H HHHHH HHHHH HHHHH H H HHH HHHHH HH CU B I C 2 - T I E R C A P S T O N E QU I R K M I T E R @ CO R N E R S O F S T E P S AL L H O O K E R E D C O R N E R S HH N L. 9 L M H H HHH H HH H H N L. 9 L M H H HHHH HH H H NL.9LM H HHHHHHHHHHHHHHHHHHHH 3/ 4 " B U T T J O I N T ( S T A C K I N G J O I N T ) 3/ 8 " T E R M I N A T I N G Q U I R K M I T E R J O I N T , SE E D E T A I L O N A E 5 1 6 5/ 8 " B U T T J O I N T 1" D Y N A M I C M O V E M E N T J O I N T HI D D E N D Y N A M I C J O I N T HO O K E R E D C O R N E R ST O P R E T U R N C O R N E R ST O N E T Y P E F ST O N E J O I N T L E G E N D H ST O N E F I N I S H L E G E N D ME T A L P A N E L S Y S T E M AN T I Q U E HO N E D - T Y P A L L S H A P E D PI E C E S A N D E L S E W H E R E A S IN D I C A T E D 1. A L L C O R N I C E R E T U R N S H O O K E R E D . 2. A L L S T O N E I S E X T E R IO R S T O N E T Y P E E , U . N . O . 3. B O T T O M S E G M E N T O F W A T E R T A B L E , 2 " M I N T H I C K S T O N E T Y P GE N E R A L N O T E S SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 5:06:40 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt EXTERIOR ELEVATIONS AE202bIndianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AuthorDF/CN/KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 8 " = 1 ' - 0 " E3 SO U T H E L E V A T I O N SC A L E : 1 / 8 " = 1 ' - 0 " A1 SO U T H E L E V A T I O N SC A L E : 1 / 8 " = 1 ' - 0 " E2 S. P O R T I C O - E A S T SC A L E : 1 / 8 " = 1 ' - 0 " E1 S. P O R T I C O W E S T SCALE: 1/8" = 1'-0"E5BAPTISTRY ENTRY - WEST RETURN LEVEL 1 100' - 0" 2 3 4 5 81011 A1 AE 3 0 0 A1 AE 3 0 0 T.O. STEEL 126' - 3"PARAPET 2 133' - 9 1/2"PARAPET 1 128' - 11" 4. 8 9 A1 AE 3 1 1 A3 AE304 A1 AE 3 1 0 AE 4 6 0 A5 T.O. FACING STONE 120' - 4" 7 6 A2 AE 3 0 9 A1 AE 3 0 9 A2 AE 3 0 4 A1 AE 3 0 4 AE 4 6 4 A1 AE 4 6 2 A5 AE 4 6 2 A5 1. 7 4. 9 8.7 A4 AE 3 1 0 AE465A2 OH AE460A5SIMOH OV E R F L O W D O W N S P O U T CO N C E A L E D H O S E B I B 1'-1" A1 AE301A1AE301AE521A5 LE V E L 1 10 0 ' - 0 " 1 2 3 4 5 8 10111213 PA R A P E T 3 13 9 ' - 3 1 / 2 " T. O . S T E E L 12 6 ' - 3 " PA R A P E T 2 13 3 ' - 9 1 / 2 " PA R A P E T 1 12 8 ' - 1 1 " SP I R E C O R N I C E 18 9 ' - 6 " 4. 8 9 SP I R E B A S E 15 0 ' - 9 " T. O . F A C I N G S T O N E 12 0 ' - 4 " 7 6 A1 AE 3 0 7 1. 7 4. 9 8. 7 11.7 C1 AE 3 1 2 SP I R E P L I N T H 14 3 ' - 1 " T. O . E A S T S P I R E 19 6 ' - 1 0 " T. O . S T A T U E 20 6 ' - 4 " W. S P I R E R O O F T . O . S . 13 6 ' - 6 " ST O N E C L A D D I N G , T Y P . ST O N E E N T A B L A T U R E & C O R N I C E WI N D O W , S E E SC H E D U L E ST O N E C L A D S P I R E ST E P P E D S T O N E C A P GI L T S T A T U E , O W N E R SU P P L I E D , C O N T R A C T O R IN S T A L L E D C4 AE311SIMA4AE311SIM C2 AE 3 1 2 SI M AE 4 6 1 A4 SI M CO N C E A L E D H O S E B I B S2 S1 A2 AE311 A1 AE301A1AE301 A3 AE 5 5 0 AE 4 6 3 A1 AE463A1 H AE 6 0 1 A4 AE 5 5 0 A B B. 4 C A B B. 4 C SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/17/2012 12:10:35 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt EXTERIOR ELEVATIONS AE203aIndianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 8 " = 1 ' - 0 " E3 NO R T H E L E V A T I O N SC A L E : 1 / 8 " = 1 ' - 0 " A2 NO R T H E L E V A T I O N SC A L E : 1 / 8 " = 1 ' - 0 " E2 PO R T I C O W E S T P I E R SC A L E : 1 / 8 " = 1 ' - 0 " E1 PO R T I C O E A S T P I E R STONE CLADDING, TYP.STONE ENTABLATURE & CORNICE ST O N E C L A D D I N G , T Y P . ST O N E EN T A B L A T U R E & CO R N I C E 3SEPT 10, 2012ADDENDUM 3 4SEPT 17, 2012ADDENDUM 4STONE PANEL ILO WDW, SEE DTL 3 3 4 4 LEVEL 1 100' - 0" 2 3 4 5 8 1011 T.O. STEEL 126' - 3"PARAPET 2 133' - 9 1/2"PARAPET 1 128' - 11" 4. 8 9 T.O. FACING STONE 120' - 4" 7 6 1. 7 4. 9 8.7 TYPE F APRON WATER TABLE FIELD ENTABLATURE ATTIC 1 ATTIC 2 AL L S T O N E C O P I N G B L O C K S H O N E D F I N I S H , T Y P . HHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHHHH HHHHHHHHH HHHHHHHHH HHH HH H HHHHHHHHHHHHHHH HHHHH HHHHH HHHHH HHHHHH CU B I C B A S E , T Y P . CU B I C C A P I T A L , T Y P . HHHHHHHH HHHHHH HHHHHHHH HHHHHH H HHHH HHH H H A B B. 4 C H H HHHHHH HH A B B. 4 C HH HHHHHH HH LE V E L 1 10 0 ' - 0 " 1 2 3 4 5 8 10111213 PA R A P E T 3 13 9 ' - 3 1 / 2 " T. O . S T E E L 12 6 ' - 3 " PA R A P E T 2 13 3 ' - 9 1 / 2 " PA R A P E T 1 12 8 ' - 1 1 " SP I R E C O R N I C E 18 9 ' - 6 " 4. 8 9 SP I R E B A S E 15 0 ' - 9 " T. O . F A C I N G S T O N E 12 0 ' - 4 " 7 6 1. 7 4. 9 8.711.7 SP I R E P L I N T H 14 3 ' - 1 " T. O . E A S T S P I R E 19 6 ' - 1 0 " T. O . S T A T U E 20 6 ' - 4 " W. S P I R E R O O F T . O . S . 13 6 ' - 6 " S2 S1 TYPE F APRON WATER TABLE FIELD ENTABLATURE ATTIC 1 ATTIC 2 ATTIC 3SPIRE PLINTHSPIRE SHAFTSPIRE CORNICE HO N E D F I N I S H O N H O R I Z O N T A L S T E P , AN T I Q U E F I N I S H O N V E R T I C A L F A C E HHHHHHHHH H H H H H HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHH HHHHHHH HHHHH HHHHH H HHHHH HHHHH HHHHH H H HHH HHHHH HH QU I R K M I T E R @ CO R N E R S O F S T E P S AL L H O O K E R E D C O R N E R S H H CU B I C 3 - T I E R C A P ST O N E ( 4 L O C A T I O N S TO T A L ) 3/ 4 " B U T T J O I N T ( S T A C K I N G J O I N T ) 3/ 8 " T E R M I N A T I N G Q U I R K M I T E R J O I N T , SE E D E T A I L O N A E 5 1 6 5/ 8 " B U T T J O I N T 1" D Y N A M I C M O V E M E N T J O I N T HI D D E N D Y N A M I C J O I N T HO O K E R E D C O R N E R ST O P R E T U R N C O R N E R ST O N E T Y P E F ST O N E J O I N T L E G E N D H ST O N E F I N I S H L E G E N D ME T A L P A N E L S Y S T E M AN T I Q U E HO N E D - T Y P A L L S H A P E D PI E C E S A N D E L S E W H E R E A S IN D I C A T E D 1. A L L C O R N I C E R E T U R N S H O O K E R E D . 2. A L L S T O N E I S E X T E R IO R S T O N E T Y P E E , U . N . O . 3. B O T T O M S E G M E N T O F W A T E R T A B L E , 2 " M I N T H I C K S T O N E T Y P GE N E R A L N O T E S SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 5:07:27 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt EXTERIOR ELEVATIONS AE203bIndianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AuthorDF/CN/KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 8 " = 1 ' - 0 " E3 NO R T H E L E V A T I O N SC A L E : 1 / 8 " = 1 ' - 0 " E1 PO R T I C O E A S T P I E R SC A L E : 1 / 8 " = 1 ' - 0 " E2 PO R T I C O W E S T P I E R SC A L E : 1 / 8 " = 1 ' - 0 " A2 NO R T H E L E V A T I O N N T. O . S T E E L 12 6 ' - 3 " L. 9 PA R A P E T 2 13 3 ' - 9 1 / 2 " PA R A P E T 1 12 8 ' - 1 1 " L M C5 AE 3 1 1 SI M AE 5 2 8 A3 A1 AE 5 1 0 ST O N E C L A D S C R E E N W A L L GA L V S T E E L P O S T , S E E S T R U C T U R E Roof 125' - 5 1/4"345 T.O. STEEL 126' - 3"PARAPET 2 133' - 9 1/2"PARAPET 1 128' - 11"4.8 6 4.9 STONE ENTABLATURE & CORNICE A5 AE 3 1 1 SI M ST O N E C L A D S C R E E N W A L L GA L V S T E E L P O S T , S E E S T R U C T U R E F E G PARAPET 3 139' - 3 1/2"T.O. STEEL 126' - 3"PARAPET 2 133' - 9 1/2"PARAPET 1 128' - 11"SPIRE CORNICE 189' - 6"SPIRE BASE 150' - 9"H E. 2 SPIRE PLINTH 143' - 1"T.O. EAST SPIRE 196' - 10"T.O. STATUE 206' - 4"A3 AE312 W. SPIRE ROOF T.O.S.136' - 6" C2 AE 3 1 2 WINDOW, SEE SCHEDULESTONE CLAD SPIRESTEPPED STONE CAPGILT STATUE, OWNER SUPPLIED, CONTRACTOR INSTALLED SPIRE ACCESS DOOR, SEE DR SCHEDULEC1 AE312A1AE312AE461A4SIMSASB METAL PANEL RAIN SCREEN SYSTEMAE465A1 F E G PA R A P E T 3 13 9 ' - 3 1 / 2 " T. O . S T E E L 12 6 ' - 3 " PA R A P E T 2 13 3 ' - 9 1 / 2 " PA R A P E T 1 12 8 ' - 1 1 " H E. 2 W. S P I R E R O O F T . O . S . 13 6 ' - 6 " A4 AE 3 1 1 C4 AE 3 1 1 CO N C E A L E D H O S E B I B , C O O R D LO C A T I O N I N F I E L D W / A R C H I T E C T ME T A L P A N E L R A I N S C R E E N , J O I N T I N G PA T T E R N T O M I M I C S T O N E J T S , T Y P SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/27/2012 10:53:02 AM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt EXTERIOR ELEVATIONS AE204aIndianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 20120RKDF/CN/KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 8 " = 1 ' - 0 " A3 RO O F P A R A P E T - T Y P S H O R T L E G SC A L E : 1 / 8 " = 1 ' - 0 " A4 RO O F P A R A P E T - T Y P L O N G L E G SC A L E : 1 / 8 " = 1 ' - 0 " B4 EA S T S P I R E - W E S T E L E V SC A L E : 1 / 8 " = 1 ' - 0 " B3 WE S T S P I R E - E A S T E L E V 1AUG 27, 2012ADDENDUM 11 Roof 125' - 5 1/4"345 T.O. STEEL 126' - 3"PARAPET 2 133' - 9 1/2"PARAPET 1 128' - 11"4.84.9 HHH N T. O . S T E E L 12 6 ' - 3 " L. 9 PA R A P E T 2 13 3 ' - 9 1 / 2 " PA R A P E T 1 12 8 ' - 1 1 " L M HHHHH F E G PA R A P E T 3 13 9 ' - 3 1 / 2 " T. O . S T E E L 12 6 ' - 3 " PA R A P E T 2 13 3 ' - 9 1 / 2 " PA R A P E T 1 12 8 ' - 1 1 " H E. 2 W. S P I R E R O O F T . O . S . 13 6 ' - 6 " HHHHH HHHHH HHHHH HHHHH F E G PARAPET 3 139' - 3 1/2"T.O. STEEL 126' - 3"PARAPET 2 133' - 9 1/2"PARAPET 1 128' - 11"SPIRE CORNICE 189' - 6"SPIRE BASE 150' - 9"H E. 2 SPIRE PLINTH 143' - 1"T.O. EAST SPIRE 196' - 10"T.O. STATUE 206' - 4"W. SPIRE ROOF T.O.S.136' - 6" SA SB H HHH H H H HH HHHHH HH CUBIC 2-TIER CAP STONE QU I R K M I T E R @ CO R N E R S O F S T E P S ALL HOOKERED CORNERS HHHHH HHHHH HHHHH HHHHH 3/ 4 " B U T T J O I N T ( S T A C K I N G J O I N T ) 3/ 8 " T E R M I N A T I N G Q U I R K M I T E R J O I N T , SE E D E T A I L O N A E 5 1 6 5/ 8 " B U T T J O I N T 1" D Y N A M I C M O V E M E N T J O I N T HI D D E N D Y N A M I C J O I N T HO O K E R E D C O R N E R ST O P R E T U R N C O R N E R ST O N E T Y P E F ST O N E J O I N T L E G E N D H ST O N E F I N I S H L E G E N D ME T A L P A N E L S Y S T E M AN T I Q U E HO N E D - T Y P A L L S H A P E D PI E C E S A N D E L S E W H E R E A S IN D I C A T E D 1. A L L C O R N I C E R E T U R N S H O O K E R E D . 2. A L L S T O N E I S E X T E R I O R S T O N E T Y P E E , U . N . O . 3. B O T T O M S E G M E N T O F W A T E R T A B L E , 2 " M I N T H I C K S T O N E T Y P GE N E R A L N O T E S SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 5:07:52 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt EXTERIOR ELEVATIONS AE204bIndianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AuthorDF/CN/KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 8 " = 1 ' - 0 " A4 RO O F P A R A P E T - T Y P L O N G L E G SC A L E : 1 / 8 " = 1 ' - 0 " A3 RO O F P A R A P E T - T Y P S H O R T L E G SC A L E : 1 / 8 " = 1 ' - 0 " B3 WE S T S P I R E - E A S T E L E V SC A L E : 1 / 8 " = 1 ' - 0 " B4 EA S T S P I R E - W E S T E L E V LEVEL 1 100' - 0" 1 2 3 4 8 10 11 12 13 B.O. PLINTH 97' - 0" A1 AE 3 0 0 A1 AE 3 0 0 AE 3 0 6 A3 PARAPET 3 139' - 3 1/2"T.O. STEEL 126' - 3"MECH 116' - 0"PARAPET 2 133' - 9 1/2"PARAPET 1 128' - 11"SPIRE CORNICE 189' - 6" 4. 8 9 SPIRE BASE 150' - 9" 7 6 1. 7 4. 9 8. 7 11 . 7 SPIRE PLINTH 143' - 1"T.O. EAST SPIRE 196' - 10"T.O. STATUE 206' - 4"W. SPIRE ROOF T.O.S.136' - 6" AE 3 1 1 C4 VE S T I B U L E 10 0 EN T R Y 10 1 HA L L 14 0 HA L L 15 1 LO B B Y 15 0 LO B B Y A T T I C R1 0 0 CA T W A L K 22 2 CA T W A L K 22 1 2 3 45 1 67 6 3 8 9 S2S2 S1S1 A1 AE 3 0 1 A1 AE 3 0 1 AE 5 5 0 D1 DA S H E D L I N E I N D I C A T E S P L A N E O F B U I L D I N G EN V E L O P E ; A L L A S S E M B L I E S A N D I N T E R F A C E S AL O N G P L A N E O F B U I L D I N G E N V E L O P E M U S T PR E V E N T R A I N W A T E R P E N E T R A T I O N , A I R L E A K A G E , TH E R M A L T R A N S F E R , A N D V A P O R D I F F U S I O N . TY P A T A L L C A T W A L K S , R O U T E & I N S T A L L A L L M E C H A N I C A L DU C T & P I P I N G T I G H T T O S T R U C T U R E AN D B E T W E E N B E A M S A S R E Q U I R E D TO M A I N T A I N M I N H E A D C L E A R A N C E O F 7 ' - 0 " WI T H I N T E R M I T T E N T R E D U C T I O N S T O 6 ' - 4 " AE 3 0 8 A2 AE 3 1 2 C1 LE V E L 1 10 0 ' - 0 " BA S E M E N T 88 ' - 0 " A B F N E C1 AE 3 0 0 C1 AE 3 0 0 BA P T I S T R Y 17 0 HA L L 14 0 IN S T R U C T I O N - WO M E N 12 7 RE S T R O O M - WO M E N 12 2 ME C H 20 3 D K G T. O . S T E E L 12 6 ' - 3 " ME C H 11 6 ' - 0 " L. 9 B. 4 ME C H S T E P 11 4 ' - 6 " PA R A P E T 2 13 3 ' - 9 1 / 2 " PA R A P E T 1 12 8 ' - 1 1 " LO W E R F O N T B0 5 ME C H 20 5 BO I L E R R O O M 20 6 D1 AE 3 0 1 D1 AE 3 0 1 L C M T. O . F A C I N G S T O N E 12 0 ' - 4 " H E. 2 ME C H B0 6 HA L L 17 4 A WO R K E R DR E S S I N G - WO M E N 12 4 IN S T R U C T I O N D 12 7 B 1 2 3 3 45 2 458 DA S H E D L I N E I N D I C A T E S P L A N E O F BU I L D I N G E N V E L O P E ; A L L A S S E M B L I E S AN D I N T E R F A C E S A L O N G P L A N E O F BU I L D I N G E N V E L O P E M U S T P R E V E N T RA I N W A T E R P E N E T R A T I O N , A I R LE A K A G E , T H E R M A L T R A N S F E R , A N D VA P O R D I F F U S I O N . TR E N C H D R A I N , S E E F L R P L A N 1. WHERE SHORING CONDITIONS APPLY, CONTRACTOR SHALL PROVIDE WITH IT, THE REQUIRED WATERPROOFING AND DRAINAGE SYSTEM FOR THE CONCRETE & THE SHORING WALL RESPECTIVELY.2. CONTRACTOR IS RESPONSIBLE FOR PROPER TRANSITIONS BETWEEN SHORING SYSTEM, LAID BACK WATERPROOFING & HORIZONTAL WATERPROOFING SYSTEMS - THEY SHALL BE COMPATIBLE ONE TO EACH OTHER & MUST FOLLOW RECOMMENDATIONS FROM THEIR MANUFACTURERS.3. SPACING BETWEEN STRUCTURAL MEMBERS SHALL FOLLOW INDICATIONS GIVEN ON STRUCTURAL PLANS (TYPICAL).4. COLORS, STAINS & FINISHES ON ALL DESCRIPTED MATERIALS ARE PER FINISH PLANS, INTERIOR ELEVATIONS, SPECIFICATIONS & AS SELECTED PER INTERIOR DESIGNER AND/OR ARCHITECT (TYPICAL).5. FIRE PROTECTION ON ASSEMBLIES, ELEMENTS AND MEMBERS SHALL COMPLY WITH ALL THE CODE REQUIREMENTS (TYPICAL) - REFER TO LIFE SAFETY PLANS.6. WOOD MATERIAL UNDER TYPE IIB CONSTRUCTION SHALL BE FIRE AND PRESSURE TREATED (TYPICAL) U.N.O.7. REFER TO PLAN DETAILS FOR SPECIFIC LOCATION OF STUDS THAT WILL ACCOMPLISH ALIGNMENTS OF DIFFERENT TYPES OF WALLS (TYPICAL).8. ALL WALLS SHALL BE BUILT FOLLOWING WALL TYPE PARTITION DETAILS (TYPICAL).9. FOR SUSPENDED CEILING CONSTRUCTION, STUD ATTACHMENT TO STRUCTURAL COMPOSITE DECK SHALL BE ENGINEERED BY STUD INSTALLER; NO POWDER ACTUATED FASTNERS MAY BE USED IN TENSION APPLICATIONS. SEE STRUCTURAL NOTES.GENERAL NOTES SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 5:08:19 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt BUILDING SECTIONS AE300Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012RKDF/CN/KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 8 " = 1 ' - 0 " C1 LO N G I T U D I N A L S E C T I O N SC A L E : 1 / 8 " = 1 ' - 0 " A1 CR O S S S E C T I O N 1ROOFING REFER TO SPECIFICATIONS 2PARAPET WALL 3CEILING REFER TO RCP 4WINDOW SYSTEM 5SOFFIT 6METAL LADDER 7FIBERGLASS STATUE, GOLD LEAFED 8STONE CLAD COLUMN 9METAL GUARDRAIL 10METAL CATWALK 11METAL STAIRKEYNOTES: LE V E L 1 10 0 ' - 0 " BA S E M E N T 88 ' - 0 " 3 4 5 8 10 11 A1 AE 3 0 0 A1 AE 3 0 0 T. O . S T E E L 12 6 ' - 3 " ME C H 11 6 ' - 0 " ME C H S T E P 11 4 ' - 6 " PA R A P E T 2 13 3 ' - 9 1 / 2 " PA R A P E T 1 12 8 ' - 1 1 " 4. 8 9 T. O . F A C I N G S T O N E 12 0 ' - 4 " 7 6 4. 9 8. 7 CH A P E L 15 7 CO N F I R M A T I O N 17 3 CL O T H I N G 17 5 WA I T I N G 10 2 ME C H B0 6 SE C U R I T Y B0 3 ME C H 20 3 TE C H N O L O G Y 20 4 ME C H 20 3 HA L L 15 2 A PA S S T H R U 15 3 2 3 49 1 6 10 11 11 2 3 4 A1 AE 3 0 1 A1 AE 3 0 1 DA S H E D L I N E I N D I C A T E S P L A N E O F BU I L D I N G E N V E L O P E ; A L L A S S E M B L I E S AN D I N T E R F A C E S A L O N G P L A N E O F BU I L D I N G E N V E L O P E M U S T P R E V E N T RA I N W A T E R P E N E T R A T I O N , A I R LE A K A G E , T H E R M A L T R A N S F E R , A N D VA P O R D I F F U S I O N . H AE 6 0 1 BO Y S DR E S S I N G 17 1 B GI R L S DR E S S I N G 16 1 B RA T E D H O R I Z O N T A L C H A S E , SE E P T N T Y P E S 1. WHERE SHORING CONDITIONS APPLY, CONTRACTOR SHALL PROVIDE WITH IT, THE REQUIRED WATERPROOFING AND DRAINAGE SYSTEM FOR THE CONCRETE & THE SHORING WALL RESPECTIVELY.2. CONTRACTOR IS RESPONSIBLE FOR PROPER TRANSITIONS BETWEEN SHORING SYSTEM, LAID BACK WATERPROOFING & HORIZONTAL WATERPROOFING SYSTEMS - THEY SHALL BE COMPATIBLE ONE TO EACH OTHER & MUST FOLLOW RECOMMENDATIONS FROM THEIR MANUFACTURERS.3. SPACING BETWEEN STRUCTURAL MEMBERS SHALL FOLLOW INDICATIONS GIVEN ON STRUCTURAL PLANS (TYPICAL).4. COLORS, STAINS & FINISHES ON ALL DESCRIPTED MATERIALS ARE PER FINISH PLANS, INTERIOR ELEVATIONS, SPECIFICATIONS & AS SELECTED PER INTERIOR DESIGNER AND/OR ARCHITECT (TYPICAL).5. FIRE PROTECTION ON ASSEMBLIES, ELEMENTS AND MEMBERS SHALL COMPLY WITH ALL THE CODE REQUIREMENTS (TYPICAL) - REFER TO LIFE SAFETY PLANS.6. WOOD MATERIAL UNDER TYPE IIB CONSTRUCTION SHALL BE FIRE AND PRESSURE TREATED (TYPICAL) U.N.O.7. REFER TO PLAN DETAILS FOR SPECIFIC LOCATION OF STUDS THAT WILL ACCOMPLISH ALIGNMENTS OF DIFFERENT TYPES OF WALLS (TYPICAL).8. ALL WALLS SHALL BE BUILT FOLLOWING WALL TYPE PARTITION DETAILS (TYPICAL).9. FOR SUSPENDED CEILING CONSTRUCTION, STUD ATTACHMENT TO STRUCTURAL COMPOSITE DECK SHALL BE ENGINEERED BY STUD INSTALLER; NO POWDER ACTUATED FASTNERS MAY BE USED IN TENSION APPLICATIONS. SEE STRUCTURAL NOTES.GENERAL NOTES LE V E L 1 10 0 ' - 0 " A B F N E C1 AE 3 0 0 C1 AE 3 0 0 D K G PA R A P E T 3 13 9 ' - 3 1 / 2 " 1 P. b T. O . S T E E L 12 6 ' - 3 " ME C H 11 6 ' - 0 " L. 9 B. 4 ME C H S T E P 11 4 ' - 6 " PA R A P E T 2 13 3 ' - 9 1 / 2 " PA R A P E T 1 12 8 ' - 1 1 " D1 AE 3 0 1 D1 AE 3 0 1 L C M T. O . F A C I N G S T O N E 12 0 ' - 4 " H E. 2 W. S P I R E R O O F T . O . S . 13 6 ' - 6 " 2 3 1 2 43 IN S T R U C T I O N B 15 4 VE S T I B U L E 15 4 A PA S S T H R U 15 3 LO B B Y 15 0 IN S T R U C T I O N 1 14 9 IN S T R U C T I O N 2 14 8 9 10 DA S H E D L I N E I N D I C A T E S P L A N E O F BU I L D I N G E N V E L O P E ; A L L A S S E M B L I E S AN D I N T E R F A C E S A L O N G P L A N E O F BU I L D I N G E N V E L O P E M U S T P R E V E N T RA I N W A T E R P E N E T R A T I O N , A I R LE A K A G E , T H E R M A L T R A N S F E R , A N D VA P O R D I F F U S I O N . SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 5:08:31 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt BUILDING SECTIONS AE301Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012RKDF/CN/KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 8 " = 1 ' - 0 " D1 BU I L D I N G S E C T I O N 1ROOFING REFER TO SPECIFICATIONS 2PARAPET WALL 3CEILING REFER TO RCP 4WINDOW SYSTEM 5SOFFIT 6METAL LADDER 7FIBERGLASS STATUE, GOLD LEAFED 8STONE CLAD COLUMN 9METAL GUARDRAIL 10METAL CATWALK 11METAL STAIRKEYNOTES: SC A L E : 1 / 8 " = 1 ' - 0 " A1 CR O S S S E C T I O N SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 5:09:09 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt BUILDING AXONOMETRICS AE302Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 AE R I A L A X O N O M E T R I C ( F O R R E F E R E N C E O N L Y ) AE R I A L A X O N O M E T R I C ( F O R R E F E R E N C E O N L Y ) B5/AE303 B4 / A E 3 0 3 B3/AE303 B2/AE303 A5 / A E 3 0 3 A4 / A E 3 0 3 A3/AE303 A4 / A E 3 0 3 B1 / A E 3 0 3 D5 / A E 3 0 3 D1 / A E 3 0 3 D2 / A E 3 0 3 D3 / A E 3 0 3 SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 5:09:39 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt BUILDING AXONOMETRICS AE303Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012RK / MHCN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012SCALE:B5SPIRE CORNER MITER SC A L E : B4 EA S T E N T R Y A T T I C T R A N S I T I O N SC A L E : B3 FI N I A L T R A N S I T I O N SC A L E : B2 EA S T E N T R Y A T T I C O F F S E T SCALE:A5TYPICAL BASE OUTSIDE CORNER SC A L E : A4 TY P I C A L B A S E I N S I D E C O R N E R SC A L E : A3 TY P I C A L P I E R T O B A S E T R A N S I T I O N SC A L E : A2 BA P T I S T R Y E N T R Y T R A N S I T I O N SC A L E : B1 SO U T H P O R T I C O A T T I C T R A N S I T I O N SCALE:D5SOUTH PORTICO PODIUM SC A L E : A1 SO U T H E N T R Y T R A N S I T I O N SC A L E : D1 CO R N I C E C O R N E R D E T A I L SC A L E : D2 SE C O R N E R C O R N I C E A X O N SC A L E : D3 SW C O R N E R S O . P O R T I C O C O R N I C E NO T E : AX O N O M E T R I C S P R O V I D E D F O R R E F E R E N C E O N L Y . THESE VIEWS OF THE EXTERIOR STONE CL A D D I N G A R E I N T E N D E D T O O F F E R C L A R I F I C A T I O N AND DESIGN INTENT FOR RESOLUTION OF STONE PR O F I L E S A T I N T E R S E C T I N G C O N D I T I O N S . S E E W A L L S E C T I O N S O N A E 3 0 4 - 3 1 2 F O R D O C U M E N T A T I O N O F BU I L D I N G E N V E L O P E C O M P O N E N T S A N D A S S E M B L I E S . S E E A E 4 6 0 s F O R S T O N E P R O F I L E S & D I M E N S I O N S . LE V E L 1 10 0 ' - 0 " 3 PA R A P E T 1 12 8 ' - 1 1 " T. O . F A C I N G S T O N E 12 0 ' - 4 " AE 5 0 1 E3 AE 5 3 1 A3 AE 5 3 1 A5 AE 5 3 1 A1 CO N T I N U O U S 4 " S P F S Y S T E M 5/ 8 " E X T S H E A T H I N G 12 " S T R U C T U R A L S T U D ST O N E S I L L SS T T H R U - W A L L F L A S H I N G ST O N E A P R O N LI N E O F W A L L B Y N D ST O N E C L A D D I N G S Y S T E M ON G A L V . S U P P O R T SU B S T R U C T U R E AL U M I N U M W D W SY S T E M ST O N E C O P I N G B L O C K 6" M I N R I G I D I N S U L A T I O N CO N C R E T E O N M T L DE C K , S E E S T R U C T U R E 5/ 8 " E X T E R I O R S H E A T H I N G ST O N E C L A D D I N G SI L L P A N A N D T H R U W A L L FL A S H I N G SS T T H R U - W A L L F L A S H I N G SS T T H R U - W A L L F L A S H I N G ST O N E P A V E R - S E E LA N D S C A P E ST O N E F I L L - S E E LA N D S C A P E 6" S T R U C T U R A L S T U D CO N T I N U O U S 4 " S P F S Y S T E M CO N C R E T E F O U N D A T I O N & FO O T I N G - S E E S T R U C T U R E AE 5 0 1 C3 SLOPE 8" S T R U C T U R A L S T U D WA T E R P R O O F I N G ME M B R A N E CO N T I N U O U S U N D E R S L A B VA P O R B A R R I E R CO N C R E T E S L A B O N GR A D E SS T F L A S H I N G SE L F A D H E S I V E T R A N S I T I O N FL A S H I N G SE L F A D H E S I V E T R A N S I T I O N FL A S H I N G A T A L L F R A M I N G TR A N S I T I O N S A N D R O U G H OP E N I N G S , T Y P . DR A I N A G E M A T ST R U C T U R A L F R A M I N G , SE E S T R U C T U R A L DE F L E C T I O N S L I P T R A C K BR I D G E B A C K T O E X T E R I O R ST U D TO P T R A C K O F I N T E R I O R ST U D P T N , M I N 2 ’ A B V FI N I S H E D C L G , T Y P 5/ 8 " G Y P , F U L L Y E N C L O S E S P F SY S T E M EN T R Y 17 9 CO N T . V A P O R B A R R I E R RO O F M E M B R A N E , L A P U P AN D O V E R P A R A P E T 5/ 8 " G Y P ST O N E C L A D D I N G S Y S T E M ON G A L V . S U P P O R T SU B S T R U C T U R E HE A T T R A C E W H E R E OC C U R S , S E E E L E C . LI G H T F I X T U R E , S E E E L E C . 4" S S T S E G M E N T S @ 2 ' O . C . BL O C K I N G A S R E Q ' D SS T C O P I N G DY N A M I C M O V E M E N T J O I N T WA L E R / G R I D S Y S T E M F O R ST O N E S U P P O R T , T Y P , B Y ST O N E I N S T A L L E R GA L V . S T E E L S T O N E SU P P O R T S U B S T R U C T U R E 1' - 0 3 / 4 " T O O U T S I D E F . O . S H E A T H I N G 6" S T R U C T U R A L S T U D 6" S T R U C T U R A L S T U D AE 5 0 4 1 5/ 8 " G Y P , F U L L Y E N C L O S E S P F SY S T E M LE V E L 1 10 0 ' - 0 " 3 PA R A P E T 1 12 8 ' - 1 1 " T. O . F A C I N G S T O N E 12 0 ' - 4 " AE 5 0 1 E3 SI M ST O N E C O P I N G B L O C K 6" M I N R I G I D I N S U L A T I O N CO N C R E T E O N M T L D E C K , SE E S T R U C T CO N T . V A P O R B A R R I E R 5/ 8 " E X T E R I O R S H E A T H I N G SS T T H R U - W A L L F L A S H I N G ST O N E A P R O N ST O N E C L A D D I N G S Y S T E M O N GA L V . S U P P O R T S U B S T R U C T U R E ST O N E P A V E R - S E E LA N D S C A P I N G ST O N E F I L L - S E E LA N D S C A P I N G 1 3 / 4 " A I R S P A C E CO N C R E T E F O U N D A T I O N & F O O T I N G - S E E ST R U C T U R E 6" S T R U C T U R A L S T U D 12 " S T R U C T U R A L S T U D , RE F E R T O S T R U C T U R E LA P P E D S T U D S , S E E ST R U C T U R E 8" S T R U C T U R A L S T U D , RE F E R T O S T R U C T U R E CO N T I N U O U S 4 " S P F SY S T E M AE 5 0 1 C3 SE L F A D H E S I V E T R A N S I T I O N FL A S H I N G A T A L L F R A M I N G TR A N S I T I O N S A N D R O U G H OP E N I N G S , T Y P . SE L F A D H E S I V E T R A N S I T I O N FL A S H I N G DY N A M I C M O V E M E N T J O I N T 3 5 / 8 " S T U D WA T E R P R O O F I N G ME M B R A N E CO N T I N U O U S U N D E R S L A B VA P O R B A R R I E R RE C E S S E D C O N C R E T E S L A B ON G R A D E - S E E P L A N S SS T F L A S H I N G DR A I N A G E M A T WA L L F I N I S H , S E E S C H E D U L E BR I D G E B A C K T O EX T E R I O R S T U D , 8' - 0 " O C , T Y P TE R M I N A T E 3 5 / 8 " S T U D 2 ' - 0 " MI N A B O V E F I N I S H E D C E I L I N G AN D B R A C E B A C K T O EX T E R I O R S T R U C T U R E DE F L E C T I O N S L I P T R A C K ST O N E C L A D D I N G S Y S T E M ON G A L V . S U P P O R T SU B S T R U C T U R E RO O F M E M B R A N E , L A P U P AN D O V E R P A R A P E T RE S T R O O M - ME N 10 2 B MU D S E T T O P P I N G A N D F L O O R FI N I S H - S E E P L A N S A N D SC H E D U L E SS T C O P I N G SLOPE HE A T T R A C E W H E R E OC C U R S , S E E E L E C . LI G H T F I X T U R E , SE E E L E C . BL O C K I N G A S R E Q ' D 4" S S T S E G M E N T S @ 2 ' O . C . ST O N E C L A D D I N G S Y S T E M ON G A L V . S U P P O R T SU B S T R U C T U R E WA L E R / G R I D S Y S T E M FO R S T O N E S U P P O R T , TY P , B Y S T O N E IN S T A L L E R GA L V . S T E E L S T O N E SU P P O R T S U B S T R U C T U R E AE 5 0 4 1 SS T F L A S H I N G 1' - 4 3 / 4 " T O O U T S I D E F . O . S H E A T H I N G 1' - 0 3 / 4 " T O O U T S I D E F . O . S H E A T H I N G LE V E L 1 10 0 ' - 0 " B. 4 PA R A P E T 1 12 8 ' - 1 1 " T. O . F A C I N G S T O N E 12 0 ' - 4 " AE 5 0 1 E3 SI M ST O N E C O P I N G B L O C K 6" M I N R I G I D I N S U L A T I O N CO N C R E T E O N M T L D E C K , SE E S T R U C T CO N T . V A P O R B A R R I E R 5/ 8 " E X T E R I O R S H E A T H I N G ST O N E C L A D D I N G S Y S T E M O N GA L V . S U P P O R T S U B S T R U C T U R E SS T T H R U - W A L L F L A S H I N G 5/ 8 " E X T S H E A T H I N G 12 " S T R U C T U R A L S T U D CO N T I N U O U S 4 " S P F S Y S T E M ST O N E C L A D D I N G S Y S T E M CO N T I N U O U S 4 " S P F S Y S T E M CO N C R E T E F O U N D A T I O N & F O O T I N G - S E E ST R U C T U R E 6" S T R U C T U R A L S T U D SS T T H R U - W A L L F L A S H I N G ST O N E A P R O N ST O N E C L A D D I N G S Y S T E M ON G A L V . S U P P O R T SU B S T R U C T U R E ST O N E P A V E R - SE E L A N D S C A P E DR A I N A G E M A T PR O V I D E B L O C K I N G A N D BA C K U P F O R M I R R O R A S RE Q U I R E D , S E E I N T E R I O R EL E V A T I O N AE 5 0 1 C3 AE 5 3 1 A5 WA T E R P R O O F I N G M E M B R A N E CO N C R E T E S L A B O N G R A D E CO N T I N U O U S U N D E R S L A B VA P O R B A R R I E R 3 5 / 8 " S T U D RO O F M E M B R A N E , L A P U P AN D O V E R P A R A P E T SE L F A D H E S I V E T R A N S I T I O N FL A S H I N G SE L F A D H E S I V E T R A N S I T I O N FL A S H I N G A T A L L F R A M I N G TR A N S I T I O N S A N D R O U G H OP E N I N G S , T Y P . 5/ 8 " G Y P B D DE F L E C T I O N S L I P T R A C K BR I D G E B A C K T O EX T E R I O R S T R U C T U R E , 8' - 0 " O C , T Y P TE R M I N A T E P T N 2 ' - 0 " M I N AB O V E F I N I S H E D C E I L I N G AN D B R A C E B A C K T O EX T E R I O R S T R U C T 5/ 8 " G Y P , F U L L Y E N C L O S E S P F SY S T E M 5/ 8 " G Y P B D , F U L L Y E N C L O S E S P F SY S T E M SS T F L A S H I N G ST O N E F I L L - S E E LA N D S C A P E SS T F L A S H I N G 8" S T R U C T U R A L S T U D , SE E S T R U C T U R A L IN S T R U C T I O N 2 14 8 SE L F A D H E S I V E T R A N S I T I O N FL A S H I N G A T A L L F R A M I N G TR A N S I T I O N S A N D R O U G H OP E N I N G S , T Y P . 1 3 / 4 " A I R S P A C E B E T W E E N S T U D S SS T C O P I N G SLOPE BL O C K I N G A S R E Q ' D HE A T T R A C E W H E R E OC C U R S , S E E E L E C . 4" S S T S E G M E N T S @ 2 ' O . C . LI G H T F I X T U R E , SE E E L E C . WA L E R / G R I D S Y S T E M FO R S T O N E S U P P O R T , TY P , B Y S T O N E IN S T A L L E R 1' - 0 3 / 4 " T O O U T S I D E F . O . S H E A T H I N G ST O N E C O N N E C T I O N HA R D W A R E A S R E Q U I R E D , BY S T O N E I N S T A L L E R 3 5 / 8 " S T U D " G I R T S " F R A M E D BA C K T O J A M B S T R U C T U R E , SE E D E T A I L S LI N E O F W A L L B Y N D AE 5 0 4 2 DE C O R A T I V E C A R V E D S T O N E PA N E L AE 5 0 4 1 LEVEL 1 100' - 0"L.9 PARAPET 1 128' - 11"T.O. FACING STONE 120' - 4"CONTINUOUS 4" SPF SYSTEMSTONE COPING BLOCK 6" MIN RIGID INSULATION CONCRETE ON MTL DECK,SEE STRUCTCONT. VAPOR BARRIER 5/ 8 " E X T E R I O R S H E A T H I N G CO N T I N U O U S 4 " S P F SYSTEM 5/ 8 " E X T S H E A T H I N G SS T T H R U - W A L L F L A S H I N G STONE APRON ST O N E C L A D D I N G S Y S T E M O N GA L V S U P P O R T S U B S T R U C T U R E ST O N E P A V E R - S E E LANDSCAPING ST O N E F I L L - S E E LANDSCAPING 1 3/4" AIR SPACE CONCRETE FOUNDATION &FOOTING - SEE STRUCTURE6" STRUCTURAL STUD 8" STRUCTURAL STUD,REFER TO STRUCTURAL SE L F A D H E S I V E T R A N S I T I O N FLASHING DY N A M I C M O V E M E N T J O I N T 3 5/8" METAL STUD WA T E R P R O O F I N G MEMBRANE CONTINUOUS UNDERSLAB VAPOR BARRIERCONCRETE SLAB ON GRADESST FLASHING DRAINAGE MATWALL FINISH, SEE SCHEDULE AND INTERIOR ELEVS BR I D G E B A C K T O EX T E R I O R S T U D , 8'-0" OC, TYPTERMINATE FURRING 2'-0"MIN ABOVE FINISHED CEILING AND BRACE BACK TO EXTERIOR STRUCTURE5/8” GAP AT TOP TRACK,“WARP ZONE” DETAILING, SEE EXTERIOR JOINTING ELEVATIONS ST O N E C L A D D I N G S Y S T E M ON GALV. SUPPORT SUBSTRUCTURE RO O F M E M B R A N E , L A P U P AND OVER PARAPET FLOOR FINISH - SEE PLANS AND SCHEDULEINSTRUCTION B 154 SS T C O P I N G SLOPEHEAT TRACE WHERE OCCURS, SEE ELEC. LI G H T F I X T U R E , S E E E L E C . 4" S S T S E G M E N T S @ 2 ' O . C . BLOCKING AS REQ'D ST O N E C L A D D I N G S Y S T E M ON G A L V . S U P P O R T SU B S T R U C T U R E WA L E R / G R I D S Y S T E M FO R S T O N E S U P P O R T , TY P , B Y S T O N E INSTALLERGALV. STEEL STONE SU P P O R T S U B S T R U C T U R E 1'-0 3/4" TO OUTSIDE F.O. SHEATHING LI N E O F T Y P C O R N I C E E X T E N T , SE E R O O F P L A N F O R CO N F I G U R A T I O N A T W A L L ST E P P I N G & C O R N E R S AE 5 0 4 1 AE5043 1'-10"AE504A3SIM5/8" GYP SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 2:31:51 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 \\psf\Home\Documents\A12_2011507_LDS Church Indianapolis Temple_Benh.rvt WALL SECTIONS AE304Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012RK / JM / RMDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 3 / 4 " = 1 ' - 0 " A1 SE C T I O N - P A V I L I O N W D W SC A L E : 3 / 4 " = 1 ' - 0 " A2 SE C T I O N - P A V I L I O N W D W F L A N K SC A L E : 3 / 4 " = 1 ' - 0 " A3 SE C T I O N - S T O N E P A N E L K SC A L E : 3/4" = 1'-0" A4 SE C T I O N - C O R N E R C O N D I T I O N , T Y P . LE V E L 1 10 0 ' - 0 " T. O . S T E E L 12 6 ' - 3 " L. 9 PA R A P E T 1 12 8 ' - 1 1 " T. O . F A C I N G S T O N E 12 0 ' - 4 " AE 5 0 1 A1 ST O N E C O P I N G B L O C K 6" M I N R I G I D I N S U L A T I O N + TA P E R E D I N S U L A T I O N , S E E R O O F PL A N ( C R I C K E T W H E R E AP P L I C A B L E ) CO N C R E T E O N M T L D E C K CO N T . V A P O R B A R R I E R ST O N E C L A D D I N G S Y S T E M ON G A L V . S U P P O R T SU B S T R U C T U R E 4" S P F S Y S T E M 5/ 8 " E X T S H E A T H I N G 8" S T R U C T U R A L S T U D SS T T H R U - W A L L F L A S H I N G ST O N E A P R O N ST O N E C L A D D I N G S Y S T E M ON G A L V . S U P P O R T SU B S T R U C T U R E CO N T I N U O U S 4 " S P F S Y S T E M ST O N E P A V E R - S E E LA N D S C A P E CO N C R E T E S L A B O N G R A D E 3 5 / 8 " S T U D CO N T I N U O U S U N D E R S L A B VA P O R B A R R I E R WA T E R P R O O F I N G ME M B R A N E CO N C R E T E F O U N D A T I O N - S E E ST R U C T U R E ST O N E F I L L - S E E LA N D S C A P E DR A I N A G E M A T AE 5 0 2 D3 SI M GA L V A N I Z E D S T E E L G I R T , S E E ST R U C T U R A L CO A T S 17 8 A GU T T E R DE F L E C T I O N S L I P T R A C K BR I D G E B A C K T O EX T E R I O R S T U D , 8' - 0 " O C , T Y P TE R M I N A T E D R I P P A N I N S I D E PI E R W / D R I P E D G E TO P P I N G S L A B W / S L O P E D DR A I N A G E C H A N N E L S 8" S T R U C T U R A L S T U D , 4 S I D E D C A N T I L E V E R E D BO X - S H E A T H A L L SI D E S W I T H 1 8 g a G A L V SH E E T M E T A L 3' - 0 " RA I N W A T E R L E A D E R W/ H E A T T R A C E DY N A M I C M O V E M E N T J O I N T WA L E R / G R I D S Y S T E M F O R ST O N E S U P P O R T , T Y P , B Y ST O N E I N S T A L L E R GA L V . S T E E L S T O N E SU P P O R T S U B S T R U C T U R E HE A T T R A C E W H E R E OC C U R S , S E E E L E C . LI G H T F I X T U R E , S E E E L E C . 4" S S T S E G M E N T S @ 2 ' O . C . 6" S T R U C T U R A L S T U D SE L F A D H E S I V E T R A N S I T I O N FL A S H I N G M E M B R A N E RO O F M E M B R A N E 8 3 / 4 " AE 5 0 2 E3 SI M LE V E L 1 10 0 ' - 0 " T. O . S T E E L 12 6 ' - 3 " L. 9 PA R A P E T 1 12 8 ' - 1 1 " T. O . F A C I N G S T O N E 12 0 ' - 4 " ST O N E C O P I N G B L O C K 6" M I N R I G I D I N S U L A T I O N + TA P E R E D I N S U L , S E E RO O F P L A N ( C R I C K E T WH E R E A P P L I C A B L E ) CO N C R E T E O N M T L DE C K CO N T . V A P O R BA R R I E R ST O N E C L A D D I N G S Y S T E M ON G A L V . S U P P O R T SU B S T R U C T U R E 8" S T R U C T U R A L ST U D ST O N E P A V E R - SE E L A N D S C A P I N G ST O N E P I L A S T E R BE Y O N D DO O R , S E E S C H E D U L E CO N C R E T E F O U N D A T I O N - S E E ST R U C T U R E BR O N Z E T H R E S H O L D FL U S H W A L K - O F F MA T , S E E D E T A I L S CO N T I N U O U S 4 " S P F SY S T E M 5/ 8 " E X T E R I O R SH E A T H I N G SS T F L A S H I N G AE 5 3 6 E1 ST O N E C L A D D I N G S Y S T E M ON G A L V . S U P P O R T SU B S T R U C T U R E GU T T E R AE 5 0 1 C1 CO N T I N U O U S U N D E R S L A B VA P O R B A R R I E R WA T E R P R O O F I N G M E M B R A N E AE 5 0 2 D3 SI M RE C E S S E D L I G H T FI X T U R E , S E E E L E C AE 5 3 6 C1 VE S T I B U L E 18 0 RA I N W A T E R L E A D E R W/ H E A T T R A C E DE F L E C T I O N S L I P TR A C K GA L V G I R T - S E E ST R U C T U R E ST A I N L E S S S T E E L D R I P P A N , SL O P E T O P I E R S F R O M CE N T E R R I D G E BR O N Z E T R A N S O M , SE E D O O R S C H E D U L E HE A T T R A C E W H E R E OC C U R S , S E E E L E C . LI G H T F I X T U R E , S E E E L E C . 3' - 0 " 8 3 / 4 " DY N A M I C MO V E M E N T J O I N T GA L V . S T E E L S T O N E SU P P O R T SU B S T R U C T U R E 4" S S T S E G E M E N T S @ 2 ' O . C . 6" S T R U C T U R A L S T U D RO O F M E M B R A N E SE L F A D H E S I V E TR A N S I T I O N F L A S H I N G ME M B R A N E SS T F L A S H I N G 8" S T R U C T U R A L S T U D , SP A N B E T W E E N CA N T I L E V E R E D B O X E S AT P I E R S 18 g a G A L V S H E E T ME T A L S H E A T H I N G BR O N Z E S U R R O U N D AN D F R A M E AE 5 3 5 A1 SI M C4 AE 5 3 8 AE 5 0 2 E3 SI M LE V E L 1 10 0 ' - 0 " 4 T. O . S T E E L 12 6 ' - 3 " PA R A P E T 2 13 3 ' - 9 1 / 2 " PA R A P E T 1 12 8 ' - 1 1 " T. O . F A C I N G S T O N E 12 0 ' - 4 " AE 5 0 5 C3 TR A N S I T I O N F L A S H I N G ME M B R A N E T O L A P U P A N D OV E R P A R A P E T F R A M I N G 6" M I N R I G I D I N S U L A T I O N + TA P E R E D I N S U L A T I O N , S E E RO O F P L A N ( C R I C K E T WH E R E A P P L I C A B L E ) CO N C R E T E O N M T L DE C K , S E E S T R U C T U R E CO N T . V A P O R B A R R I E R ST O N E C L A D D I N G S Y S T E M ON G A L V . S U P P O R T SU B S T R U C T U R E CO N T I N U O U S 4 " S P F SY S T E M ST O N E C L A D D I N G SY S T E M CO N C R E T E W A L L , SE E S T R U C T U R E ST O N E C O P I N G BL O C K 5/ 8 " E X T E R I O R SH E A T H I N G ST R U C T U R A L F R A M I N G CO N C R E T E F O U N D A T I O N AN D F O O T I N G - S E E ST R U C T U R E SS T T H R U - W A L L FL A S H I N G ST O N E A P R O N ST O N E C L A D D I N G S Y S T E M ON G A L V . S U P P O R T SU B S T R U C T U R E ST O N E P A V E R - S E E LA N D S C A P E ST O N E F I L L - SE E L A N D S C A P E AE 5 0 5 B3 AE 5 0 5 A3 CO N T I N U O U S 4 " S P F S Y S T E M DR A I N A G E M A T 5/ 8 " G Y P S U M B O A R D CO N C R E T E S L A B O N G R A D E ST A I N L E S S S T E E L FL A S H I N G CO N T I N U O U S U N D E R S L A B VA P O R B A R R I E R WA T E R P R O O F I N G ME M B R A N E SLOPE SS T C O P I N G WO R K R O O M 10 6 ME T A L P A N E L R A I N S C R E E N SY S T E M , A L I G N J O I N T S W I T H HO R I Z O N T A L S T O N E C O U R S I N G 1 1 / 2 " M E T A L F U R R I N G C H A N N E L HE A T T R A C E W H E R E OC C U R S , S E E E L E C . LI G H T F I X T U R E , S E E E L E C . 6" S T R U C T U R A L S T U D 4" S T A I N L E S S S E G M E N T S @ 2 ' O . C . BL O C K I N G A S R E Q ' D WA L E R / G R I D S Y S T E M FO R S T O N E S U P P O R T , TY P , B Y S T O N E IN S T A L L E R GA L V . S T E E L S T O N E SU P P O R T S U B S T R U C T U R E , BY S T O N E I N S T A L L E R DY N A M I C MO V E M E N T J O I N T T. O . S T E E L EL : 1 3 3 ' - 3 1 / 2 " SS T F L A S H I N G AT T A C H R O O F M E M B R A N E W I T H CO N T I N U O U S R E G L E T , C O U N T E R FL A S H W / T R A N S I T I O N ME M B R A N E 2' - 0" LEVEL 1 100' - 0"4 T.O. STEEL 126' - 3"PARAPET 2 133' - 9 1/2"PARAPET 1 128' - 11"T.O. FACING STONE 120' - 4"AE505A5SST THRU-WALL FLASHING STONE APRON ST O N E C L A D D I N G S Y S T E M ON G A L V . S U P P O R T SUBSTRUCTURE ST O N E P A V E R - S E E LANDSCAPE STONE FILL -SEE LANDSCAPEWINDOWAE505B5AE533A1SILL PAN & THRU WALL FLASHING 4" SPF SYSTEM5/8" EXTERIOR SHEATHING DRAINAGE MATCONCRETE SLAB ON GRADE CONTINUOUS UNDERSLAB VAPOR BARRIER CONCRETE FOUNDATION AND FOOTING - SEE STRUCTUREWATERPROOFINGMEMBRANE SE L F A D H E S I V E T R A N S I T I O N FL A S H I N G A T A L L F R A M I N G TR A N S I T I O N S A N D R O U G H OPENINGS, TYP.SLOPESST COPING WAITING 102AE505C3SIM HE A T T R A C E W H E R E OC C U R S , S E E E L E C . LIGHT FIXTURE,SEE ELEC.METAL PANEL RAIN SCREEN SYSTEM, ALIGN JOINTS WITH HORIZONTAL STONE COURSING 4" S S T S E G M E N T S @ 2' O.C. BL O C K I N G A S R E Q ' D GALV. STEEL STONE SUPPORT SUBSTRUCTURE DYNAMIC MO V E M E N T J O I N T SE L F A D H E S I V E T R A N S I T I O N FL A S H I N G A T A L L F R A M I N G TR A N S I T I O N S A N D R O U G H OPENINGS, TYP.TRANSITION FLASHING MEMBRANE TO LAP OVER PARAPET FRAMING 6" RIGID INSULATION +TAPERED INSULATION, SEE ROOF PLAN (CRICKET WHERE APPLICABLE)CONCRETE ON MTL DECKCONT. VAPOR BARRIER ST O N E C L A D D I N G S Y S T E M ON G A L V . S U P P O R T SUBSTRUCTURE CONCRETE WALL,SEE STRUCTURESTONE COPING BLOCK 5/8" EXTERIOR SHEATHINGGALV STEEL GIRT, SEE STRUCTURESTAINLESS STEEL FLASHING 6" STRUCTURAL STUD CONTINUOUS 4" SPF SYSTEM SS T T H R U W A L L F L A S H I N G SST THRU-WALL FLASHING DE C O R A T I V E C A R V E D ST O N E P A N E L O N T H I N FR A M E G A L V . S U P P O R T SUBSTRUCTURET.O. STEEL EL: 133' - 3 1/2"2' - 0"ATTACH ROOF MEMBRANE WITH CONTINUOUS REGLET, COUNTER FLASH W/ TRANSITION MEMBRANE SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/27/2012 10:53:07 AM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt WALL SECTIONS AE305Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012RK / RMDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 3 / 4 " = 1 ' - 0 " A2 SE C T I O N - B A P T I S T R Y E N T R Y P I E R SC A L E : 3 / 4 " = 1 ' - 0 " A1 SE C T I O N - B A P T I S T R Y E N T R Y SC A L E : 3 / 4 " = 1 ' - 0 " A3 SE C T I O N - S P I R E S H O U L D E R A T W A L L SCALE: 3/4" = 1'-0"A4SECTION - SPIRE SHOULDER AT WDW1AUG 27, 2012ADDENDUM 1 1 1 1 1 1 1 1 1 1 LEVEL 1 100' - 0" 1 2 PARAPET 3 139' - 3 1/2"PARAPET 2 133' - 9 1/2"PARAPET 1 128' - 11"T.O. FACING STONE 120' - 4"1.7 AE 5 0 2 C2 ST O N E P A V E R S - S E E L A N D S C A P E STONE SURROUND BEYONDCONTINUOUS 4" SPF SYSTEM 5/8" EXTERIOR SHEATHING 8" STRUCTURAL STUD 3 5/8" STUD5/8" GYP CONCRETE SLAB ON GRADE ST O N E C L A D D I N G S Y S T E M ON G A L V . S U P P O R T SU B S T R U C T U R E ST O N E C O P I N G B L O C K 5/ 8 " E X T E R I O R S H E A T H I N G 6" S T R U C T U R A L S T U D RO O F M E M B R A N E T O L A P OV E R P A R A P E T F R A M I N G RO O F M E M B R A N E 4" T A P E R E D R I G I D I N S U L A T I O N , SL O P E T O D R A I N BR O N Z E T H R E S H O L D WA T E R P R O O F I N G M E M B R A N E AE 5 0 2 E3 AE502D5 AE 5 0 6 A1 1” MIN TAPERED RIGID INSULATION ST O N E C L A D D I N G S Y S T E M O N GA L V . S U P P O R T S U B S T R U C T U R E HE A T T R A C E GALV. STEEL GIRT, SEE STRUCTURE GU T T E R CONCRETE ON MTL DECK SS T T H R U - W A L L F L A S H I N G AE 5 0 2 D3 SI M SE T T I N G B E D AE535A1AE535E1 CONCRETE FOOTING & FOUNDATION - SEE STRUCTURECONTINUOUS UNDERSLAB VAPOR BARRIER SS T T H R U - W A L L F L A S H I N G SS T D R I P P A N , D R A I N TO C O L U M N S D3 AE535AE535C1 WALK-OFF MATBRIDGE BACK TO EXTERIOR STUD, 8'-0" OC, TYPRAIN WATER LEADER W/HEAT TRACESTEEL CROSS BRACING - SEE STRUCTURE OUTLET AT ROOF DRAIN VESTIBULE 100 DOOR, SEE SCHEDULE ST O N E C O L U M N BE Y O N D CONCRETE ON MTL DECK DY N A M I C M O V E M E N T JO I N T GALV. STEEL GIRT, SEE STRUCTUREGALV. STEEL STONE SUPPORT SUBSTRUCTURE, BY STONE INSTALLER, TYP CONT. VAPOR BARRIER RE C E S S E D L I G H T FI X T U R E , S E E E L E C TH I N S T O N E V E N E E R O N AL U M H O N E Y C O M B BA C K E R P A N E L BR O N Z E S U R R O U N D SELF ADHESIVE TRANSITION FLASHING MEMBRANE 1 3/4" AIR SPACECOORDINATE INTEGRATION OF ANCHORAGE FOR GALV SUBSTRUCTURE AT ROOF DECK, TYP 6" MIN RIGID INSULATION, EXTEND 2’ BYND BUILDING ENVELOPEROOF MEMBRANE SLOPE 1/4” : 1’ MIN HE A T T R A C E DE C O R A T I V E CA R V E D S T O N E PA N E L , S E E E L E V A3 AE 4 6 6 GU T T E R DE C O R A T I V E CA R V E D C A P S T O N E DE C O R A T I V E C A R V E D FR I E Z E , S E E E L E V SS T I N S E C T SC R E E N I N S S T FR A M E 8 3 / 4 " T.O. STEEL EL: 134' - 0"B.O. STEEL EL: 128' - 4"5/8” GAP AT TOP TRACK,“WARP ZONE” DETAILING, SEE EXTERIOR JOINTING ELEVATIONS LE V E L 1 10 0 ' - 0 " 1 2 PA R A P E T 3 13 9 ' - 3 1 / 2 " PA R A P E T 2 13 3 ' - 9 1 / 2 " PA R A P E T 1 12 8 ' - 1 1 " T. O . F A C I N G S T O N E 12 0 ' - 4 " 1. 7 AE 5 0 2 C3 AE 5 0 2 A5 ST O N E P A V E R S - SE E L A N D S C A P E ST O N E C L A D D I N G S Y S T E M ST O N E C L A D D I N G S Y S T E M ON G A L V . S U P P O R T SU B S T R U C T U R E CO N T I N U O U S 4 " S P F SY S T E M 5/ 8 " E X T E R I O R S H E A T H I N G 8" S T R U C T U R A L S T U D 3 5 / 8 " S T U D 5/ 8 " G Y P CO N C R E T E S L A B O N G R A D E ST O N E C L A D D I N G S Y S T E M O N G A L V . SU P P O R T S U B S T R U C T U R E ST O N E C O P I N G B L O C K 5/ 8 " E X T E R I O R S H E A T H I N G 6" G A L V A N I Z E D S T R U C T U R A L S T U D RO O F M E M B R A N E T O L A P OV E R P A R A P E T F R A M I N G RO O F M E M B R A N E SS T I N S E C T S C R E E N I N S S T FR A M E 4" M I N R I G I D T A P E R E D IN S U L A T I O N , S L O P E T O DR A I N ( A B V P O R T I C O ) SS T T H R U W A L L F L A S H I N G WA T E R P R O O F I N G ME M B R A N E CO N C R E T E O N M T L D E C K ST O N E C L A D D I N G S Y S T E M O N GA L V . S U P P O R T S U B S T R U C T U R E GU T T E R AE 5 0 6 A1 AE 5 0 2 E3 AE 5 0 2 D5 GU T T E R W I T H 3 ” IN T E G R A L D O W N S P O U T CO N C R E T E O N M T L D E C K , SE E S T R U C T U R E AE 5 0 2 A3 AE 5 0 2 D3 GA L V A N I Z E D S T E E L C O L U M N - SE E S T R U C T U R A L SS T S T O N E C L I P S , A S RE Q U I R E D , B Y S T O N E IN S T A L L E R CO N C R E T E F O O T I N G & FO U N D A T I O N - S E E S T R U C T U R E CO N C R E T E F O O T I N G A N D P I E R - S E E ST R U C T U R E CO N T I N U O U S U N D E R S L A B VA P O R B A R R I E R SS T P A R A P E T F L A S H I N G BE N T P L A T E , S E E ST R U C T U R A L GA L V . S T E E L FR A M I N G , S E E ST R U C T U R E SS T T H R U - W A L L F L A S H I N G GA L V . S T E E L G I R T , S E E ST R U C T U R E - CO O R D I N A T E T . O . S . W / ST O N E I N S T A L L E R RA I N W A T E R L E A D E R W/ H E A T T R A C E GA L V . S U P P O R T SU B S T R U C T U R E , B Y S T O N E IN S T A L L E R D1 AE 4 6 5 BR I D G E B A C K T O E X T E R I O R ST R U C T U R E , 8 ' - 0 " O C , T Y P ST R U C T U R A L C R O S S B R A C I N G , SE E S T R U C T U R E VE S T I B U L E 10 0 RA I N W A T E R L E A D E R W / HE A T T R A C E CO N T . V A P O R B A R R I E R ST O N E C L A D D I N G S Y S T E M DY N A M I C M O V E M E N T J O I N T DY N A M I C M O V E M E N T J O I N T WA L E R / G R I D S Y S T E M FO R S T O N E S U P P O R T , TY P , B Y S T O N E IN S T A L L E R GA L V . S T E E L G I R T , S E E ST R U C T U R E GA L V . S T E E L S T O N E S U P P O R T SU B S T R U C T U R E , B Y S T O N E IN S T A L L E R , T Y P GA L V . S T E E L G I R T , S E E ST R U C T U R E 6" M I N R I G I D T A P E R E D IN S U L A T I O N , E X T E N D F U L L DE P T H 2 ’ B Y N D B U I L D I N G EN V E L O P E , S L O P E T O DR A I N HE A T T R A C E 1” M I N T A P E R E D R I G I D I N S U L A T I O N RO O F M E M B R A N E DE C O R A T I V E CA R V E D C A P S T O N E DE C O R A T I V E C A R V E D FR I E Z E , S E E E L E V T. O . S T E E L EL : 1 3 4 ' - 0 " B. O . S T E E L EL : 1 2 8 ' - 4 " SE L F A D H E S I V E T R A N S I T I O N FL A S H I N G M E M B R A N E 5/ 8 ” G A P A T T O P T R A C K , “W A R P Z O N E ” D E T A I L I N G , S E E EX T E R I O R J O I N T I N G E L E V A T I O N S ST O N E P A V E R S - S E E L A N D S C A P E DR A I N A G E M A T 1 3 / 4 ” A I R S P A C E TE R M I N A T E D R I P P A N SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 2:32:06 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 \\psf\Home\Documents\A12_2011507_LDS Church Indianapolis Temple_Benh.rvt WALL SECTIONS EAST PORTICO AE306Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012RKDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 3 / 4 " = 1 ' - 0 " A3 SE C T I O N - E N T R Y A T D O O R SC A L E : 3 / 4 " = 1 ' - 0 " A1 SE C T I O N - E N T R Y A T C O L U M N LE V E L 1 10 0 ' - 0 " 1 2 PA R A P E T 3 13 9 ' - 3 1 / 2 " PA R A P E T 2 13 3 ' - 9 1 / 2 " PA R A P E T 1 12 8 ' - 1 1 " T. O . F A C I N G S T O N E 12 0 ' - 4 " 1. 7 AE 5 0 2 A1 AE 5 0 2 A2 CO N T I N U O U S 4 " S P F SY S T E M CO N C R E T E S L A B O N G R A D E 8" S T R U C T U R A L S T U D 5/ 8 " E X T E R I O R S H E A T H I N G ST O N E C L A D D I N G S Y S T E M O N GA L V . S U P P O R T S U B S T R U C T U R E ME T A L G U T T E R ST O N E C L A D D I N G S Y S T E M ON G A L V . S U P P O R T SU B S T R U C T U R E ST O N E C L A D D I N G S Y S T E M O N GA L V . S U P P O R T S U B S T R U C T U R E ST O N E C O P I N G BL O C K RO O F M E M B R A N E TO L A P O V E R PA R A P E T F R A M I N G RO O F M E M B R A N E 5/ 8 " E X T E R I O R S H E A T H I N G CO N C R E T E O N M T L D E C K SS T T H R U W A L L FL A S H I N G TH R U W A L L F L A S H I N G ST O N E P A V E R S - SE E L A N D S C A P E GA L V A N I Z E D S T E E L CO L U M N - S E E ST R U C T U R A L AE 5 0 2 D3 SI M AE 5 0 2 E3 SI M AE 5 0 4 D1 SI M CO N T I N U O U S U N D E R S L A B VA P O R B A R R I E R WA T E R P R O O F I N G ME M B R A N E CO N C R E T E F O O T I N G & F O U N D A T I O N - SE E S T R U C T U R E RA I N W A T E R L E A D E R W/ H E A T T R A C E ME T A L G U T T E R DY N A M I C M O V E M E N T JO I N T WA L E R / G R I D S Y S T E M FO R S T O N E S U P P O R T , TY P , B Y S T O N E IN S T A L L E R RE F E R T O A 3 / 5 0 1 F O R TO P P I N G S L A B CO N D I T I O N CO N T . V A P O R B A R R I E R 6" S T R U C T U R A L S T U D CO N C R E T E ON M T L D E C K ME T A L G U T T E R W / I N T E G R A L 3 " DO W N S P O U T GA L V . S T E E L S T O N E SU P P O R T S U B S T R U C T U R E - BY S T O N E I N S T A L L E R , T Y P GA L V . S T E E L G I R T , SE E S T R U C T U R E GA L V . S T E E L G I R T , SE E S T R U C T U R E DE C O R A T I V E C A R V E D ST O N E F R I E Z E HE A T T R A C E DE C O R A T I V E C A R V E D CA P S T O N E 1" T A P E R E D R I G I D IN S U L A T I O N 4" M I N R I G I D T A P E R E D IN S U L A T I O N , S L O P E T O DR A I N ( A B V P O R T I C O ) 6" M I N R I G I D T A P E R E D IN S U L A T I O N , E X T E N D F U L L D E P T H 2’ B Y N D B U I L D I N G E N V E L O P E , SL O P E T O D R A I N T. O . S T E E L EL : 1 3 4 ' - 0 " B. O . S T E E L EL : 1 2 8 ' - 4 " SE L F A D H E S I V E T R A N S I T I O N FL A S H I N G M E M B R A N E SS T I N S E C T S C R E E N I N SS T F R A M E 5/ 8 ” G A P A T T O P T R A C K , “W A R P Z O N E ” D E T A I L I N G , S E E EX T E R I O R J O I N T I N G E L E V A T I O N S ST E E L B R A C I N G , S E E ST R U C T U R E HE A T T R A C E 8" S T R U C T U R A L S T U D , 4 S I D E D CA N T I L E V E R E D B O X - S H E A T H AL L S I D E S W I T H 1 8 g a G A L V SH E E T M E T A L IN T E R I O R P T N A S S C H E D U L E D TO P T R A C K O F P T N M I N 2 ' - 0 " A B V F I N I S H E D C E I L I N G , SE E A E 6 0 1 F O R B R A C I N G I N S T R U C T I O N S SC H E D U L E D F L O O R F I N I S H RO O F M E M B R A N E HE A T T R A C E CA V I T Y D R A I N A G E M A T E R I A L 1' - 1 1 " 1' - 6 " AE 5 0 6 A1 LEVEL 1 100' - 0"2 T.O. FACING STONE 120' - 4"1.7 AE503C5AE534D1AE534B1 CO N T I N U O U S 4 " S P F SY S T E M CONCRETE SLAB ON GRADE5/8" GYPSUM BOARD3 5/8" STRUCTURAL STUD5/8" EXTERIOR SHEATHING SS T T H R U W A L L FL A S H I N G WA T E R P R O O F I N G ME M B R A N E ST O N E P A V E R S - SE E L A N D S C A P E AE534A1SELF ADHESIVE TRANSITION FLASHING AT ALL FRAMING TRANSITIONS AND ROUGH OPENINGS, TYP.CONTINUOUS UNDERSLAB VAPOR BARRIER CO N C R E T E F O O T I N G & FO U N D A T I O N - S E E ST R U C T U R E VESTIBULE 100 SS T T H R U W A L L F L A S H I N G 5/8" GYPSUM BOARD3 5/8" STRUCTURAL STUD5/8" EXTERIOR SHEATHING5/8" GYPSUM BOARD3 5/8" STRUCTURAL STUD5/8" EXTERIOR SHEATHING8" STRUCTURAL STUD ST O N E C L A D D I N G S Y S T E M ON G A L V . S U P P O R T SU B S T R U C T U R E DY N A M I C M O V E M E N T J O I N T CO N T I N U O U S 4 " S P F S Y S T E M DE C O R A T I V E C A S T AL U M I N U M SP A N D R E L P A N E L , SE E W I N D O W SC H E D U L E AL U M W D W SY S T E M TH I N S T O N E V E N E E R O N AL U M H O N E Y C O M B BA C K E R P A N E L 10" LE V E L 1 10 0 ' - 0 " 2 PA R A P E T 3 13 9 ' - 3 1 / 2 " PA R A P E T 2 13 3 ' - 9 1 / 2 " PA R A P E T 1 12 8 ' - 1 1 " T. O . F A C I N G S T O N E 12 0 ' - 4 " 1. 7 AE 5 0 4 C1 ST O N E A P R O N ST O N E C L A D D I N G S Y S T E M O N GA L V . S U P P O R T S U B S T R U C T U R E SS T T H R U W A L L F L A S H I N G CO N T I N U O U S 4 " S P F SY S T E M CO N C R E T E S L A B ON G R A D E 5/ 8 " G Y P 3 5 / 8 " S T U D 8" S T R U C T U R A L S T U D 5/ 8 " E X T E R I O R SH E A T H I N G CO N C R E T E ON M T L D E C K ST O N E C L A D D I N G S Y S T E M ON G A L V . S U P P O R T SU B S T R U C T U R E ME T A L G U T T E R RA I N W A T E R L E A D E R W / HE A T T R A C E ME T A L G U T T E R W / I N T E G R A L 3 " DO W N S P O U T CO N C R E T E O N MT L D E C K AE 5 0 4 D1 AE 5 0 4 A1 ST O N E P A V E R - S E E LA N D S C A P E DR A I N A G E M A T WA T E R P R O O F I N G ME M B R A N E CO N C R E T E F O U N D A T I O N AN D F O O T I N G - S E E ST R U C T U R E CO N T I N U O U S U N D E R S L A B VA P O R B A R R I E R ST O N E F I L L - SE E L A N D S C A P E BR I D G E B A C K T O EX T E R I O R S T U D , 8' - 0 " O C , T Y P WA L E R / G R I D S Y S T E M FO R S T O N E S U P P O R T , TY P , B Y S T O N E IN S T A L L E R GA L V . S T E E L S T O N E SU P P O R T S U B S T R U C T U R E - BY S T O N E I N S T A L L E R , T Y P GA L V . S T E E L G I R T , SE E S T R U C T U R E GA L V . S T E E L G I R T , SE E S T R U C T U R E CO N T . V A P O R B A R R I E R 1 3 / 4 ” A I R S P A C E BR I D G E B A C K T O E X T E R I O R ST U D 5/ 8 ” G A P A T T O P T R A C K , “W A R P Z O N E ” D E T A I L I N G , S E E E X T E R I O R JO I N T I N G E L E V A T I O N S TO P T R A C K O F I N T E R I O R ST U D P T N , M I N 2 ’ A B V FI N I S H E D C L G , T Y P 6” M I N T A P E R E D R I G I D IN S U L A T I O N EX T E N D T R A N S I T I O N F L A S H I N G M I N 6” B E L O W G A P I N S H E A T H I N G . DY N A M I C M O V E M E N T JO I N T T. O . S T E E L EL : 1 3 4 ' - 0 " B. O . S T E E L EL : 1 2 8 ' - 4 " RO O F M E M B R A N E DE C O R A T I V E C A R V E D ST O N E F R I E Z E HE A T T R A C E DE C O R A T I V E C A R V E D CA P S T O N E 1' - 2 " 4" CO N T I N U O U S C A V I T Y DR A I N A G E M A T E R I A L AE 5 0 6 A1 SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/10/2012 10:23:49 AM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt WALL SECTIONS EAST PORTICO AE307Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012RKDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 3 / 4 " = 1 ' - 0 " A3 SE C T I O N - P I E R A T E N T R Y P O R T I C O SC A L E : 3/4" = 1'-0" A4 SE C T I O N - E N T R Y P O R T I C O A T W D W SC A L E : 3 / 4 " = 1 ' - 0 " A1 SE C T I O N - E N T R Y A T S T R I N G C O U R S E 3SEPT 10, 2012ADDENDUM 3 3 3 LE V E L 1 10 0 ' - 0 " 12 13 PA R A P E T 3 13 9 ' - 3 1 / 2 " PA R A P E T 2 13 3 ' - 9 1 / 2 " PA R A P E T 1 12 8 ' - 1 1 " T. O . F A C I N G S T O N E 12 0 ' - 4 " 11 . 7 AE 5 0 3 C2 AE 5 0 3 D2 AE 5 0 3 A2 W. S P I R E R O O F T . O . S . 13 6 ' - 6 " ST O N E A P R O N ST O N E C L A D D I N G S Y S T E M ON G A L V S U P P O R T SU B S T R U C T U R E 8" S T R U C T U R A L S T U D CO N C R E T E S L A B O N G R A D E 5/ 8 " G Y P S U M B O A R D 3 5 / 8 " S T R U C T U R A L S T U D 8" S T R U C T U R A L S T U D 5/ 8 " E X T E R I O R S H E A T H I N G 4" S P F S Y S T E M FL A S H I N G CO N C R E T E O N M T L D E C K 6" S T R U C T U R A L S T U D 5/ 8 " E X T E R I O R S H E A T H I N G CO N T I N U O U S 4 " S P F S Y S T E M CO N C R E T E O N M T L D E C K , SE E S T R U C T U R E ST O N E C L A D D I N G S Y S T E M ON G A L V . S U P P O R T SU B S T R U C T U R E ST O N E C L A D D I N G S Y S T E M O N GA L V . S U P P O R T S U B S T R U C T U R E ST O N E C O P I N G B L O C K 5/ 8 " E X T E R I O R S H E A T H I N G 6" S T R U C T U R A L S T U D RO O F M E M B R A N E T O L A P OV E R P A R A P E T F R A M I N G RO O F M E M B R A N E 4" T A P E R E D R I G I D I N S U L A T I O N , SL O P E T O D R A I N ME T A L G U T T E R AE 5 0 3 A1 ST O N E P A V E R - SE E L A N D S C A P E CO N C R E T E F O U N D A T I O N - SE E S T R U C T U R A L CO N C R E T E P O D I U M - S E E S T R U C T U R A L PA C K G A P W I T H R I G I D I N S U L A T I O N GA L V A N I Z E D S T E E L CO L U M N W I T H B A S E P L A T E , SE E S T R U C T U R A L GA L V A N I Z E D S T E E L GI R T - S E E ST R U C T U R E ST R U C T U R A L S T E E L - SE E S T R U C T U R E AE 5 0 2 E3 SI M CO N T I N U O U S U N D E R S L A B VA P O R B A R R I E R MA T F O O T I N G - S E E S T R U C T U R A L ST O N E F I L L - SE E L A N D S C A P E WA T E R P R O O F I N G ME M B R A N E SS T F L A S H I N G DE F L E C T I O N S L I P T R A C K LO B B Y 15 0 SLOPE SS T C O P I N G BR I D G E B A C K T O EX T E R I O R S T U D , 8 ' - 0 " OC , T Y P 1' - 6 " WA L E R / G R I D S Y S T E M FO R S T O N E S U P P O R T , TY P , B Y S T O N E IN S T A L L E R DY N A M I C M O V E M E N T J O I N T GA L V . S T E E L S T O N E SU P P O R T S U B S T R U C T U R E HE A T T R A C E W H E R E OC C U R S , S E E E L E C . LI G H T F I X T U R E , S E E E L E C . 4" S S T S E G M E N T S @ 2 ' O . C . BL O C K I N G A S R E Q ' D GA L V . S T E E L S T O N E SU P P O R T S U B S T R U C T U R E , BY S T O N E I N S T A L L E R CO N T . V A P O R B A R R I E R CO N T . V A P O R B A R R I E R , E X T E N D D O W N O U T E R E D G E O F S L A B 8" S T R U C T U R A L S T U D , 4 S I D E D C A N T I L E V E R E D BO X - S H E A T H A L L SI D E S W I T H 1 8 g a G A L V SH E E T M E T A L AE 5 0 4 1 B. O . S T E E L EL : 1 3 3 ' - 6 1 / 2 " T. O . S T E E L EL : 1 3 2 ' - 1 " LA T E R A L O N L Y S T U D B R A C E , B Y S T U D S U P P L I E R 1' - 0 3 / 4 " T O O U T S I D E F . O . S H E A T H I N G DE F L E C T I O N S L I P T R A C K SE L F A D H E S I V E T R A N S I T I O N F L A S H I N G M E M B R A N E 8" S T R U C T U R A L S T U D SE L F A D H E S I V E T R A N S I T I O N F L A S H I N G M E M B R A N E 6" M I N T A P E R E D R I G I D I N S U L A T I O N , S L O P E T O D R A I N DE C O R A T I V E C A R V E D C A P ST O N E RO O F M E M B R A N E T O L A P OV E R P A R A P E T F R A M I N G CO N T C A V I T Y DR A I N A G E M A T E R I A L AE 5 0 0 D1 SI M LE V E L 1 10 0 ' - 0 " 12 13 PA R A P E T 3 13 9 ' - 3 1 / 2 " PA R A P E T 2 13 3 ' - 9 1 / 2 " PA R A P E T 1 12 8 ' - 1 1 " T. O . F A C I N G S T O N E 12 0 ' - 4 " 11 . 7 AE 5 0 3 D2 AE 5 0 3 C2 SI M AE 5 0 3 A5 W. S P I R E R O O F T . O . S . 13 6 ' - 6 " AE 5 3 3 A3 SI M ST O N E A P R O N CO N C R E T E S L A B O N G R A D E FL A S H I N G CO N C R E T E O N M T L D E C K HE A T T R A C E 5/ 8 " E X T E R I O R S H E A T H I N G CO N T I N U O U S 4 " S P F S Y S T E M CO N C R E T E O N M T L D E C K ST O N E C L A D D I N G S Y S T E M O N GA L V . S U P P O R T S U B S T R U C T U R E ST O N E C L A D D I N G S Y S T E M O N GA L V . S U P P O R T S U B S T R U C T U R E ST O N E C O P I N G B L O C K ST O N E C L A D D I N G S Y S T E M O N GA L V . S U P P O R T S U B S T R U C T U R E 5/ 8 " E X T E R I O R S H E A T H I N G 6" S T R U C T U R A L S T U D RO O F M E M B R A N E T O L A P OV E R P A R A P E T F R A M I N G RO O F D R A I N , S E E M E C H 4" M I N T A P E R E D R I G I D I N S U L A T I O N , SL O P E T O D R A I N ME T A L G U T T E R W / IN T E G R A L 3 " O U T L E T ST O N E P A V E R - SE E L A N D S C A P E CO N C R E T E F O U N D A T I O N AN D F O O T I N G - S E E ST R U C T U R E CO N C R E T E P O D I U M - S E E ST R U C T U R E PA C K G A P W I T H R I G I D IN S U L A T I O N SS T T H R U - W A L L F L A S H I N G 3 5 / 8 " S T U D 4" S P F S Y S T E M 5/ 8 " E X T S H E A T H I N G SI L L P A N A N D T H R U W A L L FL A S H I N G SE L F A D H E S I V E T R A N S I T I O N FL A S H I N G A T A L L F R A M I N G TR A N S I T I O N S A N D R O U G H OP E N I N G S , T Y P . 8" S T R U C T U R A L S T U D ST R U C T U R A L S T E E L - SE E S T R U C T U R A L GA L V S T E E L G I R T - S E E ST R U C T U R E ST O N E C L A D D I N G S Y S T E M MI L L W O R K S L O T D I F F U S E R , SE E D E T A I L S ST O N E C O L U M N B E Y O N D AE 5 0 2 E3 SI M AE 5 0 2 C2 AE 5 3 3 B3 SI M CO N T I N U O U S U N D E R S L A B VA P O R B A R R I E R ST O N E F I L L - SE E L A N D S C A P E WA T E R P R O O F I N G M E M B R A N E DE F L E C T I O N S L I P T R A C K LO B B Y 15 0 SLOPE SS T C O P I N G SS T T H R U W A L L F L A S H I N G SS T D R I P P A N , D R A I N FR O M R I D G E B T W N CO L U M N S BR I D G E B A C K T O E X T E R I O R ST U D , 8 ' - 0 " O C , T Y P RA I N W A T E R L E A D E R HE A T T R A C E W H E R E OC C U R S , S E E E L E C . LI G H T F I X T U R E , S E E E L E C . 4" S S T S E G M E N T S @ 2 ' O . C . BL O C K I N G A S R E Q ' D ST O N E S E T T I N G B E D CO N T I N U O U S 4 " S P F S Y S T E M CO N T . V A P O R B A R R I E R CO N T . V A P O R B A R R I E R ST O N E D R A I N A G E B A S I N , S E E D E T A I L S DE C O R A T I V E C A R V E D F R I E Z E B. O . S T E E L EL : 1 3 3 ' - 6 1 / 2 " LA T E R A L O N L Y S T U D B R A C E DE F L E C T I O N S L I P T R A C K 8" S T R U C T U R A L S T U D SE L F A D H E S I V E T R A N S I T I O N F L A S H I N G M E M B R A N E 4" 6" M I N T A P E R E D R I G I D I N S U L A T I O N , SL O P E T O D R A I N ST E E L G I R T , S E E S T R U C T U R E T. O . S T E E L EL : 1 3 2 ' - 1 " DE F L E C T I O N S L I P T R A C K CO O R D I N A T E I N T E G R A T I O N O F AN C H O R A G E F O R G A L V S U B S T R U C T U R E AT R O O F D E C K , T Y P AE 5 0 4 1 DE C O R A T I V E C A R V E D C A P ST O N E SI M RO O F M E M B R A N E T O L A P OV E R P A R A P E T F R A M I N G CO N T C A V I T Y D R A I N A G E MA T E R I A L AE 5 0 0 D1 SI M LEVEL 1 100' - 0"1213 PARAPET 3 139' - 3 1/2"PARAPET 2 133' - 9 1/2"PARAPET 1 128' - 11"T.O. FACING STONE 120' - 4"11.7 AE503D2 AE 5 0 3 A3 W. SPIRE ROOF T.O.S.136' - 6" ST O N E A P R O N ST O N E C L A D D I N G S Y S T E M GA L V A N I Z E D S T E E L CO L U M N W I T H B A S E P L A T E - S E E S T R U C T U R E CONCRETE SLAB ON GRADE5/8" GYPSUM BOARD3 5/8" STUD8" STRUCTURAL STUD5/8" EXTERIOR SHEATHINGCONTINUOUS 4" SPF SYSTEM SST FLASHINGCONCRETE ON MTL DECK 6" STRUCTURAL STUD5/8" EXTERIOR SHEATHINGCONTINUOUS 4" SPF SYSTEM CONCRETE ON MTL DECK ST O N E C L A D D I N G S Y S T E M ON G A L V . S U P P O R T SU B S T R U C T U R E ST O N E C L A D D I N G S Y S T E M ON G A L V . S U P P O R T SU B S T R U C T U R E ST O N E C O P I N G B L O C K 5/ 8 " E X T E R I O R S H E A T H I N G 6" S T R U C T U R A L S T U D RO O F M E M B R A N E T O L A P OV E R P A R A P E T F R A M I N G 4" MIN RIGID TAPERED INSULATION,SLOPE TO DRAINMETAL GUTTER W/ 3"INTEGRAL OUTLET ST O N E P A V E R - SE E L A N D S C A P E CONCRETE FOUNDATION AND FOOTING - SEE STRUCTURECONCRETE PODIUM FOUNDATION - SEE STRUCTUREPACK GAP WITH RIGID INSULATIONRAIN WATER LEADER, SEE MECH STONE CLADDING SYSTEM ON GALV. BACK FRAME, BY STONE INSTALLERSTRUCTURAL STEEL -SEE STRUCTURE GA L V S T E E L F R A M I N G , SE E S T R U C T U R E GALVANIZED STRUCTURAL STEEL STONE SUPPORT, BY STONE INSTALLER, TYPAE503C2SIMAE502E3SIM AE 5 0 2 C3 AE503A2SIM CONTINUOUS UNDERSLAB VAPOR BARRIER ST O N E F I L L - SE E L A N D S C A P E WA T E R P R O O F I N G ME M B R A N E DEFLECTION SLIP TRACK LOBBY 150 SLOPE SS T C O P I N G BRIDGE BACK TO EXTERIOR STUD, 8'-0"OC, TYP ST O N E C L I P S , A S R E Q U I R E D , BY S T O N E I N S T A L L E R HE A T T R A C E W H E R E OC C U R S , S E E E L E C . LI G H T F I X T U R E , S E E E L E C . 4" S S T S E G M E N T S @ 2 ' O . C . BL O C K I N G A S R E Q ' D WALER/GRID SYSTEM FOR STONE SUPPORT, TYP, BY STONE INSTALLER DY N A M I C M O V E M E N T JO I N T CONT. VAPOR BARRIER CONT. VAPOR BARRIER B1 AE463B.O. STEEL EL: 133' - 6 1/2"T.O. STEEL EL: 132' - 1"5/8" GYP, FULLY ENCLOSE SPF SYSTEMDECORATIVE CARVED CAP STONE DECORATIVE CARVED PANEL 8" STRUCTURAL STUDLATERAL ONLY STUD BRACESELF ADHESIVE TRANSITION FLASHING MEMBRANE STEEL GIRT, SEE STRUCTURE AE 5 0 4 1 TE R M I N A T E S S T D R I P P A N I N CO L U M N 1 3/4" GAP BTWN STUDSSELF ADHESIVE TRANSITION FLASHING8"5"COORDINATE INTEGRATION OF ANCHORAGE FOR GALV SUBSTRUCTURE AT ROOF DECK, TYP GA L V S T E E L G I R T , S E E ST R U C T U R E ROOF MEMBRANE TO LAP OVER PARAPET FRAMING CO N T C A V I T Y DR A I N A G E M A T E R I A L 8 3/4"AE500D1SIM SIM SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/25/2012 8:24:00 AM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt WALL SECTIONS WEST PORTICO AE308Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012RKDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 3 / 4 " = 1 ' - 0 " A1 SE C T I O N - W E S T P O R T I C O A T P I E R SC A L E : 3 / 4 " = 1 ' - 0 " A2 SE C T I O N - W E S T P O R T I C O A T W D W SC A L E : 3 / 4 " = 1 ' - 0 " A4 SE C T I O N - W E S T P O R T I C O A T C O L U M N 1AUG 27, 2012ADDENDUM 1 6SEPT 25, 2012ADDENDUM 6 1 1 1 1 1 1 6 6 LEVEL 1 100' - 0"PARAPET 1 128' - 11"L T.O. FACING STONE 120' - 4"CONTINUOUS 4" MIN. SPF SYSTEM STONE PAVER - SEE LANDSCAPEWATERPROOFINGMEMBRANE CONTINUOUS UNDERSLAB VAPOR BARRIER CONCRETE FOOTING AND FOUNDATION - SEE STRUCTUREBRONZE THRESHOLDSETTING BEDSST THRU-WALL FLASHING 5/8" EXTERIOR SHEATHINGSST GUTTER W/ INTEGRAL 3"OUTLET VESTIBULE 155 DOOR, SEE SCHEDULEAE501E5HEAT TRACE WHERE OCCURS, SEE ELEC.LIGHT FIXTURE, SEE ELEC.4" SST SEGMENTS @ 2' O.C.CONCRETE WALL,SEE STRUCTURE CONCRETE R.O.EL: 10'-5"AE537B5 AE537A5STONE COPING BLOCK 6" MIN RIGID INSULATION CONCRETE ON MTL DECK, SEE STRUCT6" STRUCTURAL STUDSST FLASHING SELF ADHESIVE TRANSITION FLASHINGCONT. VAPOR BARRIERROOF MEMBRANE, LAP UP AND OVER PARAPET STONE CLADDING SYSTEM ON GALV. SUPPORT SUBSTRUCTURE RAIN WATER LEADER,SEE MECH WALE/GRID SYSTEM FOR STONE SUPPORT, TYP,BY STONE INSTALLERGALV. STEEL STONE SUPPORT SUBSTRUCTURE SELF ADHESIVE TRANSITION FLASHING AT ALL FRAMING TRANSITIONS AND ROUGH OPENINGS, TYP.1 1/2" METAL FURRING CHANNEL 5/8" GYPAE502D3SIM LE V E L 1 10 0 ' - 0 " PA R A P E T 1 12 8 ' - 1 1 " L T. O . F A C I N G S T O N E 12 0 ' - 4 " AE 5 0 1 E5 CO N T I N U O U S 4 " M I N . S P F SY S T E M 6" S T R U C T U R A L S T U D I N F I L L 6" M I N . R I G I D I N S U L A T I O N + TA P E R E D I N S U L A T I O N (C R I C K E T , W H E R E A P P L I C A B L E - S E E R O O F P L A N ) CO N C R E T E O N M T L DE C K , S E E S T R U C T 5/ 8 " E X T E R I O R S H E A T H I N G CO N T I N U O U S 4 " M I N . S P F SY S T E M ST O N E C L A D D I N G S Y S T E M CO N C R E T E W A L L , SE E S T R U C T U R E CO N C R E T E W A L L , SE E S T R U C T DE C O R A T I V E C A R V E D ST O N E P A N E L CO N C R E T E F O U N D A T I O N & FO O T I N G - S E E ST R U C T U R E SS T T H R U - W A L L F L A S H I N G ST O N E A P R O N ST O N E C L A D D I N G S Y S T E M ON G A L V . S U P P O R T SU B S T R U C T U R E ST O N E P A V E R - SE E L A N D S C A P E ST O N E F I L L - S E E LA N D S C A P E AE 5 3 2 E1 AE 5 0 5 A3 CO N T I N U O U S U N D E R S L A B VA P O R B A R R I E R CO N C R E T E S L A B O N GR A D E WA T E R P R O O F I N G ME M B R A N E IN T E R I O R P T N A S SC H E D U L E D SLOPE 4" M I N . S P F S Y S T E M DR A I N A G E S U B S T R A T E - SE E L A N D S C A P E IN S T R U C T I O N A 15 9 TE R M I N A T E P E R P T N SC H E D U L E A N D B R A C E BA C K T O E X T E R I O R ST R U C T U R E 5/ 8 " G Y P , F U L L Y C O N C E A L S P R A Y FO A M I N S U L A T I O N FL A S H I N G SE L F A D H E S I V E T R A N S I T I O N F L A S H I N G AT A L L F R A M I N G T R A N S I T I O N S A N D RO U G H O P E N I N G S , T Y P . SP E A K E R E N C L O S U R E , SE E D E T A I L S CO N C R E T E S I L L EL : 1 0 3 ' - 4 " 5/ 8 " G Y P , F U L L Y C O N C E A L S P R A Y FO A M I N S U L A T I O N FA L S E D Y N A M I C M O V E M E N T JO I N T , S E E E L E V A T I O N S FO R E X T E N T DE F L E C T I O N S L I P T R A C K WA L E / G R I D S Y S T E M F O R ST O N E S U P P O R T , T Y P , BY S T O N E I N S T A L L E R ST O N E C O N N E C T I O N HA R D W A R E BR I D G E B A C K T O EX T E R I O R S T U D , 8' - 0 " O C , T Y P AL I G N SS T C O P I N G HE A T T R A C E W H E R E OC C U R S , S E E E L E C . LI G H T F I X T U R E , SE E E L E C . 4" S S T S E G M E N T S @ 2 ' O . C . BL O C K I N G A S R E Q ' D ST O N E C O P I N G B L O C K 6" S T R U C T U R A L S T U D SS T F L A S H I N G SE L F A D H E S I V E T R A N S I T I O N FL A S H I N G CO N T . V A P O R B A R R I E R RO O F M E M B R A N E , L A P U P AN D O V E R P A R A P E T ST O N E C L A D D I N G S Y S T E M ON G A L V . S U P P O R T SU B S T R U C T U R E 6" S T U D SE L F A D H E S I V E T R A N S I T I O N FL A S H I N G A T A L L F R A M I N G TR A N S I T I O N S AE 5 0 2 D2 AE 5 2 1 A1 LE V E L 1 10 0 ' - 0 " BA S E M E N T 88 ' - 0 " PA R A P E T 1 12 8 ' - 1 1 " L T. O . F A C I N G S T O N E 12 0 ' - 4 " AE 5 0 1 A5 AE 5 0 1 C5 AE 5 0 1 E5 AE 5 3 2 A5 ST O N E S I L L SS T T H R U - W A L L F L A S H I N G ST O N E A P R O N LI N E O F W A L L B Y N D LI N E O F W I N D O W OP E N I N G B Y N D ST O N E P A V E R - S E E LA N D S C A P E ST O N E F I L L - SE E L A N D S C A P E AE 5 3 2 E1 MA T F O O T I N G - S E E ST R U C T U R A L UN D E R S L A B D R A I N A G E - S E E M E C H A N I C A L WA T E R P R O O F I N G ME M B R A N E 12 " S U S P E N D E N D S L A B - S E E S T R U C T U R A L F. O . S H E A R W A L L B E Y O N D , 3" I N S E T @ S I L L A C R O S S WI N D O W R . O . SE L F A D H E S I V E T R A N S I T I O N FL A S H I N G A T A L L F R A M I N G TR A N S I T I O N S A N D R O U G H OP E N I N G S , T Y P . SLOPE DR A I N A G E M A T 4" M I N . S P F S Y S T E M SS T T H R U - W A L L F L A S H I N G CO N C R E T E F O U N D A T I O N - S E E S T R U C T U R A L SI L L P A N A N D F L A S H I N G AE 5 0 2 D2 BA P T I S T R Y CH A P E L 17 2 5/ 8 " G Y P B O A R D 5/ 8 " E X T E R I O R S H E A T H I N G TH R U - W A L L FL A S H I N G - E X T E N D 18 " B E Y O N D R . O . SL I P T R A C K SS T C O P I N G 2" R I G I D I N S U L A T I O N CO N C R E T E S I L L EL : 1 0 3 ' - 4 " DE C O R A T I V E C A R V E D ST O N E P A N E L HE A T T R A C E W H E R E OC C U R S , S E E E L E C . LI G H T F I X T U R E , SE E E L E C . 4" S S T S E G M E N T S @ 2 ' O . C . BL O C K I N G A S R E Q ' D ST O N E C O P I N G B L O C K 6" M I N . R I G I D I N S U L A T I O N CO N C R E T E O N M T L DE C K , S E E S T R U C T 6" S T R U C T U R A L S T U D SS T F L A S H I N G SE L F A D H E S I V E T R A N S I T I O N FL A S H I N G CO N T . V A P O R B A R R I E R RO O F M E M B R A N E , L A P U P AN D O V E R P A R A P E T ST O N E C L A D D I N G S Y S T E M ON G A L V . S U P P O R T SU B S T R U C T U R E ST O N E C L A D D I N G S Y S T E M O N GA L V . S U P P O R T S U B S T R U C T U R E ST O N E C O N N E C T I O N HA R W A R E 4" M I N . S P F S Y S T E M TR I G L Y P H & M E T O P E , S E E EL E V A T I O N S FA L S E D Y N A M I C J O I N T , S E E EL E V A T I O N S F O R E X T E N T WA T E R P R O O F I N G CO N T C A V I T Y D R A I N A G E M A T E R I A L AE 5 3 1 A3 SI M LE V E L 1 10 0 ' - 0 " BA S E M E N T 88 ' - 0 " PA R A P E T 1 12 8 ' - 1 1 " L T. O . F A C I N G S T O N E 12 0 ' - 4 " AE 5 0 1 C5 AE 5 0 1 A5 AE 5 0 1 E5 SS T T H R U - W A L L F L A S H I N G ST O N E A P R O N ST O N E P A V E R - S E E LA N D S C A P E ST O N E F I L L - SE E L A N D S C A P E MA T F O O T I N G - S E E ST R U C T U R E UN D E R S L A B DR A I N A G E - S E E ME C H A N I C A L WA T E R P R O O F I N G ME M B R A N E 12 " S U S P E N D E N D S L A B - S E E S T R U C T U R A L DR A I N A G E M A T SLOPE BA P T I S T R Y CH A P E L 17 2 SS T C O P I N G HE A T T R A C E W H E R E OC C U R S , S E E E L E C . LI G H T F I X T U R E , SE E E L E C . 4" S S T S E G M E N T S @ 2 ' O . C . BL O C K I N G A S R E Q ' D CO N T I N U O U S 4 " M I N . S P F SY S T E M CO N C R E T E W A L L , S E E ST R U C T U R E ME T A L F U R R I N G 5/ 8 " G Y P S U M B O A R D 2" 2" R I G I D I N S U L A T I O N ST O N E C O P I N G B L O C K 6" M I N . R I G I D I N S U L A T I O N CO N C R E T E O N M T L DE C K , S E E S T R U C T U R E 6" S T R U C T U R A L S T U D ST O N E C L A D D I N G S Y S T E M ON G A L V . S U P P O R T SU B S T R U C T U R E SS T F L A S H I N G SE L F A D H E S I V E T R A N S I T I O N FL A S H I N G CO N T . V A P O R B A R R I E R RO O F M E M B R A N E , L A P U P AN D O V E R P A R A P E T ST O N E C L A D D I N G S Y S T E M ON G A L V . S U P P O R T SU B S T R U C T U R E WA L E R / G R I D S Y S T E M F O R ST O N E S U P P O R T , T Y P , B Y ST O N E I N S T A L L E R ST O N E C O N N E C T I O N HA R D W A R E , B Y S T O N E IN S T A L L E R , T Y P AE 5 0 2 D2 TR I G L Y P H & M U T U L E , S E E EL E V A T I O N S WA T E R P R O O F I N G ME C H B0 6 CO N T C A V I T Y DR A I N A G E M A T E R I A L SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/10/2012 10:29:32 AM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt WALL SECTIONS AE309Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012RKDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SCALE: 3/4" = 1'-0"A4SECTION - EGRESS DOOR SC A L E : 3 / 4 " = 1 ' - 0 " A3 SE C T I O N - S T O N E P A N E L J SC A L E : 3 / 4 " = 1 ' - 0 " A2 SE C T I O N - W D W D ( A T B A S E M E N T ) SC A L E : 3 / 4 " = 1 ' - 0 " A1 SE C T I O N - S H E A R W A L L A T B A S E M E N T 1AUG 27, 2012ADDENDUM 1 3SEPT 10, 2012ADDENDUM 3 1 3 3 LE V E L 1 10 0 ' - 0 " BA S E M E N T 88 ' - 0 " T. O . S T E E L 12 6 ' - 3 " PA R A P E T 2 13 3 ' - 9 1 / 2 " PA R A P E T 1 12 8 ' - 1 1 " M T. O . F A C I N G S T O N E 12 0 ' - 4 " AE 5 0 4 D3 AE 5 0 4 A3 CO N T I N U O U S 4 " S P F S Y S T E M 5/ 8 " E X T S H E A T H I N G 10 " S T R U C T U R A L S T U D SS T T H R U - W A L L F L A S H I N G ST O N E A P R O N ST O N E C L A D D I N G S Y S T E M ON G A L V . S U P P O R T SU B S T R U C T U R E ST O N E C O P I N G B L O C K RO O F M E M B R A N E T O L A P AB O V E P A R A P E T F R A M I N G 6" M I N R I G I D I N S U L A T I O N CO N C R E T E O N M T L D E C K CO N T . V A P O R B A R R I E R - LA P O V E R R O O F E D G E & EX T E N D D O W N S H E A T H I N G 4" M I N 5/ 8 " E X T E R I O R S H E A T H I N G FL A S H I N G ST O N E P A V E R - S E E LA N D S C A P E ST O N E F I L L - SE E L A N D S C A P E BL O C K I N G A S R E Q ' D . 5/ 8 " E X T E R I O R S H E A T H I N G CA N T S T R I P GA L V . S T E E L G I R T , S E E ST R U C T U R E CO N T 4 " S P F S Y S T E M ST O N E C L A D D I N G S Y S T E M O N GA L V . S U P P O R T S U B S T R U C T U R E CO N C R E T E FO U N D A T I O N - SE E S T R U C T U R E 6" S T R U C T U R A L S T U D I N F I L L 8" S T R U C T U R A L S T U D LA P P E D O V E R 1 0 " M T L S T U D 8" S T R U C T U R A L S T U D 4" S P F S Y S T E M IN T E R I O R F I N I S H E S , SE E E L E V A T I O N S 10 " S T R U C T U R A L S T U D 2' - 6 1 / 2 " 12 " S U S P E N D E D S L A B - S E E S T R U C T U R A L 3 5 / 8 " S T U D 2" R I G I D I N S U L A T I O N AE 5 0 1 A5 AE 5 0 5 C3 SI M WA T E R P R O O F I N G M E M B R A N E MA T F O O T I N G - S E E ST R U C T U R E SS T F L A S H I N G ST E E L F R A M I N G , S E E S T R U C T U R E 3 5 / 8 " S T U D SE L F A D H E S I V E TR A N S I T I O N F L A S H I N G BE N T P L A T E , S E E S T R U C T . AE 5 0 4 C3 BA P T I S T R Y 17 0 3 1 / 2 " T O P P I N G S L A B 1/ 2 " F I N I S H F L O O R , SC H E D U L E D F I N I S H BR I D G E B A C K T O EX T E R I O R S T U D , 8' - 0 " O C , T Y P DE F L E C T I O N S L I P T R A C K WA L E / G R I D S Y S T E M F O R ST O N E S U P P O R T , T Y P , BY S T O N E I N S T A L L E R 5/ 8 " G Y P S U M B O A R D WA T E R P R O O F I N G UN D E R S L A B D R A I N A G E - S E E M E C H A N I C A L 1 3 / 4 " A I R G A P CO N T C A V I T Y D R A I N A G E M A T E R I A L 2' - 0" AT T A C H R O O F M E M B R A N E W I T H C O N T I N U O U S RE G L E T , C O U N T E R F L A S H W / T R A N S I T I O N M E M B R A N E MT L P A N E L R A I N S C R E E N SY S T E M T. O . S T E E L EL : 1 3 3 ' - 3 1 / 2 " 5 1 / 2 " LE V E L 1 10 0 ' - 0 " BA S E M E N T 88 ' - 0 " N T. O . S T E E L 12 6 ' - 3 " PA R A P E T 2 13 3 ' - 9 1 / 2 " PA R A P E T 1 12 8 ' - 1 1 " M T. O . F A C I N G S T O N E 12 0 ' - 4 " 2' - 3 " ST O N E A P R O N WA T E R P R O O F I N G M E M B R A N E 12 " S U S P E N D E D S L A B - S E E ST R U C T U R A L FL A S H I N G CO N C R E T E O N M T L D E C K ST O N E C L A D D I N G S Y S T E M O N GA L V . S U P P O R T S U B S T R U C T U R E ST O N E C O P I N G B L O C K 5/ 8 " E X T E R I O R S H E A T H I N G 6" S T R U C T U R A L S T U D RO O F M E M B R A N E T O L A P OV E R P A R A P E T F R A M I N G SI N G L E P L Y M E M B R A N E SE L F A D H E S I V E T R A N S I T I O N FL A S H I N G ST O N E P A V E R - SE E L A N D S C A P E CO N C R E T E F O U N D A T I O N - SE E S T R U C T U R E CO N C R E T E P O D I U M - S E E ST R U C T U R E PA C K G A P W I T H R I G I D I N S U L A T I O N SS T T H R U - W A L L F L A S H I N G 3 5 / 8 " S T R U C T U R A L S T U D ST O N E C L A D D I N G S Y S T E M ON G A L V . S U P P O R T SU B S T R U C T U R E 4" S P F S Y S T E M 5/ 8 " E X T S H E A T H I N G SI L L P A N A N D T H R U W A L L FL A S H I N G SE L F A D H E S I V E T R A N S I T I O N FL A S H I N G A T A L L F R A M I N G TR A N S I T I O N S A N D R O U G H OP E N I N G S , T Y P . 6" M T L S T U D GA L V S T E E L G I R T - SE E S T R U C T U R E ST O N E C L A D D I N G S Y S T E M O N GA L V . S U P P O R T S U B S T R U C T U R E BL O C K I N G A S R E Q U I R E D ME T A L P A N E L R A I N SC R E E N S Y S T E M 6" T A P E R E D R I G I D IN S U L A T I O N , S L O P E T O DR A I N CO N T . V A P O R B A R R I E R ST O N E C O P I N G BL O C K 5/ 8 " E X T E R I O R SH E A T H I N G 6" S T R U C T U R A L S T U D IN F I L L CO N T 4 " S P F S Y S T E M ST O N E C O L U M N BE Y O N D ST O N E C L A D D I N G S Y S T E M 2" R I G I D IN S U L A T I O N AE 5 0 3 A5 AE 5 3 2 A1 AE 5 3 4 B1 AE 5 3 4 D1 SI M AE 5 0 2 C2 AE 5 0 2 E3 SI M BA S E M E N T MA T F O O T I N G - S E E S T R U C T U R A L ST O N E F I L L - S E E LA N D S C A P E GA L V S T E E L G I R T , S P A N S LE N G T H O F P O R T I C O O N L Y , SE E S T R U C T U R E SS T C O P I N G 6" 2 5 / 8 " 1' - 0 " 1 1 / 2 " SLOPE SS T C O P I N G BA P T I S T R Y 17 0 SS T T H R U W A L L F L A S H I N G 3 1 / 2 " T O P P I N G S L A B 1/ 2 " F I N I S H F L O O R SS T D R I P P A N , S L O P E T O PI E R S A T C E N T E R DE F L E C T I O N S L I P T R A C K HE A T T R A C E W H E R E OC C U R S , S E E E L E C . LI G H T F I X T U R E , S E E E L E C . 4" S S T S E G M E N T S @ 2 ' O . C . BL O C K I N G A S R E Q ' D AE 5 0 0 D5 SI M GA L V S T E E L P O S T BY N D , S E E S T R U C T U R E UN D E R S L A B D R A I N A G E - S E E M E C H A N I C A L CO N T C A V I T Y DR A I N A G E M A T E R I A L 5 1 / 2 " T. O . S T E E L EL : 1 3 3 ' - 3 1 / 2 " B. O . S T E E L EL : 1 2 8 ' - 4 " 8" AE 5 3 3 B3 SI M LEVEL 1 100' - 0"BASEMENT 88' - 0"N T.O. STEEL 126' - 3"L.9 PARAPET 2 133' - 9 1/2"PARAPET 1 128' - 11"M T.O. FACING STONE 120' - 4" ST O N E A P R O N WA T E R P R O O F I N G M E M B R A N E ST O N E C L A D D I N G S Y S T E M 8" S T R U C T U R A L S T U D 12" SUSPENDED SLAB - SEE STRUCTURAL3 5/8" STRUCTURAL STUD8" STRUCTURAL STUD5/8" EXTERIOR SHEATHING4" SPF SYSTEM FLASHING ST O N E P A V E R - SE E L A N D S C A P E CONCRETE FOUNDATION -SEE STRUCTURECONCRETE PODIUM - SEE STRUCTURALPACK GAP WITH RIGID INSULATIONSTEEL COLUMN WITH BASE PLATE GA L V . S T R U C T U R A L S T E E L - S E E S T R U C T U R A L STEEL FRAMING, SEE STRUCTURE 2" R I G I D IN S U L A T I O N 3 5/8" STUD 5/8" GYPSUM BOARD AE 5 0 2 E3 SI M AE 5 0 3 A1 AE503A2SIM ST O N E F I L L - S E E LA N D S C A P E MAT FOOTING - SEE STRUCTURECONCRETE ON MTL DECK ST O N E C L A D D I N G S Y S T E M O N GA L V . S U P P O R T S U B S T R U C T U R E ST O N E C O P I N G B L O C K 5/ 8 " E X T E R I O R S H E A T H I N G 6" S T R U C T U R A L S T U D RO O F M E M B R A N E T O L A P OV E R P A R A P E T F R A M I N G SINGLE PLY MEMBRANE 6" M I N T A P E R E D R I G I D IN S U L A T I O N S L O P E D T O DR A I N SE L F A D H E S I V E T R A N S I T I O N FL A S H I N G ST O N E C L A D D I N G S Y S T E M O N GA L V . S U P P O R T S U B S T R U C T U R E BL O C K I N G A S R E Q U I R E D CONT. VAPOR BARRIER ST O N E C O P I N G BLOCK 5/8" EXTERIOR SHEATHING6" STRUCTURAL STUD INFILL CONT 4" SPF SYSTEMGALV STEEL GIRT, SPANS LENGTH OF PORTICO ONLY,SEE STRUCTURE SS T F L A S H I N G SST FLASHING SLOPE SS T C O P I N G BAPTISTRY 170DEFLECTION SLIP TRACK 3 1/2" TOPPING SLAB1/2" FINISH FLOOR HE A T T R A C E W H E R E OC C U R S , S E E E L E C . LI G H T F I X T U R E , S E E E L E C . 4" S S T S E G M E N T S @ 2 ' O . C . BL O C K I N G A S R E Q ' D WA L E R / G R I D S Y S T E M F O R ST O N E S U P P O R T , T Y P , B Y ST O N E I N S T A L L E R GA L V . S T E E L S T O N E SU P P O R T S U B S T R U C T U R E , BY S T O N E I N S T A L L E R UNDERSLAB DRAINAGE - SEE MECHANICAL CO N T C A V I T Y D R A I N A G E M A T E R I A L GA L V . S T E E L C O L U M N A N D GI R T , S E E S T R U C T U R E 6" STUD HEADERAE500D5SIMMETAL PANEL RAIN SCREEN SYSTEM SELF ADHESIVE TRANSITION FLASHING MEMBRANET.O. STEEL EL: 133' - 3 1/2"5 1/2"8"B.O. STEEL EL: 128' - 4"SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/25/2012 8:24:56 AM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt WALL SECTIONS AE310Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012RKDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 3 / 4 " = 1 ' - 0 " A1 SE C T I O N - S O U T H P O R T I C O F L A N K SC A L E : 3 / 4 " = 1 ' - 0 " A2 SE C T I O N - S O U T H P O R T I C O A T W D W SC A L E : 3 / 4 " = 1 ' - 0 " A4 SE C T I O N - S O U T H P O R T I C O A T P I E R 1AUG 27, 2012ADDENDUM 1 6SEPT 25, 2012ADDENDUM 6 1 1 1 1 1 1 6 Ro o f 12 5 ' - 5 1 / 4 " PA R A P E T 3 13 9 ' - 3 1 / 2 " PA R A P E T 2 13 3 ' - 9 1 / 2 " PA R A P E T 1 12 8 ' - 1 1 " 8. 7 W. S P I R E R O O F T . O . S . 13 6 ' - 6 " AE 5 0 0 C1 SI M 4" S P F S Y S T E M 5/ 8 " E X T E R I O R SH E A T H I N G SS T F L A S H I N G 8" S T R U C T U R A L S T U D ME T A L P A N E L R A I N S C R E E N SY S T E M , A L I G N J O I N T S W I T H HO R I Z O N T A L S T O N E C O U R S I N G GA L V . S T E E L S T O N E SU P P O R T S U B S T R U C T U R E ST O N E C L A D D I N G S Y S T E M ON G A L V . S U P P O R T SU B S T R U C T U R E BL O C K I N G A S R E Q U I R E D 6" M I N T A P E R E D R I G I D IN S U L A T I O N , S L O P E T O DR A I N CO N T . V A P O R B A R R I E R CO N C R E T E O N M T L D E C K RO O F M E M B R A N E 5/ 8 " E X T E R I O R SH E A T H I N G RO O F M E M B R A N E T O L A P OV E R P A R A P E T F R A M I N G AE 5 0 0 D1 DE C O R A T I V E C A R V E D CA P S T O N E ST O N E C O P I N G B L O C K GA L V S U B F R A M E , B Y M T L PA N E L I N S T A L L E R 8" PA R A P E T 3 13 9 ' - 3 1 / 2 " PA R A P E T 2 13 3 ' - 9 1 / 2 " PA R A P E T 1 12 8 ' - 1 1 " 8. 7 W. S P I R E R O O F T . O . S . 13 6 ' - 6 " AE 5 0 0 C1 CO N T I N U O U S 4 " S P F SY S T E M 5/ 8 " E X T E R I O R SH E A T H I N G SS T F L A S H I N G 8" S T R U C T U R A L S T U D ME T A L P A N E L R A I N SC R E E N S Y S T E M , A L I G N JO I N T S W I T H H O R I Z O N T A L ST O N E C O U R S I N G GA L V . S T E E L S T O N E SU P P O R T S U B S T R U C T U R E ST O N E C L A D D I N G S Y S T E M ON G A L V . S U P P O R T SU B S T R U C T U R E TA P E R E D R I G I D IN S U L A T I O N , S L O P E T O DR A I N , 6 " M I N D E P T H CO N T . V A P O R B A R R I E R CO N C R E T E O N M T L D E C K SI N G L E P L Y M E M B R A N E 5/ 8 " E X T E R I O R SH E A T H I N G RO O F M E M B R A N E T O L A P OV E R P A R A P E T F R A M I N G AE 5 0 0 D1 SI M 8" GA L V S U B F R A M E , B Y M T L PA N E L I N S T A L L E R DE F L E C T I O N S L I P T R A C K ST O N E C O P I N G B L O C K DE C O R A T I V E CA R V E D S T O N E C A P PARAPET 2 133' - 9 1/2"PARAPET 1 128' - 11"AE500D5 AE500B5STONE COPING STONE CLADDING SYSTEM ON GALV. SUPPORT SUBSTRUCTURESST FLASHING METAL PANEL RAIN SCREEN SYSTEM, ALIGN JOINTS WITH HORIZONTAL STONE COURSING SLOPED ROOF FRAMING AND DECK,SEE STRUCTT.O. STEEL EL: 133' - 3 1/2"B.O. STEEL EL: 128' - 4"8"FLASH AROUND STRUCTURAL PENETRATION, TYP 6" MIN RIGID INSULATION, SEE ROOF PLAN FOR SLOPE AND CRICKET CONDITIONSGALV STEEL GIRT, ALL CONNECTIONS FULLY WELDED & SEALED, TYP6" STRUCTURAL STUD INFILLPARAPET 2 133' - 9 1/2"PARAPET 1 128' - 11"AE500D5 AE500B5METAL PANEL RAIN SCREEN SYSTEM, ALIGN JOINTS WITH HORIZONTAL STONE COURSINGSTONE COPING STONE CLADDING SYSTEM ON GALV. SUPPORT SUBSTRUCTURESST FLASHING 6" RIGID INSULATION TAPERED RIGID INSULATION,SLOPE TO DRAINFLASH AROUND STRUCTURAL PENETRATION, TYP ROOF MEMBRANE CONT. VAPOR BARRIERTAPERED RIGID INSULATIONT.O. STEEL EL: 133' - 3 1/2"B.O. STEEL EL: 128' - 4"GALV STEEL GIRT, ALL CONNECTIONS FULLY WELDED & SEALED, TYP6" STRUCTURAL STUD INFILL 8" LE V E L 1 10 0 ' - 0 " A B T. O . S T E E L 12 6 ' - 3 " PA R A P E T 2 13 3 ' - 9 1 / 2 " PA R A P E T 1 12 8 ' - 1 1 " T. O . F A C I N G S T O N E 12 0 ' - 4 " ST O N E C L A D D I N G S Y S T E M ON G A L V . S U P P O R T SU B S T R U C T U R E 6" M I N T A P E R E D R I G I D IN S U L A T I O N CO N T . V A P O R B A R R I E R ST O N E C O P I N G BL O C K 5/ 8 " E X T E R I O R SH E A T H I N G ST R U C T U R A L F R A M I N G CO N T 4 " S P F S Y S T E M ST O N E C L A D D I N G S Y S T E M ON G A L V . S U P P O R T SU B S T R U C T U R E BL O C K I N G A S R E Q U I R E D ST O N E C O P I N G BL O C K ST O N E C O L U M N BE Y O N D ST O N E A P R O N CO N C R E T E S L A B O N G R A D E FL A S H I N G ST O N E P A V E R - SE E L A N D S C A P E CO N C R E T E F O U N D A T I O N AN D F O O T I N G - S E E ST R U C T U R E CO N C R E T E P O D I U M - S E E ST R U C T U R E PA C K G A P W I T H R I G I D I N S U L A T I O N 4" S P F S Y S T E M 5/ 8 " E X T S H E A T H I N G SI L L P A N A N D T H R U W A L L FL A S H I N G 6" S T R U C T U R A L S T U D ST O N E C L A D D I N G S Y S T E M AE 5 0 2 E3 SI M AE 5 0 3 A5 SS T F L A S H I N G 6" S T R U C T U R A L S T U D I N F I L L CO N T I N U O U S U N D E R S L A B VA P O R B A R R I E R WA T E R P R O O F I N G ME M B R A N E ST O N E F I L L - S E E LA N D S C A P E TA P E R E D R I G I D IN S U L A T I O N , S L O P E TO D R A I N SLOPE SS T C O P I N G IN S T R U C T I O N - ME N 13 7 AE 5 0 2 C2 8" S T R U C T U R A L S T U D DE F L E C T I O N S L I P T R A C K ME T A L P A N E L R A I N S C R E E N SY S T E M , A L I G N J O I N T S W I T H HO R I Z O N T A L S T O N E C O U R S I N G AE 5 0 0 D5 AL U M . W I N D O W S Y S T E M SS T D R I P P A N , S L O P E T O PI E R S A T C E N T E R GA L V . S T E E L G I R T - S E E ST R U C T U R E HE A T T R A C E W H E R E OC C U R S , S E E E L E C . LI G H T F I X T U R E , S E E E L E C . 4" S S T S E G M E N T S @ 2' O . C . BL O C K I N G A S R E Q ' D DE C O R A T I V E C A S T AL U M . S P A N D R E L IN S U L A T E C A V I T Y 3 5 / 8 " S T U D SE L F A D H E S I V E TR A N S I T I O N F L A S H I N G ME M B R A N E CO N T C A V I T Y D R A I N A G E MA T E R I A L AE 5 3 4 B1 AE 5 3 3 B3 SI M AE 5 3 3 A3 SI M SS T F L A S H I N G LE V E L 1 10 0 ' - 0 " PA R A P E T 3 13 9 ' - 3 1 / 2 " PA R A P E T 2 13 3 ' - 9 1 / 2 " PA R A P E T 1 12 8 ' - 1 1 " T. O . F A C I N G S T O N E 12 0 ' - 4 " H W. S P I R E R O O F T . O . S . 13 6 ' - 6 " CO N T I N U O U S 4 " S P F SY S T E M 5/ 8 " E X T E R I O R SH E A T H I N G ST A I N L E S S S T E E L F L A S H I N G 8" S T R U C T U R A L S T U D ST O N E C L A D D I N G S Y S T E M ON G A L V . S U P P O R T SU B S T R U C T U R E ST O N E C O P I N G B L O C K 6" M I N T A P E R E D R I G I D IN S U L A T I O N , S L O P E T O D R A I N CO N T . V A P O R B A R R I E R CO N C R E T E O N M T L D E C K RO O F M E M B R A N E 5/ 8 " E X T E R I O R SH E A T H I N G RO O F M E M B R A N E T O L A P OV E R P A R A P E T F R A M I N G ST O N E A P R O N ST O N E C L A D D I N G S Y S T E M ON G A L V . S U P P O R T SU B S T R U C T U R E DR A I N A G E C A V I T Y M A T E R I A L CO N T I N U O U S 4 " S P F S Y S T E M CO N C R E T E S L A B ON G R A D E 5/ 8 " G Y P S U M B O A R D 3 5 / 8 " S T U D 8" S T R U C T U R A L S T U D 5/ 8 " E X T E R I O R SH E A T H I N G ST O N E C L A D D I N G S Y S T E M ON G A L V . S U P P O R T SU B S T R U C T U R E GU T T E R CO N C R E T E O N MT L D E C K ST O N E P A V E R - S E E LA N D S C A P E WA T E R P R O O F I N G ME M B R A N E CO N C R E T E F O U N D A T I O N - S E E S T R U C T U R E CO N T I N U O U S U N D E R S L A B VA P O R B A R R I E R FO O T I N G - S E E S T R U C T U R E ST O N E F I L L - SE E L A N D S C A P E DE F L E C T I O N S L I P T R A C K DY N A M I C M O V E M E N T J O I N T BR I D G E B A C K T O EX T E R I O R S T U D , 8' - 0 " O C , T Y P WA L E R / G R I D S Y S T E M F O R ST O N E S U P P O R T , T Y P , B Y ST O N E I N S T A L L E R GA L V . S T E E L S T O N E SU P P O R T S U B S T R U C T U R E , BY S T O N E I N S T A L L E R , T Y P VA P O R B A R R I E R , E X T E N D TO 4 " M I N I N S I D E S T U D TR A C K LO B B Y 15 0 SS T T H R U W A L L F L A S H I N G AE 5 0 0 D1 SI M TR A N S I T I O N F L A S H I N G ME M B R A N E 2' - 4 " 1 3 / 4 " A I R S P A C E SS T F L A S H I N G 4" M I N T A P E R E D R I G I D IN S U L A T I O N GA L V S T E E L B R A C I N G , S E E ST R U C T U R E DE C O R A T I V E C A R V E D ST O N E C A P AE 5 0 4 D1 SI M AE 5 0 4 A1 TE R M I N A T E 3 5 / 8 " S T U D 2 ' - 0 " MI N A B O V E F I N I S H E D C E I L I N G AN D B R A C E B A C K T O EX T E R I O R S T R U C T U R E 1' - 1 0 " GA L V G I R T S A N D 8 " ST R U C T U R A L S T U D I N F I L L AL O N G E D G E O F W E S T EL E V T O C O R N E R S , O N L Y - SE E W A L L S E C T I O N S O N AE 6 0 8 SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/25/2012 10:29:37 AM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt WALL SECTIONS AE311Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012RKDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 3 / 4 " = 1 ' - 0 " A4 WA L L S E C T I O N SC A L E : 3 / 4 " = 1 ' - 0 " C4 WA L L S E C T I O N SCALE: 3/4" = 1'-0"A5PARAPET DETAILSCALE: 3/4" = 1'-0"C5PARAPET DETAIL SC A L E : 3 / 4 " = 1 ' - 0 " A1 SE C T I O N - N O R T H P O R T I C O A T W D W SC A L E : 3 / 4 " = 1 ' - 0 " A2 SE C T I O N - W E S T S P I R E R E T U R N 1AUG 27, 2012ADDENDUM 1 6SEPT 25, 2012ADDENDUM 61 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 6 6 PA R A P E T 3 13 9 ' - 3 1 / 2 " PA R A P E T 2 13 3 ' - 9 1 / 2 " PA R A P E T 1 12 8 ' - 1 1 " H ST O N E C L A D D I N G S Y S T E M ON G A L V . S U P P O R T SU B S T R U C T U R E MT L P A N E L S Y S T E M O N G A L V BA C K U P F R A M I N G , F R A M I N G B Y MT L P A N E L I N S T A L L E R GA L V S T E E L F R A M I N G - SE E S T R U C T U R E 8" LO W E S T P A N E L T O H A V E MI C R O P E R F O R A T E D R I B B O N CA V I T Y D R A I N A G E M A T E R I A L , M E C H FA S T E N T O S U B S T R U C T U R E - E N S U R E FU L L C L O S U R E O F G A P B T W N R O O F ME M B R A N E A N D M T L P N L AE 5 0 6 A1 T. O . S T E E L EL : 1 3 4 ' - 0 " B. O . S T E E L EL : 1 2 8 ' - 4 " 2 PARAPET 3 139' - 3 1/2"SPIRE CORNICE 189' - 6"4.8 SPIRE BASE 150' - 9" 1. 7 4.9 SPIRE PLINTH 143' - 1"T.O. EAST SPIRE 196' - 10"T.O. STATUE 206' - 4" AE 5 0 6 A5 AE 5 0 6 B3 AE 5 3 4 B5 AE 5 0 6 B5 AE 5 0 6 E5 AE 5 3 4 D5 AE 5 0 6 C1 S2 S1 ST O N E C L A D D I N G S Y S T E M O N GA L V S U P P O R T S U B S T R U C T U R E , BY S T O N E I N S T A L L E R A5 AE 4 6 6 A5 AE466 B5 AE 4 6 6 B5 AE466 D5 AE 4 6 6 D5 AE466 ST O N E S T E P S ST O N E C L A D D I N G S Y S T E M O N GA L V S U P P O R T S U B S T R U C T U R E , BY S T O N E I N S T A L L E R GA L V L A D D E R , S E E D E T A I L S GI L T S T A T U E SS T C O P I N G , S E E D E T A I L ST E P P E D S T O N E C A P AE 5 0 6 B1 DE C O R A T I V E C A S T B R O N Z E VE N T I L A T I O N G R I L L E SS T G U T T E R , W / H E A T T R A C E LI G H T F I X T U R E , S E E E L E C - C O O R D MO U N T I N G & P O S I T I O N I N F I E L D W I T H AR C H I T E C T SS T C H E C K E R P L A T E T R E A D S LI G H T F I X T U R E , S E E E L E C - C O O R D MO U N T I N G & P O S I T I O N I N F I E L D W I T H AR C H I T E C T SS T G U T T E R W / H E A T T R A C E GA L V A N I Z E D P R I M A R Y ST R U C T U R A L F R A M I N G , S E E ST R U C T U R E BA C K - L I T W D W , S E E S C H E D U L E LI G H T F I X T U R E , S E E E L E C - C O O R D MO U N T I N G & P O S I T I O N I N F I E L D W I T H AR C H I T E C T SS T G U T T E R W / H E A T T R A C E ROOF MEMBRANE 1" MINIMUM TAPERED INSULATION,SLOPE TO PERIMETER GUTTER CONCRETE ON MTL DECK, SEE STRUCTURESTRUCTURAL FRAMED PLATFORM TYP W/ GALV GRATING, SEE STRUCTURE. COORDINATE OPENINGS WITH ALTERNATING LADDER RUN AE 5 0 6 A1 PA R A P E T 3 13 9 ' - 3 1 / 2 " PA R A P E T 2 13 3 ' - 9 1 / 2 " PA R A P E T 1 12 8 ' - 1 1 " 4. 9 AE 5 0 6 A1 ST O N E C L A D D I N G S Y S T E M ON G A L V . S U P P O R T SU B S T R U C T U R E MT L P A N E L S Y S T E M O N G A L V BA C K U P F R A M I N G , F R A M I N G B Y MT L P A N E L I N S T A L L E R GA L V S T E E L F R A M I N G - SE E S T R U C T U R E LO W E S T P A N E L T O H A V E MI C R O P E R F O R A T E D R I B B O N CA V I T Y D R A I N A G E M A T E R I A L , M E C H FA S T E N T O S U B S T R U C T U R E - E N S U R E FU L L C L O S U R E O F G A P B T W N R O O F ME M B R A N E A N D M T L P N L 8" T. O . S T E E L EL : 1 3 4 ' - 0 " B. O . S T E E L EL : 1 2 8 ' - 4 " SI M PA R A P E T 3 13 9 ' - 3 1 / 2 " SP I R E B A S E 15 0 ' - 9 " 4. 9 SP I R E P L I N T H 14 3 ' - 1 " AE 5 0 6 B4 DE C O R A T I V E C A R V E D S T O N E BA N D , S E E E L E V A T I O N S MO N O L I T H I C S T O N E C A P , SE E D E T A I L S LI N E O F A D J A C E N T S T O N E CL A D S P I R E P L I N T H ST O N E C L A D D I N G S Y S T E M ON G A L V . S U P P O R T SU B S T R U C T U R E SS T G U T T E R HE A T T R A C E , S E E E L E C GA L V I N S E C T S C R E E N IN G A L V F R A M E GA L V I N S E C T S C R E E N IN G A L V F R A M E HE A T T R A C E , S E E E L E C SS T G U T T E R PR O V I D E A 3 " N O M I N A L P I P E O U T L E T PR O V I D E A 3 " N O M I N A L P I P E O U T L E T S2 GA L V V E R T I C A L T R U S S SU P P O R T F O R S T O N E S T E P S , BY S T O N E I N S T A L L E R LA P R O O F M E M B R A N E DO W N F . O . F L A S H I N G HE A T T R A C E AE 5 0 6 A1 AE 5 0 6 A5 SI M SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/27/2012 4:58:19 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt WALL SECTIONS AE312Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012RKDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 3 / 4 " = 1 ' - 0 " C1 WA L L S E C T I O N SC A L E : 1 / 2 " = 1 ' - 0 " A3 WA L L S E C T I O N - E A S T S P I R E SC A L E : 3 / 4 " = 1 ' - 0 " C2 WA L L S E C T I O N SC A L E : 3 / 4 " = 1 ' - 0 " A1 WA L L S E C T I O N A T S P I R E C O R N E R P Y L O N 1AUG 27, 2012ADDENDUM 1 1 1 1 1 1 1 1 1 UP DN UP FEC DN DN 5 G C2 AE 4 0 1 A2 AE 4 0 1 H 9 TREADS @ 11"=8'-3"5'-0" 4' - 0 " 2" 4' - 0 " 5 G C2 AE 4 0 1 A2 AE 4 0 1 H 6'-0 3/4"11 TREADS @ 11"=9'-2"4'-10" 6'-0 3/4"11 TREADS @ 11"=9'-2"5'-0" 4' - 0 " 2" 4' - 0 " 6 1 / 8 " 4' - 0 " 2" 4' - 0 " B2 AE 4 5 0 5 G C2 AE 4 0 1 A2 AE 4 0 1 H A5 AE 5 0 0 MT L L A D D E R T O RO O F H A T C H 5'-11 1/2"11 TREADS @ 11"= 10'-1"5'-0" 5'-11 1/2"4 TREADS @ 11"= 3'-8"7'-0 1/8" 4' - 0 " 2" 4' - 0 " A4 AE 5 5 0 LE V E L 1 10 0 ' - 0 " Ro o f 12 5 ' - 5 1 / 4 " BA S E M E N T 88 ' - 0 " G T. O . S T E E L 12 6 ' - 3 " ME C H 11 6 ' - 0 " PA R A P E T 2 13 3 ' - 9 1 / 2 " PA R A P E T 1 12 8 ' - 1 1 " H ME T A L P A N S T A I R ME T A L H A N D R A I L & G U A R D R A I L 21 EQ. RISERS=12'-0"28 RISERS = 16'-0" EL : 93 ' - 8 5 / 8 " TO P O F L A N D I N G EL : 10 6 ' - 3 1 / 2 " TO P O F L A N D I N G EL : 11 3 ' - 1 3 / 4 " TO P O F L A N D I N G SB AE 4 0 3 A5 AE 4 0 3 A4 AE 4 0 3 B5 AE 4 0 3 C5 AE 4 0 3 A4 B4 AE 4 0 3 B4 AE 4 0 3 SI M . TY P . 3'-0"6" AE 4 0 3 D5 AE 4 0 3 D5 AE 4 0 3 D5 WA L L M O U N T E D LI G H T F I X T U R E GU A R D R A I L WA L L M O U N T E D LI G H T F I X T U R E WA L L M O U N T E D LI G H T F I X T U R E FI R E S P R I N K L E R FI R E S P R I N K L E R WA L L M O U N T E D LI G H T F I X T U R E AE 5 5 0 A4 Roof 125' - 5 1/4" 2 3 4 PARAPET 3 139' - 3 1/2"T.O. STEEL 126' - 3"PARAPET 2 133' - 9 1/2"SPIRE CORNICE 189' - 6"4.8 SPIRE BASE 150' - 9" 1. 7 4.9 SPIRE PLINTH 143' - 1"T.O. EAST SPIRE 196' - 10"T.O. STATUE 206' - 4"EL: 150' - 4 1/2"TOP OF LANDINGEL: 172' - 8 1/8"TOP OF LANDING7'-4"16'-10"22'-3 1/2"24'-1 1/2"S2 S1 METAL LADDER METAL LADDERMETAL LADDER LANDING, SEE STRUCTURALLANDING, SEE STRUCTURALLANDING, SEE STRUCTURAL GUARDRAILBEAR LADDER ON STEEL FRAMING @ BASE - BRACE W/STAND-OFFS @ HEAD (TYPICAL) 11'-7"12'-8"9'-7 1/2"16'-10 3/4" T. O . G R A T E T. O . G R A T E T. O . S L A B T. O . G R A T E T. O . G R A T E ANGHOR LADDER TO STRUCTURE PROVIDE PIPE-JACK @ ROOF MEMBRANEAE403A2(TYP.)3" CHANNEL STRINGERS - THIS LADDER ONLY AE 5 0 6 B1 AE537A1 LE V E L 1 10 0 ' - 0 " Ro o f 12 5 ' - 5 1 / 4 " BA S E M E N T 88 ' - 0 " 5 T. O . S T E E L 12 6 ' - 3 " ME C H 11 6 ' - 0 " ME T A L P A N S T A I R ME T A L H A N D R A I L & G U A R D R A I L AE 4 0 3 B4 TY P . 23 EQUAL RISERS = 16'-0"21 EQUAL RISERS = 12'-0" LI G H T F I X T U R E B E Y O N D LI G H T F I X T U R E B E Y O N D ST A I R R A I L I N G AE 4 0 3 D4 AE 4 0 3 D4 FI R E S P R I N K L E R AE 5 0 5 B1 AE 5 0 5 A1 SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/19/2012 3:55:31 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt ENLARGED STAIR PLAN AND SECTIONS AE401Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012RKDF/CN/KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 4 " = 1 ' - 0 " A1 BA S E M E N T E N L A R G E D S T A I R P L A N SC A L E : 1 / 4 " = 1 ' - 0 " B1 LE V E L 1 E N L A R G E D S T A I R P L A N SC A L E : 1 / 4 " = 1 ' - 0 " D1 ME Z Z A N I N E L E V E L E N L A R G E D S T A I R P L A N SC A L E : 1 / 4 " = 1 ' - 0 " C2 ST A I R - S E C T I O N SC A L E : 1 / 4 " = 1 ' - 0 " A4 SE C T I O N - S P I R E SC A L E : 1 / 4 " = 1 ' - 0 " A2 SE C T I O N - S T A I R 5SEPT 20, 2012ADDENDUM 5 5 5 F G A2 AE 4 0 2 10' - 7"4' - 0"6' - 6"4' - 2 1/2" 6' - 3 3 / 4 " ME T A L G R A T E CA T W A L K EL : 11 6 ' - 0 " EL : 11 7 ' - 4 " 2 1/2" / 12"1 1/2" / 12" MT L H A N D R A I L & GU A R D R A I L AE 4 0 3 B3 AE 4 0 3 B3 F G T. O . S T E E L 12 6 ' - 3 " ME C H 11 6 ' - 0 " ME T A L H A N D R A I L & G U A R D R A I L ST E E L C H A N N E L CA T W A L K S U S P E N D E D F R O M RO O F S T R U C T U R E A B O V E , S E E ST R U C T U R E 7'-2 1/4"1'-4" MT L G R A T E P L A T F O R M AE 4 0 3 B3 8 KG9H8.7 116'-0"2'-2"4'-0"11"4' - 0"4'-0" MT L L A D D E R T O ROOF HATCH MT L L A D D E R A V ACCESS PLATFORMPROVIDE GUARD W/HANDRAILMTL HANDRAIL &GUARDRAIL OPEN TO BELOW AE403A3PROVIDEGUARD W/HANDRAIL AE403B3(TYP.) 6 @ 1 1 " = 1 ' - 1 0 " 2 T R E A D S 3 1 / 2 " 4'-4" 1011 K A4 AE553C1AE553C2AE553EL: 120' - 0" PR O V I D E 3 / 4 " PL Y W O O D S H E A T H I N G AN C H O R E D T O T . O . CA T W A L K A1 AE301A1AE301 PR O V I D E R E M O V A B L E CH A I N G U A R D BE T W E E N G U A R D R A I L AN D W A L L PROVIDE GUARDRAIL EA. SIDEAE403A3AE403A3 SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 2:33:11 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 \\psf\Home\Documents\A12_2011507_LDS Church Indianapolis Temple_Benh.rvt ENLARGED STAIR PLAN AND SECTIONS AE402Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012RKDF/CN/KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 4 " = 1 ' - 0 " A1 EN L A R G E D P L A N - C A T W A L K SC A L E : 1 / 2 " = 1 ' - 0 " A2 SE C T I O N - C A T W A L K SCALE: 1/4" = 1'-0" A5 CATWALK - WEST ACCESS PLATFORM SC A L E : 1 / 4 " = 1 ' - 0 " C1 LE V E L 2 M E C H R O O M S T E P S SCALE: 1/4" = 1'-0" C5 CATWALK - AV ACCESS XX3'-6"3'-0"1 1/4"1"3"1 1/2"1"1/2"x1/2" BAR TOP & BOTTOM OF SPINDLES 1" SQ. SPINDLES @ 4" O.C.1 1/2" CLEAR1 1/2" DIA.HANDRAIL 1 1/2" SQ.TUBE POSTS SECTION XCLOSURESECTIONCLOSURESECTIONFLOORLANDING3'-6"2"4"2'-7 1/2"3"1 1/2"2 1/2" x 2" TUBE GUARDRAIL 1 1/2" O.D. PIPE RAIL -RETURN TO 1 1/2"SQ. TUBE 1" SQ. SPINDLES @ 4" O.C.1 1/2" SQ. TUBE 1/2" x 1 1/2" BAR TOP &BOTTOM OF SPINDLES STEEL STRINGER CONCRETE FILLED STEEL PAN TREADSTOP LANDING BY STAIR MANUFACTURERMIN. 1' - 0"3"1 1/2"3'-0" ST E E L P L A T E TR E A D S & R I S E R S (P L A T E T H I C K N E S S AS R E Q U I R E D ) CO N C R E T E F I L L E D ST E E L P A N T R E A D S ST E E L S T R I N G E R ST A I N L E S S S T E E L NO N - S K I D N O S I N G 5/ 8 " 1" 1 1/2" 1 1/2" X X 6"3'-0" 1 1 / 2 " x 2 " T U B E GU A R D R A I L 1- 1 / 2 " D I A . H A N D R A I L 1- 1 / 2 " S Q . T U B E P O S T S 1 1 / 2 " C L E A R 1/ 2 " x 1 - 1 / 2 " B A R T O P & BO T T O M O F S P I N D L E S 1" S Q . S P I N D L E S @ 4 " O . C . ST E E L S T R I N G E R PR O V I D E C L O S U R E P L A T E AT E N D O F S T R I N G E R R U N CO N C . F I L L E D S T E E L PA N T R E A D S SE C T I O N X 3" 1 1/2" NO S E A L I G N M E N T 1 1 / 2 " O . D . S T E E L T U B I N G HA N D R A I L T O P E X T E N S I O N 3/ 4 " O . D . B R A C K E T S EQ U A L L Y S P A C E D @ 4 ' - 6 " M A X . - T Y P 1/ 2 " O . D . S T E E L T U B I N G CO N N E C T O R LI N E O F F L O O R A N D ED G E O F F L O O R N O S I N G .3' - 0" .3' - 0" 1 1 / 2 " O . D . S T E E L TU B I N G H A N D R A I L BO T T O M E X T E N S I O N 3/ 4 " O . D . B R A C K E T S E Q U A L L Y SP A C E D @ 4 ' - 6 " M A X . - T Y P 1/ 2 " O . D . S T E E L T U B I N G C O N N E C T O R ED G E O F T R E A D N O S I N G LI N E O F F I N I S H F L O O R D4 AE 4 0 3 1 1 / 2 " 3' - 0" FA C E O F W A L L 1 1 / 2 " S T D . S T E E L PI P E H A N D R A I L PR O V I D E B L O C K I N G A S NE E D E D A T M O U N T I N G LO C A T I O N S HA N D R A I L B R A C K E T S @ 4 ' - 6 " O . C . M A X . ( T Y P . ) 1/2" x 1 1/2" BAR TOP & BOTTOM 1" SQ. STEEL BAR SPINDLES @ 4" O.C.1 1/2" SQ. TUBE 1 1/2" O.D. PIPE RAIL 3'-6"3'-0"6"1'-9"1'-3"1'-11"8"STEEL STRINGER CONC. FILLED STL. PAN TREADS3'-6"2 1/2" x 2" TUBE GUARDRAIL 1 1/2" O.D. PIPE RAIL -CONTINUOUS 1" SQ. SPINDLES @ 4" O.C.1 1/2" SQ. TUBE 1/2" x 1 1/2" BAR TOP &BOTTOM OF SPINDLES STEEL STRINGER CONCRETE FILLED STEEL PAN TREADSMIDDLE LANDING BY STAIR MANUFACTURER 3"1 1/2"3'-0"3"1 1/2"1'-0" 1 1 / 2 " x 2 " T U B E GU A R D R A I L 1- 1 / 2 " S Q . T U B E P O S T S 1" S Q . S P I N D L E S @ 4 " O . C . ST E E L F R A M I N G SE C T I O N GR A T I N G PL Y W O O D S H E A T H I N G (W H E R E A P P L I C A B L E ) EL E V A T I O N 3'-6" 1- 1 / 2 " S Q . T U B E R A I L 1- 1 / 2 " S Q . T U B E R A I L 6"4" (VARIES) 2 1/4" 6" (T Y P . ) 6" 1/ 8 " 1 1 / 2 " x 2 " T U B E GU A R D R A I L 1- 1 / 2 " S Q . T U B E P O S T S 1" S Q . S P I N D L E S @ 4 " O . C . ST E E L F R A M I N G SE C T I O N GR A T I N G PL Y W O O D S H E A T H I N G (W H E R E A P P L I C A B L E ) EL E V A T I O N 3'-6" 1- 1 / 2 " S Q . T U B E R A I L 1- 1 / 2 " S Q . T U B E R A I L 6"4" (VARIES) 2 1/4" 6" 1/ 8 " 1- 1 / 2 " S Q . C O N T . HA N D R A I L P R O V I D E BR A C K E T @ E A . P O S T 6" (T Y P . ) 6" 3/ 8 X 2 - 1 / 2 " F L A T S T E E L ST R I N G E R S B E A R U P O N ST E E L F R A M I N G 1' - 6 " 3' - 0 " AL I G N F R A M I N G W I T H LA D D E R P L A C E M E N T ED G E O F D E C K / GR A T I N G GU A R D R A I L - A S AP P L I C A B L E TU B E - S T E E L L A D D E R EX T E N S I O N AE 4 0 3 A3 1" d i a . R U N G S @ 1 2 " O. C . V E R T . AE 4 0 3 B2 8" CL E A R A N C E B E T W E E N BE A M F L A N G E A N D LA D D E R R U N G 3'-0" 1'-2" ST E E L F R A M I N G - S E E ST R U C T U R A L . 3/ 8 X 2 - 1 / 2 " F L A T S T E E L ST R I N G E R S 3/ 8 X 2 - 1 / 2 " F L A T S T E E L ST A N D O F F S LA D D E R S U P P O R T - S E E ST R U C T U R A L 8" 1" d i a L A D D E R R U N G S TU B E S T E E L 1 . 5 X 3 X 1 1 g a LA D D E R E X T E N S I O N 3'-6" 3'-4"4 1/8" TO P O F D E C K / G R A T I N G SE C T I O N E L E V A T I O N 1' - 6 " 2' - 0 " SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 2:33:19 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 \\psf\Home\Documents\A12_2011507_LDS Church Indianapolis Temple_Benh.rvt STAIR DETAILS AE403Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012SCALE: 3/4" = 1'-0"B5STAIR DETAILSCALE: 3/4" = 1'-0"C5STAIR DETAIL SC A L E : 3 " = 1 ' - 0 " A4 DE T A I L SC A L E : 3 / 4 " = 1 ' - 0 " B4 SE C T I O N SC A L E : 1 1 / 2 " = 1 ' - 0 " C4 HA N D R A I L D E T A I L SC A L E : 3 " = 1 ' - 0 " D4 DE T A I L SCALE: 3/4" = 1'-0"A5STAIR DETAILSCALE: 3/4" = 1'-0"D5STAIR DETAIL SC A L E : 3 / 4 " = 1 ' - 0 " A3 ME C H . G U A R D R A I L SC A L E : 3 / 4 " = 1 ' - 0 " B3 ME C H . G U A R D / H A N D R A I L SC A L E : 3 / 4 " = 1 ' - 0 " A2 SP I R E L A D D E R ( P L A N ) SC A L E : 3 / 4 " = 1 ' - 0 " B2 LA D D E R E X E N S I O N 2 3 4 5 4. 8 4. 9 E1 AE 5 6 1 E3 AE 5 6 1 EL : 20 ' - 1 1 5 / 8 " 24 EL : 20 ' - 4 1 / 2 " EL : 20 ' - 1 0 1 / 8 " EL : 20 ' - 4 " 7 1/2"3'-2 7/8"2'-5 7/8"8'-7 1/4"2'-5 7/8"3'-2 7/8"7 1/2" 7 1 / 2 " 7' - 1 5 / 8 " 2' - 5 7 / 8 " 16 ' - 4 3 / 8 " 2' - 5 7 / 8 " 7' - 1 5 / 8 " 7 1 / 2 " 1'-6 3/4"8 1/4"5'-11 3/4"2'-5 1/8"2'-5 1/8"5'-11 3/4"8 3/8" 4' - 2 1 / 4 " 8' - 5 1 / 8 " 5' - 9 3 / 4 " 5' - 9 3 / 4 " 8' - 5 1 / 8 " 12'-5" 2'-10"3'-4 1/2"3'-4 1/2" 3' - 4 1 / 2 " 1' - 8 1 / 4 " 2 3 4 5 A1 A3 AE 4 1 0 B3 AE 4 1 0 B2 4. 8 1. 7 4. 9 AE 5 4 0 C4 AE 5 4 6 B5 AE 4 1 0 EN T R Y 10 1 VE S T I B U L E 10 0 AE 5 4 0 C2 AE 4 1 1 D3 D4 D1 D2 EQEQ 14 ' - 0 " LE V E L 1 10 0 ' - 0 " 5 3 5 5 4 224 1 1 17 1 5 5 3 11 1 7 7 / 8 " EQ 6' - 7 1 / 2 " 6" 2' - 5 7 / 8 " 6" 3' - 9 " 11 " 6' - 0 1 / 2 " 11 " 3' - 9 " 6" 2' - 5 7 / 8 " 6" 6' - 7 5 / 8 " EQ 36 ' - 8 1 / 4 " 6'-4 5/8"1'-11"11'-0"9" 20'-0 5/8" 2 24 C2 AE 5 7 5 3' - 4 1 / 2 " B4 AE 5 7 0 D4 AE 5 7 0 E4 AE 5 7 5 AE 5 8 5 E1 2' - 2 " 1'-2" 1'-0" 1'-4"2'-0 1/2" 5' - 0 " D4 AE 5 5 1 LEVEL 1 100' - 0" 5 B4 AE 5 7 0 D4 AE 5 7 0 D4 . AE 5 7 0 AE 5 8 5 E1 3 3 5 55 4 22 11 11 17 1 5 5 1 A4 AE 5 7 0 1'-0" 1'-0" 34 34 EQ 6' - 7 5 / 8 " 6" 2' - 5 7 / 8 " 6" 3' - 9 " 11 " 6' - 0 1 / 2 " 11 " 3' - 9 " 6" 2' - 5 7 / 8 " 6" 6' - 7 1 / 2 " EQ 7 7 / 8 " 36 ' - 8 1 / 4 " 6'-4 5/8"1'-11"11'-9"20'-0 5/8" 34 C2 AE 5 7 5 3' - 4 1 / 2 " E4 AE575 E4 AE575 1'-4"2'-0 1/2" 5' - 0 " D4 AE 5 5 1 2' - 2 " 1'-2"1'-4 1/2" LEVEL 1 100' - 0" 9 9 9 9 10 3 3 41 111 21 ' - 1 3 / 4 " 20'-4" EQ2'-7 7/8"6 1/2"0" 2' - 5 7 / 8 " 8' - 7 1 / 4 " 2' - 5 7 / 8 " 6 1 / 2 " 2' - 7 7 / 8 " EQ AE 5 8 5 E1 LE V E L 1 10 0 ' - 0 " 221 3 4 3 5 111 AE 5 4 2 C3 20'-4" EQ 2' - 7 7 / 8 " 6 1 / 2 " 2' - 5 7 / 8 " 8' - 7 1 / 4 " 2' - 5 7 / 8 " 6 1 / 2 " 2' - 7 7 / 8 " EQ 21 ' - 1 3 / 4 " 8 11 24 D4 AE 5 7 0 AE 5 8 5 E1 SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 2:33:38 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 \\psf\Home\Documents\A12_2011507_LDS Church Indianapolis Temple_Benh.rvt ENTRY 101 CEILING, FLOOR & ELEVATIONS AE410Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012BHDF/CN/KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 4 " = 1 ' - 0 " B1 EN T R Y 1 0 1 R E F L E C T E D C E I L I N G P L A N SC A L E : 1 / 4 " = 1 ' - 0 " C1 EN T R Y 1 0 1 E N L A R G E D F L O O R P L A N SC A L E : 1 / 4 " = 1 ' - 0 " A1 EN T R Y 1 0 1 N O R T H E L E V A T I O N SC A L E : 1 / 4 " = 1 ' - 0 " A3 EN T R Y 1 0 1 S O U T H E L E V A T I O N SC A L E : 1 / 4 " = 1 ' - 0 " B3 VE S T I B U L E 1 0 0 E A S T E L E V A T I O N SC A L E : 1 / 4 " = 1 ' - 0 " B2 EN T R Y 1 0 1 W E S T E L E V A T I O N 1PAINTED MILLWORK/PANELING 2PAINTED GYP BOARD 3STONE PILASTER 4STONE BASE AS PER SCHEDULE 5NATURAL FINISH MILLWORK/PANELING 6NATURAL FINISH CASEWORK 7PAINTED CASEWORK 8WOOD AND BRONZE GRILLE 9WINDOW AS PER SCHEDULE 10DOOR AS PER SCHEDULE 11LIGHT FIXTURE AS PER SCHEDULE 12TV INSIDE CABINET, WITH POCKET DOORS 13STONE COLUMN 14LOCKERS 15PAINTED MURAL BY OWNER 16PROJECTION SURFACE 17AIR RETURN GRILLE 18DRINKING FOUNTAIN 19EXIT SIGN 20BAS RELIEF PANEL, OWNER SUPPLIED CONTRACTOR INSTALLED 21WALL COVERING 22ACOUSTICAL PLASTER 23COAT ROD WITH HANGERS, SEE SPEC 24DECORATIVE PAINT PATTERN 25PORCELAIN TILE, SEE SCHEDULE 26PORCELAIN TILE CHAIR RAIL, SEE SCHEDULE 27COVED TILE BASE, SEE SCHEDULE 28GRANITE COUNTERTOP 29LOCKABLE CABINET/DRAWERS 31SAFE BOLTED TO FIXED SHELF OR COUNTERTOP 32MIRROR WITH GRANITE FRAME, SEE DETAIL 33LINE OF AUSTRIAN DRAPE, PROVIDE BLOCKING IN WALL AT TOP AND BASE 34LINE OF MILLWORK SCREEN, SEE DETAILS 35MIRROR/ARTWORK, NIC. PROVIDE CONTINUOUS PLYWOOD BLOCKING IN WALL. SEE DETAIL 36KEYBOARD TRAY 37CLOTHING RETURN CABINET. PROVIDE 8" RIMMED HOLE IN COUNTERTOP, CENTERED IN CABINET.38STONE TOE KICK 39MICROWAVE 40REFRIGERATOR 41SOLID SURFACE COUNTERTOP 42UNDER CABINET LIGHT 43STONE TILE 44MARKERBOARD 45LAMINATE CABINETS 46MARKERBOARD CABINET 48ROLL OUT TRAYS AT INTERIOR 49GFRG, PAINTED 50WOOD LOCKER, EACH TO HAVE LOCK AND KEY WITH LOCKER #PAIRED W/ KEY 51ADJ METAL SHELVING 52NATURAL FINISH MILLWORK/PANELING - DIAMOND MATCHED 53DECORATIVE PLASTER ROSETTEKEYNOTES: LE V E L 1 10 0 ' - 0 " 5 55 8 5 4 12 ' - 3 1 / 2 " AE 5 4 2 C3 9"11'-0"1'-11"6'-4 5/8" 4 1 / 2 " 1' - 1 1 / 8 " 3 1 / 2 " 4 1 / 2 " 1' - 1 1 / 8 " 3 1 / 2 " 20'-0 5/8" C2 AE 5 7 5 E4 AE 5 7 5 E4 AE 5 7 5 LE V E L 1 10 0 ' - 0 " 52 525 4 6'-4 5/8"1'-11"11'-0"9" 20'-0 5/8" 3' - 3 " 3 1 / 2 " 3 1 / 2 " C2 AE 5 7 5 E4 AE 5 7 5 E4 AE 5 7 5 2' - 2 " 1'-2"1'-4 1/2" D2 AE 5 0 2 LE V E L 1 10 0 ' - 0 " 52 52 5 4 5A3 AE 5 7 0 6'-4 5/8"1'-11"11'-0"9" 20'-0 5/8" 3 1 / 2 " 2' - 2 1 / 8 " 3 1 / 2 " 1" 3 1 / 2 " 6' - 0 5 / 8 " 3 1 / 2 " 1" 3 1 / 2 " 2' - 2 1 / 8 " 3 1 / 2 " C2 AE 5 7 5 E4 AE 5 7 5 E4 AE 5 7 5 52 52 52 LE V E L 1 10 0 ' - 0 " 52 525 46'-4 5/8"1'-11"11'-0"9" 3 1 / 2 " 3' - 3 " 3 1 / 2 " 20'-0 5/8" C2 AE 5 7 5 E4 AE 5 7 5 E4 AE 5 7 5 1'-2"1'-4 1/2" 2' - 2 " D5 AE 5 3 7 LE V E L 1 10 0 ' - 0 " 1 1 4 2 C5 AE 5 7 5 A5 AE 5 7 0 9"5"10'-2"5"11" EQ 4' - 7 1 / 2 " EQ 5' - 7 1 / 2 " 12'-8" A3 AE 5 6 7 3' - 0 " 1'-9"2'-3"D4 AE 5 5 1 LE V E L 1 10 0 ' - 0 " 1 1 42 10 5 C5 AE 5 7 5 11"5"10'-2"5"9" 7' - 8 5 / 8 " 12'-8" EQ 9 1 / 4 " 6" 4' - 2 " 6" 9 1 / 4 " EQ A5 AE 5 7 0 A3 AE 5 6 7 LE V E L 1 10 0 ' - 0 " 1 1 4 2 11"11'-0"9" 5' - 7 7 / 8 " EQ 4' - 8 1 / 2 " EQ 12'-8" A5 AE 5 7 0 C5 AE 5 7 5 A3 AE 5 6 7 LE V E L 1 10 0 ' - 0 " 11 425 12'-8" 8'-8"4 5/8"2'-3 3/8" 5" 11" EQ 4' - 8 1 / 8 " EQ 6' - 0 3 / 8 " C5 AE 5 7 5 A3 AE 5 6 7 LE V E L 1 10 0 ' - 0 " 11 42 10 5 11"5"10'-2"5"9" EQ 9 1 / 4 " 6" 4' - 2 " 6" 9 1 / 4 " EQ 7' - 8 5 / 8 " 12'-8" A5 AE 5 7 0 C5 AE 5 7 5 A3 AE 5 6 7 LE V E L 1 10 0 ' - 0 " 1 1 4 2 C5 AE 5 7 5 A5 AE 5 7 0 11"5"10'-2"5"9" EQ 5' - 0 1 / 8 " EQ 12'-8" 6' - 0 1 / 8 " 17 A3 AE 5 6 7 3' - 0 " 4 7 / 8 " 2'-3"1'-9" D4 AE 5 5 1 LE V E L 1 10 0 ' - 0 " 1 9" 5" 1'-9" 5" 8'-4 1/2" 5" 4241 24 12'-1 1/2" 7' - 1 0 " 3' - 9 1 / 8 " 5" B1 AE 5 6 7 B4 AE 5 6 7 C5 AE 5 7 5 A5 AE 5 7 5 LE V E L 1 10 0 ' - 0 " 1 A5 AE 5 7 5 5"8'-4 1/2"5"1'-9"5"9" C5 AE 5 7 5 5" 3' - 9 1 / 8 " 6" 4 1 / 2 " 6' - 2 " 4 5 / 8 " 5" 12'-1 1/2" B4 AE 5 6 7 B1 AE 5 6 7 LE V E L 1 10 0 ' - 0 " 2' - 6 " 1' - 6 " 3'-6"2'-4"2'-10" 2' - 0 " 2' - 0 " 2' - 0 " 2' - 0 " 416 29 31 42 A4 AE 6 0 8 LE V E L 1 10 0 ' - 0 " 3'-6"2'-4"2'-10" 1' - 2 " 2' - 0 " 416 29 442 2 A4 AE 6 0 8 SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 2:33:55 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 \\psf\Home\Documents\A12_2011507_LDS Church Indianapolis Temple_Benh.rvt INTERIOR ELEVATIONS AE411Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 4 " = 1 ' - 0 " D1 EN T R Y 1 0 1 P O R T A L E A S T SC A L E : 1 / 4 " = 1 ' - 0 " D2 EN T R Y 1 0 1 P O R T A L N O R T H SC A L E : 1 / 4 " = 1 ' - 0 " D3 EN T R Y 1 0 1 P O R T A L W E S T SC A L E : 1 / 4 " = 1 ' - 0 " D4 EN T R Y 1 0 1 P O R T A L S O U T H SC A L E : 1 / 4 " = 1 ' - 0 " C1 HA L L 1 0 3 E A S T E L E V SC A L E : 1 / 4 " = 1 ' - 0 " C2 HA L L 1 0 3 S O U T H E L E V SC A L E : 1 / 4 " = 1 ' - 0 " C3 HA L L 1 0 3 W E S T E L E V SC A L E : 1 / 4 " = 1 ' - 0 " B1 HA L L 1 0 4 E A S T SC A L E : 1 / 4 " = 1 ' - 0 " B2 HA L L 1 0 4 N O R T H SC A L E : 1 / 4 " = 1 ' - 0 " B3 HA L L 1 0 4 W E S T E L E V SC A L E : 1 / 4 " = 1 ' - 0 " A1 HA L L 1 5 1 - L O B B Y V E S T I B U L E 1 SC A L E : 1 / 4 " = 1 ' - 0 " A2 HA L L 1 5 1 - L O B B Y V E S T I B U L E 2 1PAINTED MILLWORK/PANELING 2PAINTED GYP BOARD 3STONE PILASTER 4STONE BASE AS PER SCHEDULE 5NATURAL FINISH MILLWORK/PANELING 6NATURAL FINISH CASEWORK 7PAINTED CASEWORK 8WOOD AND BRONZE GRILLE 9WINDOW AS PER SCHEDULE 10DOOR AS PER SCHEDULE 11LIGHT FIXTURE AS PER SCHEDULE 12TV INSIDE CABINET, WITH POCKET DOORS 13STONE COLUMN 14LOCKERS 15PAINTED MURAL BY OWNER 16PROJECTION SURFACE 17AIR RETURN GRILLE 18DRINKING FOUNTAIN 19EXIT SIGN 20BAS RELIEF PANEL, OWNER SUPPLIED CONTRACTOR INSTALLED 21WALL COVERING 22ACOUSTICAL PLASTER 23COAT ROD WITH HANGERS, SEE SPEC 24DECORATIVE PAINT PATTERN 25PORCELAIN TILE, SEE SCHEDULE 26PORCELAIN TILE CHAIR RAIL, SEE SCHEDULE 27COVED TILE BASE, SEE SCHEDULE 28GRANITE COUNTERTOP 29LOCKABLE CABINET/DRAWERS 31SAFE BOLTED TO FIXED SHELF OR COUNTERTOP 32MIRROR WITH GRANITE FRAME, SEE DETAIL 33LINE OF AUSTRIAN DRAPE, PROVIDE BLOCKING IN WALL AT TOP AND BASE 34LINE OF MILLWORK SCREEN, SEE DETAILS 35MIRROR/ARTWORK, NIC. PROVIDE CONTINUOUS PLYWOOD BLOCKING IN WALL. SEE DETAIL 36KEYBOARD TRAY 37CLOTHING RETURN CABINET. PROVIDE 8" RIMMED HOLE IN COUNTERTOP, CENTERED IN CABINET.38STONE TOE KICK 39MICROWAVE 40REFRIGERATOR 41SOLID SURFACE COUNTERTOP 42UNDER CABINET LIGHT 43STONE TILE 44MARKERBOARD 45LAMINATE CABINETS 46MARKERBOARD CABINET 48ROLL OUT TRAYS AT INTERIOR 49GFRG, PAINTED 50WOOD LOCKER, EACH TO HAVE LOCK AND KEY WITH LOCKER #PAIRED W/ KEY 51ADJ METAL SHELVING 52NATURAL FINISH MILLWORK/PANELING - DIAMOND MATCHED 53DECORATIVE PLASTER ROSETTE SC A L E : 1 / 4 " = 1 ' - 0 " A3 AU D I O V I S U A L 1 4 1 A S O U T H SC A L E : 1 / 4 " = 1 ' - 0 " A4 AU D I O V I S U A L 1 4 1 A W E S T KEYNOTES:X EL : 10 ' - 6 " EL : 13 ' - 0 " EL : 10 ' - 6 " EL : 13 ' - 0 " E4 AE 5 6 8 24 24 EL : 17 ' - 8 1 / 2 " EL : 17 ' - 8 1 / 2 " EL : 17 ' - 7 " 2' - 6 1 / 2 " 3' - 2 1/2" 1' - 2"4' - 7 1 / 2 " 5' - 6 " 5' - 6 " 4' - 7 1 / 2 " 1' - 5 " 4' - 7 1/2"1' - 5 1/2"4' - 9 1/2"4' - 9 1/2"1' - 5 1/2"4' - 7 1/2" 2' - 5 1 / 4 " 2' - 5 1 / 4 " 1' - 9 " 4' - 2 5 / 8 " 3' - 7 3 / 4 " 3' - 5 3 / 4 " 2' - 1 0 1 / 2 " 2' - 1 0 1 / 2 " 2' - 6 1 / 2 " 3'-0 1/4"1'-0" 7" 1'-7 7/8" 11" 18'-3" 11" 1'-7 7/8" 7" FA C T O R Y F O R M E D C O R N E R S 1' - 3 " 1' - 6 " 1' - 6" 1' - 8 " 11 " 16 ' - 9 " 11 " 1' - 8 " 7" E2 AE 5 6 8 3 4 AE 4 1 2 B1 B2 B3 A1 AE 4 1 2 A4 KG AE 4 1 2 A2 4. 8 H A3 A5 CO A T S 10 1 A WA I T I N G 10 2 LE V E L 1 10 0 ' - 0 " 2 1 5 11 EQ 1' - 7 7 / 8 " 11 " 5' - 8 7 / 8 " 11 " 4' - 1 1 1 / 8 " 11 " 5' - 8 7 / 8 " 11 " 1' - 7 7 / 8 " EQ 5"12'-3"5"2'-7"9" 24 ' - 4 3 / 4 " 1 A3 AE 5 7 5 16'-5" 4 11 A1 AE 5 6 7 C5 AE 5 7 5 B4 AE 5 7 0 LE V E L 1 10 0 ' - 0 " 2 1 1 5 5 11 EQ 1' - 7 7 / 8 " 11 " 4' - 9 " 11 " 5' - 5 1 / 8 " 11 " 4' - 9 " 11 " 1' - 7 7 / 8 " EQ 22 ' - 1 0 7 / 8 " B4 AE 5 7 0 11 5"12'-3"5"2'-7"9" 4 16'-5" 5" 17 A3 AE 5 7 5 A1 AE 5 6 7 C5 AE 5 7 5 LE V E L 1 10 0 ' - 0 " 2 5 1 5 9 52 A1 AE 5 6 7 1 11 EQ 1' - 7 7 / 8 " 11 " 5' - 9 " 6' - 9 1 / 8 " 5' - 9 " 11 " 1' - 7 7 / 8 " EQ 24 ' - 4 3 / 4 " 9"2'-7"5"12'-3"5" 11 4 16'-5" A3 AE 5 7 5 B4 AE 5 7 0 C5 AE 5 7 5 LE V E L 1 10 0 ' - 0 " 2 1 1 5 5 11 EQ 1' - 7 7 / 8 " 11 " 5' - 1 " 11 " 4' - 9 " 11 " 5' - 1 " 11 " 1' - 7 7 / 8 " EQ 22 ' - 1 0 3 / 4 " 5"12'-3"5"2'-7"9" 16'-5" 4 11 17 17 A3 AE 5 7 5 B4 AE 5 7 0 C5 AE 5 7 5 A1 AE 5 6 7 LE V E L 1 10 0 ' - 0 " 1 43 418 6" 3' - 1 0 1 / 4 " 6" 11"5"10'-6"5"9" W1 1 D5 AE 5 7 5 1 LE V E L 1 10 0 ' - 0 " 2 10 5 9"5"10'-6"5"11" 1 4 6" 11 " 6" 3' - 1 0 7 / 8 " 6" A5 AE 5 7 0 C5 AE 5 7 5 A3 AE 5 6 7 LEVEL 1 100' - 0"2 1056"11"6"3' - 11"6"9"5"10' - 6"5"11"411A5AE570A3AE567C5AE575 LE V E L 1 10 0 ' - 0 " 1 1 1 4 5 4 6 21 21 23 A3 AE 5 9 1 A3 AE 5 9 1 21 6 410 1/2"9'-7 1/2" 10'-6" 11"12'-1" A5 AE 5 6 7 A2 AE 5 6 7 SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 2:57:36 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 \\psf\Home\Documents\A12_2011507_LDS Church Indianapolis Temple_Benh.rvt WAITING 102 CEILING, FLOOR & ELEVATIONS AE412Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012BHDF/CN/KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 4 " = 1 ' - 0 " D2 WA I T I N G 1 R E F L E C T E D C E I L I N G P L A N SC A L E : 1 / 4 " = 1 ' - 0 " D1 WA I T I N G 1 E N L A R G E D F L O O R P L A N SC A L E : 1 / 4 " = 1 ' - 0 " B1 WA I T I N G 1 0 2 W E S T E L E V A T I O N SC A L E : 1 / 4 " = 1 ' - 0 " B2 WA I T I N G 1 0 2 N O R T H E L E V A T I O N SC A L E : 1 / 4 " = 1 ' - 0 " B3 WA I T I N G 1 0 2 E A S T E L E V A T I O N SC A L E : 1 / 4 " = 1 ' - 0 " A1 WA I T I N G 1 0 2 S O U T H E L E V A T I O N SC A L E : 1 / 4 " = 1 ' - 0 " A4 RE S T R O O M V E S T . 1 0 2 S O U T H SC A L E : 1 / 4 " = 1 ' - 0 " A3 RE S T R O O M V E S T . 1 0 2 E A S T SCALE: 1/4" = 1'-0"A5RESTROOM VEST. 102 WEST1PAINTED MILLWORK/PANELING 2PAINTED GYP BOARD 3STONE PILASTER 4STONE BASE AS PER SCHEDULE 5NATURAL FINISH MILLWORK/PANELING 6NATURAL FINISH CASEWORK 7PAINTED CASEWORK 8WOOD AND BRONZE GRILLE 9WINDOW AS PER SCHEDULE 10DOOR AS PER SCHEDULE 11LIGHT FIXTURE AS PER SCHEDULE 12TV INSIDE CABINET, WITH POCKET DOORS 13STONE COLUMN 14LOCKERS 15PAINTED MURAL BY OWNER 16PROJECTION SURFACE 17AIR RETURN GRILLE 18DRINKING FOUNTAIN 19EXIT SIGN 20BAS RELIEF PANEL, OWNER SUPPLIED CONTRACTOR INSTALLED 21WALL COVERING 22ACOUSTICAL PLASTER 23COAT ROD WITH HANGERS, SEE SPEC 24DECORATIVE PAINT PATTERN 25PORCELAIN TILE, SEE SCHEDULE 26PORCELAIN TILE CHAIR RAIL, SEE SCHEDULE 27COVED TILE BASE, SEE SCHEDULE 28GRANITE COUNTERTOP 29LOCKABLE CABINET/DRAWERS 31SAFE BOLTED TO FIXED SHELF OR COUNTERTOP 32MIRROR WITH GRANITE FRAME, SEE DETAIL 33LINE OF AUSTRIAN DRAPE, PROVIDE BLOCKING IN WALL AT TOP AND BASE 34LINE OF MILLWORK SCREEN, SEE DETAILS 35MIRROR/ARTWORK, NIC. PROVIDE CONTINUOUS PLYWOOD BLOCKING IN WALL. SEE DETAIL 36KEYBOARD TRAY 37CLOTHING RETURN CABINET. PROVIDE 8" RIMMED HOLE IN COUNTERTOP, CENTERED IN CABINET.38STONE TOE KICK 39MICROWAVE 40REFRIGERATOR 41SOLID SURFACE COUNTERTOP 42UNDER CABINET LIGHT 43STONE TILE 44MARKERBOARD 45LAMINATE CABINETS 46MARKERBOARD CABINET 48ROLL OUT TRAYS AT INTERIOR 49GFRG, PAINTED 50WOOD LOCKER, EACH TO HAVE LOCK AND KEY WITH LOCKER #PAIRED W/ KEY 51ADJ METAL SHELVING 52NATURAL FINISH MILLWORK/PANELING - DIAMOND MATCHED 53DECORATIVE PLASTER ROSETTE SC A L E : 1 / 4 " = 1 ' - 0 " A2 SH O E & C O A T S E L E V A T I O N KEYNOTES:X LEVEL 1 100' - 0"1 3 3 2 1 A2 AE 5 6 8 C1 AE568 5"1'-4"5" EQ1'-6 1/2"7" 4' - 1 3 / 8 " 7" 1' - 6 1 / 2 " EQ 9' - 6 3 / 8 " 24 1 2 4242'-2"5"10'-6 3/8"5"9" AE 5 8 5 E2 B5 AE 5 6 7 6' - 11 1/2" A5 AE570C5AE575 LE V E L 1 10 0 ' - 0 " 7 6 1 1 5 4 2 5 5 5 2 1 1 2 1 3 3 13 11 A5 AE 5 7 0 EQ 1' - 6 1 / 2 " 7" 4' - 2 3 / 4 " 7" 1' - 6 1 / 2 " EQ 9' - 7 3 / 4 " 24 11 2'-10"5"10'-6 1/2"5"9" EQ 4' - 2 " 11 7 / 8 " 4' - 2 " EQ 11 ' - 0 3 / 4 " 7 1 / 2 " 7' - 6 3 / 8 " 6 1 / 8 " 4' - 8 " 6 1 / 8 " 4' - 7 1 / 4 " 6 1 / 2 " 4' - 7 1 / 4 " 6 1 / 2 " 7' - 8 3 / 8 " 5 5 / 8 " 7 1 / 2 " 8' - 4 1 / 2 " 6 1 / 2 " 4' - 7 1 / 4 " 6 1 / 2 " 4' - 7 1 / 4 " 6 1 / 8 " 4' - 8 " 6 1 / 8 " 7' - 6 3 / 8 " 7 1 / 2 " 8 3/4"1'-4"5" B5 AE 5 6 7 6' - 11 1/2" 5" 5" 5" 5" B1 AE 5 6 7 C5 AE 5 7 5 AE 5 8 5 E2 11 1/2" TYP 11 1/2" TYP LE V E L 1 10 0 ' - 0 " AE 5 8 5 E2 1 1 10 4 5 2 11 2 1 3 3 13 4 5 5 / 8 " 7' - 8 3 / 8 " 6 1 / 2 " 4' - 7 1 / 4 " 6 1 / 2 " 4' - 7 1 / 4 " 6 1 / 2 " 4' - 7 1 / 4 " 6 1 / 2 " 7' - 6 3 / 8 " 7 1 / 2 " 2'-10"5"10'-6 1/2"5"9" C2 AE 5 6 8 11 A5 AE 5 7 0 7 1 / 2 " 7' - 6 3 / 8 " 6 1 / 2 " 4' - 7 1 / 4 " 6 1 / 2 " 4' - 7 1 / 4 " 6 1 / 2 " 4' - 7 1 / 4 " 6 1 / 2 " 8' - 4 1 / 2 " 7 1 / 2 " 32 ' - 4 7 / 8 " A2 AE 5 8 5 24 24 24 7 1 / 2 " 9' - 9 3 / 4 " 7 1 / 2 " 5 3/4"1'-4"8 3/4" EQ 1' - 6 1 / 2 " 7" 4' - 2 3 / 4 " 7" 1' - 6 1 / 2 " EQ 9' - 7 3 / 4 " 35 31 ' - 1 0 3 / 4 " A5 AE 5 7 0 C5 AE 5 7 5 B1 AE 5 6 7 5" 6' - 11 1/2" B5 AE 5 6 7 11 1/2" TYP LEVEL 1 100' - 0" 2 3 4 3 2 1 AE568C2 24 9"5"10'-6 1/2"5"2'-2" 6" 1' - 4 " 5" 9' - 6 3 / 8 " EQ1'-6 1/2" 7" 4' - 1 3 / 8 " 7" 1' - 6 1 / 2 " EQ 8 3/4" 1'-4"5 1/8" A5 AE 5 7 0 C5 AE 5 7 5 C1 AE568 A2 AE568 B5 AE 5 6 7 AE585E2 11 1/2" AE 4 1 3 B2 B1 A2 A1 AE 4 1 3 C2 7 6 AE 4 1 3 D2 HA L L 14 0 AE 5 8 5 A4 4 1 3 13 A1 AE 5 6 8 241 2'-10"11'-4 1/2"9" AE 5 8 5 E3 1' - 2 1 / 4 " 2' - 1 5 / 8 " 7' - 4 3 / 8 " 2'-1 5/8"1'-2 1/4"LEVEL 1 100' - 0" 2 4 11 5 9"5"10'-6 3/8"5"2'-10" EQ 2' - 3 1 / 2 " 8' - 3 " 2'-3 1/2"EQ 24 11 1/2" TYP A5 AE570C5AE575B1AE567 7 6 EL : 14 ' - 3 1 / 2 " EL : 15 ' - 3 " EL : 15 ' - 3 " EL : 15 ' - 3 " A2 AE 5 6 8 C1 AE 5 6 8 C2 AE 5 6 8 C4 AE 5 6 8 E5 AE 5 6 8 CL CL CL CL 1' - 8 1 / 2 " 13 ' - 8 3 / 4 " 13 ' - 8 3 / 4 " 1' - 8 1 / 2 " 24 24 24 2' - 1 3 / 8 " 7' - 2 7 / 8 " 15 ' - 5 1 / 4 " 8' - 6 1 / 8 " 2' - 7 5 / 8 " 11 ' - 2 3 / 4 " 2' - 7 5 / 8 " 8' - 6 1 / 8 " 15 ' - 5 1 / 4 " 8' - 6 3 / 8 " 11 1 / 2 " 3' - 0 " 11 1 / 2 " 1' - 2 1 / 2 " 2' - 2 " 3' - 8 1 / 2 " 3' - 8 1 / 2 " 3' - 8 1 / 2 " 2' - 2 " 1' - 2 1 / 2 " 11 1 / 2 " 2' - 8 " 11 1 / 2 " EQ EQ EQ EQ EQ EQ 3' - 5 1/2"3' - 6 1/2"3' - 6 1/2" 11 1 / 2 " 3' - 6 " 11 1 / 2 " 1' - 2 1 / 2 " 2' - 2 " 3' - 8 1 / 2 " 3' - 8 1 / 2 " 3' - 8 1 / 2 " 2' - 2 " 1' - 2 1 / 2 " 11 1 / 2 " 2' - 8 " 11 1 / 2 " 3' - 5 1/2"3' - 6 1/2"3' - 6 1/2" 1'-0"1'-0" EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ 5 1 / 2 " 5 1 / 2 " 5 1 / 2 " 5 1 / 2 " 5 1/2" 5 1/2" 2' - 0 1 / 2 " 3'-11 1/2" 3'-6 1/2" 1' - 7 1 / 2 " 3' - 0 1 / 2 " 5' - 2 " 3' - 0 1 / 2 " 1' - 2" EL : 15 ' - 3 " EL : 15 ' - 3 " EL : 15 ' - 3 " EL : 14 ' - 1 1 1 / 2 " EL : 18 ' - 8 1 / 2 " EL : 12 ' - 1 0 " SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/10/2012 11:17:02 AM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt GRAND HALL AE413Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012BHDF/CN/KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 4 " = 1 ' - 0 " B2 HA L L 1 4 0 W E S T E L E V A T I O N SC A L E : 1 / 4 " = 1 ' - 0 " B1 WA I T I N G 1 4 0 N O R T H E L E V A T I O N SC A L E : 1 / 4 " = 1 ' - 0 " A1 GR A N D H A L L S O U T H E L E V A T I O N SC A L E : 1 / 4 " = 1 ' - 0 " A2 HA L L 1 4 0 E A S T E L E V A T I O N SC A L E : 1 / 4 " = 1 ' - 0 " E2 HA L L 1 4 0 E N L A R G E D F L O O R P L A N SC A L E : 1 / 4 " = 1 ' - 0 " D2 HA L L 1 4 0 - W E S T P O R T A L SC A L E : 1 / 4 " = 1 ' - 0 " C2 HA L L 1 4 0 - E A S T P O R T A L SC A L E : 1 / 4 " = 1 ' - 0 " C1 HA L L 1 4 0 R E F L E C T E D C E I L I N G P L A N 1PAINTED MILLWORK/PANELING 2PAINTED GYP BOARD 3STONE PILASTER 4STONE BASE AS PER SCHEDULE 5NATURAL FINISH MILLWORK/PANELING 6NATURAL FINISH CASEWORK 7PAINTED CASEWORK 8WOOD AND BRONZE GRILLE 9WINDOW AS PER SCHEDULE 10DOOR AS PER SCHEDULE 11LIGHT FIXTURE AS PER SCHEDULE 12TV INSIDE CABINET, WITH POCKET DOORS 13STONE COLUMN 14LOCKERS 15PAINTED MURAL BY OWNER 16PROJECTION SURFACE 17AIR RETURN GRILLE 18DRINKING FOUNTAIN 19EXIT SIGN 20BAS RELIEF PANEL, OWNER SUPPLIED CONTRACTOR INSTALLED 21WALL COVERING 22ACOUSTICAL PLASTER 23COAT ROD WITH HANGERS, SEE SPEC 24DECORATIVE PAINT PATTERN 25PORCELAIN TILE, SEE SCHEDULE 26PORCELAIN TILE CHAIR RAIL, SEE SCHEDULE 27COVED TILE BASE, SEE SCHEDULE 28GRANITE COUNTERTOP 29LOCKABLE CABINET/DRAWERS 31SAFE BOLTED TO FIXED SHELF OR COUNTERTOP 32MIRROR WITH GRANITE FRAME, SEE DETAIL 33LINE OF AUSTRIAN DRAPE, PROVIDE BLOCKING IN WALL AT TOP AND BASE 34LINE OF MILLWORK SCREEN, SEE DETAILS 35MIRROR/ARTWORK, NIC. PROVIDE CONTINUOUS PLYWOOD BLOCKING IN WALL. SEE DETAIL 36KEYBOARD TRAY 37CLOTHING RETURN CABINET. PROVIDE 8" RIMMED HOLE IN COUNTERTOP, CENTERED IN CABINET.38STONE TOE KICK 39MICROWAVE 40REFRIGERATOR 41SOLID SURFACE COUNTERTOP 42UNDER CABINET LIGHT 43STONE TILE 44MARKERBOARD 45LAMINATE CABINETS 46MARKERBOARD CABINET 48ROLL OUT TRAYS AT INTERIOR 49GFRG, PAINTED 50WOOD LOCKER, EACH TO HAVE LOCK AND KEY WITH LOCKER #PAIRED W/ KEY 51ADJ METAL SHELVING 52NATURAL FINISH MILLWORK/PANELING - DIAMOND MATCHED 53DECORATIVE PLASTER ROSETTEKEYNOTES:3SEPT 10, 2012ADDENDUM 3 3 LE V E L 1 10 0 ' - 0 " 4 5 9 9 9 4 1 10 10 11 5 2'-10"11'-4 1/2"9" 7' - 1 1 / 4 " 4 1 2'-10"11'-4 1/2"9" 7' - 1 1 / 4 " EQ 4' - 9 1 / 4 " 1' - 0 1 / 2 " 4' - 9 1 / 4 " 1' - 0 1 / 2 " 4' - 9 1 / 4 " EQ 18 ' - 8 " 1'-0 1/4"20'-1 5/8" 24 24 B1 AE 5 6 7 B1 AE 5 6 7 D3 AE 5 5 0 C1 AE 5 7 0 1 LE V E L 1 10 0 ' - 0 " AE 5 8 5 E3 2 24 4 1 2 1 4 1 13 1 24 21 4 B5 AE 5 6 7 A5 AE 5 7 5 5" 1'-9"5"8'-4 1/2"5"2'-10"9" 7' - 1 1 / 8 " EQ 6' - 0 " EQ 18 ' - 8 " EQ 1' - 9 5 / 8 " 6" 3' - 6 5 / 8 " 6" 4' - 1 1 1 / 4 " 6" 3' - 6 5 / 8 " 6" 1' - 9 5 / 8 " EQ EQ 6' - 0 " EQ 7' - 1 1 / 8 " 12'-10"2'-1 1/2"5" 13 B1 AE 5 6 7 C4 AE 5 7 0 A1 AE 5 6 8 SI M 3' - 6 1 / 4 " 2' - 1 5 / 8 " 7' - 4 3 / 8 " 2' - 1 5 / 8 " 3' - 7 1 / 4 " 20'-1 5/8"1'-0 1/4" 5" LEVEL 1 100' - 0"2 25 41C5AE575A5 AE575115"16'-4 5/8"5"1'-9"5"9"EQ2'-8"6 1/2"7'-3"6 1/2"2'-8"EQ14'-9"5"24C4AE570B5AE567LEVEL 1 100' - 0"2 25 41C5AE575A5 AE575119"5"1'-9"5"16'-4 5/8"5"EQ2'-8"6 1/2"7'-3"6 1/2"2'-8"EQ14'-9"5"24B5AE567C4AE570 8 FE AE 4 2 1 C3 AE 4 1 4 A E3 D3 G D4E4 9 HE. 2 8. 7 HA L L 15 1 AE 4 1 1 A2 A1 AE 4 1 1 A1 A2 AE 5 5 0 D3 EL : 21 ' - 6 1 / 2 " EL : 13 ' - 1 1 / 2 " EL : 13 ' - 1 1 / 2 " EL : 15 ' - 3 " EL : 15 ' - 3 " D1 AE 5 5 0 24 24 EL : 12 ' - 1 0 " EL : 12 ' - 1 0 " EL : 21 ' - 1 7 / 8 " 11 1 / 2 " 1' - 6 " 1' - 6 " 9 1 / 2 " 5' - 1 1 " 1' - 7 1 / 2 " 3'-7 1/2" 2' - 8"1' - 1"5' - 8"5' - 8"1' - 1" 2' - 1 1 1 / 4 " 4' - 5 1 / 2 " 4' - 5 1 / 2 " 1' - 6 " B3 AE 5 7 0 11 1/2" B3 AE 5 7 0 EL : 12 ' - 1 1 / 2 " 24 24 1' - 3"3' - 9"3' - 9"1' - 3" 1' - 3 " 2' - 8 " 2' - 8 " 1' - 3 " 2'-0" 1'-3" 1'-2" 1'-10 3/4"1'-10 3/4" 1'-4 1/2" 3'-11"3'-11" 1'-4 1/2" 1'-10 3/4"1'-10 3/4" 1'-2" 1'-3" 1' - 6 " EL : 13 ' - 1 1 / 2 " EL : 10 ' - 6 " EL : 10 ' - 6 " EL : 13 ' - 1 1 / 2 " EL : 12 ' - 1 0 " EL : 12 ' - 1 0 " 1'-3"1'-5" 1' - 1 1 / 2 " 1'-5"1'-3" 2' - 9 1 / 2 " 2' - 9 1 / 2 " 1' - 3 " B3 AE 5 7 0 B3 AE 5 7 0 8 K 9 8. 7 AE 4 1 4 A C3 A1 B3 A2 AE 4 1 4 A A4A3 HA L L 15 2 A PA S S T H R U 15 3 AE 4 2 4 B3 B4 LE V E L 1 10 0 ' - 0 " 2 1 2 5 11 4 4 1 1 10 C5 AE 5 7 5 A5 AE 5 7 5 9" 5" 1'-9" 5" 8'-4 1/2"5"8 1/2" 33 ' - 5 5 / 8 " 22 ' - 1 0 1 / 8 " EQ 1' - 0 3 / 4 " 6 1 / 2 " 4' - 2 " 6 1 / 2 " 4' - 3 " 6 1 / 2 " 4' - 3 " 6 1 / 2 " 4' - 3 " 6 1 / 2 " 1' - 0 3 / 4 " EQ 9' - 1 0 1 / 2 " EQ 4' - 1 1 / 2 " 6 1 / 2 " 4' - 1 1 / 2 " EQ 5" C4 AE 5 7 0 B4 AE 5 6 7 B3 AE 5 7 0 2' - 0 " 1'-6 1/2"1'-0" LE V E L 1 10 0 ' - 0 " 21 1 2 10 10 5 1 4 4 11 C5 AE 5 7 5 A5 AE 5 7 5 5"8'-4 1/2" 5" 1'-9" 5" 9" EQ 4' - 2 3 / 8 " 6 1 / 2 " 4' - 2 3 / 8 " EQ 22 ' - 1 0 1 / 8 " EQ 4' - 2 " 7 1 / 2 " 1' - 0 7 / 8 " EQ 6' - 1 0 3 / 8 " EQ 6' - 3 1 / 4 " EQ 7' - 3 1 / 4 " EQ 4' - 2 " 6 1 / 2 " 1' - 0 3 / 4 " EQ 6' - 1 0 1 / 4 " 9' - 1 0 1 / 2 " 5 C4 AE 5 7 0 B4 AE 5 6 7 5" LE V E L 1 10 0 ' - 0 " 5"8'-4 1/2"5"1'-9"5"9" 10 ' - 7 1 / 4 " 6 1 / 2 " 1' - 5 3 / 4 " 6 1 / 2 " 5" 4 5 / 8 " 6' - 2 " 4 5 / 8 " 5" 1 5 1 A5 AE 5 7 5 C5 AE 5 7 5 B4 AE 5 6 7 LE V E L 1 10 0 ' - 0 " 11 5" 8'-4 1/2" 5" 1'-9" 5" 9" 10 ' - 7 1 / 4 " 5" 4 5 / 8 " 6' - 2 " 4 5 / 8 " 5" 6 1 / 2 " 1' - 5 5 / 8 " 6 1 / 2 " 1 5 1 A5 AE 5 7 5 C5 AE 5 7 5 B4 AE 5 6 7 LEVEL 1 100' - 0" 5"8'-4 1/2" 5" 1'-9" 5" 9"EQ 4"6'-2"4"EQ7'-7 7/8"1 5 1 A5 AE575B4AE567LEVEL 1 100' - 0" 5" 1'-5 1/4"4 1/4" 6'-7" 5" 1'-9" 5" 9" EQ 5 1 / 2 " 5"5'-0 7/8"5"5 1/2"EQ7'-7 7/8"1 5 1C5AE575B4AE567 A5 AE575 SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 2:35:04 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 \\psf\Home\Documents\A12_2011507_LDS Church Indianapolis Temple_Benh.rvt GRAND HALL AE414AIndianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012BHDF/CN/KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 4 " = 1 ' - 0 " E3 HA L L 1 5 1 W E S T E L E V A T I O N SC A L E : 1 / 4 " = 1 ' - 0 " D3 HA L L 1 5 1 E A S T E L E V A T I O N SCALE: 1/4" = 1'-0"D4HALL 151 SOUTH ELEVATIONSCALE: 1/4" = 1'-0"E4HALL 151 NORTH ELEVATION SC A L E : 1 / 4 " = 1 ' - 0 " D1 HA L L 1 5 1 E N L A R G E D P L A N SC A L E : 1 / 4 " = 1 ' - 0 " D2 HA L L 1 5 1 R E F L E C T E D C E I L I N G P L A N SC A L E : 1 / 4 " = 1 ' - 0 " B2 HA L L 1 5 2 R E F L E C T E D C E I L I N G P L A N SC A L E : 1 / 4 " = 1 ' - 0 " B1 HA L L 1 5 2 E N L A R G E D F L O O R P L A N SC A L E : 1 / 4 " = 1 ' - 0 " C3 HA L L 1 5 2 E A S T E L E V A T I O N SC A L E : 1 / 4 " = 1 ' - 0 " B3 HA L L 1 5 2 W E S T E L E V A T I O N SC A L E : 1 / 4 " = 1 ' - 0 " A1 HA L L 1 5 2 - E L E V A T I O N SC A L E : 1 / 4 " = 1 ' - 0 " A2 HA L L 1 5 2 - E L E V A T I O N SC A L E : 1/4" = 1'-0" A3 HA L L 1 5 2 - E L E V A T I O N SC A L E : 1/4" = 1'-0" A4 HA L L 1 5 2 - E L E V A T I O N 1PAINTED MILLWORK/PANELING 2PAINTED GYP BOARD 3STONE PILASTER 4STONE BASE AS PER SCHEDULE 5NATURAL FINISH MILLWORK/PANELING 6NATURAL FINISH CASEWORK 7PAINTED CASEWORK 8WOOD AND BRONZE GRILLE 9WINDOW AS PER SCHEDULE 10DOOR AS PER SCHEDULE 11LIGHT FIXTURE AS PER SCHEDULE 12TV INSIDE CABINET, WITH POCKET DOORS 13STONE COLUMN 14LOCKERS 15PAINTED MURAL BY OWNER 16PROJECTION SURFACE 17AIR RETURN GRILLE 18DRINKING FOUNTAIN 19EXIT SIGN 20BAS RELIEF PANEL, OWNER SUPPLIED CONTRACTOR INSTALLED 21WALL COVERING 22ACOUSTICAL PLASTER 23COAT ROD WITH HANGERS, SEE SPEC 24DECORATIVE PAINT PATTERN 25PORCELAIN TILE, SEE SCHEDULE 26PORCELAIN TILE CHAIR RAIL, SEE SCHEDULE 27COVED TILE BASE, SEE SCHEDULE 28GRANITE COUNTERTOP 29LOCKABLE CABINET/DRAWERS 31SAFE BOLTED TO FIXED SHELF OR COUNTERTOP 32MIRROR WITH GRANITE FRAME, SEE DETAIL 33LINE OF AUSTRIAN DRAPE, PROVIDE BLOCKING IN WALL AT TOP AND BASE 34LINE OF MILLWORK SCREEN, SEE DETAILS 35MIRROR/ARTWORK, NIC. PROVIDE CONTINUOUS PLYWOOD BLOCKING IN WALL.SEE DETAIL 36KEYBOARD TRAY 37CLOTHING RETURN CABINET. PROVIDE 8"RIMMED HOLE IN COUNTERTOP, CENTERED IN CABINET.38STONE TOE KICKKEYNOTES: 8 E AE 4 1 4 B A2 A1 A4 A3 D 9 E. 2 8. 7 AE 4 1 4 B D3 B1 C3 B2 AE 4 1 4 B B3 B4 HA L L 14 2 A HA L L 14 2 C HA L L 14 2 B WO R K E R ST U D Y 14 4 VE S T I B U L E 14 9 B AE 4 1 4 B B4 B4 EL : 10 ' - 6 " EL : 12 ' - 1 1 / 2 " EL : 11 ' - 8 7 / 8 " EL : 13 ' - 1 1 / 2 " EL : 13 ' - 1 1 / 2 " EL : 13 ' - 1 1 / 2 " 24 24 1' - 2 1 / 2 " 3' - 0 " 3' - 0 " 2' - 8 1 / 4 " 2'-7 1/2"2'-7 1/2"2'-7 1/2"2'-7 1/2"3'-8 3/4" EQ EQ 3'-11 1/2" EQ EQ EL : 12 ' - 1 0 " EL : 12 ' - 1 0 " EL : 11 ' - 8 1 / 4 " EL : 12 ' - 1 0 " 24 2' - 4" 1' - 1 1/2" 4' - 1 1/2"4' - 1 1/2"4' - 1 1/2" 4' - 1 1/2" 1' - 1 1/2" 2' - 0" 2' - 0" EQ EQ 2' - 3 1/2"1' - 9"1' - 9"1' - 0"2' - 1" 1' - 7 1 / 2 " B3 AE 5 7 0 B3 AE 5 7 0 B3 AE 5 7 0 1'-3"1'-3" 1' - 3 " LEVEL 1 100' - 0" 2 1 10 1 4 4 1 10 10 5 5 5 C5 AE 5 7 5 11 A5 AE 5 7 5 9" 5" 1'-9" 5" 8'-4 1/2"5" 5' - 1 1 1 / 2 " EQ 4' - 1 1 1 / 2 " EQ 7' - 1 0 3 / 4 " EQ 6 3 / 4 " 6 1 / 2 " 4' - 7 " 6 1 / 2 " 6 3 / 4 " EQ 23 ' - 3 1 / 4 " EQ 2" 6 1 / 2 " 5' - 1 5 / 8 " 2" 6 1 / 2 " 9' - 4 3 / 8 " 6 1 / 2 " 2" 6 1 / 2 " 4' - 7 " 6 1/2"2"EQ C5 AE 5 7 5 B4 AE 5 6 7 1'-6 1/2"1'-0" 2' - 0 " D4 AE 5 5 1 LEVEL 1 100' - 0" 2 1 10 5 1 4 4 1 18 C5 AE 5 7 5 A5 AE 5 7 5 11 8 1/2"5"2'-3"5"5'-8 1/2"5"1'-9"5"9"W1143 23 ' - 3 1 / 4 " 7' - 8 3 / 4 " EQ 6' - 8 1 / 4 " EQ 6' - 9 5 / 8 " EQ 5' - 8 1 / 2 " EQ 5 7' - 1 0 3 / 4 " EQ 6 3 / 4 " 6 1 / 2 " 4' - 7 1 / 8 " 6 1 / 2 " 6 3 / 4 " EQ 5' - 1 1 1 / 2 " EQ 4' - 1 0 1 / 2 " EQ 5" D5 AE575 6' - 1 0 " EQ 2" 6 1 / 2 " 4' - 7 " 6 1 / 2 " 2" EQ B4 AE 5 6 7 C4 AE 5 7 0 LE V E L 1 10 0 ' - 0 " 8 1/2"5"8' - 4 1/2" 5" 1' - 9" 5" 9" A5 AE 5 7 5 1 5 111 3' - 2 1 / 8 " EQ 2' - 2 1 / 8 " EQ EQ 4 5 / 8 " 6' - 1 1 / 4 " 4 5 / 8 " C5 AE 5 7 5 B4 AE 5 6 7 LE V E L 1 10 0 ' - 0 " 1 5 1 8 1/2"5"8'-4 1/2"5"1'-9"5"9" 7' - 9 " 3' - 1 7 / 8 " EQ 4 5 / 8 " 6' - 1 1 / 4 " 4 5 / 8 " EQ EQ 2' - 1 1 / 8 " EQ B4 AE 5 6 7 A5 AE 5 7 5 C5 AE 5 7 5 LE V E L 1 10 0 ' - 0 " 6' - 9 " 8 1/2"5"8' - 4 1/2"5"2' - 2"9" 1 5 1 10 EQ 3" 5" 4' - 7 " 5" 3" EQ 5" C5 AE 5 7 5 B4 AE 5 6 7 19 LE V E L 1 10 0 ' - 0 " 11'-4 1/2"9" 1 5 1 6' - 9 " B4 AE 5 6 7 LE V E L 1 10 0 ' - 0 " 2 5 4 1 11"7'-9 1/4"2'-3"9" 4" 2' - 9 1 / 4 " 4" 4' - 2 " 4" 2' - 9 1 / 4 " 4" A4 AE 5 7 5 A4 AE 5 6 7 LE V E L 1 10 0 ' - 0 " 2 5 4 1 10 5 11"7'-9 1/4"2'-3"9" 4" 2' - 9 1 / 4 " 4" 4' - 2 " 4" 2' - 9 1 / 4 " 4" A4 AE 5 7 5 A4 AE 5 6 7 LE V E L 1 10 0 ' - 0 " 2 5 4 1 10 5 46 11"7'-9 1/4"2'-3"9" 4" 2' - 9 1 / 4 " 4" 7' - 6 3 / 4 " 4" 4' - 2 " 4" 1' - 4 5 / 8 " 4" A4 AE 5 7 5 A4 AE 5 6 7 3'-6" LEVEL 1 100' - 0" 2 5 4 1 A4 AE 5 6 7 A4 AE 5 7 5 4" 2' - 9 1 / 4 " 4" 5' - 2 " 4" 5' - 2 " 4" 2' - 9 1 / 4 " 4" 9"2'-3"7'-9 1/4"11" SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 2:35:22 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 \\psf\Home\Documents\A12_2011507_LDS Church Indianapolis Temple_Benh.rvt GRAND HALL AE414BIndianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012BHDF/CN/KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 4 " = 1 ' - 0 " C1 HA L L 1 4 2 E N L A R G E D F L O O R P L A N SC A L E : 1 / 4 " = 1 ' - 0 " C2 HA L L 1 4 2 R E F L E C T E D C E I L I N G P L A N SC A L E : 1 / 4 " = 1 ' - 0 " D3 HA L L 1 4 2 E A S T SC A L E : 1 / 4 " = 1 ' - 0 " C3 HA L L 1 4 2 W E S T SC A L E : 1 / 4 " = 1 ' - 0 " B1 HA L L 1 4 2 A - N O R T H SC A L E : 1 / 4 " = 1 ' - 0 " B2 HA L L 1 4 2 A - S O U T H SC A L E : 1 / 4 " = 1 ' - 0 " B3 HA L L 1 4 2 C - N O R T H SC A L E : 1 / 4 " = 1 ' - 0 " B4 HA L L 1 4 2 B - S O U T H SC A L E : 1 / 4 " = 1 ' - 0 " A1 WO R K E R S T U D Y 1 4 4 - N O R T H SC A L E : 1 / 4 " = 1 ' - 0 " A3 WO R K E R S T U D Y 1 4 4 - S O U T H SC A L E : 1 / 4 " = 1 ' - 0 " A2 WO R K E R S T U D Y 1 4 4 - W E S T SC A L E : 1 / 4 " = 1 ' - 0 " A4 WO R K E R S T U D Y 1 4 4 - E A S T 1PAINTED MILLWORK/PANELING 2PAINTED GYP BOARD 3STONE PILASTER 4STONE BASE AS PER SCHEDULE 5NATURAL FINISH MILLWORK/PANELING 6NATURAL FINISH CASEWORK 7PAINTED CASEWORK 8WOOD AND BRONZE GRILLE 9WINDOW AS PER SCHEDULE 10DOOR AS PER SCHEDULE 11LIGHT FIXTURE AS PER SCHEDULE 12TV INSIDE CABINET, WITH POCKET DOORS 13STONE COLUMN 14LOCKERS 15PAINTED MURAL BY OWNER 16PROJECTION SURFACE 17AIR RETURN GRILLE 18DRINKING FOUNTAIN 19EXIT SIGN 20BAS RELIEF PANEL, OWNER SUPPLIED CONTRACTOR INSTALLED 21WALL COVERING 22ACOUSTICAL PLASTER 23COAT ROD WITH HANGERS, SEE SPEC 24DECORATIVE PAINT PATTERN 25PORCELAIN TILE, SEE SCHEDULE 26PORCELAIN TILE CHAIR RAIL, SEE SCHEDULE 27COVED TILE BASE, SEE SCHEDULE 28GRANITE COUNTERTOP 29LOCKABLE CABINET/DRAWERS 31SAFE BOLTED TO FIXED SHELF OR COUNTERTOP 32MIRROR WITH GRANITE FRAME, SEE DETAIL 33LINE OF AUSTRIAN DRAPE, PROVIDE BLOCKING IN WALL AT TOP AND BASE 34LINE OF MILLWORK SCREEN, SEE DETAILS 35MIRROR/ARTWORK, NIC. PROVIDE CONTINUOUS PLYWOOD BLOCKING IN WALL. SEE DETAIL 36KEYBOARD TRAY 37CLOTHING RETURN CABINET. PROVIDE 8" RIMMED HOLE IN COUNTERTOP, CENTERED IN CABINET.38STONE TOE KICK 39MICROWAVE 40REFRIGERATOR 41SOLID SURFACE COUNTERTOP 42UNDER CABINET LIGHT 43STONE TILE 44MARKERBOARD 45LAMINATE CABINETS 46MARKERBOARD CABINET 48ROLL OUT TRAYS AT INTERIOR 49GFRG, PAINTED 50WOOD LOCKER, EACH TO HAVE LOCK AND KEY WITH LOCKER #PAIRED W/ KEY 51ADJ METAL SHELVING 52NATURAL FINISH MILLWORK/PANELING - DIAMOND MATCHED 53DECORATIVE PLASTER ROSETTEKEYNOTES:X FEC EL : 11 ' - 8 " EL : 11 ' - 8 " A1 AE 5 6 5 B1 AE 5 6 5 B2 AE 5 6 5 EL : 17 ' - 1 3 / 8 " EL : 11 ' - 1 0 3 / 4 " EL : 11 ' - 8 " 24 24 24 EL : 16 ' - 3 3 / 4 " 6"3' - 3"1' - 2"4' - 8"1' - 2"3' - 3"6" 6" 6' - 1 0 " 8" 6' - 1 0 " 6" EL : 17 ' - 0 5 / 8 " 2' - 7 " 2' - 7 " 2' - 0 1 / 2 " 2' - 7 " 2' - 7 " 2' - 0 1/2"5' - 3"5' - 1 1/2" 2' - 2 " 1' - 0"4' - 10" 1' - 9 " 1' - 9 " 1' - 8 " 3' - 0" 1' - 10"1' - 10"1' - 10" 2' - 9 " EL : 17 ' - 2 1 / 8 " 3 4 N AE 4 1 5 A1 A2 A3 A4 AE 4 1 5 C1 C2 C3 C4 L. 9L 4. 8 M AE 4 1 5 B1 C6 C5 B2 AE 4 1 5 B4 B6 B5B3 EN T R Y 17 9 ST O R A G E 18 1 VE S T I B U L E 18 0 CO A T S 17 8 A PO R T A L 17 9 B 11"1'-11 1/4"9'-9 1/2"2'-4 7/8" 1' - 8 1 / 8 " 2' - 8 " 2' - 2 " 5' - 5 3 / 4 " 4' - 0 3 / 8 " 6' - 1 " 6' - 0 3 / 8 " 9' - 1 3 / 8 " 3'-2 5/8" LE V E L 1 10 0 ' - 0 " AE 5 4 2 C1 2 4 1 1 2 5 1 8 A5 AE 5 7 0 EQ 3' - 3 1 / 2 " 5" 6' - 0 7 / 8 " 5" 3' - 3 1 / 2 " EQ 14 ' - 4 " 5"3'-10 3/4"5"11"5"9'-2"5"9" 16'-4 3/4" 24 C2 AE 5 7 0 C1 AE 5 6 1 11 1/2" LE V E L 1 10 0 ' - 0 " 2 4 1 1 1 1 2 16'-4 3/4" C4 AE 5 7 0 C2 AE 5 7 0 A5 AE 5 7 0 24 EQ 6' - 1 0 1 / 4 " 8" 6' - 1 0 1 / 4 " EQ 15 ' - 4 " 5"3'-10 3/4"5"11"5"9'-2"5"9" 11 1/2" C1 AE 5 6 1 LE V E L 1 10 0 ' - 0 " 4 1 9 9 9 9"15'-7 3/4" EQ 3' - 6 3 / 4 " 1' - 2 1 / 8 " 4' - 7 3 / 4 " 1' - 2 1 / 8 " 3' - 6 3 / 4 " EQ 14 ' - 4 " LEVEL 1 100' - 0" 2 4 1 2 1 1 10 5 2 24 5"3'-10 3/4"5"11"5"9'-2"5"9" 16'-4 3/4" EQ 6' - 1 0 1 / 4 " 8" 6' - 1 0 1 / 4 " EQ 15 ' - 2 1 / 2 " C1 AE 5 6 1 A5 AE 5 7 0 C2 AE 5 7 0 11 1/2" LE V E L 1 10 0 ' - 0 " 2 4 1 1 11"5"9'-2"5"9" 11'-8" EQ 5' - 2 1 / 4 " EQ 6' - 3 1 / 4 " A5 AE 5 7 0 C5 AE 5 7 5 2'-0 1/2"17 LE V E L 1 10 0 ' - 0 " 1 10 5 11 11"10'-0"9" 11'-8" 7' - 9 1 / 2 " A3 AE 5 6 7 LE V E L 1 10 0 ' - 0 " 2 4 1 9"5"9'-2"5"11" 11'-8" 1 EQ 5' - 1 1 / 4 " EQ 6' - 3 1 / 4 " LE V E L 1 10 0 ' - 0 " 1 10 519 11"10'-0"9" 11'-8" 7' - 9 1 / 2 " LE V E L 1 10 0 ' - 0 " 4 5 5 5 5 5 A3 AE 5 7 0 4'-7 3/4"11"10'-9" EQ 6' - 2 " EQ 9' - 6 3 / 4 " LEVEL 1 100' - 0"5 5252C1AE5754'-7 3/4"11"10'-0"9"44'-2 1/2" LE V E L 1 10 0 ' - 0 " 4 5 5 8 C1 AE 5 7 5 9"10'-0"11"4'-7 3/4" 16'-3 3/4" 55 EQ 6' - 1 7 / 8 " EQ 9' - 6 3 / 4 " LE V E L 1 10 0 ' - 0 " 552 5 4'-7 3/4"11"10'-0"9" 4' - 2 1 / 2 " LE V E L 1 10 0 ' - 0 " 1 5 421 11"3'-11 1/4"6'-9 3/4" 6 A4 AE 5 6 7 LE V E L 1 10 0 ' - 0 " 1 4 21 5 11'-8" A4 AE 5 6 7 A4 AE 6 0 8 2'-0 1/2"4' - 4 " EQ EQ 17 LE V E L 1 10 0 ' - 0 " 1 21 23 6 4 11"3'-11 1/4"6'-9 3/4" 6' - 6 1 / 4 " A4 AE 6 0 8 A4 AE 5 6 7 LEVEL 1 100' - 0"1 42123611"3'-11 1/4"6'-0 3/4"9"1/8"7'-4 3/4"C5 AE591 5'-3"A4 AE567 SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 5:26:22 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 \\psf\Home\Documents\A12_2011507_LDS Church Indianapolis Temple_Benh(Recovery).rvt ENTRY 2 CEILING, FLOOR & ELEVATIONS AE415Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 4 " = 1 ' - 0 " D3 EN T R Y 2 R E F L E C T E D C E I L I N G P L A N SC A L E : 1 / 4 " = 1 ' - 0 " D1 EN T R Y 2 E N L A R G E D F L O O R P L A N SC A L E : 1 / 4 " = 1 ' - 0 " A1 EN T R Y 1 7 9 W E S T E L E V A T I O N SC A L E : 1 / 4 " = 1 ' - 0 " A2 EN T R Y 1 7 9 N O R T H E L E V A T I O N SC A L E : 1 / 4 " = 1 ' - 0 " A3 EN T R Y 1 7 9 E A S T E L E V A T I O N SC A L E : 1 / 4 " = 1 ' - 0 " A4 EN T R Y 1 7 9 S O U T H E L E V A T I O N SC A L E : 1 / 4 " = 1 ' - 0 " C1 VE S T . 1 8 0 W E S T SC A L E : 1 / 4 " = 1 ' - 0 " C2 VE S T . 1 8 0 N O R T H SC A L E : 1 / 4 " = 1 ' - 0 " C3 VE S T . 1 8 0 E A S T SC A L E : 1 / 4 " = 1 ' - 0 " C4 VE S T 1 8 0 S O U T H SC A L E : 1 / 4 " = 1 ' - 0 " B1 EN T R Y 1 7 9 B W E S T SCALE: 1/4" = 1'-0" C6 ENTRY 179B NORTH SC A L E : 1 / 4 " = 1 ' - 0 " C5 EN T R Y 1 7 9 B E A S T 1PAINTED MILLWORK/PANELING 2PAINTED GYP BOARD 3STONE PILASTER 4STONE BASE AS PER SCHEDULE 5NATURAL FINISH MILLWORK/PANELING 6NATURAL FINISH CASEWORK 7PAINTED CASEWORK 8WOOD AND BRONZE GRILLE 9WINDOW AS PER SCHEDULE 10DOOR AS PER SCHEDULE 11LIGHT FIXTURE AS PER SCHEDULE 12TV INSIDE CABINET, WITH POCKET DOORS 13STONE COLUMN 14LOCKERS 15PAINTED MURAL BY OWNER 16PROJECTION SURFACE 17AIR RETURN GRILLE 18DRINKING FOUNTAIN 19EXIT SIGN 20BAS RELIEF PANEL, OWNER SUPPLIED CONTRACTOR INSTALLED 21WALL COVERING 22ACOUSTICAL PLASTER 23COAT ROD WITH HANGERS, SEE SPEC 24DECORATIVE PAINT PATTERN 25PORCELAIN TILE, SEE SCHEDULE 26PORCELAIN TILE CHAIR RAIL, SEE SCHEDULE 27COVED TILE BASE, SEE SCHEDULE 28GRANITE COUNTERTOP 29LOCKABLE CABINET/DRAWERS 31SAFE BOLTED TO FIXED SHELF OR COUNTERTOP 32MIRROR WITH GRANITE FRAME, SEE DETAIL 33LINE OF AUSTRIAN DRAPE, PROVIDE BLOCKING IN WALL AT TOP AND BASE 34LINE OF MILLWORK SCREEN, SEE DETAILS 35MIRROR/ARTWORK, NIC. PROVIDE CONTINUOUS PLYWOOD BLOCKING IN WALL. SEE DETAIL 36KEYBOARD TRAY 37CLOTHING RETURN CABINET. PROVIDE 8" RIMMED HOLE IN COUNTERTOP, CENTERED IN CABINET.38STONE TOE KICK 39MICROWAVE 40REFRIGERATOR 41SOLID SURFACE COUNTERTOP 42UNDER CABINET LIGHT 43STONE TILE 44MARKERBOARD 45LAMINATE CABINETS 46MARKERBOARD CABINET 48ROLL OUT TRAYS AT INTERIOR 49GFRG, PAINTED 50WOOD LOCKER, EACH TO HAVE LOCK AND KEY WITH LOCKER #PAIRED W/ KEY 51ADJ METAL SHELVING 52NATURAL FINISH MILLWORK/PANELING - DIAMOND MATCHED 53DECORATIVE PLASTER ROSETTE SC A L E : 1 / 4 " = 1 ' - 0 " B2 EN T R Y 1 7 9 B S O U T H SC A L E : 1 / 4 " = 1 ' - 0 " B3 CO A T S A N D S H O E S SC A L E : 1 / 4 " = 1 ' - 0 " B4 CO A T S A N D S H O E S SC A L E : 1 / 4 " = 1 ' - 0 " B5 CO A T S A N D S H O E S SCALE: 1/4" = 1'-0" B6 COATS AND SHOESKEYNOTES:X 5 K L. 9L 4. 8 6 4. 9 EL : 17 ' - 8 1 / 4 " EL : 12 ' - 0 1 / 4 " EL : 17 ' - 4 " D5 AE 5 6 5 D4 AE 5 6 5 D3 AE 5 6 5 C2 AE 5 6 5 EL : 11 ' - 1 1 1 / 2 " EL : 11' - 11 1/2" 24 24 24 24 11 " 2' - 7 1 / 2 " 2' - 7 1 / 2 " 2' - 7 1 / 2 " 2' - 7 1 / 2 " 1' - 0 " 10 1 / 2 " 2' - 8 1/2" 4' - 0 " 5' - 1 " 5' - 1 " 2' - 11"1' - 0"2' - 5"2' - 5"7' - 1"2' - 5"2' - 5"1' - 0" 1' - 3" 4 1/2"4' - 7 1/2"3 1/2"6' - 9 1/2"3 1/2"4' - 7 1/2"4 1/2" 2' - 0 " 1' - 6 1/2" 2' - 9 " 2' - 8 1 / 2 " 2' - 8 1 / 2 " 2' - 0 1/2" 8 1/2" 4' - 9"4' - 9"8 1/2" 1' - 1 0 " 9" 2' - 6 " 3' - 0 1/2" EL: 11' - 8"EL: 11' - 8" 1' - 7 1/2"2' - 5 1/2"2' - 3 1/2" 2' - 8 " 3' - 9 1/2"3' - 6"3' - 6" 3' - 6 " 3' - 6 " 3' - 3 " 3' - 9 " 2' - 0"2' - 2 1/2" A4 AE 5 6 7 A4 AE 5 6 7 A4 AE 5 6 7 EL : 11 ' - 1 0 3 / 4 " EL : 11 ' - 8 " EL : 10 ' - 6 " EL : 11 ' - 8 " H AE 6 0 1 A4 AE 5 5 0 5 AE 4 1 6 B1 B2 B3 B4 AE 4 1 6 A1 A2 A4 A3 AE 4 2 0 B1 B2 B3 B4 AE 4 1 6 A5 AE 4 1 6 C1 C2 C3 C4 K L. 9L 4. 8 M 6 4. 9 AE 6 0 3 9 AE 5 4 6 A5 RE C E P T I O N 17 8 BA P T I S T R Y CH A P E L 17 2 EQEQ CO N F I R M A T I O N 17 3 CL O T H I N G 17 5 CO R R I D O R 17 7 CO R R I D O R 18 2 AE 5 7 0 A2 9' - 5 " 7" 3' - 4 " 3' - 4 " 3' - 4 " 5' - 6"EQ9' - 7 1/2"2' - 0"EQ C5 AE 4 6 4 D2 AE 5 7 1 2 4 1 15 99 9 9 10 10 5 2 5"2'-2 1/2"7 1/2"12'-0"5"9" 16'-5" 24 ' - 5 1 / 8 " B5 AE 5 8 5 EQ 2' - 0 1 / 4 " 5" 18 ' - 8 1 / 2 " 5" 2' - 0 1 / 4 " EQ 8 1 / 2 " 3' - 6 " 8 1 / 2 " 6' - 4 " 8 1 / 2 " 3' - 6 " 8 1 / 2 " 2' - 5"3' - 5 1/2"3"8' - 5"1' - 1" A5 AE 5 7 0 C4 AE 5 7 0 11 " 3' - 0 " 1' - 1 1 / 2 " 5' - 1 1 1 / 2 " 1' - 1 1 / 2 " 3' - 0 " 9 1/2" 2 4 1 1 5 10 5 2 1'-10 3/4"7 1/4"12'-5"9" 11 C5 AE 5 7 5 A5 AE 5 7 0 15'-8" 5" EQ 5' - 3 1 / 2 " 8" 5' - 4 1 / 2 " 8" 5' - 4 1 / 2 " EQ 1' - 9 1 / 4 " 1' - 3 3 / 8 " 18 ' - 1 5 / 8 " 5"2'-2 1/2"7 1/2"12'-0"5"9" 16'-5" C4 AE 5 7 0 C4 AE 5 7 0 A3 AE 5 6 7 E4 AE 5 7 5 C4 AE 5 7 5 2 4 1 1 10 2 17 5 10 16'-5" 11 C5 AE 5 7 5 10'-5"2'-9" 7 1/2" 2'-2 1/2"5" 5 EQ 3' - 9 5 / 8 " 8" 2' - 0 1 / 4 " 8" 9' - 3 3 / 8 " 8" 2' - 0 1 / 4 " 8" 3' - 9 5 / 8 " EQ 24 ' - 5 1 / 8 " C4 AE 5 7 0 C4 AE 5 7 0 C5 AE 5 7 5 19 8' - 4 " 5 5 / 8 " 1'-7 1/2"2'-0" LEVEL 1 100' - 0"2 4 1 12 9 95 1 1' - 6 1 / 2 " 3' - 3 " 2' - 7 " 3'-3"1'-6 1/2"5"5'-1 1/2"5"18'-1 5/8"1'-3 3/8"1'-9 3/8" 15'-8"9" 1'-10 3/4"7 1/4"12'-5"9"15'-8"C4 AE575E4AE575C4AE570C5AE575 LE V E L 1 10 0 ' - 0 " 2 4 1 5 11"5"6'-6 3/4"5"2'-7 1/4"9"EQ 2' - 4 3 / 8 " 5 1 / 2 " 4' - 1 7 / 8 " 5 1 / 2 " 2' - 4 3 / 8 " EQ 1 A2 AE 5 7 5 11'-8" 10 ' - 8 3 / 4 " C4 AE 5 7 0 C5 AE 5 7 5 A3 AE 5 6 7 LE V E L 1 10 0 ' - 0 " 2 4 1 5 10 EQ 2' - 4 3 / 8 " 4" 4' - 5 " 4" 2' - 4 3 / 8 " EQ 1 11 10 ' - 8 3 / 4 " 11"5"6'-6 3/4"5"2'-7 1/4"9" 11'-8" A2 AE 5 7 5 C5 AE 5 7 5 LE V E L 1 10 0 ' - 0 " 2 4 1 5 11"5"6'-6 3/4"5"2'-7 1/4"9" EQ 2' - 4 3 / 8 " 5 1 / 2 " 8' - 5 3 / 8 " 5 1 / 2 " 2' - 4 3 / 8 " EQ 1 15 ' - 0 3 / 8 " 11'-8" C4 AE 5 7 0 A2 AE 5 7 5 C5 AE 5 7 5 A3 AE 5 6 7 LE V E L 1 10 0 ' - 0 " 2 4 1 5 A2 AE 5 7 5 EQ 2' - 4 3 / 8 " 5 1 / 2 " 8' - 5 3 / 8 " 5 1 / 2 " 2' - 4 3 / 8 " EQ 1 C5 AE 5 7 5 15 ' - 0 3 / 8 " 9"2'-7 1/4"5"6'-6 3/4"5"11" 11'-8" C4 AE 5 7 0 A3 AE 5 6 7 LE V E L 1 10 0 ' - 0 " 2 4 1 1 5 EQ 2' - 5 3 / 4 " 7' - 0 " 2' - 5 3 / 4 " EQ 12 ' - 9 3 / 8 " 24 9"5"9'-2"5" 10'-9" A5 AE 5 7 0 A3 AE 5 6 7 C5 AE 5 7 5 LE V E L 1 10 0 ' - 0 " 2 4 1 1 PI N - H O L E S U R V E I L L A N C E CA M E R A W I T H C O V E R P L A T E A5 AE 5 7 0 24 5"9'-2"5"9" 10'-9" EQ 2' - 5 1 / 2 " 8" 5' - 9 " 8" 2' - 5 1 / 2 " EQ 12 ' - 9 3 / 8 " C4 AE 5 7 0 C5 AE 5 7 5 A3 AE 5 6 7 LE V E L 1 10 0 ' - 0 " 2 4 1 1 5 5"9'-2"5"9" EQ 4' - 3 3 / 4 " 5" 4' - 8 " 5" 4' - 3 3 / 4 " EQ 14 ' - 1 1 3 / 8 " C5 AE 5 7 5 A5 AE 5 7 0 24 24 10'-9" 5" 11 1/2" A3 AE 5 6 7 8 1 / 4 " LEVEL 1 100' - 0" 2 4 1 1 A5 AE 5 7 0 24 11"5"9'-2"5"9" 11'-8" EQ 4' - 3 3 / 4 " 8" 4' - 2 " 8" 4'-3 3/4"EQ 14 ' - 1 1 3 / 8 " C4 AE 5 7 0 C5 AE 5 7 5 A3 AE567 8 1 / 4 " LEVEL 1 100' - 0"10 4512111"15'-8"9"17'-4"A4 AE567 A4 AE60819 SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 4:20:20 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 \\psf\Home\Documents\A12_2011507_LDS Church Indianapolis Temple_Benh(Recovery).rvt BAPTISTRY CHAPEL CEILING,FLOOR & ELEV.AE416Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012BHDF/CN/KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 4 " = 1 ' - 0 " D2 BA P T I S T R Y C H A P E L R E F L E C T E D C E I L I N G P L A N SC A L E : 1 / 4 " = 1 ' - 0 " D1 BA P T I S T R Y C H A P E L E N L A R G E D F L O O R P L A N SC A L E : 1 / 4 " = 1 ' - 0 " B1 BA P T I S T R Y C H A P E L E L E V A T I O N SC A L E : 1 / 4 " = 1 ' - 0 " B2 BA P T I S T R Y C H A P E L E L E V A T I O N SC A L E : 1 / 4 " = 1 ' - 0 " B3 BA P T I S T R Y C H A P E L E L E V A T I O N SC A L E : 1 / 4 " = 1 ' - 0 " B4 BA P T I S T R Y C H A P E L I N T E R I O R E L E V - D SC A L E : 1 / 4 " = 1 ' - 0 " A2 CO N F I R M A T I O N 1 7 3 - N O R T H SC A L E : 1 / 4 " = 1 ' - 0 " A3 CO N F I R M A T I O N 1 7 3 - S O U T H SC A L E : 1 / 4 " = 1 ' - 0 " A1 CO N F I R M A T I O N 1 7 3 - W E S T SC A L E : 1 / 4 " = 1 ' - 0 " A4 CO N F I R M A T I O N 1 7 3 - E A S T SC A L E : 1 / 4 " = 1 ' - 0 " C3 RE C E P T I O N E L E V A T I O N SC A L E : 1 / 4 " = 1 ' - 0 " C1 RE C E P T I O N E L E V A T I O N SC A L E : 1 / 4 " = 1 ' - 0 " C2 RE C E P T I O N E L E V A T I O N SC A L E : 1 / 4 " = 1 ' - 0 " C4 RE C E P T I O N E L E V A T I O N SCALE: 1/4" = 1'-0"A5COAT INTERIOR ELEVATION1PAINTED MILLWORK/PANELING 2PAINTED GYP BOARD 3STONE PILASTER 4STONE BASE AS PER SCHEDULE 5NATURAL FINISH MILLWORK/PANELING 6NATURAL FINISH CASEWORK 7PAINTED CASEWORK 8WOOD AND BRONZE GRILLE 9WINDOW AS PER SCHEDULE 10DOOR AS PER SCHEDULE 11LIGHT FIXTURE AS PER SCHEDULE 12TV INSIDE CABINET, WITH POCKET DOORS 13STONE COLUMN 14LOCKERS 15PAINTED MURAL BY OWNER 16PROJECTION SURFACE 17AIR RETURN GRILLE 18DRINKING FOUNTAIN 19EXIT SIGN 20BAS RELIEF PANEL, OWNER SUPPLIED CONTRACTOR INSTALLED 21WALL COVERING 22ACOUSTICAL PLASTER 23COAT ROD WITH HANGERS, SEE SPEC 24DECORATIVE PAINT PATTERN 25PORCELAIN TILE, SEE SCHEDULE 26PORCELAIN TILE CHAIR RAIL, SEE SCHEDULE 27COVED TILE BASE, SEE SCHEDULE 28GRANITE COUNTERTOP 29LOCKABLE CABINET/DRAWERS 31SAFE BOLTED TO FIXED SHELF OR COUNTERTOP 32MIRROR WITH GRANITE FRAME, SEE DETAIL 33LINE OF AUSTRIAN DRAPE, PROVIDE BLOCKING IN WALL AT TOP AND BASE 34LINE OF MILLWORK SCREEN, SEE DETAILS 35MIRROR/ARTWORK, NIC. PROVIDE CONTINUOUS PLYWOOD BLOCKING IN WALL. SEE DETAIL 36KEYBOARD TRAY 37CLOTHING RETURN CABINET. PROVIDE 8" RIMMED HOLE IN COUNTERTOP, CENTERED IN CABINET.38STONE TOE KICK 39MICROWAVE 40REFRIGERATOR 41SOLID SURFACE COUNTERTOP 42UNDER CABINET LIGHT 43STONE TILE 44MARKERBOARD 45LAMINATE CABINETS 46MARKERBOARD CABINET 48ROLL OUT TRAYS AT INTERIOR 49GFRG, PAINTED 50WOOD LOCKER, EACH TO HAVE LOCK AND KEY WITH LOCKER #PAIRED W/ KEY 51ADJ METAL SHELVING 52NATURAL FINISH MILLWORK/PANELING - DIAMOND MATCHED 53DECORATIVE PLASTER ROSETTEKEYNOTES: C3 AE 5 6 1 B3 AE 5 6 1 24 24 49 3' - 3 1/2"3' - 0"3' - 0"3' - 0"3' - 0"3' - 3 1/2"2' - 10 1/2" 8 1/2"8 1/2" 2' - 0"2' - 0" 8 1/2"8 1/2" 2' - 10 1/2" 3' - 3 1 / 2 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 3 1 / 2 " 4' - 7 1 / 2 " 3' - 1 0 " 4' - 7 1 / 2 " 3' - 1 0 " 1' - 3 " 1' - 3 " 3' - 4 " 3' - 4" 2' - 10" 2' - 1 0 " 6 ' - 2 " CL CL CL CL EL : 21 ' - 7 " EL : 21 ' - 7 " EL : 21 ' - 7 " EL : 21 ' - 7 " EL : 20 ' - 1 0 7 / 8 " EL : 19 ' - 1 1 1 / 2 " EL : 21 ' - 7 " AE 4 1 7 C2 C3 A2 A3 K L. 9L M 7 6 AE 5 4 4 C4 VE S T I B U L E 17 0 A BA P T I S T R Y 17 0 AE 4 1 9 C1 C2 C4 C3 LE V E L 1 10 0 ' - 0 " E1 AE 5 7 2 D2 AE 5 7 2 7 D5 AE 5 7 1 4 1 5 9 52 9 9 9 9 9 11 3 3 AE 5 8 0 D4 24 43 W1 2 D1 AE 5 7 1 SI M 4 24 25 M1 7 25 M1 8 EQ 5' - 8 1 / 2 " 8 1 / 2 " 2' - 5 " 7" 3' - 4 " 7 1 / 2 " 1' - 3 " 7"3' - 4 " 7 1 / 2 " 1' - 3 " 7"3' - 4 " 7 1 / 2 " 2' - 5 " 8 1 / 2 " 5' - 8 1 / 2 " EQ 35 ' - 3 " 4' - 6 " 1' - 4 " 4' - 5 1 / 2 " 1' - 4 " 4' - 6 " 3' - 9 " 2' - 1 1 / 2 " 3' - 8 1 / 2 " 2' - 1 " 3' - 9 " 9 1/2" 27' - 3 1/2" 2'-2 1/2" TYP 52 LEVEL 1 100' - 0" M D3 AE571D4AE571 5 52 5 24 11 33525 55 5520511 A2 AE572 43 W1 2 425 M1 7 25 M1 8 EQ3' - 7"8 1/2"2' - 5"9"14' - 8"9"2' - 5"8 1/2" 3' - 7 " EQ 30' - 10"9"3' - 5"9"6' - 4 1/2"9"3' - 5"9"3' - 0"1' - 1 1/2"5' - 11 1/2"1' - 1 1/2"3' - 0"9 1/2"27' - 3 1/2" D2 AE 5 7 2 LE V E L 1 10 0 ' - 0 " 4 5 52 24 3 3 20 2 5 5 5 5 5 5 10 10 1 1 43 W1 2 4 EQ 5' - 8 1 / 2 " 8 1 / 2 " 2' - 5 " 9" 14 ' - 8 " 9" 2' - 5 " 8 1 / 2 " 5' - 8 1 / 2 " EQ 35 ' - 3 " 9' - 5 1/2"3"3' - 5 1/2"2' - 4" 8 1 / 2 " 3' - 8 " 9" 6' - 0 " 9" 3' - 7 1 / 2 " 8 1 / 2 " 3' - 0 " 1' - 1 1 / 2 " 5' - 1 1 1 / 2 " 1' - 1 1 / 2 " 3' - 0 " 9 1/2" 27' - 3 1/2" D1 AE 5 7 1 SI M D3 AE 5 7 1 SI M D2 AE 5 7 2 AE 5 6 1 C3 52 LEVEL 1 100' - 0"A3 AE572AE585E5 D1 AE 5 7 1 D2 AE571 4 5 52 2 20 3999 910103 AE544A411 43 W1 2 425 M1 7 25 M1 8 EQ3' - 7"8 1/2"2' - 5"9"14' - 8"9"2' - 5" 8 1 / 2 " 3' - 7 " EQ 27' - 3 1/2"2' - 11 1/2"1' - 2"5' - 11 1/2"1' - 1 1/2"2' - 11 1/2"9" .3' - 5 1/2"9"6' - 4"9"3' - 5"9"30' - 10" D2 AE 5 7 2 AE561B3 2'-1 1/2" 52 SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 5:27:20 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 \\psf\Home\Documents\A12_2011507_LDS Church Indianapolis Temple_Benh(Recovery).rvt BAPTISTRY CEILING, FLOOR & ELEVATIONS AE417Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012BHDF/CN/KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 4 " = 1 ' - 0 " A1 BA P T I S T R Y R E F L E C T E D C E I L I N G P L A N SC A L E : 1 / 4 " = 1 ' - 0 " C1 BA P T I S T R Y E N L A R G E D F L O O R P L A N SC A L E : 1 / 4 " = 1 ' - 0 " C2 BA P T I S T R Y I N T E R I O R E L E V A T I O N - A SC A L E : 1 / 4 " = 1 ' - 0 " C3 BA P T I S T R Y I N T E R I O R E L E V A T I O N - B SC A L E : 1 / 4 " = 1 ' - 0 " A2 BA P T I S T R Y I N T E R I O R E L E V A T I O N - C SC A L E : 1 / 4 " = 1 ' - 0 " A3 BA P T I S T R Y I N T E R I O R E L E V A T I O N - D 36 K E Y B O A R D T R A Y 37 C L O T H I N G R E T U R N C A B I N E T . P R O V I D E 8 " RI M M E D H O L E I N C O U N T E R T O P , C E N T E R E D IN C A B I N E T . 38 S T O N E T O E K I C K 39 M I C R O W A V E 40 R E F R I G E R A T O R 41 S O L I D S U R F A C E C O U N T E R T O P 42 U N D E R C A B I N E T L I G H T 43 S T O N E T I L E 44 M A R K E R B O A R D 45 L A M I N A T E C A B I N E T S 46 M A R K E R B O A R D C A B I N E T 48 R O L L O U T T R A Y S A T I N T E R I O R 49 G F R G , P A I N T E D 50 W O O D L O C K E R , E A C H T O H A V E L O C K A N D KE Y W I T H L O C K E R # P A I R E D W / K E Y 51 A D J M E T A L S H E L V I N G 52 N A T U R A L F I N I S H M I L L W O R K / P A N E L I N G - DI A M O N D M A T C H E D 53 D E C O R A T I V E P L A S T E R R O S E T T E 20 B A S R E L I E F P A N E L , O W N E R S U P P L I E D CO N T R A C T O R I N S T A L L E D 21 W A L L C O V E R I N G 22 A C O U S T I C A L P L A S T E R 23 C O A T R O D W I T H H A N G E R S , S E E S P E C 24 D E C O R A T I V E P A I N T P A T T E R N 25 P O R C E L A I N T I L E , S E E S C H E D U L E 26 P O R C E L A I N T I L E C H A I R R A I L , S E E SC H E D U L E 27 C O V E D T I L E B A S E , S E E S C H E D U L E 28 G R A N I T E C O U N T E R T O P 29 L O C K A B L E C A B I N E T / D R A W E R S 31 S A F E B O L T E D T O F I X E D S H E L F O R CO U N T E R T O P 32 M I R R O R W I T H G R A N I T E F R A M E , S E E D E T A I L 33 L I N E O F A U S T R I A N D R A P E , P R O V I D E BL O C K I N G I N W A L L A T T O P A N D B A S E 34 L I N E O F M I L L W O R K S C R E E N , S E E D E T A I L S 35 M I R R O R / A R T W O R K , N I C . P R O V I D E CO N T I N U O U S P L Y W O O D B L O C K I N G I N W A L L . SE E D E T A I L 1 P A I N T E D M I L L W O R K / P A N E L I N G 2 P A I N T E D G Y P B O A R D 3 S T O N E P I L A S T E R 4 S T O N E B A S E A S P E R S C H E D U L E 5 N A T U R A L F I N I S H M I L L W O R K / P A N E L I N G 6 N A T U R A L F I N I S H C A S E W O R K 7 P A I N T E D C A S E W O R K 8 W O O D A N D B R O N Z E G R I L L E 9 W I N D O W A S P E R S C H E D U L E 10 D O O R A S P E R S C H E D U L E 11 L I G H T F I X T U R E A S P E R S C H E D U L E 12 T V I N S I D E C A B I N E T , W I T H P O C K E T D O O R S 13 S T O N E C O L U M N 14 L O C K E R S 15 P A I N T E D M U R A L B Y O W N E R 16 P R O J E C T I O N S U R F A C E 17 A I R R E T U R N G R I L L E 18 D R I N K I N G F O U N T A I N 19 E X I T S I G N KE Y N O T E S : X AE 4 1 8 C1 PIL A S T E R P R O J E C TIO N 2 1/2" OT S P 11 ' - 3 " 1' - 6 " 19 ' - 6 " 1' - 6 " 11 ' - 3 " 11 ' - 3 " 1' - 6 " 19 ' - 6 " 1' - 6 " 11 ' - 3 " 90 ' - 0 " 9"9'-1 5/8" AE 4 1 8 C2 PR O V I D E O P E N I N G I N C O N C R E T E B A C K - U P W A L L F O R RE T U R N A I R D U C T W O R K , S E E M E C H A N I C A L ST O N E " P I L A S T E R " , S E E P L A N F O R P R O J E C T I O N O F F W A L L 1'-0"6"1'-0"6"1'-0"6"1'-0"6"1'-0"6"1'-0"6"1'-6"9"9"STONE TILE PER SCHEDULE, FLAT (NOT RADIUSED)SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/27/2012 10:53:38 AM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt ENLARGED FONT PLAN AE418Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012BHDF/CN/KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 4 " = 1 ' - 0 " D1 LO W E R F O N T P L A N SC A L E : 1 / 4 " = 1 ' - 0 " D2 LO W E R F O N T C E I L I N G P L A N SC A L E : 1 / 4 " = 1 ' - 0 " C1 LO W E R F O N T E L E V A T I O N S SCALE: 1/4" = 1'-0"C2LOWER FONT STONE COURSING 1AUG 27, 2012ADDENDUM 1 1 1 AE 4 1 9 B1 B2 B4 B3 AE 4 1 9 A1 A2 A3 A4 AE 4 1 9 A5 AE 4 2 0 E1 E2 E3 E4 AE 4 2 0 D1 D2 D4 D3 AE 4 2 0 C1 C2 C3 C4 AE 4 1 9 A5 AE 4 2 0 E3 E2 E1 E4 KG 7 6 H GI R L S DR E S S I N G 16 1 RE S T R O O M 16 1 A HA L L 17 4 A RE S T R O O M 17 1 A BO Y S DR E S S I N G 17 1 VE S T I B U L E 17 0 A AE 4 1 9 C1 C2 C4 C3 B5 B5 A5 AE 5 9 2 A2 AE 5 5 0 C3 AE 5 9 2 1 3 2 5 11 11 5 2 3 1 11 114 4 9 11 " 18 13 18 13 14 14 15 15 15 5 5 2' - 9 1 / 4 " 3' - 9 " 3' - 9 " 2' - 9 1 / 4 " 6 1 / 2 " 3' - 0 " 3' - 7 1 / 4 " 3' - 0 " 2' - 1 0 1 / 2 " 3'-2 3/8"5'-9 7/8"2'-8"6'-10 3/4" 5'-7 1/4" 1'-11" 11 ' - 0 5 / 8 " 11'-1" 9'-2 3/8" 1' - 6 " 2' - 1 1 1 / 2 " 2' - 1 1 1 / 2 " 4' - 0 " 1'-7" KG 7 6 H EL : 10 ' - 6 " EL : 10 ' - 6 " EL : 10 ' - 6 " EL : 10 ' - 6 " EL : 10 ' - 6 " EL : 10 ' - 6 " EL : 10 ' - 6 " EL : 10 ' - 6 " EL : 10 ' - 6 " 1' - 9"2' - 3"1' - 11" 1' - 10" 1' - 3 " 3' - 2 1 / 2 " 1' - 9 " 1' - 9 " 3' - 2 1 / 2 " 1' - 9"2' - 3"1' - 11" 4' - 2"1' - 7"1' - 10" 2' - 7 " 3' - 1 " 3' - 1 " 6' - 1 " 2' - 1 " 1' - 1 1 " 3' - 2 " 1' - 3 " 2' - 2 " 3' - 8 " 3' - 8 " 2' - 2 " 2' - 2 " 3' - 8 " 5' - 3 " 1' - 6 " 2' - 0 1 / 2 " 1' - 3 1 / 2 " 3' - 4 " 1' - 5 1/2" 4' - 11"4' - 11" 1' - 9 " 3' - 9 " 3' - 8 " 3' - 3 " 5" 1' - 5" 1' - 10" 2' - 0"5' - 10" 3' - 3 1/2"1' - 3 1/2" 4' - 1" 4' - 1" 2' - 6" 2' - 7" 2' - 1 1 1 / 2 " 2' - 1 1 1 / 2 " 4' - 2"1' - 7" 2' - 1 " 1' - 6" 2' - 1 1 " 2' - 1 1 " 2' - 2 1 / 2 " 2' - 1 1 1 / 2 " 2' - 1 1 1 / 2 " 2' - 8" EL : 9' - 0 " EL : 9' - 0 " 2' - 1"2' - 1"2' - 7" 1' - 5 " 2' - 1 1 1 / 2 " 2' - 1"2' - 1"2' - 7" 2' - 1 1 1 / 2 " 1' - 5 " 3' - 6"3' - 0"3' - 0" 3' - 1" LE V E L 1 10 0 ' - 0 " 2 1 26 25 27 12 TILES2" 27 10 1/2"3' - 5 1/2" A5 AE 5 6 7 LE V E L 1 10 0 ' - 0 " 2'-9" 2 1 26 25 27 3101 10 1/2"3' - 5 1/2"2"12 TILES A5 AE 5 6 7 LE V E L 1 10 0 ' - 0 " 1 32 28 C1 AE 5 9 1 0"2'-9"4"4'-0" 2 1/2" 2'-4"10 1/2" 411 A5 AE 5 6 7 11 12 27 1' - 8 " 2 B2 AE 4 5 0 6" 6" LE V E L 1 10 0 ' - 0 " 2'-9" 2 10 5 1 26 25 27 5 10 1/2"3'-5 1/2"2"12 TILES A5 AE 5 6 7 2 1 14 27 A5 AE 5 6 7 LE V E L 1 10 0 ' - 0 " 2 1 10 5 26 25 27 9 10 1/2"3' - 5 1/2"2"12 TILES A5 AE 5 6 7 15 LE V E L 1 10 0 ' - 0 " 2'-9" 2 1 26 25 27 28 12 TILES2"3'-5 1/2"10 1/2" C1 AE 5 9 1 4"4'-0"4" 17 11 4 A5 AE 5 6 7 3211 12 1' - 8 " E1 AE 5 9 1 6" EQ 6" EQ 6" LEVEL 1 100' - 0" 2 1 26 25 27 12 TILES 5 A5 AE 5 6 7 15 LEVEL 1 100' - 0"27211827212526A5AE5672"12 TILES LE V E L 1 10 0 ' - 0 " 52 4 A5 AE 5 9 2 2'-3 3/4" 3" 8'-8 1/4"9" 8 1 / 2 " 6' - 0 1 / 4 " 8 1 / 2 " 2' - 6 " 2' - 6 " 9" LE V E L 1 10 0 ' - 0 " 5 5 10 0"9"8'-8 1/4"3"2'-3 3/4" 12'-0" 5' - 2 " LE V E L 1 10 0 ' - 0 " 525 4 2'-2 3/4" 3" 8'-8 1/4"9" 2' - 6 " 8 1 / 2 " 6' - 0 1 / 4 " 8 1 / 2 " 2' - 6 " 9" 52 52 LE V E L 1 10 0 ' - 0 " 5 5 10 2'-3 3/4"3"8'-8 1/4"9" 5' - 2 " LEVEL 1 100' - 0"106 2751252622'-6"6"6'-8 1/2"6'-0"2'-6"10'-6"12 TILES2"3'-5 1/2"10 1/2"C3 AE592A5AE567 SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/17/2012 2:03:39 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt BAPTISTRY DRESSING ROOMS AE419Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012BHDF/CN/KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 4 " = 1 ' - 0 " D1 BA P T I S T R Y W A I T I N G E N L A R G E D F L O O R P L A N SC A L E : 1 / 4 " = 1 ' - 0 " D3 BA P T I S T R Y W A I T I N G R E F L E C T E D C E I L I N G P L A N SC A L E : 1 / 4 " = 1 ' - 0 " B1 GI R L S R E S T R O O M 1 6 1 A - W E S T SC A L E : 1 / 4 " = 1 ' - 0 " B2 GI R L S R E S T R O O M 1 6 1 A - N O R T H SC A L E : 1 / 4 " = 1 ' - 0 " B3 GI R L S R E S T R O O M 1 6 1 A - E A S T SC A L E : 1 / 4 " = 1 ' - 0 " B4 GI R L S R E S T R O O M 1 6 1 A S O U T H SC A L E : 1 / 4 " = 1 ' - 0 " A1 GI R L S D R E S S I N G 1 6 1 - W E S T SC A L E : 1 / 4 " = 1 ' - 0 " A2 GI R L S D R E S S I N G 1 6 1 - S O U T H SC A L E : 1 / 4 " = 1 ' - 0 " A3 GI R L S D R E S S I N G 1 6 1 - E A S T SC A L E : 1 / 4 " = 1 ' - 0 " A4 GI R L S D R E S S I N G 1 6 1 - N O R T H SCALE: 1/4" = 1'-0"A5DRINKING FOUNTAIN ELEV. SC A L E : 1 / 4 " = 1 ' - 0 " C1 VE S T I B U L E 1 7 0 - N O R T H SC A L E : 1 / 4 " = 1 ' - 0 " C2 VE S T I B U L E 1 7 0 - E A S T SC A L E : 1 / 4 " = 1 ' - 0 " C3 VE S T I B U L E 1 7 0 - S O U T H SC A L E : 1 / 4 " = 1 ' - 0 " C4 VE S T I B U L E 1 7 0 - W E S T SCALE: 1/4" = 1'-0"B5BAPT. DRESSING ROOM HALL1PAINTED MILLWORK/PANELING 2PAINTED GYP BOARD 3STONE PILASTER 4STONE BASE AS PER SCHEDULE 5NATURAL FINISH MILLWORK/PANELING 6NATURAL FINISH CASEWORK 7PAINTED CASEWORK 8WOOD AND BRONZE GRILLE 9WINDOW AS PER SCHEDULE 10DOOR AS PER SCHEDULE 11LIGHT FIXTURE AS PER SCHEDULE 12TV INSIDE CABINET, WITH POCKET DOORS 13STONE COLUMN 14LOCKERS 15PAINTED MURAL BY OWNER 16PROJECTION SURFACE 17AIR RETURN GRILLE 18DRINKING FOUNTAIN 19EXIT SIGN 20BAS RELIEF PANEL, OWNER SUPPLIED CONTRACTOR INSTALLED 21WALL COVERING 22ACOUSTICAL PLASTER 23COAT ROD WITH HANGERS, SEE SPEC 24DECORATIVE PAINT PATTERN 25PORCELAIN TILE, SEE SCHEDULE 26PORCELAIN TILE CHAIR RAIL, SEE SCHEDULE 27COVED TILE BASE, SEE SCHEDULE 28GRANITE COUNTERTOP 29LOCKABLE CABINET/DRAWERS 31SAFE BOLTED TO FIXED SHELF OR COUNTERTOP 32MIRROR WITH GRANITE FRAME, SEE DETAIL 33LINE OF AUSTRIAN DRAPE, PROVIDE BLOCKING IN WALL AT TOP AND BASE 34LINE OF MILLWORK SCREEN, SEE DETAILS 35MIRROR/ARTWORK, NIC. PROVIDE CONTINUOUS PLYWOOD BLOCKING IN WALL. SEE DETAIL 36KEYBOARD TRAY 37CLOTHING RETURN CABINET. PROVIDE 8" RIMMED HOLE IN COUNTERTOP, CENTERED IN CABINET.38STONE TOE KICK 39MICROWAVE 40REFRIGERATOR 41SOLID SURFACE COUNTERTOP 42UNDER CABINET LIGHT 43STONE TILE 44MARKERBOARD 45LAMINATE CABINETS 46MARKERBOARD CABINET 48ROLL OUT TRAYS AT INTERIOR 49GFRG, PAINTED 50WOOD LOCKER, EACH TO HAVE LOCK AND KEY WITH LOCKER #PAIRED W/ KEY 51ADJ METAL SHELVING 52NATURAL FINISH MILLWORK/PANELING - DIAMOND MATCHED 53DECORATIVE PLASTER ROSETTE1GRAB BAR (42")2GRAB BAR (36")3TOILET TISSUE DISPENSER 4SOAP DISPENSER SURFACE MOUNTED 5PAPER TOWEL DISPENSER WALL MOUNT 6SANITARY NAPKIN DISPOSAL (FLOOR BIN)7TOILET SEAT COVER DISPENSER 8BABY CHANGING STATION 9SANITARY NAPKIN DISPENSER 10VERTICAL GRAB BAR 11TRASH GROMMET 12METAL TRASH BIN, 24 GAL.13SOAP DISPENSER WALL MOUNTED 14ROBE HOOK 15HAIR DRYER 16SHOWER CURTAIN AND ROD 17WET CLOTHING DROP 18FOLDING ADA SHOWER SEAT KEYNOTES:RESTROOM ACCESSORY SCHEDULE 1AUG 27, 2012ADDENDUM 1 4SEPT 17, 2012ADDENDUM 4 1 4 4 LE V E L 1 10 0 ' - 0 " 26 25 272 1816 LE V E L 1 10 0 ' - 0 " 26 25 272 12 TILES2" 17 LE V E L 1 10 0 ' - 0 " 26 25 272 12 TILES2" 3' - 0 " 5' - 4 5 / 8 " 13 4'-6" 16 LE V E L 1 10 0 ' - 0 " 26 25 27 2 12 TILES2" 3' - 0 3 / 8 " 2' - 1 0 1 / 4 " 4'-6" 14 181316 LE V E L 1 10 0 ' - 0 " 1 32 2722811 4 11 A5 AE 5 6 7 1' - 8 " 12 E1 AE 5 9 1 6" 6" LE V E L 1 10 0 ' - 0 " 1 26 25 272 TYP 12 TILES2" 10 1/2"3'-5 1/2"2"12 FULL TILES 10 1 3 A5 AE 5 6 7 LE V E L 1 10 0 ' - 0 " 1 26 25 272 12 TILES2" 27 A5 AE 5 6 7 LE V E L 1 10 0 ' - 0 " 1 26 25 27228 5 A5 AE 5 6 7 LE V E L 1 10 0 ' - 0 " 2'-9" 1 32 272 12 TILES 28 1'-3"3'-8" 1726 11 4 11 A5 AE 5 6 7 1' - 8 " 12 E1 AE 5 9 1 6" 6" LE V E L 1 10 0 ' - 0 " 2 10 10 14 1 26 25 272 10 1/2"3'-0 7/8"6'-0"6 5/8" 27 A5 AE 5 6 7 15 CO N C E A L E D S T R U C T U R E B E H I N D PR O V I D E C L O S U R E P A N E L LE V E L 1 10 0 ' - 0 " 2 1 27 14 25262" A5 AE 5 6 7 LEVEL 1 100' - 0"1 26 25 272 12 TILES2" 5 A5 AE 5 6 7 21 1 38 6 1' - 6 " 3' - 0 " 3' - 0 " A3 AE 5 9 0 4 10 1/2"8' - 10 1/2"9" A5 AE 5 6 7 LE V E L 1 10 0 ' - 0 " 2' - 6 " 2' - 6 " 1' - 9 " 2'-10" 6 21 1 4 10 5 28 E2 AE 5 9 0 38 10 1/2"8' - 10 1/2"9" A5 AE 5 6 7 A5 AE 6 0 8 LE V E L 1 10 0 ' - 0 " 2'-10" 21 1 4 10 5 6 6 9"8' - 10 1/2"10 1/2" A5 AE 5 6 7 A5 AE 6 0 8 LE V E L 1 10 0 ' - 0 " 211 6 3' - 1 1 / 2 " 3' - 1 1 / 2 " 3' - 1 1 / 2 " 3' - 1 1 / 2 " 1' - 0 " 7'-6 1/8" 6 A4 AE 5 9 0 38 6 5/8"7'-0"4 7/8" 10 1/2"9' - 7 1/2" A5 AE 5 6 7 LE V E L 1 10 0 ' - 0 " 21 4 6 10 628 AE 5 9 0 E3 LE V E L 1 10 0 ' - 0 " 4 7/8"2'-0"2'-8"2'-10"0" 21 4 6 2' - 6 " 1' - 3 " 2' - 6 " 1' - 3 " 3' - 3 " 2'-6"2'-0"3'-0" A2 AE 5 9 0 A1 AE 5 9 0 3' - 3 " 2' - 6 " 2' - 6 " 2' - 6 " OP E N T O H A L L B Y N D 2'-10" LE V E L 1 10 0 ' - 0 " 21 4 21 8' - 8 " 1' - 5 1 / 2 " 3' - 0"2' - 9 1/2" A5 AE 6 0 8 B2 AE 4 5 0 LE V E L 1 10 0 ' - 0 " 21 4 10 A4 AE 6 0 8 LEVEL 1 100' - 0"421BEYOND 6'-0"2'-10"E3 AE59028 6386'-8" - COORD W/ LAUNDRY EQUIPBEYOND B2 AE450 SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/17/2012 2:06:37 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt BAPTISTRY SUPPORT AE420Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012BHDF/CN/KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 4 " = 1 ' - 0 " E1 GI R L S / B O Y S S H O W E R - A SC A L E : 1 / 4 " = 1 ' - 0 " E2 GI R L S / B O Y S S H O W E R - B SC A L E : 1 / 4 " = 1 ' - 0 " E3 GI R L S / B O Y S S H O W E R - C SC A L E : 1 / 4 " = 1 ' - 0 " E4 GI R L S / B O Y S S H O W E R - D SC A L E : 1 / 4 " = 1 ' - 0 " D1 BO Y S R E S T R O O M - W E S T SC A L E : 1 / 4 " = 1 ' - 0 " D2 BO Y S R E S T R O O M - N O R T H SC A L E : 1 / 4 " = 1 ' - 0 " D3 BO Y S R E S T R O O M - E A S T SC A L E : 1 / 4 " = 1 ' - 0 " D4 BO Y S R E S T R O O M - S O U T H SC A L E : 1 / 4 " = 1 ' - 0 " C1 BO Y S D R E S S I N G 1 7 1 - W E S T SC A L E : 1 / 4 " = 1 ' - 0 " C2 BO Y S D R E S S I N G 1 7 1 - N O R T H SC A L E : 1 / 4 " = 1 ' - 0 " C3 BO Y S D R E S S I N G 1 7 1 - E A S T SC A L E : 1 / 4 " = 1 ' - 0 " C4 BO Y S D R E S S I N G 1 7 1 - S O U T H SC A L E : 1 / 4 " = 1 ' - 0 " B1 CL O T H I N G W E S T E L E V SC A L E : 1 / 4 " = 1 ' - 0 " B2 CL O T H I N G N O R T H E L E V SC A L E : 1 / 4 " = 1 ' - 0 " B3 CL O T H I N G E A S T E L E V SC A L E : 1 / 4 " = 1 ' - 0 " B4 CL O T H I N G S O U T H E L E V SC A L E : 1 / 4 " = 1 ' - 0 " A2 LA U N D R Y N O R T H E L E V SC A L E : 1 / 4 " = 1 ' - 0 " A1 LA U N D R Y W E S T E L E V A T I O N SC A L E : 1 / 4 " = 1 ' - 0 " A3 LA U N D R Y E A S T E L E V A T I O N SC A L E : 1 / 4 " = 1 ' - 0 " A4 LA U N D R Y S O U T H E L E V SCALE: 1/4" = 1'-0"A5FOLDING TABLE1PAINTED MILLWORK/PANELING 2PAINTED GYP BOARD 3STONE PILASTER 4STONE BASE AS PER SCHEDULE 5NATURAL FINISH MILLWORK/PANELING 6NATURAL FINISH CASEWORK 7PAINTED CASEWORK 8WOOD AND BRONZE GRILLE 9WINDOW AS PER SCHEDULE 10DOOR AS PER SCHEDULE 11LIGHT FIXTURE AS PER SCHEDULE 12TV INSIDE CABINET, WITH POCKET DOORS 13STONE COLUMN 14LOCKERS 15PAINTED MURAL BY OWNER 16PROJECTION SURFACE 17AIR RETURN GRILLE 18DRINKING FOUNTAIN 19EXIT SIGN 20BAS RELIEF PANEL, OWNER SUPPLIED CONTRACTOR INSTALLED 21WALL COVERING 22ACOUSTICAL PLASTER 23COAT ROD WITH HANGERS, SEE SPEC 24DECORATIVE PAINT PATTERN 25PORCELAIN TILE, SEE SCHEDULE 26PORCELAIN TILE CHAIR RAIL, SEE SCHEDULE 27COVED TILE BASE, SEE SCHEDULE 28GRANITE COUNTERTOP 29LOCKABLE CABINET/DRAWERS 31SAFE BOLTED TO FIXED SHELF OR COUNTERTOP 32MIRROR WITH GRANITE FRAME, SEE DETAIL 33LINE OF AUSTRIAN DRAPE, PROVIDE BLOCKING IN WALL AT TOP AND BASE 34LINE OF MILLWORK SCREEN, SEE DETAILS 35MIRROR/ARTWORK, NIC. PROVIDE CONTINUOUS PLYWOOD BLOCKING IN WALL. SEE DETAIL 36KEYBOARD TRAY 37CLOTHING RETURN CABINET. PROVIDE 8" RIMMED HOLE IN COUNTERTOP, CENTERED IN CABINET.38STONE TOE KICK 39MICROWAVE 40REFRIGERATOR 41SOLID SURFACE COUNTERTOP 42UNDER CABINET LIGHT 43STONE TILE 44MARKERBOARD 45LAMINATE CABINETS 46MARKERBOARD CABINET 48ROLL OUT TRAYS AT INTERIOR 49GFRG, PAINTED 50WOOD LOCKER, EACH TO HAVE LOCK AND KEY WITH LOCKER #PAIRED W/ KEY 51ADJ METAL SHELVING 52NATURAL FINISH MILLWORK/PANELING - DIAMOND MATCHED 53DECORATIVE PLASTER ROSETTE1GRAB BAR (42")2GRAB BAR (36")3TOILET TISSUE DISPENSER 4SOAP DISPENSER SURFACE MOUNTED 5PAPER TOWEL DISPENSER WALL MOUNT 6SANITARY NAPKIN DISPOSAL (FLOOR BIN)7TOILET SEAT COVER DISPENSER 8BABY CHANGING STATION 9SANITARY NAPKIN DISPENSER 10VERTICAL GRAB BAR 11TRASH GROMMET 12METAL TRASH BIN, 24 GAL.13SOAP DISPENSER WALL MOUNTED 14ROBE HOOK 15HAIR DRYER 16SHOWER CURTAIN AND ROD 17WET CLOTHING DROP 18FOLDING ADA SHOWER SEAT KEYNOTES:RESTROOM ACCESSORY SCHEDULE 1AUG 27, 2012ADDENDUM 1 3SEPT 10, 2012ADDENDUM 3 4SEPT 17, 2012ADDENDUM 4 1 3 3 3 3 4 B3 AE 5 6 2 B1 AE 5 6 2 EL : 13 ' - 1 " EL : 12 ' - 7 1 / 4 " B5 AE 5 6 7 24 1' - 3 1 / 2 " 2' - 7 " 4' - 4 " 4' - 4 " 2' - 7 " 1' - 3 1 / 2 " 1' - 0 1 / 2 " 3' - 10 1/2" 2' - 2 1/2" 2' - 7" 1' - 7 1/2" 3' - 11"3' - 11" 1' - 7 1/2" 2' - 7" 2' - 2 1/2" 1' - 1 1 1 / 2 " 1' - 6 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 1' - 6 " EL : 12 ' - 2 3 / 8 " 3' - 0 1 / 2 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " B3 AE 5 7 0 8 AE 4 2 1 B1 C3 B3 B4 AE 4 2 1 A1 A3 A2 A4 KG 7 H CH A P E L 15 7 AE 5 4 7 A5 8 1 / 2 " 3' - 0 " 3' - 0 " 3' - 0 " EQ1' - 10"13' - 2"1' - 10"EQ 3' - 2 1/2" 6 5 / 8 " 3'-9 1/4"1'-11 1/8" 6 1 / 4 " 3'-2 1/2" LE V E L 1 10 0 ' - 0 " 1 2 5 4 5 5 B3 AE 5 7 2 C5 AE 5 7 5 1'-0 5/8"5"9'-6"5"9" AE 5 8 7 E4 1 3' - 1 1 / 2 " 1' - 3 1 / 2 " 7" 2' - 7 3 / 4 " 7" 7' - 3 3 / 4 " 7" 2' - 7 3 / 4 " 7" 1' - 3 1 / 2 " 3' - 1 7 / 8 " 2' - 3 1/2"A1 AE 5 7 5 LE V E L 1 10 0 ' - 0 " 1 1 2 10 417 5 A5 AE 5 7 0 C5 AE 5 7 5 1'-0 5/8"5"9'-6"5"9" 19 5 1 / 4 " 4' - 8 1 / 4 " 3 3 / 4 " 3 3 / 4 " 6' - 2 1 / 8 " 6 1 / 2 " 4' - 8 1 / 8 " 6 1 / 2 " 6' - 2 1 / 8 " 3 3 / 4 " AE 5 6 2 B3 4' - 0 " 2'-0"1'-6" D4 AE 5 5 1 LE V E L 1 10 0 ' - 0 " 1 1 2 5 4 5 5 B3 AE 5 7 2 A5 AE 5 7 0 C5 AE 5 7 5 A1 AE 5 7 5 9"5"9'-6"5"1'-0 5/8" 4" 2' - 6 " 3 3 / 4 " 1' - 3 1 / 2 " 7" 2' - 7 3 / 4 " 7" 7' - 3 3 / 4 " 7" 2' - 7 3 / 4 " 7" 1' - 3 1 / 2 " 3 3 / 4 " 2' - 6 " 3 3 / 4 " AE 5 6 2 B1 LEVEL 1 100' - 0"1 1 2 417510A5AE570C5AE575 11 5/8"5"9'-6"5"9" 3 3 / 4 " 6'-2 1/8"6 1/2"4'-8 1/8"6 1/2"6'-2 1/8"3 3/4"3 3/4"4'-8 1/4"5 1/4"4'-0"2'-4"1'-2"D4 AE551 LE V E L 1 10 0 ' - 0 " 1 21 4 5 10 11"10' - 3"9" A4 AE 5 6 7 A4 AE 6 0 8 LE V E L 1 10 0 ' - 0 " 3' - 1 0 " 3' - 1 0 " 8'-3" 1 21 6 C4 AE 5 9 0 A4 AE 5 6 7 11' - 0"11" LE V E L 1 10 0 ' - 0 " 1 21 4 5 10 11"10'-3"9" C3 AE 5 9 1 6 9"7'-6" 2' - 0 " 2' - 0 " 6 A4 AE 5 6 7 A4 AE 6 0 8 LEVEL 1 100' - 0"1 21 4105B3AE567A4AE608SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 5:28:32 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 \\psf\Home\Documents\A12_2011507_LDS Church Indianapolis Temple_Benh(Recovery).rvt CHAPEL CEILING,FLOOR &ELEVATIONS AE421Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012BHDF/CN/KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 4 " = 1 ' - 0 " D3 CH A P E L R E F L E C T E D C E I L I N G P L A N SC A L E : 1 / 4 " = 1 ' - 0 " D1 CH A P E L E N L A R G E D F L O O R P L A N SC A L E : 1 / 4 " = 1 ' - 0 " B1 CH A P E L W E S T E L E V A T I O N SC A L E : 1 / 4 " = 1 ' - 0 " C3 CH A P E L N O R T H E L E V A T I O N SC A L E : 1 / 4 " = 1 ' - 0 " B3 CH A P E L E A S T E L E V A T I O N SC A L E : 1/4" = 1'-0" B4 CH A P E L S O U T H E L E V A T I O N 1PAINTED MILLWORK/PANELING 2PAINTED GYP BOARD 3STONE PILASTER 4STONE BASE AS PER SCHEDULE 5NATURAL FINISH MILLWORK/PANELING 6NATURAL FINISH CASEWORK 7PAINTED CASEWORK 8WOOD AND BRONZE GRILLE 9WINDOW AS PER SCHEDULE 10DOOR AS PER SCHEDULE 11LIGHT FIXTURE AS PER SCHEDULE 12TV INSIDE CABINET, WITH POCKET DOORS 13STONE COLUMN 14LOCKERS 15PAINTED MURAL BY OWNER 16PROJECTION SURFACE 17AIR RETURN GRILLE 18DRINKING FOUNTAIN 19EXIT SIGN 20BAS RELIEF PANEL, OWNER SUPPLIED CONTRACTOR INSTALLED 21WALL COVERING 22ACOUSTICAL PLASTER 23COAT ROD WITH HANGERS, SEE SPEC 24DECORATIVE PAINT PATTERN 25PORCELAIN TILE, SEE SCHEDULE 26PORCELAIN TILE CHAIR RAIL, SEE SCHEDULE 27COVED TILE BASE, SEE SCHEDULE 28GRANITE COUNTERTOP 29LOCKABLE CABINET/DRAWERS 31SAFE BOLTED TO FIXED SHELF OR COUNTERTOP 32MIRROR WITH GRANITE FRAME, SEE DETAIL 33LINE OF AUSTRIAN DRAPE, PROVIDE BLOCKING IN WALL AT TOP AND BASE 34LINE OF MILLWORK SCREEN, SEE DETAILS 35MIRROR/ARTWORK, NIC. PROVIDE CONTINUOUS PLYWOOD BLOCKING IN WALL. SEE DETAIL 36KEYBOARD TRAY 37CLOTHING RETURN CABINET. PROVIDE 8" RIMMED HOLE IN COUNTERTOP, CENTERED IN CABINET.38STONE TOE KICK 39MICROWAVE 40REFRIGERATOR 41SOLID SURFACE COUNTERTOP 42UNDER CABINET LIGHT 43STONE TILE 44MARKERBOARD 45LAMINATE CABINETS 46MARKERBOARD CABINET 48ROLL OUT TRAYS AT INTERIOR 49GFRG, PAINTED 50WOOD LOCKER, EACH TO HAVE LOCK AND KEY WITH LOCKER #PAIRED W/ KEY 51ADJ METAL SHELVING 52NATURAL FINISH MILLWORK/PANELING - DIAMOND MATCHED 53DECORATIVE PLASTER ROSETTE SC A L E : 1 / 4 " = 1 ' - 0 " A1 HA L L 1 5 8 W E S T E L E V SC A L E : 1 / 4 " = 1 ' - 0 " A2 HA L L 1 5 8 E A S T E L E V SC A L E : 1 / 4 " = 1 ' - 0 " A3 HA L L 1 5 8 N O R T H E L E V A T I O N SC A L E : 1/4" = 1'-0" A4 HA L L 1 5 8 S O U T H E L E V A T I O N KEYNOTES: 8 K L. 9L E1 AE 5 6 2 E3 AE 5 6 2 22 22 EL : 14 ' - 6 3 / 8 " EL : 13 ' - 1 1 1 / 8 " EL : 13 ' - 1 1 7 / 8 " EL : 13 ' - 5 5 / 8 " 24 24 10 1 / 2 " 2' - 1 " 4' - 0 1 / 2 " 2' - 8 1 / 2 " 2' - 8 1 / 2 " 4' - 0 1 / 2 " 2' - 1 " 10 1 / 2 " CL CL 3' - 2"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6" 8 AE 4 2 2 C1 C2 B2 B1 K L. 9L 7 AE 5 8 1 A5 IN S T R U C T I O N A 15 9 EQ EQ 5'-2" AE 5 4 3 A3 3' - 0"3' - 0"3' - 0" LE V E L 1 10 0 ' - 0 " 1 15 9 5 5 4 A2 AE 5 5 3 4' - 2 1 / 4 " 2' - 1 1 " 3' - 8 3 / 8 " 4' - 1 0 " 3' - 8 3 / 8 " 2' - 1 1 " 1'-0" SP E A K E R E N C L O S U R E AN D G R I L L E S E E D E T A I L S 1'-4 5/8"8'-8 3/4"2'-7 1/4"9" 13'-5 5/8" 4 1 / 4 " 4' - 9 3 / 8 " 4 1 / 4 " 4' - 9 3 / 8 " 4 1 / 4 " 4' - 6 3 / 4 " 3 3 / 4 " 5' - 1 " 3 3 / 4 " 4' - 9 1 / 4 " 4 1 / 4 " D4 AE 5 7 2 AE 5 6 2 E3 LE V E L 1 10 0 ' - 0 " 1 5 5 4 17 3 3 15 15 15 15 10C4 AE 5 5 3 1' - 4 1/2"8' - 8 1/2"2' - 7 1/2"9" 4 1 / 4 " 3' - 8 " 4 1 / 4 " 1' - 7 1 / 8 " 4 1 / 4 " 2' - 8 1 / 2 " 4 1 / 4 " 5' - 1 " 4 1 / 4 " 2' - 8 1 / 2 " 4 1 / 4 " 1' - 7 1 / 8 " 4 1 / 4 " 3' - 8 " 4 1 / 4 " 1' - 2 1 / 2 " 2' - 4 1 / 2 " 6 3 / 4 " 5 1 / 4 " 1' - 7 1 / 8 " 5 1 / 4 " 2' - 8 1 / 4 " 5' - 8 " 2' - 8 1 / 4 " 5 1 / 4 " 1' - 7 1 / 8 " 5 1 / 4 " 6 3 / 4 " 2' - 4 1 / 2 " 1'-0" SP E A K E R E N C L O S U R E A N D GR I L L E S E E D E T A I L S SP E A K E R E N C L O S U R E A N D GR I L L E S E E D E T A I L S PR O J E C T O R E N C L O S U R E SE E D E T A I L S D4 AE 5 7 2 A2 AE 5 5 3 AE 5 6 2 E1 LE V E L 1 10 0 ' - 0 " 1 15 A2 AE 5 5 3 45 9"2'-7 1/4"8'-8 3/4"1'-4 5/8" 13'-5 5/8" 4 1 / 4 " 4' - 9 3 / 8 " 4 1 / 4 " 4' - 9 3 / 8 " 4 1 / 4 " 4' - 9 3 / 8 " 4 1 / 4 " 4' - 9 3 / 8 " 4 1 / 4 " 4' - 9 3 / 8 " 4 1 / 4 " 4' - 2 1 / 4 " 2' - 1 1 " 3' - 8 3 / 8 " 4' - 1 0 " 3' - 8 3 / 8 " 2' - 1 1 " 1'-0"D4 AE 5 7 2 LE V E L 1 10 0 ' - 0 " AE 5 8 6 E1 D3 AE 5 7 2 D4 AE 5 7 2 1 5 16 15 15 3 3 5 A3 AE 5 5 3 AE 5 8 0 E4 A2 AE 5 5 3 4 1'-4 5/8"8'-8 3/4"2'-7 1/4"9" 4 1 / 4 " 3' - 8 " 4 1 / 4 " 1' - 7 1 / 8 " 4 1 / 4 " 3' - 6 " 4 1 / 4 " 3' - 6 " 4 1 / 4 " 3' - 6 " 4 1 / 4 " 1' - 7 1 / 8 " 4 1 / 4 " 3' - 8 " 4 1 / 4 " 1' - 2 1 / 2 " 2' - 4 1 / 2 " 6 3 / 4 " 5 1 / 4 " 1' - 7 1 / 8 " 11 ' - 1 0 3 / 4 " 1' - 7 3 / 8 " 5 1 / 4 " 6 3 / 4 " 2' - 4 1 / 2 " 1' - 2 1 / 2 " SP E A K E R EN C L O S U R E A N D GR I L L E S E E D E T A I L S 1'-0" P1 7 LE V E L 1 10 0 ' - 0 " 21 5 10 51 4 9"2'-7 1/4"7'-8 3/4"11" 4 1 / 4 " 6' - 3 1 / 4 " 3 3 / 4 " 5' - 1 " 3 3 / 4 " 3' - 1 1 3 / 4 " 4 1 / 2 " A4 AE 5 6 7 A4 AE 5 7 2 A5 AE 5 7 2 LE V E L 1 10 0 ' - 0 " 1 21 4 10 5 19 5 10 3/4"7'-9"2'-7 1/4"9" 9 5 / 8 " 4' - 5 1 / 2 " 4 1 / 4 " 2' - 6 5 / 8 " 4 1 / 4 " A4 AE 5 7 2 A5 AE 5 7 2 A4 AE 5 6 7 LE V E L 1 10 0 ' - 0 " 21 5 10 5 1 4 11"7'-8 3/4"2'-7 1/4"9" 4" 5' - 5 3 / 8 " 3 3 / 4 " 5' - 1 " 3 3 / 4 " 4' - 1 0 " 4 1 / 4 " A4 AE 5 7 2 A5 AE 5 7 2 A4 AE 5 6 7 LE V E L 1 10 0 ' - 0 " 1 21 5 10 5 11"7'-8 3/4"2'-7 1/4"9" 4 4 1 / 4 " 1' - 0 1 / 8 " 4 1 / 4 " 5' - 1 1 / 8 " 4 1 / 4 " 1' - 0 1 / 8 " 4 1 / 4 " A4 AE 5 6 7 A4 AE 5 7 2 A5 AE 5 7 2 SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 5:28:36 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 \\psf\Home\Documents\A12_2011507_LDS Church Indianapolis Temple_Benh(Recovery).rvt INSTRUCTION A CEILING, FLOOR & ELEVATIONS AE422Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012BHDF/CN/KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 4 " = 1 ' - 0 " D2 IN S T R U C T I O N A R E F L E C T E D C E I L I N G P L A N SC A L E : 1 / 4 " = 1 ' - 0 " D1 IN S T R U C T I O N A E N L A R G E D F L O O R P L A N SC A L E : 1 / 4 " = 1 ' - 0 " C1 IN S T R U C T I O N A W E S T E L E V A T I O N SC A L E : 1 / 4 " = 1 ' - 0 " C2 IN S T R U C T I O N A N O R T H E L E V A T I O N SC A L E : 1 / 4 " = 1 ' - 0 " B2 IN S T R U C T I O N A E A S T E L E V A T I O N SC A L E : 1 / 4 " = 1 ' - 0 " B1 IN S T R U C T I O N A S O U T H E L E V A T I O N 1PAINTED MILLWORK/PANELING 2PAINTED GYP BOARD 3STONE PILASTER 4STONE BASE AS PER SCHEDULE 5NATURAL FINISH MILLWORK/PANELING 6NATURAL FINISH CASEWORK 7PAINTED CASEWORK 8WOOD AND BRONZE GRILLE 9WINDOW AS PER SCHEDULE 10DOOR AS PER SCHEDULE 11LIGHT FIXTURE AS PER SCHEDULE 12TV INSIDE CABINET, WITH POCKET DOORS 13STONE COLUMN 14LOCKERS 15PAINTED MURAL BY OWNER 16PROJECTION SURFACE 17AIR RETURN GRILLE 18DRINKING FOUNTAIN 19EXIT SIGN 20BAS RELIEF PANEL, OWNER SUPPLIED CONTRACTOR INSTALLED 21WALL COVERING 22ACOUSTICAL PLASTER 23COAT ROD WITH HANGERS, SEE SPEC 24DECORATIVE PAINT PATTERN 25PORCELAIN TILE, SEE SCHEDULE 26PORCELAIN TILE CHAIR RAIL, SEE SCHEDULE 27COVED TILE BASE, SEE SCHEDULE 28GRANITE COUNTERTOP 29LOCKABLE CABINET/DRAWERS 31SAFE BOLTED TO FIXED SHELF OR COUNTERTOP 32MIRROR WITH GRANITE FRAME, SEE DETAIL 33LINE OF AUSTRIAN DRAPE, PROVIDE BLOCKING IN WALL AT TOP AND BASE 34LINE OF MILLWORK SCREEN, SEE DETAILS 35MIRROR/ARTWORK, NIC. PROVIDE CONTINUOUS PLYWOOD BLOCKING IN WALL. SEE DETAIL 36KEYBOARD TRAY 37CLOTHING RETURN CABINET. PROVIDE 8" RIMMED HOLE IN COUNTERTOP, CENTERED IN CABINET.38STONE TOE KICK 39MICROWAVE 40REFRIGERATOR 41SOLID SURFACE COUNTERTOP 42UNDER CABINET LIGHT 43STONE TILE 44MARKERBOARD 45LAMINATE CABINETS 46MARKERBOARD CABINET 48ROLL OUT TRAYS AT INTERIOR 49GFRG, PAINTED 50WOOD LOCKER, EACH TO HAVE LOCK AND KEY WITH LOCKER #PAIRED W/ KEY 51ADJ METAL SHELVING 52NATURAL FINISH MILLWORK/PANELING - DIAMOND MATCHED 53DECORATIVE PLASTER ROSETTE SC A L E : 1 / 4 " = 1 ' - 0 " A1 VE S T I B U L E 1 5 5 E A S T SC A L E : 1 / 4 " = 1 ' - 0 " A2 VE S T I B U L E 1 5 5 S O U T H SC A L E : 1 / 4 " = 1 ' - 0 " A3 VE S T I B U L E 1 5 5 W E S T SC A L E : 1 / 4 " = 1 ' - 0 " A4 VE S T I B U L E 1 5 5 N O R T H KEYNOTES:X E1 AE 5 6 3 E3 AE 5 6 3 D1 AE 5 6 3 EL : 20 ' - 9 1 / 8 " 22 AE 5 4 1 B5 C1 AE 5 5 3 C2 AE 5 5 3 FI N I S H E D D R O P D O W N P A N E L AT T A C H E D T O P L A S M A S C R E E N AR M A T U R E A B V , S E E D E T A I L S EL : 17 ' - 1 0 1 / 2 " EL : 17 ' - 7 " EL : 11 ' - 3 7 / 8 " EL : 18 ' - 3 1 / 8 " EL : 17 ' - 7 " AE 5 6 0 B2 P1 0 P1 0 P9 IN S I D E O F PA N E L S 24 22 49 EL : 17 ' - 7 " EL : 17 ' - 6 7 / 8 " EL : 17 ' - 1 0 3 / 4 " 2' - 6 " 2' - 2 " 2' - 2 " 2' - 2 " 2' - 2 " 2' - 6 " 2' - 7 1 / 4 " 4' - 3 1/2" 1' - 2 " 1' - 5 " 5' - 4 " 1' - 7 " 1' - 7 " 5' - 4 " 1' - 5 " 3' - 4"6' - 6" 11" 1' - 1 1/2" 2' - 4"3' - 1"1' - 4" 6 1/2" 2' - 11"2' - 11" 6 1/2" 1' - 4"3' - 1"2' - 4" 1' - 1 1/2" 1' - 8 1 / 2 " CL CL CL AE 5 2 7 C5 Si m 4' - 2 5 / 8 " 8 1 / 4 " 2' - 4 3 / 8 " 8 1 / 4 " 4' - 2 5 / 8 " 10 11 AE 4 2 3 B5 A1 A2 A5 AE 4 2 4 A1 A3 A4 AE 4 2 4 A2 K L. 9L 9 M H 8. 7 AE 5 4 3 A1 AE 5 8 1 B5 AE 5 4 1 B2 PA S S T H R U 15 3 IN S T R U C T I O N B 15 4 VE S T I B U L E 15 4 A AE 4 2 4 B3 B4 AE 4 2 4 B3B4 AE 5 7 3 A1 AE 5 7 3 B1 AE 5 8 6 A3 10" ST E E L TU B E CO L U M N 2'-10 1/4"3'-0"7'-2 5/8"3'-0"3'-0" EQ EQ 1'-2" 8'-10 1/8"11'-2"1'-6 1/8"3'-3 3/4"2'-10 3/8"8'-1 3/4"3'-4 3/8"2'-10"1'-7" 2'-5 5/8" 2' - 1 0 3 / 4 " LEVEL 1 100' - 0"K C2 AE 5 7 3 L D3 AE 5 7 3 D4 AE 5 7 3 D2 AE573 1 4 2133 3 3 9 9 9 21 1 P9W6 1 P1 0 1 P9 5 7/8"4'-5 1/4"5 7/8" 1' - 7 7 / 8 " 3' - 6 3 / 4 " 1' - 2 1 / 8 " 4' - 7 7 / 8 " 1' - 2 1 / 8 " 3' - 6 3 / 4 " 1' - 7 7 / 8 " 5 7 / 8 " 4' - 5 1 / 4 " 5 7 / 8 " 1'-7 7/8"7 3/4"1'-7 7/8" AE 5 8 6 E2 B1 AE 5 7 3 11 3 3 21 1 1 1 4 4 A4 AE 5 5 3 C1 AE 5 5 3 C2 AE 5 5 3 P9W6 P9 1 P1 0 P9 RE C E S S E D H O U S I N G F O R F R O N T SP E A K E R A N D I R E M I T T E R 33 2'-8" 2'-7 1/2" 10 1 / 2 " M7 M7 B M7 B M7 5 7 / 8 " 1' - 1 0 3 / 4 " 5 7 / 8 " 1' - 7 7 / 8 " 13 ' - 5 7 / 8 " 1' - 7 7 / 8 " 5 7 / 8 " 1' - 1 0 3 / 4 " 5 7 / 8 " AE 5 8 6 E2 B1 AE 5 7 3 D2 AE 5 7 3 K L. 9 A4 AE 5 7 3 L 21 3 4 3 3 3 1 10 1 17 21 21 21 W6 1 P1 0 1 P9 P9 P9 5 7 / 8 " 4' - 5 1 / 4 " 5 7 / 8 " 1' - 7 7 / 8 " 5 3 / 4 " 5' - 1 " 5 7 / 8 " 7' - 7 1 / 8 " 5 7 / 8 " 1' - 7 7 / 8 " 5 7 / 8 " 4' - 5 1 / 4 " 5 7 / 8 " 1' - 7 7 / 8 " 7 3 / 4 " 1' - 7 7 / 8 " D2 AE 5 7 3 B1 AE 5 7 3 AE 5 8 6 E2 AE 5 6 3 E1 A1 AE 5 7 3 B1 AE 5 7 3 AE 5 8 6 E2 21 1 1 4 21 9 9 3 3 P9W6 1 P1 0 1 P9 21 21 5 7 / 8 " 1' - 1 0 3 / 4 " 5 7 / 8 " 1' - 7 7 / 8 " 5 7 / 8 " 1' - 7 5 / 8 " 5 7 / 8 " 3' - 6 5 / 8 " 1' - 2 1 / 8 " 3' - 6 5 / 8 " 5 7 / 8 " 1' - 7 5 / 8 " 5 7 / 8 " 1'-7 7/8"5 7/8"1'-10 3/4"5 7/8"D2 AE573AE563E3 SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 5:28:59 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 \\psf\Home\Documents\A12_2011507_LDS Church Indianapolis Temple_Benh(Recovery).rvt INSTRUCTION B CEILING, FLOOR & ELEVATIONS AE423Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012BH / RKDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 4 " = 1 ' - 0 " B2 IN S T R U C T I O N B R E F L E C T E D C E I L I N G P L A N SC A L E : 1 / 4 " = 1 ' - 0 " B1 IN S T R U C T I O N B E N L A R G E D F L O O R P L A N SC A L E : 1 / 4 " = 1 ' - 0 " B5 IN S T R U C T I O N B W E S T E L E V A T I O N SC A L E : 1 / 4 " = 1 ' - 0 " A1 IN S T R U C T I O N B N O R T H E L E V A T I O N SC A L E : 1 / 4 " = 1 ' - 0 " A2 IN S T R U C T I O N B E A S T E L E V A T I O N SC A L E : 1 / 4 " = 1 ' - 0 " A5 IN S T R U C T I O N B S O U T H E L E V A T I O N 1PAINTED MILLWORK/PANELING 2PAINTED GYP BOARD 3STONE PILASTER 4STONE BASE AS PER SCHEDULE 5NATURAL FINISH MILLWORK/PANELING 6NATURAL FINISH CASEWORK 7PAINTED CASEWORK 8WOOD AND BRONZE GRILLE 9WINDOW AS PER SCHEDULE 10DOOR AS PER SCHEDULE 11LIGHT FIXTURE AS PER SCHEDULE 12TV INSIDE CABINET, WITH POCKET DOORS 13STONE COLUMN 14LOCKERS 15PAINTED MURAL BY OWNER 16PROJECTION SURFACE 17AIR RETURN GRILLE 18DRINKING FOUNTAIN 19EXIT SIGN 20BAS RELIEF PANEL, OWNER SUPPLIED CONTRACTOR INSTALLED 21WALL COVERING 22ACOUSTICAL PLASTER 23COAT ROD WITH HANGERS, SEE SPEC 24DECORATIVE PAINT PATTERN 25PORCELAIN TILE, SEE SCHEDULE 26PORCELAIN TILE CHAIR RAIL, SEE SCHEDULE 27COVED TILE BASE, SEE SCHEDULE 28GRANITE COUNTERTOP 29LOCKABLE CABINET/DRAWERS 31SAFE BOLTED TO FIXED SHELF OR COUNTERTOP 32MIRROR WITH GRANITE FRAME, SEE DETAIL 33LINE OF AUSTRIAN DRAPE, PROVIDE BLOCKING IN WALL AT TOP AND BASE 34LINE OF MILLWORK SCREEN, SEE DETAILS 35MIRROR/ARTWORK, NIC. PROVIDE CONTINUOUS PLYWOOD BLOCKING IN WALL. SEE DETAIL 36KEYBOARD TRAY 37CLOTHING RETURN CABINET. PROVIDE 8" RIMMED HOLE IN COUNTERTOP, CENTERED IN CABINET.38STONE TOE KICK 39MICROWAVE 40REFRIGERATOR 41SOLID SURFACE COUNTERTOP 42UNDER CABINET LIGHT 43STONE TILE 44MARKERBOARD 45LAMINATE CABINETS 46MARKERBOARD CABINET 48ROLL OUT TRAYS AT INTERIOR 49GFRG, PAINTED 50WOOD LOCKER, EACH TO HAVE LOCK AND KEY WITH LOCKER #PAIRED W/ KEY 51ADJ METAL SHELVING 52NATURAL FINISH MILLWORK/PANELING - DIAMOND MATCHED 53DECORATIVE PLASTER ROSETTEKEYNOTES:X LE V E L 1 10 0 ' - 0 " 9 1 4 34 33 21 1 P9W6 1 P1 0 1 P1 2 1 P1 2 1 P1 1 1 P1 1 P9 A4 AE 5 7 4 A3 AE 5 7 3 5 1 / 2 " 7' - 1 7 / 8 " 6 1 / 2 " 7' - 0 1 / 8 " 5 7 / 8 " 4' - 1 0 1 / 8 " 10 5 / 8 " 1'-2"5 3/4"11'-11 3/8"5 7/8"2'-10 3/8"7 5/8" 1'-8 7/8"11'-10" 6 1/2" 2'-10 3/8" 7 5/8" LE V E L 1 10 0 ' - 0 " 4 10 1 P1 2 1 P1 2 1 P1 1 1 P1 1 11 A2 AE 5 7 4 SI M 6 1 / 2 " 3' - 1 0 " 6 1 / 2 " 3' - 1 0 " 6 1 / 2 " 1' - 2 1 / 4 " 6 1 / 2 " 5' - 2 3 / 4 " 6 1 / 2 " 1' - 2 7 / 8 " 6 1 / 2 " 7 5/8" 2'-10 3/8" 6 1/2" 11'-10" 6 1/2" 1'-2 3/8" LE V E L 1 10 0 ' - 0 " 7 410 10 34 33 P9 21 7 P9W6 7 P1 0 7 P1 2 7 P1 2 7 P1 1 7 P1 1 21 A4 AE 5 7 3 7 5/8"2'-10"6 1/4"11'-11 3/8"5 3/4"1'-1 3/8" 7 5/8"2'-9 1/2"7 3/8"11'-10"6 1/2"1'-1 3/4" 6 1/2" 5 3/4" 10 5 / 8 " 4' - 2 " 5 3 / 4 " 6' - 6 1 / 4 " 5 1 / 2 " 8 1 / 2 " 6 1 / 2 " 11 1 / 2 " 6 1 / 2 " 4' - 2 " 6 1 / 2 " 11 1 / 2 " 6 1 / 2 " LEVEL 1 100' - 0"33 1P91P101P91'-2 1/8"12'-11 1/4"2'-10"7 5/8"7 5/8"2'-10"12'-11 1/2"1'-1 7/8"1'-0 1/2"1'-7 7/8"1'-7 7/8"1'-0 1/2" 4 P9 2 P1 0 1 10 1/2"8'-10 1/2"9" 4P92P1012'-4"10"2'-0"10 1/2"8'-10 1/2"9"SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 5:29:14 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 \\psf\Home\Documents\A12_2011507_LDS Church Indianapolis Temple_Benh(Recovery).rvt PASS THRU ELEVATIONS AE424Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012RKDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 4 " = 1 ' - 0 " A1 PA S S T H R U W E S T E L E V A T I O N SC A L E : 1 / 4 " = 1 ' - 0 " A2 PA S S T H R U N O R T H E L E V A T I O N SC A L E : 1 / 4 " = 1 ' - 0 " A3 PA S S T H R U E A S T E L E V A T I O N SCALE: 1/4" = 1'-0"A4PASS THRU SOUTH ELEVATION1PAINTED MILLWORK/PANELING 2PAINTED GYP BOARD 3STONE PILASTER 4STONE BASE AS PER SCHEDULE 5NATURAL FINISH MILLWORK/PANELING 6NATURAL FINISH CASEWORK 7PAINTED CASEWORK 8WOOD AND BRONZE GRILLE 9WINDOW AS PER SCHEDULE 10DOOR AS PER SCHEDULE 11LIGHT FIXTURE AS PER SCHEDULE 12TV INSIDE CABINET, WITH POCKET DOORS 13STONE COLUMN 14LOCKERS 15PAINTED MURAL BY OWNER 16PROJECTION SURFACE 17AIR RETURN GRILLE 18DRINKING FOUNTAIN 19EXIT SIGN 20BAS RELIEF PANEL, OWNER SUPPLIED CONTRACTOR INSTALLED 21WALL COVERING 22ACOUSTICAL PLASTER 23COAT ROD WITH HANGERS, SEE SPEC 24DECORATIVE PAINT PATTERN 25PORCELAIN TILE, SEE SCHEDULE 26PORCELAIN TILE CHAIR RAIL, SEE SCHEDULE 27COVED TILE BASE, SEE SCHEDULE 28GRANITE COUNTERTOP 29LOCKABLE CABINET/DRAWERS 31SAFE BOLTED TO FIXED SHELF OR COUNTERTOP 32MIRROR WITH GRANITE FRAME, SEE DETAIL 33LINE OF AUSTRIAN DRAPE, PROVIDE BLOCKING IN WALL AT TOP AND BASE 34LINE OF MILLWORK SCREEN, SEE DETAILS 35MIRROR/ARTWORK, NIC. PROVIDE CONTINUOUS PLYWOOD BLOCKING IN WALL. SEE DETAIL 36KEYBOARD TRAY 37CLOTHING RETURN CABINET. PROVIDE 8" RIMMED HOLE IN COUNTERTOP, CENTERED IN CABINET.38STONE TOE KICK 39MICROWAVE 40REFRIGERATOR 41SOLID SURFACE COUNTERTOP 42UNDER CABINET LIGHT 43STONE TILE 44MARKERBOARD 45LAMINATE CABINETS 46MARKERBOARD CABINET 48ROLL OUT TRAYS AT INTERIOR 49GFRG, PAINTED 50WOOD LOCKER, EACH TO HAVE LOCK AND KEY WITH LOCKER #PAIRED W/ KEY 51ADJ METAL SHELVING 52NATURAL FINISH MILLWORK/PANELING - DIAMOND MATCHED 53DECORATIVE PLASTER ROSETTE SC A L E : 1 / 4 " = 1 ' - 0 " B3 PA S S T H R U V E S T I B U L E - A SCALE: 1/4" = 1'-0"B4PASS THRU VESTIBULE - BKEYNOTES: 11 12 FE G 9 HE. 2 11 . 7 E4 AE 5 6 4 E1 AE 5 6 4 C4 AE 5 6 4 EL : 20 ' - 1 5 / 8 " EL : 28 ' - 1 1 " D1 AE 5 5 0 AE 5 6 0 D4 24 24 49 B1 AE 5 6 4 MI L L W O R K A I R SU P P L Y S L O T S , SE E D E T A I L EL : 21 ' - 0 3 / 8 " 1' - 4 1/2"4' - 3 1/2"18' - 5"4' - 3 1/2"1' - 4 1/2" 3' - 1 1 1 / 2 " 1' - 2 1 / 2 " 6' - 9 1 / 2 " 1' - 5 1 / 2 " 1' - 5 1 / 2 " 6' - 9 1 / 2 " 1' - 2 1 / 2 " EL : 22 ' - 1 0 " CLCL 53 10 11 12 13 FE AE 4 2 5 A2 A3 A1 C3 G 9 HE. 2 11 . 7 LO B B Y 15 0 EL E C T R I C A L F L O O R B O X ( T Y P ) 3'-4 1/8"3'-2 5/8"18'-4 7/8"6'-6 5/8"6' - 9 1 / 2 " 9' - 1 0 3 / 8 " 3 5 / 8 " 6' - 9 3 / 8 " LE V E L 1 10 0 ' - 0 " D1 AE 5 7 4 C2 AE 5 7 4 C3 AE 5 7 4 C5 AE 5 7 4 C4 AE 5 7 4 7 4 3 3 9 9 1 9 1 P1 2 1 P1 2 1 P1 1 1 P1 1 24 24 B1 AE 5 6 4 6 1 / 2 " 5' - 1 0 " 6 1 / 2 " 2' - 0 " 4' - 9 1 / 4 " 1' - 0 1 / 2 " 4' - 9 1 / 4 " 1' - 0 1 / 2 " 4' - 9 1 / 4 " 2' - 0 " 6 1 / 2 " 5' - 1 0 " 6 1 / 2 " AE 5 6 4 E1 AE 5 8 7 E2 LEVEL 1 100' - 0"C1 AE574 AE 5 8 7 E2 4 3 1 3 17 35 1 P1 2 1 P1 2 1 P1 1 1 P1 1 2424 C3 AE574SIM 1 AE564E4 6 1 / 2 " 6' - 0 3 / 4 " 6 1 / 2 " 2' - 0 " 6 1/2"7'-1 3/8"6 1/2"2'-0"6 1/2"6'-0 3/4"6 1/2"C2 AE574 D3 AE550 PORTION OF STONE BASE TO BE INSTALLED POST DEDICATION LE V E L 1 10 0 ' - 0 " 1 4 3 3 10 10 9 9 9 1 1 P1 2 1 P1 2 1 P1 1 1 P1 1 11 P1 1 24 24 19 6 1 / 2 " 5' - 1 0 " 6 1 / 2 " 2' - 0 " 4' - 9 1 / 4 " 1' - 0 1 / 2 " 4' - 9 1 / 4 " 1' - 0 1 / 2 " 4' - 9 1 / 4 " 2' - 0 " 6 1 / 2 " 5' - 1 0 " 6 1 / 2 " 7 5/8" 2'-10 3/8"8'-0 1/8"4 1/4"7'-8 3/4"6 1/2" AE 5 8 7 E2 C3 AE 5 7 4 SI M C2 AE 5 7 4 D1 AE 5 7 4 SI M C1 AE 5 7 0 D1 AE 5 5 0 LEVEL 1 100' - 0"1 41733 10 35 1P121P121P111P11 2424 C3 AE574SIM C1 AE574C2AE574 AE 5 8 7 E2 6 1 / 2 " 6' - 0 3 / 4 " 6 1 / 2 " 2' - 0 " 6 1 / 2 " 7'-1 3/8"6 1/2"2'-0"6 1/2"6'-0 3/4"6 1/2"SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 5:29:50 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 \\psf\Home\Documents\A12_2011507_LDS Church Indianapolis Temple_Benh(Recovery).rvt LOBBY CEILING,FLOOR &ELEVATIONS AE425Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012BH / RKDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 4 " = 1 ' - 0 " C2 LO B B Y R E F L E C T E D C E I L I N G P L A N SC A L E : 1 / 4 " = 1 ' - 0 " C1 LO B B Y E N L A R G E D F L O O R P L A N SC A L E : 1 / 4 " = 1 ' - 0 " A2 LO B B Y W E S T E L E V A T I O N SC A L E : 1 / 4 " = 1 ' - 0 " A3 LO B B Y N O R T H E L E V A T I O N SC A L E : 1 / 4 " = 1 ' - 0 " A1 LO B B Y E A S T E L E V A T I O N SC A L E : 1 / 4 " = 1 ' - 0 " C3 LO B B Y S O U T H E L E V A T I O N KE Y N O T E S : 36 K E Y B O A R D T R A Y 37 C L O T H I N G R E T U R N C A B I N E T . P R O V I D E 8 " RI M M E D H O L E I N C O U N T E R T O P , C E N T E R E D IN C A B I N E T . 38 S T O N E T O E K I C K 39 M I C R O W A V E 40 R E F R I G E R A T O R 41 S O L I D S U R F A C E C O U N T E R T O P 42 U N D E R C A B I N E T L I G H T 43 S T O N E T I L E 44 M A R K E R B O A R D 45 L A M I N A T E C A B I N E T S 46 M A R K E R B O A R D C A B I N E T 48 R O L L O U T T R A Y S A T I N T E R I O R 49 G F R G , P A I N T E D 50 W O O D L O C K E R , E A C H T O H A V E L O C K A N D KE Y W I T H L O C K E R # P A I R E D W / K E Y 51 A D J M E T A L S H E L V I N G 52 N A T U R A L F I N I S H M I L L W O R K / P A N E L I N G - DI A M O N D M A T C H E D 53 D E C O R A T I V E P L A S T E R R O S E T T E 20 B A S R E L I E F P A N E L , O W N E R S U P P L I E D CO N T R A C T O R I N S T A L L E D 21 W A L L C O V E R I N G 22 A C O U S T I C A L P L A S T E R 23 C O A T R O D W I T H H A N G E R S , S E E S P E C 24 D E C O R A T I V E P A I N T P A T T E R N 25 P O R C E L A I N T I L E , S E E S C H E D U L E 26 P O R C E L A I N T I L E C H A I R R A I L , S E E SC H E D U L E 27 C O V E D T I L E B A S E , S E E S C H E D U L E 28 G R A N I T E C O U N T E R T O P 29 L O C K A B L E C A B I N E T / D R A W E R S 31 S A F E B O L T E D T O F I X E D S H E L F O R CO U N T E R T O P 32 M I R R O R W I T H G R A N I T E F R A M E , S E E D E T A I L 33 L I N E O F A U S T R I A N D R A P E , P R O V I D E BL O C K I N G I N W A L L A T T O P A N D B A S E 34 L I N E O F M I L L W O R K S C R E E N , S E E D E T A I L S 35 M I R R O R / A R T W O R K , N I C . P R O V I D E CO N T I N U O U S P L Y W O O D B L O C K I N G I N W A L L . SE E D E T A I L 1 P A I N T E D M I L L W O R K / P A N E L I N G 2 P A I N T E D G Y P B O A R D 3 S T O N E P I L A S T E R 4 S T O N E B A S E A S P E R S C H E D U L E 5 N A T U R A L F I N I S H M I L L W O R K / P A N E L I N G 6 N A T U R A L F I N I S H C A S E W O R K 7 P A I N T E D C A S E W O R K 8 W O O D A N D B R O N Z E G R I L L E 9 W I N D O W A S P E R S C H E D U L E 10 D O O R A S P E R S C H E D U L E 11 L I G H T F I X T U R E A S P E R S C H E D U L E 12 T V I N S I D E C A B I N E T , W I T H P O C K E T D O O R S 13 S T O N E C O L U M N 14 L O C K E R S 15 P A I N T E D M U R A L B Y O W N E R 16 P R O J E C T I O N S U R F A C E 17 A I R R E T U R N G R I L L E 18 D R I N K I N G F O U N T A I N 19 E X I T S I G N 10 11 ED 9 E4 AE 5 6 6 E2 AE 5 6 6 EL : 22 ' - 7 1 / 8 " AE 5 6 0 B4 24 49 2' - 2" 1' - 0"1' - 3" 1' - 11" 2' - 2 " 2' - 9 1/2"1' - 5 1/2" 1' - 1 1 " 53 10 11 E AE 4 2 6 A1 A2 A3 A4 AE 4 2 6 B3 9 E. 2 AE 5 8 1 D5 IN S T R U C T I O N 1 14 9 CL O S E T 14 9 A EQ EQ EQEQ LE V E L 1 10 0 ' - 0 " 3 1 3 9 A3 AE 5 7 4 D1 AE 5 7 4 SI M 4 1 P1 2 1 P1 2 1 P1 1 1 P1 1 P1 1 24 24 6 1 / 2 " 4' - 6 7 / 8 " 6 1 / 2 " 1' - 7 " 9 3 / 4 " 7' - 1 3 / 8 " 9 3 / 4 " 1' - 7 " 6 1 / 2 " 4' - 6 7 / 8 " 6 1 / 2 " 6 1/2"12'-1 5/8"6 1/2"3'-0"6" A2 AE 5 7 4 SI M AE 5 6 6 E4 AE 5 8 6 E4 LE V E L 1 10 0 ' - 0 " 3 3 24 A2 AE 5 7 4 SI M 35 4 1 P1 2 1 P1 2 1 P1 1 1 P1 1 24 6 1 / 2 " 2' - 5 1 / 4 " 6 1 / 2 " 1' - 7 " 6 1 / 2 " 5' - 7 1 / 2 " 6 1 / 2 " 1' - 7 " 6 1 / 2 " 2' - 5 1 / 4 " 6 1 / 2 " 6 1/2" 12'-1 5/8" 6 1/2" 3'-0" 6" AE 5 8 6 E4 AE 5 6 6 E2 A4 AE 5 7 4 C2 AE 5 7 4 LE V E L 1 10 0 ' - 0 " 3 3 17 10 10 C1 AE 5 7 4 4 1 P1 2 1 P1 2 1 P1 1 1 P1 1 24 24 6"3'-0"6 1/2"12'-1 5/8"6 1/2" 6 1 / 2 " 4' - 6 7 / 8 " 6 1 / 2 " 1' - 7 " 6 1 / 2 " 7' - 7 7 / 8 " 6 1 / 2 " 1' - 7 " 6 1 / 2 " 4' - 6 7 / 8 " 6 1 / 2 " 6 1/2" AE 5 8 6 E4 C2 AE 5 7 4 A4 AE 5 7 4 LEVEL 1 100' - 0"353243 4 1 P1 2 1 P1 2 1 P1 1 1 P1 1 24 A2 AE574SIMA4AE574C2AE574 6 1 / 2 " 2'-5 1/4"6 1/2"1'-7"6 1/2"5'-7 1/2"6 1/2"1'-7"6 1/2"2'-5 1/4"6 1/2"6 1/2"12'-1 5/8"6 1/2"3'-0"6" 7 C3 AE 5 9 0 28 38 P1 2 SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 5:30:28 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 \\psf\Home\Documents\A12_2011507_LDS Church Indianapolis Temple_Benh(Recovery).rvt INSTRUCTION 1 CEILING, FLOOR & ELEVATIONS AE426Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012RKDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 4 " = 1 ' - 0 " B2 IN S T R U C T I O N 1 R E F L E C T E D C E I L I N G P L A N SC A L E : 1 / 4 " = 1 ' - 0 " B1 IN S T R U C T I O N 1 E N L A R G E D F L O O R P L A N SC A L E : 1 / 4 " = 1 ' - 0 " A1 IN S T R U C T I O N 1 W E S T E L E V A T I O N SC A L E : 1 / 4 " = 1 ' - 0 " A2 IN S T R U C T I O N 1 I N T E R I O R E L E V - B SC A L E : 1 / 4 " = 1 ' - 0 " A3 IN S T R U C T I O N 1 E A S T E L E V A T I O N SC A L E : 1/4" = 1'-0" A4 IN S T R U C T I O N 1 I N T E R I O R E L E V - D SC A L E : 1 / 4 " = 1 ' - 0 " B3 CL O S E T E L E V A T I O N 1PAINTED MILLWORK/PANELING 2PAINTED GYP BOARD 3STONE PILASTER 4STONE BASE AS PER SCHEDULE 5NATURAL FINISH MILLWORK/PANELING 6NATURAL FINISH CASEWORK 7PAINTED CASEWORK 8WOOD AND BRONZE GRILLE 9WINDOW AS PER SCHEDULE 10DOOR AS PER SCHEDULE 11LIGHT FIXTURE AS PER SCHEDULE 12TV INSIDE CABINET, WITH POCKET DOORS 13STONE COLUMN 14LOCKERS 15PAINTED MURAL BY OWNER 16PROJECTION SURFACE 17AIR RETURN GRILLE 18DRINKING FOUNTAIN 19EXIT SIGN 20BAS RELIEF PANEL, OWNER SUPPLIED CONTRACTOR INSTALLED 21WALL COVERING 22ACOUSTICAL PLASTER 23COAT ROD WITH HANGERS, SEE SPEC 24DECORATIVE PAINT PATTERN 25PORCELAIN TILE, SEE SCHEDULE 26PORCELAIN TILE CHAIR RAIL, SEE SCHEDULE 27COVED TILE BASE, SEE SCHEDULE 28GRANITE COUNTERTOP 29LOCKABLE CABINET/DRAWERS 31SAFE BOLTED TO FIXED SHELF OR COUNTERTOP 32MIRROR WITH GRANITE FRAME, SEE DETAIL 33LINE OF AUSTRIAN DRAPE, PROVIDE BLOCKING IN WALL AT TOP AND BASE 34LINE OF MILLWORK SCREEN, SEE DETAILS 35MIRROR/ARTWORK, NIC. PROVIDE CONTINUOUS PLYWOOD BLOCKING IN WALL. SEE DETAIL 36KEYBOARD TRAY 37CLOTHING RETURN CABINET. PROVIDE 8" RIMMED HOLE IN COUNTERTOP, CENTERED IN CABINET.38STONE TOE KICK 39MICROWAVE 40REFRIGERATOR 41SOLID SURFACE COUNTERTOP 42UNDER CABINET LIGHT 43STONE TILE 44MARKERBOARD 45LAMINATE CABINETS 46MARKERBOARD CABINET 48ROLL OUT TRAYS AT INTERIOR 49GFRG, PAINTED 50WOOD LOCKER, EACH TO HAVE LOCK AND KEY WITH LOCKER #PAIRED W/ KEY 51ADJ METAL SHELVING 52NATURAL FINISH MILLWORK/PANELING - DIAMOND MATCHED 53DECORATIVE PLASTER ROSETTEKEYNOTES:X 10 11 B DB. 4 C 9 D4 AE 5 6 6 D2 AE 5 6 6 C1 AE 5 6 6 EL : 22 ' - 4 1 / 2 " EL : 18 ' - 1 0 " EL : 16 ' - 7 " EL : 17 ' - 3 7 / 8 " AE 5 6 0 D2 24 49 MI L L W O R K A I R SU P P L Y S L O T S , SE E D E T A I L B1 AE 5 6 4 CL CL 11"9 1/2"2' - 7"7' - 10"7' - 10"2' - 7"9 1/2"11" CL CL CL 3' - 6 " 3' - 0 " 1' - 9 " 1' - 9 " 3' - 0 " 3' - 6 " CL 4' - 4 3 / 4 " 5 7 / 8 " 11 " 5 7 / 8 " 7' - 7 1 / 4 " 5 7 / 8 " 11 " 5 7 / 8 " 4' - 4 3 / 4 " 1'-9 3/8"3'-1 3/4" AE 5 2 7 C5 Si m 53 10 11 B AE 4 2 7 B1 B2 A2 A1 DB. 4 C 9 AE 5 8 1 D5 IN S T R U C T I O N 2 14 8 EQEQ EQ EQ LE V E L 1 10 0 ' - 0 " 9 9 9 4 1 3 3 A2 AE 5 7 4 SI M A3 AE 5 7 4 D1 AE 5 7 4 SI M B4 AE 5 7 4 ST E E L B E A M 24 1 P1 2 1 P1 2 1 P1 1 P1 1 24 6 1/2"12'-0"6 1/2"3'-0"6" 6 1 / 2 " 4' - 5 1 / 8 " 6 1 / 2 " 1' - 7 " 4' - 1 7 / 8 " 5' - 9 3 / 4 " 4' - 1 7 / 8 " 1' - 7 " 6 1 / 2 " 4' - 5 1 / 8 " 6 1 / 2 " A4 AE 5 7 4 C2 AE 5 7 4 AE 5 8 6 E4 AE 5 6 6 D4 LE V E L 1 10 0 ' - 0 " D4 AE 5 6 6 4 3 3 35 AE 5 8 6 E4 24 1 P1 2 1 P1 2 1 P1 1 1 P1 1 24 6 1 / 2 " 4' - 8 1 / 8 " 6 1 / 2 " 1' - 7 " 6 1 / 2 " 6' - 9 7 / 8 " 6 1 / 2 " 1' - 7 " 6 1 / 2 " 4' - 8 1 / 8 " 6 1 / 2 " 6"3'-0"6 1/2"12'-0"6 1/2" C2 AE 5 7 4 A2 AE 5 7 4 SI M A4 AE 5 7 4 AE 5 6 6 D2 LE V E L 1 10 0 ' - 0 " B. 4 17 11 10 3 3 C1 AE 5 7 4 ST E E L B E A M 24 41 P1 2 6 1/2" 1 P1 2 1 P1 1 1 P1 1 24 6"3'-0"6 1/2"12'-0"6 1/2" 6 1 / 2 " 4' - 5 1 / 8 " 6 1 / 2 " 1' - 7 " 6 1 / 2 " 3' - 3 1 / 8 " 6 1 / 2 " 5' - 5 1 / 4 " 6 1 / 2 " 3' - 3 1 / 4 " 6 1 / 2 " 1' - 7 " 6 1 / 2 " 4' - 5 1 / 8 " 6 1 / 2 " C2 AE 5 7 4 A4 AE 5 7 4 AE 5 8 7 E2 LE V E L 1 10 0 ' - 0 " 3 3 4 35 24 1 P1 2 1 P1 2 1 P1 1 1 P1 1 24 A2 AE 5 7 4 SI M 6 1 / 2 " 4' - 8 1 / 8 " 6 1 / 2 " 1' - 7 " 6 1 / 2 " 6' - 1 0 " 6 1 / 2 " 1' - 7 " 6 1 / 2 " 4' - 8 1 / 8 " 6 1 / 2 " 6 1/2"12'-0"6 1/2"3'-0"6" C2 AE 5 7 4 A4 AE 5 7 4 AE 5 8 7 E2 SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 5:31:07 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 \\psf\Home\Documents\A12_2011507_LDS Church Indianapolis Temple_Benh(Recovery).rvt INSTRUCTION 2 CEILING, FLOOR & ELEVATIONS AE427Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012BH / RKDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 4 " = 1 ' - 0 " D2 IN S T R U C T I O N 2 R E F L E C T E D C E I L I N G P L A N SC A L E : 1 / 4 " = 1 ' - 0 " D1 IN S T R U C T I O N 2 E N L A R G E D F L O O R P L A N SC A L E : 1 / 4 " = 1 ' - 0 " B1 IN S T R U C T I O N 2 W E S T E L E V A T I O N SC A L E : 1 / 4 " = 1 ' - 0 " B2 IN S T R U C T I O N 2 N O R T H E L E V A T I O N SC A L E : 1 / 4 " = 1 ' - 0 " A2 IN S T R U C T I O N 2 E A S T E L E V A T I O N SC A L E : 1 / 4 " = 1 ' - 0 " A1 IN S T R U C T I O N 2 - S O U T H E L E V A T I O N 1PAINTED MILLWORK/PANELING 2PAINTED GYP BOARD 3STONE PILASTER 4STONE BASE AS PER SCHEDULE 5NATURAL FINISH MILLWORK/PANELING 6NATURAL FINISH CASEWORK 7PAINTED CASEWORK 8WOOD AND BRONZE GRILLE 9WINDOW AS PER SCHEDULE 10DOOR AS PER SCHEDULE 11LIGHT FIXTURE AS PER SCHEDULE 12TV INSIDE CABINET, WITH POCKET DOORS 13STONE COLUMN 14LOCKERS 15PAINTED MURAL BY OWNER 16PROJECTION SURFACE 17AIR RETURN GRILLE 18DRINKING FOUNTAIN 19EXIT SIGN 20BAS RELIEF PANEL, OWNER SUPPLIED CONTRACTOR INSTALLED 21WALL COVERING 22ACOUSTICAL PLASTER 23COAT ROD WITH HANGERS, SEE SPEC 24DECORATIVE PAINT PATTERN 25PORCELAIN TILE, SEE SCHEDULE 26PORCELAIN TILE CHAIR RAIL, SEE SCHEDULE 27COVED TILE BASE, SEE SCHEDULE 28GRANITE COUNTERTOP 29LOCKABLE CABINET/DRAWERS 31SAFE BOLTED TO FIXED SHELF OR COUNTERTOP 32MIRROR WITH GRANITE FRAME, SEE DETAIL 33LINE OF AUSTRIAN DRAPE, PROVIDE BLOCKING IN WALL AT TOP AND BASE 34LINE OF MILLWORK SCREEN, SEE DETAILS 35MIRROR/ARTWORK, NIC. PROVIDE CONTINUOUS PLYWOOD BLOCKING IN WALL. SEE DETAIL 36KEYBOARD TRAY 37CLOTHING RETURN CABINET. PROVIDE 8" RIMMED HOLE IN COUNTERTOP, CENTERED IN CABINET.38STONE TOE KICK 39MICROWAVE 40REFRIGERATOR 41SOLID SURFACE COUNTERTOP 42UNDER CABINET LIGHT 43STONE TILE 44MARKERBOARD 45LAMINATE CABINETS 46MARKERBOARD CABINET 48ROLL OUT TRAYS AT INTERIOR 49GFRG, PAINTED 50WOOD LOCKER, EACH TO HAVE LOCK AND KEY WITH LOCKER #PAIRED W/ KEY 51ADJ METAL SHELVING 52NATURAL FINISH MILLWORK/PANELING - DIAMOND MATCHED 53DECORATIVE PLASTER ROSETTEKEYNOTES:X LE V E L 1 10 0 ' - 0 " 1 21 4 11"10'-4"9" A4 AE 5 6 7 A4 AE 6 0 8 LE V E L 1 10 0 ' - 0 " 1 21 4 10 5 11"10'-4"9" A4 AE 5 6 7 A4 AE 6 0 8 LE V E L 1 10 0 ' - 0 " 1 21 4 A4 AE 5 6 7 A4 AE 6 0 8 9"10'-4"11" LE V E L 1 10 0 ' - 0 " 1 21 4 11"10'-4"9" A4 AE 5 6 7 A4 AE 6 0 8 LE V E L 1 10 0 ' - 0 " 1 21 4 11"10'-4"9" A4 AE 6 0 8 A4 AE 5 6 7 LE V E L 1 10 0 ' - 0 " 1 21 4 6 A5 AE 5 9 0 9"7'-0" 9"10'-4"11" 3' - 0 " 3' - 0 " A4 AE 6 0 8 A4 AE 5 6 7 LE V E L 1 10 0 ' - 0 " 1 21 4 9"10'-4"11" A4 AE 6 0 8 A4 AE 5 6 7 LE V E L 1 10 0 ' - 0 " 1 21 4 10 5 11"10'-4"9" A4 AE 5 6 7 A4 AE 6 0 8 LE V E L 1 10 0 ' - 0 " 10 1/2"8'-10 1/2"9" 10'-6" 1 21 4 6 9" A5 AE 5 6 7 A4 AE 6 0 8 LE V E L 1 10 0 ' - 0 " 2' - 6 " 1' - 5 1 / 2 " 2'-10" 2' - 6 " 2' - 6 " 2' - 6 " 2' - 6 " 1' - 6 " 3'-0"1'-8" 1 21 6 C2 AE 5 9 0 28 48 10 1/2"9'-7 1/2" A5 AE 5 6 7 LE V E L 1 10 0 ' - 0 " 1 21 4 2 6 5 9"8'-10 1/2"10 1/2" B3 AE 5 6 7 A4 AE 6 0 8 LE V E L 1 10 0 ' - 0 " 1 21 4 10 1/2"8'-10 1/2"9" A4 AE 6 0 8 A5 AE 5 6 7 LE V E L 1 10 0 ' - 0 " 1 21 4 10 10 1 4 5 5 11 1'-0"10'-3"9" B3 AE 5 6 7 A4 AE 6 0 8 LE V E L 1 10 0 ' - 0 " 1 21 4 1'-0"10'-3"9" B3 AE 5 6 7 A4 AE 6 0 8 LEVEL 1 100' - 0" 1 21 4 5 1 21 4 5 A5 AE 5 9 1 11 28 5 9"10'-3"1'-0" B3 AE 5 6 7 A4 AE 6 0 8 5' - 10 1/2"2'-9" 7' - 0 " 8' - 4 1 / 2 " LEVEL 1 100' - 0"1 5 421101'-0"10'-3"9"B3 AE567 A4 AE608 LE V E L 1 10 0 ' - 0 " 1' - 3 " 2' - 1 1 / 2 " 1 21 4 6 6 E4 AE 5 9 0 A5 AE 5 9 1 28 365 4 7/8"2'-11"2'-1"2'-6" 1'-2"15'-8"9" A2 AE 5 6 7 A4 AE 6 0 8 LE V E L 1 10 0 ' - 0 " 4' - 1 3 / 8 " 1' - 3 " 3' - 9 " 1' - 3 " 3' - 9 " 1' - 4 " 1' - 3 " 2' - 6 " 2' - 6 " 2' - 6 " 2' - 6 " 2' - 6 " 2' - 6 " 2' - 6 " 2' - 6 " 1' - 6 " 3'-0"2'-0"2'-6" 1 21 6 4 9" C1 AE 5 9 0 36 28 E5 AE 5 9 1 4 7/8" TY P 1'-2"15'-8"9" A2 AE 5 6 7 A4 AE 6 0 8 LE V E L 1 10 0 ' - 0 " 2'-6"2'-4"3'-0" 1 21 4 9 21 6 6 1 A2 AE 5 6 7 1 9"15'-8"1'-2" A4 AE 6 0 8 LEVEL 1 100' - 0" 1' - 3 " 4' - 3 " 1' - 3 " 1' - 3 " 2'-11"2'-4"2'-6" 2' - 6 " 2' - 9 " 2' - 9 " 1 21 4 5 66 C1 AE 5 9 0 36 E2 AE 5 9 1 TY P 1'-2"15'-8"9" A5 AE 6 0 8 A2 AE 5 6 7 SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 5:31:28 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 \\psf\Home\Documents\A12_2011507_LDS Church Indianapolis Temple_Benh(Recovery).rvt ADMIN SUITE ELEVATIONS AE428Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012BHDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 4 " = 1 ' - 0 " B1 CO U N S E L O R 1 1 1 W E S T SC A L E : 1 / 4 " = 1 ' - 0 " B2 CO U N S E L O R 1 1 1 N O R T H SC A L E : 1 / 4 " = 1 ' - 0 " B3 CO U N S E L O R 1 1 1 E A S T SC A L E : 1 / 4 " = 1 ' - 0 " B4 CO U N S E L O R 1 1 1 S O U T H SC A L E : 1 / 4 " = 1 ' - 0 " A1 CO U N S E L O R 1 1 2 W E S T SC A L E : 1 / 4 " = 1 ' - 0 " A2 CO U N S E L O R 1 1 2 N O R T H SC A L E : 1 / 4 " = 1 ' - 0 " A3 CO U N S E L O R 1 1 2 E A S T SC A L E : 1 / 4 " = 1 ' - 0 " A4 CO U N S E L O R 1 1 2 S O U T H SC A L E : 1 / 4 " = 1 ' - 0 " D1 BR E A K R O O M 1 1 9 - W E S T SC A L E : 1 / 4 " = 1 ' - 0 " D2 BR E A K R O O M 1 1 9 - N O R T H SC A L E : 1 / 4 " = 1 ' - 0 " D3 BR E A K R O O M 1 1 9 - E A S T SC A L E : 1 / 4 " = 1 ' - 0 " D4 BR E A K R O O M 1 1 9 - S O U T H SC A L E : 1 / 4 " = 1 ' - 0 " E1 WA I T I N G 1 0 7 , H A L L 1 0 8 - W E S T SC A L E : 1 / 4 " = 1 ' - 0 " E2 HA L L 1 0 8 - N O R T H SC A L E : 1 / 4 " = 1 ' - 0 " E3 WA I T I N G 1 0 7 , H A L L 1 0 8 - E A S T SCALE: 1/4" = 1'-0"E5WAITING 107 - SOUTH SC A L E : 1 / 4 " = 1 ' - 0 " C1 WO R K R O O M 1 0 6 - W E S T SC A L E : 1 / 4 " = 1 ' - 0 " C2 WO R K R O O M 1 0 6 - N O R T H SC A L E : 1 / 4 " = 1 ' - 0 " C3 WO R K R O O M 1 0 6 - E A S T SC A L E : 1 / 4 " = 1 ' - 0 " C4 WO R K R O O M 1 0 6 - S O U T H KEYNOTES:1PAINTED MILLWORK/PANELING 2PAINTED GYP BOARD 3STONE PILASTER 4STONE BASE AS PER SCHEDULE 5NATURAL FINISH MILLWORK/PANELING 6NATURAL FINISH CASEWORK 7PAINTED CASEWORK 8WOOD AND BRONZE GRILLE 9WINDOW AS PER SCHEDULE 10DOOR AS PER SCHEDULE 11LIGHT FIXTURE AS PER SCHEDULE 12TV INSIDE CABINET, WITH POCKET DOORS 13STONE COLUMN 14LOCKERS 15PAINTED MURAL BY OWNER 16PROJECTION SURFACE 17AIR RETURN GRILLE 18DRINKING FOUNTAIN 19EXIT SIGN 20BAS RELIEF PANEL, OWNER SUPPLIED CONTRACTOR INSTALLED 21WALL COVERING 22ACOUSTICAL PLASTER 23COAT ROD WITH HANGERS, SEE SPEC 24DECORATIVE PAINT PATTERN 25PORCELAIN TILE, SEE SCHEDULE 26PORCELAIN TILE CHAIR RAIL, SEE SCHEDULE 27COVED TILE BASE, SEE SCHEDULE 28GRANITE COUNTERTOP 29LOCKABLE CABINET/DRAWERS 31SAFE BOLTED TO FIXED SHELF OR COUNTERTOP 32MIRROR WITH GRANITE FRAME, SEE DETAIL 33LINE OF AUSTRIAN DRAPE, PROVIDE BLOCKING IN WALL AT TOP AND BASE 34LINE OF MILLWORK SCREEN, SEE DETAILS 35MIRROR/ARTWORK, NIC. PROVIDE CONTINUOUS PLYWOOD BLOCKING IN WALL. SEE DETAIL 36KEYBOARD TRAY 37CLOTHING RETURN CABINET. PROVIDE 8" RIMMED HOLE IN COUNTERTOP, CENTERED IN CABINET.38STONE TOE KICK 39MICROWAVE 40REFRIGERATOR 41SOLID SURFACE COUNTERTOP 42UNDER CABINET LIGHT 43STONE TILE 44MARKERBOARD 45LAMINATE CABINETS 46MARKERBOARD CABINET 48ROLL OUT TRAYS AT INTERIOR 49GFRG, PAINTED 50WOOD LOCKER, EACH TO HAVE LOCK AND KEY WITH LOCKER # PAIRED W/ KEY 51ADJ METAL SHELVING 52NATURAL FINISH MILLWORK/PANELING - DIAMOND MATCHED 53DECORATIVE PLASTER ROSETTE LE V E L 1 10 0 ' - 0 " 2 4 1 2 5 1 1 5"3'-10 7/8" 5" 11"5"9'-2"5"9" 1' - 6 " 11 9" 8" 6' - 1 1 1 / 4 " 5" 5" 6' - 1 1 1 / 4 " 1' - 5 1/2" A5 AE 5 7 0 C4 AE 5 7 0 C2 AE 5 7 0 C5 AE 5 7 5 D3 AE 5 6 7 PR O V I D E S O L I D B L O C K I N G F O R FU T U R E D R A P E I N S T A L L A T I O N . DR A P E N . I . C . LE V E L 1 10 0 ' - 0 " 2 4 1 2 11 9 95 52 1'-5 1/2"5" 3'-10 7/8" 5" 11" 5" 9'-2" 5" 9" 4' - 1 3 / 4 " 4' - 1 3 / 4 " 5" 6' - 1 7 / 8 " 5" A5 AE 5 7 0 C2 AE 5 7 0 C5 AE 5 7 5 D3 AE 5 6 7 PR O V I D E S O L I D B L O C K I N G F O R FU T U R E D R A P E I N S T A L L A T I O N . DR A P E N . I . C . LE V E L 1 10 0 ' - 0 " 2 4 2 11 1 9 9 9 5 52 4' - 1 7 / 8 " 5' - 9 7 / 8 " 4' - 1 7 / 8 " 5" 6' - 1 1 / 4 " 5" 9"5"9'-2"5"1'-4"3'-10 7/8"5"1' - 5 1/2" A5 AE 5 7 0 C2 AE 5 7 0 C5 AE 5 7 5 D3 AE 5 6 7 1 PR O V I D E S O L I D B L O C K I N G F O R FU T U R E D R A P E I N S T A L L A T I O N . DR A P E N . I . C . LEVEL 1 100' - 0" 2 4 2 11 1 1 10 5 3" 5" 5' - 9 1 / 2 " 8" 7' - 3 3 / 4 " 8" 5' - 9 1 / 2 " 5"5"3'-10 7/8"5"11"5"9'-2"5"9"1' - 5 1/2" A5 AE 5 7 0 C2 AE 5 7 0 C4 AE 5 7 0 C5 AE 5 7 5 D3 AE 5 6 7 6 1 / 2 " PR O V I D E S O L I D B L O C K I N G F O R FU T U R E D R A P E I N S T A L L A T I O N . DR A P E N . I . C . LE V E L 1 10 0 ' - 0 " 1 2 26 25 4 11 TILES2" 110 3 A5 AE 5 6 7 A4 AE 6 0 8 LE V E L 1 10 0 ' - 0 " 1 2 26 25 4 11 TILES2" A5 AE 5 6 7 A4 AE 6 0 8 LE V E L 1 10 0 ' - 0 " 1 2 26 25 4 5 9"11 TILES2" A5 AE 5 6 7 A4 AE 6 0 8 LE V E L 1 10 0 ' - 0 " 2 32 28 425 9"11 TILES2" 1 C1 AE 5 9 1 26 4 10 2 11 4' - 6 " 12 A5 AE 5 6 7 A4 AE 6 0 8 6" 6" 3 4 5 B AE 4 2 9 A1 A2 A3 A4 AE 4 2 9 B2 B3 B4 B1 AE 4 2 8 B1 B2 B3 B4 AE 4 2 8 A1 A2 A3 A4 D AE 4 2 9 B. 4 4. 8 C 4. 9 PR E S I D E N T OF F I C E 11 0 WA R D R O B E 11 0 A RE S T R O O M 11 0 B A5 1 3 2 5 6' - 5 1 / 2 " 6'-1 3/4" 3 4 5 A B DB. 4 4. 8 C 4. 9 EL : 17 ' - 1 0 3 / 8 " EL : 10 ' - 0 " EL : 10 ' - 0 " 22 2' - 0 1/2" 10 1 / 2 " 2' - 9 " 4' - 1 " 2' - 1" 1' - 1 1/2" 2' - 6" 3' - 4"7' - 10"3' - 4"3' - 4 1/2" 1' - 9 1 / 2 " 1' - 1 " 1' - 2 " 3' - 8 1 / 2 " 3' - 8 1 / 2 " 1' - 2 " 1' - 1 " 2' - 1 1 / 2 " 2' - 1 1 / 2 " 2' - 1 1 / 2 " 1'-2" 1' - 2 " 3' - 0 1/2"3' - 0 1/2"3' - 0 1/2" 4' - 0 " 4' - 0 " 3' - 5 " 1' - 8 " 1' - 1 1 " 1' - 1 1 " 3' - 4 1/2" 1' - 7"1' - 8"4' - 4 1/2"4' - 4 1/2"1' - 8"1' - 7"1' - 1 1/2" 3' - 5 1 / 2 " 3' - 2 1/2"3' - 0"3' - 0" 3' - 2 " 3' - 2 " 3' - 2 " 1' - 5 1/2"B3 AE 5 6 7 D5 AE 5 6 8 LEVEL 1 100' - 0"2C5AE590 31A2AE591 7'-0"4 7/8"6 48'-1 7/8"9"A5 AE567 SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/19/2012 4:00:04 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt PRESIDENTS OFFICE AE429Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012BHDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 4 " = 1 ' - 0 " B1 PR E S I D E N T S O U T H E L E V A T I O N SC A L E : 1 / 4 " = 1 ' - 0 " B2 PR E S I D E N T N O R T H E L E V A T I O N SC A L E : 1 / 4 " = 1 ' - 0 " B3 PR E S I D E N T E A S T E L E V A T I O N SC A L E : 1 / 4 " = 1 ' - 0 " B4 PR E S I D E N T W E S T E L E V A T I O N SC A L E : 1 / 4 " = 1 ' - 0 " A1 PR E S . R E S T R O O M - W E S T SC A L E : 1 / 4 " = 1 ' - 0 " A2 PR E S . R E S T R O O M - N O R T H SC A L E : 1 / 4 " = 1 ' - 0 " A3 PR E S . R E S T R O O M - E A S T SC A L E : 1 / 4 " = 1 ' - 0 " A4 PR E S . R E S T R O O M - S O U T H SC A L E : 1 / 4 " = 1 ' - 0 " D1 PR E S I D E N T S O F F I C E P L A N SC A L E : 1 / 4 " = 1 ' - 0 " D2 PR E S I D E N T S O F F I C E C E I L I N G P L A N SCALE: 1/4" = 1'-0"A5PRESIDENTS CLOSET1PAINTED MILLWORK/PANELING 2PAINTED GYP BOARD 3STONE PILASTER 4STONE BASE AS PER SCHEDULE 5NATURAL FINISH MILLWORK/PANELING 6NATURAL FINISH CASEWORK 7PAINTED CASEWORK 8WOOD AND BRONZE GRILLE 9WINDOW AS PER SCHEDULE 10DOOR AS PER SCHEDULE 11LIGHT FIXTURE AS PER SCHEDULE 12TV INSIDE CABINET, WITH POCKET DOORS 13STONE COLUMN 14LOCKERS 15PAINTED MURAL BY OWNER 16PROJECTION SURFACE 17AIR RETURN GRILLE 18DRINKING FOUNTAIN 19EXIT SIGN 20BAS RELIEF PANEL, OWNER SUPPLIED CONTRACTOR INSTALLED 21WALL COVERING 22ACOUSTICAL PLASTER 23COAT ROD WITH HANGERS, SEE SPEC 24DECORATIVE PAINT PATTERN 25PORCELAIN TILE, SEE SCHEDULE 26PORCELAIN TILE CHAIR RAIL, SEE SCHEDULE 27COVED TILE BASE, SEE SCHEDULE 28GRANITE COUNTERTOP 29LOCKABLE CABINET/DRAWERS 31SAFE BOLTED TO FIXED SHELF OR COUNTERTOP 32MIRROR WITH GRANITE FRAME, SEE DETAIL 33LINE OF AUSTRIAN DRAPE, PROVIDE BLOCKING IN WALL AT TOP AND BASE 34LINE OF MILLWORK SCREEN, SEE DETAILS 35MIRROR/ARTWORK, NIC. PROVIDE CONTINUOUS PLYWOOD BLOCKING IN WALL. SEE DETAIL 36KEYBOARD TRAY 37CLOTHING RETURN CABINET. PROVIDE 8" RIMMED HOLE IN COUNTERTOP, CENTERED IN CABINET.38STONE TOE KICK 39MICROWAVE 40REFRIGERATOR 41SOLID SURFACE COUNTERTOP 42UNDER CABINET LIGHT 43STONE TILE 44MARKERBOARD 45LAMINATE CABINETS 46MARKERBOARD CABINET 48ROLL OUT TRAYS AT INTERIOR 49GFRG, PAINTED 50WOOD LOCKER, EACH TO HAVE LOCK AND KEY WITH LOCKER # PAIRED W/ KEY 51ADJ METAL SHELVING 52NATURAL FINISH MILLWORK/PANELING - DIAMOND MATCHED 53DECORATIVE PLASTER ROSETTE1GRAB BAR (42")2GRAB BAR (36")3TOILET TISSUE DISPENSER 4SOAP DISPENSER SURFACE MOUNTED 5PAPER TOWEL DISPENSER WALL MOUNT 6SANITARY NAPKIN DISPOSAL (FLOOR BIN)7TOILET SEAT COVER DISPENSER 8BABY CHANGING STATION 9SANITARY NAPKIN DISPENSER 10VERTICAL GRAB BAR 11TRASH GROMMET 12METAL TRASH BIN, 24 GAL.13SOAP DISPENSER WALL MOUNTED 14ROBE HOOK 15HAIR DRYER 16SHOWER CURTAIN AND ROD 17WET CLOTHING DROP 18FOLDING ADA SHOWER SEAT KEYNOTES:RESTROOM ACCESSORY SCHEDULEx 4SEPT 17, 2012ADDENDUM 4 5SEPT 20, 2012ADDENDUM 5 4 5 5 5 5 5 5 5 5 5 EL : 18 ' - 7 1 / 8 " EL : 12 ' - 6 5 / 8 " EL : 12 ' - 6 5 / 8 " EL : 12 ' - 6 5 / 8 " EL : 12 ' - 6 5 / 8 " D4 AE 5 6 7 24 24 24 24 2' - 2 1 / 4 " 2' - 2 1 / 4 " 2' - 2 1 / 4 " 2' - 2 1 / 4 " 4' - 8 7 / 8 " 4' - 7 1/2"3' - 9"3' - 9" 3'-9 1/2" 3'-8 1/2" 3' - 1 0 1 / 2 " 1' - 3 1 / 2 " 2' - 8 " 1' - 9 " 11 " 3' - 4"3' - 4" 1' - 3 1 / 2 " 1' - 6 1 / 2 " 2' - 1 0 1 / 2 " 2' - 1 0 1 / 2 " 2' - 4 " 2' - 4 " 2' - 0 " 2' - 4 " 2' - 4 " 2' - 1 " 2'-3" 2' - 7 1 / 2 " AE 5 7 6 D4 5 AE 4 3 0 B1 B2 B3 B4 AE 4 3 0 A1 A2 A3 A4 D AE 4 3 0 A5 AE 4 3 0 A6 B. 4 C AE 5 4 3 E5 BR I D E / MA T R O N 11 5 WA R D R O B E 11 4 FO Y E R 11 6 WA R D R O B E 11 7 RE S T R O O M 11 8 2 1 3 5 9 11 8' - 5 1 / 4 " 14'-0 1/4" LE V E L 1 10 0 ' - 0 " 1 1 212 4 1'-10 5/8"3'-10 3/8"11 1/8"11'-0"7 5/8" 18'-3 5/8" 11 D4 AE 5 6 7 P9 P1 0 P9 W7 21 21 351 P9 5 7 / 8 " 3' - 6 3 / 8 " 5 7 / 8 " 7' - 5 7 / 8 " 5 7 / 8 " 3' - 6 3 / 8 " 5 7 / 8 " B4 AE 5 7 6 C4 AE 5 7 0 A4 AE 5 7 6 D4 AE 5 7 6 LE V E L 1 10 0 ' - 0 " 2 1 11 211 411 9 9 9 1 P9 P1 0 P9 W7 1 P1 0 7 5/8"11'-0"11"3'-10 1/2"1'-10 5/8" 5 7 / 8 " 6 5 / 8 " 5 7 / 8 " 3' - 3 " 5 7 / 8 " 1' - 7 3 / 8 " 5 7 / 8 " 3' - 3 " 5 7 / 8 " 1' - 7 3 / 8 " 5 7 / 8 " 3' - 3 " 5 7 / 8 " 6 5 / 8 " 5 7 / 8 " D4 AE 5 6 7 E4 AE 5 7 6 B4 AE 5 7 6 A4 AE 5 7 6 D4 AE 5 7 6 A3 AE 5 7 6 B3 AE 5 7 6 LE V E L 1 10 0 ' - 0 " 2 41 1 211 11 P9 P1 0 P9 W7 21 21 35 7 5/8"11'-0"11"3'-10 1/2"1'-10 5/8" 5 7 / 8 " 3' - 6 3 / 8 " 5 7 / 8 " 7' - 5 7 / 8 " 5 7 / 8 " 3' - 6 3 / 8 " 5 7 / 8 " D4 AE 5 6 7 B4 AE 5 7 6 A4 AE 5 7 6 D4 AE 5 7 6 C4 AE 5 7 0 B3 AE 5 7 6 LEVEL 1 100' - 0"11 211 411P9P10P9W71P102 7 5/8"11'-0"11"3'-10 1/2"1'-10 5/8" 7 1 / 4 " 4' - 7 1 / 8 " 5 7/8"6'-7 3/8"5 7/8"4'-7 1/8"7 1/4"D4 AE567 1' - 3 1 / 2 " 2'-0"1'-0"2'-0"10"1'-6"D4 AE551C4AE570B4 AE 5 7 6 A4 AE576D4AE576 2 425126 3101 2"11 TILES 8 1/8" D1 AE 5 6 7 2 26 425 1 9D1 AE 5 6 7 2 26 4251 11 TILES 5 D1 AE 5 6 7 LE V E L 1 10 0 ' - 0 " D1 AE 5 6 7 11 TILES2" 2 42512832 C1 AE 5 9 1 26 11 7 2 4 1' - 6 " 1211 6" 6" LEVEL 1 100' - 0"3'-0"3'-0"C5 AE590 21 471 8'-0 1/2"7 5/8"7'-0"4 7/8" E2 AE 5 9 1 TY P D1 AE567 P9 LEVEL 1 100' - 0"3'-8"3'-8"8'-0 1/2"C5 AE5902 471 7 5/8"7'-0"4 7/8"D1 AE567 P9 SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/17/2012 2:08:47 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt BRIDE CEILING,FLOOR &ELEVATIONS AE430Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012BHDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 4 " = 1 ' - 0 " C2 BR I D E R E F L E C T E D C E I L I N G P L A N SC A L E : 1 / 4 " = 1 ' - 0 " C1 BR I D E E N L A R G E D F L O O R P L A N SC A L E : 1 / 4 " = 1 ' - 0 " B1 BR I D E I N T E R I O R E L E V A T I O N - A SC A L E : 1 / 4 " = 1 ' - 0 " B2 BR I D E I N T E R I O R E L E V A T I O N - B SC A L E : 1 / 4 " = 1 ' - 0 " B3 BR I D E I N T E R I O R E L E V A T I O N - C SC A L E : 1/4" = 1'-0" B4 BR I D E I N T E R I O R E L E V A T I O N - D SC A L E : 1 / 4 " = 1 ' - 0 " A1 RE S T R O O M 1 1 8 - W E S T SC A L E : 1 / 4 " = 1 ' - 0 " A2 RE S T R O O M 1 1 8 - N O R T H SC A L E : 1 / 4 " = 1 ' - 0 " A3 RE S T R O O M 1 1 8 E A S T SC A L E : 1 / 4 " = 1 ' - 0 " A4 RE S T R O O M 1 1 8 - S O U T H SC A L E : 1/4" = 1'-0" A5 WA R D R O B E SCALE: 1/4" = 1'-0"A6WARDROBEKEYNOTES:1PAINTED MILLWORK/PANELING 2PAINTED GYP BOARD 3STONE PILASTER 4STONE BASE AS PER SCHEDULE 5NATURAL FINISH MILLWORK/PANELING 6NATURAL FINISH CASEWORK 7PAINTED CASEWORK 8WOOD AND BRONZE GRILLE 9WINDOW AS PER SCHEDULE 10DOOR AS PER SCHEDULE 11LIGHT FIXTURE AS PER SCHEDULE 12TV INSIDE CABINET, WITH POCKET DOORS 13STONE COLUMN 14LOCKERS 15PAINTED MURAL BY OWNER 16PROJECTION SURFACE 17AIR RETURN GRILLE 18DRINKING FOUNTAIN 19EXIT SIGN 20BAS RELIEF PANEL, OWNER SUPPLIED CONTRACTOR INSTALLED 21WALL COVERING 22ACOUSTICAL PLASTER 23COAT ROD WITH HANGERS, SEE SPEC 24DECORATIVE PAINT PATTERN 25PORCELAIN TILE, SEE SCHEDULE 26PORCELAIN TILE CHAIR RAIL, SEE SCHEDULE 27COVED TILE BASE, SEE SCHEDULE 28GRANITE COUNTERTOP 29LOCKABLE CABINET/DRAWERS 31SAFE BOLTED TO FIXED SHELF OR COUNTERTOP 32MIRROR WITH GRANITE FRAME, SEE DETAIL 33LINE OF AUSTRIAN DRAPE, PROVIDE BLOCKING IN WALL AT TOP AND BASE 34LINE OF MILLWORK SCREEN, SEE DETAILS 35MIRROR/ARTWORK, NIC. PROVIDE CONTINUOUS PLYWOOD BLOCKING IN WALL. SEE DETAIL 36KEYBOARD TRAY 37CLOTHING RETURN CABINET. PROVIDE 8" RIMMED HOLE IN COUNTERTOP, CENTERED IN CABINET.38STONE TOE KICK 39MICROWAVE 40REFRIGERATOR 41SOLID SURFACE COUNTERTOP 42UNDER CABINET LIGHT 43STONE TILE 44MARKERBOARD 45LAMINATE CABINETS 46MARKERBOARD CABINET 48ROLL OUT TRAYS AT INTERIOR 49GFRG, PAINTED 50WOOD LOCKER, EACH TO HAVE LOCK AND KEY WITH LOCKER # PAIRED W/ KEY 51ADJ METAL SHELVING 52NATURAL FINISH MILLWORK/PANELING - DIAMOND MATCHED 53DECORATIVE PLASTER ROSETTE 1 G R A B B A R ( 4 2 " ) 2 G R A B B A R ( 3 6 " ) 3 T O I L E T T I S S U E D I S P E N S E R 4 S O A P D I S P E N S E R S U R F A C E M O U N T E D 5 P A P E R T O W E L D I S P E N S E R W A L L M O U N T 6 S A N I T A R Y N A P K I N D I S P O S A L ( F L O O R B I N ) 7 T O I L E T S E A T CO V E R D I S P E N S E R 8 B A B Y C H A N G I N G S T A T I O N 9 S A N I T A R Y N A P K I N D I S P E N S E R 10 V E R T I C A L G R A B B A R 11 T R A S H G R O M M E T 12 M E T A L T R A S H B I N , 2 4 G A L . 13 S O A P D I S P E N S E R W A L L M O U N T E D 14 R O B E H O O K 15 H A I R D R Y E R 16 S H O W E R C U R T A I N A N D R O D 17 W E T C L O T H I N G D R O P 18 F O L D I N G A D A S H O W E R S E A T RE S T R O O M A C C E S S O R Y S C H E D U L E Xx 4SEPT 17, 2012ADDENDUM 4 4 LE V E L 1 10 0 ' - 0 " 1 21 4 5 A5 AE 5 6 7 A4 AE 6 0 8 6'-0"9" LE V E L 1 10 0 ' - 0 " 1 21 4 14 A5 AE 5 6 7 10 1/2"8'-10 1/2"9" LE V E L 1 10 0 ' - 0 " 1 21 4 14 A5 AE 5 6 7 9"6'-0" LEVEL 1 100' - 0" 1 21 4 14 A5 AE 5 6 7 6'-0"9" LE V E L 1 10 0 ' - 0 " 2'-10" 2' - 6 " 2' - 6 " 2' - 6 " 2' - 6 " 2' - 6 " 2' - 6 " 1 21 418 6 A5 AE 5 6 7 E1 AE 5 9 0 35 35 35 37 E4 AE 5 9 1 E2 AE 5 9 1 TY P A4 AE 6 0 8 4' - 9 1/2"9" 4' - 0 3 / 4 " 6'-0"9" LE V E L 1 10 0 ' - 0 " 1 4 21 14 A5 AE 5 6 7 6'-0"9" LE V E L 1 10 0 ' - 0 " 1 21 4 5 5 A5 AE 5 6 7 A4 AE 6 0 8 9"6'-0" LEVEL 1 100' - 0" 1 21 4561814A5AE567 6'-0"9" LE V E L 1 10 0 ' - 0 " 1 21 4 5 6 A5 AE 5 6 7 LE V E L 1 10 0 ' - 0 " 10 1/2"8'-10 1/2"9" 10'-6" 1 21 4 5 A5 AE 5 6 7 A4 AE 6 0 8 LE V E L 1 10 0 ' - 0 " 1 21 4 10 5 A5 AE 5 6 7 A4 AE 6 0 8 LE V E L 1 10 0 ' - 0 " 1 21 38 A4 AE 5 9 1 28 6 C5 AE 5 9 2 3' - 1 0 " 3' - 0 " 3' - 0 " A5 AE 5 6 7 7'-11" FE AE 4 3 1 C1 C2 C3 C4 D 6 E. 2 AE 4 3 1 B3 B2 B1 B4 AE 4 3 1 A1 A3 AE 4 3 1 A2 A4 AE 4 3 1 C5 FED 6 E. 2 2' - 10 1/2"3' - 0 1/2"3' - 0 1/2"3' - 0 1/2"3' - 0 1/2"3' - 0 1/2"3' - 0 1/2"3' - 0 1/2"3' - 0 1/2" 3' - 1 1 1 / 2 " 3' - 1 1 1 / 2 " 4' - 0 " 1' - 11"2' - 9"2' - 9"2' - 9"2' - 9"2' - 9"2' - 9"2' - 9"2' - 9"5' - 6"2' - 9"2' - 9" 2' - 6 1 / 2 " B3 AE 5 6 7 2' - 5 1 / 2 " 2' - 5 1 / 2 " 2' - 5 1 / 2 " 3'-0" 2' - 5 1 / 2 " 2' - 5 1 / 2 " 2' - 5 1 / 2 " 3'-1 1/2" 3' - 6"1' - 8"1' - 2"2' - 5"2' - 5" 1' - 2" 1' - 8" 3' - 1 1 / 2 " 2' - 4 1 / 2 " 2' - 4 1 / 2 " 4' - 9 " 2' - 4 1/2" 10 " 10 " 1' - 1 1 " 1'-0 3/4" 5' - 0 " A5 AE 5 6 7 EL : 10 ' - 6 " EL : 10 ' - 6 " EL : 10 ' - 6 " EL : 10 ' - 6 " EL : 12 ' - 0 " EL : 10 ' - 6 " LEVEL 1 100' - 0"9"6'-0"A5 AE567 SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 5:31:55 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 \\psf\Home\Documents\A12_2011507_LDS Church Indianapolis Temple_Benh(Recovery).rvt DRESSING ROOMS AE431Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012BHDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 4 " = 1 ' - 0 " B1 BR O T H E R S & S I S T E R S D R E S S I N G - A SC A L E : 1 / 4 " = 1 ' - 0 " B2 BR O T H E R S & S I S T E R S - B SC A L E : 1 / 4 " = 1 ' - 0 " B3 BR O T H E R S & S I S T E R S D R E S S I N G - C SC A L E : 1 / 4 " = 1 ' - 0 " B4 BR O T H E R S & S I S T E R S - D SC A L E : 1 / 4 " = 1 ' - 0 " A1 LO C K E R R O O M E L E V A T I O N SC A L E : 1 / 4 " = 1 ' - 0 " A2 LO C K E R R O O M E L E V A T I O N SC A L E : 1 / 4 " = 1 ' - 0 " A3 LO C K E R R O O M E L E V A T I O N SCALE: 1/4" = 1'-0" A4 LOCKER ROOM ELEVATION SC A L E : 1 / 4 " = 1 ' - 0 " C1 WO R K E R D R E S S I N G E L E V - A SC A L E : 1 / 4 " = 1 ' - 0 " C2 WO R K E R D R E S S I N G E L E V - B SC A L E : 1 / 4 " = 1 ' - 0 " C3 WO R K E R D R E S S I N G E L E V - C SC A L E : 1 / 4 " = 1 ' - 0 " C4 WO R K E R D R E S S I N G E L E V - D 1PAINTED MILLWORK/PANELING 2PAINTED GYP BOARD 3STONE PILASTER 4STONE BASE AS PER SCHEDULE 5NATURAL FINISH MILLWORK/PANELING 6NATURAL FINISH CASEWORK 7PAINTED CASEWORK 8WOOD AND BRONZE GRILLE 9WINDOW AS PER SCHEDULE 10DOOR AS PER SCHEDULE 11LIGHT FIXTURE AS PER SCHEDULE 12TV INSIDE CABINET, WITH POCKET DOORS 13STONE COLUMN 14LOCKERS 15PAINTED MURAL BY OWNER 16PROJECTION SURFACE 17AIR RETURN GRILLE 18DRINKING FOUNTAIN 19EXIT SIGN 20BAS RELIEF PANEL, OWNER SUPPLIED CONTRACTOR INSTALLED 21WALL COVERING 22ACOUSTICAL PLASTER 23COAT ROD WITH HANGERS, SEE SPEC 24DECORATIVE PAINT PATTERN 25PORCELAIN TILE, SEE SCHEDULE 26PORCELAIN TILE CHAIR RAIL, SEE SCHEDULE 27COVED TILE BASE, SEE SCHEDULE 28GRANITE COUNTERTOP 29LOCKABLE CABINET/DRAWERS 31SAFE BOLTED TO FIXED SHELF OR COUNTERTOP 32MIRROR WITH GRANITE FRAME, SEE DETAIL 33LINE OF AUSTRIAN DRAPE, PROVIDE BLOCKING IN WALL AT TOP AND BASE 34LINE OF MILLWORK SCREEN, SEE DETAILS 35MIRROR/ARTWORK, NIC. PROVIDE CONTINUOUS PLYWOOD BLOCKING IN WALL. SEE DETAIL 36KEYBOARD TRAY 37CLOTHING RETURN CABINET. PROVIDE 8" RIMMED HOLE IN COUNTERTOP, CENTERED IN CABINET.38STONE TOE KICK 39MICROWAVE 40REFRIGERATOR 41SOLID SURFACE COUNTERTOP 42UNDER CABINET LIGHT 43STONE TILE 44MARKERBOARD 45LAMINATE CABINETS 46MARKERBOARD CABINET 48ROLL OUT TRAYS AT INTERIOR 49GFRG, PAINTED 50WOOD LOCKER, EACH TO HAVE LOCK AND KEY WITH LOCKER #PAIRED W/ KEY 51ADJ METAL SHELVING 52NATURAL FINISH MILLWORK/PANELING - DIAMOND MATCHED 53DECORATIVE PLASTER ROSETTEKEYNOTES: SC A L E : 1 / 4 " = 1 ' - 0 " D3 DR E S S I N G E N L A R G E D F L O O R P L A N SC A L E : 1 / 4 " = 1 ' - 0 " D1 DR E S S I N G R E F L E C T E D C E I L I N G P L A N SCALE: 1/4" = 1'-0"C5INSTRUCTION DRESSING ELEV E AE 4 3 2 E1 E2 E3 E4 AE 4 3 2 D1 D2 D3 D4 E. 2 RE S T R O O M - ME N 13 2 RE S T R O O M - WO M E N 12 2 1 2 3 6 5 66 33 1 2 3 5 11 11 1' - 0 " EQEQ 1' - 0 " 44 44 9 AE 4 5 0 D2 (T Y P . ) 7'-4" 7'-4" 4' - 7 " 4' - 1 1 " LE V E L 1 10 0 ' - 0 " 1 2 26 25 27 12 FULL TILES2" A5 AE 5 6 7 LE V E L 1 10 0 ' - 0 " 1 2 26 25 27 2"12 FULL TILES 5 A5 AE 5 6 7 LE V E L 1 10 0 ' - 0 " 2'-9" 1 2 26 25 27 32 28 C1 AE 5 9 1 12 TILES2" 11 4 27 11 12 1' - 8 " E1 AE 5 9 1 A5 AE 5 6 7 6" 6" 6" LEVEL 1 100' - 0"1 2 26 25 27 12 TILES2" 110 3 A5 AE 5 6 7 LE V E L 1 10 0 ' - 0 " 2'-9" 1 2 26 25 27 32 28 11 27 4 11 TY P . 12 1' - 8 " E1 AE 5 9 1 C1 AE 5 9 1 A5 AE 5 6 7 6" EQ 6" EQ 6" LE V E L 1 10 0 ' - 0 " 2'-9"1 2 26 25 27 12 TILES2" 5 A5 AE 5 6 7 LE V E L 1 10 0 ' - 0 " 1 2 26 25 27 9 A5 AE 5 6 7 LEVEL 1 100' - 0" 1 2 26 25 27 12 TILES2" 10 1 3A5 AE 5 6 7 E E. 2 2'-4"1'-9"3'-0"3'-7" 2'-1 1/2"2'-1 1/2"2'-1 1/2" 2' - 1 0 " 2' - 0 " 2'-4"1'-9"3'-0"3'-7" 2'-1 1/2"2'-1 1/2"2'-1 1/2" 2' - 1 0 " 2' - 0 " 11 1/4" 11 1/4" SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/17/2012 2:12:00 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt ENLARGED RESTROOM PLANS & ELEV.AE432Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012BHDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 4 " = 1 ' - 0 " B1 ME N S & W O M E N S R E S T R O O M P L A N SC A L E : 1 / 4 " = 1 ' - 0 " E1 RE S T R O O M - M E N SC A L E : 1 / 4 " = 1 ' - 0 " E2 RE S T R O O M - M E N SC A L E : 1 / 4 " = 1 ' - 0 " E3 RE S T R O O M - M E N SC A L E : 1 / 4 " = 1 ' - 0 " E4 RE S T R O O M - M E N SC A L E : 1 / 4 " = 1 ' - 0 " D1 RE S T R O O M 1 2 1 - W E S T SC A L E : 1 / 4 " = 1 ' - 0 " D2 RE S T R O O M 1 2 1 - N O R T H SC A L E : 1 / 4 " = 1 ' - 0 " D3 RE S T R O O M 1 2 1 - E A S T SC A L E : 1 / 4 " = 1 ' - 0 " D4 RE S T R O O M - W O M E N 1PAINTED MILLWORK/PANELING 2PAINTED GYP BOARD 3STONE PILASTER 4STONE BASE AS PER SCHEDULE 5NATURAL FINISH MILLWORK/PANELING 6NATURAL FINISH CASEWORK 7PAINTED CASEWORK 8WOOD AND BRONZE GRILLE 9WINDOW AS PER SCHEDULE 10DOOR AS PER SCHEDULE 11LIGHT FIXTURE AS PER SCHEDULE 12TV INSIDE CABINET, WITH POCKET DOORS 13STONE COLUMN 14LOCKERS 15PAINTED MURAL BY OWNER 16PROJECTION SURFACE 17AIR RETURN GRILLE 18DRINKING FOUNTAIN 19EXIT SIGN 20BAS RELIEF PANEL, OWNER SUPPLIED CONTRACTOR INSTALLED 21WALL COVERING 22ACOUSTICAL PLASTER 23COAT ROD WITH HANGERS, SEE SPEC 24DECORATIVE PAINT PATTERN 25PORCELAIN TILE, SEE SCHEDULE 26PORCELAIN TILE CHAIR RAIL, SEE SCHEDULE 27COVED TILE BASE, SEE SCHEDULE 28GRANITE COUNTERTOP 29LOCKABLE CABINET/DRAWERS 31SAFE BOLTED TO FIXED SHELF OR COUNTERTOP 32MIRROR WITH GRANITE FRAME, SEE DETAIL 33LINE OF AUSTRIAN DRAPE, PROVIDE BLOCKING IN WALL AT TOP AND BASE 34LINE OF MILLWORK SCREEN, SEE DETAILS 35MIRROR/ARTWORK, NIC. PROVIDE CONTINUOUS PLYWOOD BLOCKING IN WALL. SEE DETAIL 36KEYBOARD TRAY 37CLOTHING RETURN CABINET. PROVIDE 8" RIMMED HOLE IN COUNTERTOP, CENTERED IN CABINET.38STONE TOE KICK 39MICROWAVE 40REFRIGERATOR 41SOLID SURFACE COUNTERTOP 42UNDER CABINET LIGHT 43STONE TILE 44MARKERBOARD 45LAMINATE CABINETS 46MARKERBOARD CABINET 48ROLL OUT TRAYS AT INTERIOR 49GFRG, PAINTED 50WOOD LOCKER, EACH TO HAVE LOCK AND KEY WITH LOCKER #PAIRED W/ KEY 51ADJ METAL SHELVING 52NATURAL FINISH MILLWORK/PANELING - DIAMOND MATCHED 53DECORATIVE PLASTER ROSETTE1GRAB BAR (42")2GRAB BAR (36")3TOILET TISSUE DISPENSER 4SOAP DISPENSER SURFACE MOUNTED 5PAPER TOWEL DISPENSER WALL MOUNT 6SANITARY NAPKIN DISPOSAL (FLOOR BIN)7TOILET SEAT COVER DISPENSER 8BABY CHANGING STATION 9SANITARY NAPKIN DISPENSER 10VERTICAL GRAB BAR 11TRASH GROMMET 12METAL TRASH BIN, 24 GAL.13SOAP DISPENSER WALL MOUNTED 14ROBE HOOK 15HAIR DRYER 16SHOWER CURTAIN AND ROD 17WET CLOTHING DROP 18FOLDING ADA SHOWER SEAT KEYNOTES:RESTROOM ACCESSORY SCHEDULE SC A L E : 1 / 4 " = 1 ' - 0 " B2 ME N S A N D W O M E N S R E S T R O O M C E I L I N G P L A N 4SEPT 17, 2012ADDENDUM 4 4 4 LE V E L 1 10 0 ' - 0 " 9 4 21 1 9 4' - 8 " 9" 4' - 8 " 5 1 / 2 " 4' - 2 1 / 2 " 5 1 / 2 " 1'-5 5/8"5 1/2"15'-4 3/4"5 1/2"9" D3 AE 5 6 7 C5 AE 5 7 5 A5 AE 5 7 0 LE V E L 1 10 0 ' - 0 " 4 2 1 5 1 17 C4 AE 5 7 0 C5 AE 5 7 5 6 1 / 2 " 4' - 2 " 6 3 / 4 " 2' - 7 1 / 2 " 5 1 / 2 " D3 AE 5 6 7 9"5"15'-5 3/4"5"1'-5 5/8" 1'-6" 2'-0" 2' - 0 " 10 1 / 4 " LE V E L 1 10 0 ' - 0 " 2 1 1 5 5 D3 AE 5 6 7 5" 4' - 2 " 5 1 / 2 " 4 7 / 8 " 5 1 / 2 " 4' - 2 " 5 1 / 2 " 4' - 7 1 / 2 " 5 1 / 2 " 1'-5 5/8"5" 15'-5 3/4" 5" 9" 5" 4 A5 AE 5 7 0 C4 AE 5 7 0 C5 AE 5 7 5 LE V E L 1 10 0 ' - 0 " 4 2 1 1 1'-5 5/8"5" 15'-5 3/4" 5" 9" 5 1 / 2 " 7' - 5 3 / 8 " 5 1 / 2 " 6" 6" A5 AE 5 7 0 C5 AE 5 7 5 D3 AE 5 6 7 LE V E L 1 10 0 ' - 0 " 2' - 6"2' - 3"5"8' - 1 1/2"5"9" 4 34 1 1 P1 0 2 P1 0 P9P9 49 P9 1 E4 AE 5 4 7 D5 AE 5 4 7 5" 3' - 7 " 5" 1' - 0 " 5" 3' - 7 " 5" C5 AE 5 7 5 A5 AE 5 7 0 A5 AE 5 6 8 A5 AE 5 7 6 C3 AE 5 7 6 LE V E L 1 10 0 ' - 0 " 4 5 41 1 1 P1 0 2 P1 0 P9P9 49 P9 1 2' - 6"2' - 3"5"8' - 1 1/2"5"9" 5" 3' - 7 " 5" 1' - 0 " 4' - 5 " C5 AE 5 7 5 A5 AE 5 7 0 A5 AE 5 6 8 LE V E L 1 10 0 ' - 0 " 4111 12 17 P1 0 2 P1 0 P9P9 49 P9 9"5"8' - 1 1/2"5"2' - 3"2' - 6" 5" 3' - 7 " 5" 1' - 0 " 5" 3' - 7 " 5" A5 AE 5 7 0 C5 AE 5 7 5 A5 AE 5 6 8 AE 5 7 6 D5 LE V E L 1 10 0 ' - 0 " 4 23 1 1 P1 0 2 P1 0 P9P9 49 P9 1 5" 3' - 7 " 5" 1' - 0 " 5" 3' - 7 " 5" 2'-6"2'-3"5"8'-1 1/2"5"9" A5 AE 5 7 0 C5 AE 5 7 5 A5 AE 5 6 8 B AE 4 3 3 B1 B2 B3 B4 AE 4 3 3 C1 C3 AE 4 3 3 B. 4 C C2 C4 12 3 4 1 2 3 4 IN S T R U C T I O N - WO M E N 12 7 IN S T R U C T I O N D 12 7 B HA L L 12 7 C IN S T R U C T I O N D 12 7 A 8'-2"4'-5 3/4" 6' - 3 7 / 8 " 3' - 9 1 / 4 " SI N K SI N K AE 5 7 6 C5 AE 5 7 6 C3 B B. 4 C 6 EL : 18 ' - 6 3 / 8 " EL : 14 ' - 6 " EL : 12 ' - 0 " EL : 14 ' - 6 " A5 AE 5 6 8 C5 AE 5 6 8 24 24 49 49 1' - 2 " 2' - 1 3 / 4 " 2' - 5 1/2"5' - 1" 2'-5"2'-6 1/2"2'-6 1/2" 2' - 7 " 1'-3 1/4" 2' - 1 " 1' - 1 0 " 1' - 1 0 " 2' - 1 " 3' - 1 1 1 / 2 " 4' - 3"2' - 8 1/2" 2' - 5 1 / 2 " 5' - 1 " AE 5 7 6 C3 11 " SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/27/2012 10:54:40 AM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt INSTRUCTION ROOMS AE433Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012BHDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 4 " = 1 ' - 0 " C1 IN S T R U C T I O N N O R T H E L E V A T I O N SC A L E : 1 / 4 " = 1 ' - 0 " C2 IN S T R U C T I O N E A S T E L E V SC A L E : 1 / 4 " = 1 ' - 0 " C3 IN S T R U C T I O N S O U T H E L E V A T I O N SC A L E : 1 / 4 " = 1 ' - 0 " C4 IN S T R U C T I O N W E S T E L E V A T I O N SC A L E : 1 / 4 " = 1 ' - 0 " B1 IN S T R U C T I O N W E S T E L E V SC A L E : 1 / 4 " = 1 ' - 0 " B2 IN S T R U C T I O N N O R T H E L E V SC A L E : 1 / 4 " = 1 ' - 0 " B3 IN S T R U C T I O N E A S T E L E V SC A L E : 1 / 4 " = 1 ' - 0 " B4 IN S T R U C T I O N S O U T H E L E V SC A L E : 1 / 4 " = 1 ' - 0 " D1 IN S T R U C T I O N E N L A R G E D P L A N SC A L E : 1 / 4 " = 1 ' - 0 " D3 IN S T R U C T I O N R E F L E C T E D C E I L I N G P L A N 1PAINTED MILLWORK/PANELING 2PAINTED GYP BOARD 3STONE PILASTER 4STONE BASE AS PER SCHEDULE 5NATURAL FINISH MILLWORK/PANELING 6NATURAL FINISH CASEWORK 7PAINTED CASEWORK 8WOOD AND BRONZE GRILLE 9WINDOW AS PER SCHEDULE 10DOOR AS PER SCHEDULE 11LIGHT FIXTURE AS PER SCHEDULE 12TV INSIDE CABINET, WITH POCKET DOORS 13STONE COLUMN 14LOCKERS 15PAINTED MURAL BY OWNER 16PROJECTION SURFACE 17AIR RETURN GRILLE 18DRINKING FOUNTAIN 19EXIT SIGN 20BAS RELIEF PANEL, OWNER SUPPLIED CONTRACTOR INSTALLED 21WALL COVERING 22ACOUSTICAL PLASTER 23COAT ROD WITH HANGERS, SEE SPEC 24DECORATIVE PAINT PATTERN 25PORCELAIN TILE, SEE SCHEDULE 26PORCELAIN TILE CHAIR RAIL, SEE SCHEDULE 27COVED TILE BASE, SEE SCHEDULE 28GRANITE COUNTERTOP 29LOCKABLE CABINET/DRAWERS 31SAFE BOLTED TO FIXED SHELF OR COUNTERTOP 32MIRROR WITH GRANITE FRAME, SEE DETAIL 33LINE OF AUSTRIAN DRAPE, PROVIDE BLOCKING IN WALL AT TOP AND BASE 34LINE OF MILLWORK SCREEN, SEE DETAILS 35MIRROR/ARTWORK, NIC. PROVIDE CONTINUOUS PLYWOOD BLOCKING IN WALL. SEE DETAIL 36KEYBOARD TRAY 37CLOTHING RETURN CABINET. PROVIDE 8" RIMMED HOLE IN COUNTERTOP, CENTERED IN CABINET.38STONE TOE KICK 39MICROWAVE 40REFRIGERATOR 41SOLID SURFACE COUNTERTOP 42UNDER CABINET LIGHT 43STONE TILE 44MARKERBOARD 45LAMINATE CABINETS 46MARKERBOARD CABINET 48ROLL OUT TRAYS AT INTERIOR 49GFRG, PAINTED 50WOOD LOCKER, EACH TO HAVE LOCK AND KEY WITH LOCKER #PAIRED W/ KEY 51ADJ METAL SHELVING 52NATURAL FINISH MILLWORK/PANELING - DIAMOND MATCHED 53DECORATIVE PLASTER ROSETTEKEYNOTES:1AUG 27, 2012ADDENDUM 1 1 1 F F E. 2 E. 2 AE 4 3 4 D1 D2 AE 4 3 4 D4 C1 AE 4 3 4 D3 C2 BO O T H - WO M E N 12 1 B BO O T H - ME N 13 1 B C05 C05 C05 C05 C0 4 C0 4 C0 4 C0 4 LE V E L 1 10 0 ' - 0 " 2 1 1 5 2 4 1 9"5"8'-1"5" 1'-0" 5" 3' - 9 " 5" 5" 3' - 9 " 5" A5 AE 5 7 0 C5 AE 5 7 5 A3 AE 5 6 7 LE V E L 1 10 0 ' - 0 " 2 1 1 5 2 4 1 28 E5 AE 5 9 1 9"2'-5"5"5'-8"5"1'-0" A5 AE 5 7 0 C5 AE 5 7 5 5" 4' - 2 " 5" 5" 3' - 9 " 5" B2 AE 5 6 7 LE V E L 1 10 0 ' - 0 " 21 4 B2 AE 5 6 7 9"5"8'-1"5"1'-0" 1 5" 4' - 7 " 5" B3 AE 5 0 6 C5 AE 5 7 5 LE V E L 1 10 0 ' - 0 " 2 1 4 1'-0"5"5'-8"3'-7" 5"8'-1"5"9" 5" 4' - 7 5 / 8 " 5 1 / 2 " 1' - 4 1 / 4 " 5" A5 AE 5 7 0 C5 AE 5 7 5 C4 AE 5 7 0 A3 AE 5 6 7 LE V E L 1 10 0 ' - 0 " 1 4 2 5 1 1' - 4 " 5"3'-7"5'-8"5" 1'-0" C5 AE 5 7 5 A3 AE 5 6 7 LE V E L 1 10 0 ' - 0 " 1 4 2 5 B2 AE 5 6 7 FE. 2 2' - 7 " 1' - 2"1' - 2"1' - 7" 1'-2"1'-2"1'-7" 2' - 4 1 / 2 " 2' - 4 1 / 2 " 1'-2"1'-2"1'-7" 2' - 4 1 / 2 " 1' - 2"1' - 2"1' - 7" 1'-2"1'-2"1'-7" 2' - 4 1 / 2 " 2' - 7 " 1'-2"1'-2"1'-7" EL : 10 ' - 8 " EL : 10 ' - 8 " EL : 10 ' - 8 " EL : 10 ' - 8 " EL : 10 ' - 8 " EL : 10 ' - 8 " SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 3:15:26 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 \\psf\Home\Documents\A12_2011507_LDS Church Indianapolis Temple_Benh.rvt BOOTHS - MEN 131, WOMEN 121 AE434Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 4 " = 1 ' - 0 " E1 BO O T H S E N L A R G E D P L A N - M E N 1 3 1 & W O M E N 1 2 1 1PAINTED MILLWORK/PANELING 2PAINTED GYP BOARD 3STONE PILASTER 4STONE BASE AS PER SCHEDULE 5NATURAL FINISH MILLWORK/PANELING 6NATURAL FINISH CASEWORK 7PAINTED CASEWORK 8WOOD AND BRONZE GRILLE 9WINDOW AS PER SCHEDULE 10DOOR AS PER SCHEDULE 11LIGHT FIXTURE AS PER SCHEDULE 12TV INSIDE CABINET, WITH POCKET DOORS 13STONE COLUMN 14LOCKERS 15PAINTED MURAL BY OWNER 16PROJECTION SURFACE 17AIR RETURN GRILLE 18DRINKING FOUNTAIN 19EXIT SIGN 20BAS RELIEF PANEL, OWNER SUPPLIED CONTRACTOR INSTALLED 21WALL COVERING 22ACOUSTICAL PLASTER 23COAT ROD WITH HANGERS, SEE SPEC 24DECORATIVE PAINT PATTERN 25PORCELAIN TILE, SEE SCHEDULE 26PORCELAIN TILE CHAIR RAIL, SEE SCHEDULE 27COVED TILE BASE, SEE SCHEDULE 28GRANITE COUNTERTOP 29LOCKABLE CABINET/DRAWERS 31SAFE BOLTED TO FIXED SHELF OR COUNTERTOP 32MIRROR WITH GRANITE FRAME, SEE DETAIL 33LINE OF AUSTRIAN DRAPE, PROVIDE BLOCKING IN WALL AT TOP AND BASE 34LINE OF MILLWORK SCREEN, SEE DETAILS 35MIRROR/ARTWORK, NIC. PROVIDE CONTINUOUS PLYWOOD BLOCKING IN WALL. SEE DETAIL 36KEYBOARD TRAY 37CLOTHING RETURN CABINET. PROVIDE 8" RIMMED HOLE IN COUNTERTOP, CENTERED IN CABINET.38STONE TOE KICK 39MICROWAVE 40REFRIGERATOR 41SOLID SURFACE COUNTERTOP 42UNDER CABINET LIGHT 43STONE TILE 44MARKERBOARD 45LAMINATE CABINETS 46MARKERBOARD CABINET 48ROLL OUT TRAYS AT INTERIOR 49GFRG, PAINTED 50WOOD LOCKER, EACH TO HAVE LOCK AND KEY WITH LOCKER #PAIRED W/ KEY 51ADJ METAL SHELVING 52NATURAL FINISH MILLWORK/PANELING - DIAMOND MATCHED 53DECORATIVE PLASTER ROSETTE SC A L E : 1 / 4 " = 1 ' - 0 " D1 BO O T H N O R T H E L E V SC A L E : 1 / 4 " = 1 ' - 0 " D2 BO O T H S O U T H E L E V SC A L E : 1 / 4 " = 1 ' - 0 " D3 BO O T H E A S T E L E V SC A L E : 1 / 4 " = 1 ' - 0 " D4 BO O T H W E S T E L E V SC A L E : 1 / 4 " = 1 ' - 0 " C1 BO O T H W E S T P O R T A L E L E V SC A L E : 1 / 4 " = 1 ' - 0 " C2 BO O T H E A S T P O R T A L E L E V SC A L E : 1 / 4 " = 1 ' - 0 " E3 BO O T H S R E F L E C T E D C E I L I N G P L A N - M E N 1 3 1 & W O M E N 1 2 1 KEYNOTES: FEC 8 DB. 4 C EL : 17 ' - 7 3 / 4 " EL : 10 ' - 6 " EL : 10 ' - 6 " EL : 10 ' - 6 " 1'-11"1'-11"1'-11" 1' - 8 1/2"10 1/2"3' - 8"3' - 8"10 1/2" 2' - 0 " 2' - 1 1 " 2' - 1 1 " 2' - 0 " 2' - 8 " 11" 11 1 / 2 " 2' - 1 1 " 2' - 1 1/2"2' - 1 1/2"1' - 2 1/2" 1' - 9" 3' - 3 1 / 2 " 1' - 9 " 3' - 4 " 2' - 0 1 / 2 " 2' - 6 " 2' - 6 " 4'-4"2'-5"4'-2 1/4" 8 AE 4 3 5 C1 C2 C3 C4 AE 4 3 5 A1 A2 A3 A4 AE 4 3 5 B4 DB. 4 C B1 B3 B2 YO U T H 14 6 IN F A N T WA I T I N G 14 6 B RE S T R O O M 14 6 A ST O R A G E 14 6 C AE 4 3 5 D4 8 5 31 2 5' - 1 1 / 4 " 2' - 9 3 / 8 " 2' - 3 1 / 8 " 2' - 9 1 / 8 " 2' - 3 3 / 8 " 4' - 1 0 3 / 4 " 1'-0 1/2"2'-4 3/8"1'-9" 10 3/4" 8'-1 7/8" 3' - 4 1 / 2 " 3'-3 3/4" LE V E L 1 10 0 ' - 0 " 1'-2"5"6'-11 1/8"5"11 3/4"6'-11 7/8"8 3/8" 39 1 2 5 1 29 11 28 38 40 A2 AE 5 9 2 C1 AE 5 9 2 C2 AE 5 9 2 E2 AE 5 9 1 TY P 3 3 / 4 " 5' - 4 " 10 1 / 2 " 5' - 4 " 3 3 / 4 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " A1 AE 5 6 7 C4 AE 5 7 0 C5 AE 5 7 5 LE V E L 1 10 0 ' - 0 " 412 1 11 1 2 9 9 9 1 1'-2"5"14'-10 3/4"5"8 3/8" 3' - 3 " 5" 1' - 9 " 5" 3' - 3 " 5" 1' - 9 " 5" 3' - 3 " A1 AE 5 6 7 LE V E L 1 10 0 ' - 0 " 6"4'-2 1/4"3'-0" 6"7'-2 1/4"11 3/4"5"6'-11 1/8"5"1'-2" 38 1 2 5 1 6 A1 AE 5 9 2 A3 AE 5 9 2 12 AE 5 9 2 A4 50 50 3' - 0 " 1' - 6 " 3' - 0 " 1' - 6 " 3' - 0 " 3 3 / 4 " 5' - 4 " 10 1 / 2 " 5' - 4 " 3 3 / 4 " 9" 9" 9" 9" 9" 9" 9" 9" C5 AE 5 7 5 C4 AE 5 7 0 A1 AE 5 6 7 LEVEL 1 100' - 0" 4 1 2 1 10 10 5 5 5 1'-2"5"6'-11 1/8"5"8'-8" 3 3 / 4 " 4' - 2 " 10 1 / 2 " 4' - 2 " 10 1 / 2 " 4' - 2 " 3 3 / 4 " A1 AE 5 6 7 C5 AE 5 7 5 C4 AE 5 7 0 LE V E L 1 10 0 ' - 0 " 1 21 4 5 10 A5 AE 5 6 7 A4 AE 6 0 8 LE V E L 1 10 0 ' - 0 " 1 21 4 A5 AE 5 6 7 A4 AE 6 0 8 LE V E L 1 10 0 ' - 0 " 1 21 4A5 AE 5 6 7 A4 AE 6 0 8 LE V E L 1 10 0 ' - 0 " 1 21 4 A5 AE 5 6 7 A4 AE 6 0 8 LE V E L 1 10 0 ' - 0 " 2'-9" 1 2 26 25 27 8 5A5 AE 5 6 7 LE V E L 1 10 0 ' - 0 " 1 2 26 25 27 A5 AE 5 6 7 LE V E L 1 10 0 ' - 0 " 1 2 26 25 27 10 1 3 A5 AE 5 6 7 LE V E L 1 10 0 ' - 0 " C1 AE 5 9 1 1 2 26 25 27 32 28 7'-8" 11 7 4 2 12 A5 AE 5 6 7 4" 4" LEVEL 1 100' - 0" 1 21 4 17 A5 AE 5 6 7 A4 AE 6 0 8 2' - 1 0 " 2' - 1 1 " 11"1'-4" 1' - 0 " SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/17/2012 6:42:20 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt YOUTH CEILING,FLOOR &ELEVATIONS AE435Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012BHDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 4 " = 1 ' - 0 " D2 YO U T H R E F L E C T E D C E I L I N G P L A N SC A L E : 1 / 4 " = 1 ' - 0 " D1 YO U T H E N L A R G E D F L O O R P L A N SC A L E : 1 / 4 " = 1 ' - 0 " C1 YO U T H W E S T E L E V SC A L E : 1 / 4 " = 1 ' - 0 " C2 YO U T H N O R T H E L E V A T I O N SC A L E : 1 / 4 " = 1 ' - 0 " C3 YO U T H E A S T E L E V SC A L E : 1 / 4 " = 1 ' - 0 " C4 YO U T H S O U T H E L E V A T I O N SC A L E : 1 / 4 " = 1 ' - 0 " B1 IN F A N T W A I T I N G - N O R T H SC A L E : 1 / 4 " = 1 ' - 0 " B2 IN F A N T W A I T I N G - S O U T H SC A L E : 1 / 4 " = 1 ' - 0 " B3 IN F A N T W A I T I N G - E A S T SC A L E : 1 / 4 " = 1 ' - 0 " B4 IN F A N T W A I T I N G - W E S T SC A L E : 1 / 4 " = 1 ' - 0 " A1 YO U T H R E S T R O O M W E S T SC A L E : 1 / 4 " = 1 ' - 0 " A2 YO U T H R E S T R O O M N O R T H SC A L E : 1 / 4 " = 1 ' - 0 " A3 YO U T H R E S T R O O M E A S T SC A L E : 1 / 4 " = 1 ' - 0 " A4 YO U T H R E S T R O O M S O U T H 1PAINTED MILLWORK/PANELING 2PAINTED GYP BOARD 3STONE PILASTER 4STONE BASE AS PER SCHEDULE 5NATURAL FINISH MILLWORK/PANELING 6NATURAL FINISH CASEWORK 7PAINTED CASEWORK 8WOOD AND BRONZE GRILLE 9WINDOW AS PER SCHEDULE 10DOOR AS PER SCHEDULE 11LIGHT FIXTURE AS PER SCHEDULE 12TV INSIDE CABINET, WITH POCKET DOORS 13STONE COLUMN 14LOCKERS 15PAINTED MURAL BY OWNER 16PROJECTION SURFACE 17AIR RETURN GRILLE 18DRINKING FOUNTAIN 19EXIT SIGN 20BAS RELIEF PANEL, OWNER SUPPLIED CONTRACTOR INSTALLED 21WALL COVERING 22ACOUSTICAL PLASTER 23COAT ROD WITH HANGERS, SEE SPEC 24DECORATIVE PAINT PATTERN 25PORCELAIN TILE, SEE SCHEDULE 26PORCELAIN TILE CHAIR RAIL, SEE SCHEDULE 27COVED TILE BASE, SEE SCHEDULE 28GRANITE COUNTERTOP 29LOCKABLE CABINET/DRAWERS 31SAFE BOLTED TO FIXED SHELF OR COUNTERTOP 32MIRROR WITH GRANITE FRAME, SEE DETAIL 33LINE OF AUSTRIAN DRAPE, PROVIDE BLOCKING IN WALL AT TOP AND BASE 34LINE OF MILLWORK SCREEN, SEE DETAILS 35MIRROR/ARTWORK, NIC. PROVIDE CONTINUOUS PLYWOOD BLOCKING IN WALL. SEE DETAIL 36KEYBOARD TRAY 37CLOTHING RETURN CABINET. PROVIDE 8" RIMMED HOLE IN COUNTERTOP, CENTERED IN CABINET.38STONE TOE KICK 39MICROWAVE 40REFRIGERATOR 41SOLID SURFACE COUNTERTOP 42UNDER CABINET LIGHT 43STONE TILE 44MARKERBOARD 45LAMINATE CABINETS 46MARKERBOARD CABINET 48ROLL OUT TRAYS AT INTERIOR 49GFRG, PAINTED 50WOOD LOCKER, EACH TO HAVE LOCK AND KEY WITH LOCKER #PAIRED W/ KEY 51ADJ METAL SHELVING 52NATURAL FINISH MILLWORK/PANELING - DIAMOND MATCHED 53DECORATIVE PLASTER ROSETTE LI F T S T O R A G E SC A L E : 1 / 4 " = 1 ' - 0 " D4 YO U T H E N T R Y E A S T E L E V KEYNOTES:X 4SEPT 17, 2012ADDENDUM 4 4 3 4 AE 4 3 6 E1 E2 E3 E4 AE 4 3 6 D1 D2 D4 D3 AE 4 1 2 A4 4. 8 4. 9 A3 A5 RE S T R O O M - ME N 10 2 B RE S T R O O M - WO M E N 10 2 A 2 1 3 5 6 5 3 1 2 4' - 9 1 / 4 " 15 ' - 3 3 / 8 " 3'-2 3/8" LE V E L 1 10 0 ' - 0 " 26 25 2712 3 10 1 A5 AE 5 6 7 LE V E L 1 10 0 ' - 0 " 26 25 2712 12 TILES2" 9A5 AE 5 6 7 LE V E L 1 10 0 ' - 0 " 2'-9" 26 25 2712 5 A5 AE 5 6 7 LE V E L 1 10 0 ' - 0 " 2'-9" 26 25 2712 28 32 6'-0"2" C1 AE 5 9 1 11 24 7 12 11 A5 AE 5 6 7 6" 6" LE V E L 1 10 0 ' - 0 " 26 25 2712 A5 AE 5 6 7 LE V E L 1 10 0 ' - 0 " 12 TILES2" 2 26 25 27 5A5 AE 5 6 7 LE V E L 1 10 0 ' - 0 " 26 25 2712 32 28 2'-9"3'-3"2" C1 AE 5 9 1 11 2 4 7 12 A5 AE 5 6 7 4" 4" 7'-8" LE V E L 1 10 0 ' - 0 " 26 25 2712 12 TILES 3 110 A5 AE 5 6 7 LE V E L 1 10 0 ' - 0 " 26 25 2712 A5 AE 5 6 7 LE V E L 1 10 0 ' - 0 " 26 25 2712 6'-0"2" 10 1 3A5 AE 5 6 7 LE V E L 1 10 0 ' - 0 " 26 25 2712 28 32 6 AE 6 0 1 7'-8" 27 411 12 A5 AE 5 6 7 4" 4" LE V E L 1 10 0 ' - 0 " 26 25 2712 6'-2"1'-3"28 5 A5 AE 5 6 7 29 44 45 41 2'-10"2'-2"3'-0" 3' - 0 " 2' - 6 " 2' - 6 " 2' - 6 " 3' - 0 " 3' - 0 " 10"8"6" 6'-1" A1 AE 5 9 1 C4 AE 5 9 1 5' - 0 " T Y P 11" TYP FA B R I C / W A L L C O V E R I N G BO L T S GA L V A N I Z E D M E T A L F L A N G E AT T A C H E D A T F L O O R A N D C E I L I N G SQ U A R E M E T A L T U B E AE 5 9 1 E4 CA R P E T B O L T ME T A L P I P E ME T A L F L A N G E A T T A C H E D AT C E I L I N G A N D F L O O R AE 5 9 2 E5 1'-10"1'-10"1'-10" 27 25 6 F U L L T I L E S 10 FULL TILES 25 27 51276 FULL TILES 8 AE 4 3 6 B1 B2 B3 B4 1 2 3 5 5' - 3 3 / 4 " 3'-5" SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/17/2012 6:42:56 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt ENLARGED RESTROOM PLANS & ELEV.AE436Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012BHDF/CN/KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 4 " = 1 ' - 0 " C1 RE S T R O O M S 1 0 2 A & 1 0 2 B P L A N S SC A L E : 1 / 4 " = 1 ' - 0 " E1 RE S T R O O M 1 0 2 A - W E S T SC A L E : 1 / 4 " = 1 ' - 0 " E2 RE S T R O O M 1 0 2 A - N O R T H SC A L E : 1 / 4 " = 1 ' - 0 " E3 RE S T R O O M 1 0 2 A - E A S T SC A L E : 1 / 4 " = 1 ' - 0 " E4 RE S T R O O M 1 0 2 A - S O U T H SC A L E : 1 / 4 " = 1 ' - 0 " D1 RE S T R O O M 1 0 2 B - W E S T SC A L E : 1 / 4 " = 1 ' - 0 " D2 RE S T R O O M 1 0 2 B - N O R T H SC A L E : 1 / 4 " = 1 ' - 0 " D3 RE S T R O O M 1 0 2 B - E A S T SC A L E : 1 / 4 " = 1 ' - 0 " D4 RE S T R O O M 1 0 2 B - S O U T H SC A L E : 1 / 4 " = 1 ' - 0 " B1 RE S T R O O M 1 4 5 - A SC A L E : 1 / 4 " = 1 ' - 0 " B2 RE S T R O O M 1 4 5 - B SC A L E : 1 / 4 " = 1 ' - 0 " B3 RE S T R O O M 1 4 5 - C SC A L E : 1 / 4 " = 1 ' - 0 " B4 RE S T R O O M 1 4 5 - D 1PAINTED MILLWORK/PANELING 2PAINTED GYP BOARD 3STONE PILASTER 4STONE BASE AS PER SCHEDULE 5NATURAL FINISH MILLWORK/PANELING 6NATURAL FINISH CASEWORK 7PAINTED CASEWORK 8WOOD AND BRONZE GRILLE 9WINDOW AS PER SCHEDULE 10DOOR AS PER SCHEDULE 11LIGHT FIXTURE AS PER SCHEDULE 12TV INSIDE CABINET, WITH POCKET DOORS 13STONE COLUMN 14LOCKERS 15PAINTED MURAL BY OWNER 16PROJECTION SURFACE 17AIR RETURN GRILLE 18DRINKING FOUNTAIN 19EXIT SIGN 20BAS RELIEF PANEL, OWNER SUPPLIED CONTRACTOR INSTALLED 21WALL COVERING 22ACOUSTICAL PLASTER 23COAT ROD WITH HANGERS, SEE SPEC 24DECORATIVE PAINT PATTERN 25PORCELAIN TILE, SEE SCHEDULE 26PORCELAIN TILE CHAIR RAIL, SEE SCHEDULE 27COVED TILE BASE, SEE SCHEDULE 28GRANITE COUNTERTOP 29LOCKABLE CABINET/DRAWERS 31SAFE BOLTED TO FIXED SHELF OR COUNTERTOP 32MIRROR WITH GRANITE FRAME, SEE DETAIL 33LINE OF AUSTRIAN DRAPE, PROVIDE BLOCKING IN WALL AT TOP AND BASE 34LINE OF MILLWORK SCREEN, SEE DETAILS 35MIRROR/ARTWORK, NIC. PROVIDE CONTINUOUS PLYWOOD BLOCKING IN WALL. SEE DETAIL 36KEYBOARD TRAY 37CLOTHING RETURN CABINET. PROVIDE 8" RIMMED HOLE IN COUNTERTOP, CENTERED IN CABINET.38STONE TOE KICK 39MICROWAVE 40REFRIGERATOR 41SOLID SURFACE COUNTERTOP 42UNDER CABINET LIGHT 43STONE TILE 44MARKERBOARD 45LAMINATE CABINETS 46MARKERBOARD CABINET 48ROLL OUT TRAYS AT INTERIOR 49GFRG, PAINTED 50WOOD LOCKER, EACH TO HAVE LOCK AND KEY WITH LOCKER #PAIRED W/ KEY 51ADJ METAL SHELVING 52NATURAL FINISH MILLWORK/PANELING - DIAMOND MATCHED 53DECORATIVE PLASTER ROSETTE SC A L E : 1 / 4 " = 1 ' - 0 " A1 WO R K S H O P B 0 7 S O U T H E L E V ( P A R T I A L ) SC A L E : 1 / 4 " = 1 ' - 0 " A2 ST O R A G E E L E V A T I O N SC A L E : 1 / 4 " = 1 ' - 0 " A3 ST O R A G E E L E V A T I O N 1GRAB BAR (42")2GRAB BAR (36")3TOILET TISSUE DISPENSER 4SOAP DISPENSER SURFACE MOUNTED 5PAPER TOWEL DISPENSER WALL MOUNT 6SANITARY NAPKIN DISPOSAL (FLOOR BIN)7TOILET SEAT COVER DISPENSER 8BABY CHANGING STATION 9SANITARY NAPKIN DISPENSER 10VERTICAL GRAB BAR 11TRASH GROMMET 12METAL TRASH BIN, 24 GAL.13SOAP DISPENSER WALL MOUNTED 14ROBE HOOK 15HAIR DRYER 16SHOWER CURTAIN AND ROD 17WET CLOTHING DROP 18FOLDING ADA SHOWER SEAT SC A L E : 1 / 4 " = 1 ' - 0 " A4 CU S T O D I A L E L E V SCALE: 1/4" = 1'-0"A5CUSTODIAL ELEVATION SC A L E : 1 / 4 " = 1 ' - 0 " C2 RE S T R O O M 1 4 5 - P L A N KEYNOTES:RESTROOM ACCESSORY SCHEDULE 4SEPT 17, 2012ADDENDUM 4 4 4 4 AE 4 5 0 A1 AE 4 5 0 A2 E4 AE592 E4 AE592 1' - 6 " 9 5 / 8 " 1' - 6 " 1'-7 1/2"1' - 10"2' - 0"1'-7 1/2" 2' - 3"1' - 7"1' - 8"1' - 9 " 1' - 9 " 2' - 2" 4' - 2 " 2' - 2 " 2' - 2 " 3' - 0" 9" 9"10 ' - 0 " 16' - 11" 2' - 0 " 2' - 0 " 1' - 6"1' - 6" 3' - 4" 1' - 7 " 1' - 7 " 2' - 7 " 2' - 7" 2' - 3 " 2' - 3 " 1' - 7"1' - 7" 1' - 9 " 1' - 9 " 1' - 7"1' - 7" 10" 10" 10 " 10 " 10 " 5' - 9 " 2' - 9" 8" 8" 8" 8" 8" 8" 8"7" 9" 2' - 9" 8" 8" 8"8" 8" 8" 8" 7" 7" 7" 5" 8" 8"8" 8" . 8 " 8" 10" AE 5 9 1 E4 (T Y P . ) AE538A4 LA U N D R Y T R E N C H D R A I N B2 AE 4 5 0 F1 F3 F4 F2 6" 1 1 / 2 " 9" F4 3 1 / 2 " 2 1 / 2 " 3 1 / 2 " 6" F1 F3 F2 F2 1 1/2"6" F4F4 6" 3 1 / 2 " 1' - 7 1 / 2 " 6" F5, F6, F7 - CARPETFLOOR FINISH LEGEND F8, F9 - CARPET TILE F10 - WALK-OFF CARPET TILE F11 - PORCELAIN TILE F12 - MOSAIC PORCELAIN TILE F13 - PAINTED CONCRETEF4 - STONE 'B' ACCENT BORDERF3 - STONE 'C'F2 - STONE 'B'F1 - STONE 'A' 5/ 8 " S T O N E T I L E RE C E S S E D C O N C R E T E SL A B BO N D C O A T RE I N F O R C E D M U D - S E T . SL O P E T O D R A I N TR E N C H - D R A I N S E E PL U M B I N G D W G S SL O P E 1/ 1 6 " 12 " CL E A V A G E M E M B R A N E WA T E R P R O O F M E M B R A N E SL O P E F L O O R T O DR A I N 2" MAX 1 1/2" SE L F - L E V E L I N G CO N C R E T E S L A B SC H E D U L E D C U R B BO N D C O A T SC H E D U L E D T I L E 1/2" CO N T . W A T E R P R O O F ME M B R A N E RE I N F O R C E D M U D - S E T , SL O P E T O D R A I N CL E A V A G E M E M B R A N E MO I S T U R E R E S I S T A N T BL O C K I N G SH O W E R P A N SL O P E 1/ 1 6 " 12 " SL O P E 1 / 1 6 " 12 " 5/ 8 " S T O N E TI L E RE C E S S E D C O N C R E T E SL A B BO N D C O A T RE I N F O R C E D M U D - S E T . SL O P E T O D R A I N FL O O R - D R A I N S E E PL U M B I N G D W G S SL O P E 1/ 1 6 " 12 " WA T E R P R O O F M E M B R A N E SL O P E F L O O R T O DR A I N 2" MAX3/4" +/- 3/ 8 " C E R A M I C T I L E RE C E S S E D C O N C R E T E SL A B BO N D C O A T RE I N F O R C E D M U D - S E T . SL O P E T O D R A I N FL O O R - D R A I N S E E PL U M B I N G D W G S SL O P E 1/ 1 6 " 12 " WA T E R P R O O F M E M B R A N E SL O P E F L O O R T O DR A I N 2" MAX1/2" +/- LE V E L 1 10 0 ' - 0 " 11 5/8"3/8" FL O O R T I L E A S S P E C I F I E D CA S T - I N - P L A C E C O N C TR E N C H D R A I N - B A S I N 1' - 6 1 / 4 " x 7 ' - 6 1 / 4 " - S E E ME C H GR A T E , B Y M E C H 6" T I L E B A C K S P L A S H 5/ 8 " G Y P 5/ 8 " T I L E B A C K E R B O A R D FI R E R A T E D P T N , SE E S C H E D U L E 12 " S U S P E N D E D C O N C SL A B , S E E S T R U C T U R E 1' - 6 1 / 4 " EX T E N D T O S L A B E D G E 4" 2' - 5 1 / 4 " WA T E R P R O O F I N G WA T E R P R O O F I N G SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/10/2012 10:38:54 AM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt FLOOR PATTERN PLANS AE450Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 4 " = 1 ' - 0 " A3 EN L A R G E D P L A N - F I N I S H E S A SC A L E : 1 " = 1 ' - 0 " A1 ST O N E B O R D E R C O R N E R - F 4 SC A L E : 1 " = 1 ' - 0 " A2 TI L E - B O R D E R D E T A I L ' A ' SC A L E : 3 " = 1 ' - 0 " B1 TR E N C H D R A I N D E T A I L SC A L E : 3 " = 1 ' - 0 " C1 SH O W E R C U R B SC A L E : 3 " = 1 ' - 0 " C2 FL O O R D R A I N D E T A I L SC A L E : 3 " = 1 ' - 0 " D2 FL O O R D R A I N D E T A I L 3SEPT 10, 2012ADDENDUM 333 3 3 SC A L E : 1 " = 1 ' - 0 " B2 TR E N C H D R A I N - L A U N D R Y 3 3 3 AE 4 5 0 A2 AE450A1 TY P . T Y P . AE 4 5 0 A2 AE 4 5 0 A1 OP E N T O B E L O W AE 4 5 1 D4 1 3 4 7" 1' - 7 " 1' - 7 " 2' - 0"2' - 0"1' - 8"1' - 8" 5"5" 5' - 5 " 4' - 0 " 11 ' - 8 " 4' - 0" CL CL 1' - 2" 1' - 4 " 1' - 4 " 1' - 4" 2' - 7 " 1' - 8 " 1' - 8 " 8"1' - 6"1' - 6"9" 9" 9" 9" 1' - 6 " 2' - 8" 9"9" 9" 9" 2' - 2 " 2' - 2" 2' - 8" 9"9" 9" 10 " 2' - 1 0 " 1' - 8" 1' - 8 " 1' - 11"1' - 8"1' - 8"9" 10 " 9" 9" 1' - 1 0 " 1' - 1 0 " AE 4 5 0 B1 1 1 AE 4 5 0 C1 AE 5 3 8 C4 B1 AE 4 5 0 B1 AE 4 5 0 SI M SI M AE 4 5 1 D3 1 1/2"3" 66.5° 105.0° 90 . 0 ° 1'-0"2'-7 1/2" 6 1 / 2 " 1 3 / 4 " 7 3/8" F3 F2F2F1F3 2 2 F5, F6, F7 - CARPETFLOOR FINISH LEGEND F8, F9 - CARPET TILE F10 - WALK-OFF CARPET TILE F11 - PORCELAIN TILE F12 - MOSAIC PORCELAIN TILE F13 - PAINTED CONCRETEF4 - STONE 'B' ACCENT BORDERF3 - STONE 'C'F2 - STONE 'B'F1 - STONE 'A'F2 F3F12 7 1 / 4 " 4" 1 1/2"SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/10/2012 10:48:36 AM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt FLOOR PATTERN PLANS AE451Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 4 " = 1 ' - 0 " A1 EN L A R G E D F I N I S H P A T T E R N P L A N SC A L E : 1 / 4 " = 1 ' - 0 " D1 LO W E R F O N T - E N L A R G E D F I N I S H P A T T E R N P L A N SC A L E : 3 / 4 " = 1 ' - 0 " D3 TI L E D E T A I L @ L O W E R F O N T SC A L E : 1 1 / 2 " = 1 ' - 0 " D4 TI L E D E T A I L @ B A P T I S T R Y 1TRENCH DRAIN - SLOPE FLOOR 1/16" /FT. TO DRAIN 2LASER CUT TILE PATTERN 3STONE STAIR TREAD 4WET PATH. SLIP RESISTANT FINISHKEYNOTES 3SEPT 10, 2012ADDENDUM 3 3 3 AE 4 5 2 C1 AE 4 5 2 A1 AE 4 5 2 A1 AE452E1 26'-11" 19 ' - 5 " AE550D3 AE 4 5 2 E1 AL T A R 8'-7" 1'-2"6'-3"1'-2" 9' - 1 0 " 1' - 2 " 7' - 6 " 1' - 2 " AE 4 5 2 E2 10 " 10 3 / 8 " 4' - 1 0 3 / 4 " 10 3 / 8 " 10 " 8'-3 1/2" 2' - 2 1 / 2 " 1' - 1 3 / 8 " 2' - 2 1 / 2 " 2 5/8"1 1/2" 3" 2' - 2 1 / 2 " 3" 1' - 4 7 / 8 " 2' - 8 5 / 8 " 1' - 4 7 / 8 " 2'-8 5/8" 5'-6 3/8"7 3 / 8 " 7 3 / 8 " 1 3 5 . 0 ° 1'-2" 2" 6" 8" 3" 8" 3" 8" 3" 6" 1" 3" 2" 5" 10 3 / 8 " 10 " 1/2" 7/8" 5 5/8" 7/8" 1/2" 4 5 / 8 " 9 1/8"7/8" 5 5 / 8 " 1/2" 7/8" 1 3/8" 3 3 / 4 " 3/ 4 " 3 3 / 4 " 7 3/8" 7 3 / 8 " 1 1 / 8 " 7/ 8 " 2" 2 1 / 8 " F5, F6, F7 - CARPETFLOOR FINISH LEGEND F8, F9 - CARPET TILE F10 - WALK-OFF CARPET TILE F11 - PORCELAIN TILE F12 - MOSAIC PORCELAIN TILE F13 - PAINTED CONCRETEF4 - STONE 'B' ACCENT BORDERF3 - STONE 'C'F2 - STONE 'B'F1 - STONE 'A'SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 4:39:49 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 \\psf\Home\Documents\A12_2011507_LDS Church Indianapolis Temple_Benh(Recovery).rvt FLOOR PATTERN PLANS AE452Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 4 " = 1 ' - 0 " A4 EN L A R G E D F I N I S H P A T T E R N P L A N SC A L E : 1 " = 1 ' - 0 " A1 DE T A I L @ C A R P E T C A R V I N G P A T T E R N ' A ' SC A L E : 1 " = 1 ' - 0 " C1 DE T A I L @ C A R P E T C A R V I N G P A T T E R N ' B ' SC A L E : 1 1 / 2 " = 1 ' - 0 " E1 CA R P E T P A T T E R N ' A ' - C O R N E R D E T A I L SC A L E : 1 1 / 2 " = 1 ' - 0 " E2 CA R P E T P A T T E R N ' B ' - C O R N E R D E T A I L LE V E L 1 10 0 ' - 0 " PA R A P E T 2 13 3 ' - 9 1 / 2 " PA R A P E T 1 12 8 ' - 1 1 " D5 AE 4 6 0 D4 AE 4 6 0 D3 AE 4 6 0 T. O . F A C I N G S T O N E 12 0 ' - 4 " AE 5 2 7 B4 AE 5 2 7 B5 FH AE 5 2 7 A4 AE 5 2 7 A5 CL CL CL CL CL CL CL EQ 2' - 1 1 " 2' - 1 1 " 2' - 1 1 " 2' - 1 1 " 2' - 1 1 " 2' - 1 1 " EQ 8' - 1 5 / 8 " 6' - 9 3 / 4 " LE V E L 1 10 0 ' - 0 " 4 PA R A P E T 2 13 3 ' - 9 1 / 2 " T. O . F A C I N G S T O N E 12 0 ' - 4 " AE515A3 AE514A5AE514C5AE515D3 APRONWATER TABLEFIELDENTABLATUREATTIC LE V E L 1 10 0 ' - 0 " 4 PA R A P E T 2 13 3 ' - 9 1 / 2 " T. O . F A C I N G S T O N E 12 0 ' - 4 " AE 5 1 5 A3 AE 5 1 5 D5 AE 5 1 5 A5 APRONWATER TABLEFIELDENTABLATUREATTIC LE V E L 1 10 0 ' - 0 " 3 4 PA R A P E T 2 13 3 ' - 9 1 / 2 " PA R A P E T 1 12 8 ' - 1 1 " T. O . F A C I N G S T O N E 12 0 ' - 4 " AE 5 1 0 A3 AE 5 1 0 A2 AE 5 1 0 C3 AE 5 1 0 E3 APRONWATER TABLEFIELDENTABLATUREATTIC 1ATTIC 2 LE V E L 1 10 0 ' - 0 " PA R A P E T 1 12 8 ' - 1 1 " A1 AE 4 6 0 A2 AE 4 6 0 T. O . F A C I N G S T O N E 12 0 ' - 4 " C3 AE 4 6 0 AE 5 2 0 D5 A3 AE 4 6 0 D3 AE 4 6 0 AE 5 2 7 B5 ER E C T E D 20 1 4 DE D I C A T I O N P L A Q U E A T S W BU I L D I N G C O R N E R O N L Y A B A D2 AE 5 0 5 AE 5 2 7 A2 AE 5 2 7 A1 AE 5 2 7 A5 CL CL CL CL CL CL CL CL CL EQ 2' - 1 1 " 2' - 1 1 " 2' - 1 1 " 2' - 1 1 " 2' - 1 1 " 2' - 1 1 " 2' - 1 1 " 2' - 1 1 " EQ AE 5 0 5 D1 LE V E L 1 10 0 ' - 0 " 3 PA R A P E T 1 12 8 ' - 1 1 " T. O . F A C I N G S T O N E 12 0 ' - 4 " AE 5 1 3 C3 AE 5 1 3 A3AE 5 1 0 C5 AE 5 1 0 E5 APRONWATER TABLEFIELDENTABLATUREATTIC LE V E L 1 10 0 ' - 0 " 3 PA R A P E T 1 12 8 ' - 1 1 " T. O . F A C I N G S T O N E 12 0 ' - 4 " AE 5 1 0 A5 AE 5 1 0 E5 AE 5 1 0 C5 APRONWATER TABLEFIELDENTABLATUREATTIC 10 11 12 E D 11 . 7 D3 AE 4 6 0 D4 AE 4 6 0 D5 AE 4 6 0 AE 5 1 4 E5 6' - 9 3 / 4 " 8' - 1 5 / 8 " 6' - 9 3 / 4 " 3' - 6 " 9' - 3 1/4" 6" 2' - 0" F 3 K L. 9 M A1 AE 4 6 0 A2 AE 4 6 0 A3 AE 4 6 0 AE 5 1 3 E4 AE 5 1 3 E3 3' - 6" 3' - 6 " 5' - 1 7 / 8 " 10 " 13 ' - 7 5 / 8 " 10 " 5' - 1 7 / 8 " 3' - 6 " 6" 2' - 0" A B A 4' - 8 7 / 8 " 5' - 1 0 " 4' - 8 7 / 8 " A1 AE460 AE520D5A2AE460 C5 AE 4 6 0 AE527B5 AA AE 5 2 7 A1 SI M AE527A5CLCLCLCLCLCLCLEQ2' - 11"2' - 11"2' - 11"2' - 11"2' - 11"2' - 11"EQA3AE460 STONE PANEL INFILL "K" AT INSTRUCT 2 (NW CORNER OF BLDG), SEE DETAILS ON AE5213 BB. 4 4.84.9 AE513E4AE513E3A2AE460A1AE460 3' - 6"6" 6" 3' - 6"5' - 2 1/2"10"8' - 7 3/4"5' - 2 1/2"3' - 6"2' - 0"6"AA 4'-8 7/8"4'-8 7/8" LE V E L 1 10 0 ' - 0 " 3 T. O . S T E E L 12 6 ' - 3 " PA R A P E T 1 12 8 ' - 1 1 " T. O . F A C I N G S T O N E 12 0 ' - 4 " AE 5 1 0 E3 AE 5 1 0 A3 AE 5 1 0 C3 APRONWATER TABLEFIELDENTABLATUREATTIC 1. SEE AE200 SERIES FOR STONE JOINTING.AND FINISH.2. DIMENSIONS SHOWN TO F.O. FIELD STONE.GENERAL NOTES SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 3:50:17 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 \\psf\Home\Documents\A12_2011507_LDS Church Indianapolis Temple_Benh.rvt EXTERIOR STONE PROFILES AE460Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012JG / RKDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 4 " = 1 ' - 0 " D1 EL E V A T I O N D E T A I L SC A L E : 1/4" = 1'-0" D5 WA L L P R O F I L E SC A L E : 1 / 4 " = 1 ' - 0 " D4 WA L L P R O F I L E SC A L E : 1 / 4 " = 1 ' - 0 " D3 WA L L P R O F I L E SC A L E : 1 / 4 " = 1 ' - 0 " A4 EL E V A T I O N D E T A I L SC A L E : 1 / 4 " = 1 ' - 0 " A1 WA L L P R O F I L E SC A L E : 1 / 4 " = 1 ' - 0 " A2 WA L L P R O F I L E SC A L E : 1 / 4 " = 1 ' - 0 " C1 PL A N D E T A I L SC A L E : 1 / 4 " = 1 ' - 0 " C3 PL A N D E T A I L SC A L E : 1/4" = 1'-0" A5 EL E V A T I O N D E T A I L SC A L E : 1/4" = 1'-0" C5 LE V E L 1 F L O O R P L A N D E T A I L SC A L E : 1 / 4 " = 1 ' - 0 " A3 WA L L P R O F I L E SE E D 3 / A E 5 2 7 F O R S T O N E CA R V I N G O N U N D E R S I D E O F CO R N I C E LEVEL 1 100' - 0"PARAPET 3 139' - 3 1/2"PARAPET 2 133' - 9 1/2"PARAPET 1 128' - 11"SPIRE CORNICE 189' - 6" D2 AE 4 6 1 SPIRE BASE 150' - 9"T.O. FACING STONE 120' - 4"B3 AE461 A5 AE 5 1 2 D1 AE 4 6 1 B1 AE 4 6 1 SPIRE PLINTH 143' - 1"T.O. EAST SPIRE 196' - 10"T.O. STATUE 206' - 4" D3 AE 4 6 1 AE520D2AE527B5AE527B1SIMSA SB AE523A HO L I N E S S T O T H E L O R D T H E H O U S E O F T H E L O R D DECORATIVE CAST BRONZE VENTILATION GRILLE AE 5 2 8 E1 AE 5 2 7 C1 AE 5 2 7 C3 AE 5 2 7 C3 SI M G AE 5 3 8 A1 1' - 1"9"1' - 1"9"1' - 1" A3 AE 4 6 6 A3 AE466 A5 AE 4 6 6 A5 AE466 B5 AE 4 6 6 B5 AE466 D5 AE 4 6 6 D5 AE466 2. 0 ° AE522A3 8 3 / 4 " 1' - 9 1 / 2 " LE V E L 1 10 0 ' - 0 " 1 PA R A P E T 1 12 8 ' - 1 1 " T. O . F A C I N G S T O N E 12 0 ' - 4 " AE 5 1 1 A5 AE 5 1 1 E5 AE 5 1 1 C5 AE 5 1 1 B5 ATTIC ENTABLATURE FIELD WATER TABLE 2 PA R A P E T 3 13 9 ' - 3 1 / 2 " PA R A P E T 2 13 3 ' - 9 1 / 2 " SP I R E C O R N I C E 18 9 ' - 6 " SP I R E B A S E 15 0 ' - 9 " AE 5 1 1 D1 AE 5 1 2 C5 AE 5 1 2 A3 AE 5 1 2 A2AE 5 1 2 A1 AE 5 1 2 B5 SP I R E P L I N T H 14 3 ' - 1 " T. O . E A S T S P I R E 19 6 ' - 1 0 " T. O . S T A T U E 20 6 ' - 4 " S1S1 A3 AE 4 6 6 A3 AE 4 6 6 A5 AE 4 6 6 A5 AE 4 6 6 B5 AE 4 6 6 B5 AE 4 6 6 D5 AE 4 6 6 D5 AE 4 6 6 LE V E L 1 10 0 ' - 0 " 1 2 PA R A P E T 1 12 8 ' - 1 1 " T. O . F A C I N G S T O N E 12 0 ' - 4 " AE 5 1 3 A1AE 5 1 3 C1 AE 5 1 1 A1 AE 5 1 1 C5 AE 5 1 1 E5 D1 AE 4 6 5 IN S E T D E C O R A T I V E CA R V E D S T O N E P A N E L , SE E E L E V A T I O N S ATTIC ENTABLATURE FIELD WATER TABLE 12 F E G D1 AE 4 6 1 1. 7 H E. 2 AE 5 1 3 E1 ST O N E P A V I N G , S E E LA N D S C A P E D3 AE 4 6 1 A3 AE 4 6 1 AE 5 3 5 D3 CL CL 5' - 5 1 / 8 " 3' - 3 " 5' - 0 7 / 8 " 11 ' - 1 1 / 8 " 5' - 0 7 / 8 " 3' - 3 " 5' - 5 1 / 8 " 6'-0" 6'-0" G G E100 6 1/2" AE 5 3 8 A4 LE V E L 1 10 0 ' - 0 " 1 2 T. O . F A C I N G S T O N E 12 0 ' - 4 " 1. 7 A3 AE 4 6 1 D1 AE 4 6 5 7"3' - 3" 3" 4' - 8 1 / 2 " 3" 2' - 4 3 / 4 " D1 AE 4 6 1 AE 5 2 0 D3 E1 AE 5 3 5 DO O R A S S C H E D U L E D DE C O R A T I V E C A S T AL U M I N U M P A N E L , FI N I S H E D T O M A T C H WD W S Y S T E M , S E E WI N D O W T Y P E S LI G H T F I X T U R E , S E E EL E C . BR O N Z E S U R R O U N D B1 AE 4 6 1 1 2 1. 7 D1 AE 4 6 5 LI G H T - W E I G H T S T O N E V E N E E R O N A L U M I N U M HO N E Y C O M B B A C K E R P A N E L LI G H T F I X T U R E , S E E E L E C D1 AE 4 6 5 MU T U L E , S E E D E T A I L S AE 5 2 7 C5 LI G H T F I X T U R E , S E E E L E C AE 4 6 5 C1 AE 5 2 7 D3 SI M LE V E L 1 10 0 ' - 0 " PA R A P E T 3 13 9 ' - 3 1 / 2 " PA R A P E T 2 13 3 ' - 9 1 / 2 " PA R A P E T 1 12 8 ' - 1 1 " T. O . F A C I N G S T O N E 12 0 ' - 4 " 1. 7 AE 5 1 1 D3 AE 5 1 1 B3 AE 5 1 1 A3 AE 5 1 0 A3 ATTICWATER TABLE16' - 6"ENTABLATUREATTIC 1ATTIC 2ATTIC 3 FIELD A3 AE 4 6 6 LE V E L 1 10 0 ' - 0 " T. O . F A C I N G S T O N E 12 0 ' - 4 " AE 5 1 1 A5 AE 5 1 1 A4 AE 5 1 1 B4 FIELD WATER TABLE 1. SEE AE200 SERIES FOR STONE JOINTING.AND FINISH.2. DIMENSIONS SHOWN TO F.O. FIELD STONE.GENERAL NOTES SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/10/2012 10:59:41 AM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt EXTERIOR STONE PROFILES AE461Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012JM / RKDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 4 " = 1 ' - 0 " A4 EL E V A T I O N D E T A I L SC A L E : 1 / 4 " = 1 ' - 0 " D2 WA L L P R O F I L E SC A L E : 1 / 4 " = 1 ' - 0 " B3 WA L L P R O F I L E SC A L E : 1 / 4 " = 1 ' - 0 " D1 WA L L P R O F I L E SC A L E : 1 / 4 " = 1 ' - 0 " B1 PL A N D E T A I L SC A L E : 1 / 4 " = 1 ' - 0 " A1 EN T R Y P O R T I C O - O B S C U R E D W A L L S SC A L E : 1 / 4 " = 1 ' - 0 " C1 EA S T P O R T I C O S O F F I T SC A L E : 1 / 4 " = 1 ' - 0 " D3 WA L L P R O F I L E SC A L E : 1 / 4 " = 1 ' - 0 " A3 WA L L P R O F I L E 1AUG 27, 2012ADDENDUM 1 3SEPT 10, 2012ADDENDUM 3 1 33 3 3 LE V E L 1 10 0 ' - 0 " 8 PA R A P E T 2 13 3 ' - 9 1 / 2 " PA R A P E T 1 12 8 ' - 1 1 " T. O . F A C I N G S T O N E 12 0 ' - 4 " A3 AE4628.7 A2 AE 4 6 0 C4 AE 4 6 2 AE465A2SIM A4 AE 4 6 2 AE527B5 DDDAE527A1SIM SE E C 5 / A E 5 1 6 F O R S T O N E CA R V I N G O N U N D E R S I D E OF C O R N I C E CLCLCLCLCLCLCLCLCL CL CL EQ 2' - 1 1 " 2' - 1 1 " 2' - 11"2' - 11"2' - 11"2' - 11"2' - 11"2' - 11"2' - 11"2' - 11"EQ 4' - 9 3/8"2' - 1 5/8"CONCEALED HOSE-BIBDOOR, SEE SCHEDULE LE V E L 1 10 0 ' - 0 " PA R A P E T 1 12 8 ' - 1 1 " C T. O . F A C I N G S T O N E 12 0 ' - 4 " AE 5 1 5 A3 AE 5 1 4 C3 AE 5 1 4 A3AE 5 1 0 E2 APRONWATER TABLEFIELDENTABLATUREATTIC 8 C 9 A3 AE4628.7 A4 AE 4 6 2 AE514E3 2' - 1 5/8"4' - 9 1/8"2' - 0 7/8"2' - 9 1/8"3' - 0 7/8"2' - 9 1/8"3' - 0 7/8"2' - 9 1/8" 8' - 1 1 5 / 8 " 3' - 5" 2' - 0"DOOR OCCURS ONLY BTWN GRID 8 & 8.7 AE537E4DDD LE V E L 1 10 0 ' - 0 " 8 PA R A P E T 2 13 3 ' - 9 1 / 2 " PA R A P E T 1 12 8 ' - 1 1 " T. O . F A C I N G S T O N E 12 0 ' - 4 " 7 8. 7 C1 AE 4 6 2 AE 4 6 5 A2 SI M A4 AE 4 6 2 A3 AE 4 6 2 SI M ST O N E P A N E L S ( W D W S AT O H E L E V A T I O N , S E E LE V E L 1 P L A N ) AE 5 2 7 B5 D D D DE C O R A T I V E C A R V E D ST O N E P A N E L S , S E E SC H E D U L E AE 5 2 7 A1 SI M SE E D 3 / A E 5 2 7 F O R ST O N E C A R V I N G O N UN D E R S I D E O F C O R N I C E CL CL CL CL CL CL CL CL CL CL CL EQ 2' - 1 1 " 2' - 1 1 " 2' - 1 1 " 2' - 1 1 " 2' - 1 1 " 2' - 1 1 " 2' - 1 1 " 2' - 1 1 " 2' - 1 1 " 2' - 1 1 " EQ 2' - 4 3 / 8 " 4' - 9 1 / 8 " OV E R F L O W N O Z Z L E , S E E M E C H . DO O R , S E E S C H E D U L E 1'-1" 1' - 6 1 / 2 " AE 5 2 1 A4 8 L 9 7 8. 7 A3 AE 4 6 2 SI M A4 AE 4 6 2 9' - 5 3 / 8 " 2' - 9 1 / 8 " 3' - 0 7 / 8 " 2' - 9 1 / 8 " 3' - 0 7 / 8 " 2' - 9 1 / 8 " 2' - 3 7 / 8 " 4' - 9 1 / 8 " 2' - 4 3 / 8 " 2' - 0" 3' - 4" AE 5 3 7 E4 J J J AE 5 1 4 E3 SI M LE V E L 1 10 0 ' - 0 " PA R A P E T 1 12 8 ' - 1 1 " C T. O . F A C I N G S T O N E 12 0 ' - 4 " AE 5 1 5 A5 AE 5 1 5 A3 AE 5 1 0 E2 APRONWATER TABLEFIELDENTABLATUREATTIC 1. SEE AE200 SERIES FOR STONE JOINTING.AND FINISH.2. DIMENSIONS SHOWN TO F.O. FIELD STONE.GENERAL NOTES SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/27/2012 10:55:07 AM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt EXTERIOR STONE PROFILES AE462Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012JG / RKDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 4 " = 1 ' - 0 " A5 EL E V A T I O N D E T A I L - N O R T H S T E P B A C K SC A L E : 1 / 4 " = 1 ' - 0 " A3 WA L L P R O F I L E SC A L E : 1 / 4 " = 1 ' - 0 " C4 PL A N D E T A I L - N O R T H S T E P B A C K SC A L E : 1 / 4 " = 1 ' - 0 " A1 EL E V A T I O N D E T A I L - S O U T H S T E P B A C K SC A L E : 1 / 4 " = 1 ' - 0 " C1 PL A N D E T A I L - S O U T H S T E P B A C K SC A L E : 1 / 4 " = 1 ' - 0 " A4 WA L L P R O F I L E 1AUG 27, 2012ADDENDUM 1 1 LEVEL 1 100' - 0" F E G PARAPET 3 139' - 3 1/2"PARAPET 2 133' - 9 1/2"PARAPET 1 128' - 11"T.O. FACING STONE 120' - 4"A3 AE463 H E. 2 C4 AE 4 6 3 AE520D2 D3 AE 4 6 1 A2 AE464 SI M AE 5 2 7 B5 AE527B1 AE 5 2 2 A5 AE 5 2 7 C3 SI M G AE 5 2 8 C1 SIMCLCL CL CL CL CL 8 3 / 4 " 1' - 9 1 / 2 " 2' - 1 1 " 2' - 1 1 " 2' - 1 1 " 2' - 11" A3 AE 4 6 6 LE V E L 1 10 0 ' - 0 " 12 PA R A P E T 3 13 9 ' - 3 1 / 2 " PA R A P E T 2 13 3 ' - 9 1 / 2 " PA R A P E T 1 12 8 ' - 1 1 " T. O . F A C I N G S T O N E 12 0 ' - 4 " AE 5 1 1 D1 AE 5 1 1 C5 AE 5 1 1 E5 AE 5 1 1 A1 SI M AE 5 1 3 C2 AE 5 1 3 A2 APRONWATER TABLEFIELDENTABLATUREATTIC 1ATTIC 2ATTIC 3 B1 AE 4 6 3 11 12 13 F E GA3AE463H E. 2 AE 5 1 3 E2 5'-1 1/2"3'-3"3'-2 3/4"3'-9 1/4"2'-0 1/2"3'-9 1/4" 2' - 0 3 / 4 " 3' - 9 1 / 4 " 3' - 2 1 / 2 " 3' - 3 " 5' - 1 1 / 2 " D3 AE 4 6 3 AE 5 2 0 A2 AE522C5 3' - 4 1/2" 3' - 4 1/2"9' - 3 1/4" H HHA3AE463AE520D4 D3 AE 4 6 3 PROVIDE MINIMUM 1/8" : 1' WASH ON ALL HORIZONTAL STONE SURFACES, TYP 13 D2 AE 4 6 3 LEVEL 1 100' - 0"13 T.O. FACING STONE 120' - 4"D2 AE463 LE V E L 1 10 0 ' - 0 " 12 T. O . F A C I N G S T O N E 12 0 ' - 4 " APRONWATER TABLEFIELD B1 AE 4 6 3 LE V E L 1 10 0 ' - 0 " G T. O . F A C I N G S T O N E 12 0 ' - 4 " 2 3 4 PA R A P E T 3 13 9 ' - 3 1 / 2 " PA R A P E T 2 13 3 ' - 9 1 / 2 " PA R A P E T 1 12 8 ' - 1 1 " 4. 8 1. 7 4. 9 C1 AE 3 1 2 S2 S1 AE 5 2 8 E4 A3 AE 4 6 6 12 13 F G H E. 2 D3 AE 4 6 3 D2 AE 4 6 3 CL CL 1' - 1 " 1' - 9 7 / 8 " CL CL 1' - 1 " 1' - 9 7 / 8 " CL CL 1' - 1 " 1' - 9 7 / 8 " CL 2 7/8" CL 2 7/8" CL 2 7/8" 3' - 1 3 / 8 " 3' - 1 1 7 / 8 " 1' - 9 3 / 4 " 3' - 1 1 1 / 2 " 1' - 1 1 " 3' - 1 1 5 / 8 " 3' - 0 7 / 8 " 1' - 6 7/8" B1 AE 4 6 3 AE 5 2 7 D3 SI M F G T. O . F A C I N G S T O N E 12 0 ' - 4 " 1' - 6 " 3/ 8 " 1/ 4 " 1" 1/ 4 " 3' - 0 1 / 8 " 3/ 4 " 3' - 9 " 3/ 4 " 1' - 1 1 " 3/ 4 " 3' - 9 1 / 4 " 3/ 4 " 1' - 1 1 " 3/ 4 " 3' - 9 3 / 8 " 3/ 4 " 2' - 1 1 5 / 8 " 1/ 4 " 1" 1/ 4 " 3/ 8 " 1 1 / 4 " 1/4"1 1/8"9 1/4" 3 1/8"1"1/2" 1 5/8" 3/8"2 1/4" 1. S E E A E 2 0 0 S E R I E S F O R S T O N E J O I N T I N G . AN D F I N I S H . 2. D I M E N S I O N S S H O W N T O F . O . F I E L D S T O N E . GE N E R A L N O T E S SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/10/2012 10:58:08 AM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt EXTERIOR STONE PROFILES AE463Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012JG / RKDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 4 " = 1 ' - 0 " A4 EL E V A T I O N D E T A I L - W E S T P O R T I C O SC A L E : 1 / 4 " = 1 ' - 0 " A3 WA L L P R O F I L E SC A L E : 1 / 4 " = 1 ' - 0 " C4 PL A N D E T A I L - W E S T P O R T I C O SC A L E : 1 / 4 " = 1 ' - 0 " D4 WE S T P O R T I C O - O B S C U R E D W A L L S SC A L E : 1 / 4 " = 1 ' - 0 " D3 WA L L P R O F I L E SC A L E : 1 / 4 " = 1 ' - 0 " D2 WA L L P R O F I L E SC A L E : 1 / 4 " = 1 ' - 0 " A1 EL E V A T I O N D E T A I L - T Y P I C A L P O R T I C O R E T U R N SC A L E : 1 / 2 " = 1 ' - 0 " C1 WE S T P O R T I C O S O F F I T SC A L E : 1 / 2 " = 1 ' - 0 " B1 WE S T P O R T I C O S O F F I T P R O F I L E 3SEPT 10, 2012ADDENDUM 33 3 LEVEL 1 100' - 0"PARAPET 2 133' - 9 1/2"PARAPET 1 128' - 11"T.O. FACING STONE 120' - 4" 7 6 D4 AE464 C5 AE464A2AE464 A3 AE 4 6 4 AE 5 2 2 A5 AE520D2 AE 5 2 7 B5 AE 5 2 8 A1 EQ 1' - 9 1 / 2 " 2' - 1 1 " 2' - 1 1 " 2' - 1 1 " 2'-11"2'-11"2'-11"2'-11"2'-11"1'-9 1/2"EQ LE V E L 1 10 0 ' - 0 " N PA R A P E T 2 13 3 ' - 9 1 / 2 " PA R A P E T 1 12 8 ' - 1 1 " M T. O . F A C I N G S T O N E 12 0 ' - 4 " AE 5 1 3 A4 AE 5 1 5 D2 AE 5 1 1 E5 AE 5 1 1 C5 AE 5 1 1 A1 AE 5 1 3 C4 ATTIC 2 ATTIC 1 ENTABLATURE FIELD WATER TABLE APRON NM 7 6 D4 AE464AE520A2 AE 5 2 2 C5 A3 AE 4 6 4 AE513E5SIM 5' - 7 5 / 8 " 3' - 3 " 3' - 2 5 / 8 " 3' - 9 1 / 8 " 2' - 0 3 / 4 " 3' - 9 1/8"2' - 0 3/4"3' - 9 1/8"3' - 2 5/8"3' - 3"5' - 7 5/8" 3' - 4 1/2"3' - 4" 3' - 4 1/2"3' - 4" C CC N D2 AE 4 6 3 LEVEL 1 100' - 0"N T.O. FACING STONE 120' - 4"D2 AE463D4AE464 AE520D4D3AE464 DE C O R A T I V E C A S T A L U M I N U M PA N E L , F I N I S H E D T O M A T C H W D W SY S T E M , S E E W I N D O W T Y P E S PR O V I D E M I N I M U M 1 / 8 " : 1 ' W A S H ON A L L H O R I Z O N T A L S T O N E SU R F A C E S , T Y P A D2 AE 4 6 3 LE V E L 1 10 0 ' - 0 " A T. O . F A C I N G S T O N E 12 0 ' - 4 " D2 AE 4 6 3 LE V E L 1 10 0 ' - 0 " PA R A P E T 2 13 3 ' - 9 1 / 2 " PA R A P E T 1 12 8 ' - 1 1 " T. O . F A C I N G S T O N E 12 0 ' - 4 " 7 6 D2 AE 4 6 4 C1 AE 4 6 4 A2 AE 4 6 4 AE 5 2 0 D2 AE 5 2 7 B5 AE 5 2 2 A5 AE 5 2 8 A1 EQ 1' - 9 1 / 2 " 2' - 1 1 " 2' - 1 1 " 2' - 1 1 " 2' - 1 1 " 2' - 1 1 " 2' - 1 1 " 2' - 1 1 " 2' - 1 1 " 2' - 1 1 " 2' - 1 1 " 1' - 9 1 / 2 " EQ OV E R F L O W N O Z Z L E OV E R F L O W N O Z Z L E 1'-1"2' - 5 " D2 AE 4 6 4 AE 5 2 0 D4 D3 AE 4 6 4 DE C O R A T I V E C A S T AL U M I N U M P A N E L , F I N I S H E D TO M A T C H W D W S Y S T E M , SE E W I N D O W T Y P E S LE V E L 1 10 0 ' - 0 " A B PA R A P E T 2 13 3 ' - 9 1 / 2 " PA R A P E T 1 12 8 ' - 1 1 " T. O . F A C I N G S T O N E 12 0 ' - 4 " AE 5 1 3 C5 AE 5 1 5 D2 AE 5 1 1 E5 AE 5 1 1 C5 AE 5 1 1 A1 SI M AE 5 1 3 A5 APRONWATER TABLEFIELDENTABLATUREATTIC 1ATTIC 2 ABB. 4C 7 6 D2 AE 4 6 4 3' - 8 " 3' - 3 " 3' - 2 1 / 2 " 3' - 9 1 / 4 " 2' - 0 3 / 4 " 3' - 9 1 / 4 " 2' - 0 3 / 4 " 3' - 9 1 / 4 " 2' - 0 3 / 4 " 3' - 9 1 / 4 " 3' - 2 1 / 2 " 3' - 3 " 3' - 8 " A2 AE 4 6 4 AE 5 2 0 A2 D3 AE 4 6 4 AE 5 1 3 E5 AE 5 2 2 C5 3' - 5"3' - 4 1/2" 3' - 5"3' - 4 1/2" E E E E LE V E L 1 10 0 ' - 0 " A PA R A P E T 1 12 8 ' - 1 1 " T. O . F A C I N G S T O N E 12 0 ' - 4 " AE 5 1 1 E5 AE 5 1 1 C5 AE 5 1 1 B5 APRONWATER TABLEFIELDENTABLATUREATTIC LE V E L 1 10 0 ' - 0 " A T. O . F A C I N G S T O N E 12 0 ' - 4 " APRONWATER TABLEFIELD LE V E L 1 10 0 ' - 0 " PA R A P E T 2 13 3 ' - 9 1 / 2 " PA R A P E T 1 12 8 ' - 1 1 " M T. O . F A C I N G S T O N E 12 0 ' - 4 " AE 5 1 0 A3 AE 5 1 1 A3 AE 5 1 0 A1 ATTIC 2 ATTIC 1 ENTABLATURE FIELD WATER TABLE APRON 1. SEE AE200 SERIES FOR STONE JOINTING.AND FINISH.2. DIMENSIONS SHOWN TO F.O. FIELD STONE.GENERAL NOTES SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/10/2012 11:10:55 AM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt EXTERIOR STONE PROFILES AE464Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012JG / RKDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 4 " = 1 ' - 0 " A5 EL E V A T I O N D E T A I L - S O U T H P O R T I C O SC A L E : 1 / 4 " = 1 ' - 0 " D4 WA L L P R O F I L E SC A L E : 1 / 4 " = 1 ' - 0 " C5 PL A N D E T A I L - S O U T H P O R T I C O SC A L E : 1 / 4 " = 1 ' - 0 " D5 SO U T H P O R T I C O - O B S C U R E D W A L L S SC A L E : 1 / 4 " = 1 ' - 0 " A1 EL E V A T I O N D E T A I L - N O R T H P O R T I C O SC A L E : 1 / 4 " = 1 ' - 0 " D1 NO R T H P O R T I C O - O B S C U R E D W A L L S SC A L E : 1 / 4 " = 1 ' - 0 " D2 WA L L P R O F I L E SC A L E : 1 / 4 " = 1 ' - 0 " C1 PL A N D E T A I L - N O R T H P O R T I C O SC A L E : 1 / 4 " = 1 ' - 0 " A2 WA L L P R O F I L E SC A L E : 1 / 4 " = 1 ' - 0 " D3 WA L L P R O F I L E SC A L E : 1 / 4 " = 1 ' - 0 " A3 Se c t i o n 3 7 RC P S I M T O C 1 / A E 4 6 3 RCP SIM TO C1/AE463 3SEPT 10, 2012ADDENDUM 3 3 33 3 3 3 3 LE V E L 1 10 0 ' - 0 " 8 9 B2 AE 4 6 5 A1 AE 5 1 4 DO O R , S E E S C H E D U L E A1 / A E 3 0 3 CO N C E A L E D H O S E - B I B E4 AE 5 3 7 B5 AE 5 3 7 LEVEL 1 100' - 0"34 PARAPET 1 128' - 11" 4. 8 T.O. FACING STONE 120' - 4" 4. 9 C5 AE465A3AE465A2AE464 A3 AE 4 6 0 A3 AE460AE527B5 SEE C5/AE516 FOR STONE CARVING ON UNDERSIDE OF CORNICE BRONZE DOOR & TRANSOM, SEE DOOR SCHEDULE CO N C E A L E D H O S E - B I B OV E R F L O W N O Z Z L E , S E E M E C H . 34 L. 9L 4. 8 4. 9 A3 AE460 A3 AE465A2AE464 A3 AE 4 6 0 A3 AE460AE536D3 2' - 8"2' - 0" 2' - 8"3' - 6"E180AE538C4 3' - 6 " 5'-3"9'-5"5'-3"3'-6"1'-0 1/4"7' - 4" 8 C 9 AE 5 1 4 B1 AE 5 3 7 E4 LE V E L 1 10 0 ' - 0 " L. 9 PA R A P E T 1 12 8 ' - 1 1 " T. O . F A C I N G S T O N E 12 0 ' - 4 " AE 5 1 5 A1 AE 5 1 5 C1 AE 5 1 1 E5 SI M AE 5 1 1 C5 AE 5 2 0 D1 ATTIC ENTABLATURE FIELD WATER TABLE APRON C4 AE 5 3 8 F G T. O . F A C I N G S T O N E 12 0 ' - 4 " 2' - 2 7 / 8 " 7" 2' - 9 " 6" 1" 2' - 3 3 / 4 " 1"6" 4 1 / 2 " 6' - 1 0 3 / 8 " 4 1 / 2 " 6"1" 2' - 3 3 / 4 " 1"6" 2' - 9 " 7" 5/8"4 7/8" 3/8" 1 5/8" 5/8" 3" 1 7/8"3/8" 1 5/8" 3/4" 8" 11 7 / 8 " 8" 8' - 9 3 / 8 " 3/ 4 " D1 AE 4 6 1 D1 AE 4 6 5 1 7 / 8 " 3' - 8 " 2' - 5 7 / 8 " 8' - 7 1 / 4 " 2' - 5 7 / 8 " 3' - 8 " 1 7 / 8 " CL EQ EQ CL CL CL 1' - 0 " 2' - 5 1 / 4 " 2' - 5 1 / 4 " CL EQ EQ CL2' - 6 5/8"2' - 4 3/4" CL2' - 2 1/8"2' - 0 1/4" CL 2' - 6 5/8"2' - 4 3/4" CL 2' - 1 3 / 4 " 2' - 0 1 / 2 " CL 2' - 0 1 / 2 " CL 2' - 0 1 / 2 " 2' - 1 3 / 4 " 1' - 0 1/4" 1' - 0 1/4" 1' - 0 1/4" 1. SEE AE200 SERIES FOR STONE JOINTING.AND FINISH.2. DIMENSIONS SHOWN TO F.O. FIELD STONE.GENERAL NOTES PA R A P E T 2 13 3 ' - 9 1 / 2 " E1 AE 5 3 7 B1 AE 5 3 7 A1 AE 5 3 7 MTL PANEL SYSTEM LI N E O F R O O F M E M B R A N E ST O N E C L A D D I N G S Y S T E M 1'-0" 3' - 2 " LI G H T F I X T U R E , S E E E L E C SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/19/2012 3:57:14 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt EXTERIOR STONE PROFILES AE465Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012JG / RKDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 4 " = 1 ' - 0 " A2 EL E V D E T A I L - N W E G R E S S D O O R SC A L E : 1 / 4 " = 1 ' - 0 " A5 EL E V A T I O N D E T A I L - B A P T I S T R Y E N T R Y SC A L E : 1 / 4 " = 1 ' - 0 " C5 PL A N D E T A I L SC A L E : 1 / 4 " = 1 ' - 0 " B2 PL A N D E T A I L - N W E G R E S S D O O R SC A L E : 1 / 4 " = 1 ' - 0 " A3 WA L L P R O F I L E SC A L E : 1 / 2 " = 1 ' - 0 " D1 ST O N E P R O F I L E - E A S T P O R T I C O S O F F I T SC A L E : 1 / 2 " = 1 ' - 0 " C1 EA S T P O R T I C O S O F F I T 1AUG 27, 2012ADDENDUM 1 5SEPT 20, 2012ADDENDUM 5 SC A L E : 1 / 4 " = 1 ' - 0 " A1 DO O R E 3 0 0 1 1 1 5 2 3 4 F EGB3 AE 4 6 1 1. 7 H 4. 9 E. 2 S2 S1 SASB 8' - 7 1/8"19' - 8 7/8"8' - 7 1/8" 8' - 7 1 / 8 " 19 ' - 8 7 / 8 " 8' - 7 1 / 8 " 4 5 / 8 " 4 5/8" 4'-1 5/8"11'-5 3/4" 36'-11 1/4" 36 ' - 1 1 1 / 4 " 2' - 3 3 / 8 " 2'-3 3/8" 2' - 3 3 / 8 " 2'-3 3/8" A5 AE512 S2S1SASB12' - 1"12' - 1"10 3/4"3'-10"10 3/4"3'-10"10 3/4"1'-6 1/4"4'-8 3/4"10 3/4"1'-6 1/4"S2S1SASB2"10"10' - 3 5/8"10"2"2"10"10' - 3 5/8"10"2"6'-7 1/2"10"2"LINE OF SPIRE SHAFT AT B.O.MAIN SPIRE CORNICE PROFILE,APPROXIMATELY 187' - 6"S2S1SASB2"10"6' - 0"10"2"2"10"6' - 0"10"2"1. SEE AE200 SERIES FOR STONE JOINTING.AND FINISH.2. DIMENSIONS SHOWN TO F.O. FIELD STONE.GENERAL NOTES SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 3:51:45 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 \\psf\Home\Documents\A12_2011507_LDS Church Indianapolis Temple_Benh.rvt EXTERIOR STONE PROFILES AE466Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012RKCN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 4 " = 1 ' - 0 " A3 PL A N A B V P A R A P E T 3 ( 1 3 5 ' - 1 0 " ) SCALE: 1/4" = 1'-0"A5PLAN ABV SPIRE PLINTH (143' - 4")SCALE: 1/4" = 1'-0"B5PLAN ABV SPIRE BASE (151' - 4")SCALE: 1/4" = 1'-0"D5PLAN ABV SPIRE CORNICE (189' - 7")NOTE: REFERENCE A4/AE461 FOR SPECIFIC PLAN CUT RELATIVE TO SPIRE HEIGHT 2' - 0 " 3' - 0 " 2' - 0 " 3' - 0" 3" 3" SE C O N D A R Y R O O F D R A I N - SE T E X T E N S I O N S L E E V E 3 / 4 " AB O V E P R I M A R Y D R A I N E X T E N S I O N S L E E V E - S E E P L U M B . LI N E O F L E A D P A N PR I M A R Y R O O F D R A I N - S E E P L U M B I N G 1/ 4 " / F T . S L O P E B3 AE 5 0 0 B1 AE 5 0 0 T. O . S T E E L 12 6 ' - 3 " 7 RO O F M E M B R A N E 6" R I G I D I N S U L A T I O N ON S L O P E D ST R U C T U R E . CO N C R E T E O N MT L D E C K , S E E ST R U C T U R E ST E E L F R A M I N G , SE E S T R U C T U R E TA P E R E D R I G I D IN S U L A T I O N SE E R O O F P L A N F O R L A Y O U T O F DR A I N A G E B A S I N S TR A N S I T I O N Z O N E 2' - 0 " M I N Roof 125' - 5 1/4"6" METAL STUD W/ 5/8"GYP BOTH SIDESMEMBRANE FLASHING.EXTEND OVER ROOF HATCH CURBCURB FLASHING STRUCTURAL BEAM BEYONDCONCRETE ON METAL DECK6" RIGID INSULATION 6"10"10"3'-0"CONT. TRACKPROVIDE MTL. STUD FRAMING / SUPPORT @ BEAMEXTEND GYP. BD. TO DECKFILL FLUTES W/ FIRE SAFINGPRESSURE TREATED BLOCKING @ ROOF OPENINGS - ALL SIDESHINGED ROOF ACCESS HATCH COVER ROOF ACCESS LADDER SLAB EDGE "L" - SEE STRUCTCRICKET ROOF TO DRAIN AROUND HATCH PA R A P E T 1 12 8 ' - 1 1 " 8. 7 8" S T R U C T U R A L S T U D 6" R O O F I N G M E M B R A N E 4" S P F S Y S T E M CO N T . V A P O R B A R R I E R , EX T E N D I N S I D E , P A S T L I N E O F S T U D 4" M I N CA N T S T R I P 6" R I G I D I N S U L A T I O N ON S L O P E D S T R U C T U R E CO N C R E T E O N M E T A L D E C K , S L O P E D . SE E S T R U C T U R E ME T A L P A N E L R A I N S C R E E N SY S T E M 6" G A L V S T E E L P A N E L I Z E D SU P P O R T S T R U C T U R E F O R ME T A L P A N E L S Y S T E M CA V I T Y D R A I N A G E M A T E R I A L , M E C H FA S T E N T O S U B S T R U C T U R E - E N S U R E FU L L C L O S U R E O F G A P B T W N R O O F ME M B R A N E A N D M T L P N L SE A L R O O F M E M B R A N E T O V I N Y L CO A T E D T H R U - W A L L F L A S H I N G SS T C O U N T E R F L A S H I N G 5/ 8 " E X T E R I O R S H E A T H I N G PR E S S U R E T R E A T E D B L O C K I N G 8" PARAPET 2 133' - 9 1/2"STONE CLADDING SYSTEM ON GALV. SUPPORT SUBSTRUCTURESTONE COPING BLOCK STAINLESS STEEL ANCHOR IN T O S T O N E F R A M I N G S Y S T E M . GROUT AROUND ANCHOR AND SECURE WITH NEOPRENE WASHERS AT CONNECTION.STAINLESS STEEL FLASHING GALV STEEL FRAMING,SEE STRUCTURE METAL PANEL RAIN SCREEN SYSTEMAIR TERMINAL LIGHTNING PROTECTION, WHERE OCCURS, SEE ELECTRICAL3"AE505C5SIM T.O. STEEL 126' - 3"PARAPET 1 128' - 11"CONCRETE ON MTL DECK, SEE STRUCTUREGALV STEEL GIRT,SEE STRUCT ST O N E C L A D D I N G S Y S T E M ON G A L V . S U P P O R T SU B S T R U C T U R E METAL PANEL RAIN SCREEN SYSTEM6" STRUCTURAL STUD ROOF CRICKET 6" MIN RIGID INSULATION6" MIN TAPERED RIGID INSULATION, SLOPE TO DRAIN8"1'-5"GALV STEEL HSS POST,SEE STRUCTURAL FRAMING DETAIL FOR ATTACHMENT TO ROOF STRUCTURE SE C O N D A R Y R O O F D R A I N 1" W A T E R D A M SE T E X T E N S I O N S L E E V E 1 " A B O V E PR I M A R Y D R A I N E X T E N S I O N S L E E V E ME T A L D E C K W / C O N C . - SE E S T R U C T U R A L PR I M A R Y R O O F D R A I N - SE E P L U M B I N G 4l b L E A D P A N RO O F I N G M E M B R A N E S Y S T E M RO O F S U M P R E C E I V E R UN D E R D E C K C L A M P EX T E N S I O N S L E E V E 1/ 4 " / F T . S L O P E 4" MIN. PR E S S U R E T R E A T E D B L O C K I N G 4l b L E A D P A N 1" PR E S S U R E T R E A T E D B L O C K I N G (T Y P I C A L ) 4l b L E A D P A N RI G I D I N S U L A T I O N RO O F D R A I N - S E E PL U M B I N G 4l b . L E A D P A N RO O F I N G S Y S T E M O V E R RI G I D I N S U L A T I O N RO O F S U M P R E C E I V E R UN D E R D E C K C L A M P EX T E N S I O N S L E E V E MT L . D E C K W / C O N C . - S E E S T R U C T U R A L 1/ 4 " / F T . S L O P E 4" MIN. PR E S S U R E T R E A T E D BL O C K I N G ( T Y P I C A L ) 1/ 4 " / F T . S L O P E RE F E R T O F L O O R P L A N AN D W A L L S E C T I O N S FO R E X T E R I O R W A L L AS S E M B L I E S RO O F D R A I N O V E R F L O W PI P E , R E F . T O P L U M B I N G DR A W I N G S A.F.F. 1' - 1" CO N T S E A L A N T J O I N T A T OP E N I N G I N S T O N E CL A D D I N G BR A C E P I P E A S R E Q U I R E D , SE A L 4 " S P F S Y S T E M A T AL L P E N E T R A T I O N S ME C H A N I C A L E Q U I P . W / C U R B S ( S E E M E C H ) FL A S H I N G SC R E W A N C H O R W / M T L . BA C K E D N E P R E N E W A S H E R S @ 2 ' - 0 " O . C . RO O F M E M B R A N E F L A S H I N G SI N G L E P L Y R O O F I N G ME M B R A N E S Y S T E M CO N C R E T E O N M T L . D E C K AN C H O R C U R B T O S T R U C T U R E PR E S S U R E T R A T E D BL O C K I N G 6" M I N . R I G I D I N S U L A T I O N 6"1'-0" 6" R I G I D I N S U L A T I O N LA P S E A L A N T EL A S T O M E R I C P I P E J A C K VE N T P I P E R E : M E C H . CO N T . S E A L A N T CL A M P R I N G CO N C . O N M E T A L D E C K PR E S S U R E T R A T E D B L O C K I N G PA R A P E T 3 13 9 ' - 3 1 / 2 " 8. 7 W. S P I R E R O O F T . O . S . 13 6 ' - 6 " 1' - 0 3 / 4 " RO O F M E M B R A N E , L A P U P A N D O V E R PA R A P E T F R A M I N G AE 5 0 5 C5 SI M 6" S T R U C T U R A L S T U D , A L I G N W/ S L A B E D G E 5/ 8 " E X T S H E A T H I N G SS T F L A S H I N G ST O N E C O P I N G B L O C K DE C O R A T I V E C A R V E D S T O N E C A P ST O N E C L A D D I N G S Y S T E M O N G A L V SU P P O R T S U B S T R U C T U R E 6" M I N T A P E R E D R I G I D I N S U L A T I O N , SL O P E T O D R A I N CO N T V A P O R B A R R I E R , L A P D O W N S L A B ED G E M I N 4 " CO N C R E T E O N M T L D E C K , S E E S T R U C T U R E ST E E L F R A M I N G , S E E S T R U C T U R E DE F L E C T I O N S L I P T R A C K 8" S T R U C T U R A L S T U D AD D I T I O N A L R E I N F O R C E M E N T F O R ST O N E C L A D D I N G S Y S T E M , B Y S T O N E IN S T A L L E R SE L F A D H E S I V E T R A N S I T I O N FL A S H I N G M E M B R A N E 5/ 8 " E X T E R I O R S H E A T H I N G SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/27/2012 10:55:23 AM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt ENVELOPE DETAILS AE500Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 3 / 4 " = 1 ' - 0 " A1 RO O F D R A I N D E T A I L SC A L E : 1 1 / 2 " = 1 ' - 0 " C3 RO O F D E T A I L SCALE: 1" = 1'-0"A5DETAIL AT ROOF HATCH SC A L E : 1 1 / 2 " = 1 ' - 0 " C1 DE T A I L SCALE: 1 1/2" = 1'-0"D5PARAPET SCREEN WALL SCALE: 1 1/2" = 1'-0"B5PARAPET SCREEN WALL SC A L E : 1 1 / 2 " = 1 ' - 0 " B1 SE C T I O N T H R O U G H R O O F D R A I N - D O U B L E SC A L E : 1 1 / 2 " = 1 ' - 0 " B3 SE C T . T H R O U G H R O O F D R A I N - S I N G L E SC A L E : 1 1 / 2 " = 1 ' - 0 " A4 OV E R F L O W D R A I N D E T A I L SC A L E : 1 1 / 2 " = 1 ' - 0 " D4 ME C H A N I C A L C U R B SC A L E : 1 1 / 2 " = 1 ' - 0 " D3 TY P I C A L P I P E P E N E T R A T I O N SC A L E : 1 1 / 2 " = 1 ' - 0 " D1 DE T A I L 1AUG 27, 2012ADDENDUM 1111 1 1 1 1 LEVEL 1 100' - 0"L ST O N E C L A D D I N G S Y S T E M ON G A L V . S U P P O R T SU B S T R U C T U R E CONTINUOUS 4" SPF SYSTEM SS T T H R U - W A L L F L A S H I N G ST O N E A P R O N CONCRETE SHEAR WALL -SEE STRUCTURE ST O N E P A V E R - S E E LA N D S C A P E WA T E R P R O O F I N G ME M B R A N E CONC. FOUNDATION KEY - SEE STRUCTUREF.O. CONCRETE WALL BEYOND, 3" INSET @ SILL ACROSS WINDOW R.O.3"3"6"12" SUSPENDEND SLAB - SEE STRUCTURE 2" RIGID INSULATIONTAPERED RIGID INSULATION SS T D O W E L CA V I T Y D R A I N A G E M A T E R I A L T.O. STEEL 126' - 3"PARAPET 1 128' - 11"L ST O N E C O P I N G B L O C K ROOF MEMBRANE TO LAP OVER PARAPET FRAMING ST O N E C L A D D I N G S Y S T E M O N GA L V . S U P P O R T S U B S T R U C T U R E CO N T I N U O U S 4 " S P F S Y S T E M CO N T . V A P O R B A R R I E R - L A P OV E R R O O F E D G E & E X T E N D DO W N S H E A T H I N G 4 " M I N . P A S T JO I N T A T T . O . W A L L 6" S T R U C T U R A L S T U D , A L I G N W / SL A B E D G E ROOF MEMBRANE 6" TAPERED INSULATION CONCRETE ON MTL DECK5/8" EXTERIOR SHEATHING CONCRETE SHEAR WALL, SEE STRUCTURE ST A I N L E S S S T E E L A N C H O R IN T O S T O N E F R A M I N G S Y S T E M . GR O U T A R O U N D A N C H O R A N D SE C U R E W I T H N E O P R E N E WA S H E R S A T C O N N E C T I O N . STAINLESS STEEL PARAPET FLASHING CANT STRIP1'-4" CO N T . B E N T P L A T E P O U R S T O P , SE E S T R U C T . ADDITIONAL REINFORCEMENT, BY STONE INSTALLER EMBED PLATE,SEE STRUCTUREAE505C5VENT BASEMENT 88' - 0"CONCRETE MAT FOOTING -SEE STRUCTURECONCRETE SHEAR WALL -SEE STRUCTURE UN D E R S L A B DR A I N A G E - S E E ME C H A N I C A L 2" R I G I D I N S U L A T I O N FINISH PER SCHEDULE CONC. FOUNDATION KEY - SEE STRUCTURE WA T E R P R O O F I N G , EX T E N D D O W N O U T E R F A C E TO B A S E O F M A T F O O T I N G LE V E L 1 10 0 ' - 0 " 3 4" S P F S Y S T E M 5/ 8 " E X T S H E A T H I N G 12 " S T R U C T U R A L S T U D SS T T H R U - W A L L F L A S H I N G ST O N E A P R O N ST O N E P A V E R - S E E LA N D S C A P E CO N C R E T E F O U N D A T I O N - S E E S T R U C T U R E WA T E R P R O O F I N G ME M B R A N E CO N T I N U O U S U N D E R S L A B VA P O R B A R R I E R CO N C R E T E S L A B O N GR A D E - S E E S T R U C T U R E ST O N E C L A D D I N G S Y S T E M O N GA L V . S U P P O R T S U B S T R U C T U R E TA P E R E D R I G I D I N S U L A T I O N 2" R I G I D I N S U L A T I O N SS T D O W E L CA V I T Y D R A I N A G E M A T E R I A L 3 PA R A P E T 1 12 8 ' - 1 1 " 4" S P F S Y S T E M ST O N E C O P I N G B L O C K 6" R I G I D I N S U L A T I O N CO N C R E T E O N MT L D E C K CO N T . V A P O R B A R R I E R 5/ 8 " E X T E R I O R S H E A T H I N G CO N T I N U O U S F L U I D A P P L I E D VA P O R B A R R I E R - L A P O V E R RO O F E D G E & E X T E N D D O W N 4" M I N ST O N E C L A D D I N G S Y S T E M O N G A L V . SU P P O R T S U B S T R U C T U R E 6" S T R U C T U R A L S T U D , AL I G N W I T H S L A B E D G E 5/ 8 " E X T E R I O R SH E A T H I N G RO O F M E M B R A N E RO O F M E M B R A N E T O L A P O V E R PA R A P E T F R A M I N G 8" S T R U C T U R A L S T U D , D E F L E C T I O N SL I P T R A C K CA N T S T R I P ST A I N L E S S S T E E L PA R A P E T F L A S H I N G CO N T . B E N T P L A T E P O U R ST O P , S E E S T R U C T . ST R U C T U R A L F R A M I N G ST A I N L E S S S T E E L A N C H O R IN T O S T O N E F R A M I N G S Y S T E M . GR O U T A R O U N D A N C H O R A N D SE C U R E W I T H N E O P R E N E WA S H E R S A T C O N N E C T I O N . SE L F A D H E S I V E T R A N S I T I O N FL A S H I N G , M U L T I - S U R F A C E CO M P A T I B L E P R O D U C T , L A P OV E R T O P E D G E O F R O O F 4 " M I N . 8" MIN. 3" AI R T E R M I N A L L I G H T N I N G P R O T E C T I O N , WH E R E O C C U R S , S E E E L E C T R I C A L AD D I T I O N A L R E I N F O R C E M E N T , BY S T O N E I N S T A L L E R 1' - 9 " BL O C K I N G AE 5 0 5 C5 VE N T 1' - 0 3 / 4 " LE V E L 1 10 0 ' - 0 " L. 9 M 4" S P F S Y S T E M SS T T H R U - W A L L F L A S H I N G ST O N E A P R O N 8" S T R U C T U R A L S T U D CO N C R E T E S L A B O N G R A D E SH E E T M E T A L S H E A T H I N G 3 5 / 8 " S T R U C T U R A L S T U D 5/ 8 " G Y P S U M B O A R D 5/ 8 " E X T E R I O R S H E A T H I N G 2' - 8 " 1' - 1 3 / 4 " ST O N E C L A D D I N G S Y S T E M O N G A L V . SU P P O R T S U B S T R U C T U R E ST O N E P A V E R - S E E LA N D S C A P E 8" S T R U C T U R A L S T U D CO N T I N U O U S U N D E R S L A B VA P O R B A R R I E R CO N C R E T E F O O T I N G & FO U N D A T I O N - S E E S T R U C T U R A L WA T E R P R O O F I N G M E M B R A N E CO N C R E T E T O P P I N G S L A B DR A I N A G E C H A N N E L B E Y O N D , SE E A 3 / 5 0 1 TA P E R E D R I G I D I N S U L A T I O N SS T D O W E L CA V I T Y D R A I N A G E M A T E R I A L M ST O N E C L A D D I N G S Y S T E M ON G A L V . S U P P O R T SU B S T R U C T U R E CO N T . S S T D R I P P A N , B Y ST O N E I N S T A L L E R , R I D G E AT C E N T E R , S L O P T O PI E R S ; C O O R D I N A T E AT T A C H M E N T O F S T O N E CO N N E C T I O N S F O R S O F F I T 8" S T R U C T U R A L S T U D HE A D E R 18 g a G A L V S H E E T M E T A L SH E A T H I N G BR O N Z E D R S U R R O U N D , SE E D E T A I L S GA L V S U P P O R T S U B S T R U C T U R E B Y ST O N E I N S T A L L E R - D O N O T AN C H O R B A C K T O S T R U C T U R A L ST U D W A L L A T T H I S L O C A T I O N DR A I N A G E C H A N N E L S , 1/ 4 " : 1 ' S L O P E 2" T O P P I N G S L A B BI T U M I N O U S S T R I P CO M P A T I B L E W I T H WA T E R P R O O F I N G CO N C . F O U N D A T I O N , SE E S T R U C T U R E CO N T . W A T E R P R O O F I N G SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/17/2012 8:06:59 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt ENVELOPE DETAILS AE501Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 1 / 2 " = 1 ' - 0 " C5 SH E A R W A L L A T G R A D E SC A L E : 1 1 / 2 " = 1 ' - 0 " E5 PA R A P E T D E T A I L SC A L E : 1 1 / 2 " = 1 ' - 0 " A5 BA S E M E N T F O U N D A T I O N SC A L E : 1 1 / 2 " = 1 ' - 0 " C3 PA V I L I O N W A L L ( W D W ) A T G R A D E SC A L E : 1 1 / 2 " = 1 ' - 0 " E3 PA R A P E T D E T A I L SC A L E : 1 1 / 2 " = 1 ' - 0 " A1 BA P T I S T R Y E N T R Y P I E R SC A L E : 1 1 / 2 " = 1 ' - 0 " C1 BA P T I S T R Y E N T R Y S O F F I T SC A L E : 1 " = 1 ' - 0 " A3 IS O M E T R I C D E T A I L 1AUG 27, 2012ADDENDUM 1 4SEPT 17, 2012ADDENDUM 4 1 1 1 1 1 1 1 4 4 4 4 4 4 4 4 4 4 4 1 T. O . F A C I N G S T O N E 12 0 ' - 4 " ST O N E C L A D D I N G S Y S T E M O N G A L V . SU P P O R T S U B S T R U C T U R E ME T A L D R I P P A N , S L O P E D @ 1/ 8 " : 1 ' , D R A I N T O C O L U M N S ST O N E C L A D D I N G S Y S T E M O N G A L V . SU P P O R T S U B S T R U C T U R E GA L V A N I Z E D H S S 6 X 6 , S E E ST R U C T U R E SS T C O N T . C O P I N G C A P , WE L D & G R I N D C O R N E R S , 1/ 8 " : 1 - 0 " ' S L O P E LEVEL 1 100' - 0"2 ST O N E C L A D D I N G S Y S T E M ON G A L V . S U P P O R T SU B S T R U C T U R E 4" S P F S Y S T E M 5/ 8 " E X T E R I O R S H E A T H I N G 8" S T R U C T U R A L S T U D ST O N E P A V E R 3 5/8" STUD INTERIOR STONE PILASTER, SEE DETAILS CONCRETE SLAB ON GRADE5/8 GYPSUM BOARD1 3/4" SS T F L A S H I N G WA T E R P R O O F I N G ME M B R A N E CONTINUOUS UNDERLSAB VAPOR BARRIER CO N C R E T E FO U N D A T I O N - S E E ST R U C T U R E ST O N E P A V E M E N T SY S T E M - S E E LA N D S C A P E 2" R I G I D I N S U L A T I O N TA P E R E D R I G I D I N S U L A T I O N SCHEDULED FLOOR FINISH 7" 1 PA R A P E T 1 12 8 ' - 1 1 " CO N T I N U O U S 4 " S P F S Y S T E M 6" R I G I D I N S U L A T I O N , SL O P E T O D R A I N CO N T . V A P O R B A R R I E R ST O N E C L A D D I N G S Y S T E M O N G A L V . SU P P O R T S U B S T R U C T U R E 6" S T R U C T U R A L S T U D , AL I G N W / S L A B E D G E 5/ 8 " E X T E R I O R SH E A T H I N G SI N G L E P L Y ME M B R A N E RO O F M E M B R A N E T O L A P O V E R PA R A P E T F R A M I N G CA N T S T R I P BL O C K I N G BE N T P L A T E , S E E S T R U C T . ST E E L F R A M I N G , S E E S T R U C T U R E ST A I N L E S S S T E E L A N C H O R I N T O S T O N E FR A M I N G S Y S T E M . G R O U T A R O U N D AN C H O R A N D S E C U R E W I T H N E O P R E N E WA S H E R S A T C O N N E C T I O N . CO N C R E T E O N ME T A L D E C K ST O N E C O P I N G B L O C K AD D I T I O N A L RE I N F O R C E M E N T , B Y ST O N E I N S T A L L E R VE N T AE 5 0 5 C5 8 3 / 4 " 1' - 4 " SA W - C U T D R I P E D G E ST A I N L E S S S T E E L PA R A P E T F L A S H I N G AI R T E R M I N A L L I G H T N I N G P R O T E C T I O N , WH E R E O C C U R S , S E E E L E C T R I C A L SE A L A L L P E N E T R A T I O N S TH R O U G H V A P O R B A R R I E R 3" PA R A P E T 2 13 3 ' - 9 1 / 2 " 1.7 ST O N E C L A D D I N G S Y S T E M O N GA L V . S U P P O R T S U B S T R U C T U R E PR O V I D E A 3 " N O M I N A L P I P E O U T L E T SS T G U T T E R , B L O C K I N G A N D SU P P O R T B Y I N S T A L L E R HE A T T R A C E CA V I T Y D R A I N A G E M A T E R I A L , ME C H F A S T E N T O G U T T E R WI T H S S T F A S T E N E R S , CO M P L E T E L Y C L O S E G A P BE T W E E N S T O N E 5" EX T E R I O R E N V E L O P E VA R I E S B Y L O C A T I O N , SE E W A L L S E C T I O N S ST O N E C L A D D I N G S Y S T E M O N GA L V . S U P P O R T S U B S T R U C T U R E 5/ 8 " C E M E N T B D . O R M A R I N E GR A D E P L Y W O O D CO N T . S T E E L C L I P W E L D E D TO S U P P O R T FU L L Y - A D H E R E D S I N G L Y P L Y ME M B R A N E SS T C O P I N G / D R A I N P A N , SL O P E B A C K T O D R A I N PR O V I D E A 3 " NO M I N A L P I P E OU T L E T CO N T L I G H T F I X T U R E , C O O R D M O U N T I N G I N FI E L D , N O P E N E T R A T I O N S T H R U C O P I N G SS T S U P P O R T C H A N N E L SE G M E N T S A S R E Q U I R E D HE A T T R A C E 1 T. O . F A C I N G S T O N E 12 0 ' - 4 " ST O N E C L A D D I N G S Y S T E M O N GA L V . S U P P O R T S U B S T R U C T U R E SS T D R I P P A N , S L O P E D @ 1/ 8 " : 1 ' , D R A I N T O C O L U M N S GA L V . S T E E L S T O N E SU P P O R T S U B S T R U C T U R E LE V E L 1 10 0 ' - 0 " 1 ST O N E P A V E R S - SE E L A N D S C A P E ST O N E C L A D D I N G S Y S T E M ON G A L V . S U P P O R T SU B S T R U C T U R E GA L V A N I Z E D S T E E L CO L U M N - S E E ST R U C T U R E ST O N E P A V E M E N T S Y S T E M - S E E L A N D S C A P E ST O N E P A V E M E N T SY S T E M - S E E LA N D S C A P E CO N C R E T E F O U N D A T I O N & FO O T I N G , S E E S T R U C T U R E WA T E R P R O O F I N G ME M B R A N E 6 1 / 2 " B3 AE 5 2 2 LE V E L 1 10 0 ' - 0 " 1 ST O N E C L A D D I N G S Y S T E M ON G A L V . S U P P O R T SU B S T R U C T U R E GA L V . S H E E T ME T A L S H E A T H I N G SS T T H R U W A L L FL A S H I N G ST O N E P A V E R S - SE E L A N D S C A P E GA L V A N I Z E D S T E E L CO L U M N - S E E ST R U C T U R A L CO N C R E T E F O U N D A T I O N - SE E S T R U C T U R A L ST O N E P A V E M E N T SY S T E M - S E E LA N D S C A P E CO N C R E T E T O P P I N G S L A B DR A I N A G E C H A N N E L BE Y O N D , S E E A 3 / 5 0 1 WA T E R P R O O F I N G ME M B R A N E LE V E L 1 10 0 ' - 0 " 1. 7 4" S P F S Y S T E M CO N C R E T E S L A B O N G R A D E 5/ 8 " G Y P S U M B O A R D 3 5 / 8 " S T R U C T U R A L S T U D 8" S T R U C T U R A L S T U D 5/ 8 " E X T E R I O R S H E A T H I N G SS T T H R U W A L L F L A S H I N G CO N T I N U O U S U N D E R S L A B VA P O R B A R R I E R WA T E R P R O O F I N G ME M B R A N E CO N C R E T E F O O T I N G & FO U N D A T I O N - S E E ST R U C T U R A L 4" 1 7 / 8 " CO N C R E T E T O P P I N G S L A B DR A I N A G E C H A N N E L BE Y O N D , S E E A 3 / 5 0 1 L ST O N E C L A D D I N G S Y S T E M ON G A L V . S U P P O R T SU B S T R U C T U R E CO N T I N U O U S 4 " S P F SY S T E M SL O P E CO N C R E T E S H E A R W A L L , SE E S T R U C T U R E 5/8" 1" 6" 6" 5/ 8 " C E M E N T B D . O R MA R I N E G R A D E P L Y W O O D SS T C O P I N G W / F L A T S E A M S CO N T L I G H T F I X T U R E , CO O R D M O U N T I N G I N F I E L D , NO P E N E T R A T I O N S T H R U C O P I N G CO N T . S E A L A N T CO N T . S S T A N C H O R C L I P WA T E R P R O O F B A C K SI D E O F S T O N E , T Y P WE E P H O L E S RE M O V A B L E S T O N E CO U R S E 4" 1 1/4" VI F 5 1 / 4 " 2' - 3 1 / 2 " HE A T T R A C E IN E R T B L O C K I N G T O MA X I M I Z E H E A T T R A N S F E R TO C O P I N G CO N T I N U O U S A I R SP A C E 7" SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/17/2012 2:35:12 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt ENVELOPE DETAILS AE502Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 1 / 2 " = 1 ' - 0 " C3 EA S T P O R T I C O A T C O L U M N SC A L E : 1 1 / 2 " = 1 ' - 0 " A5 EN T R Y A T P I L A S T E R SC A L E : 1 1 / 2 " = 1 ' - 0 " E3 PO R T I C O P A R A P E T SC A L E : 1 1 / 2 " = 1 ' - 0 " D5 EA S T S P I R E A T P A R A P E T 2 SC A L E : 1 1 / 2 " = 1 ' - 0 " D3 CO R N I C E D E T A I L W / G U T T E R SC A L E : 1 1 / 2 " = 1 ' - 0 " C2 EA S T P O R T I C O A T S O F F I T SC A L E : 1 1 / 2 " = 1 ' - 0 " A3 EN T R Y A T R O U N D C O L U M N SC A L E : 1 1 / 2 " = 1 ' - 0 " A1 EN T R Y A T P I E R SC A L E : 1 1 / 2 " = 1 ' - 0 " A2 EN T R Y I N S I D E P I E R SC A L E : 1 1 / 2 " = 1 ' - 0 " D2 CO R N I C E D E T A I L 1AUG 27, 2012ADDENDUM 1 4SEPT 17, 2012ADDENDUM 4 1 4 4 4 4 4 4 4 4 4 4 44 4 4 4 4 LEVEL 1 100' - 0"2 CONTINUOUS 4" SPF SYSTEM CONCRETE SLAB ON GRADE5/8" GYPSUM BOARD3 5/8" STUD5/8" EXTERIOR SHEATHING TH R U W A L L F L A S H I N G WA T E R P R O O F I N G M E M B R A N E ST O N E P A V E R S - SE E L A N D S C A P E CONTINUOUS UNDERSLAB VAPOR BARRIER CO N C R E T E F O U N D A T I O N - SE E S T R U C T U R E 7"FLOOR FINISH PER SCHEDULE ST O N E C L A D D I N G S Y S T E M O N GA L V . S U P P O R T S U B S T R U C T U R E 4"1"1 3/4" AIR SPACE6" STRUCTURAL STUD 5/8" GYPSUM BOARD, FULLY ENCLOSE SPF SYSTEM 12 PA R A P E T 1 12 8 ' - 1 1 " CO N C R E T E O N M T L D E C K 4" T A P E R E D R I G I D IN S U L A T I O N , S L O P E T O D R A I N AD H E R E R O O F M E M B R A N E T O TH R U W A L L F L A S H I N G , EX T E N D U P W A L L M I N . 1 2 " ST O N E C L A D D I N G S Y S T E M ON G A L V . S U P P O R T SU B S T R U C T U R E VI N Y L C O A T E D F L A S H I N G 8" S T R U C T U R A L S T U D 5" 5/ 8 " E X T E R I O R S H E A T H I N G VA P O R B A R R I E R , E X T E N D 4 " M I N PA S T I N S I D E F . O . S T U D TR A N S I T I O N F L A S H I N G M E M B R A N E 12 PA R A P E T 2 13 3 ' - 9 1 / 2 " 6" S T R U C T U R A L S T U D 5/ 8 " E X T E R I O R S H E A T H I N G CO N T I N U O U S 4 " S P F S Y S T E M ST O N E C L A D D I N G S Y S T E M O N GA L V . S U P P O R T S U B S T R U C T U R E , BY S T O N E I N S T A L L E R SU R F A C E M O U N T E D R E G L E T WI T H C O U N T E R F L A S H I N G , T Y P . ST E E L G I R T , S E E ST R U C T U R E 5/ 8 " C E M E N T B D . O R M A R I N E GR A D E P L Y W O O D SS T G U T T E R W / F U L L Y - A D H E R E D S I N G L Y PL Y M E M B R A N E , C O O R D G U T T E R S U P P O R T W/ S T O N E S Y S T E M S U B S T R U C T U R E HE A T T R A C E 5" PR O V I D E A 3 " N O M I N A L P I P E OU T L E T LE V E L 1 10 0 ' - 0 " 12 CO N C R E T E S L A B O N GR A D E 5/ 8 " G Y P S U M B O A R D 3 5 / 8 " S T U D 8" S T R U C T U R A L S T U D 5/ 8 " E X T E R I O R S H E A T H I N G CO N T I N U O U S 4 " S P F S Y S T E M SS T F L A S H I N G CO N C R E T E F O U N D A T I O N - SE E S T R U C T U R A L CO N C R E T E P O D I U M - SE E S T R U C T U R E PA C K G A P W I T H R I G I D IN S U L A T I O N CO N T I N U O U S U N D E R S L A B VA P O R B A R R I E R IN T E R I O R T R I M - S E E EL E V A T I O N S 5" 5" 1 3 / 4 " A I R G A P 18 g a G A L V S H E E T M E T A L SH E A T H I N G 8" S T R U C T U R A L S T U D FL O O R F I N I S H P E R SC H E D U L E 1'-7" SL O P E 1/ 4" : 1' 13 8" S T R U C T U R A L S T U D CO N C R E T E F O U N D A T I O N - S E E S T R U C T U R A L ST O N E C L A D D I N G S Y S T E M O N GA L V S U P P O R T S U B S T R U C T U R E CO N C R E T E P O D I U M - SE E S T R U C T U R E WA T E R P R O O F I N G ME M B R A N E WA T E R D R A I N A G E S L O T GA L V A N I Z E D C O L U M N , S E E ST R U C T U R E ST O N E A P R O N ST O N E P A V E R - SE E L A N D S C A P E SS T F L A S H I N G SS T D O W E L 18 g a G A L V S H E E T M E T A L SH E A T H I N G CA V I T Y D R A I N A G E MA T E R I A L LE V E L 1 10 0 ' - 0 " 13 WA T E R P R O O F I N G ME M B R A N E , E X T E N D O V E R BA S E P L A T E & U P C O L U M N MI N O F 8 " ST O N E P A V E R - SE E L A N D S C A P E ST O N E F I L L - SE E L A N D S C A P E ST O N E A P R O N CO N C R E T E P O D I U M - S E E ST R U C T U R E ST O N E C L A D D I N G S Y S T E M O N GA L V S U P P O R T S U B S T R U C T U R E GA L V A N I Z E D S T E E L C O L U M N WI T H B A S E P L A T E , W H E R E OC C U R S - S E E S T R U C T U R E CO N C R E T E F O U N D A T I O N - SE E S T R U C T U R E CL 6 1 / 2 " SS T D O W E L CA V I T Y D R A I N A G E M A T E R I A L SS T F L A S H I N G LEVEL 1 100' - 0"STONE APRON STONE PAVER -SEE LANDSCAPESTONE CLADDING SYSTEM ON GALV SUPPORT SUBSTRUCTURE STONE FILL -SEE LANDSCAPEWATERPROOFING MEMBRANECONCRETE PODIUM - SEE STRUCTURE CONCRETE FOUNDATION -SEE STRUCTURENEOPRENE SPACER, 3 PER STONE1/2" SAND SETTING BEDFILTER FABRIC ADHERED TO WATER PROOFING MEMBRANE SST DOWELCAVITY DRAINAGE MATERIALSST FLASHING SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/17/2012 2:36:25 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt ENVELOPE DETAILS AE503Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 1/2" = 1'-0" C5 DE T A I L SC A L E : 1 1 / 2 " = 1 ' - 0 " C2 WE S T P O R T I C O A T R O O F SC A L E : 1 1 / 2 " = 1 ' - 0 " D2 WE S T P O R T I C O A T P A R A P E T SC A L E : 1 1 / 2 " = 1 ' - 0 " A2 PO R T I C O P O D I U M A T P I E R SC A L E : 1 1 / 2 " = 1 ' - 0 " A1 PO R T I C O P O D I U M A T P I E R SC A L E : 1 1 / 2 " = 1 ' - 0 " A3 PO R T I C O P O D I U M A T C O L U M N SCALE: 1 1/2" = 1'-0"A5PORTICO PODIUM AT WINDOW3SEPT 10, 2012ADDENDUM 3 4SEPT 17, 2012ADDENDUM 4 3 3 3 3 3 3 3 3 3 3 3 3 3 33 3 3 3 3 3 3 3 3 3 3 3 33 3 4 PA R A P E T 1 12 8 ' - 1 1 " 1. 7 ST O N E C L A D D I N G S Y S T E M O N G A L V . SU P P O R T S U B S T R U C T U R E , B Y S T O N E IN S T A L L E R SI N G L Y - P L Y R O O F I N G M E M B R A N E CO N T I N U O U S 4 " S P F S Y S T E M CO N C R E T E O N M E T A L D E C K , A D D I T I O N A L IN T E G R A L R E I N F O R C E M E N T F O R S T O N E AT T A C H M E N T S , B Y S T O N E I N S T A L L E R 5/ 8 " E X T E R I O R S H E A T H I N G - H O L D DO W N 3 / 4 " GA L V . S T E E L G I R T , S E E ST R U C T U R E CO N T . V A P O R B A R R I E R SE L F - A D H E S I V E T R A N S I T I O N ME M B R A N E 6" M I N . T A P E R E D I N S U L A T I O N , SL O P E T O D R A I N B. O . S T E E L EL : 1 2 8 ' - 4 " SE E S T R U C T U R A L D T L LE V E L 1 10 0 ' - 0 " 1. 7 ST O N E A P R O N ST O N E C L A D D I N G S Y S T E M O N GA L V . S U P P O R T S U B S T R U C T U R E SS T T H R U W A L L F L A S H I N G 4" S P F S Y S T E M CO N C R E T E S L A B O N G R A D E 5/ 8 " G Y P S U M B O A R D 3 5 / 8 " S T U D 8" S T R U C T U R A L S T U D 5/ 8 " E X T E R I O R S H E A T H I N G ST O N E P A V E R - S E E LA N D S C A P E CO N C R E T E F O U N D A T I O N - SE E S T R U C T U R E CO N T I N U O U S U N D E R S L A B VA P O R B A R R I E R ST O N E F I L L - S E E LA N D S C A P E WA T E R P R O O F I N G ME M B R A N E 4" 1 3 / 4 " SC H E D U L E D F L O O R F I N I S H TA P E R E D R I G I D IN S U L A T I O N 2" R I G I D I N S U L A T I O N SS T D O W E L CA V I T Y D R A I N A G E M A T E R I A L PA R A P E T 2 13 3 ' - 9 1 / 2 " 1. 7 ST O N E C L A D D I N G S Y S T E M O N G A L V . S U P P O R T SU B S T R U C T U R E , B Y S T O N E I N S T A L L E R GA L V . S T E E L G I R T , S E E S T R U C T U R E 5/ 8 " C E M E N T B D . O R M A R I N E GR A D E P L Y W O O D SS T G U T T E R W / F U L L Y - A D H E R E D S I N G L Y PL Y M E M B R A N E , C O O R D G U T T E R S U P P O R T W/ S T O N E S Y S T E M S U B S T R U C T U R E HE A T T R A C E 5" PR O V I D E A 3 " N O M I N A L P I P E OU T L E T T. O . S T E E L EL : 1 3 4 ' - 0 " CA V I T Y D R A I N A G E M A T E R I A L , M E C H F A S T E N TO G U T T E R 4" MIN LE V E L 1 10 0 ' - 0 " M 10 " S T R U C T U R A L S T U D SS T T H R U - W A L L F L A S H I N G ST O N E A P R O N ST O N E C L A D D I N G S Y S T E M O N G A L V . SU P P O R T S U B S T R U C T U R E ST O N E P A V E R - S E E LA N D S C A P E CO N C R E T E FO U N D A T I O N - S E E ST R U C T U R E 12 " S U S P E N D E D S L A B - SE E S T R U C T U R E 5/ 8 " G Y P B D 2" R I G I D I N S U L A T I O N WA T E R P R O O F I N G M E M B R A N E 5/ 8 " E X T E R I O R S H E A T H I N G TO P P I N G S L A B SC H E D U L E D F L O O R F I N I S H CO N T I N U O U S 4 " S P F S Y S T E M TA P E R E D R I G I D I N S U L A T I O N ST O N E F I L L - S E E LA N D S C A P E SS T D O W E L CA V I T Y D R A I N A G E M A T E R I A L 3 5 / 8 " S T U D 1 3 / 4 " A I R S P A C E 4" T. O . S T E E L 12 6 ' - 3 " PA R A P E T 1 12 8 ' - 1 1 " M 6" R I G I D IN S U L A T I O N CO N C R E T E O N M T L D E C K CO N T . V A P O R BA R R I E R - L A P O V E R RO O F E D G E & EX T E N D D O W N 4 " ST O N E C L A D D I N G S Y S T E M O N G A L V . SU P P O R T S U B S T R U C T U R E CA N T S T R I P 4" S P F S Y S T E M 5/ 8 " E X T E R I O R S H E A T H I N G ST R U C T U R A L F R A M I N G SE L F A D H E S I V E T R A N S I T I O N F L A S H I N G BE N T P L A T E P O U R S T O P , S E E S T R U C T . 8" S T R U C T U R A L S T U D DE F L E C T I O N S L I P T R A C K 5/ 8 " E X T E R I O R S H E A T H I N G , HO L D D O W N 3 / 4 " 6" S T R U C T U R A L ST U D I N F I L L 7 1 / 4 " 1' - 0 3 / 4 " 5 1 / 2 " 2' - 0" RO O F M E M B R A N E U P T O RE G L E T A T T A C H M E N T , 2 ' - 0 " AB V T . O . C O N C R E T E D E C K SS T F L A S H I N G TR A N S I T I O N F L A S H I N G M E M B R A N E CO U N T E R F L A S H W / TR A N S I T I O N M E M B R A N E MT L P A N E L R A I N SC R E E N S Y S T E M 8" M T. O . F A C I N G S T O N E 12 0 ' - 4 " 8" S T R U C T U R A L S T U D L A P P E D OV E R 1 0 " S T R U C T U R A L S T U D 8" S T R U C T U R A L S T U D CO N T I N U O U S 4 " S P F S Y S T E M IN T E R I O R F I N I S H E S , S E E EL E V A T I O N S 3 5 / 8 " S T U D 5/ 8 " G Y P S U M B O A R D BR A C E B A C K T O E X T E R I O R ST R U C T U R E 8 ' - 0 " O . C . CO N T . G A L V . B R E A K M T L " Z " CL O S U R E 10 " S T R U C T U R A L S T U D 5/ 8 " E X T E R I O R S H E A T H I N G DY N A M I C M O V E M E N T J O I N T 1 3 / 4 " A I R S P A C E SS T F L A S H I N G STONE CLADDING SYSTEM ON GALV. SUPPORT SUBSTRUCTURECONTINUOUS 4" SPF SYSTEM 5/8" EXTERIOR SHEATHING ON STRUCTURAL STUD5/8" CEMENT BD. OR MARINE GRADE PLYWOOD SS T C O P I N G W / F L A T SEAMS CO N T . S E A L A N T CO N T . S S T A N C H O R C L I P WA T E R P R O O F B A C K SI D E O F S T O N E , T Y P WE E P H O L E S HE A T T R A C E IN E R T B L O C K I N G T O MA X I M I Z E H E A T T R A N S F E R TO C O P I N G CONTINUOUS AIR SPACE 1 1/4" 2'-3 1/2"VIF5 1/4" 5/8" 7" CO N T L I G H T F I X T U R E , CO O R D M O U N T I N G I N F I E L D , N O PE N E T R A T I O N S T H R U C O P I N G B.4 1 3/4" GAP BETWEEN STUDS 5/ 8 " E X T E R I O R S H E A T H I N G 3 5/8" STRUCTURAL STUDS TO SPAN HORIZONTALLY BETWEEN JAMBS.CONTINUOUS 4" SPF SYSTEM SE L F - A D H E S I V E T R A N S I T I O N FL A S H I N G M E M B R A N E 5/8" GYPSUM BOARD, FULLY ENCASE SPRAY-APPLIED INSULATION 12" STRUCTURAL STUD SILL MO N O L I T H I C S T O N E S I L L , S E E D E T A I L S EX T E R I O R S T O N E C L A D D I N G S Y S T E M ON G A L V S U P P O R T S U B S T R U C T U R E CO N T I N U O S A I R S P A C E R.O. STRUCTURAL WALL EL: 102'-0" SS T F L A S H I N G 3"1" ST O N E S U P P O R T T O S P A N BE T W E E N S T R U C T U R A L J A M B S 3 5/8" STUD5/8" GYP BDINTERIOR MILLWORK, SEE ELEVATIONS 1 3/4"DECORATIVE MIRROR, PROVIDE BLOCKING IN WALL 4"4"L.9 PARAPET 1 128' - 11" CO N T I N U O U S 4 " S P F S Y S T E M ST O N E C O P I N G B L O C K 6" RIGID INSULATION CONCRETE ON MTL DECKCONT. VAPOR BARRIER, LAP DOWN SLAB ROOF EDGE 4" MIN 5/ 8 " E X T E R I O R S H E A T H I N G ST O N E C L A D D I N G S Y S T E M O N G A L V . SU P P O R T S U B S T R U C T U R E 6" STRUCTURAL STUD, ALIGN W/SLAB EDGE 5/8" EXTERIOR SHEATHING ROOF MEMBRANE RO O F M E M B R A N E T O L A P O V E R PA R A P E T F R A M I N G 8" STRUCTURAL STUD, DEFLECTION SLIP TRACKCANT STRIPSTAINLESS STEEL PARAPET FLASHING CONT. BENT PLATE POUR STOP, SEE STRUCTURESTEEL FRAMING, SEE STRUCTURE ST A I N L E S S S T E E L A N C H O R I N T O S T O N E FR A M I N G S Y S T E M . G R O U T A R O U N D AN C H O R A N D S E C U R E W I T H N E O P R E N E WA S H E R S A T C O N N E C T I O N . SE L F A D H E S I V E T R A N S I T I O N FL A S H I N G M E M B R A N E , L A P O V E R TO P E D G E O F R O O F 4 " M I N . 8" MIN.3" AI R T E R M I N A L L I G H T N I N G P R O T E C T I O N , WH E R E O C C U R S , S E E E L E C T R I C A L ADDITIONAL REINFORCEMENT,BY STONE INSTALLER1'-4"BLOCKINGAE505C5 VE N T SIM 1'-0 3/4"SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/25/2012 8:28:44 AM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt ENVELOPE DETAILS AE504Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 1 / 2 " = 1 ' - 0 " C1 EA S T E N T R Y A T S T R I N G C O U R S E SC A L E : 1 1 / 2 " = 1 ' - 0 " A1 EA S T E N T R Y A T S T R I N G C O U R S E - B A S E SC A L E : 1 1 / 2 " = 1 ' - 0 " D1 EA S T E N T R Y A T S T R I N G C O U R S E - P A R A P E T 2 SC A L E : 1 1 / 2 " = 1 ' - 0 " A3 SO U T H P O R T I C O F L A N K - B A S E SC A L E : 1 1 / 2 " = 1 ' - 0 " D3 SO U T H P O R T I C O F L A N K - P A R A P E T SC A L E : 1 1 / 2 " = 1 ' - 0 " C3 LA P P E D S T U D S D E T A I L SC A L E : 1 1/2" = 1'-0" 1 DE T A I L SC A L E : 1 1/2" = 1'-0" 2 ST N P N L K - S I L L D E T A I L SC A L E : 1 1/2" = 1'-0" 3 PA R A P E T D E T A I L 1AUG 27, 2012ADDENDUM 1 3SEPT 10, 2012ADDENDUM 3 4SEPT 17, 2012ADDENDUM 4 6SEPT 25, 2012ADDENDUM 6 1 3 3 3 3 3 3 33 3 3 3 3 3 3 3 33 33 3 3 3 3 3 1 1 1 3 3 3 4 6 6 4 PA R A P E T 2 13 3 ' - 9 1 / 2 " ST O N E C O P I N G B L O C K ST A I N L E S S S T E E L A N C H O R IN T O S T O N E F R A M I N G SY S T E M . G R O U T A R O U N D AN C H O R A N D S E C U R E W I T H NE O P R E N E W A S H E R S A T CO N N E C T I O N . VE N T BL O C K I N G A S R E Q U I R E D 6" S T R U C T U R A L S T U D 5/ 8 " E X T E R I O R S H E A T H I N G GA L V . S T R U C T U R A L FR A M I N G , S E E ST R U C T U R E ME T A L P A N E L R A I N S C R E E N SY S T E M , A L I G N J O I N T S WI T H H O R I Z O N T A L S T O N E CO U R S I N G ST A I N L E S S S T E E L F L A S H I N G 1' - 9 " AE 5 0 5 C5 SE L F A D H E S I V E T R A N S I T I O N FL A S H I N G M E M B R A N E , U P A N D OV E R T . O . P A R A P E T F R A M I N G CL ST O N E C L A D D I N G S Y S T E M O N GA L V . S U P P O R T S U B S T R U C T U R E T. O . S T E E L EL : 1 3 3 ' - 3 1 / 2 " LEVEL 1 100' - 0"4 ST O N E C L A D D I N G S Y S T E M O N GA L V . S U P P O R T S U B S T R U C T U R E SS T T H R U - W A L L F L A S H I N G ST O N E A P R O N ST O N E P A V E R - S E E LA N D S C A P E WA T E R P R O O F I N G ME M B R A N E CONCRETE FOUNDATION -SEE STRUCTURECONTINUOUS 4" SPF SYSTEM INTERIOR TRIM - SEE INTERIOR ELEVATIONS CONCRETE SLAB ON GRADE CONTINUOUS UNDERSLAB VAPOR BARRIER6"3"F.O. CONCRETE BEYOND TA P E R E D R I G I D I N S U L A T I O N SCHEDULED FLOOR FINISH 2" R I G I D I N S U L A T I O N CA V I T Y D R A I N A G E M A T E R I A L SS T D O W E L LE V E L 1 10 0 ' - 0 " 4 CO N C R E T E F O U N D A T I O N - SE E S T R U C T U R E SS T T H R U - W A L L FL A S H I N G ST O N E A P R O N ST O N E C L A D D I N G S Y S T E M O N GA L V . S U P P O R T S U B S T R U C T U R E ST O N E P A V E R - S E E LA N D S C A P E ST O N E F I L L - SE E L A N D S C A P E CO N T I N U O U S 4 " S P F S Y S T E M 5/ 8 " G Y P S U M B O A R D O N MT L F U R R I N G CO N C R E T E S L A B O N G R A D E CO N T I N U O U S U N D E R S L A B VA P O R B A R R I E R WA T E R P R O O F I N G ME M B R A N E 6" 6" 1 1 / 2 " SC H E D U L E D F L O O R F I N I S H TA P E R E D R I G I D IN S U L A T I O N 2" R I G I D I N S U L A T I O N SS T D O W E L CA V I T Y D R A I N A G E M A T E R I A L 4 5/ 8 " E X T E R I O R S H E A T H I N G ST O N E C L A D D I N G S Y S T E M O N GA L V . S U P P O R T S U B S T R U C T U R E EXTEND ROOF MEMBRANE UP TO REGLET, 2'-0" ABV CONC DECK 6" STRUCTURAL STUD INFILL4" SPF SYSTEM CANT STRIP CONCRETE SLAB ON GRADESELF ADHESIVE TR A N S I T I O N F L A S H I N G CO N T . B E N T P L A T E P O U R ST O P , S E E S T R U C T U R E CONT. VAPOR BARRIER -LAP OVER ROOF EDGE &EXTEND DOWN 4"EMBED PLATE, SEE STRUCTURE CONCRETE SHEAR WALL,SEE STRUCTURE6" RIGID INSULATION8 1/4"SST FLASHING NO N - C O N T I N U O U S G A L V T H I N - P A N E L SU P P O R T F R A M E A C R O S S W I D T H OF D E C O R A T I V E R E C E S S E D P A N E L IN S E T D E C O R A T I V E C A R V E D P A N E L 4 PA R A P E T 1 12 8 ' - 1 1 " ST O N E C L A D D I N G S Y S T E M O N GA L V . S U P P O R T S U B S T R U C T U R E CO N T . V A P O R B A R R I E R - L A P O V E R RO O F E D G E & E X T E N D D O W N 8 " CO N C R E T E O N M E T A L D E C K , SE E S T R U C T U R E CO N T . B E N T P L A T E P O U R ST O P , S E E S T U C T U R E 4" S P F S Y S T E M 5/ 8 " E X T E R I O R S H E A T H I N G CA N T S T R I P 6" S T R U C T U R A L S T U D 6" M I N R I G I D I N S U L A T I O N RO O F M E M B R A N E U P T O RE G L E T A T T A C H M E N T , 2 ' - 0 " AB V T . O . C O N C R E T E D E C K CO N C R E T E W A L L , S E E ST R U C T U R E EM B E D P L A T E , SE E S T R U C T U R E SS T F L A S H I N G TR A N S I T I O N F L A S H I N G M E M B R A N E 2' - 0" CO U N T E R F L A S H W / T R AN S I T I O N M E M B R A N E 8" MT L P A N E L R A I N S C R E E N S Y S T E M 8 1 / 4 " LE V E L 1 10 0 ' - 0 " L D2 AE 5 0 5 1'-3 1/2"4" 1' - 3 " 2' - 8 " 1' - 3 " ST O N E V E N E E R IN C I S E D S T O N E P A N E L CO R N E R S T O N E S T O R A G E BO X B E H I N D 3 IN C I S E D S T O N E P A N E L CO R N E R S T O N E S T O R A G E B O X ST O N E B A S E 3/4"1'-2"3/4" 1'-11 5/8" 3/ 4 " SS T 5 - S I D E D L I N E R 2 '- 1 " 7" 1'-9"1" 3 /4 " F L A N G E OW N E R S T O P R O V I D E A R C H I V A L LI N E R F O R C O R N E R S T O N E B O X SS T C O R N E R S T O N E ST O R A G E B O X 1" SE A L A N T SS T T H R E A D E D R O D SST FLASHING NEOPRENE WASHERCONT. SEALANT BEADSST WASHER SEAL STONE COPING BLOCK GA L V . B A C K F R A M E , B Y STONE INSTALLER GR O U T A R O U N D A N C H O R VE N T , L O C A T I O N V A R I E S LE V E L 1 10 0 ' - 0 " 5 CO N T I N U O U S W A T E R P R O O F I N G CO N T I N U O U S U N D E R S L A B V A P O R B A R R I E R SL A B P O U R - O V E R , S E E S T R U C T U R E CO N C R E T E S L A B O N G R A D E , S E E S T R U C T U R E SC H E D U L E D F L O O R F I N I S H SC H E D U L E D W A L L B A S E SC H E D U L E D P A R T I T I O N CH A M F E R A T EX P O S E D E D G E 3/8" BA S E M E N T 88 ' - 0 " 5 CO N C R E T E W A L L , S E E S T R U C T U R E CO N T I N U O U S W A T E R P R O O F I N G MA T F O O T I N G , S E E S T R U C T U R E PE R I M E T E R D R A I N A G E S Y S T E M , S E E M E C H UN D E R - S L A B D R A I N A G E S Y S T E M , S E E M E C H SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/19/2012 3:51:14 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt ENVELOPE DETAILS AE505Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 1 / 2 " = 1 ' - 0 " C3 DE T A I L SC A L E : 1 1 / 2 " = 1 ' - 0 " A5 DE T A I L SC A L E : 1 1 / 2 " = 1 ' - 0 " A3 DE T A I L SCALE: 1 1/2" = 1'-0" B5 DETAIL SC A L E : 1 1 / 2 " = 1 ' - 0 " B3 DE T A I L SC A L E : 1 " = 1 ' - 0 " D1 CO R N E R S T O N E E L E V A T I O N SC A L E : 1 " = 1 ' - 0 " D2 CO R N E R S T O N E S E C T I O N SC A L E : 1 1 / 2 " = 1 ' - 0 " D3 CO R N E R S T O N E B O X I S O M E T R I C SCALE: 3" = 1'-0" C5 STONE COPING PIN CONNECTION 1AUG 27, 2012ADDENDUM 1 3SEPT 10, 2012ADDENDUM 3 5SEPT 20, 2012ADDENDUM 5 1 1 1 1 1 1 3 3 3 3 3 3 3 3 33 3 3 3 3 3 SC A L E : 1 1 / 2 " = 1 ' - 0 " B1 DE T A I L SC A L E : 1 1 / 2 " = 1 ' - 0 " A1 DE T A I L 5 5 4. 8 SP I R E P L I N T H 14 3 ' - 1 " SS T I N S E C T S C R E E N I N SS T F R A M E , N O AT T A C H M E N T S T O ST O N E HE A T T R A C E , S E E E L E C SS T G U T T E R , B L O C K I N G A N D SU P P O R T B Y I N S T A L L E R - S E E AE 1 0 4 F O R S C H E M A T I C G U T T E R PL A N ( N O A T T A C H M E N T S T O ST O N E ) PR O V I D E A 3 " N O M I N A L P I P E O U T L E T , SE E A E 1 0 4 F O R L O C A T I O N S 5" 5" GA L V S U P P O R T S T R U C T U R E , BY S T O N E I N S T A L L E R , T Y P 2" M I N EX T E R I O R S T O N E C L A D D I N G SY S T E M 5" 6" T.O. EAST SPIRE 196' - 10"CL CONTINUOUS SEALANT4"5"STAINLESS STEEL COPING1'-4 5/8"1 1/2"4"STONE CLADDING SYSTEM ON GALV. SUPPORT SUBSTRUCTURE, CUBIC STONE CAP, CORE DRILLEDFIBERGLASSSTAINLESS STEEL FASTENERPROTECTIVE GALVANIC COATING E4 AE5061'-9"COPPER CABLE UP TO LIGHTNIGHT PROTECTION,SEE ELEC. SP I R E C O R N I C E 18 9 ' - 6 " SST INSECT SCREEN IN SST FRAME, NO ATTACHMENTS TO STONE HEAT TRACE, SEE ELECSST GUTTER, BLOCKING AND SUPPORT BY INSTALLER - SEE AE104 FOR SCHEMATIC GUTTER PLAN (NO ATTACHMENTS TO STONE)PROVIDE A 3" NOMINAL PIPE OUTLET,SEE AE104 FOR LOCATIONS GA L V S U P P O R T S T R U C T U R E , BY S T O N E I N S T A L L E R , T Y P EX T E R I O R S T O N E C L A D D I N G SY S T E M LI G H T F I X T U R E , S E E E L E C , CO O R D M O U N T I N G L O C A T I O N IN F I E L D W / A R C H I T E C T GALV STEEL FRAMING,SEE STRUCTURE SS T S U P P O R T B R A C K E T S , A S RE Q ' D . N O A T T A C H M E N T T O ST O N E 2" MIN+/- 1'-3"1'-1"4" SP I R E B A S E 15 0 ' - 9 " S1 SST INSECT SCREEN IN SST FRAME, NO ATTACHMENTS TO STONE SST GUTTER, BLOCKING AND SUPPORT BY INSTALLER - SEE AE104 FOR SCHEMATIC GUTTER PLAN (NO ATTACHMENTS TO STONE)PROVIDE A 3" NOMINAL PIPE OUTLET,SEE AE104 FOR LOCATIONSGALV SUPPORT STRUCTURE,BY STONE INSTALLER, TYP LI G H T F I X T U R E , S E E E L E C , CO O R D M O U N T I N G L O C A T I O N IN F I E L D W / A R C H I T E C T EXTERIOR STONE CLADDING SYSTEM SS T S T A N D - O F F S , M I N T H R E E PE R F I X T U R E S E G M E N T GALV STEEL GRATING, SEE STRUCTURE GALV STEEL BEAM, SEE STRUCTURE2" MIN4"5"+/- 1'-11" SP I R E P L I N T H 14 3 ' - 1 " S1 SS T I N S E C T S C R E E N I N SS T F R A M E , N O AT T A C H M E N T S T O ST O N E SS T G U T T E R , B L O C K I N G A N D SU P P O R T B Y I N S T A L L E R - S E E A E 1 0 4 FO R S C H E M A T I C G U T T E R P L A N ( N O AT T A C H M E N T S T O S T O N E ) PR O V I D E A 3 " N O M I N A L P I P E O U T L E T , SE E A E 1 0 4 F O R L O C A T I O N S GA L V S U P P O R T S T R U C T U R E , BY S T O N E I N S T A L L E R , T Y P LI G H T F I X T U R E , S E E E L E C , CO O R D M O U N T I N G L O C A T I O N IN F I E L D W / A R C H I T E C T 7" EX T E R I O R S T O N E C L A D D I N G SY S T E M CO N T I N U O U S G A L V CH E C K E R P L A T E T R E A D 5" 6" 2" M I N GA L V S T E E L C O L U M N , S E E S T R U C T U R E 1'-7 3/4" +/ - 1 ' - 8 1 / 2 " GA L V T I E - O F F A T CE N T E R L I N E O F T R E A D 2 PA R A P E T 3 13 9 ' - 3 1 / 2 " ST O N E C L A D D I N G S Y S T E M O N GA L V . S U P P O R T S U B S T R U C T U R E SS T G U T T E R , B L O C K I N G A N D SU P P O R T B Y I N S T A L L E R - S E E A E 1 0 4 FO R S C H E M A T I C G U T T E R P L A N ( N O AT T A C H M E N T S T O S T O N E ) ST O N E C L A D D I N G S Y S T E M O N G A L V . SU P P O R T S U B S T R U C T U R E SI N G L E P L Y R O O F M E M B R A N E , LA P O V E R A N D S E A L T O GU T T E R BE N T P L A T E P O U R S T O P , S E E ST R U C T U R A L CO N C R E T E O V E R M E T A L DE C K ST E E L F R A M I N G , S E E ST R U C T U R E DE C O R A T I V E C A R V E D C A P ST O N E CO O R D I N A T E A D D I T I O N A L R E I N F O R C E M E N T AS R E Q U I R E D , B Y S T O N E I N S T A L L E R 1" M I N T A P E R E D R I G I D , SL O P E T O G U T T E R CA V I T Y D R A I N A G E M A T E R I A L TR A N S I T I O N F L A S H I N G M E M B R A N E 2" M I N PE R I M E T E R B L O C K I N G , AD H E R E T O S L A B T. O . E A S T S P I R E 19 6 ' - 1 0 " 9"FROM TOP OF BALL TO TOP OF STATUE 7'-0" DIAMETER 1'-7" FI B E R G L A S S H O R N ST A I N L E S S S T E E L S E T S C R E W SI L I C O N E C A U L K I N G FI B E R G L A S S S T A T U E O N SP H E R E W I T H G O L D L E A F 3" AE 5 0 6 E5 LI G H T N I N G A I R T E R M I N A L , SE E E L E C . 3/ 4 " 2" 3/ 4 " 2 1 / 2 " 3/4" 1/4" 3/4" 3' 8". TR A I L E R H I T C H R E C E I V E R T U B E 2 1 / 2 " x 2 1 / 2 " S E A M L E S S O N I N S I D E . RE C E I V E R T U B E F O R M O U N T I N G I N TO W E R P R O V I D E D B Y 3 D . A R T T O CO N T R A C T O R . C O N T R A C T O R W I L L FO R W A R D S T E E L T U B E T O T O W E R MA N U F A C T U R E R . 5' 9 1/2" STEEL TUBE WE L D I N G 3 1 / 2 " 1/4"2 1/2"1/4" 2" CO P P E R C A B L E OP E N 12 g a . S S T " L " B R A C K E T E A . J A M B AN C H O R T O S T O N E S Y S T E M ST O N E P A N E L & F R A M E SY S T E M B Y S T O N E IN S T A L L E R CA S T B R O N Z E GR I L L E WI R E M E S H I N S E C T S C R E E N , S Q . WE A V E , 3 1 6 S . S . , W O V E N C O N S T . 2 0 ME S H , 0 . 0 1 6 0 " W I R E , 0 . 0 3 4 " O P E N I N G PR O V I D E B L A C K F I N I S H SS T F L A S H I N G ( O N E PI E C E P A N & E N D D A M S 12 g a . S S T S T R A P A N C H O R T O ST O N E P A N E L S Y S T E M 12 g a . S S T C L I P - A N C H O R T O ST O N E P A N E L S Y S T E M 9" 5 5 / 8 " 9 5/8" 2 1 / 2 " JA M B 1" TH R E A D E D I N S E R T EP O X Y T O S T O N E 3 3 L. 9 L. 9 PR O V I D E S I N G L E C A P S T O N E T O AC C O M M O D A T E S L O P E TR A N S I T I O N S A T S T E P S I N P L A N SI N G L E C A P S T O N E A T OU T S I D E C O R N E R , T Y P SI N G L E C A P T S T O N E A T I N S I D E CO R N E R , T Y P SL O P E O F C A P T O V A R Y I N O R D E R T O M A I N T A I N S A M E E L E V A T I O N AT P E R I M E T E R A N D I N T E R I O R E D G E S O F C A P S T O N E S , T Y P ST O N E S U P P L I E R T O C O O R D J O I N T S WI T H E L E V A T I O N S F O R A R C H AP P R O V A L , T Y P LI N E O F N O T C H I N C A P S T O N E PR O F I L E , S E E S T O N E P R O F I L E SH E E T S A E 5 1 0 - 5 1 5 SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/27/2012 11:58:12 AM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt ENVELOPE DETAILS - SPIRE AE506Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 1 / 2 " = 1 ' - 0 " B4 DE T A I L SCALE: 1 1/2" = 1'-0" E5 DETAIL SCALE: 1 1/2" = 1'-0" B5 DETAIL SC A L E : 1 1 / 2 " = 1 ' - 0 " A5 DE T A I L SC A L E : 1 1 / 2 " = 1 ' - 0 " B3 DE T A I L SC A L E : 1 1 / 2 " = 1 ' - 0 " A1 EA S T S P I R E A T P A R A P E T 3 SC A L E : 1 " = 1 ' - 0 " C1 MO R O N I S T A T U E E L E V A T I O N SC A L E : 6 " = 1 ' - 0 " E4 ST A T U E S U P P O R T D E T A I L 1AUG 27, 2012ADDENDUM 1 SC A L E : 3 " = 1 ' - 0 " B1 BR O N Z E G R I L L E S E C T I O N 1 1 1 1 1 1 1 SC A L E : 3 / 4 " = 1 ' - 0 " E2 DE T A I L P L A N - P A R A P E T C A P T R A N S I T I O N S 1 B. 4 C 9 FI R E S T O P C A U L K FU R R I N G GY P S U M B O A R D SH E A R W A L L 4" S P F S Y S T E M ST O N E C L A D D I N G SY T E M 5/ 8 " E X T E R I O R SH E A T H I N G 8" S T R U C T U R A L S T U D 3 5 / 8 " S T R U C T U R A L S T U D AL I G N 1'-0 3/4" FI R E S T O P C A U L K B B.4 C6" STRUCTURAL STUD FURRING GYPSUM BOARDSHEAR WALL4" SPF SYSTEMSTONE CLADDING SYTEM5/8" EXTERIOR SHEATHING 8" STRUCTURAL STUD 3 5/8" STRUCTURAL STUD 1'-5"1'-0 3/4"ALIGN 3 4 E AL I G N 3 7/8" FU R R I N G H A T C H A N N E L GY P S U M B O A R D SH E A R W A L L 4" S P F S Y S T E M ST O N E C L A D D I N G SY T E M 5/ 8 " E X T E R I O R SH E A T H I N G 8" S T R U C T U R A L S T U D 3 5 / 8 " S T R U C T U R A L S T U D 3 3 4 4 D D SLOPE PR O V I D E O N E - P I E C E PA R A P E T C A P LO W E R P A R A P E T UP P E R P A R A P E T ME M B R A N E P A R A P E T FL A S H I N G ( H I D D E N L I N E ) PA R A P E T S C R E E N (T R A N S I T I O N ) A5 AE 3 1 1 SI M LI N E O F C O R N I C E B E L O W 11L.9 PV C S T R I P , E X T E N D I N T O S T O N E J O I N T . J O G A S RE Q U I R E D A T E N T A B L A T U R E A N D E X T E N D T O UN D E R S I D E O F P A R A P E T C A P T O P R O V I D E CO N T I N U O U S C O M P A R T M E N T A L I Z A T I O N O F EX T E R I O R A I R C A V I T Y EX T E R I O R S T O N E C L A D D I N G O N G A L V S U P P O R T SU B S T R U C T U R E CO N T I N U O U S 4 " S P F S Y S T E M 5/ 8 " E X T E R I O R S H E A T H I N G ST E E L C O L U M N , S E E S T R U C T U R E AL T L O C A T I O N F O R P V C S T RI P , L O C A T I O N T O B E DE T E R M I N E D B Y S T O N E I N S T A L L E R F O R A P P R O V A L BY A R C H I T E C T PO S I T I O N O F I N T S T U D V A R I E S A T E A C H C O R N E R , SE E R E S P E C T I V E L O C A T I O N S O N A E 1 0 1 b SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/17/2012 2:45:38 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt ENVELOPE DETAILS AE507Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 1 / 2 " = 1 ' - 0 " A4 DE T A I L SCALE: 1 1/2" = 1'-0"A5DETAIL SC A L E : 1 1 / 2 " = 1 ' - 0 " A3 DE T A I L SC A L E : 3 / 4 " = 1 ' - 0 " A1 DE T A I L - P A R A P E T 1 R E T U R N 4SEPT 17, 2012ADDENDUM 4 SC A L E : 1 1 / 2 " = 1 ' - 0 " C5 EX T E R I O R W A L L C A V I T Y C L O S U R E D E T A I L TYP AT (4) PRIMARY CORNERS OF THE BLDG 4 4 4 33 PA R A P E T 1 12 8 ' - 1 1 " 10 " 1' - 1 0 " 1" 1' - 3 " 2 1/4"5 1/4"1"1 1/4"1' - 11"2 3/8"1 1/2"9 1/4" 3/ 8 " 1/ 8 " 3/ 8 " 1/ 4 " 5/ 8 " 1/ 2 " 7/ 8 " 3 1/2" VARIES JO G A T R O O F S L A B 5/ 8 " R 1 3/4" R 2" R 3 3/4" R 2 1/8" 9 3/4" SL O P E 1 / 2 " : 1 ' SA W - C U T D R I P E D G E 33 44 PA R A P E T 2 13 3 ' - 9 1 / 2 " PA R A P E T 1 12 8 ' - 1 1 " 2" 4 1/2"1' - 2 3/4"2"2 1/2"2' - 10 5/8" 1/ 4 " 3/ 4 " 3/ 8 " 3/ 4 " 5/ 8 " 3 7 / 8 " 1' - 1 3 / 8 " 1' - 2 1 / 8 " R 3 1/2" R 4 1/8 " 1' - 9 " 3 1/2" SL O P E 1 / 2 " : 1 ' SE E A 1 / A E 5 0 7 SA W - C U T D R I P E D G E LE V E L 1 10 0 ' - 0 " 33 1/8"5" 1 3/8" 1/4" 1/8" 3 1/8" 2 3/8" 4 1/2"7"1/4"1' - 9 1/2"1/4" 1/ 4 " 3/ 4 " 3/ 4 " 5/ 8 " 7/ 8 " 1/ 4 " 1' - 1 1 / 2 " 2' - 1 1 / 2 " R 4 1/8" R 1' - 7 3/4" 2" M I N 3/ 4 " 2 7 / 8 " 1 1 / 4 " 3/ 8 " 3 1 / 2 " 3/4" 2 7/8" 3 5/8" 1/2" 7 1/2" ST O N E A P R O N : ST O N E T Y P E F FA C I N G S T O N E 8 5 / 8 " ST O N E T Y P E V A R I E S , SE E E L E V A T I O N S 10 " RE C E S S E D S E A L A N T J T W H E R E S T O N E TY P E S D I F F E R , O T H E R W I S E P R O V I D E ST O N E R E V E A L A S D I M E N S I O N E D 1/ 2 " LE V E L 1 10 0 ' - 0 " 3 1' - 7 1/2"2' - 7 1/2"1'-4"STONE APRON:STONE TYPE FSTONE TYPE VARIES,SEE ELEVATIONS SE E A 3 / A E 5 1 0 F O R ST O N E P R O F I L E D I M E N S I O N S 1'-2 5/8"FACING STONE RECESSED SEALANT JT WHERE STONE TYPES DIFFER, OTHERWISE PROVIDE STONE REVEAL AS DIMENSIONED 1/2"33PARAPET 1 128' - 11"2' - 4"1' - 4"2 1/4"5 1/4"1"1 1/4"1'-11"2 3/8"1 1/2"9 1/4"1"1'-9"3/8"1/8"3/8"1/4"5/8"1/2"7/8"R 1 3/4"R 2"R 3 3/4"R 2 1/8"5/8"VARIES JOG AT ROOF SLAB3 1/2"9 3/4"SAW-CUT DRIP EDGE 33 T. O . F A C I N G S T O N E 12 0 ' - 4 " 1' - 4"2' - 4" SE E C 3 / A E 5 1 0 F O R ST O N E P R O F I L E D I M E N S I O N S ST O N E M U T U L E & T R I G L Y P H , WH E R E A P P L I C A B L E - S E E E L E V FACING STONE1'-4"CARVED PANEL, SEE D3/AE527 FOR TYP DETAIL 33 T. O . F A C I N G S T O N E 12 0 ' - 4 " 1' - 1 0 " 10 " 1/2" 1 1/8" 1 7/8" 7/8" 7/8" 7/8" 3 1/2" 1/2" 5/8" 1/2" 3 1/2" 7/ 8 " 1 5 / 8 " 3/ 8 " 5/ 8 " 5/ 8 " 1/ 2 " 1/ 4 " 3/ 8 " 3/ 8 " 3/ 8 " 1/ 4 " 2" 1/ 4 " 2 3 / 8 " 1 3 / 4 " 1/ 4 " DYN JT 1 5/8" 3/8" 1 7/8"7"2 1/4"1' - 9"1 3/4" 7/8"2 5/8" 3 1/2" 2 3 / 8 " 1 5 / 8 " 3/ 4 " 1' - 1 3 / 4 " R 1 1 / 8 " R 1 7/8" R 7/8" R 3/4" R 5/ 8" R 5/8" 8 1 / 4 " CA R V E D P A N E L , SE E D 3 / A E 5 2 7 F O R T Y P DE T A I L 1/ 8 " O P E N VE N T I L A T I O N J O I N T FA C I N G S T O N E 10 " 3/ 4 " ST O N E M U T U L E & T R I G L Y P H , WH E R E A P P L I C A B L E - S E E E L E V PA R A P E T 2 13 3 ' - 9 1 / 2 " PA R A P E T 1 12 8 ' - 1 1 " MM CL O F S T R U C T U R E 1' - 4 1 / 2 " 1' - 1 0 " 2" 1' - 9 " 4 1/2"1' - 2 3/4"2"2 1/2"2' - 10 5/8"3/8" 1 1/2"3/8" 5 1/4"2 1/4" 1/ 4 " 3/ 4 " 3/ 8 " 3/ 4 " 5/ 8 " 1/ 4 " 3/ 8 " 3/ 4 " 3/ 4 " 3/ 4 " R 2 5 / 8 " R 4 1/8"R 3 1/2" DE C O R A T I V E C A R V E D ST O N E P A N E L , S E E EL E V A T I O N S 5 1 / 2 " 9 3/4" SL O P E 1 / 2 " : 1 ' 3 1/2" FA C I N G S T O N E 1' - 4 1 / 2 " SA W - C U T D R I P E D G E PA R A P E T 1 12 8 ' - 1 1 " CC 1' - 4 " 10 " 1' - 3 " 1" 3/ 8 " 1/ 8 " 3/ 8 " 1/ 4 " 1 1/2"2 3/8"1' - 11"1 1/4"1"5 1/4"2 1/4" 5/ 8 " 1/ 2 " 7/ 8 " R 3 3/4" R 2 1/8"R 1 3/4" R 2" 9 1/4" 3 1/2" 9 3/4" SL O P E 1 / 2 " : 1 ' SA W - C U T D R I P E D G E FA C E O F S T R U C T U R E : DY N A M I C J O I N T : ST O N E J O I N T ( F O R R E F E R E N C E ) : SE E A E 2 0 1 b F O R C O U R S I N G M O D U L E S ST O N E P R O F I L E L E G E N D NE A R E S T R E L E V A N T G R I D : CO N C R E T E / S T R U C T U R A L S T U D ST O N E T Y P E E : EX C E P T W H E R E N O T E D O T H E R W I S E SE E A E 2 0 0 b S E R I E S FO R S T O N E F I N I S H SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/25/2012 9:00:05 AM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt STONE PROFILES AE510Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012JGDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 1 / 2 " = 1 ' - 0 " E3 ST O N E P R O F I L E SC A L E : 1 1 / 2 " = 1 ' - 0 " A2 ST O N E P R O F I L E SC A L E : 1 1 / 2 " = 1 ' - 0 " A3 ST O N E P R O F I L E SCALE: 1 1/2" = 1'-0" A5 STONE PROFILESCALE: 1 1/2" = 1'-0"E5STONE PROFILE SC A L E : 1 1/2" = 1'-0" C5 ST O N E P R O F I L E SC A L E : 1 1 / 2 " = 1 ' - 0 " C3 ST O N E P R O F I L E SC A L E : 1 1 / 2 " = 1 ' - 0 " A1 ST O N E P R O F I L E SC A L E : 1 1 / 2 " = 1 ' - 0 " E2 ST O N E P R O F I L E 6SEPT 25, 2012ADDENDUM 6SLOPE 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 11 T. O . F A C I N G S T O N E 12 0 ' - 4 " 4 3 / 8 " 1' - 4 " 1 5 / 8 " 3/ 4 " 5 3 / 8 " 1' - 0 1 / 4 " 5 3 / 8 " 6 7 / 8 " 2 1/4"7"1 7/8" 3/8" 1 5/8" 3/8" 1 5/8" 3/8" 5/8" 1 7/8" 3" 3/ 4 " 1/ 4 " DYN JT R 3 / 4 " R 3/4" 2 PA R A P E T 3 13 9 ' - 3 1 / 2 " PA R A P E T 2 13 3 ' - 9 1 / 2 " W. S P I R E R O O F T . O . S . 13 6 ' - 6 " 1' - 0 1/8"1/8"8 3/4"3 1/8"1"1' - 4 1/8"1"3 1/8"8 7/8" 1/8" 4"6 3/8" 2" 3 1 / 8 " 1/ 2 " 1 1 / 2 " 5 1 / 4 " 1' - 1 0 3 / 4 " 6" IN S E T D E C O R A T I V E C A R V E D ST O N E P A N E L , S E E E L E V A T I O N S 6 1 / 2 " R 3 1/8"R 1" 1 1/2" SL O P E 1 / 2 " : 1 ' 1' - 3 " 3 1/2"CO P I N G B L O C K AT W E S T S P I R E ON L Y 2' - 4 " DE C O R A T I V E C A R V E D C A P S T O N E , S E E E L E V A T I O N S SA W - C U T DR I P E D G E 10 5 / 8 " 5/ 8 " 22 PA R A P E T 3 13 9 ' - 3 1 / 2 " PA R A P E T 2 13 3 ' - 9 1 / 2 " W. S P I R E R O O F T . O . S . 13 6 ' - 6 " 1' - 0 1/8"1/8"3' - 5 7/8" 1/8" 4"6 3/8" 2" 5 1 / 4 " 1' - 3 1 / 8 " 6" DE C O R A T I V E C A R V E D C A P ST O N E , S E E E L E V A T I O N S A3 AE 4 6 6 1 1/2" SA W - C U T D R I P E D G E CO P I N G B L O C K A T WE S T S P I R E O N L Y 1' - 3 " 3 1/2" 6 1 / 2 " 2' - 8 1 / 2 " 2' - 3 1 / 4 " SL O P E 1 / 2 " : 1 ' JO G A T R O O F S L A B , WE S T S P I R E O N L Y 5/ 8 " LEVEL 1 100' - 0"1110 5/8"1' - 10 5/8"1/2"1 1/4"5/8"2 3/8"1/2"3 1/4"1 1/8"1 1/8"4 1/2"7"1/4"1' - 9 3/4"3 1/4"2" MIN 1" MIN - COORD W/ PAVING DETAILSTONE TYPE VARIES,SEE ELEVATIONSRECESSED SEALANT JT WHERE STONE TYPES DIFFER, OTHERWISE PROVIDE STONE REVEAL AS DIMENSIONED11PARAPET 1 128' - 11"2 1/4"5 1/4"1"1 1/4"1' - 11"2 3/8"1 1/2"9 1/4"1' - 6"1"3/8"1/8"3/8"1/4"5/8"1/2"7/8"2 1/8"3 3/4"R 1 3/4"R 2"8 3/4"T.O. STEEL / BOTTOM OF ROOF DECK1'-3"3 1/2"SAW-CUT DRIP EDGE VARIES 9 1/4"9 3/4"11T.O. FACING STONE 120' - 4" SE E C 3 / A E 5 1 0 F O R ST O N E P R O F I L E D I M E N S I O N S STONE SOFFIT,SEE A1/AE511 F. O . S T O N E A T F R I E Z E STEPS BACK 3/4" AT IN S C R I P T I O N P A N E L , E A S T P O R T I C O O N L Y 1'-6" ST O N E M U T U L E & T R I G L Y P H , WH E R E A P P L I C A B L E - S E E E L E V CA R V E D P A N E L , S E E D 3 / A E 5 2 7 FOR TYP DETAIL 11T.O. FACING STONE 120' - 4"6"5/8"1 1/4"1' - 6"1/4"3/8"5/8"1/4"3/8"3/4"3/4"1 1/8"1/4"1 1/8"9 1/4"3 1/8"1/2"1/2"1/2"DYN JT 1 5/8"3/8"1 7/8"R 1 1/8" PA R A P E T 2 13 3 ' - 9 1 / 2 " PA R A P E T 1 12 8 ' - 1 1 " 1. 7 1' - 2 " 2"2 5/8"3 7/8"7 5/8"3 1/4"2"2 1/2"2' - 10 5/8"3/8" 1 1/2" 3/8"5 1/4"2 1/4" 3/ 8 " 1" 7/ 8 " 2 3 / 4 " 1/ 4 " 3/ 8 " 5/ 8 " 2 1 / 8 " 1/ 4 " 3/ 8 " 3/ 4 " 3/ 4 " 3/ 4 " 2 5 / 8 " R 6 " R 1 ' - 0 7 / 8 " DE C O R A T I V E C A R V E D S T O N E PA N E L , S E E E L E V A T I O N S SA W - C U T D R I P E D G E FA C I N G S T O N E 1/ 4 " 9 1 / 4 " 1 3/4" 3/8" T. O . F A C I N G S T O N E 12 0 ' - 4 " 1. 7 1. 7 DYN JT 1 5/8" 3/8"4' - 2 7/8"3/8"1 5/8"3/8" 7/ 8 " 1' - 2 " 3/ 4 " 3/ 4 " 10 " FF 1/ 2 " 1/ 2 " 1 1 / 4 " 5/ 8 " 2 3 / 8 " 6" 3"7"3 1/4" 1 1/8" 1 1/8" 2' - 2 7 / 8 " 3 1/4" FF T. O . F A C I N G S T O N E 12 0 ' - 4 " 2' - 2 7 / 8 " 6" 1/ 2 " 1/ 2 " 5/ 8 " 1 1 / 4 " 1/ 4 " 3/ 8 " 5/ 8 " 1/ 4 " 3/ 8 " 3/8" 1 5/8" DYN JT 1/2" 1/2" 1/2" 3 1/8"9 1/4" 1 1/8" 1/4" 1 1/8" 7 1/2"3" 3/ 4 " R 1 1/8" FA C E O F S T R U C T U R E : DY N A M I C J O I N T : ST O N E J O I N T ( F O R R E F E R E N C E ) : SE E A E 2 0 1 b F O R C O U R S I N G M O D U L E S ST O N E P R O F I L E L E G E N D NE A R E S T R E L E V A N T G R I D : CO N C R E T E / S T R U C T U R A L S T U D ST O N E T Y P E E : EX C E P T W H E R E N O T E D O T H E R W I S E SE E A E 2 0 0 b S E R I E S FO R S T O N E F I N I S H SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/25/2012 9:03:25 AM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt STONE PROFILES AE511Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 1 / 2 " = 1 ' - 0 " A1 ST O N E P R O F I L E SC A L E : 1 1 / 2 " = 1 ' - 0 " D1 ST O N E P R O F I L E SC A L E : 1 1 / 2 " = 1 ' - 0 " D3 ST O N E P R O F I L E SCALE: 1 1/2" = 1'-0"A5STONE PROFILESCALE: 1 1/2" = 1'-0"E5STONE PROFILE SCALE: 1 1/2" = 1'-0"C5STONE PROFILE SCALE: 1 1/2" = 1'-0"B5STONE PROFILE SC A L E : 1 1 / 2 " = 1 ' - 0 " B3 ST O N E P R O F I L E SC A L E : 1 1 / 2 " = 1 ' - 0 " A3 ST O N E P R O F I L E SC A L E : 1 1 / 2 " = 1 ' - 0 " A4 ST O N E P R O F I L E SC A L E : 1 1 / 2 " = 1 ' - 0 " B4 ST O N E P R O F I L E 6SEPT 25, 2012ADDENDUM 6 6 6 6 6 6 6 66 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 SP I R E B A S E 15 0 ' - 9 " SP I R E P L I N T H 14 3 ' - 1 " 7 1/8"5 3/4" 1/4" 5 3/4" 1/4" 5 3/4" 1/4" 3/4" 1 5/8" 1 3/8" 1/8" 3/4" 3 3/4"3/4"5/8"11 1/8"7/8"1/4"3 3/8" 1/4" 7/8" 1/4"3' - 5 3/4"4 1/8"1' - 7 3/8" 1/ 4 " 3"4 5/8"4 5/8"1' - 1 1/8" 1/ 8 " 3/ 8 " 1/4"3/8" 1/ 4 " 1 3 / 8 " 1/ 2 " 1 1 / 8 " 1/ 4 " 3"2 1 / 2 " R 2 3/8"R 1 5/8"R 3/4"R 5/8"INSET CARVED STONE PATTERN, SEE ELEVATIONS A5 AE466CUBIC STONE CAP 2" SP I R E B A S E 15 0 ' - 9 " 5 1/4"5 1/4"1' - 6 3/4"3/8"3' - 11" 2" 1/4" 7/8" 1 3/4" 5/8" 7/8" 2 7/8" 2 1/4"6 1/8" R 3 1 / 2 " B5 AE 4 6 6 1 1/2"1 1/2" 3/4" 2.0° 2. 0 ° 2 3/8" 2 7/8"4 7/8"1/4" 3'-6 5/8"1/4"1'-4 1/2"1/4" SP I R E C O R N I C E 18 9 ' - 6 " R 8 1 / 2 " R 4 1/4 " R 3/4"R 1 1/8 " R 2" R 2 3 / 8 " R 1 5 / 8 " R 3 / 4 " R 5 / 8 " DE C O R A T I V E C A R V E D S T O N E P A N E L , SE E E L E V A T I O N S D5 AE 4 6 6 6 1/2" 1'-8 3/4" 1 3/8" 3 7/8" 3/4" 1/8" 3 1/8"7/8" 1/ 4 " 1 1 / 4 " 1/ 2 " 1/4" 1/8" 2'-11 7/8" 7/8" 5/8" 8 3/4"2 5/8" 1 3/8" 7 5/8"2 1/4"1/2" 1'-2 3/4"8 7/8"9" 1/ 4 " 1 1 / 8 " 6 1/4" 1 1/2" 1/ 4 " 5/ 8 " 1/ 8 " 5/ 8 " 3" 1/ 8 " 1 1 / 4 " 1/ 4 " 5/ 8 " 9 7 / 8 " 2 1/2" 2 1/2" 2 1/4" 2.0° 2.0° 2. 0 ° 22 PA R A P E T 3 13 9 ' - 3 1 / 2 " SP I R E P L I N T H 14 3 ' - 1 " 8 7 / 8 " 1'-3"3/8" 10 7/8"3/8" 10 7/8"3/8"11 3/8" 11 1/8" 1' - 7 1 / 2 " 1' - 7 1 / 2 " 1'-7 1/2"1'-7 1/2"SAW-CUT DRIP EDGE1/2"1" T. O . E A S T S P I R E 19 6 ' - 1 0 " 5 5/8" 6"1/2" 7"1/2" 7 7/8"1/2" 9"1/2" 1/2"10 1/2"1/2" 5 3 / 8 " 1' - 2 7 / 8 " 6" 7" 7 7 / 8 " 9" 5 1 / 4 " CU B I C S T O N E C A P , C O O R D WI T H S T R U C T U R A L S U P P O R T F O R S T A T U E SP I R E B A S E 15 0 ' - 9 " SP I R E P L I N T H 14 3 ' - 1 " 3/4" 2 7/8" 1/8" 7/8" 3 3/4" 1 3/8" 11 1/8" 7/8" 1/4" 3 3/8" 1/4" 7/8" 1/4"3'-5 7/8" 5" 4 1/4" 2'-1 3/8" 6" 93 .3°212.7° 1/ 2 " 5/ 8 " 1 5 / 8 " 1/ 4 " 6" 1/ 4 " 1/ 4 " 3/ 8 " 1/ 4 " 3/ 8 " 1/ 2 " 1/ 2 " R 3/4 " R 5 / 8 " S1S1 A5 AE 4 6 6 3. 3 ° 3.5° 3. 5 ° SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/25/2012 9:52:43 AM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt STONE PROFILES AE512Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012JGDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 1 / 2 " = 1 ' - 0 " A5 ST O N E P R O F I L E SC A L E : 1 1 / 2 " = 1 ' - 0 " A2 ST O N E P R O F I L E SC A L E : 1 1 / 2 " = 1 ' - 0 " A1 ST O N E P R O F I L E SC A L E : 1 1 / 2 " = 1 ' - 0 " C5 ST O N E P R O F I L E SC A L E : 1 1 / 2 " = 1 ' - 0 " B5 ST O N E P R O F I L E SC A L E : 1 1 / 2 " = 1 ' - 0 " A3 ST O N E P R O F I L E 6SEPT 25, 2012ADDENDUM 6 6 6 6 6 6 6 6 6 6 6 6 6 RE C I P R O C A L P R O F I L E S 6 6 6 6 LE V E L 1 10 0 ' - 0 " 3 8 3/4"2 3/8"1 3/8"2' - 3 1/2" 1/ 4 " 5 3 / 8 " 2' - 3 3 / 4 " 1' - 3 3 / 4 " 3 T. O . F A C I N G S T O N E 12 0 ' - 4 " 5 1/8"10 1/8"3/8" 1 5/8" 3/8" 2 1/4" 3/ 4 " 3/ 4 " 5 1 / 4 " 3 1 / 8 " 5 1 / 8 " 1" 10 " 1' - 1 0 " IN S E T D E C O R A T I V E C A R V E D ST O N E T R A N S O M , S E E EL E V A T I O N S 3 5" 3" 1' - 2 " 3" 5 1 / 8 " 11 1/2"7 1/2"3 1/8" 5 1/8" 6 1/4" 3 1/8" 3/8" 1/4" 1/4" 2 1/4"2 " 10" INSET DECORATIVE CARVED STONE PATTERN, SEE ELEVATIONS 3 11 1/2" 7 1/2" 3 1/8" 5 1 / 8 " 10" IN S E T D E C O R A T I V E C A R V E D S T O N E PA T T E R N , S E E E L E V A T I O N S B T.O. FACING STONE 120' - 4"8"1' - 8"5 1/8"8 1/2"3/8"1 5/8"3/8"2 1/4"3/4"1 1/4"1"INSET DECORATIVE CARVED STONE PATTERN, SEE ELEVATIONS 2 2 10 " 10 7 / 8 " 3 1 / 4 " 1/ 2 " 3" 3" 1" 2 3/4" 1" 5 1/2" PI L A S T E R , S E E DE T A I L S R 3 1/8" 12 4 5 / 8 " 7 1 / 4 " 3 1 / 8 " 5" 10 " 12 T. O . F A C I N G S T O N E 12 0 ' - 4 " 5 1/8"9"3/8" 1 5/8" 3/8" 2 1/4" 3/ 4 " 1 1 / 4 " 8" 1" 5 1 / 8 " 2 1 / 4 " 4 5 / 8 " LEVEL 1 100' - 0"B 7 1/8"1/2"6 5/8"1"5 3/8"5 5/8"7"1' - 7"5 3/4" LE V E L 1 10 0 ' - 0 " 12 7 1 / 4 " 3/ 8 " 7 1 / 4 " 5 3/8"5 5/8"7" 7" 1' - 0 " M T. O . F A C I N G S T O N E 12 0 ' - 4 " 2 1/4" 3/8" 1 5/8" 3/8"8 1/2"5 1/8" 3/ 4 " 1 1 / 4 " 1" 5 1 / 8 " 1 5 / 8 " 8" 1' - 8 " IN S E T D E C O R A T I V E C A R V E D ST O N E P A T T E R N , S E E EL E V A T I O N S LE V E L 1 10 0 ' - 0 " M CL 6 7 / 8 " 3/ 4 " 6" 1 1/2"5 5/8"7" 7" 1' - 7 " 2 T. O . F A C I N G S T O N E 12 0 ' - 4 " 6 1 / 4 " 7/ 8 " 1/ 4 " 3/ 8 " 5/ 8 " 1/ 4 " 3/ 8 " 10 7 / 8 " 3"1/ 2 " 3 1 / 4 " R 1/2" R 5/8" 1"2 3/4" 1" 7 1/8"3 1/8" 1/2" 1/2" 1/2" DYN JT 1 5/8" 3/8" 1 7/8" 3"5/8" 10 " 3 1 / 8 " R 3 1/8" LE V E L 1 10 0 ' - 0 " 22 1' - 4 1/4"1 3/8"1/8" 1" MIN - COORD W/ PAVER 2" M I N 1/ 4 " 7 3 / 4 " 1 7 / 8 " 1' - 0 " MO N O L I T H I C S I L L - J O I N T S A T JA M B T O O C C U R A T N E X T CO U R S I N G J T . ST O N E T Y P E G B 5 1/8"11 1/2"7 1/2"3 1/8"10"INSET DECORATIVE CARVED STONE PATTERN, SEE ELEVATIONS SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/25/2012 9:53:25 AM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt STONE PROFILES AE513Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 1 / 2 " = 1 ' - 0 " A3 ST O N E P R O F I L E SC A L E : 1 1 / 2 " = 1 ' - 0 " C3 ST O N E P R O F I L E SC A L E : 1 1 / 2 " = 1 ' - 0 " E4 ST O N E P R O F I L E SC A L E : 1 1 / 2 " = 1 ' - 0 " E3 ST O N E P R O F I L E SCALE: 1 1/2" = 1'-0"C5STONE PROFILE SC A L E : 1 1 / 2 " = 1 ' - 0 " E1 ST O N E P R O F I L E SC A L E : 1 1 / 2 " = 1 ' - 0 " E2 ST O N E P R O F I L E SC A L E : 1 1 / 2 " = 1 ' - 0 " C2 ST O N E P R O F I L E SCALE: 1 1/2" = 1'-0"A5STONE PROFILE SC A L E : 1 1 / 2 " = 1 ' - 0 " A2 ST O N E P R O F I L E SC A L E : 1 1 / 2 " = 1 ' - 0 " C4 ST O N E P R O F I L E SC A L E : 1 1 / 2 " = 1 ' - 0 " A4 ST O N E P R O F I L E SC A L E : 1 1 / 2 " = 1 ' - 0 " C1 ST O N E P R O F I L E SC A L E : 1 1 / 2 " = 1 ' - 0 " A1 ST O N E P R O F I L E SCALE: 1 1/2" = 1'-0"E5STONE PROFILE WD W A WD W G WD W H WD W C WDW E 6SEPT 25, 2012ADDENDUM 6 6 6 6 6 6 6 6 6 6 6 LEVEL 1 100' - 0"4 1/4"1 1/2"1/4"1' - 0"6 1/2"4 1/2"7/8"5/8"2' - 3 1/2"1' - 4 1/2"10 1/2"4 T.O. FACING STONE 120' - 4"7 3/4"2' - 8 1/8"5 1/8"10"3/8"1 5/8"3/8"2 1/4"3/4"3/4"2 1/4"7"3"5 1/8"1 5/8"5/8"1' - 1"3 3/8"INSET DECORATIVE CARVED STONE TRANSOM, SEE ELEVATIONS1010"1' - 4"7 1/2"3"1 1/2"1 1/2"5 1/8"10"7" LE V E L 1 10 0 ' - 0 " C 1' - 9 3/4"1/4"7"4 1/2" 2 3/8" 3 1/8" 1/8" 1/4"1 3/8" 5" 1/8" 1" 5" 3/ 4 " 3/ 4 " 5/ 8 " 7/ 8 " 1 1 / 4 " 9 5 / 8 " 3/ 4 " 1/ 4 " 1/ 4 " 1' - 1 1 / 2 " CL 1' - 7 1 / 2 " 1' - 7 3/4" 4 1/8" C T. O . F A C I N G S T O N E 12 0 ' - 4 " 10 " 4 1/8"2' - 11 7/8"5 1/8"10"3/8" 1 5/8" 3/8" 2 1/4" 3/ 4 " 3/ 4 " 3 1 / 8 " 5 1 / 8 " 1"6 7 / 8 " 1" 1' - 4 " IN S E T D E C O R A T I V E C A R V E D S T O N E PA N E L , S E E E L E V A T I O N S . C 7 1/2" 3 1/8" 5 1 / 8 " 10" 1' - 4" C 10" 1" 3 1 / 8 " 1" 4 7 / 8 " 1"1"1" 3 1/8" 3 1/8"1 5/8" 1' - 4" C 10 " 1' - 4 " 1"3 1/8"1"4 7/8"1 5 / 8 " 3 1 / 8 " 3 1 / 8 " 1" 1" 1" SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 3:53:45 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 \\psf\Home\Documents\A12_2011507_LDS Church Indianapolis Temple_Benh.rvt STONE PROFILES AE514Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1CONSTRUCTION DOCUMENTSJULY 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SCALE: 1 1/2" = 1'-0"A5STONE PROFILESCALE: 1 1/2" = 1'-0"C5STONE PROFILESCALE: 1 1/2" = 1'-0"E5STONE PROFILE SC A L E : 1 1 / 2 " = 1 ' - 0 " A3 ST O N E P R O F I L E SC A L E : 1 1 / 2 " = 1 ' - 0 " C3 ST O N E P R O F I L E SC A L E : 1 1 / 2 " = 1 ' - 0 " E3 ST O N E P R O F I L E SC A L E : 1 1 / 2 " = 1 ' - 0 " B1 ST O N E P R O F I L E SC A L E : 1 1 / 2 " = 1 ' - 0 " A1 ST O N E P R O F I L E PA R A P E T 2 13 3 ' - 9 1 / 2 " PA R A P E T 1 12 8 ' - 1 1 " MM 1' - 2 3/4"2"2 1/2" 2" 1' - 9 " 1/ 4 " 3/ 4 " 3/ 8 " 3/ 4 " 5/ 8 " R 3 1/2" R 4 1/8" VI F W / S T R U C T 1' - 2 " 1' - 1 0 " SA W - C U T D R I P E D G E 3 1/2" 2'-10 5/8"8"4 1/2" 44 PA R A P E T 2 13 3 ' - 9 1 / 2 " PA R A P E T 1 12 8 ' - 1 1 " 4 1/2"1' - 2 3/4"2"2 1/2"7 7/8"7"1"3 1/8"1"2' - 5 3/4"1"3 1/8"1"7"5 1/2"2 3/8"1 1/2"9 1/4" 2" 1' - 9 " 1/ 4 " 3/ 4 " 3/ 8 " 3/ 4 " 5/ 8 " 2 1 / 8 " 2 1 / 8 " 3 1 / 8 " 1/ 2 " 1" 1/ 2 " 5/ 8 " 1/ 2 " 7/ 8 " 2 1 / 8 " R 2 1/8" R 3 3/4" R 4 1/8" R 3 1/2" 10 " 1' - 4 " IN S E T D E C O R A T I V E C A R V E D ST O N E P A N E L , S E E EL E V A T I O N S 3 1/2" 10 5 / 8 " 11 3 / 8 " JO G A T T . O . R O O F S L A B SA W - C U T D R I P E D G E 4 1 / 8 " 4 7 / 8 " LEVEL 1 100' - 0"44STONE APRON:STONE TYPE FSTONE TYPE VARIES,SEE ELEVATIONS SE E A 3 / A E 5 1 0 F O R ST O N E P R O F I L E D I M E N S I O N S FACING STONE 1'-0 5/8"RECESSED SEALANT JT WHERE STONE TYPES DIFFER, OTHERWISE PROVIDE STONE REVEAL AS DIMENSIONED 1'-1 1/2"1'-7 1/2"1/2" 44 T. O . F A C I N G S T O N E 12 0 ' - 4 " SE E C 3 / A E 5 1 0 F O R ST O N E P R O F I L E D I M E N S I O N S ST O N E M U T U L E & T R I G L Y P H , WH E R E A P P L I C A B L E - S E E E L E V FA C I N G S T O N E CA R V E D P A N E L , S E E D 3 / A E 5 2 7 FO R T Y P D E T A I L 10 " 1' - 4 " 44PARAPET 2 133' - 9 1/2"PARAPET 1 128' - 11"1'-2 1/8"10 5/8"2"1'-9"4 1/2"1'-2 3/4"2"2 1/2"5'-7 1/4"2 3/8"1 1/2"9 1/4"1/4"3/4"3/8"3/4"5/8"5/8"1/2"7/8"SAW-CUT DRIP EDGE3 1/2"10"1'-4"11 3/8"1'-1 3/8"JOG AT T.O. ROOF SLAB L. 9 L. 9 T. O . F A C I N G S T O N E 12 0 ' - 4 " 1 7/8"3/8"1 5/8"4' - 6 3/4"3/4"1 7/8" 5/8" 3 1/8" 1" 4 1/4"1"1' - 0 5/8"1 1/2" 3/ 4 " 3/ 4 " 5 1 / 4 " 1 7 / 8 " 5/ 8 " 5/ 8 " 3/ 8 " 1/ 4 " 1/ 8 " 1/ 8 " 3" 4' - 0 " B1 AE 5 2 0 L. 9 L. 9 2" M I N 6 1 / 4 " 3 3 / 4 " 1' - 0 1 / 4 " 3 3 / 4 " 1/ 8 " 1' - 1 0 " 3/8" 1 1/2" 3 1/8" BR O N Z E D R S U R R O U N D 1 1/2" FA C E O F S T R U C T U R E : DY N A M I C J O I N T : ST O N E J O I N T ( F O R R E F E R E N C E ) : SE E A E 2 0 1 b F O R C O U R S I N G M O D U L E S ST O N E P R O F I L E L E G E N D NE A R E S T R E L E V A N T G R I D : CO N C R E T E / S T R U C T U R A L S T U D ST O N E T Y P E E : EX C E P T W H E R E N O T E D O T H E R W I S E SE E A E 2 0 0 b S E R I E S FO R S T O N E F I N I S H SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/25/2012 10:03:11 AM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt STONE PROFILES AE515Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 1 / 2 " = 1 ' - 0 " D2 ST O N E P R O F I L E SC A L E : 1 1 / 2 " = 1 ' - 0 " D3 ST O N E P R O F I L E SC A L E : 1 1/2" = 1'-0" A5 ST O N E P R O F I L E SC A L E : 1 1 / 2 " = 1 ' - 0 " A3 ST O N E P R O F I L E SC A L E : 1 1/2" = 1'-0" D5 ST O N E P R O F I L E SC A L E : 1 1 / 2 " = 1 ' - 0 " C1 ST O N E P R O F I L E SC A L E : 1 1 / 2 " = 1 ' - 0 " A1 ST O N E P R O F I L E 6SEPT 25, 2012ADDENDUM 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 LEVEL 1 100' - 0"B5 AE520 2' - 5 1/2"14' - 0 1/2"1' - 5 1/8"2' - 4 7/8"20' - 4"1' - 2 1/8"A5 AE520AE5212 LE V E L 1 10 0 ' - 0 " 2' - 4 7/8"10"15' - 8 5/8"1' - 4 1/2" 20' - 4" 2' - 0 5 / 8 " B4 AE 5 2 0 A4 AE 5 2 0 LE V E L 1 10 0 ' - 0 " 1' - 4 3/4"15' - 8 3/8"2' - 10 1/4"4 5/8" 20' - 4" 2' - 3 3 / 4 " B3 AE 5 2 0 A3 AE 5 2 0 A4 AE 5 3 8 LE V E L 1 10 0 ' - 0 " ENTASIS 1/3 SHAFT HEIGHT 1' - 1 7/8" SHAFT LENGTH 16' - 2 1/4"1' - 1 7/8"1' - 10" 20' - 4" B2 AE 5 2 0 A2 AE 5 2 0 BASE 1' - 1 1 1 / 8 " CAPITAL CU B I C S T O N E C A P I T A L CU B I C S T O N E B A S E 3' - 1 1 / 8 " 3'-1 1/8" 1' - 6 1/2 " LEVEL 1 100' - 0"7/8"1/2"4"1'-5"1 1/8"4 1/2"1 1/8"2"1/4"5 1/4"1 3/8"1/4"7 3/4"1 3/4"3/4"1/4"3/4"3/4"3/8"3 7/8"3/4"1' - 7 5/8"1/8"1/2"1/2"1/8"5 1/8" LE V E L 1 10 0 ' - 0 " 10 3/8"10' - 1 7/8"2' - 2 3/8"4 5/8" 1' - 7 3 / 4 " 13' - 7 3/8" B1 AE 5 2 0 A1 AE 5 2 0 C4 AE 5 3 8 LE V E L 1 10 0 ' - 0 " 1/4" 3/4" 3 3/4" 1/2"1 1/2" 2" 5/8" 1/4" 1" 1 3 / 4 " 1/ 8 " 1/ 8 " 5/ 8 " 1/ 8 " 1/4" 1/4" 2 " 1/4" 7/8" 3/8" 3/4" 0" 5/8"3/4" 3 1/2"4 1/4" 1/4"3 1/4"1 1/2" 1' - 0 3/8" 3/4" 2 1/2" 1 1/2" 1/ 8 " 1 3 / 8 " 1/ 2 " 3/ 4 " 1/ 4 " 1/ 2 " 1/ 4 " 5/8" 3/8" 1 3 / 8 " 3 5 / 8 " 3 / 8 " LE V E L 1 10 0 ' - 0 " 1/2"1"3 1/8" 2 3/4"1/2" 1 1/4" 4 5/8" 1 1/8" 1/4" 1/ 4 " 1"1/ 4 " 3/ 8 " 2 5 / 8 " 1 5 / 8 " 1 1 / 4 " 1/2" 5/8"3" 1/2" 1 1/4" 5/8"1 1/8" 3 1/8"1 1/4" 5 5/8"7" 2 1 / 4 " 2 3 / 8 " 3 " 2 1/4" 5/8" 2 1 / 4 " LE V E L 1 10 0 ' - 0 " 5/8"1 1/8" 4 5/8" 1 3/8"5/8" 2 1/2"3 1/8"1" 1/2" 1 5 / 8 " 2 3 / 4 " 1/ 4 " 1/ 4 " 1" 1/ 4 " 1 1 / 4 " 1/2" 5/8" 2 3/4"1/2" 1 1/2" 5/8" 1 1/4" 3 1/8" 1 1/8" 5 5/8"7" 1/4"3 3/4" 1 3/4"11 5/8" 3/4" 2 1/2" 1 1/2" 2 3 / 8 " 2 1 / 4 " 1/ 2 " 3/ 4 " 1/ 4 " 1/ 2 " 1/ 4 " 3 / 8 " 3 5 / 8 " 2 1 / 4 " 5 / 8 " 2 1/4" 3 1 / 4 " LE V E L 1 10 0 ' - 0 " 1/2" 1"3 1/8"9 1/4" 1 1/8"1/4" 1/ 4 " 1/ 4 " 1" 1/ 4 " 1 1 / 8 " 1 1/4"1 1/8" 4 1/2" 1" 5/ 8 " 5/8 " 5 1 / 4 " 1/2" 5/8"5/8" 1 1/8" 3 1/8" 3/8"TYP2 1/4"TYP2"5 4 .6 °TYP10.6°1/4" TYP1/4" TYP SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/10/2012 12:28:24 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt EXTERIOR STONE AE520Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012JGDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012SCALE: 3/8" = 1'-0"D5PILASTER DETAIL SC A L E : 3 / 8 " = 1 ' - 0 " D4 PI L A S T E R D E T A I L SC A L E : 3 / 8 " = 1 ' - 0 " D3 PI L A S T E R D E T A I L SC A L E : 3 / 8 " = 1 ' - 0 " D2 CO L U M N D E T A I L SC A L E : 3 / 4 " = 1 ' - 0 " A2 PI L A S T E R D E T A I L SCALE: 1 1/2" = 1'-0"B5PILASTER DETAIL SC A L E : 1 / 2 " = 1 ' - 0 " D1 BA P T I S T R Y P I L A S T E R D E T A I L SC A L E : 3 " = 1 ' - 0 " B1 BA P T I S T R Y P I L A S T E R D E T A I L SC A L E : 1 1 / 2 " = 1 ' - 0 " B2 CO L U M N D E T A I L SC A L E : 3 " = 1 ' - 0 " B3 PI L A S T E R D E T A I L SC A L E : 3 " = 1 ' - 0 " B4 PI L A S T E R D E T A I L SC A L E : 1 1 / 2 " = 1 ' - 0 " A1 BA P T I S T R Y P I L A S T E R D E T A I L SC A L E : 1 1 / 2 " = 1 ' - 0 " A3 PI L A S T E R D E T A I L SC A L E : 1 1 / 2 " = 1 ' - 0 " A4 PI L A S T E R D E T A I L SCALE: 3" = 1'-0"A5PILASTER DETAIL3SEPT 10, 2012ADDENDUM 3 3 T. O . F A C I N G S T O N E 12 0 ' - 4 " T. O . S I L L EL : 1 0 4 ' - 4 " HO N E D F I N I S H , T Y P DE C O R A T I V E C A R V E D PA N E L , S E E S C H E D U L E D MO N O L I T H I C S T O N E S I L L W / IN T E G R A L P L I N T H B L O C K JA M B S . J A M B P R O F I L E T O MA T C H W D W S U R R O U N D 3" A1 AE 5 2 1 E5 AE 5 3 2 SI M T.O. FACING STONE 120' - 4"B.O. SILL EL: 103'-4"HONED FINISH, TYPDECORATIVE CARVED PANEL, SEE SCHEDULEA MONOLITHIC STONE SILL W/INTEGRAL PLINTH BLOCK JAMBS. PLINTH PROFILE TO MATCH WDW SURROUND 6" STONE PILASTER AND CAPITAL,SEE ELEVATIONS FOR LOCATIONS L 12 " C O N C R E T E S H E A R W A L L (9 " D E E P @ W I N D O W O P E N I N G ) SE E S T R U C T U R E R. O . S T R U C T U R A L W A L L 10 3 ' - 4 " 5/ 8 " E X T E R I O R S H E A T H I N G CO N T I N U O U S 4 " S P F S Y S T E M SE L F - A D H E S I V E T R A N S I T I O N FL A S H I N G M E M B R A N E 5/ 8 " G Y P S U M B O A R D , F U L L Y E N C A S E SP R A Y - A P P L I E D I N S U L A T I O N MO N O L I T H I C S T O N E S I L L , SE E D E T A I L S EX T E R I O R S T O N E C L A D D I N G SY S T E M O N G A L V S U P P O R T SU B S T R U C T U R E CO N T I N U O S A I R S P A C E SS T F L A S H I N G ST O N E B A C K U P F R A M I N G & CO N N E C T I O N H A R D W A R E , BY S T O N E I N S T A L L E R 6" S T R U C T U R A L S T U D I N F I L L 1" 3" 4" 6" 3" FI R E C A U L K A L L J O I N T S T. O . F A C I N G S T O N E 12 0 ' - 4 " 7/8"1'-9 5/8"1"4 1/2"1"1/2" CA R V E D S T O N E R I N G B A S E D O N T H E PE T A L O F T H E T U L I P T R E E B L O S S O M (LI R I O D E N D R O N T U L I P I F E R A ), F O L L O W AR C O F P I L A S T E R P L A N RE E D E D B A N D , F O L L O W A R C O F PI L A S T E R P L A N FO U R L O T U S F R O N D S W I T H G O U G E D AN D F L U T E D D E T A I L , F O L L O W A R C O F PI L A S T E R P L A N FI V E B A C K G R O U N D I N F I L L L E A V E S 2" RE E D E D P I L A S T E R S H A F T 1' - 2 1 / 2 " CA R V E D S T O N E C A P I T A L CA R V E D S T O N E P I L A S T E R SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/27/2012 10:56:17 AM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt EXTERIOR STONE AE521Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012JM / RKDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 1 / 2 " = 1 ' - 0 " A4 ST O N E I N F I L L T Y P E J SC A L E : 1 1 / 2 " = 1 ' - 0 " A5 ST O N E I N F I L L T Y P E K 1AUG 27, 2012ADDENDUM 1 SC A L E : 3 " = 1 ' - 0 " A1 ST O N E I N F I L L T Y P E J - S I L L SC A L E : 1 1 / 2 " = 1 ' - 0 " 2 EX T E R I O R D E C O R A T I V E P I L A S T E R C A P I T A L 1 B B. 4 4. 8 LEVEL 1 100' - 0"1/4"1'-4"1 1/8"4 5/8"5/8"1/4"5/8"3/8" DEEP CHANNEL IN FACE OF PODIUMLINE OF DRAINAGE BEHIND COLUMN BASE TRANSITION TO 3/16" DEEP SLOT1/8" / 12"1/4" / 12"1/4" / 12" 2"1'-6 1/2"1'-6 1/2"1'-0 7/8"1/2" 1/2"4 1/4"2'-8 3/4" 4 1 / 4 " 1/ 2 " EQ1 1/2"EQ 1/4" RECESSED CHANNEL, TURN DOWN FACE OF PODIUM BEVEL PERIMETER OF PODIUMSTONE WDW SILL ABVSTONE PILASTER W/ STOP RETURNS BASE OF ROUND COLUMNSTONE WDW SURROUND STOP RETURN PROFILE TO FULLY RESOLVE INTO WDW TRIM WITHOUT OVERLAPPING LE V E L 1 10 0 ' - 0 " 1/4" 3 3/4" 1 3/4"11 5/8"3/4"2 1/2" 1 1/2" B3 AE 5 2 2 3' - 3 1 / 8 " CO L U M N B A S E A B V CO O R D A C T U A L D E P T H W I T H EL E V A T I O N O F P A V I N G A S I T S L O P E S AW A Y F R O M B U I L D I N G E N T R A N C E , RE C E S S 1 " M I N B E L O W S U R F A C E O F PA V I N G . VIF 1" MIN 3' - 3 1 / 8 " 3'-3 1/8" PR O V I D E C O R E D O P E N I N G T O SL E A V E O V E R S T R U C T U R A L CO L U M N RO U N D C O L U M N A B V SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 4:32:17 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt EXTERIOR STONE CARVING AE522Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 4 " = 1 ' - 0 " A1 PA R A P E T C A P E X T E N S I O N SC A L E : 1 1 / 2 " = 1 ' - 0 " A5 PO R T I C O P O D I U M C H A N N E L D E T A I L SC A L E : 1 1 / 2 " = 1 ' - 0 " C5 PO R T I C O P O D I U M D R A I N A G E B A S I N SC A L E : 1 1 / 2 " = 1 ' - 0 " A3 EX T R O U N D C O L U M N P E D E S T A L SC A L E : 1 1 / 2 " = 1 ' - 0 " B3 EX T C O L P E D E S T A L P L A N DESIGN INTENTNOT FOR PRODUCTION SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: MHTN PROJECT NO. SEAL :YB DEKCEHC:YB NWARD SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LASTREVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 11 6 t h St r e e t & Sp r i n g Mi l l Ro a d Ca r m e l , I n d i a n a 4 6 0 3 2 EXTERIOR SIGNAGE AE523 In d i a n a p o l i s I n d i a n a T e m p l e THE CH U R C H O F JE S U S CH R IST OF L A TT ER - D A Y S A INTS rekcehC 2011507 Crystene Briggs 1 July 31, 2012 100% Construction Drawings 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 General Notes: The lettering layouts shown on this sheet are for general placement and pricing. Final artwork is to be provided to Project Architect by The Church of Jesus Christ of Latter-day Saints—DIGITAL MEDIA DIVISION. Contractor shop drawings to be provided for approval prior to fabrication. Send drawing submittal to: PUBLISHING SERVICES DEPARTMENT—DIGITAL MEDIA DIVISION The Church of Jesus Christ of Latter-day Saints 50 E North Temple St Salt Lake City, UT 84150-0023 For actual sign locations and installation details, refer to architectural drawings. No lithochrome in the incised letters of the cornerstone. INCISED STONE SCALE: 3/4" = 1" AE523CLETTER DETAIL NO SCALE AE523B Maximum width of grouted joint Center of grout line Drop out portion of letter. Do not distort letter. Grout per standard spec detail. Sandblast image into stone to a 35% stone depth. High pressure to produce sharp valley detail. All images to be consistent depth and nish. Lettering in East Face Stone to be painted with lithochrome to match sample provided by the Editing and Graphics Division. CORNERSTONE ELEVATION Scale: 3˝ = 1´-0˝ AE523D ELEVATION Scale: 1 1/2˝ = 1´-0˝ AE523E EAST CANOPY ELEVATION Scale: 1/2˝ = 1´-0˝ AE523A Sign 4.2 Sign 4.1 6mm MAX. 5 7/8˝ ref. 4 4/16˝ ref. 5 3/8˝ ref. 1´-3 1/2˝ 10´-3/16˝ 1´-3 1/2˝ 17´-11 9/16˝ 21´-3˝ 2 7/8˝ ref. 1 5/8˝ ref. 5 1/2˝ ref. 7 7/16˝ ref. equal 5´-9 3/4˝5´-9 3/4˝5´-9 3/4˝5´-9 3/4˝ equal 8 1/16˝ ref. 1´-8 11/16˝ 4.3 4.3 DESIGN INTENTNOT FOR PRODUCTION SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: MHTN PROJECT NO. SEAL :YB DEKCEHC:YB NWARD SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LASTREVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 11 6 t h St r e e t & Sp r i n g Mi l l Ro a d Ca r m e l , I n d i a n a 4 6 0 3 2 EXTERIOR SIGNAGE AE524 In d i a n a p o l i s I n d i a n a T e m p l e THE CH U R C H O F JE S U S CH R IST OF L A TT ER - D A Y S A INTS rekcehCCrystene Briggs 1 July 31, 2012 100% Construction Drawings 2011507 100% CONSTRUCTION DOCUMENTSJULY 31, 2012 General Notes: The lettering layouts shown on this sheet are for general placement and pricing. Final artwork is to be provided to Project Architect by The Church of Jesus Christ of Latter-day Saints—DIGITAL MEDIA SERVICES. Contractor shop drawings to be provided for approval prior to fabrication. Send drawing submittal to: PUBLISHING SERVICES DEPARTMENT—DIGITAL MEDIA SERVICES The Church of Jesus Christ of Latter-day Saints 50 E North Temple St Salt Lake City, UT 84150-0023 For actual sign locations and installation details, refer to architectural drawings. SOUTH ENTRANCE ELEVATION Scale: 3˝ = 1´-0˝ AE524A SOUTH ELEVATION NOT TO SCALE AE524D 8 1/2˝ ref. 5 1/4˝ ref. 4 7/16˝ ref. 1´-7 3/16˝3´-0 1/4˝ 3´-9 11/16˝equal equal 4´-7 1/16˝ 6´-0 1/16˝ 2 9/16˝ ref 4.3 Sign 4.3 DESIGN INTENTNOT FOR PRODUCTION 1 July 31, 2012 100% Construction Drawings SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: MHTN PROJECT NO. SEAL :YB DEKCEHC:YB NWARD SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LASTREVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 11 6 t h St r e e t & Sp r i n g Mi l l Ro a d Ca r m e l , I n d i a n a 4 6 0 3 2 MONUMENT SIGNAGE AE525 In d i a n a p o l i s I n d i a n a T e m p l e THE CH U R C H O F JE S U S CH R IST OF L A TT ER - D A Y S A INTS rekcehCCrystene Briggs 2011507 100% CONSTRUCTION DRAWINGS JULY 31, 2012 14´-10˝ equal equal 4´-5 1/16˝4´-5 1/16˝ 12´-1˝ 4´-5 1/16˝ 2 1/16˝ ref. 3 1/2˝ ref. 3/8˝ 6˝ 2´-6˝10 1/2˝ ref. 9 3/8˝ ref. 1´-2/ 3/16˝ ref. 3/8˝3/8˝ 4˝ 1´-6˝ 1´-0 7/8˝ 2´-5 5/8˝ 4´-0˝ 2 345 2 345 INCISED STONE Not to Scale AE525C Sandblast image into stone to a 35% stone depth. High pressure to produce sharp valley detail. All images to be consistent depth and nish. Lettering in East Face Stone to be painted with lithochrome to match sample provided by the Editing and Graphics Division. LETTER DETAIL Not to Scale AE525B MONUMENT ELEVATION Scale: 3/4˝ = 1´-0˝ AE525D ADDRESS NUMBER ELEVATION Scale: 3/4˝ = 1´-0˝ AE525E MONUMENT FACE DETAIL Scale: 1 1/2˝ = 1´-0˝ AE525A Sign 5.1 Sign 5.1 Sign 5.2 Sign 5.2 General Notes: The lettering layouts shown on this sheet are for general placement and pricing. Final artwork is to be provided to Project Architect by The Church of Jesus Christ of Latter-day Saints—DIGITAL MEDIA DIVISION. Contractor shop drawings to be provided for approval prior to fabrication. Send drawing submittal to: PUBLISHING SERVICES DEPARTMENT —DIGITAL MEDIA DIVISION The Church of Jesus Christ of Latter-day Saints 50 E North Temple St Salt Lake City, UT 84150-0023 For actual sign locations and installation details, refer to architectural drawings. 3/8˝ MAX. Maximum width of grouted joint Center of grout line Drop out portion of letter. Do not distort letter. Grout per standard spec detail. 1" 2"2'-11 3/4"2" 2" 4' - 1 5 / 8 " 2" 1" 2"2'-11 3/4"2" 2" 2' - 1 1 3 / 4 " 2" 2"2'-11 3/4"2" 2" 1' - 1 0 3 / 4 " 2" 1" 2"2'-2"2"2"2'-2"2"1" A B F H D 2" 1' - 7 " 2" 2"2'-11 3/4"2" 2' - 2 3 / 4 " C O O R D W / S T O N E R . O . 3' - 3 3 / 4 " C O O R D W / S T O N E R . O . 1' - 1 1 " C O O R D W / S T O N E R . O . 4' - 5 5 / 8 " C O O R D W / S T O N E R . O . 1" 2'-6" COORD W/ STONE SURROUND 2'-6" COORD W/ STONE SURROUND SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/19/2012 3:58:15 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt EXTERIOR STONE CARVING AE526Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 1 / 2 " = 1 ' - 0 " A1 ST O N E W D W T R A N S O M P A N E L S SC A L E : 1 1 / 2 " = 1 ' - 0 " D1 PA R A P E T 3 C A R V E D C A P S T O N E 5SEPT 20, 2012ADDENDUM 5 5 5 5 5 5 5 PARAPET 1 128' - 11" 2" 2' - 2 " 2" 2"2'-1 3/4"2" T.O. FACING STONE 120' - 4"1 3/4"1'-9"2 1/4"2 3/8" 1"1'-2 1/8"1" 1" 10 ' - 7 3 / 8 " 1" 1'-2 3/4"1'-1 3/4" AE 5 2 7 A3 AE 5 2 7 A3 2" 4' - 1 5 / 8 " 2" 2"3'-0"2" AE 5 2 7 A3 2" 2' - 1 1 3 / 4 " 2" 1" 2"3'-0"2" AE 5 2 7 A3 AE 5 2 7 A3 2" 1' - 1 0 3 / 4 " 2" 2"3'-0"2" 1" 6' - 2 " 1' - 2 1 / 4 " 1 3 / 4 " 1' - 2 1 / 4 " 9 1 / 4 " 1' - 2 1 / 4 " 1 3 / 4 " 1' - 2 1 / 4 " 2'-8" PA R A P E T 3 13 9 ' - 3 1 / 2 " 2"1 1/4"8 5/8" 3"8 7/8" 5 1 / 2 " 4 7 / 8 " 9 3 / 4 " 5 7 / 8 " 3"5 7/8"1 1/8" 2 1 / 4 " 1" 3" 2 7/8"2 7/8"7 5/8"4 1/2"1"2 1/4" 1/4" 3/4" 2 1/4" 7" AE 5 2 7 C5 Si m 2' - 1 3 / 8 " 1' - 2 3 / 4 " 1' - 8 1 / 4 " 1' - 2 3 / 4 " 2' - 1 7 / 8 " 1' - 2 3 / 4 " 1' - 8 1/4"1' - 2 3/4"2' - 1 1/2" 8 1 / 8 " 7 1 / 8 " 11" 1 1/4"11 3/8"1 1/8" 3/8" 3/ 4 " 1/2" FI L L Q U I R K M I T E R W I T H S E A L A N T ST O N E C L A D D I N G S Y S T E M 1 5/8"8" EP O X Y L A M I N A T E D FL U S H M I T E R . S U P P O R T W I T H S S T BA C K P L A T E A S R E Q U I R E D . SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 4:32:51 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt EXTERIOR STONE CARVING AE527Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 1 / 2 " = 1 ' - 0 " B4 AT T I C P A N E L H SCALE: 1 1/2" = 1'-0"B5STONE DETAIL - TRIGLYPH SC A L E : 1 1 / 2 " = 1 ' - 0 " B1 ST O N E D E T A I L - A T T I C P A N E L SCALE: 1 1/2" = 1'-0"C5STONE DETAIL - MUTULE SC A L E : 1 " = 1 ' - 0 " A4 TR A N S O M P A N E L F SC A L E : 1 " = 1 ' - 0 " A2 TR A N S O M P A N E L B SC A L E : 1 " = 1 ' - 0 " A1 TR A N S O M P A N E L A SCALE: 1 1/2" = 1'-0"A5WINDOW SURROUND BASE SC A L E : 1 " = 1 ' - 0 " C1 SP I R E F R I E Z E P A N E L SC A L E : 1 1 / 2 " = 1 ' - 0 " C3 PA R A P E T 3 C A P SC A L E : 1 1 / 2 " = 1 ' - 0 " A3 WI N D O W S U R R O U N D P R O F I L E A B FH G SC A L E : 3 / 4 " = 1 ' - 0 " D3 ST O N E D E T A I L - T Y P I C A L C O R N I C E R C P SC A L E : 3 " = 1 ' - 0 " D2 TE R M I N A T I N G Q U I R K M I T E R J O I N T PA R A P E T 2 13 3 ' - 9 1 / 2 " PA R A P E T 1 12 8 ' - 1 1 " 2 1/4"2'-6" 1' - 3 7 / 8 " 4' - 0 1 / 2 " 3' - 4 1 / 2 " 3' - 4 " PA R A P E T 2 13 3 ' - 9 1 / 2 " PA R A P E T 1 12 8 ' - 1 1 " 2 1/4"2' - 6"2 1/4" 1' - 0 7 / 8 " 8' - 3 " 2' - 6 " 3' - 3 7 / 8 " PARAPET 2 133' - 9 1/2"PARAPET 1 128' - 11" 2 1/4"2'-6"2 1/4" 1' - 8 5 / 8 " 6' - 3 3/8"1' - 5 3/8"PARAPET 1 128' - 11" 2 1/4"2' - 6"2 1/4" 1' - 5 3 / 8 " 3' - 6 1 / 4 " 2' - 1 3 / 4 " 2' - 11"2' - 11" PA R A P E T 1 12 8 ' - 1 1 " 2 1/4"2' - 6"2 1/4" 1' - 1 1 / 2 " 9' - 7 1 / 2 " 2' - 6 " SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 4:33:00 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt EXTERIOR STONE CARVING AE528Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 " = 1 ' - 0 " E1 EA S T P O R T I C O F R I E Z E SC A L E : 1 " = 1 ' - 0 " C1 WE S T P O R T I C O F R I E Z E SC A L E : 1 " = 1 ' - 0 " E4 TY P I C A L E A S T / W E S T P O R T I C O R E T U R N SC A L E : 1 " = 1 ' - 0 " A3 TY P I C A L N O R T H / S O U T H P O R T I C O R E T U R N SC A L E : 1 " = 1 ' - 0 " A1 NO R T H / S O U T H P O R T I C O F R I E Z E 4 1/2"2"1/2"3/4"3/8"1 1/2"3/8"1/4"7/8"5/8"10 3/4" DE C O R A T I V E P A N N I N G CU S T O M P R O F I L E , I N S I D E & O U T S I D E S I M I L A R EX T E R I O R INTERIOR 1 3 / 4 " 70.1° 5/8" 2" 3/8"1 1/4"3/8" 1/4" T Y P 3/ 8 " 3/ 4 " 5/ 8 " ALUMINUM WINDOW MULLION WITH DECORATIVE PANNING @ EXTERIOR AND INTERIOR SIDES GLAZING PER GLASS SCHEDULE, SEE SPECIFICATIONS 2" AL U M I N U M W I N D O W F R A M E F I N I S H E S RO O M & W D W T Y P E E X T E R I O R C O L O R I N T E R I O R C O L O R PR E S I D E N T 1 1 0 WD W A ( 4 ) C U S T O M B R O N Z E C U S T O M B R O N Z E WD W B ( 1 ) C U S T O M B R O N Z E WO R K R O O M 1 0 6 WD W F ( 1 ) C U S T O M 1 VE S T I B U L E 1 0 0 WD W G ( 2 ) C U S T O M 1 WA I T I N G 1 0 2 WD W F ( 1 ) C U S T O M B R O N Z E EN T R Y 1 7 9 WD W A ( 2 ) C U S T O M 1 WD W B ( 1 ) C U S T O M 1 BA P T . C H A P E L 1 7 2 WD W D ( 2 ) C U S T O M 1 CO R R I D O R 1 8 2 WD W D ( 1 ) C U S T O M 1 BA P T I S T R Y 1 7 0 WD W C L O W E R L I T E ( 3 ) C U S T O M B R O N Z E WD W C T R A N S O M ( 3 ) C U S T O M 1 IN S T R U C T I O N B 1 5 4 WD W A ( 4 ) C U S T O M 2 WD W B ( 1 ) C U S T O M 2 VE S T I B U L E 1 5 4 A WD W F ( 1 ) C U S T O M 2 LO B B Y 1 5 0 WD W H E X T E R I O R ( 3 ) C U S T O M 3 WD W H I N T E R I O R ( 3 ) C U S T O M B R O N Z E CU S T O M B R O N Z E CU S T O M 3 IN S T R U C T I O N 1 1 4 9 WD W F ( 1 ) C U S T O M 3 CU S T O M B R O N Z E IN S T R U C T I O N 2 1 4 8 WD W A ( 2 ) C U S T O M 3 WD W B ( 1 ) C U S T O M 3 YO U T H 1 4 6 WD W D ( 3 ) C U S T O M 1 IN S T R U C T I O N 1 3 6 WD W E ( 2 ) C U S T O M 1 IN S T R U C T I O N 1 2 6 WD W E ( 2 ) C U S T O M 1 BR I D E / M A T R O N 1 1 5 WD W D ( 3 ) C U S T O M 2 SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/19/2012 3:57:53 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt EXTERIOR WINDOW DETAILS AE530Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012RKDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 2 " = 1 ' - 0 " D4 WD W - H E A D SC A L E : 1 2 " = 1 ' - 0 " A4 WD W - S I L L SC A L E : 1 2 " = 1 ' - 0 " B2 WD W S Y S T E M A T A L U M S P A N D R E L ( " H E A D " ) SC A L E : 1 2 " = 1 ' - 0 " B4 WD W A - M U L L I O N D E T A I L 5SEPT 20, 2012ADDENDUM 5 SC A L E : 1 2 " = 1 ' - 0 " C2 WD W S Y S T E M A T A L U M S P A N D R E L ( " S I L L " ) 5 3 IN T E R I O R M I L L W O R K , S E E EL E V A T I O N S 5/ 8 " E X T E R I O R S H E A T H I N G CO N T I N U O U S S E A L A N T A L L SI D E S O F W D W F R A M E T O TR A N S I T I O N F L A S H I N G ME M B R A N E 6" S T R U C T U R A L ST U D CO N T I N U O U S 4 " S P F S Y S T E M SE L F - A D H E S I V E T R A N S I T I O N FL A S H I N G M E M B R A N E , W R A P O V E R SI L L A N D D O W N I N T E R I O R 3 " AL U M W D W S Y S T E M R. O . W D W S I L L EL : 1 0 3 ' - 3 1 / 2 " 5/ 8 " G Y P S U M B O A R D , F U L L Y E N C A S E SP R A Y - A P P L I E D I N S U L A T I O N CO N T I N U O U S S I L L P A N W / E N D DA M S , F O R M E D F R O M S E L F - AD H E S I V E T R A N S I T I O N F L A S H I N G ME M B R A N E , L A P O V E R & S E A L T O SS T F L A S H I N G 12 " S T R U C T U R A L ST U D S I L L SH I M A S R E Q U I R E D , N O PE N E T R A T I O N S T H R O U G H TR A N S I T I O N F L A S H I N G MO N O L I T H I C S T O N E S I L L , SE E D E T A I L S EX T E R I O R S T O N E CL A D D I N G S Y S T E M CO N T I N U O S A I R S P A C E R. O . S T R U C T U R A L W A L L EL : 1 0 2 ' - 0 " SS T F L A S H I N G CO N T S E A L A N T A T P A I N T E D FI N I S H E S , S E E E L E V S A N D F I N I S H SC H E D U L E 4" CO N T S S T F L A S H I N G , TU R N U P A T J A M B 1/2" MAX PR O V I D E 1 / 4 " : 1 ' S L O P E A T S I L L R . O . SS T S T O N E C O N N E C T I O N HA R D W A R E , B Y S T O N E IN S T A L L E R 6" S T U D S I L L 3 3 5 / 8 " I N T E R I O R ME T A L S T U D TY P 1 3 / 4 " A I R S P A C E , SE E D I M E N S I O N P L A N FO R V A R I A N T LO C A T I O N S O F IN T E R I O R S T U D W A L L IN T E R I O R M I L L W O R K , S E E EL E V A T I O N S 5/ 8 " G Y P S U M B O A R D 5/ 8 " E X T E R I O R SH E A T H I N G 6" S T R U C T U R A L S T U D H E A D E R CO N T I N U O U S A I R SP A C E DE C O R A T I V E C A R V E D ST O N E P A N E L , S E E EL E V A T I O N JO I N T S E A L A N T A N D BA C K E R R O D , A L L SI D E S T Y P . CO N T I N U O U S F L A S H I N G W/ D R I P E D G E 4" S P F S Y S T E M SE L F - A D H E S I V E T R A N S I T I O N FL A S H I N G M E M B R A N E , WR A P U N D E R H E A D A N D 3 " UP P T N F A C E JO I N T S E A L A N T A N D BA C K E R R O D , A L L SI D E S T Y P . R. O . W D W H E A D 11 5 ' - 9 1 / 2 " AL U M W D W S Y S T E M LI N E O F C L G 3" 1" CO N T I N U O U S S E A L A N T A L L SI D E S O F W D W F R A M E T O TR A N S I T I O N F L A S H I N G ME M B R A N E 5/ 8 " G Y P S H E A T H I N G , FU L L Y E N C L O S E S P F SY S T E M 6" S T R U C T U R A L S T U D H E A D E R 6" S T R U C T U R A L S T U D 3 IN T E R I O R M I L L W O R K , S E E IN T E R I O R E L E V A T I O N S 5/ 8 " E X T E R I O R S H E A T H I N G CO N T I N U O U S S E A L A N T A L L SI D E S O F W D W F R A M E T O ME M B R A N E CO N T I N U O U S A I R S P A C E AL U M I N U M W D W S Y S T E M CO N T I N U O U S J O I N T SE A L A N T & B A C K E R R O D EX T E R I O R S T O N E C L A D D I N G SY S T E M EN D D A M B E L O W 12 " S T R U C T U R A L S T U D J A M B 3 5 / 8 " M E T A L S T U D CO N T I N U O U S 4 " S P F S Y S T E M SE L F - A D H E S I V E T R A N S I T I O N FL A S H I N G M E M B R A N E , W R A P TH R U J A M B A N D E X T E N D 3 " O N PT N F A C E . 6" S T R U C T U R A L S T U D J A M B 5/ 8 " G Y P S H E A T H I N G , E X T E N D AS R E Q U I R E D T O E N C A S E S P F SY S T E M C O M P L E T E L Y 4" F. O . S T O N E B E L O W CL 1 3/4" 10 " EX T E N D TR A N S I T I O N FL A S H I N G T O ZO N E O F F U L L 4 " EX T E R I O R S P F SY S T E M , T Y P IN T E R I O R P A R T I T I O N A S SC H E D U L E D 3 SURROUND TRIM,SEE INTERIOR ELEVATIONS 5/8" EXTERIOR SHEATHING6" STRUCTURAL STUD JAMB CONTINUOUS AIR CAVITYALUMINUM WDW SYSTEM JOINT SEALANT &BACKER ROD, ALL SIDES TYP.EXTERIOR STONE CLADDING SYSTEMCONTINUOUS 4" SPF STONE SILL BELOWSELF ADHESIVE TRANSITION FLASHINGEND DAM BELOW12" METAL STUD JAMB 2" 10 " 10" 3" 3" 3 T. O . F A C I N G S T O N E 12 0 ' - 4 " 6" S T R U C T U R A L ST U D TY P 1 3 / 4 " A I R S P A C E EX T E R I O R S T O N E CL A D D I N G S Y S T E M 5/ 8 " G Y P S U M B O A R D , S T O P 2 ' AB V F I N I S H E D C E I L I N G , T Y P 5/ 8 " E X T E R I O R SH E A T H I N G 8" S T R U C T U R A L ST U D H E A D E R CO N T I N U O U S AI R S P A C E DE C O R A T I V E C A R V E D ST O N E P A N E L , S E E E L E V CO N T I N U O U S 4 " S P F SY S T E M SS T F L A S H I N G AC R O S S W D W OP E N I N G SE L F - A D H E S I V E TR A N S I T I O N F L A S H I N G ME M B R A N E R. O . S T R U C T EL E V . 1 2 0 ' - 0 " 3 5 / 8 " I N T E R I O R M T L S T U D DE C O R A T I V E C A R V E D ST O N E R U N N I N G T R I M , SE E E L E V A T I O N S 1" 3" ST U D B R I D G I N G , 8 ' - 0 " O . C . 5/ 8 " G Y P SH E A T H I N G , F U L L Y EN C L O S E S P F SY S T E M 4" 1/ 2 " SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/27/2012 10:56:25 AM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt EXTERIOR WINDOW DETAILS AE531Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012JM / RKDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 3 " = 1 ' - 0 " A1 WD W A - S I L L D E T A I L SC A L E : 3 " = 1 ' - 0 " A3 WD W A - H E A D D E T A I L SC A L E : 3 " = 1 ' - 0 " C3 WD W A - J A M B D E T A I L ( W A L L ) SC A L E : 3 " = 1 ' - 0 " C1 WD W A - J A M B D E T A I L ( C O L U M N ) SC A L E : 3 " = 1 ' - 0 " A5 WD W A - H E A D D E T A I L ( A T S T O N E ) NO T E : W I N D O W B - S I L L D E T A I L S I M . NO T E : W I N D O W B - H E A D D E T A I L S I M . NO T E : W I N D O W B - H E A D D E T A I L A T S T O N E S I M . NOTE: WINDOW B - JAMB DETAIL SIM.1AUG 27, 2012ADDENDUM 1 1 L 12" CONCRETE SHEAR WALL (9" DEEP @ WINDOW OPENING)SEE STRUCTURER.O. STRUCTURAL WALL 103'-4"INTERIOR MILLWORK, SEE ELEVATIONS5/8" EXTERIOR SHEATHINGCONTINUOUS SEALANT ALL SIDES OF WDW FRAME TO TRANSITION FLASHING MEMBRANE CONTINUOUS 4" SPF SYSTEM SE L F - A D H E S I V E T R A N S I T I O N FL A S H I N G M E M B R A N E , W R A P O V E R SI L L A N D D O W N I N T E R I O R 3 " AL U M W D W S Y S T E M R.O. WDW SILL EL: 104'-3 1/2"5/8" GYPSUM BOARD, FULLY ENCASE SPRAY-APPLIED INSULATIONCONTINUOUS SILL PAN W/ END DAMS, FORMED FROM SELF-ADHESIVE TRANSITION FLASHING MEMBRANE, LAP OVER & SEAL TO SST FLASHING SH I M A S R E Q U I R E D , N O PE N E T R A T I O N S T H R O U G H TR A N S I T I O N F L A S H I N G MO N O L I T H I C S T O N E S I L L , SE E D E T A I L S EX T E R I O R S T O N E CL A D D I N G S Y S T E M CO N T I N U O S A I R S P A C E SS T F L A S H I N G CONT SEALANT AT PAINTED FINISHES, SEE ELEVS AND FINISH SCHEDULE 3" CO N T S S T F L A S H I N G , TU R N U P A T J A M B PROVIDE 1/4" : 1' SLOPE AT SILL R.O. ST O N E B A C K U P F R A M I N G & CO N N E C T I O N H A R D W A R E , BY S T O N E I N S T A L L E R 4" 6" STRUCTURAL STUD SILL1"1 1/4"6"3"L L INTERIOR MILLWORK, SEE INTERIOR ELEVATIONS 5/8" EXTERIOR SHEATHINGCONTINUOUS SEALANT ALL SIDES OF WDW FRAME TO TRANSITION FLASHING MEMBRANE CONTINUOUS AIR SPACEALUMINUM WDW SYSTEM CONTINUOUS JOINT SEALANT & BACKER ROD EXTERIOR STONE CLADDING SYSTEMEND DAM BELOW CONCRETE WALL, SEE STRUCTURE1 1/2" METAL FURRING CONTINUOUS 4" SPF SYSTEMSELF-ADHESIVE TRANSITION FLASHING MEMBRANE, WRAP THRU JAMB AND EXTEND 3" ON PTN FACE.6" STRUCTURAL STUD JAMB5/8" GYP SHEATHING, EXTEND AS REQUIRED TO ENCASE SPF SYSTEM COMPLETELY F.O. STONE SILL BELOW9"3" 4" CONTINUOUS SPF SYSTEM, FILL BOX JAMB PRIOR TO ERECTING FRAMING5/8" GYP BD 1 1/4"1"STONE WATER TABLE BELOW 3" L T.O. FACING STONE 120' - 4"1 1/2" HAT CHANNEL FURRING 5/8" GYPSUM BOARD CO N T I N U O U S AI R S P A C E CONTINUOUS 4" SPF SYSTEM SE L F A D H E S I V E T R A N S I T I O N FL A S H I N G M E M B R A N E CONCRETE SHEAR WALL, SEE STRUCTURE ST O N E C L A D D I N G S Y S T E M O N GA L V S U P P O R T SU B S T R U C T U R E 1/ 2 " DY N A M I C M O V E M E N T J T SA W - C U T DR I P E D G E SS T F L A S H I N G A C R O S S WD W O P E N I N G DE C O R A T I V E C A R V E D ST O N E P A N E L 1"3" 58 " E X T E R I O R SH E A T H I N G 5/8" GYP, FULLY ENCLOSE SPF SYSTEM 3 5/8" STUD, SPAN HORIZONTALLY BTWN CONC JAMBS OF WDW R.O. AS NEEDED TO SUPPORT INTERIOR WALL/FINISHES6" STRUCTURAL STUDDEFLECTION SLIP TRACK MM DE C O R A T I V E C A S T A L U M I N U M PA N E L - P A I N T T O M A T C H AL U M W D W S Y S T E M SI L L R . O . EL : 1 0 2 ' - 1 1 1 / 2 " 5/ 8 " E X T E R I O R S H E A T H I N G MO N O L I T H I C ST O N E S I L L SE L F - A D H E S I V E T R A N S I T I O N FL A S H I N G M E M B R A N E , W R A P U P OV E R S I L L A N D 3 " D O W N F A C E O F PT N CO N T I N U O U S A I R SP A C E CO N T I N U O U S 4 " S P F SY S T E M 5/ 8 " G Y P B D , F U L L Y E N C A S E SP F S Y S T E M 3" 1 5 / 8 " ST R U C T U R A L R . O . EL : 1 0 1 ' - 8 " RI G I D I N S U L A T I O N WA T E R P R O O F I N G CO N T S S T F L A S H I N G ST O N E S U P P O R T FR A M I N G , S E A L A R O U N D PE N E T R A T I O N S I N WA T E R P R O O F I N G SL O P E 1 / 4 " : 1 ' SA N D SE T T I N G B E D 8" S T R U C T U R A L ST U D S I L L 6" S T R U C T U R A L S T U D S I L L CO N T I N U O U S S E A L A N T A L L SI D E S O F W D W F R A M E T O TR A N S I T I O N F L A S H I N G ME M B R A N E CO N T I N U O U S S I L L P A N W / E N D DA M S , F O R M E D F R O M S E L F - AD H E S I V E T R A N S I T I O N F L A S H I N G ME M B R A N E , L A P O V E R & S E A L T O SS T F L A S H I N G 1" AL U M W D W S Y S T E M SH I M A S R E Q U I R E D , N O PE N E T R A T I O N S T H R O U G H TR A N S I T I O N F L A S H I N G CO N T S S T F L A S H I N G , TU R N U P A T J A M B , S E A L TO S T O N E 5" 4" 4" 1" SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/17/2012 2:46:51 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt EXTERIOR WINDOW DETAILS AE532Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012JM / RKDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 3 " = 1 ' - 0 " A5 WD W D - S I L L D E T A I L SC A L E : 3 " = 1 ' - 0 " E5 WD W D - J A M B D E T A I L SC A L E : 3 " = 1 ' - 0 " E1 WD W D - H E A D D E T A I L @ S T O N E SC A L E : 3 " = 1 ' - 0 " A1 WD W C - S I L L D E T A I L 1AUG 27, 2012ADDENDUM 1 3SEPT 10, 2012ADDENDUM 3 4SEPT 17, 2012ADDENDUM 4 1 1 1 1 1 3 3 3 3 3 4 1212 SI L L R . O . EL : 1 0 3 ' - 3 1 / 2 " IN T E R I O R W D W T R I M , S E E EL E V A T I O N S 5/ 8 " E X T E R I O R S H E A T H I N G MO N O L I T H I C ST O N E S I L L SE L F - A D H E S I V E T R A N S I T I O N FL A S H I N G M E M B R A N E , W R A P U P OV E R S I L L A N D 3 " D O W N F A C E O F PT N CO N T I N U O U S A I R SP A C E CO N T I N U O U S 4 " S P F SY S T E M 5/ 8 " G Y P B D , F U L L Y E N C A S E SP F S Y S T E M 3" 4" 1 5 / 8 " ST R U C T U R A L R . O . EL : 1 0 1 ' - 1 0 " RI G I D I N S U L A T I O N WA T E R P R O O F I N G CO N T S S T F L A S H I N G ST O N E S U P P O R T FR A M E , S E A L AR O U N D A L L PE N E T R A T I O N S I N WA T E R P R O O F I N G SL O P E 1 / 4 " : 1 ' SA N D SE T T I N G B E D 8" S T R U C T U R A L ST U D S I L L 6" S T R U C T U R A L S T U D S I L L CO N T I N U O U S S E A L A N T A L L SI D E S O F W D W F R A M E T O TR A N S I T I O N F L A S H I N G ME M B R A N E CO N T I N U O U S S I L L P A N W / E N D DA M S , F O R M E D F R O M S E L F - AD H E S I V E T R A N S I T I O N F L A S H I N G ME M B R A N E , L A P O V E R & S E A L T O SS T F L A S H I N G 1" AL U M W D W S Y S T E M SH I M A S R E Q U I R E D , N O PE N E T R A T I O N S T H R O U G H TR A N S I T I O N F L A S H I N G CO N T S S T F L A S H I N G , TU R N U P A T J A M B , S E A L TO S T O N E 5" 5" 3" 1212 T. O . F A C I N G S T O N E 12 0 ' - 4 " HE A D R . O . EL : 1 1 9 ' - 2 1 / 2 " 3 5 / 8 " I N T E R I O R ME T A L S T U D TY P 1 3 / 4 " A I R S P A C E , SE E D I M E N S I O N P L A N FO R V A R I A N T LO C A T I O N S O F IN T E R I O R S T U D W A L L IN T E R I O R M I L L W O R K , S E E EL E V A T I O N S 5/ 8 " G Y P S U M B O A R D 5/ 8 " E X T E R I O R SH E A T H I N G 6" S T R U C T U R A L S T U D H E A D E R CO N T I N U O U S A I R SP A C E JO I N T S E A L A N T A N D BA C K E R R O D , A L L SI D E S T Y P . CO N T I N U O U S S S T FL A S H I N G W / D R I P E D G E CO N T I N U O U S 4 " S P F SY S T E M SE L F - A D H E S I V E T R A N S I T I O N FL A S H I N G M E M B R A N E , WR A P U N D E R H E A D A N D 3 " UP P T N F A C E JO I N T S E A L A N T A N D BA C K E R R O D , A L L SI D E S T Y P . AL U M W D W S Y S T E M CO N T I N U O U S S E A L A N T A L L SI D E S O F W D W F R A M E T O TR A N S I T I O N F L A S H I N G ME M B R A N E 5/ 8 " G Y P S H E A T H I N G , FU L L Y E N C L O S E S P F SY S T E M 1 5 / 8 " SU P P L Y - A I R M I L L W O R K S L O T S (S E E R C P ) 1" 3" 8" S T R U C T U R A L S T U D H E A D E R 6" S T R U C T U R A L ST U D H E A D E R 44 CO N C R E T E W A L L - S E E ST R U C T U R E IN T E R I O R M I L L W O R K , S E E EL E V A T I O N S 5/ 8 " E X T E R I O R S H E A T H I N G CO N T I N U O U S S E A L A N T A L L SI D E S O F W D W F R A M E T O TR A N S I T I O N F L A S H I N G ME M B R A N E 6" S T R U C T U R A L S T U D CO N T I N U O U S 4 " S P F S Y S T E M SE L F - A D H E S I V E T R A N S I T I O N FL A S H I N G M E M B R A N E , W R A P O V E R SI L L A N D D O W N I N T E R I O R 3 " AL U M W D W S Y S T E M R. O . W D W S I L L EL : 1 0 3 ' - 3 1 / 2 " 5/ 8 " G Y P S U M B O A R D , F U L L Y E N C A S E SP R A Y - A P P L I E D I N S U L A T I O N CO N T I N U O U S S I L L P A N W / E N D DA M S , F O R M E D F R O M S E L F - AD H E S I V E T R A N S I T I O N F L A S H I N G ME M B R A N E , L A P O V E R & S E A L T O SS T F L A S H I N G SH I M A S R E Q U I R E D , N O PE N E T R A T I O N S T H R O U G H TR A N S I T I O N F L A S H I N G MO N O L I T H I C S T O N E S I L L , SE E D E T A I L S EX T E R I O R S T O N E CL A D D I N G S Y S T E M CO N T I N U O S A I R S P A C E R. O . S T R U C T U R A L W A L L EL : 1 0 2 ' - 0 " SS T F L A S H I N G CO N T S E A L A N T A T P A I N T E D FI N I S H E S , S E E E L E V S A N D F I N I S H SC H E D U L E 3" CO N T S S T F L A S H I N G , TU R N U P A T J A M B PR O V I D E 1 / 4 " : 1 ' S L O P E A T S I L L R . O . ST O N E B A C K U P F R A M I N G & C O N N E C T I O N HA R D W A R E , B Y S T O N E IN S T A L L E R 6" 3" 4" ST E E L L E D G E R , S E E ST R U C T U R E 6" S T R U C T U R A L S T U D S I L L 5" 1 5 / 8 " 12 IN T E R I O R M I L L W O R K , S E E IN T E R I O R E L E V A T I O N S 5/ 8 " E X T E R I O R S H E A T H I N G CO N T I N U O U S S E A L A N T A L L SI D E S O F W D W F R A M E T O ME M B R A N E CO N T I N U O U S A I R S P A C E AL U M I N U M W D W S Y S T E M CO N T I N U O U S J O I N T SE A L A N T & B A C K E R R O D EX T E R I O R S T O N E C L A D D I N G SY S T E M EN D D A M B E L O W 8" S T R U C T U R A L S T U D J A M B 3 5 / 8 " M E T A L S T U D CO N T I N U O U S 4 " S P F S Y S T E M SE L F - A D H E S I V E T R A N S I T I O N FL A S H I N G M E M B R A N E , W R A P TH R U J A M B A N D E X T E N D 3 " O N PT N F A C E . 6" S T R U C T U R A L S T U D J A M B 5/ 8 " G Y P S H E A T H I N G , E X T E N D AS R E Q U I R E D T O E N C A S E S P F SY S T E M C O M P L E T E L Y 10 " 1 5/8" 3" 1" 3" 4" IN T E R I O R S T O N E P I L A S T E R , S E E EL E V A T I O N S 4 4 IN T E R I O R M I L L W O R K , S E E IN T E R I O R E L E V A T I O N S 5/ 8 " E X T E R I O R S H E A T H I N G CO N T I N U O U S S E A L A N T A L L SI D E S O F W D W F R A M E T O TR A N S I T I O N F L A S H I N G ME M B R A N E CO N T I N U O U S A I R S P A C E AL U M I N U M W D W S Y S T E M CO N T I N U O U S J O I N T SE A L A N T & B A C K E R R O D EX T E R I O R S T O N E C L A D D I N G SY S T E M EN D D A M B E L O W 12 " S T R U C T U R A L S T U D 1 1 / 2 " M E T A L F U R R I N G CO N T I N U O U S 4 " S P F S Y S T E M SE L F - A D H E S I V E T R A N S I T I O N FL A S H I N G M E M B R A N E , W R A P TH R U J A M B A N D E X T E N D 3 " O N PT N F A C E . 6" S T R U C T U R A L S T U D J A M B 5/ 8 " G Y P S H E A T H I N G , E X T E N D AS R E Q U I R E D T O E N C A S E S P F SY S T E M C O M P L E T E L Y F. O . S T O N E S I L L B E L O W 1' - 0 " 3" 5/8" 4" CO N T I N U O U S S P F S Y S T E M , F I L L BO X J A M B P R I O R T O E R E C T I N G FR A M I N G 5/ 8 " G Y P B D 1 1/4" 1" LI N E O F M I L L W O R K B E L O W 44 3 5 / 8 " I N T E R I O R ME T A L S T U D TY P 1 3 / 4 " A I R S P A C E , SE E D I M E N S I O N P L A N FO R V A R I A N T LO C A T I O N S O F IN T E R I O R S T U D W A L L IN T E R I O R M I L L W O R K , S E E EL E V A T I O N S 5/ 8 " G Y P S U M B O A R D 5/ 8 " E X T E R I O R SH E A T H I N G 6" S T R U C T U R A L S T U D H E A D E R CO N T I N U O U S A I R SP A C E DE C O R A T I V E C A R V E D ST O N E P A N E L , S E E EL E V A T I O N JO I N T S E A L A N T A N D BA C K E R R O D , A L L SI D E S T Y P . CO N T I N U O U S F L A S H I N G W/ D R I P E D G E 4" S P F S Y S T E M SE L F - A D H E S I V E T R A N S I T I O N FL A S H I N G M E M B R A N E , WR A P U N D E R H E A D A N D 3 " UP P T N F A C E JO I N T S E A L A N T A N D BA C K E R R O D , A L L SI D E S T Y P . R. O . W D W H E A D 11 5 ' - 9 1 / 2 " AL U M W D W S Y S T E M LI N E O F C L G , S E E R C P 3" 1" CO N T I N U O U S S E A L A N T A L L SI D E S O F W D W F R A M E T O TR A N S I T I O N F L A S H I N G ME M B R A N E 5/ 8 " G Y P S H E A T H I N G , FU L L Y E N C L O S E S P F SY S T E M 5 3 / 8 " FI L L B O X H E A D E R W I T H SP F P R I O R T O ER E C T I N G F R A M I N G 1 1 / 4 " SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/17/2012 2:47:32 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt EXTERIOR WINDOW DETAILS AE533Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 3 " = 1 ' - 0 " A3 WD W H - S I L L D E T A I L SC A L E : 3 " = 1 ' - 0 " B3 WD W H - H E A D D E T A I L SC A L E : 3 " = 1 ' - 0 " A1 WD W F - S I L L D E T A I L SC A L E : 3 " = 1 ' - 0 " E1 WD W H - J A M B D E T A I L SC A L E : 3 " = 1 ' - 0 " E3 WD W F - J A M B D E T A I L SC A L E : 3 " = 1 ' - 0 " 3 WD W F - H E A D D E T A I L 1AUG 27, 2012ADDENDUM 1 3SEPT 10, 2012ADDENDUM 3 4SEPT 17, 2012ADDENDUM 4 1 1 1 1 3 3 3 4 PR O V I D E T O P C L O S U R E T O RE F L E C T O R , N O L I G H T LE A K A G E 1/2" GA L V S T E E L F R A M I N G , S E E ST R U C T U R E EX T E R I O R S T O N E C L A D D I N G SY S T E M O N G A L V S U P P O R T SU B S T R U C T U R E AL U M W D W S Y S T E M LI G H T F I X T U R E W / S T A N D - O F F BR A C K E T , S E E E L E C 2.0°SILL R.O.EL: 162'-8 1/2" SI L L B L O C K I N G , E N S U R E P O S I T I V E DR A I N A G E O U T O F S I L L P A N . CO N S T R U C T W I T H W E A T H E R R E S I S T A N T MA T E R I A L SS T S I L L P A N W / I N T E G R A L EN D D A M S EN D D A M S B E Y O N D AL U M W D W S Y S T E M , AN C H O R A T J A M B S EX T E R I O R S T O N E C L A D D I N G SY S T E M O N G A L V S U P P O R T SU B S T R U C T U R E GA L V S T E E L FR A M I N G / B R A C I N G , S E E ST R U C T U R E LI G H T F I X T U R E W / S T A N D - O F F BR A C K E T , S E E E L E C MT L R E F L E C T O R , P R O V I D E BO T T O M C L O S U R E , N O L I G H T LE A K A G E CO N T I N U O U S S E A L A N T B E A D BE N E A T H F L A S H I N G D R I P E D G E B. O . S I L L EL : 1 6 2 ' - 9 3 / 4 " EX T E R I O R S T O N E C L A D D I N G SY S T E M O N G A L V S U P P O R T SU B S T R U C T R U E GA L V S U P P O R T S U B S T R U C T U R E , BY S T O N E I N S T A L L E R , C O O R D F O R WD W A N C H O R A G E AL U M W D W S Y S T E M , R E G L A Z E FR O M I N S I D E CO N T I N U O U S M T L R E F L E C T O R I N L E N G T H S SI M I L A R T O L I G H T F I X T U R E S E G M E N T S , PA I N T I N T E R I O R S U R F A C E W H I T E LINE OF STONE SILL BELOWCONTINUOUS SEALANT AT JAMBS,EXTEND DOWN TO SURFACE OF SILL PANSST END DAM BELOW MT L B R A C K E T , 2 P E R F I X T U R E SE G M E N T , M E C H F A S T E N T O RE F L E C T O R LIGHT FIXTURE, SEE ELEC1'-2 1/2" R.O.+/- 1'-1"1/2"11" MAX BLOCKING/SHIM AS REQUIRED,CONSTRUCT WITH WEATHER RESISTANT MATERIAL 22 5/ 8 " G Y P , F U L L Y E N C L O S E SP F S Y S T E M AL U M W D W S Y S T E M , FR A M E A N D E X T E R I O R PA N N I N G C O N T I N U E UP W A R D A T J A M B S MI L L W O R K , S E E I N T E R I O R EL E V A T I O N S 5/ 8 " G Y P S U M B O A R D 3 5 / 8 " M T L S T U D H E A D E R DE C O R A T I V E C A S T A L U M SP A N D R E L P A N E L , S E E W I N D O W SC H E D U L E FI L L S T U D C A V I T Y A N D H E A D E R WI T H S P F S Y S T E M JO I N T S E A L A N T & B A C K E R RO D , A L L S I D E S T Y P . 7" LA M I N A T E M I N 1 " I N S U L A T I O N W I T H BA C K E R B O A R D T O D E C O R A T I V E PA N E L . A S S E M B L Y T O B E G L A Z E D IN T O W I N D O W S Y S T E M RI G I D I N S U L A T I O N SP A C E R 1 3 / 4 " LI N E O F W D W F R A M E BY N D , W I T H I N W A L L CO N S T R U C T I O N 22 3 5 / 8 " M T L S T U D , B R I D G E B A C K TO E X T E R I O R S T U D SI L L R . O . EL : 1 0 1 ' - 5 1 / 2 " IN T E R I O R T R I M , S E E EL E V A T I O N S 5/ 8 " E X T E R I O R SH E A T H I N G MO N O L I T H I C ST O N E S I L L SE L F - A D H E S I V E T R A N S I T I O N FL A S H I N G M E M B R A N E , W R A P U P OV E R S I L L A N D 3 " D O W N F A C E O F PT N CO N T I N U O U S A I R SP A C E CO N T I N U O U S 4 " S P F SY S T E M 5/ 8 " G Y P B D , F U L L Y E N C A S E SP F S Y S T E M 3" 6" S T R U C T U R A L S T U D CO N T I N U O U S S E A L A N T A L L SI D E S O F W D W F R A M E T O TR A N S I T I O N F L A S H I N G ME M B R A N E CO N T I N U O U S S I L L P A N W / E N D DA M S , F O R M E D F R O M S E L F - AD H E S I V E T R A N S I T I O N F L A S H I N G ME M B R A N E , L A P O V E R & S E A L T O SS T F L A S H I N G 1" AL U M W D W S Y S T E M SH I M A S R E Q U I R E D , N O PE N E T R A T I O N S T H R O U G H TR A N S I T I O N F L A S H I N G CO N T S S T F L A S H I N G , TU R N U P A T J A M B , S E A L TO S T O N E 7" 1 5 / 8 " 1 3 / 4 " 6" S T R U C T U R A L S T U D S I L L 22 5/ 8 " G Y P , F U L L Y E N C L O S E SP F S Y S T E M AL U M W D W S Y S T E M , FR A M E A N D E X T E R I O R PA N N I N G C O N T I N U E DO W N W A R D A T J A M B S MI L L W O R K , S E E I N T E R I O R EL E V A T I O N S 5/ 8 " G Y P S U M B O A R D 3 5 / 8 " M T L S T U D S & S I L L S DE C O R A T I V E C A S T A L U M SP A N D R E L P A N E L , S E E W I N D O W SC H E D U L E FI L L S T U D C A V I T Y A N D H E A D E R W I T H SP F S Y S T E M JO I N T S E A L A N T & B A C K E R RO D , A L L S I D E S T Y P . LA M I N A T E M I N 1 " I N S U L A T I O N W I T H BA C K E R B O A R D T O D E C O R A T I V E PA N E L . A S S E M B L Y T O B E G L A Z E D IN T O W I N D O W S Y S T E M RI G I D I N S U L A T I O N SP A C E R 7" LI N E O F F R A M E B Y N D , W I T H I N WA L L C O N S T R U C T I O N 1 3 / 4 " 2 IN T E R I O R M I L L W O R K , S E E IN T E R I O R E L E V A T I O N S 5/ 8 " E X T E R I O R S H E A T H I N G CO N T I N U O U S S E A L A N T A L L SI D E S O F W D W F R A M E T O ME M B R A N E CO N T I N U O U S A I R S P A C E AL U M I N U M W D W S Y S T E M CO N T I N U O U S J O I N T SE A L A N T & B A C K E R R O D EX T E R I O R S T O N E C L A D D I N G SY S T E M EN D D A M B E L O W 8" S T R U C T U R A L S T U D J A M B 3 5 / 8 " M E T A L S T U D CO N T I N U O U S 4 " S P F S Y S T E M SE L F - A D H E S I V E T R A N S I T I O N FL A S H I N G M E M B R A N E , W R A P TH R U J A M B A N D E X T E N D 3 " O N PT N F A C E . 6" S T R U C T U R A L S T U D J A M B 5/ 8 " G Y P S H E A T H I N G , E X T E N D AS R E Q U I R E D T O E N C A S E S P F SY S T E M C O M P L E T E L Y 10 " 1 5/8" IN T E R I O R P T N A S S C H E D U L E D 1 3/4" DY N A M I C B U I L D I N G J O I N T , S E E EL E V S 7" 4" 3" 1" SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/10/2012 12:31:17 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt EXTERIOR WINDOW DETAILS AE534Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 3 " = 1 ' - 0 " D5 WD W S - H E A D D E T A I L SC A L E : 3 " = 1 ' - 0 " B5 WD W S - S I L L D E T A I L SC A L E : 3 " = 1 ' - 0 " A5 WD W S - J A M B D E T A I L SC A L E : 3 " = 1 ' - 0 " B1 WD W G - H E A D SC A L E : 3 " = 1 ' - 0 " A1 WD W G - S I L L SC A L E : 3 " = 1 ' - 0 " D1 WD W G - T R A N S O M S I L L SC A L E : 3 " = 1 ' - 0 " D3 WD W G - J A M B D E T A I L 3SEPT 10, 2012ADDENDUM 3 3 333 3 3 LE V E L 1 10 0 ' - 0 " 2 IN T E R I O R EX T E R I O R ST O N E P A V E R S Y S T E M , S E E LA N D S C A P E SL O P E DE C O R A T I V E B R O N Z E TH R E S H O L D , S E E A E 5 3 8 MO R T A R S E T T I N G B E D WA L K O F F C A R P E T 4" R E C E S S E D S L A B O N G R A D E , S E E S T R U C T CO N C R E T E F O U N D A T I O N , S E E S T R U C T WA T E R P R O O F I N G CO U N T E R S U N K B R O N Z E F A S T E N E R S 2" 4"4" 1 1 / 2 " S E L F - L E V E L I N G T O P P I N G S L A B BR O N Z E C L A D D O O R , S E E S C H E D U L E SL O P E 1/ 4 " : 1 ' 7 1 / 8 " 2 T. O . F A C I N G S T O N E 12 0 ' - 4 " 8" S T R U C T U R A L S T U D HE A D E R 1 3 / 4 " A I R S P A C E SS T C O R E F R A M E , FI L L W / I N S U L A T I O N , TY P 5/ 8 " E X T E R I O R S H E A T H I N G CO N T I N U O U S 4 " S P F S Y S T E M NA T U R A L F I N I S H W O O D ( M 1 ) SU R R O U N D T R I M , S E E IN T E R I O R E L E V A T I O N S CO N T I N U O U S A I R S P A C E ST O N E C L A D D I N G S Y S T E M DE C O R A T I V E B R O N Z E S U R R O U N D A N D F R A M E SE L F - A D H E S I V E T R A N S I T I O N F L A S H I N G M E M B R A N E JO I N T S E A L A N T A N D BA C K E R R O D , A L L SI D E S T Y P . DE C O R A T I V E C A S T BR O N Z E C L A D D I N G , BO T H F A C E S IN S U L A T I O N B. O . S T E E L EL : 1 1 9 ' - 1 3 / 4 " ST E E L 6 X 4 H S S , S E E S T R U C T U R E , FI L L W / I N S U L A T I O N T H R U H O L E S FR O M S I D E A T M I D D L E O F S E C T I O N 4" DY N A M I C M V M T J T , SE E E L E V 7" 1' - 0 3 / 4 " 6" S T R U C T U R A L S T U D HE A D E R 3 5 / 8 " S T U D , B R A C E B A C K T O 8" E X T E R I O R S T U D CO N T I N U O U S S E A L A N T A L L S I D E S O F D O O R FR A M E T O T R A N S I T I O N F L A S H I N G M E M B R A N E CO N T I N U O U S S E A L A N T CL G A N D T R I M , S E E D E T A I L S CO N T I N U O U S S T E E L A N G L E BR A C K E T PR O V I D E I N T E R M I T T E N T W E E P H O L E S FI X E D T R A N S O M , S E E D R S C H E D U L E 1" 1 1/2" 2 DE C O R A T I V E C U S T O M B R O N Z E T H R E S H O L D , S E E A E 5 3 8 1 1 / 2 " LI N E O F 9 " T A L L S T O N E P L I N T H B L O C K B E L O W ( S T O N E B A S E B 1 ) LI N E O F I N T E G R A L B R O N Z E " P L I N T H " B E L O W , 1 ' - 4 1 / 4 " T A L L DE C O R A T I V E B R O N Z E S U R R O U N D A N D F R A M E , S E E A E 5 3 8 EX T E R I O R S T O N E P I L A S T E R & BA S E , S E E E L E V 10 7/8" 4" ST E E L 8 x 8 H S S , S E E S T R U C T U R E NA T U R A L F I N I S H W O O D ( M 1 ) S U R R O UN D T R I M , S E E I N T E R I O R E L E V A T I O N 3 1/8" BR O N Z E C L A D D O O R , S E E S C H E D U L E CO N T I N U O U S 4 " S P F S Y S T E M SE L F A D H E S I V E T R A N S I T I O N FL A S H I N G M E M B R A N E FI L L H S S W I T H I N S U L A T I O N T O H E I G H T O F D O O R R . O . 8' - 4 7 / 8 " T O G L G CO O R D J A M B A N C H O R A G E W / D R M F R A N D A R C H - S P F S Y S T E M T O B E FU L L Y E N C L O S E D A N D B L D G E N V E L O P E T O S E A L A G A I N S T D R F R A M E 7 5 / 8 " 3/ 8 " T O L E R A N C E E A C H J A M B 7' - 1 0 1 / 8 " T O OP P F . O . S T O N E J A M B DO O R L E A F W I D T H PR O V I D E I N T E G R A L S I L E N C E R S , SE E H A R D W A R E G R O U P AR T G L A S S P A N E SS T C O R E F R A M E , F I L L W/ I N S U L A T I O N , T Y P DE C O R A T I V E C A S T B R O N Z E CL A D D I N G , B O T H F A C E S IN S U L A T I O N FI X E D T R A N S O M , S E E D R S C H E D U L E ST E E L 3 x 3 H S S , S E E S T R U C T U R E , FI L L W / I N S U L A T I O N AC T I V E D O O R L E A F PE R I M E T E R W E A T H E R S T R I P P I N G B. O . S T E E L EL : 1 1 0 ' - 8 3 / 4 " PR O V I D E I N T E R M I T T E N T W E E P H O L E S CL CA S T B R O N Z E T R A N S O M TE X T U R E D P A T T E R N AR T G L A S S 8 7/8"1'-9 1/4"7 1/2"1'-9 1/4"7 1/2"1'-9 1/4"8 7/8" 8'-0 3/8" 8 7 / 8 " 1' - 9 1 / 4 " 8 7 / 8 " 3' - 3 " LEVEL 1 100' - 0" AE 6 0 9 C4 8 7/8"1'-9 1/4"7 1/2"1'-9 1/4"7 1/2"1'-9 1/4"7 1/2"1'-9 1/4"11"8 7/8"1'-9 1/4"8 7/8" CA S T B R O N Z E D O O R L E A F TE X T U R E D P A T T E R N AR T G L A S S DO O R P U L L A T T A C H M E N T S 3'-3"10'-7 1/8" 3/4" UNDERCUT A4 AE 5 3 8 SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/27/2012 10:56:58 AM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt EXTERIOR DOOR DETAILS AE535Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 3 " = 1 ' - 0 " A1 DO O R E 1 - T H R E S H O L D D E T A I L SC A L E : 3 " = 1 ' - 0 " E1 DO O R E 1 - T R A N S O M D E T A I L SC A L E : 3 " = 1 ' - 0 " D3 DO O R E 1 J A M B D E T A I L SC A L E : 3 " = 1 ' - 0 " C1 DO O R E 1 H E A D D E T A I L SC A L E : 1 1 / 2 " = 1 ' - 0 " A3 DO O R E 1 F I X E D T R A N S O M E L E V A T I O N SCALE: 1 1/2" = 1'-0" A5 DOOR E1 LEAF ELEVATION CA S T B R O N Z E 1AUG 27, 2012ADDENDUM 1 1 1 11 1 1 L. 9 4"4" NA T U R A L F I N I S H W O O D ( M 1 ) S U R R O U N D T R I M , S I M T O C 1 7 O N A E 6 0 5 ) DE C O R A T I V E C U S T O M B R O N Z E T H R E S H O L D , S E E A E 5 3 8 LI N E O F S T O N E P L I N T H B L O C K B E L O W ( S T O N E B A S E B 1 - S I M T O C 1 7 O N A E 6 0 5 ) , EX T E N D F L U S H W I T H F A C E O F W O O D J A M B , T O F . O . B R O N Z E D R F R A M E LI N E O F I N T E G R A L B R O N Z E "P L I N T H " B E L O W , 1 ' - 4 1 / 4 " T A L L DE C O R A T I V E B R O N Z E S U R R O U N D A N D FR A M E , S E E A E 5 3 8 EX T E R I O R S T O N E P I L A S T E R & BA S E , S E E E L E V ST E E L 8 x 8 H S S , S E E S T R U C T U R E - F I L L W / I N S U L A T I O N T O H E I G H T O F D O O R R . O . CO N T I N U O U S 4 " S P F S Y S T E M SE L F A D H E S I V E T R A N S I T I O N FL A S H I N G M E M B R A N E 3 5 / 8 " S T U D J A M B 15 ' - 4 1 / 2 " T O G L 3 CO O R D J A M B A N C H O R A G E W / D R M F R A N D A R C H - S P F S Y S T E M T O B E FU L L Y E N C L O S E D A N D B L D G E N V E L O P E T O S E A L A G A I N S T D R F R A M E ST O N E P E D E S T A L B E L O W , E X T E N D T O F. O . S T O N E C L A D D I N G EX T E R I O R S T O N E C L A D D I N G SY S T E M TO P E D G E O F S T O N E B A S E B E L O W , S E E F I N I S H S C H E D U L E T Y P 1 3/4" SC H E D U L E D P T N 7 5 / 8 " 3/ 8 " T O L E R A N C E E A C H J A M B 7' - 4 " T O O P P F . O . S T O N E J A M B DO O R L E A F W I D T H 1 7 / 8 " LEVEL 1 100' - 0"AE609C58 7/8"1'-6 1/8"8 7/8" CA S T B R O N Z E C L A D D I N G ART GLASS DOOR PULL TE X T U R E D P A T T E R N 8 7/8"1'-6 1/8"7 1/2"1'-6 1/8"7 1/2"1'-6 1/8"7 1/2"1'-6 1/8"8 7/8"9'-5"3'-0"3/4" UNDERCUT PR O V I D E I N T E G R A L S I L E N C E R S , SE E H A R D W A R E G R O U P FI X E D T R A N S O M , S E E D R S C H E D U L E ST E E L 3 x 3 H S S , S E E ST R U C T U R E , F I L L W / I N S U L A T I O N AC T I V E D O O R L E A F PE R I M E T E R W E A T H E R S T R I P P I N G B. O . S T E E L EL : 1 0 9 ' - 6 5 / 8 " PR O V I D E I N T E R M I T T E N T W E E P H O L E S MI N 2 " R I G I D I N S U L A T I O N 1 1 / 2 " L. 9 8" S T R U C T U R A L S T U D HE A D E R 1 3 / 4 " A I R S P A C E SS T C O R E F R A M E , F I L L W/ I N S U L A T I O N , T Y P 5/ 8 " E X T E R I O R S H E A T H I N G CO N T I N U O U S 4 " S P F S Y S T E M CO N T I N U O U S A I R S P A C E ST O N E C L A D D I N G S Y S T E M DE C O R A T I V E B R O N Z E SU R R O U N D A N D F R A M E SE L F - A D H E S I V E T R A N S I T I O N FL A S H I N G M E M B R A N E DE C O R A T I V E C A S T B R O N Z E CL A D D I N G IN S U L A T I O N ST E E L 6 X 4 H S S , S E E S T R U C T U R E , FI L L W / I N S U L A T I O N T H R U H O L E S FR O M S I D E A T M I D D L E O F S E C T I O N 3 5 / 8 " S T U D , B R A C E B A C K T O 8" E X T E R I O R S T U D CO N T I N U O U S S E A L A N T A L L S I D E S O F D O O R FR A M E T O T R A N S I T I O N F L A S H I N G M E M B R A N E CO N T I N U O U S S E A L A N T CL G A N D T R I M , S E E D E T A I L S CO N T I N U O U S S T E E L A N G L E BR A C K E T PR O V I D E I N T E R M I T T E N T W E E P H O L E S FI X E D T R A N S O M , S E E D R S C H E D U L E B. O . S T E E L EL : 1 1 3 ' - 1 3 / 4 " 1" 4" 4" 2" R I G I D I N S U L A T I O N 3 5 / 8 " S T U D 5/ 8 " G Y P TR A N S O M H I D D E N F A C E SH E A T H I N G CA S T B R O N Z E C L A D D I N G TE X T U R E D P A T T E R N 3'-2" 6' - 0 " ZO N E O F R A I S E D L E T T E R I N S C R I P T I O N , S E E A E 5 2 4 SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/27/2012 10:57:21 AM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt EXTERIOR DOOR DETAILS AE536Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 3 " = 1 ' - 0 " D3 DO O R E 2 - J A M B D E T A I L SCALE: 1 1/2" = 1'-0" A5 DOOR E2 - LEAF ELEVATION SC A L E : 3 " = 1 ' - 0 " C1 DO O R E 2 - H E A D D E T A I L SC A L E : 3 " = 1 ' - 0 " E1 DO O R E 2 - T R A N S O M H E A D D E T A I L 1AUG 27, 2012ADDENDUM 1 SC A L E : 1 1 / 2 " = 1 ' - 0 " A3 DR E 2 - T R A N S O M 1 1 1 1 1 L 1/2" GAP3 1/4"10' - 2" TO LVL 1DEFLECTION SLIP TRACK 6" STUD HEADER 6" STRUCTURAL STUD HEADER INTERIOR SURROUND TRIM INSULATED HM FRAME, PAINT TO MATCH DOOR LEAF HM DOOR, SEE SCHEDULE3"4" SE L F A D H E S I V E T R A N S I T I O N F L A S H I N G ME M B R A N E CONTINUOUS SEALANT ALL SIDES OF DOOR FRAME TO TRANSITION FLASHING MEMBRANE BACKSET FROM STUD1/4"OPEN JT1/2" SS T F L A S H I N G , K E E P D R I P E D G E 1 / 4 " A B V VI S I B L E E D G E O F S T O N E S U R R O U N D 5/8" GYP BD CO N T I N U O U S A I R S P A C E EX T E R I O R S T O N E C L A D D I N G S Y S T E M CO N T I N U O U S 4 " S P F S Y S T E M 1"LEVEL 1 100' - 0"LINTERIOR EX T E R I O R ST O N E P A V E R S Y S T E M , S E E LA N D S C A P E SL O P E ST O N E T H R E S H O L D , EX T E R I O R S T O N E F MO R T A R S E T T I N G B E D SCHEDULED FLOOR FINISH CONCRETE FOUNDATION, SEE STRUCTWATERPROOFING2"4"4"6"4"6 1/8"5 1/8" ST O N E W A T E R T A B L E B Y N D ST O N E P L I N T H B L O C K B Y N D , AL I G N H T W I T H R E V E A L I N W A T E R TA B L E ST O N E D R S U R R O U N D B Y N D MORTAR SETTING BEDLINE OF STONE PLINTH BYNDLINE OF HM DR FRAME BYND 2" RIGID INSULATION THERMAL BREAK BRONZE THRESHOLDDR, SEE SCHEDULE CO N T I N U O U S S E A L A N T B E A D BT W N B R O N Z E A N D S T O N E JT B T W N H M F R A M E & S T O N E 1/2"HM FRAME DOWN TO STRUCTURAL SLABC4" LI N E O F S T O N E P L I N T H B L O C K B E L O W 4' - 9 " T O O P P F . O . S T O N E R E T U R N 2' - 6 1 / 2 " T O C E N T E R O F D O O R 3 1/4"1"3" IN S U L A T E D H M D O O R F R A M E - P A I N T T O MA T C H A L U M W D W S Y S T E M EXTERIOR STONE CLADDING SYSTEM STOP-RETURN STONE WATERTABLE BELOWCONTINUOUS 4" SPF SYSTEM SE L F A D H E S I V E T R A N S I T I O N F L A S H I N G M E M B R A N E 5/8" EXTERIOR SHEATHINGCONCRETE WALL, SEE STRUCTURE6" STRUCTURAL STUD & JAMB5/8" GYP, FULLY ENCLOSE SPF SYSTEM1 1/2" MTL FURRING CHANNEL3 5/8" MTL STUD5/8" GYP BD IN T E R I O R S U R R O U N D T R I M , S I M T O T Y P E C2 7 , S E E E L E V A N D D R S C H E D U L E 3/8" AIR SPACE 3 5 / 8 " S T U D J A M B CO N T I N U O U S S E A L A N T A L L S I D E S O F DO O R F R A M E T O T R A N S I T I O N F L A S H I N G ME M B R A N E MO N O L I T H I C S T O N E T H R E S H O L D 3" EX T E N T O F I N T E R I O R B R O N Z E TH R E S H O L D ST O N E P L I N T H B L O C K B E L O W , F L U S H WI T H F . O . M I L L W O R K T H R U J A M B BRONZE THRESHOLD 1'-2 5/8" VIF 6 1/8"1 7/8"5/ 8 " 2" 8" 2"STONE THRESHOLD 1'-3 1/4" VIF 4. 9 RA I N S C R E E N M T L P A N E L S Y S T E M - H E A V Y GA U G E C O R N E R P A N E L S HI G H A N D L O W G A L V S T E E L H S S G I R T , S E E ST R U C T U R E RA I N S C R E E N B A C K U P F R A M I N G GA L V S T R U C T U R A L F R A M E F O R R A I N S C R E E N SU P P O R T , B Y M T L P N L S U P P L I E R 2'-8 1/2" VIF, SEE STRUCTURAL DTLS 1'-9 1/2" PA R A P E T 2 13 3 ' - 9 1 / 2 " 4. 9 T. O . S T E E L EL : 1 3 4 ' - 0 " 8" 5" HE A V Y G A U G E M T L P A N E L B R O W , AL I G N S W I T H A D J M T L P A N E L F L A S H I N G C A P EX T E R I O R S T O N E C L A D D I N G S Y S T E M O N GA L V S U P P O R T S U B S T R U C T U R E RA I N S C R E E N M T L P A N E L S Y S T E M , HE A V Y G A U G E C O R N E R J A M B P A N E L S DR , S E E S C H E D U L E , F I N I S H T O M A T C H M T L PA N E L S Y S T E M GA L V H M D O O R F R A M E , A N C H O R T O G A L V SU P P O R T S U B S T R U C T U R E , P A I N T T O MA T C H M T L P A N E L S Y S T E M 4. 9 RO O F S Y S T E M RA I N S C R E E N M T L P A N E L S Y S T E M , HE A V Y G A U G E C O R N E R J A M B P A N E L S DR , S E E S C H E D U L E , P R O V I D E C L O S U R E S T R I P AT B A S E A S R E Q U I R E D T O N A R R O W G A P BE T W E E N R O O F M E M B R A N E T O 1 / 2 " M A X GA L V H M D O O R F R A M E , C O P E B A S E T O FO L L O W S L O P E O F R O O F SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/27/2012 10:57:27 AM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt EXTERIOR DOOR DETAILS AE537Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012RKCN / DF / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 1 / 2 " = 1 ' - 0 " B5 DO O R T Y P E E 3 - H E A D D E T A I L SC A L E : 1 1 / 2 " = 1 ' - 0 " A5 DO O R T Y P E E 3 - T H R E S H O L D D E T A I L SC A L E : 1 1 / 2 " = 1 ' - 0 " E4 DO O R T Y P E E 3 - J A M B D E T A I L 1AUG 27, 2012ADDENDUM 1 SC A L E : 1 1 / 2 " = 1 ' - 0 " E1 DO O R E 3 0 0 J A M B D E T A I L SC A L E : 1 1 / 2 " = 1 ' - 0 " B1 DO O R E 3 0 0 H E A D D E T A I L SC A L E : 1 1 / 2 " = 1 ' - 0 " A1 DO O R E 3 0 0 T H R E S H O L D D E T A I L 1 1 1 1 11 9" S T O N E O P E N I N G 9" STONE OPENING CA S T B R O N Z E G R I L L E , F I N I S H T O M A T C H OT H E R S I T E B R O N Z E E L E M E N T S CA S T B R O N Z E R O S E T T E - F A C E T E D , BR I G H T P O L I S H E D B R O N Z E F I N I S H 7/16" 1 3/4" 1 7/8" 5/ 1 6 " 2 1/8" OP E N , T Y P 1 1 1 / 1 6 " LI N E O F S T O N E P L I N T H LI N E O F B R O N Z E P L I N T H AL I G N AL I G N BR O N Z E S U R R O U N D A N D F R A M E 4 3 / 8 " 5 1 / 4 " 4' - 6 3 / 4 " 5 1/4"4 3/8" 1 3/4" 2 7/8" 1' - 4 3 / 8 " 3' - 6 " 1' - 4 1 / 8 " 5/ 8 " 3' - 5 3 / 8 " 5/8"1'-4 1/8" 7' - 1 0 1 / 4 " V I F 7' - 7 3 / 8 " V I F 1'-4 1/4" 3/8" 1 1/2" 3/8" 1/2"1/2" 2 7/8" 1/2" 2'-0 3/8" VIF BEVELED EDGE, TYP TEXTURED BAND - 1/32" HEIGHT 1 3/4"4 1/2"3 3/4"4 1/2"1 3/4" SCALLOPED GROOVES 3/32" MAX DEPTH ALIGN2" AE 5 3 8 C1 LI N E O F S T O N E P L I N T H LI N E O F B R O N Z E P L I N T H AL I G N BR O N Z E S U R R O U N D A N D F R A M E BEVELED EDGE, TYP TEXTURED BANDS - 1/32" HEIGHTSCALLOPED GROOVES 3/32" MAX DEPTH 1 13/16" 2' - 8 1 / 2 " 1' - 6 1 / 8 " 1'-5 7/8"5/8" 2' - 8 " 5/ 8 " 1' - 5 7 / 8 " 3"2 7/8"1'-2 1/4" 1 3/4"3 1/2"3 3/4"3 1/2"1 3/4" 2 7/8"1/2" 2 5/8"5 1/4" 4' - 4 " 5 1 / 4 " 2 5 / 8 " 7' - 1 1 / 4 " V I F 7' - 4 " V I F 1/2" 1/2" 3/8" 1 1/2" 3/8" 1'-11 5/8" VIF ALIGN2" AE 5 3 8 C1 1/ 2 " 7/ 1 6 " 2 7 / 8 " 1 1 / 2 " 3/ 4 " 1 3 / 8 " 7/16"2 3/16"3 1/16"2 1/2" COORD W/ DOOR LEAF THICKNESS1 1/2" 3/ 4 " CO O R D W / I N T T R I M , S E E D T L 2 1 / 8 " M I N 3 1/8" 1/2" SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/27/2012 10:57:32 AM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt EXTERIOR DOOR DETAILS AE538Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS RKCN / DF / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 20121AUG 27, 2012ADDENDUM 1 SC A L E : 6 " = 1 ' - 0 " A1 DE C O R A T I V E C A S T E B R O N Z E V E N T I L A T I O N G R I L L E SC A L E : 1 1 / 2 " = 1 ' - 0 " A4 DO O R E 1 B R O N Z E T H R E S H O L D SC A L E : 1 1 / 2 " = 1 ' - 0 " C4 DO O R E 2 - B R O N Z E T H R E S H O L D SC A L E : 6 " = 1 ' - 0 " C1 DO O R E 1 / E 2 S U R R O U N D P R O F I L E 1 1 1 1 AE540A2AE540D4 S1 TU B E S T E E L U P T O D E C K TU B E S T E E L U P T O B E A M A T TO P O F S C R E E N W A L L TUBE STEEL UP TO DECK 1'-2 1/8" CL AE 5 4 0 A4 AE 5 4 0 B3 4. 8 AE 5 4 0 D2 AE 5 4 0 B4 AE 5 8 5 A1 TU B E S T E E L U P T O D E C K TU B E S T E E L U P T O B E A M A T TO P O F S C R E E N W A L L TU B E S T E E L U P T O D E C K CL 7 3/4" LE V E L 1 10 0 ' - 0 " A5 AE 5 4 0 A4 AE 5 4 0 B3 AE 5 4 0 8'-2 1/4"2 3/8"2'-1 3/8"9" 1' - 5 1 / 4 " 2" 2' - 3 7 / 8 " 2" 2' - 3 7 / 8 " 2" 2' - 3 7 / 8 " 2" 1' - 5 1 / 4 " 2" 7'-10 1/4" 2" 2 3/8" 2" 1'-9 3/8" 2" 3' - 8 " 10 ' - 1 0 1 / 8 " 3' - 8 " 2'-5"11'-3" B4 AE 5 4 0 PI N - H O L E SU R V E I L A N C E C A M E R A , DE M O U N T A B L E M I L L W O R K AC C E S S P A N E L S E E D E T A I L A3 AE 5 4 0 NA T U R A L F I N I S H MI L L W O R K , M 1 DI A M O N D M A T C H E D VE N E E R F L A T P A N E L S AR T G L A S S , S E E PL A N F O R T Y P E OP E N T O B Y N D OP E N TO BY N D OP E N TO BY N D 2" MI L L W O R K R E V E A L , S H I F T PR O F I L E B A C K 2 " D E E P , BO T H S I D E S 2" LEVEL 1 100' - 0"A2 AE540 A1 AE540A3AE540 9"2'-1 3/8"2 3/8"7'-4 1/8"7 1/4"2 7/8"2'-5" DOOR AS PER SCHEDULEART GLASS, SEE PLAN FOR TYPENATURAL FINISH MILLWORK, M1 BU T T J O I N T GLAZING TYPE G7 NATURAL FINISH MILLWORK, M1D5AE561 FR A M E L E S S J A M B S , SC R I B E G L A S S T O ST O N E P I L A S T E R W / 3/ 8 " M A X G A P D1 AE 5 4 0 DIAMOND MATCHED VENEER FLAT PANEL 5/ 8 " 2" 5/ 8 " 1/2"2 1/2"1/2" AR T G L A S S WI N D O W M U L L I O N WO O D B L O C K I N G HA R D W O O D E D G E T Y P . TU B E S T E E L SE L F - C E N T E R I N G T A P E R E D MI L L W O R K P A N E L RE M O V A B L E V E N E E R PA N E L A C C E S S P A N E L WI N D O W F R A M E 2 1/2"2 1/4" 1/2" 2 1/2" 1/2" 2 1/4"2 1/2" 5/ 8 " 2" 1 3 / 4 " 5 1 / 4 " 3 1 / 4 " 5 1 / 4 " 1 3 / 4 " 2" 2 1/2"2 1/4"3 1/2"2 1/4"2 1/2" 2 1 / 4 " DR I L L H O L E A S P E R SP E C I F I C A T I O N S F O R PI N - H O L E SU R V E I L A N C E C A M E R A 5/8"2" 1/2" 1/4"7/8"1/4" 1/2" 2"5/8" 1/ 8 " 1/ 8 " 1/ 2 " 2 1 / 2 " 1/ 2 " 1/ 8 " 1/ 8 " 1 / 2 "1/ 2 " AR T G L A S S WO O D F R A M E 1" V E N E E R P A N E L WO O D M I L L W O R K 10'-6" 10'-0"6" 6 5/8"1 3/8" 7/8" 1/8" 1 1/8" 1/2" 1/ 4 " 1/ 4 " 1/ 8 " 1" 1/ 2 " 1/ 8 " 1/ 4 "1/2" 3/4" 1 1/4"2 1/4" 1/8" 4 1/8"1" 1/ 4 " 1/ 8 " 3/ 4 " 1/ 8 " 1/ 8 " 3 1 / 2 " 1 / 8 " 1/2" WO O D M I L L W O R K VE N E E R P A N E L WO O D M I L L W O R K ST O N E B A S E WO O D B L O C K I N G MD F S U B S T R A T E A1 AE 5 4 0 2 1/2"2 1/4" 1/2" 2 1/2" 1/2" 2 1/4"2 1/2" 5/ 8 " 2" 1 3 / 4 " 5 1 / 4 " 3 1 / 4 " 5 1 / 4 " 1 3 / 4 " 3" 2" 5/ 8 " 1 1/4" 1/4" 1/2"4 1/2" 1/4" 1 1/4" 4"4" 7 1 / 4 " WO O D D O O R WO O D F R A M E WO O D B L O C K I N G HA R D W O O D E D G E T Y P . TU B E S T E E L SU B S T R A T E VE N E E R P A N E L WI N D O W F R A M E 1/8"1"1/8"1 1/4"3 1/2"1 1/4"10 7/8"7/8"1/2"3/4"2 3/8"3/4"1/8"1 7/8"7/8"1/2"1 5/8"5/8"2'-5"3/8"3/8"1/2"1 5/8"1/4"1/2"1/8"1/8"1/8"1/2"1/4"7/8"1/8"1/4"1 1/4"1 1/4"1/2"1/2"1/2"1/2"3/4"1/2"4.8 TRIM 1 ROSETTE CARVINGROSETTECARVINGCL 2"WOOD CASED OPENINGWOODMILLWORKTRIM 1 WOOD MILLWORKHARDWOODEDGE TYP.MDF MILLWORK MDF SUBSTRATE1'-10 3/8"STEEL TUBE B.O. STEEL TUBE 111'-5 1/2"7 3/4"VENEER PANEL TR I M 1 RO S E T T E CA R V I N G RO S E T T E CA R V I N G CL WI N D O W FR A M E WO O D MI L L W O R K TR I M 1 WO O D MI L L W O R K HA R D W O O D ED G E T Y P . MD F MI L L W O R K MD F SU B S T R A T E GL A S S T Y P E G 7 GA S K E T WO O D T R I M ST E E L T U B E B. O . S T E E L T U B E 11 1 ' - 5 1 / 2 " 1' - 1 0 3 / 8 " WO O D MI L L W O R K VE N E E R P A N E L 5/8"1 5/8" 1/2" 7/8"1 7/8" 1/8" 3/4"2 3/8" 3/4" 1/2"11 3/4"1 1/4"4 7/8"1" 1/8" 2 7/8" 1/2" 1/4" 7/8" 1/4"3 1/2"1/4" 7/8" 1/4" 1/2" 1 3/4"5/8" 1 5 / 8 " 7/ 8 " 1/ 8 " 1/ 8 " 1/ 2 " 1/ 4 " 1/ 8 " 3/ 4 " 1/ 8 " 3/ 8 " 3/ 8 " 1/ 2 " 4" 1/ 4 " 1/ 8 " 1/ 8 " 1/ 2 " 2 1 / 2 " 1/ 2 " 1/2" 1/2" 1/2" 1 1/4" 1 1/4" 1/2"1/2" 1/2" 1/2" 3/4" 3/4" 4" V E R T I C A L H S S PO S T , 4 ' 0 . C . M A X VE N E E R P A N E L 2 3 / 8 " 5 1 / 4 " 1 3 / 4 " 2" 2 1/2"2 1/4"3 1/2"2 1/4"2 1/2" ST O N E C O L U M N SU B S T R A T E VE N E E R P A N E L VE N E E R P A N E L WO O D M I L L W O R K SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 4:35:00 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt SCREEN WALL DETAILS AE540Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012BH / RKDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 2 " = 1 ' - 0 " C4 DE T A I L P L A N - V E S T I B U L E S C R E E N SC A L E : 1 / 2 " = 1 ' - 0 " C2 DE T A I L P L A N - R E C O M M E N D S C R E E N SC A L E : 1 / 2 " = 1 ' - 0 " D2 DE T A I L E L E V A T I O N - R E C O M M E N D S C R E E N SC A L E : 1 / 2 " = 1 ' - 0 " D4 DE T A I L E L E V A T I O N - V E S T I B U L E S C R E E N SC A L E : 3 " = 1 ' - 0 " B3 DE T A I L @ E N T R Y 1 SC A L E : 3 " = 1 ' - 0 " A4 DE T A I L @ E N T R Y 1 SC A L E : 3 " = 1 ' - 0 " A3 DE T A I L @ E N T R Y 1 SC A L E : 3 " = 1 ' - 0 " A1 CO L U M N E T T E D E T A I L SC A L E : 3 " = 1 ' - 0 " A2 SC R E E N D E T A I L @ E N T R Y 1 SCALE: 3" = 1'-0"A5SCREEN DETAIL @ ENTRY 1 SC A L E : 3 " = 1 ' - 0 " D1 SC R E E N D E T A I L @ E N T R Y 1 SC A L E : 3 " = 1 ' - 0 " B4 DE T A I L 10 AE 5 4 1 D1 AE 5 4 1 D5 5 7 / 8 " 10 " 5 7 / 8 " 6' - 1 0 5 / 8 " 5 7 / 8 " 10 " 5 7 / 8 " ST E E L C O L U M N , SE E S T R U C T U R E ST E E L C O L U M N , SE E S T R U C T U R E WO O D C O L U M N S MI L L W O R K 1 1 / 2 " D I A . ST A I N L E S S S T E E L TU B E 11 3 / 4 " 8' - 6 3 / 4 " 11 3 / 4 " 5 7 / 8 " 7'-0" FL O O R T O C E L I N G 2" O . D S T A I N L E S S ST E E L T U B E FL O O R T O C E L I N G 2" O . D S T A I N L E S S ST E E L T U B E 1 1 / 2 " O . D ST A I N L E S S S T E E L TU B E AE 5 8 2 E4 2' - 1 0 1 / 2 " 2' - 0 " 2' - 0 " VE I L C U R T A I N , N I C 1'-9 3/4" 135.0° 2'-0"2'-0"2'-0" 5' - 0 1 / 4 " 5 1/2" TYP 4' - 1 0 1 / 8 " 9' - 6 1 / 2 " MI N 3 2 " C L E A R LEVEL 1 100' - 0" AR T G L A S S 1 1 / 2 " S T A I N L E S S S T E E L P I P E PA I N T E D W O O D MI L L W O R K , P 9 OP E N T O B E Y O N D O P E N T O B E Y O N D O P E N T O B E Y O N D PA I N T E D W O O D MI L L W O R K , P 9 CO N T I N U A T I O N O F CE I L I N G C R O W N M O L D I N G CA R V E D W O O D B A N D AT F R O N T A N D S I D E S AE 5 4 1 A1 AE 5 4 1 C1 16'-5"3'-3 1/2"A2 AE541 4" ST A I N L E S S S T E E L R A I L 1'-11" LE V E L 1 10 0 ' - 0 " A2 AE 5 4 1 OP E N T O B E Y O N D AR T G L A S S PA I N T E D W O O D M I L L W O R K , P 1 2 PA I N T E D W O O D MI L L W O R K , P 1 1 CA R V E D W O O D B A N D 1'-1 3/4"2'-0 1/4" 6 3/8" 1'-0 1/8" 1/2" 8 1/4" 1/2"9 1/8" 6 1/2"6'-8 7/8" 6 1/2" 3" 4" 1'-11 5/8"3 7/8"7 5/8" A2 AE 5 7 4 SI M A4 AE 5 7 4 AE 5 8 0 D3 PA I N T E D W O O D M I L L W O R K , P 1 1 PA I N T E D W O O D M I L L W O R K , P 1 2 PA I N T E D W O O D M I L L W O R K , P 1 1 LE V E L 1 10 0 ' - 0 " A2 AE 5 4 1 1'-2"2'-6 5/8"1'-0 1/8" 9 1/4" 9" 5 7/8" 6'-10 1/4" 5 7/8" 7 1/8" 3 1/8" 1'-8 3/4" 3 3/8" 7 5/8" A3 AE 5 7 3 C3 AE 5 7 3 C4 AE 5 7 3 OP E N T O B E Y O N D AR T G L A S S ST A I N L E S S S T E E L T U B E V E I L FR A M E PA I N T E D W O O D M I L L W O R K , P 9 PA I N T E D W O O D MI L L W O R K , P 9 CA R V E D W O O D B A N D OP E N T O BE Y O N D PA I N T E D W O O D M I L L W O R K , P 1 0 PA I N T E D W O O D MI L L W O R K , P 9 WA L L C O V E R I N G , W 6 PA I N T E D W O O D MI L L W O R K , P 1 2 PA I N T E D W O O D MI L L W O R K , P 9 PA I N T E D W O O D MI L L W O R K , P 1 2 LE V E L 1 10 0 ' - 0 " 11 3/8"9'-2 5/8"4 1/2"9 1/2" CA R V E D W O O D C A P I T A L , SE E E 3 / A E 5 8 0 1 / 2 " WO O D C O L U M N M I L L W O R K ST O N E B A S E 1/ 2 " 1/ 8 " 3/ 8 " 5 3 / 8 " 3/ 8 " CO L U M N R A D I U S = 4 1 / 8 " ST A I N L E S S S T E E L TO P T R A C K B E Y O N D 1 1 / 2 " S T A I N L E S S S T E E L T U B E BE Y O N D 8 1 / 4 " 1 1/2" 3/4" 3 1/2" 1/4" 1/2" 1/4" 2 5/8" 1/2" 1'-8 1/8"3/4"5 5/8" WO O D C O L U M N MI L L W O R K WO O D M I L L W O R K 3/8" 1 / 4 " 1 / 4 " 1 / 4 " 5 3 / 8 " A5 AE 5 4 1 AR T G L A S S ST E E L T U B E B E A M WO O D / M D F M I L L W O R K ME T A L S T U D F R A M I N G GY P S U M B O A R D C E I L I N G ME T A L S T U D F R A M I N G GY P S U M B O A R D AE 5 7 0 C3 2'-6 3/8"1'-1 3/4"4" ST A I N L E S S S T E E L T U B E ST A I N L E S S S T E E L T O P T R A C K AE 5 7 0 C3 LI G H T F I X T U R E 10 A2 AE 5 4 1 ART GLASS STEEL TUBE BEAMWOOD/MDF MILLWORKMETAL STUD FRAMINGGYPSUM BOARD CEILING METAL STUD FRAMING GYPSUM BOARD 1'-2" 3 7/8" WOOD MILLWORK AE570C3 STAINLESS STEEL TUBESTAINLESS STEEL TOP TRACK AE 5 7 0 C3 A1 AE 3 0 1 A1 AE 3 0 1 A5 AE 5 4 1 A2 AE 5 4 1 SST CHANEL TRACK, SEE DETAIL RECESSED LINEAR LIGHT FIXTURE,SEE ELEC RECESSED DOWN LIGHT, SEE ELEC SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/19/2012 3:56:33 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt INTERIOR DETAILS - PASS THROUGH AE541Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012RKDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 2 " = 1 ' - 0 " B2 DE T A I L P L A N - P A S S T H R O U G H P A V I L L I O N SC A L E : 1/2" = 1'-0" D5 DE T A I L E L E V - P A S S T H R O U G H P A V I L L I O N F R O N T SC A L E : 1 / 2 " = 1 ' - 0 " D3 DE T A I L E L E V - P A S S T H R O U G H P A V I L L I O N R E A R SC A L E : 1 / 2 " = 1 ' - 0 " D1 DE T A I L E L E V - P A S S T H R O U G H P A V I L L I O N B O O T H SC A L E : 1 " = 1 ' - 0 " A1 MI L L W O R K D E T A I L SC A L E : 1 " = 1 ' - 0 " C1 MI L L W O R K D E T A I L SC A L E : 1 / 2 " = 1 ' - 0 " A2 PA S S T H R O U G H S E C T I O N 2 SC A L E : 1 / 2 " = 1 ' - 0 " A5 PA S S T H R O U G H S E C T I O N 1 SC A L E : 1 / 2 " = 1 ' - 0 " B5 PA S S T H R O U G H S C R E E N C E I L I N G P L A N 3SEPT 10, 2012ADDENDUM 3 5SEPT 20, 2012ADDENDUM 5 3 3 3 3 3 3 3 3 3 3 3 5 5 5 5 A4 AE 5 4 2 A5 AE 5 4 2 AE 5 4 2 A3 1'-3"2 1/4" 1' - 3 " 2 1 / 4 " 1' - 3 " 2 1 / 4 " 1' - 3 " 2 1 / 4 " 1' - 3 " 1/2" 1'-3"1 5/8"1'-3"1 3/4"1'-3"1 5/8"1'-3" 5'-5 1/2"1'-11" NA T U R A L F I N I S H M I L L W O R K , M 1 7' - 0 " LINE OF STEEL SUPPORT AT SILL AND JAMBS A2 AE 5 4 2 A1 AE 5 4 2 AE 5 4 2 B3 NA T U R A L F I N I S H MI L L W O R K , M 1 NA T U R A L F I N I S H MI L L W O R K , M 1 1' - 0 " 1" 1' - 0 " 1" 1' - 0 " 1" 1' - 0 " EQ 1'-0"1"1'-0"1"1'-0"EQ 3'-10 1/8"11" CA S T B R O N Z E ME D A L L I O N 4' - 3 5 / 8 " LI N E O F S T E E L SU P P O R T A T SI L L A N D J A M B S 5/8" 1 5/8" 1/2" 2 3/4" 7/8" 3 3/4" 7/8" 11" 2 7 / 8 " 1 1 / 4 " 2 7 / 8 " 7/8" 3 3/4" 7/8" 2 3/4" 1/2" 1 5/8"5/8" 11" 1/ 8 " 1/ 8 " 1/ 4 " 3/ 8 " 1/ 2 " 1/ 2 " 3 3 / 4 " 1/ 2 " 1/ 2 " 3/ 8 " 1/ 4 " 2X 4 H S S , S E E ST R U C T U R E WO O D M I L L W O R K , M 1 1 3/8"3"2"3 1/8"1 1/4"3 1/8"2"3"1 3/8" 5 5 / 8 " 1" 3" 1" 5 5 / 8 " 1" 3" 1" 1/ 2" 1/2" 3" 3" 3/8"3/8" 4X 4 H S S , S E E S T R U C T U R E 3" 1' - 0 " 1'-0" 5/ 8 " 1/2" 2 5/8" CA S T B R O N Z E G R I L L E CA S T B R O N Z E R O S E T T E 1 3/8"3"2"2 3/4"1 1/4"2 3/4"2"3"1 3/8" 5 5 / 8 " 1" 3"3"1/2" 4 5 / 8 " 1" 3" 1" 1/2"3" 4X 4 H S S P O S T , S E E S T R U C T U R E 1 1/4"10 7/8"7/8"3 5/8"7/8"2 3/4"1/2"1 5/8"5/8"1 3/4"1 1/4"1 3/4"3/8"3/8"1 1/4"10 7/8"7/8"3 5/8"7/8"2 3/4"1/2"1 5/8"5/8"1/8"1/8"1/8"1/8"1/4"3/8"1/2"1/2"2X6 HSS, SEE STRUCTUREWOOD MILLWORK, M1 1'-3" 3/ 4 " 1/2" 3/4" 3 1 / 4 " ST E E L T U B E SE C T I O N CATWALK LEVEL 2 120'-0"SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 4:35:36 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt INTERIOR DETAIL PLANS/SECTIONS AE542Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012BH / RKDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 1 / 2 " = 1 ' - 0 " C3 DE T A I L E L E V A T I O N - R E C O M M E N D G R I L L E SC A L E : 1 1 / 2 " = 1 ' - 0 " C1 DE T A I L E L E V A T I O N - B A P T I S T R Y E N T R Y G R I L L E SC A L E : 3 " = 1 ' - 0 " A2 De t a i l 2 4 0 SC A L E : 3 " = 1 ' - 0 " A1 De t a i l 2 4 1 SC A L E : 3 " = 1 ' - 0 " B3 De t a i l 2 4 2 SC A L E : 3 " = 1 ' - 0 " A4 De t a i l 2 4 3 SCALE: 3" = 1'-0"A5Detail 244 SC A L E : 3 " = 1 ' - 0 " A3 De t a i l 2 4 5 CA S T B R O N Z E G R I L L E CA S T B R O N Z E R O S E T T E AE 5 4 3 A4 UP H O L S T E R E D S E A T A N D B A C K , M 1 3 WO O D A R M C A P , M 2 WO O D S E A T B A C K , C U S T O M P R O F I L E , M 2 WO O D E N D P A N E L , M 2 NO T E : S E A T C O U N T V A R I E S B Y R O W . R E F E R T O EN L A R G E D F L O O R P L A N . AE543A5 WO O D E N D P A N E L , M 1 WO O D A R M C A P , M 1 WO O D S E A T B A C K , C U S T O M P R O F I L E , M 1 UP H O L S T E R E D S E A T A N D B A C K , M 1 2 NO T E : S E A T C O U N T V A R I E S B Y R O W . R E F E R T O EN L A R G E D F L O O R P L A N AE 5 4 3 B1 TY P CA R V E D W O O D PA N E L , M 2 . S E E DE T A I L E 1 / A E 5 8 1 ST O N E B A S E , B 2 E2 AE 5 4 3 WO O D S E A T B A C K , CU S T O M P R O F I L E , M2 . CARVED WOOD PANEL (AT AISLE SIDE ONLY), SEE DETAIL E3/AE581 STONE BASE, B1E1AE543WOOD SEAT BACK, CUSTOM PROFILE, M1AE543E4B3AE5436'-3 1/2"6'-3 1/2"1'-9 3/4"2'-8"1'-9 3/4" LE V E L 1 10 0 ' - 0 " B3 AE 5 4 3 PA I N T E D M I L L W O R K ST O N E B A S E 1' - 9 3 / 4 " 2' - 8 " 1' - 9 3 / 4 " 11 1/8"1'-0 3/8"2 7/8" 1 3/4" 3"3'-8 1/2"3" 1 3/4" 3 1/8"7 5/8" 11 1/8"3" 1 3/4" 3"4'-8 3/4"3" 1 3/4" 3 1/8" 7 5/8" 3" 1 3 / 4 " 3" 6 1 / 4 " 3" 1 3 / 4 " 3" 3" 1 3 / 4 " 3" 1' - 4 1 / 2 " 3" 1 3 / 4 " 3" 3" 1 3 / 4 " 3" 6 1 / 4 " 3" 1 3 / 4 " 3" PA I N T E D M I L L W O R K PA I N T E D M I L L W O R K OP E N OP E N DOOR = 5'-0" LE V E L 1 10 0 ' - 0 " 11 1/8"3"4 3/4"4'-8 3/4"4 1/2"3 1/8"7 7/8" AE 5 4 3 B5 AE 5 4 3 B4 3"1 3/4"3"1 1/8"1 3/4"3 1/8"3 5/8"3/8"1"4 3/4"3"11 1/8"1/2"1/2"4 1/8"1/4"5/8"2 5/8"1/4"1"1/2"1/4"5/8"1/8"1/4"1/4"1/4"7/8"3/8"1/2"WOOD MILLWORK MDF MILLWORK3/4"1"3/4"3/4"2 3/8"WOOD MILLWORK2x8 HEADERWOOD BLOCKING AS REQUIRED LE V E L 1 10 0 ' - 0 " 1 3/4"3"3 1/8" 1/8" 7/8" 1 3/8" 5 1/4" MD F M I L L W O R K WO O D M I L L W O R K ST O N E B A S E TH I N S E T A D H E S I V E BL O C K I N G 1/ 4 " 1/ 8 " 1/ 4 " 1/ 4 " 1/ 2 " 1 3 / 8 " 1/ 8 " 3/ 8 " 1/2" 5/8"1/4" 3/4" 1 7/8" 7/8" 1/8"1'-8 1/4"2 1/8" 1/ 8 " 1/ 8 " 1/ 2 " 1 3 / 8 " 1/ 8 " 1/ 8 " 1/ 8 " 3/ 8 " 1/ 8 " 3/8" 3/8" 1" 1/8"1/4" 2"1" 3/4" 1/8"1 1/8" 3/8" 1'-4 1/4"3/8"1 1/8" 1/ 8 " 1/ 8 " 1/ 8 " 1/ 2 " 1 3 / 8 " 1/4" 3/8" WO O D B A C K ( M A N U F A C T U R E R ' S ST A N D A R D O V E R A L L D I M E N S I O N S ) 1" TYP CU S T O M W O O D A R M R E S T , PR O F I L E T O M A T C H E N D P A N E L CU S T O M W O O D E N D P A N E L , VA R I E S B Y R O O M , S E E D E T A I L S O N A E 5 4 3 CU S T O M R A D I U S E D C O R N E R SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/17/2012 2:53:16 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt INTERIOR DETAIL PLANS/SECTIONS AE543Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012RKDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 " = 1 ' - 0 " A1 DE T A I L P L A N - I N S T R U C T I O N B O P E R A S E A T SC A L E : 1 " = 1 ' - 0 " A3 DE T A I L P L A N - I N S T R U C T I O N A O P E R A S E A T SC A L E : 1 " = 1 ' - 0 " A4 B R O O M S E A T E N D P A N E L SCALE: 1" = 1'-0"A5A ROOM SEAT END PANELSCALE: 1" = 1'-0"E5WARDROBE PLAN SC A L E : 1 " = 1 ' - 0 " E4 WA R D R O B E E L E V A T I O N SC A L E : 1 " = 1 ' - 0 " B3 WA R D R O B E S E C T I O N SCALE: 3" = 1'-0"B5DETAIL SC A L E : 3 " = 1 ' - 0 " B4 DE T A I L SC A L E : 3 " = 1 ' - 0 " E2 EN D P A N E L S E C T I O N - I N S T R U C T I O N B SC A L E : 3 " = 1 ' - 0 " E1 EN D P A N E L S E C T I O N - I N S T R U C T I O N A 4SEPT 17, 2012ADDENDUM 4 SC A L E : 1 " = 1 ' - 0 " B1 OP E R A S E A T B A C K , T Y P 4 4 4 4 AE 5 4 5 D2 AE545A2 PANEL JOINTSA4AE544 10' - 9 1/2" OPEN TO BELOW OP E N T O B E L O W CERAMIC TILE BED, F12 ST O N E C A P , M 1 6 STONE CAP, M14 ST O N E C A P , M 1 4 ST O N E J O I N T S GUARDRAIL AE 5 4 4 B4 C LCL SECTION B SECTION A CL C L SECTION CCLCLSECTION BSECTION ASKIMMER/RETURN FO N T D R A I N LEVEL 1 100' - 0"AE545A4 AE545C1 AE 5 4 5 C3 8"CL9"7 1/2"8"8"3' - 3 3/4"4' - 3 1/2"1' - 3 5/8"3' - 6 1/2"1' - 5"11 5/8" NO T E : D I M E N S I O N S A R E T O TH E F A C E O F C O N C R E T E 8" 4'-3 3/8"1/2" 9" 13 ' - 1 1 / 4 " 6' - 1 1 / 2 " 1 3 / 4 " 3 7 / 8 " 3 7 / 8 " 1 3 / 4 " 5' - 1 1 3 / 4 " 1 3 / 4 " 3 7 / 8 " 3 7 / 8 " 1 3 / 4 " 6' - 1 1 / 2 " 3' - 1 1 / 4 " 1 3 / 4 " 3 7 / 8 " 3 7 / 8 " 1 3 / 4 " 5' - 0 3 / 4 " 1 3 / 4 " 3 7 / 8 " 3 7 / 8 " 1 3 / 4 " 3' - 1 1 / 4 " 1 3 / 4 " 2' - 0 7 / 8 " 1 3 / 4 " 3 7 / 8 " 3 7 / 8 " 1 3 / 4 " 6' - 1 0 1 / 4 " 1 3 / 4 " 3 7 / 8 " 3 7 / 8 " 1 3 / 4 " 2' - 0 1 / 8 " 1 3 / 4 " 3 5/8" 1'-3"1/2"4 5/8" 3 1/8" 2'-5 3/8"4 7/8" 3 5/8" 1'-3"1/2"4 5/8" 3 1/8" 2'-5 3/8"4 7/8" GL A S S T Y P E G 6 , T Y P C A S T B R O N Z E ST O N E , M 1 4 BR O N Z E 1/ 4 " D E E P R O U T E D PA T T E R N ST O N E , M 1 4 1/ 4 " D E E P R O U T E D PA T T E R N ST O N E , M 1 4 1/ 4 " D E E P R O U T E D PA T T E R N LE V E L 1 10 0 ' - 0 " LE V E L 1 10 0 ' - 0 " LE V E L 1 10 0 ' - 0 " 3 5/8" 1'-3"1/2"4 5/8"3 1/8"2'-5 3/8"4 7/8" ET C H E D P A T T E N I N G L A S S GL A S S T Y P E G 6 , T Y P C A S T B R O N Z E ET C H E D P A T T E N I N G L A S S GL A S S TY P E G 6 , TY P CA S T B R O N Z E ET C H E D P A T T E N I N G L A S S CL CL CL CL CL CL SE C T I O N A SE C T I O N B SE C T I O N C C1 AE 5 4 5 AE 6 2 3 P ST O N E B A S E B 1 ST O N E B A S E B 1 ST O N E B A S E B 1 ST O N E B A S E B 1 ST O N E , M 1 4 5' - 0 " 7' - 5 " 7' - 5 " 5' - 0 " 11 3/8" 3/4"2" 3/4" 4 1/2" 3/4" 2"3/4" SA H A R A B E I G E M O S A I C 3/ 4 " T I L E S PE R L A T I N O M A R B L E M O S A I C 3/ 4 " T I L E S SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/17/2012 5:30:49 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt BAPTISTRY FONT DETAILS AE544Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012BH / RKDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 3 / 8 " = 1 ' - 0 " B4 FO N T E L E V A T I O N 1 SC A L E : 1 / 2 " = 1 ' - 0 " C4 DE T A I L P L A N - F O N T SC A L E : 3 / 8 " = 1 ' - 0 " A4 FO N T S E C T I O N SC A L E : 1 " = 1 ' - 0 " BA P T I S T R Y R A I L I N G SC A L E : 1 / 2 " = 1 ' - 0 " A1 FO N T M O S A I C 4SEPT 17, 2012ADDENDUM 4 4 4 4 4 4 4 LE V E L 1 10 0 ' - 0 " B. O . P L I N T H 97 ' - 0 " ST O N E C A P , M 1 6 CA R V E D S T O N E , M 1 6 ST O N E , M 1 4 D4 AE 5 4 5 ST A I R T R E A D S B E Y O N D C2 AE 5 4 5 ST O N E C A P , M 1 4 ST O N E F A S C I A , M 1 4 WA T E R J E T F I N I S H 7/8"3 1/8"1 3/4"11 1/2"1 1/2"2 1/2"3 1/8"1' - 1 3/8"2 1/2"11 1/4"2 1/4"1/4"6 7/8"5/8" 3 1 / 4 " 4 3 / 8 " 2' - 0 1 / 2 " 2'-9 5/8" WATERPROOFING MEMBRANETHINSET CT, M18 STONE FACING, M14STONE CAP, 14CL1/2"1/2"1/8" 4'-3" 3'-3 3/4"7/8"10 1/4" 1 1/2" 1 1 / 2 " 1 1/2"4 1/4" 1" 6" 1" 1/ 2 " 6" 1/ 2 " 0"1/ 8 " 1/ 8 " 3/ 8 " 3/ 8 " 1/ 4 " 1/ 8 " 3/ 4 " 5/ 8 " 1"5/ 8 " 1/ 2 " LE V E L 1 10 0 ' - 0 " 10 3/8"3' - 8 3/4"7 3/8"9"4' - 7"5' - 2 1/2"57" 12"5 3/8"2 1/4"1' - 11 3/4"2 1/8"3/8"1/2"1/8"3/8"1/4"1/4" 1/ 2 " 2" 9 1 / 8 " 9 1/8"2"1/2" 3/8" 5/8" 3" 1 1/2" 1 7/8" 1/2" 1 1 / 4 " STONE CAP, M16 1/2"2 3/4"1/4"7/8"1"1 3/4"3 1/8"1/4"7 5/8"1 1/8"1 3/4"1' - 0 1/2" 5 1 / 4 " CAST BRONZE OXEN SURROUND (12 COUNT)1 3/8"7/8"1/8"1/4"1/4"1/8"WALL BASE WA T E R P R O O F I N G M E M B R A N E WA T E R S T O P MO R T A R B E D , T H I N S E T ST O N E , S L O P E T O D R A I N . TH I N S E T S T O N E M O S A I C , M 1 7 TH I N S E T C T , M 1 8 ST O N E C A P , M 1 4 STONE FACING, M16 STONE FACING, M16 STONE TILE, F1 TH I N S E T C T , F 1 2 SL O P T O D R A I N 8" 2 7/8"1 1/2" 1/ 2 " SST DOWELL T. O . S T R U C T U R E 99 ' - 7 1 / 2 " T. O . C O N C R E T E 95 ' - 5 " LE V E L 1 10 0 ' - 0 " FL O O R F I N I S H A S SC H E D U L E D 1/2" CO N T I N U O U S SE A L A N T ST O N E FA C I A , M 1 4 ST E E L B E N T P L A T E ST O N E C L I P 5" CO N T I N U O U S W E L D CO N T I N U O U S W E L D CO U N T E R - S U N K ME C H A N I C A L F A S T E N E R GL A S S G U A R D R A I L PA N E L S , G L A S S T Y P E G 6 BO L T 1/ 2 " 1 1 / 4 " 3/ 4 " ST O N E B A S E , B 1 CA S T B R O N Z E S H O E 5 1/8"3 1/8"1 1/8"2'-3 1/4"1 1/8"1 1/2"3 1/4" CA S T B R O N Z E FR A M E 2" CA S T B R O N Z E FR A M E CO U N T E R - S U N K FA S T E N E R CO N T I N U O U S BR O N Z E G U A R D R A I L TO P P I N G S L A B ST R U C T U R A L C O N C R E T E SL A B 11 ' - 3 " F R O M CE N T E R O F CI R C U L A R O P E N I N G TO F . O . ST R U C T U R A L S L A B 1/ 4 " 5 1 / 2 " HO N E D F I N I S H , TH I S S I D E PO L I S H E D F I N I S H , T H I S SI D E LE V E L 1 10 0 ' - 0 " 6 3/4" 10 1 / 2 " 1" ST O N E B E Y O N D SL O P E T O D R A I N C2 AE 5 4 5 ST O N E N O S I N G , M 1 4 CT T H I N S E T , F 1 2 ST O N E , M 1 4 ST O N E M O S A I C , M 1 7 TH I N S E T C T , M 1 8 6" 11 1/2" LE V E L 1 10 0 ' - 0 " ST O N E C A P B E Y O N D WA T E R P R O O F I N G ME M B R A N E ST O N E C L I P 1/ 2 " ST O N E P A N E L J O I N T S SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/17/2012 3:42:43 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt BAPTISTRY FONT DETAILS AE545Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012BH / RKDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 1 / 2 " = 1 ' - 0 " D2 DE T A I L E L E V A T I O N - B A P T I S T R Y F O N T W I N G W A L L SC A L E : 1 1 / 2 " = 1 ' - 0 " D4 DE T A I L S E C T I O N - B A P T I S T R Y F O N T W I N G W A L L SC A L E : 1 1 / 2 " = 1 ' - 0 " A4 FO N T D E T A I L ( 1 ) SC A L E : 3 " = 1 ' - 0 " C1 FO N T O P E N I N G S L A B E D G E SC A L E : 1 1 / 2 " = 1 ' - 0 " C3 FO N T S T A I R SC A L E : 1 1 / 2 " = 1 ' - 0 " C2 ST A I R W A L L D E T A I L SC A L E : 1 1 / 2 " = 1 ' - 0 " A2 FO N T C A R V I N G M O T I F 3SEPT 10, 2012ADDENDUM 3 4SEPT 17, 2012ADDENDUM 4 3 3 4 4 4 4 4 A1 A3AE546E3 AE546E4AE546E1STONE TOP 10 5/8"6'-11 3/4"10 5/8"2 3/4"1'-3 1/2"1'-1"2"1'-10 7/8"4'-11 1/8"1'-10 7/8"1 1/2" HOLE WITH GROMMET AT COUNTER BELOW AE416C1AE546A2 AE546A3AE546A1STONE TOP2"1'-1"1'-3 1/2"2 3/4"6 1/8"3'-11 1/8"6 1/8"10 5/8"3'-2 1/4"10 5/8"1 1/2" HOLE WITH GROMMET AT COUTER BELOW 3'-6 3/8" 1 3 / 4 " 3 7 / 8 " 4 1 / 8 " 10 5 / 8 " 2 3 / 8 " 1 3 / 4 " 3 7 / 8 " 4 1 / 4 " 3' - 2 1 / 2 " 4 1/4"3 7/8"1 3/4"2 3/8"10 5/8"4 1/8"3 7/8"1 3/4"STONE TOP NATURAL FINISH MILLWORK, M1 STONE BASE AE 5 4 6 C3 C1 AE546 2 1 / 4 " 1' - 8 1 / 2 " 2 1 / 4 " 4' - 6 5 / 8 " 2 1/4"1'-10 7/8" C2 AE 5 4 6 UN D E R C O U N T E R BU I L T I N D R A W E R S 9"2'-1 3/4"7 5/8" 3'-6 3/8" 2'-7"2"7"2 3/8" 9"10 3/4" 1/4" 6 3/8" 1/4" 4 3/8" C1 AE 5 4 6 ST O N E T O P NA T U R A L F I N I S H MI L L W O R K , M 1 ST O N E B A S E 6" 3' - 0 5 / 8 " 1' - 3 " 3' - 0 5 / 8 " 6" 1 1 / 2 " 1/ 4 " 11 1 / 2 " 1/ 4 " 1 1 / 2 " LI G H T I N G C O N T R O L S W I T C H PR O V I D E 4 " X 4 " H O L E F O R SE S S I O N C L O C K , S E E A V 10 5 / 8 " 6' - 1 1 3 / 4 " 10 5 / 8 " LA P T O P , N I C RE C O M M E N D S C A N N E R , N I C PO W E R TE L E / D A T A O U T L E T B O X C2 AE 5 4 6 1 1 / 2 " H O L E W I T H GR O M M E T 2" 1 3 / 4 " 3 7 / 8 " 4 1 / 8 " 10 5 / 8 " 4 1 / 8 " 3 7 / 8 " 1 3 / 4 " 2 3/8"5 1/4"2'-1 3/4"9" 2" 2' - 7 3 / 8 " ST O N E T O P NA T U R A L F I N I S H MI L L W O R K , M 1 ST O N E B A S E 9"2'-1 3/4"7 5/8" 3'-6 3/8" 6" 1 1 / 8 " 1' - 3 " 2' - 2 5 / 8 " 6" 9"10 3/4" 1/4" 6 3/8" 1/4" 4 3/8"2"7"2 3/8" 1 1 / 2 " 1/ 4 " 11 1 / 2 " 1/ 4 " 1 1 / 2 " UN D E R C O U N T E R BU I L T I N D R A W E R S ST O N E T O P NA T U R A L F I N I S H MI L L W O R K , M 1 ST O N E B A S E LI G H T I N G C O N T R O L S W I T C H PR O V I D E 4 " X 4 " H O L E F O R SE S S I O N C L O C K , S E E A V LA P T O P , N I C SC A N N E R , N I C . PO W E R TE L E / D A T A O U T L E T B O X 1 1 / 2 " H O L E W I T H GR O M M E T C2 AE 5 4 6 C1 AE 5 4 6 SI M . ST O N E T O P NA T U R A L F I N I S H MI L L W O R K , M 1 ST O N E B A S E 2 3/8"5 1/4"3 1/8"1'-7 1/2"3 1/8"9" 2 1 / 4 " 2" 2' - 2 3 / 4 " 2 1 / 4 " 1 3 / 4 " 2" 3 7 / 8 " 4 1 / 8 " 10 5 / 8 " 4 1 / 8 " 3 7 / 8 " 1 3 / 4 " ST O N E T O P NA T U R A L F I N I S H MI L L W O R K , M 1 ST O N E B A S E 2 3/8"5 1/4" 3 1/8" 1'-7 1/2" 3 1/8" 9" 2 1 / 4 " 6 1 / 8 " 3' - 6 5 / 8 " 6 1 / 8 " 2 1 / 4 " C2 AE 5 4 6 1 3 / 4 " 4 1 / 4 " 1 3 / 4 " 8" 2' - 2 1 / 2 " 8"1 3 / 4 " 4 1 / 4 " 1 3 / 4 " AE 5 4 6 C3 ST O N E WO O D , M 1 WD V E N E E R F I N I S H E D SI D E P A N E L O N D R A W E R S , B Y N D SE S S I O N C L O C K ST O N E B A S E 1/4" 1 1/4" 3/4" 1/4"1/4"1/2" 3 1/8" 3/8"5/8"3/8" 3 1/8"1/4" 3/4" 1/4"1'-5"1/4" 3/4" 1/4"3 1/8" 1/8" 7/8" 1 1/4" 6 3/4" 1/ 2 " 7/ 8 " 1/ 2 " 1/ 8 " 1/ 4 " 10 3 / 4 " 1' - 6 1 / 4 " 3/ 8 " 3/ 8 " 7" 1' - 6 " 2 3 / 4 " 1/8" 3/4" 3/8" 1/4"1/4" 3 / 4 " 1/ 4 " 1/ 4 " 1/ 8 " 1 3 / 4 " ST O N E T O P 1" M D F UN D E R C O U N T E R P A N I C BU T T O M E A C H S I D E 3/ 4 " 1/ 4 " 1/ 4 " WD V E N E E R P A N E L , M 1 WD V E N E E R P N L , M 1 ST O N E ST O N E T O P DR A W E R S ST O N E B A S E 1' - 0 1 / 2 " 2 1 / 2 " 1' - 3 1 / 2 " 1/4" 4 1/8"1/4" 6 3/8" 1/4" 10 1/2" 1/4" 9" 3/8"1"1" 1/4"1/2" 3 1/8" 3/8" 5/8" 3/8" 3 1/8" 1/4" 3/4" 1/4" 1'-5" 1/4" 3/4" 1/4" 3 1/8"9" 1/ 8 " 1/ 8 " 1/4"1 1/2" HA R D W O O D D R A W E R FA C E , M 1 3/ 4 " W O O D V E N E E R PA N E L , M 1 WO O D V E N E E R P N L 1/4" 1 1/4" 1" 1/4"1/2" 3 1/8"3/8" 5/8" 3/8"1/2" 1/4" 3/4" 1 7/8" 1/8" 1'-6 1/4" 1/2"1/8" 1 7/8" 3/8" 1 1/4" 1/4" 1/4" 2 3/8" 1/8"1/4" 1 3 / 4 " 3/ 8 " 1/ 4 " 1/ 4 " 1/ 8 " 1/8" NA T U R A L F I N I S H MI L L W O R K , M 1 1/16" 3/4" 3 / 4 " 1/4" 1/4" 3/ 8 " 1/ 8 " 7/ 8 " 1/ 2 " 3/ 8 " SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 4:37:03 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt RECOMMEND DESK DETAILS AE546Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012RM / RKDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012SCALE: 1" = 1'-0"B5DETAIL PLAN - ENTRY 101 DESK SCALE: 1" = 1'-0"A5DETAIL PLAN - HALL 178 DESK SC A L E : 1 " = 1 ' - 0 " E4 DE T A I L E L E V A T I O N SC A L E : 1 " = 1 ' - 0 " E1 DE T A I L E L E V A T I O N SC A L E : 1 " = 1 ' - 0 " E3 DE T A I L E L E V A T I O N SC A L E : 1 " = 1 ' - 0 " A1 DE T A I L E L E V A T I O N SC A L E : 1 " = 1 ' - 0 " A2 DE T A I L E L E V A T I O N SC A L E : 1 " = 1 ' - 0 " A3 DE T A I L E L E V A T I O N SC A L E : 1 1 / 2 " = 1 ' - 0 " C1 DE T A I L S E C T I O N SC A L E : 1 1 / 2 " = 1 ' - 0 " C2 DE T A I L S E C T I O N SC A L E : 3 " = 1 ' - 0 " C3 DE T A I L AE547A3AE547AE547A2A1B5AE5471 1/4"1 1/4"2 5/8"1'-1 1/8"2 5/8"1 1/4"1 1/4"2 3/8"4 1/8"1'-9 1/4"1/2"2 3/8"3 7/8"3 1/8"3 7/8"1 1/4"1'-5 1/4"3 7/8"3 1/8"3 7/8"2 3/8"2 3/8"1 5/8"6 5/8"4"8"11 3/4"1 1/2"9 3/8"1 1/4"1 1/4"8 1/8"1 1/4"1 1/4"CLNATURAL FINISH WOOD LECTURN NATURAL FINISH WOOD TOP, M1DOOR NATURAL FINISH MOLDING SIM.TO TRIM 23/8"3/4"1/2"3/8"3/4"1/2" LE V E L 1 10 0 ' - 0 " B5 AE 5 4 7 NA T U R A L F I N I S H WO O D L E C T U R N , M 1 WO O D T O P WO O D B A S E WO O D D O O R 9 3 / 8 " 3/ 8 " 3/ 4 " 3/ 8 " 1' - 1 1 3 / 8 " 3/ 8 " 3/ 4 " 3/ 8 " 9 3 / 8 " 4"1 1/4" 2 7/8" 1'-5 1/2"3 3/8"6 5/8"2 3/8"7 7/8" 1 3 / 8 " 3 7 / 8 " 3 1 / 8 " 3 7 / 8 " 1 1 / 4 " 8" 8" 1 1 / 4 " 3 7 / 8 " 3 1 / 8 " 3 7 / 8 " 1 3 / 8 " WO O D P I L A S T E R , T Y P LEVEL 1 100' - 0" B5 AE 5 4 7 1/4" 1 1/4" 1" 1/4" 1/2" 4 7/8" 3/8" 1/4" 3/8"1/2" 1/4"3/4" 1 7/8"1/8"1'-5 1/2"1/2" 1/8" 1 7/8" 3/8" 1 1/4" 1/8" 3 7/8" 7" 2' - 5 1 / 8 " 7" 7 7/8"9"3 3/8"1'-5 1/2"4 1/8"4" 9 3 / 8 " 2' - 2 1 / 2 " 9 3 / 8 " NA T U R A L F I N I S H WO O D L E C T U R N , M 1 WO O D T O P WO O D B A S E MO L D I N G D E S I G N SI M . T O T R I M 2 LE V E L 1 10 0 ' - 0 " NA T U R A L F I N I S H WO O D L E C T U R N , M 1 WO O D T O P WO O D B A S E MO L D I N G D E S I G N SI M . T O T R I M 2 2 1/4"5 5/8"2'-10"4" 1/ 2 " 5/ 8 " 1' - 8 5 / 8 " 3 3 / 8 " 3/ 4 " 2 3 / 8 " 1 1/2"6 3/8"3'-2" 1'-5 1/2"4 1/8"4" 1 1 / 4 " 1 1 / 4 " 1/ 4 " 6 1 / 8 " 10 7 / 8 " 6 1 / 8 " 1/ 4 " 1 1 / 4 " LEVEL 1 100' - 0"3'-2"5/8"1'-7 7/8"1 3/8"1 1/8"1'-7 3/4"1 "1 "3 /4 "4 3/8"6 3/8"1 3/8"1"1/4"1/2"4 7/8"3/8"1/4"3/8"3 3/8"1/4"3/4"1/4"1'-3"1/4"3/4"1/4"4 1/8"4"1/4"1/4"3/8"1/2"7/8"1/2"3/4"3/8"3 7/8"1/8"1 1/4"3/8"1 7/8"1/8"1/2"1'-5 1/2"1/8"1 7/8"3/4"1/4"1/2"2'-0 3/4"1/8"2 3/8"1/4"1/4"1 3/4"WOOD DOOR, M1WOOD MOLDING, M1WOOD TOP, M1 WOOD BASE, M1 DOOR STOP1/2"NATURAL FINISH WOOD MOLDING, M1 DECORATIVE CARVING SIM.TO TRIM-2E5AE5471'-0"4 3/4"OPENING CENTERED IN SHELF 2 3/4"7 3/4"MILLWORK DOOR ON CONCEALED HINGE LE V E L 1 10 0 ' - 0 " 1'-9 3/4"5 3/4" 2"2'-4"2" 4 3 / 4 " MI L L W O R K D O O R O N CO N C E A L E D H I N G E TR A S H R E C E P T E C A L SH E L F W I T H F I N I S H E D O P E N I N G 1"5"CL3 1/2"3 1/2"OPENING IN MILLWORK DOOR TRASH RECEPTECALPAPER DISPENSER BO O K H O L D E R UP H O L S T E R E D PA D S E A T WO O D P E W , M 1 AE 5 4 7 B1 ST O N E B A S E NA T U R A L F I N I S H M I L L W O R K , M 1 CA R V E D W O O D P A N E L SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 4:37:15 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt INTERIOR DETAILS AE547Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SCALE: 1 1/2" = 1'-0"A5CHAPEL PULPIT PLAN SC A L E : 1 1 / 2 " = 1 ' - 0 " A2 CH A P E L P U L P I T B A C K E L E V A T I O N SC A L E : 1 1 / 2 " = 1 ' - 0 " A3 CH A P E L P U L P I T F R O N T E L E V A T I O N SC A L E : 1 1 / 2 " = 1 ' - 0 " A1 CH A P E L P U L P I T S I D E E L E V A T I O N SCALE: 1 1/2" = 1'-0"B5CHAPEL PULPIT SECTIONSCALE: 1 1/2" = 1'-0"D5CABINET PLAN SC A L E : 1 1 / 2 " = 1 ' - 0 " E4 CA B I N E T S E C T I O N SCALE: 1 1/2" = 1'-0"E5CABINET ELEVATION SC A L E : 1 " = 1 ' - 0 " B2 DE T A I L P L A N - C H A P E L P E W SC A L E : 3 " = 1 ' - 0 " B1 CH A P E L P E W E N D G MECH 116' - 0"MECH STEP 114' - 6"5/8" TYPE 'X' GYP. BD.CONT. BEAD OF FIRE SEALANT6" METAL STUDS @ 16" O.C.COMPOSITE FLOOR SYSTEM -SEE STRUCTURAL BEAM - SEE STRUCTURALMECH116' - 0" ME C H S T E P 114' - 6" 7 5/ 8 " T Y P E ' X ' G Y P . B D . 6" M E T A L S T U D S @ 1 6 " O . C . 6" C H A N N E L S T U D A N C H O R E D TO F L O O R S L A B CO M P O S I T E F L O O R S Y S T E M - SE E S T R U C T U R A L . FL O O R B E A M - S E E ST R U C T U R A L 2 1 / 2 " C H A N N E L S T U D A N C H O R E D TO F L O O R S L A B 2 1 / 2 " C H A N N E L S T U D A N C H R E D T O FL O O R D E C K A B O V E 6" C H A N N E L S T U D A N C H O R E D T O ST R U C T U R A L B E A M 5/ 8 " G Y P . B D . 6" M E T A L S T U D S @ 1 6 " O . C . K ME C H 11 6 ' - 0 " ME C H S T E P 11 4 ' - 6 " 10 " M E T A L S T U D S @ 2 4 " o . c . LI G H T G A . F R A M I N G C L I P BE A M - S E E S T R U C T U R A L CO M P O S I T E D E C K - S E E ST R U C T U R A L 1 H R . S H A F T W A L L S Y S T E M CU S T O M C R O W N M O L D I N G LI N E O F C E I L I N G S Y S T E M 1 H R . S H A F T W A L L S Y S T E M CO N T . M I N E R A L F I B E R IN S U L A T I O N LI G H T - G A . F R A M I N G 5/ 8 " T Y P E " X " G Y P . B D . TA P E A L L J O I N T S SC R I B E G Y P . B D . T O DE C K P R O V I D E CO N T . F I R E C A U L K ME C H 11 6 ' - 0 " ME C H S T E P 11 4 ' - 6 " 7 1 H R . S H A F T W A L L S Y S T E M CO M P O S I T E F L O O R S Y S T E M - SE E S T R U C T U R A L BE A M - S E E S T R U C T U R A L CO N T . B E A D O F F I R E SE A L A N T CO M P O S I T E F L O O R S Y S T E M - SE E S T R U C T U R A L 2 1 / 2 " C H A N N E L S T U D 2 1 / 2 " C H A N N E L S T U D AN C H O R E D T O B E A M . 1 H R . S H A F T W A L L S Y S T E M 2 1 / 2 " M T L . S T U D S @ 1 6 " O . C . BR A C E T O S T R U C T U R E . 5/ 8 " G Y P . B D . T A P E A L L J O I N T S SC R I B E G Y P . B D . T O D E C K , PR O V I D E C O N T . F I R E C A U L K SC R I B E G Y P . B D . T O D E C K , PR O V I D E C O N T . F I R E C A U L K LE V E L 1 10 0 ' - 0 " 7 CO N T . B E A D O F F I R E SE A L A N T SU S P E N D E D F L O O R S Y S T E M - SE E S T R U C T U R A L 2 1 / 2 " C H A N N E L S T U D 1 H R . S H A F T W A L L S Y S T E M 5/ 8 " T Y P E ' X ' G Y P . B D . 2 1 / 2 " C H A N N E L S T U D 1 H R . S H A F T W A L L S Y S T E M 5/ 8 " T Y P E ' X ' G Y P . B D . 5/ 8 " G Y P . B D . LE V E L 1 10 0 ' - 0 " K 10 " M E T A L S T U D S @ 2 4 " o . c . 1 H R . S H A F T W A L L S Y S T E M CO N T . B E A D O F F I R E SE A L A N T SU S P E N D E D F L O O R S Y S T E M - SE E S T R U C T U R A L 2 1 / 2 " C H A N N E L S T U D 1 H R . S H A F T W A L L S Y S T E M 5/ 8 " T Y P E ' X ' G Y P . B D . 5/ 8 " T Y P E ' X ' G Y P . B D . 9 9" PT N A S S C H E D U L E D ( B E T W E E N LO B B Y 1 5 0 A N D H A L L 1 5 1 ) 3' - 2 7 / 8 " 6" S T U D B U L K H E A D - S T U D I S I N LI N E W I T H A D J A C E N T P T N C 7 (A T D O O R S O U T O F L O B B Y 1 5 0 ) ST U D H E A D E R A C R O S S A L L TH R E E W I N D O W S 3 5 / 8 " S T U D I N F I L L B E H I N D PI L A S T E R S , T E R M I N A T E A T HE A D E R A B O V E W / D E F L E C T I O N SL I P T R A C K . BR A C E B A C K A T T O P O F I N F I L L , AN D A T 8 ' - 0 " O . C . T Y P BR A C E B A C K T O T O SC H E D U L E D P T N CO N C R E T E R O O F & S T E E L FR A M I N G , S E E S T R U C T U R E LO B B Y 15 0 HA L L 15 1 CO M P L E T E G Y P B D S H E A T H I N G FO R C O N T I N U A L A C O U S T I C A L BO U N D A R Y LI N E O F F I N I S H E D MI L L W O R K , SE E D E T A I L S ME C H 11 6 ' - 0 " CO N C R E T E S L A B O N M T L . D E C K - S E E S T R U C T R A L SC R I B E G Y P . B D . T O D E C K , PR O V I D E C O N T . F I R E C A U L K @ GY P . E G D E 2- 1 / 2 " - 2 0 g a M T L . S T U D S @ 1 6 " O. C . 5/ 8 " T Y P E " X " G Y P . B D . FL O O R F R A M I N G S E E ST R U C T R U A L GY P . B D . W A L L A S S E M B L Y HE A D T R A C K GY P . B D . W A L L A S S E M B L Y SI L L T R A C K AT O U T E R M O S T E D G E O F S I D E WI N D O W S , F A C E O F P A N E L ST E P S B A C K F R O M P I L A S T E R A N AD D I T I O N A L 3 / 4 " A N D R U N S T O ST I L E O F A D J W A L L P A N E L AL U M W D W F R A M E , R E F E R TO W I N D O W S C H E D U L E MD F S U B S T R A T E WO O D M I L L W O R K WO O D B L O C K I N G WO O D M I L L W O R K 1/ 2 " 4 7 / 8 " 3/ 8 " 1 1 / 4 " 5 3 / 8 " 9 3 / 4 " 5 1 / 2 " 1 1 / 4 " 3/ 8 " 4 7 / 8 " 1/ 2 " F. O . S C H E D U L E D P T N 1/ 2 " R . O . 1/ 2 " R . O . 1/2" 1 1/4"1 1/4" 3/8"1 7/16" WO O D M I L L W O R K SE E L O B B Y 1 5 0 W D W S U R R O U N D DE T A I L S F O R MI L L W O R K P R O F I L E S A N D CO M P O N E N T S 1" GAP MI L L W O R K I N S T A L L E R CO O R D W I T H 6" S T U D J A M B AC S F I L L E N T I R E C A V I T Y P E R PA R T I T I O N T Y P E SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/17/2012 3:45:09 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt PARTITION AND SLAB EDGE DETAILS AE550Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012SCALE: 1 1/2" = 1'-0"B5BOILER ROOM SLAB EDGE SC A L E : 1 1 / 2 " = 1 ' - 0 " B4 BO I L E R R O O M A T F L O O R S T E P SC A L E : 1 1 / 2 " = 1 ' - 0 " B3 SH A F T W A L L A T S P E A K E R B O X SC A L E : 1 1 / 2 " = 1 ' - 0 " B2 SH A F T W A L L A T F L O O R S T E P SC A L E : 1 1 / 2 " = 1 ' - 0 " A2 SH A F T W A L L A T S U S P E N D E D S L A B SC A L E : 1 1 / 2 " = 1 ' - 0 " A3 SH A F T W A L L A T S U S P E N D E D S L A B SC A L E : 1 1 / 2 " = 1 ' - 0 " D1 EA S T E D G E O F L O B B Y 1 5 0 V A U L T 4SEPT 17, 2012ADDENDUM 4 SC A L E : 1 1 / 2 " = 1 ' - 0 " A4 SL A B E D G E @ S T A I R SC A L E : 3 " = 1 ' - 0 " D3 PA R T I T I O N A N D M I L L W O R K A T I N T E R I O R W D W H 4 4 1 1/4"1/4" 1 1/2" MO D U L E T O C O M P L E T E BE F O R E B O R D E R B E G I N S WH E R E W A L L B A C K - U P F R A M I N G I S RE Q U I R E D I N C L U D E 3 1 / 4 " M A R G I N T O CO N C E A L F R A M I N G EQ U A L N U M B E R O F M O D U L E S 3 1 / 4 " EQ U A L N U M B E R O F M O D U L E S 1 7 / 8 " 1 7/8" RE T U R N A I R C A V I T Y A N D D U C T B E H I N D DE C O R A T I V E G R I L L E T O B E P A I N T E D F L A T B L A C K COUNTER-SUNK MECHANICAL FASTENERS,FINISH TO MATCH GRILLE FINISH CO U N T E R - S U N K M E C H A N I C A L F A S T E N E R S , FI N I S H T O M A T C H G R I L L E F I N I S H IN T E R M E D I A T E B A C K - U P W A L L F R A M I N G A S RE Q U I R E D , P A I N T F L A T B L A C K RO U G H O P E N I N G RO U G H O P E N I N G AL I G N F A S T E N E R W I T H CE N T E R L I N E O F M O D U L E FACE OF FINISHED WALL WH E R E W A L L B A C K - U P F R A M I N G I S RE Q U I R E D I N C L U D E 3 1 / 4 " M A R G I N T O CO N C E A L F R A M I N G EQ EQ 1"1"EQEQ CO N T I N U O U S S P A C E R PR O V I D E P A I N T E D B L A N K - O F F P A N E L S W I T H A C S BA T T I N S U L A T I O N B E H I N D U N U S E D P O R T I O N S O F GR I L L E , T Y P 1 1/2" PL A N E O F ST R U C T U R E A B O V E AC S P T N A S SC H E D U L E D NO N H A R D E N I N G AC O U S T I C A L S E A L A N T . NO N H A R D E N I N G AC O U S T I C A L S E A L A N T . ST U D S I L L T R A C K DE F L E C T I O N S L I P TR A C K WH E R E P A R T I T I O N R U N S PE R P E N D I C U L A R T O D E C K F L U T I N G , SC R I B E G Y P B D T O D E C K P R O F I L E LE A V I N G A 1 / 2 " G A P F I L L G A P W I T H C O N T I N U O U S B E A D OF N O N - H A R D E N I N G A C O U S T I C A L SE A L A N T LI N E O F D E F L E C T I O N T R A C K BE H I N D G Y P B D AT ALL DUCT/PIPE PENETRATIONS:LEAVE A 1/2" GAP AND FILL WITH CONTINUOUS BEAD OF NON-HARDENING ACOUSTICAL SEALANT 8" M I N S T U D H E A D E R F O R W A L L S WH O S E L E N G T H I N P L A N D O E S NO T E X C E E D 1 2 ' W I T H O U T FR A M I N G I N T O A P E R P E N D I C U L A R PA R T I T I O N PT N A S S C H E D U L E D 2' - 0" MIN ABV ADJACENT CEILING ST U D B R A C I N G U P T O S T R U C T U R E FO R W A L L S W H O S E L E N G T H I N PL A N E X C E E D S 1 2 ' B E F O R E FR A M I N G I N T O A P E R P E N D I C U L A R PA R T I T I O N PT N A S S C H E D U L E D 2' - 0" MIN ABV ADJACENT CEILING CE I L I N G A S S E M B L Y CE I L I N G A S S E M B L Y PA I R E D S T U D J A M B 2" DU C T O U T S I D E D I M E N S I O N - CO O R D I N A T E S I Z E W / M E C H ST U D B O X H E A D E R MI N DU C T F L A N G E LI N E O F F I N I S H E D G Y P , S E E A C S DE T A I L S A 3 / A E 5 5 1 1/ 2 " SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 4:37:33 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt PARTITION DETAILS AE551Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012RK / BHCN / KT / DF2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 6 " = 1 ' - 0 " D4 DE C O R A T I V E R E T U R N A I R G R I L L E P A T T E R N SC A L E : NT S A3 AC S P A R T I T I O N T Y P D E T A I L S SC A L E : NT S A1 SH O R T W A L L B R A C I N G D E T A I L S SC A L E : NT S B1 DU C T P E N E T R A T I O N F R A M I N G ACCESS DOOR WITH CONTINUSOUS PIANO HINGE AND LATCHING HARDWARE PAINTED SPEAKER GRILLE CLOTHIR EMITTER VENT ABOVE PAINTED SPEAKER GRILLE CLOTH FRONT SPEAKER ACCESS DOOR WITH CONTINUSOUS PIANO HINGE AND LATCHING HARDWARE 2' - 7" 3' - 3"5"3' - 5" 2' - 11"2' - 11" PT D M I L L W O R K PA N E L S U B S T R A T E PA I N T E D C A S T AL U M I N U M GR I L L E AL U M I N U M T U B E FR A M E B E H I N D 1' - 4 1 / 4 " 1/ 2 " 1' - 4 1 / 2 " 1/ 2 " 1' - 4 1 / 2 " 1/ 2 " 1' - 4 1 / 4 " CU T O U T S F O R PR O J E C T O R LE N S , C O O R D SI Z E W I T H A V 5' - 8 " 1'-0" PA I N T E D S P E A K E R CL O T H B E T W E E N GR I L L E A N D F R A M E PA I N T E D C A S T AL U M I N U M SP E A K E R G R I L L E AL U M I N U M T U B E SP E A K E R G R I L L E FR A M E B E H I N D 1/ 2 " 2" 1/ 2 " 11 " 1/ 2 " 11 " 1/ 2 " 2" 1/ 2 " 2' - 4 1 / 2 " 1'-0" PA I N T E D S P E A K E R CL O T H B E T W E E N GR I L L E A N D F R A M E PA I N T E D C A S T AL U M I N U M SP E A K E R G R I L L E AL U M I N U M T U B E SP E A K E R G R I L L E FR A M E B E H I N D 1/ 2 " 11 " 1/ 2 " 11 " 1/ 2 " 11 " 1/ 2 " 11 " 1/ 2 " 11 " 1/ 2 " 11 " 1/ 2 " 5' - 9 1 / 2 " 1'-0" PA I N T E D S P E A K E R CL O T H B E T W E E N GR I L L E A N D F R A M E PA I N T E D C A S T AL U M I N U M SP E A K E R G R I L L E AL U M I N U M T U B E SP E A K E R G R I L L E FR A M E B E H I N D 1/ 2 " 11 " 1/ 2 " 11 " 1/ 2 " 11 " 1/ 2 " 2' - 1 1 " 1'-0" SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 4:37:40 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt A/V DETAILS AE552Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012BH / CNCN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 1 / 2 " = 1 ' - 0 " C3 B R O O M S P E A K E R P L A N SC A L E : 1 1 / 2 " = 1 ' - 0 " E1 PR O J E C T O R E L E V A T I O N SC A L E : 1 1 / 2 " = 1 ' - 0 " D1 FR O N T S P E A K E R E L E V A T I O N SC A L E : 1 1 / 2 " = 1 ' - 0 " C1 FR O N T S P E A K E R C E N T E R E L E V A T I O N SC A L E : 1 1 / 2 " = 1 ' - 0 " B1 SI D E S P E A K E R E L E V A T I O N 1' - 3 7 / 8 " 1'-0" 1'-5" 3" A C O U S T I C A L IN S U L A T I O N 3/ 4 " P L Y W O O D 1" B L A C K D U C T L I N E R J- B O X SI D E S P E A K E R ME T A L S U P P O R T BR A C K E T A S R E Q U I R E D HI N G E D S P E A K E R GR I L L E A S S E M B L Y W I T H CL O S E S T O P P E R 3" A C O U S T I C A L IN S U L A T I O N 3/ 4 " P L Y W O O D 1" B L A C K D U C T L I N E R J- B O X FR O N T S P E A K E R 1'-0" 1' - 9 7 / 8 " 2'-2 1/2" ME T A L S U P P O R T BR A C K E T A S R E Q U I R E D HI N G E D S P E A K E R GR I L L E A S S E M B L Y W I T H CL O S E S T O P P E R SECURE GRILLE ASSEMBLY AS REQUIRED 3" A C O U S T I C A L IN S U L A T I O N 3/ 4 " P L Y W O O D 1" B L A C K D U C T L I N E R J- B O X FR O N T S P E A K E R 2'-5"2'-0"1' - 8"BLACK METAL FRAME - RADIUS TO MATCH RADIUS OF CEILING COFFERS PAINTED SPEAKER GRILLE WRAPPED AND ADHERED TO METAL FRAME APPLY ACCOUTICAL SEALANT AT IRREGULAR INTERSECTIONS OF ENCLOSUREBLACK DERFORATED METAL PANEL WELDED AND GROUND SMOOTH TO METAL FRAME BL A C K S P E A K E R MO U N T I N G B R A C K E T C3 AE552 FR O N T S P E A K E R D1 AE 5 5 2 Si m 2' - 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ADJ SURFACE MTD GRILLE2'-11 1/2" 6 3/4" DR A P E R Y B A N N E R 3/ 4 " P L Y W O O D WO O D B L O C K I N G DR A P E R Y S U P P O R T L I N E S WI R E L I F T L I N E CA T W A L K NE O P R E N E I S O L A T O R CO N T I N U O S L I F T ME C H A N I S M S U P P O R T LI F T M E C H A N I S M 3/ 4 " P L Y W O O D D E C K I N G GU A R D R A I L FA B R I C V A L A N C E 1' - 5 1 / 4 " K AT T A C H P U L L Y S Y S T E M T O R O O F ST R U C T U R E A B O V E TE L E V I S I O N L I F T ME C H A N I S M 3/ 4 " P L Y W O O D D E C K I N G ST E E L C H A N N E L C R O S S B E A M , SE E S T R U C T U R E NE O P R E N E I S O L A T O R CA T W A L K , S E E ST R U C T U R E GU A R D R A I L W I T H RE M O V A B L E C H A I N 1' - 0 " IN T E G R A L P O W E R A N D A/ V C A B L I N G FI N I S H E D M I L L W O R K P A N E L FE L T - L I N E D E D G E 46 " P L A S M A T E L E V I S I O N TE L E V I S I O N M O U N T I N G SY S T E M WI R E L I F T L I N E CL G O F H A L L 1 5 8 ADJUSTABLE HEIGHT STANDHINGED SPEAKER GRILLE ASSEMBLY WITH CLOSE STOPPER 1'-7" 2'-5" 3/ 4 " P L Y W O O D SU P P L Y A I R 5/ 8 " G Y P AC S B A T T F I L L 2'-6 1/4"GW-5450 EpsonMain Proj.GW-5450 Epson Backup Proj E1 AE552Sim5'-9 1/2"2'-6 1/4" DE C O R A T I V E C A S T A L U M GR I L L E M O U N T E D T O PA I N T E D M I L L W O R K A N D AL U M B A C K U P F R A M E AL I G N W I T H F . O . A D J S U R F A C E M T D G R I L L E CONTINUOUS Z SHAPED ALUM STOP AT BOTH JAMBS,PROVIDE SILENCER PADS ON LEVELING SCREWS FOR IN-FIELD ADJUSTMENT SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/17/2012 2:01:22 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt A/V DETAILS AE553Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 1 / 2 " = 1 ' - 0 " A2 SI D E S P E A K E R S E C T I O N D E T A I L SC A L E : 1 1 / 2 " = 1 ' - 0 " A3 FR O N T S P E A K E R S E C T I O N D E T A I L SC A L E : 1 1 / 2 " = 1 ' - 0 " A4 FR O N T S P E A K E R S E C T I O N D E T A I L 2 SC A L E : 1 1 / 2 " = 1 ' - 0 " B1 FR O N T S P E A K E R P L A N D E T A I L SC A L E : 1 1 / 2 " = 1 ' - 0 " B2 FR O N T S P E A K E R C E N T E R P L A N D E T A I L SC A L E : 1 1 / 2 " = 1 ' - 0 " B4 SI D E S P E A K E R P L A N D E T A I L SC A L E : 1 1 / 2 " = 1 ' - 0 " C1 DR A P P E R Y B A N N E R SC A L E : 1 1 / 2 " = 1 ' - 0 " C2 B R O O M T E L E V I S I O N SC A L E : 1 1 / 2 " = 1 ' - 0 " C4 PR O J E C T O R SC A L E : 1 1 / 2 " = 1 ' - 0 " D4 PR O J E C T O R - P L A N 4SEPT 17, 2012ADDENDUM 44 E4 AE564E1AE564 4'-4 7/8"8"2"8"4'-3 7/8"8"2"8"4'-4 7/8" 4'-5"8"1'-11 1/4"8"2"8"8'-8 1/2" . 8" 2" 8" 1' - 1 1 1 / 4 " 8" 4' - 5 " 25'-9"1'-4 1/2"3'-11 3/8"10 3/8"4'-6 1/8" 10 3 / 8 " 3' - 1 1 3 / 8 " 1'-4 1/2"4'-6 1/2" 1' - 1 0 " 4' - 2 1 / 4 " 4'-2 1/4"1'-10"1'-3 1/4"1'-3 1/4"A4 AE560CL CL B1 AE 5 6 4 RE C E S S E D D O W N L I G H T SP R I N K L E R H E A D DECORATIVE LIGHT FIXTURE E4 AE566 E2 AE 5 6 6 5'-10"4 3/4"1 1/2" 4 3/4"9'-4 7/8"4 3/4" 1 1/2"4 3/4"5'-10" 22'-10 3/4" 8 1/2"1'-3 7/8" 1'-1"2'-7 1/4"6 1/2"5'-1 3/4"6 1/2"2'-7 1/4"1'-1"1'-3 3/4"1'-6"3'-8"3'-8"1'-6"1'-3 3/4" 1' - 3 1 / 8 " 2'-0 1/4"2'-0 1/4"1'-3 1/8"RECESSED DOWN LIGHTSPRINKLER HEAD FACTORY FORMED CORNER GLASS BREAK SENSORDECORATIVE LIGHT FIXTURE3'-8 3/8"4 3/4"1 1/2"4 3/4"7'-4 5/8" 4 3 / 4 " 1 1 / 2 " 4 3 / 4 " 3' - 8 3 / 8 " 16'-7 1/4"TO F.O. WALL STUD5'-4 5/8"TO F.O. WALL STUD 5'-4"NOTE: SEE B2/AE426 FOR EXTENT OF DECORATIVE PAINT EL : 1 2 2 ' - 5 " D4 AE 5 6 6 D2 AE 5 6 6 5' - 9 3 / 8 " 4 3 / 4 " 1 1 / 2 " 4 3 / 4 " 8' - 6 7 / 8 " 4 3 / 4 " 1 1 / 2 " 4 3 / 4 " 5' - 9 3 / 8 " 21 ' - 1 1 1 / 2 " 3'-8 3/8" 4 3/4" 1 1/2" 4 3/4" 4'-10 3/4" 4 3/4" 1 1/2" 4 3/4" 3'-8 3/8" 14'-1 1/2" 3' - 3 " 8" 4' - 9 7 / 8 " 8" 3' - 3 " 1' - 3 7 / 8 " 8 1 / 2 " 1'-3 7/8"4'-9 7/8" 1' - 4 1 / 2 " 4' - 0 3 / 4 " 4' - 0 3 / 4 " 1' - 4 1 / 2 " 1'-5"1'-5" A4 AE 5 6 0 CL CL RE C E S S E D D O W N L I G H T SP R I N K L E R H E A D DE C O R A T I V E L I G H T F I X T U R E GL A S S B R E A K S E N S O R COVE LIGHTINGGFRGSLOT DIFFUSER,SEE MECH. FOR SIZING MILLWORKSHEET METAL BOX WITH 1" ACCOUSTICAL LINING E1 AE 5 6 3 E3 AE 5 6 3 EQ4'-10 5/8"9"4'-2 3/4"9"5'-0 7/8"9"4'-2 3/4"9"4'-9 1/8"EQ 27'-6 3/4" EQ 3' - 3 5 / 8 " 9" 3' - 8 " 9" 3' - 3 5 / 8 " EQ 13 ' - 2 3 / 4 " 4 3/4" 4 1/4" 1' - 0 1 / 2 " 2' - 3 " 2' - 3 " 1' - 0 1 / 2 " 1'-6 1/4" 1'-0 1/2" 4'-11"2'-11"2'-11"4'-11" 1'-0 1/2" 1'-6 1/4" CL CL FA C T O R Y F O R M E D C O R N E R RE C E S S E D D O W N L I G H T SL O T D I F F U S E R SP R I N K L E R H E A D SP R I N K L E R H E A D SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/10/2012 12:45:01 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt CEILING DETAILS AE560Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 3 / 8 " = 1 ' - 0 " D4 LO B B Y V A U L T P L A N R E F L E C T E D C E I L I N G P L A N SC A L E : 3 / 8 " = 1 ' - 0 " B4 IN S T R U C T I O N 1 V A U L T R E F L E C T E D C E I L I N G P L A N SC A L E : 3 / 8 " = 1 ' - 0 " D2 IN S T R U C T I O N 2 V A U L T R E F L E C T E D C E I L I N G P L A N SC A L E : 3 " = 1 ' - 0 " A4 CE I L I N G D E T A I L - S I D E T H R O W D I F F U S E R SC A L E : 3 / 8 " = 1 ' - 0 " B2 IN S T R U C T I O N B V A U L T P L A N CL CL 3SEPT 10, 2012ADDENDUM 3 3 F 6 1 / 2 " 3' - 5 3 / 8 " 1' - 1 1 / 2 " 1' - 1 1 / 2 " 4' - 5 1 / 8 " 4' - 5 1 / 8 " 1' - 1 1 / 2 " 1' - 1 1 / 2 " 3' - 5 3 / 8 " 6 1 / 2 " 2' - 2 3 / 8 " AE 5 6 1 D1 AE 5 6 1 D3 AE 5 6 1 D2 ME C H A N I C A L D I F F U S E R CL CL SU S P E N S I O N W I R E 5' - 1 1 / 4 " 5' - 6 5 / 8 " 5' - 6 5 / 8 " 5' - 1 1 / 4 " 2' - 2 3 / 8 " CL PR O V I D E D I A G O N A L S T U D B R A C I N G , SE E S P E C I F I C A T I O N S 6" 1 1 / 2 " 6 1 / 2 " 4 7/8" 1" 3 5/8" 1 1/2" ME T A L S T U D F R A M I N G GY P S U M B O A R D MD F M I L L W O R K CR O W N M O L D I N G WO O D B L O C K I N G SU S P E N D E D G Y P S U M CE I L I N G F R A M I N G DI F F U S E R AE 5 6 1 C1 WO O D M I L L W O R K MD F M I L L W O R K 1"3 5/8" 1 1/2"1 1/2" 3" 6" 1 1 / 2 " 7 1 / 2 " 6" 1/2" CL ME T A L S T U D F R A M I N G GY P S U M B O A R D MD F M I L L W O R K MD F M I L L W O R K WO O D B L O C K I N G SU S P E N D E D G Y P S U M CE I L I N G F R A M I N G 1/ 2 " R A D I U S W O O D B U L L N O S E 1"3 5/8"1 1/2" 6" 1 1 / 2 " 7 1 / 2 " 6" ME T A L S T U D F R A M I N G GY P S U M B O A R D MD F M I L L W O R K MD F M I L L W O R K WO O D B L O C K I N G 1/2" SU S P E N D E D G Y P S U M CE I L I N G F R A M I N G 1/ 2 " R A D I U S W O O D B U L L N O S E PR O V I D E D I A G O N A L S T U D B R A C I N G , SE E S P E C I F I C A T I O N S 5 6 7 / 8 " 6" 10 1 / 2 " 5' - 7 1 / 2 " 10 1 / 2 " 1' - 1 1 / 2 " 1' - 1 1 / 2 " 10 1 / 2 " 7' - 5 1 / 4 " 7' - 5 1 / 4 " 10 1/2"1'-1 1/2"1'-1 1/2"10 1/2"5'-7 5/8"10 1/2"6" AE 5 6 1 D3 AE561D5 AE 5 6 1 D4 CL CL SU S P E N S I O N W I R E SU S P E N D E D G Y P S U M C E I L I N G 6 7 / 8 " 9' - 0 " 9' - 5 1 / 8 " 9' - 5 1 / 8 " 9'-0" CL S2 S1 PR O V I D E D I A G O N A L S T U D B R A C I N G , SE E S P E C I F I C A T I O N S 1"1/2" GLASSWHITE GASKETMDF MILLWORK BEYONDMDF MILLWORKWHITE ANODIZED ALUMINUM TOP RAIL BLOCKINGMETAL STUD FRAMINGPROVIDE DIAGONAL STUD BRACING,SEE SPECIFICATIONS GYPSUM BOARD'J' BEAD EDGE 3" 3" 1 1 / 2 " 6" 3" 1" 3 5/8" 1 1/2"1 1/2" ME T A L S T U D F R A M I N G GY P S U M B O A R D MD F M I L L W O R K WO O D C R O W N M O L D I N G WO O D B L O C K I N G SU S P E N D E D G Y P S U M CE I L I N G F R A M I N G AE 5 6 1 C1 1/ 2 " R A D I U S W O O D B U L L N O S E MD F M I L L W O R K 7 6 7 1 / 2 " 6' - 8 7 / 8 " 1' - 2 3 / 8 " 1' - 2 3 / 8 " 1' - 3 " 8" 6' - 2 " 6' - 2 " 8"1'-3"1'-2 3/8"1'-2 3/8"6'-8 3/4"7 1/2" 7 1 / 2 " 8' - 6 3 / 4 " 9' - 3 3 / 8 " 9'-3 3/8"8'-6 3/4"7 1/2" 13 ' - 8 " AE 5 6 1 A1 AE561A2 AE 5 6 1 A3 RA D I U S 2 7 ' - 7 " CL CL CL FIRE SPRINKLERCAN LIGHTDIFFUSER CO V E L I G H T I N G PROVIDE DIAGONAL STUD BRACING,SEE SPECIFICATIONS SU S P E N D E D G Y P S U M C E I L I N G SU S P E N S I O N W I R E Mezzanine 118' - 0" K M AE 5 6 1 A4 AE561A5 RA D I U S 2 7 ' - 7 " CL CL CO V E L I G H T I N G FIRE SPRINKLERCAN LIGHTDIFFUSER 1' - 0 7 / 8 " 7 1 / 2 " 4' - 6 7 / 8 " 1' - 2 3 / 8 " 1' - 2 3 / 8 " 1' - 5 " 6" 6' - 2 " 6' - 2 " 6"1'-5"1'-2 3/8"1'-2 3/8"5'-3 7/8"CL 6'-6 1/4" 9' - 3 3 / 8 " 9' - 3 3 / 8 " 6' - 4 7 / 8 " 1' - 0 7 / 8 " AE 5 6 1 A1 PROVIDE DIAGONAL STUD BRACING,SEE SPECIFICATIONS SU S P E N D E D G Y P S U M C E I L I N G SU S P E N S I O N W I R E 2 1/4" 6 7/8" 2 1/4" 5 1/8" 1"1"1" 7 1 / 2 " 1" 1 3 / 8 " ME T A L S T U D F R A M I N G GY P S U M B O A R D MD F M I L L W O R K WO O D M I L L W O R K WO O D B L O C K I N G SU S P E N D E D G Y P S U M CE I L I N G F R A M I N G WO O D M I L L W O R K WA L L M I L L W O R K 2 3 / 8 " 9" 2" 1 1 / 8 " CA T W A L K L E V E L 2 12 0 ' - 0 " 2 1/4" 6 7/8" 2 1/4" 5 1/8" 1"1" 3/4" 7" 1" 1 3 / 8 " ME T A L S T U D F R A M I N G GY P S U M B O A R D MD F M I L L W O R K MD F M I L L W O R K WO O D B L O C K I N G SU S P E N D E D G Y P S U M CE I L I N G F R A M I N G WO O D M I L L W O R K 2 3 / 8 " 9 1 / 4 " 2" 1 1 / 8 " 4 3/4"4 1/4" 1"1" 5 1/8" 2 1/4" 6 7/8" 3/4" 7" 1" 1 3 / 8 " 1' - 6 5 / 8 " 2" 2 3 / 8 " 2 3 / 8 " 8" ME T A L S T U D F R A M I N G GY P S U M B O A R D MD F M I L L W O R K MD F M I L L W O R K GY P S U M CE I L I N G F R A M I N G WO O D M I L L W O R K CO V E L I G H T I N G DO M E G Y P S U M C E I L I N G (3 ) 1 / 4 " G Y P S U M B O A R D PR O V I D E D I A G O N A L S T U D BR A C I N G , S E E S P E C I F I C A T I O N S 3/4"4 3/8" 1"1" 5" 2" 1' - 6 5 / 8 " 2 3 / 8 " 7" 7 3 / 8 " METAL STUD FRAMING GYPSUM BOARDMDF MILLWORKGYPSUMCEILING FRAMINGCOVE LIGHTINGGFRG DOME 3/4" (3) 1/4" GYPSUM BOARD CL 3 3/4" 2 1/4" 3 1/2" PROVIDE DIAGONAL STUD BRACING,SEE SPECIFICATIONS 5 1/8"1"1"2"9 1/4"2 3/8"7"7 3/8"METAL STUD FRAMING GYPSUM BOARDMDF MILLWORK WOOD BLOCKINGSUSPENDED GYPSUM CEILING FRAMING 3/4"CL 1/2"2 7/8"1"1/2" 1" 1/ 2 " 1/ 4 " 1" 1/ 4 " GY P S U M C E I L I N G WO O D M I L L W O R K 1/4" 1/2" 1/2 " GY P S U M B O A R D W A L L MD F M I L L W O R K WO O D M I L L W O R K 1. REFER TO SHEET AE 580 FOR DECORATIVE CARVINGSHEET NOTE SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 4:38:24 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt CEILING DETAILS AE561Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012BHDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 2 " = 1 ' - 0 " E1 EN T R Y 1 0 1 C E I L I N G D E T A I L SC A L E : 1 1 / 2 " = 1 ' - 0 " D1 EN T R Y 1 0 1 C E I L I N G D E T A I L SC A L E : 1 1 / 2 " = 1 ' - 0 " D3 EN T R Y 1 0 1 C E I L I N G D E T A I L SC A L E : 1 1 / 2 " = 1 ' - 0 " D2 EN T R Y 1 0 1 C E I L I N G D E T A I L SC A L E : 1 / 2 " = 1 ' - 0 " E3 EN T R Y 1 0 1 C E I L I N G D E T A I L SCALE: 1 1/2" = 1'-0"D5ENTRY 101 CEILING DETAIL SC A L E : 1 1 / 2 " = 1 ' - 0 " D4 EN T R Y 1 0 1 C E I L I N G D E T A I L SC A L E : 1 / 2 " = 1 ' - 0 " C3 BA P T I S T R Y C E I L I N G D E T A I L ( 1 ) SC A L E : 1 / 2 " = 1 ' - 0 " B3 BA P T I S T R Y C E I L I N G D E T A I L ( 2 ) SC A L E : 1 1 / 2 " = 1 ' - 0 " A1 BA P T I S T R Y C E I L I N G D E T A I L ( 3 ) SC A L E : 1 1 / 2 " = 1 ' - 0 " A2 BA P T I S T R Y C E I L I N G D E T A I L ( 4 ) SC A L E : 1 1 / 2 " = 1 ' - 0 " A3 BA P T I S T R Y C E I L I N G D E T A I L ( 5 ) SC A L E : 1 1 / 2 " = 1 ' - 0 " A4 BA P T I S T R Y C E I L I N G D E T A I L ( 6 ) SCALE: 1 1/2" = 1'-0"A5BAPTISTRY CEILING DETAIL (7) SC A L E : 6 " = 1 ' - 0 " C1 EN T R Y 1 0 1 C R O W N M O L D I N G AE 5 6 2 C3 AE 5 6 2 C5 AE 5 6 2 D3 CL CL CL 5' - 4 1 / 2 " 7' - 3 7 / 8 " 6' - 2 3 / 8 " 5' - 4 1 / 2 " 1' - 1 " 2' - 8 5 / 8 " 9 3 / 8 " 9 5 / 8 " 9 5 / 8 " 1' - 6 1 / 4 " 5' - 0 " 3' - 1 0 1 / 2 " 1' - 6 1 / 4 " 9 5 / 8 " 9 5 / 8 " 9 3 / 8 " 2' - 8 5 / 8 " 1' - 1 " PR O V I D E D I A G O N A L S T U D F R A M I N G , SE E S P E C I F I C A T I O N S SU S P E N D E D G Y P S U M C E I L I N G SU S P E N S I O N W I R E K 8 7/8"10 3/8"2' - 7 3/4"2' - 4 5/8"2' - 7 3/4" 2' - 4 5 / 8 " 2' - 7 3 / 4 " 2' - 4 5 / 8 " 2' - 7 3 / 4 " 2' - 4 5 / 8 " 2' - 7 3 / 4 " 10 1 / 2 " 8 7 / 8 " AE 5 6 2 D1 AE 5 6 2 D5 5'-8"5'-0 3/8" 5' - 0 3 / 8 " 5' - 0 3 / 8 " 5' - 8 " 1' - 1 1 / 2 " CL CL CL CL SU S P E N D E D G Y P S U M C E I L I N G SU S P E N S I O N W I R E 5 1/2" 2 1 / 2 " 1 1 / 8 " 1 1 / 2 " 1/ 8 " 1/ 4 " 1/ 2 " 1/ 4 " 1/2" 1 1/2"2 3/8" 3/4" 3/8"3/4" 2 3/4" GY P S U M B O A R D MD F M I L L W O R K SU S P E N D E D G Y P S U M CE I L I N G F R A M I N G 3/8" 3/8" 1 1/2" WO O D M I L L W O R K AC O U S T I C A L P L A S T E R S Y S T E M 1/2"1 1/2"2 3/8"3/4" 3/8" 3/4" 2 3/4" 5/ 8 " 1/ 4 " 1/8"1 1/2"4 5/8"4 3/4"3/4"METAL STUD FRAMING GYPSUM BOARDACOUSTICAL PLASTER SYSTEM CL WOOD MILLWORK 3/8 "3/8"1 1/2"MDF MILLWORKSUSPENDED GYPSUM CEILING FRAMING 1"3/4"2" 5/8"3/4" 2 3/4" 1"3/4"2"5/8"3/4"2 3/4" 2" 1/ 8 " 1" 4 3/8"1"1/8"2" 9" 10 5/8"9"CL EQ EQ METAL STUD FRAMING GYPSUM BOARDSUSPENDED GYPSUM CEILING FRAMING WOOD MILLWORK MDF MILLWORK 1 1 /4 " 1 1/4 "1/2"1/2" WO O D B L O C K I N G ACOUSTICAL PLASTER SYSTEM 1/2" 1 1/2"2 3/8" 3/4" 3/8" 2 1/8" 1"3/4" 2" 5/8"3/4" 10 1 / 2 " 2" 1/ 8 " 1" 1/ 8 " 2 1 / 8 " 1/ 4 " 1/ 2 " 1/ 4 " 1/ 8 " 1 1 / 2 " 1" 2 5 / 8 " ME T A L S T U D F R A M I N G GY P S U M B O A R D WO O D B L O C K I N G WO O D M I L L W O R K WO O D M I L L W O R K GY P S U M B O A R D 1 1/2" 3/8" 3/8" 1 1/4" 1 1/4" 1/2" 1/2" SU S P E N D E D G Y P S U M CE I L I N G S Y S T E M AC O U S T I C A L P L A S T E R S Y S T E M 1/2"1 1/2"2 3/8" 3/4" 3/8" 2 1/8"1" 3/4" 2" 5/8"3/4" 2 3/4" 2" 1/ 8 " 1" 1/ 8 " 2 1 / 8 " 1/ 4 " 1/ 2 " 1/ 4 " 1/ 8 " 1 1 / 2 " 4 5 / 8 " 5" 3/4" CL 1 1/ 4"1 1/4" 1/2" 1/2" 3/ 8" 3/8" 1 1 / 2 " ME T A L S T U D F R A M I N G GY P S U M B O A R D GY P S U M B O A R D WO O D M I L L W O R K AC O U S T I C A L P L A S T E R S Y S T E M WO O D B L O C K I N G H 8 5 / 8 " 1' - 1 0 1 / 4 " 7 1 / 4 " 8 1 / 8 " 8 1 / 8 " 1' - 0 " 6' - 5 3 / 8 " 6' - 5 3 / 8 " 1' - 0 " 8 1 / 8 " 8 1 / 8 " 7 1 / 4 " 1' - 1 0 1 / 4 " 8 5 / 8 " AE 5 6 2 A1 AE 5 6 2 A4 AE 5 6 2 A2 CL CL CL 3' - 1 0 1 / 4 " 8' - 1 1 / 2 " 8' - 1 1 / 2 " 3' - 1 0 1 / 4 " 4' - 2 " SU S P E N D E D G Y P S U M C E I L I N G SU S P E N S I O N W I R E RE C E S S E D C A N L I G H T PR O V I D E D I A G O N A L S T U D B R A C I N G , SE E S P E C I F I C A T I O N S 8 CL 6" 5 1 / 2 " 23 ' - 5 3 / 4 " 5 1/2" AE 5 6 2 A3 SU S P E N D E D G Y P S U M C E I L I N G SU S P E N S I O N W I R E 1/2" 1 1/4"2 1/8" 5/8" 3/8" 3/4" 5" 1/ 8 " 1/ 2 " 1/ 8 " 1/ 8 " 1 3 / 8 " 1/ 2 " 1 1 / 8 " 3/8"3/8" 1 1/2" ME T A L S T U D F R A M I N G GY P S U M B O A R D WO O D M I L L W O R K MD F M I L L W O R K CL 4 7/8"3 1/4"1 3/8"1/8"1/8"1/2"1/8"1 7/8"1/8"7/8"1/8"1 3/4"5"1/2"1 1/4"2 1/8"5/8"3/8"1 7/8"7/8"3/4"1 3/4"1/2"3/4"3/4"METAL STUD FRAMINGGYPSUM BOARD WOOD BLOCKING WOOD MILLWORK WOOD MILLWORK GYPSUM BOARD1 1/2"3/8"3/8"7/8"7/8"1/2"1/2"MDF MILLWORK CL 4 7 / 8 " 3 1 / 4 " 1 3 / 8 " 1/ 8 " 1/ 8 " 1/ 2 " 1/ 8 " 5" 1/2"1 1/4"2 1/8" 5/8" 3/8"3/4" ME T A L S T U D F R A M I N G GY P S U M B O A R D WO O D M I L L W O R K GY P S U M B O A R D 3/ 4 " 1 7 / 8 " 1 1 / 8 " 1 3 / 4 " 5" 1 1/4" 2 1/8" 5/8"3/8" 2 3/4"3/4"2 1/4" 3/4" ME T A L S T U D F R A M I N G GY P S U M B O A R D WO O D B L O C K I N G WO O D M I L L W O R K WO O D M I L L W O R K 1 1/2" 3/8" 3/8" 7/8" 7/8" 1/2" 1/2" 1. REFER TO SHEET AE 580 FOR DECORATIVE CARVINGSHEET NOTE SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 4:38:40 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt CEILING DETAILS AE562Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012BHDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 2 " = 1 ' - 0 " E1 IN S T R U C T I O N A C E I L I N G D E T A I L SC A L E : 1 / 2 " = 1 ' - 0 " E3 IN S T R U C T I O N A C E I L I N G D E T A I L SC A L E : 3 " = 1 ' - 0 " C3 IN S T R U C T I O N A C E I L I N G D E T A I L SC A L E : 3 " = 1 ' - 0 " C5 IN S T R U C T I O N A C E I L I N G D E T A I L SC A L E : 3 " = 1 ' - 0 " D5 IN S T R U C T I O N A C E I L I N G D E T A I L SC A L E : 3 " = 1 ' - 0 " D1 IN S T R U C T I O N A C E I L I N G D E T A I L SC A L E : 3 " = 1 ' - 0 " D3 IN S T R U C T I O N A C E I L I N G D E T A I L SC A L E : 1 / 2 " = 1 ' - 0 " B1 CH A P E L C E I L I N G D E T A I L ( 1 ) SC A L E : 1 / 2 " = 1 ' - 0 " B3 CH A P E L C E I L I N G D E T A I L ( 2 ) SC A L E : 3 " = 1 ' - 0 " A1 CH A P E L C E I L I N G D E T A I L ( 3 ) SCALE: 3" = 1'-0"A4CHAPEL CEILING DETAIL (4) SC A L E : 3 " = 1 ' - 0 " A2 CH A P E L C E I L I N G D E T A I L ( 5 ) SC A L E : 3 " = 1 ' - 0 " A3 CH A P E L C E I L I N G D E T A I L ( 6 ) 4 5/8" 5 1/2" 5 5 / 8 " 1' - 3 1 / 4 " 5 1 / 2 " 5 1/4" 1' - 4 1/2" 3/4" 7/8" 1 1/4" 3/8" 1 5 / 8 " 3/ 4 " 2 3 / 8 " 5/ 8 " 1" 3/8" 2' - 4 5/8"2' - 5 1/8" 2' - 5 5/8" 1 1/8" 2 1/4" GF R G ME T A L S T U D F R A M I N G GY P S U M B O A R D NO T E S P E A K E R R E C E S S D E T A I L CO V E L I G H T I N G 'L ' S H A P E D M E T A L A N G L E 2 3 / 4 " DE S I G N S I M I L A R T O D E C O R A T I V E CA R V I N G T R I M 4 S C A L E D U P 1 5/8" AC O U S T I C A L P L A S T E R S Y S T E M 2 3 / 4 " 5/ 8 " 2 3 / 8 " 1 3 / 4 " 1/2" 5 1/8"1 7/8"7 3/8" 1/2" 2 1/8" 1 3/8"2" 1 5 / 8 " MD F M I L L W O R K WO O D M I L L W O R K 'L ' S H A P E D M E T A L A N G L E ME T A L S T U D F R A M I N G GY P S U M B O A R D DE C O R A T I V E C A R V I N G TR I M 1 0 WO O D B L O C K I N G 2 3 / 4 " CO V E L I G H T I N G GF R G 1/2"1 3/8" 3 3/8" 3/8" 1 7/8" 3/4" 5 1 / 4 " 7 3 / 8 " 1 5/8" SU S P E N D E D GY P S U M C E I L I N G GY P S U M B O A R D WO O D M I L L W O R K MD F M I L L W O R K BL O C K I N G WA L L M I L L W O R K 1/2"1 3/8"3 3/8"2 1/4"7 3/8"1/2"2 1/8"1"4 1/2"1 3/4"3/8"1/2"1"3/8"5/8"2 3/4"1 5/8"2"2"1 3/8"3/8"MDF MILLWORKWOOD MILLWORKGFRGMETAL STUD FRAMING GYPSUM BOARD GYPSUM BOARD WOOD MILLWORKDECORATIVE CARVING TRIM 10COVE LIGHT 'L' SHAPED METAL ANGLE 3/4"4 1 /8 "2 3/4"1 5/8" PR O V I D E D I A G O N A L S T U D B R A C I N G , SE E S P E C I F I C A T I O N S 5 1/4"4 1/2"1 3/4"3/8"1/2"1"5"1 5/8"2"3/8"3/4"CL 1/2"1 3/8"3 3/8"3/8"1 7/8"3/4"SUSPENDED GYPSUM CEILING WOOD MILLWORK WOOD BLOCKING METAL STUD FRAME GYPSUM BOARDMDF MILLWORK K L. 9 L 28 ' - 1 7 / 8 " 2' - 1 0 3 / 4 " 1' - 0 3 / 4 " AE 5 6 3 D2 AE 5 6 3 B1 AE 5 6 3 B3 3' - 1 1 1 / 2 " 3' - 0 5 / 8 " 21 ' - 9 " 3' - 4 1 / 4 " SP E A K E R R E C E S S D E T A I L SU S P E N D E D G Y P S U M C E I L I N G SU S P E N S I O N W I R E PR O V I D E D I A G O N A L S T U D B R A C I N G , SE E S P E C I F I C A T I O N S 1011 3' - 0 1 / 2 " 1' - 7 5 / 8 " 3' - 0 5 / 8 " 7' - 5 " 3'-0 5/8"1'-7 5/8"3'-0 1/2"2 1/8" AE 5 6 3 B4 AE 5 6 3 B5 3'-5"AE563A2 2 ' - 5 5 /8 " SUSPENDED GYPSUM CEILING PR O V I D E D I A G O N A L S T U D B R A C I N G , SE E S P E C I F I C A T I O N S SU S P E N S I O N W I R E L AE 5 6 3 B4 AE 5 6 3 A2 5' - 7 1 / 8 " 9 3 / 4 " 9 3 / 4 " 7' - 1 " 7' - 0 7 / 8 " 9 3 / 4 " 9 3 / 4 " 5' - 7 1 / 8 " 1' - 4 " 5' - 0 7 / 8 " 15 ' - 9 3 / 8 " 6' - 4 7 / 8 " CL CL 8" CL SU S P E N D E D G Y P S U M C E I L I N G SU S P E N S I O N W I R E 1/ 2 " 1 3 / 8 " 4 1 / 2 " 3/ 4 " 9 3 / 8 " 3/ 4 " 4 1 / 2 " 1 3 / 8 " 1/ 2 " 4 1 / 8 " 1/ 2 " 1 3 / 8 " 4 1 / 2 " 3/ 4 " 9 1/4"3/4"4 1/2"1 3/4"3/8"1/2"1"3/8"5/8"2 3/4" 1/2"1 3/8"2 1/4" 3/4" 1/2"1 3/8"2 1/4"1/2"1 3/8"2 1/4" 3/4"1/2"1 3/8"3 3/8"3/8"1 7/8"7 3/8"1/2"2 1/8"1"1 5/8" 1 5 / 8 " DECORATIVE CARVING TRIM 10WOOD MILLWORKWOOD BLOCKINGMETAL STUD FRAMING GYPSUM BOARD GYPSUM BOARD WOOD MILLWORK LIGHT FIXTURE 3' - 1 1 1 / 2 " 1 5/8"PR O V I D E D I A G O N A L S T U D B R A C I N G , SE E S P E C I F I C A T I O N S 1. REFER TO SHEET AE 580 FOR DECORATIVE CARVINGSHEET NOTE SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 4:38:54 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt CEILING DETAILS AE563Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012BHDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 3 " = 1 ' - 0 " B1 IN S T R U C T I O N B C E I L I N G D E T A I L ( 5 ) SC A L E : 3 " = 1 ' - 0 " B3 IN S T R U C T I O N B C E I L I N G D E T A I L ( 6 ) SC A L E : 3 " = 1 ' - 0 " B4 IN S T R U C T I O N B C E I L I N G D E T A I L ( 7 ) SCALE: 3" = 1'-0"B5INSTRUCTION B CEILING DETAIL (8)SCALE: 3" = 1'-0"A2INSTRUCTION B CEILING DETAIL(9) SC A L E : 1 / 2 " = 1 ' - 0 " E1 IN S T R U C T I O N B C E I L I N G D E T A I L ( 1 ) SC A L E : 1 / 2 " = 1 ' - 0 " E3 IN S T R U C T I O N B C E I L I N G D E T A I L ( 2 ) SC A L E : 1 / 2 " = 1 ' - 0 " D1 IN S T R U C T I O N B C E I L I N G D E T A I L ( 3 ) SC A L E : 3 " = 1 ' - 0 " D2 IN S T R U C T I O N B C E I L I N G D E T A I L ( 4 ) 101111.7 26 ' - 9 3 / 8 " 6 1 / 4 " 4' - 5 1 / 8 " 1' - 7 " 3' - 6 1 / 2 " 3' - 4 " 3' - 4"1' - 5 1/2"2' - 0 7/8"6' - 0 1/8"6 1/4" AE 5 6 5 A3 AE 5 6 4 A5 AE 5 6 4 A4 AE 5 6 4 A1 AE 5 6 4 B5 CL 3'-11" 3 ' - 1 0 1 /8 " 3 ' - 9 5 /8 " 4.6° 6.2° 65.4° 6 . 2 ° 7 . 6° 6" 1 1 / 8 " 9' - 0 3 / 4 " 9'-0 3/4"3'-11"AE550D1 PR O V I D E D I A G O N A L S T U D B R A C I N G , SE E S P E C I F I C A T I O N S SU S P E N D E D G Y P S U M C E I L I N G SU S P E N S I O N W I R E F G H E. 2 8' - 1 1 / 8 " 18 ' - 4 7 / 8 " 6' - 1 1 3 / 4 " 1' - 1 " 5 1 / 8 " 1' - 3 3 / 8 " 4' - 1 5 / 8 " 1' - 3 3 / 8 " 11 1 / 4 " 11 1 / 4 " 16 ' - 6 3 / 8 " 11 1 / 4 " 11 1 / 4 " 1' - 3 3 / 8 " 4' - 1 5 / 8 " 1' - 3 3 / 8 " 5 1 / 2 " AE 5 6 4 A2 AE 5 6 5 A4 AE 5 6 5 A5 3'-10" 3'-10" CL CL 4' - 7 1 / 2 " 1' - 7 " 2' - 0 3 / 4 " 2' - 0 3 / 4 " 1' - 7 " 4' - 7 1 / 2 " EQ EQ CL 1 3 / 4 " 1 3 / 4 " 1'-1 1/4"2'-9"4'-10 5/8" AE 5 6 5 C5 1' - 0 " 1' - 0 " SU S P E N D E D G Y P S U M C E I L I N G SU S P E N S I O N W I R E PR O V I D E D I A G O N A L S T U D B R A C I N G , SE E S P E C I F I C A T I O N S 101111.7 26 ' - 9 3 / 8 " 5 1 / 8 " 6' - 1 1 1 / 4 " 11 1 / 4 " 11 1 / 4 " 8' - 3 7 / 8 " 11 1/4"11 1/4"6'-3"8 1/8"5 1/8"AE564B2AE564B4 CL CL SU S P E N D E D G Y P S U M C E I L I N G PR O V I D E D I A G O N A L S T U D B R A C I N G , SE E S P E C I F I C A T I O N S SUSPENSION WIRE 1" 11 1 / 8 " 1 1 / 2 " 3/ 4 " 3/ 4 " 5/8"1 3/4"5/8"1' - 1 3/4" 1/2"1 3/8" 1"2" 3/8" 1/ 4" 1/2" 3/4" 3/4" DE C O R A T I V E C A R V I N G TR I M 1 3 GY P S U M B O A R D ME T A L S T U D F R A M I N G MD F M I L L W O R K WO O D M I L L W O R K 1' - 2 3 / 8 " 1/ 4 " 1 1 / 2 " 1/ 4 " 2 1 / 8 " 5 1 / 4 " 1 3 / 8 " 2" 1 1/4" 1 3 / 4 " 1 " 1/4" CO V E L I G H T 'J ' S H A P E D S T E E L A N G L E WO O D M I L L W O R K PR O V I D E D I A G O N A L S T U D B R A C I N G , SE E S P E C I F I C A T I O N S 1" 11 1 / 4 " 1 1 / 2 " 5/ 8 " 2 7/8"2 7/8"1 1/8"4 1/2"1 3/4"1' - 2 3/8" 1/2" 1 3/8"1"2" DE C O R A T I V E C A R V I N G SI M I L A R T O T R I M 1 3 GY P S U M B O A R D MD F M I L L W O R K ME T A L S T U D F R A M I N G MD F M I L L W O R K WO O D M I L L W O R K 1/ 4 " 1 3 / 4 " 1 1 / 8 " 1/ 4 " 4 1 / 8 " 1 3 / 4 " WO O D M I L L W O R K 3/ 4 " 5 1 / 8 " 1 3/4"1" 1 / 4 " WO O D M I L L W O R K 1/4" WO O D B L O C K I N G 1' - 2 3 / 8 " 1/2" 1 1/8" 7/8" 1 3 / 8 " 2" 1 1/4" CO V E L I G H T 'L ' S H A P E D S T E E L A N G L E 1"1" 2 1 / 2 " SU S P E N D E D GY P S U M C E I L I N G MD F M I L L W O R K WO O D M I L L W O R K 1 /2 " GY P S U M B O A R D BL O C K I N G A S RE Q U I R E D T Y P . E1 AE 5 6 4 2 1 / 2 " 10 3 / 8 " 2 1 / 2 " 1"1" MD F M I L L W O R K SU S P E N D E D G Y P S U M CE I L I N G GY P S U M B O A R D PR O V I D E B L O C K I N G A S RE Q U I R E D 1/ 2" WO O D M I L L W O R K 2 1/4" 5/8" 2 7/8" 1 1/8" 4 1/2"1 3/4" 5/8" 1 3 / 4 " 1/ 4 " 1/ 8 " 1" 1/ 8 " 1/ 4 " 3/ 4 " 3 3 / 8 " 1 3 / 4 " ME T A L S T U D F R A M I N G WO O D M I L L W O R K WO O D B L O C K I N G WA L L M I L L W O R K GY P S U M B O A R D MD F M I L L W O R K 7/8" 1 1/8" 1/4" 1 3/4" 1" CO V E L I G H T 1 1/4" 1 3 / 8 " 2" 3/ 4 " 5 1 / 8 " 1/2"1 7/8"1/4"1"1 3/4"3 1/2"3 1/2"5/8"3/8"1 1/2"1 3/4"GYPSUM BOARD GFRG BLOCKING METAL STUD FRAMING 3/8"3/4"1/4"1 /4 "1 /2 "1 3/4"7.6°6.2°1 1/8"R= 3'-10 1/8"R= 3'-9 5/8"R= 3'-10 7/8"DESIGN SIMILAR DECORATIVE CARVING TRIM 4 SCALED UP.9"6"R= 3'-10 1/8"R= 3'-1 7/8"R= 3'-10 7/8"3/4"1/4"1/4"1/2"3/8"STRAIGHT4.6°6.1°GFRG METAL STUD FRAMING GYPSUM BOARDCOVE LIGHTING1. REFER TO SHEET AE 580 FOR DECORATIVE CARVINGSHEET NOTE 12 T. O . F A C I N G S T O N E 12 0 ' - 4 " D2 AE 4 6 3 PR O V I D E 2 F I N I S H E D M I L L W O R K S L O T S , P A R A L L E L 1/ 2 " W I D E B Y 3 0 " L O N G , C E N T E R E D O N W I N D O W , CO O R D W I T H M E C H LI N E O F F I N I S H E D M I L L W O R K 2 3 / 4 " D E E P B Y 3 2 " W I D E S H E E T M E T A L B O O T , RO U T E B E T W E E N S T U D S . C O O R D W I T H M E C H 8" B Y 6 " S U P P L Y A I R D U C T , S E E M E C H B1 AE 4 6 3 SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 4:39:11 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt CEILING DETAILS AE564Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012BHDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 2 " = 1 ' - 0 " E4 LO B B Y C E I L I N G D E T A I L ( 2 ) SC A L E : 1 / 2 " = 1 ' - 0 " E1 LO B B Y C E I L I N G D E T A I L ( 1 ) SC A L E : 1 / 2 " = 1 ' - 0 " C4 LO B B Y C E I L I N G D E T A I L ( 3 ) SC A L E : 3 " = 1 ' - 0 " B4 LO B B Y C E I L I N G D E T A I L ( 5 ) SC A L E : 3 " = 1 ' - 0 " B2 LO B B Y C E I L I N G D E T A I L ( 4 ) SC A L E : 3 " = 1 ' - 0 " A4 LO B B Y C E I L I N G D E T A I L ( 1 0 ) SC A L E : 3 " = 1 ' - 0 " A1 LO B B Y C E I L I N G D E T A I L ( 8 ) SC A L E : 3 " = 1 ' - 0 " A2 LO B B Y C E I L I N G D E T A I L ( 9 ) SCALE: 3" = 1'-0"A5LOBBY CEILING DETAIL (11)SCALE: 3" = 1'-0"B5LOBBY CEILING DETAIL (7) SC A L E : 1 " = 1 ' - 0 " B1 LO B B Y W D W S U P P L Y A I R 5/8" 2" 1/2" 7/8" 4 7/8" 1 1/4"3/8" 2" 3/8" 1/2" 3/4" 3 1/4" 1 3/8" 1/2" 1' - 1 3/4" 5/8" 1 3/4" 5/8" 4" 1 1/8" 2 7/8" 5/8" 1/ 4 " 1/ 8 " 1" 1/ 8 " 1/ 4 " 1 1 / 2 " 1/ 4 " 3 1 / 2 " 3/ 4 " 1 1 / 2 " 3/ 8 " 1/ 2 " 1/ 2 " 1 3 / 4 " 3/ 8 " 1 1 / 4 " 1/ 8 " 3/ 4 " 1/ 8 " 2 5 / 8 " 1 3/8" 3/4" 1/2" 5/8" 3/8" 5/8" 3/4" 1/4" 1" 1 3/4" 1 1/8" 7/8" 1/4" ME T A L S T U D FR A M I N G TR I M 1 3 WO O D M I L L W O R K WO O D B L O C K I N G GY P S U M B O A R D DE C O R A T I V E CA R V I N G MD F M I L L W O R K GF R G CO V E L I G H T I N G 'L ' S H A P E A N G L E WO O D B L O C K I N G WO O D M I L L W O R K WO O D M I L L W O R K WO O D B L O C K I N G MD F M I L L W O R K ME T A L S T U D WA L L 1 7/8" WI N D O W 5 3 / 8 " 3 5 / 8 " 2 1/4"5/8"2 7/8"1 1/8"4"5/8"1 3/4"5/8"1' - 1 3/4"1/2"1 3/8"3 1/4"3/4"1/2"3/8"2"3/8"1 1/4"4 7/8"7/8"1/2"2"5/8" 1/ 4 " 1 1 / 2 " 1/ 4 " 1/ 8 " 1" 1/ 8 " 1/ 4 " 3/ 4 " 5 1 / 4 " 6" 2 5 / 8 " 7/ 8 " 1/ 8 " 1 1 / 4 " 3/ 8 " 1 3 / 4 " 1/ 2 " 1/ 2 " 3/ 8 " 1 1 / 2 " 3/ 4 " 3/4" 1 1/8"7/8" 1/4" 1" 1 3/4" 3/8" 5/8" 1/2" 3/4"1" 1 3/8" ME T A L S T U D FR A M I N G WO O D M I L L W O R K WO O D B L O C K I N G GY P S U M B O A R D DE C O R A T I V E CA R V I N G S I M I L A R TO T R I M 1 3 CL MD F M I L L W O R K 1 5/8" GF R G CO V E L I G H T I N G 'L ' S H A P E A N G L E MD F M I L L W O R K BL O C K I N G WO O D M I L L W O R K WO O D M I L L W O R K WO O D B L O C K I N G GY P S U M B O A R D 1/4" 3/4"5/8" PR O V I D E D I A G O N A L S T U D B R A C I N G , SE E S P E C I F I C A T I O N S 1 7/8" 3 5 / 8 " 5 1 / 4 " 1' - 1 5 / 8 " 3/8" 2 1/4"5/8"2 7/8"1 1/8"4"1' - 4 5/8"1/2"1 3/8"CL1 3/4"1/4"1/8"1"1/8"1/4"3/4"5 1/4"6 1/8"1 1/2"1/4"1/2"1/4"7/8"1 1/8"1/4"1"1 3/4"1/4"3/4"3/4"METAL STUD FRAMING WOOD MILLWORK WOOD BLOCKING GYPSUM BOARD 3/4"DECORATIVE CARVING TRIM 13 CL 11 1/4"3/8"MDF MILLWORK1 1/4"1 3/8"2"PROVIDE DIAGONAL STUD BRACING,SEE SPECIFICATIONS1"2"1"SUSPENDED GYPSUM CEILING GYPSUM BOARDWOOD MILLWORK ME T A L S T U D F R A M I N G MD F M I L L W O R K GY P S U M B O A R D 1" 3" 1" 3/4"3/4" 2 1/8" 5/8" 1"2"3/4"3/4" 1"2" 3/4" CL 1" 4" 1" 6 1 / 8 " 6 1 / 8 " 1" 4"ME T A L S T U D F R A M I N G MD F M I L L W O R K GY P S U M B O A R D ME T A L S T U D F R A M I N G MD F M I L L W O R K GY P S U M B O A R D 3/4"2"1"1/2"1"2 7/8"1/2" 1/ 2 " 1/ 2 " 1/ 4 " 1" 1/ 4 " 2" 1" 4" 1 / 4 " 1/2" 1/2" WO O D M I L L W O R K ME T A L S T U D F R A M I N G MD F M I L L W O R K GY P S U M B O A R D WO O D M I L L W O R K FA C E O F P A R T I T I O N 3/4"3/4" 2"1"1/2"1"2 7/8"1/2" 1 1 / 4 " 1/ 4 " 1/ 2 " 1/ 4 " 1" 1/ 4 " 2" 1" 4" 1" METAL STUD FRAMING MDF MILLWORKGYPSUM BOARDWOOD MILLWORK CL 3"1"4"4"1"3"1"5/8"2 1/8"3/4"5/8"2 1/8"3/4"3/4" ME T A L S T U D F R A M I N G MD F M I L L W O R K GY P S U M B O A R D WO O D M I L L W O R K FA C E O F P A R T I T I O N 3/4"3/4" 2 1/8" 5/8"5/8" 1 5/8" 1/2" ME T A L S T U D F R A M I N G MD F M I L L W O R K GY P S U M B O A R D WO O D M I L L W O R K FA C E O F P A R T I T I O N 3/4"2 1/8" 5/8"5/8" 1 5/8" 1/2" 2 3 / 8 " 3/ 8 " 1/ 4 " 3 1 / 4 " 1" 3" 1. REFER TO SHEET AE 580 FOR DECORATIVE CARVINGSHEET NOTE SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 4:39:26 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt CEILING DETAILS AE565Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012BHDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 3 " = 1 ' - 0 " A3 LO B B Y C E I L I N G D E T A I L ( 1 2 ) SC A L E : 3 " = 1 ' - 0 " A4 LO B B Y C E I L I N G D E T A I L ( 1 3 ) SCALE: 3" = 1'-0"A5LOBBY CEILING DETAIL (14)SCALE: 3" = 1'-0"C5LOBBY CEILING DETAIL (15) SC A L E : 3 " = 1 ' - 0 " C2 BA P T C H A P E L C E I L I N G D E T A I L ( 1 ) SC A L E : 3 " = 1 ' - 0 " A1 BA P T E N T R Y C E I L I N G D E T A I L ( 1 ) SC A L E : 3 " = 1 ' - 0 " B1 BA P T E N T R Y C E I L I N G D E T A I L ( 2 ) SC A L E : 3 " = 1 ' - 0 " B2 BA P T E N T R Y C E I L I N G D E T A I L S ( 3 ) SCALE: 3" = 1'-0"D5BAPT RECEPTION CEILING DETAIL (1) SC A L E : 3 " = 1 ' - 0 " D4 BA P T R E C E P T I O N C E I L I N G D E T A I L ( 2 ) SC A L E : 3 " = 1 ' - 0 " D3 BA P T R E C E P T I O N C E I L I N G D E T A I L ( 3 ) E 23 ' - 6 1 / 8 " 3 1/2"9 3/8"2'-1 1/8"2'-1 1/8"6'-9 1/2" 6' - 9 1 / 2 " 2' - 1 1 / 8 " 2' - 1 1 / 8 " 9 3 / 8 " AE 5 6 6 A1 AE 5 6 6 C3 CL 8.5°5.1°50.0°1 1 .3 °1 5 .2 °2"SUSPENDED GYPSUM CEILING PR O V I D E D I A G O N A L S T U D B R A C I N G , SE E S P E C I F I C A T I O N S SU S P E N S I O N W I R E 3'-1 3/8"2'-9 1/8" 7" AN C H O R F I X T U R E TO S T R U C T U R E , SE E S T R U C T U R E , TY P 2' - 5 3/4"2' - 5 1/4"2' - 4 3/4" 2' - 4 3/4" 2' - 5 3/4" 2' - 5 1/4" 10 17 ' - 2 5 / 8 " 9 3 / 8 " 2' - 1 1 / 8 " 2' - 1 1 / 8 " 3' - 7 7 / 8 " 3' - 7 7 / 8 " 2' - 1 1 / 8 " 2' - 1 1 / 8 " AE 5 6 6 C3 1"1"1"1" CL 2" 1 5 .2 °1 1 .3 ° 50.0° 8.5° 5.1 ° AE 5 6 6 A1 SI M . PR O V I D E D I A G O N A L ST U D B R A C I N G , SE E S P E C I F I C A T I O N S SU S P E N D E D G Y P S U M C E I L I N G 2' - 5 3/4" 2' - 4 3/4" 2 ' - 5 1 /4 " 3'-1 3/8"2'-9 1/8" 2' - 5 3/4" 2' - 5 1/4" 2 ' - 4 3 / 4 " 7" 1" M I L L W O R K B E A D 9 3 / 8 " 5/ 8 " 1 3 / 4 " 1 1 / 4 " 3/ 4 " 1/ 4 " 1/ 8 " 3/ 4 " 1/ 8 " 1/ 4 " 1 1 / 4 " 1/ 4 " 3" 5 1 / 2 " 1/4" DE C O R A T I V E C A R V I N G TR I M 1 3 WO O D M I L L W O R K MD F M I L L W O R K GY P S U M B O A R D CO V E L I G H T I N G ME T A L S T U D F R A M I N G GF R G 'L ' M E T A L A N G L E 1'-11 1/4"6 7/8"4 5/8" 3 1 / 2 " 2 1 / 8 " 3" 2 3/8"2 3/8"1"3 3/4"1 1/2" 1/2" 11 1/2" 1 1/8" 2 1/2" 1/2"1/4" 1 5/8" 1 1/4" 4" 3/4" 2" 1/2" CL 2 1 / 8 " 1/ 8 " 5/ 8 " 1/ 8 " 1/ 2 " 1/ 2 " 1/ 4 " 1 3 / 8 " 1/ 2 " 1/ 4 " 3/ 8 " 1 1 / 4 " 1/ 4 " 1/ 2 " 1/4" 2 7 / 8 " 1 1/8" 7/8" 5/8" 3/8" 1/2" 1 5/8" 1/4" 1/2" 1/4" 1 1/2" 7/8" 1/4" 1"3/4" 5/8" 1 3/4" 1"1"1" ME T A L S T U D F R A M I N G GY P S U M C E I L I N G MD F M I L L W O R K WO O D M I L L W O R K 3/4" 2"1" 3/ 4 " 3/ 4 " 8 1 / 2 " 1' - 3 7 / 8 " PR O V I D E D I A G O N A L S T U D B R A C I N G , SE E S P E C I F I C A T I O N S B. 4 2 1 / 8 " 4 3 / 4 " 1' - 1 5 / 8 " 3' - 0 5 / 8 " 1' - 1 5 / 8 " 8 3 / 4 " 8 3 / 4 " 2' - 7 1 / 2 " 2' - 1 1 / 8 " 4' - 9 7 / 8 " 2'-1 1/8"2'-7 1/2"8 3/4"8 3/4"1'-1 5/8"3'-0 5/8"1'-1 5/8"4 3/4" 28 ' - 7 1 / 8 " 2' - 1 1/8" 4' - 9 7 / 8 " 2' - 1 1 / 8 " AE 5 6 6 A2AE 5 6 6 C3 AE 5 6 6 A3 AE566A5 2 ' - 5 1 /4 " 2' - 4 3/4" CL EQ EQ CL CL2' - 4 3/4"2' - 5 1/4"2"5.5°8.3°56.3°8 .3 °1 1 .6 °4 1/4" 2' - 5 3/4" 2' - 5 3/4" AE 5 6 0 A4 SUSPENDED GYPSUM CEILING PR O V I D E D I A G O N A L S T U D B R A C I N G , SE E S P E C I F I C A T I O N S 9 CL CL CL 8 1 / 8 " 4 3 / 4 " 5 5 / 8 " 2' - 2 " 2' - 1 " 6' - 4 " 6' - 4 " 2' - 1 " 2' - 2 " 5 5 / 8 " 4 3 / 4 " 22 ' - 1 0 1 / 2 " 3' - 1 3/8"2' - 9 1/8" CL 8" 2' - 5 " 2' - 5 " 8" 1" 2' - 4 3/4" 2 ' - 5 1 / 4 " 2' - 5 3/4" 5.5° 8.3° 56.3° 8 .3°1 1 .6 °4 1/4" 2" 1"1" AE 5 6 6 A1 AE 5 6 6 C3 SI M . SI M . 2' - 5 3/4" 2' - 4 3/4" 2 ' - 5 1 /4 " CH A N D E L I E R SU S P E N D E D G Y P S U M C E I L I N G PR O V I D E D I A G O N A L S T U D B R A C I N G , SE E S P E C I F I C A T I O N S 11 4 3 / 4 " 1' - 1 5 / 8 " 3' - 3 3 / 4 " 1' - 1 5 / 8 " 8 3 / 4 " 8 3 / 4 " 1' - 1 5 / 8 " 5' - 9 1 / 4 " 1' - 1 5 / 8 " 8 3 / 4 " 8 3 / 4 " 1' - 1 5 / 8 " 3' - 3 3 / 4 " 1' - 1 5 / 8 " 4 3 / 4 " 2 1 / 8 " 22 ' - 1 0 1 / 2 " AE 5 6 6 C5 CL CL PR O V I D E D I A G O N A L S T U D B R A C I N G , SE E S P E C I F I C A T I O N S SU S P E N D E D G Y P S U M C E I L I N G SU S P E N S I O N W I R E 3/4"4"1"3 3/4"1 1/2" 1/2" 11 1/2" 1 1/8" 2 1/2" 1/2" 2"1 1/4"4" 3/4" 2" 1/2" 2 7 / 8 " 2 1 / 8 " 7/ 8 " 1" 1 3 / 4 " 1/ 2 " 3/ 8 " 2 1 / 4 " 1 3/4" 3" 5 1 / 2 " 2" 1/4" DE C O R A T I V E C A R V I N G TR I M 1 3 WO O D M I L L W O R K MD F M I L L W O R K GY P S U M B O A R D CO V E L I G H T I N G ME T A L S T U D F R A M I N G GF R G 'L ' M E T A L A N G L E 1/ 4 " 1 1 / 4 " 1/ 4 " 1/ 8 " 7/ 8 " 1/ 4 " 3/ 4 " 4 1 / 8 " 4 3 / 4 " 1 1/8" 7/8" 5/8" 3/8" 1/ 2" 1 5/8" 1/4" 1/2" 5/8" 1/4" 3/8" 1 1/2" 7/8" 1/4"1" 3/4" PR O V I D E D I A G O N A L S T U D B R A C I N G , SE E S P E C I F I C A T I O N S CL 8 3 / 4 " 1/ 4 " 1 1 / 4 " 1/ 4 " 1/ 8 " 3/ 4 " 1/ 8 " 1/ 4 " 1/ 2 " 3 1 / 4 " 1 3 / 4 " 5/ 8 " 1" 11 " 1 1 / 4 " 1/ 8 " 3/ 8 " 6 1 / 8 " 3/4"1 5/8"2 3/8"1"3 3/4"1 1/2"1/2"11 1/2"1 1/8"1"2" SU S P E N D E D G Y P S U M C E I L I N G ME T A L S T U D FR A M I N G WO O D M I L L W O R K WO O D B L O C K I N G GY P S U M B O A R D DE C O R A T I V E C A R V I N G SI M . T O T R I M 1 3 MD F M I L L W O R K 1/2" 5/8" 1/4" 1/2" 1 1/2" 7/8" 1/4" 1/4"3/4"1" 'L ' M E T A L A N G L E CO V E L I G H T ME T A L A N G L E 7/ 8 " 2" SUSPENDED GYPSUM CEILING METAL STUD FRAMING WOOD MILLWORK WOOD BLOCKING GYPSUM BOARDDECORATIVE CARVING SIM. TO TRIM 13 MDF MILLWORK CL WOOD MILLWORK 4 3/4"4"3/4"1/4"1/8"3/4"1/8"1/4"1 1/4"1/4"3/4"1 5/8"2 3/8"1"3 3/4"1 1/2"1/2"11 1/2"1 1/8"1"2"7/8"2"1"11"1 1/4"1/8"3/8"3/4"1/2"3/8"1/4"3/4"7/8"1 1/2"5/8"1/2"1/4"1"COVE LIGHT METAL ANGLE 1 1/4" CL 4 3 / 4 " 4"3/4"1 3/8"1 1/4"1/4"11"1/2"1 1/2"1/2"11 1/8"3/8"1 1/8"1"2"3/8"1/4"1/2"5/8"GYPSUM BOARDDECORATIVE CARVING SIMILAR TO TRIM 13WOOD MILLWORK MDF MILLWORKMETAL STUD FRAMINGSUSPENDED GYPSUM CEILING 1 1/2"7/8"COVE LIGHT SHAPED METAL ANGLE3/4"3/8"1/8"1 1/4"11"1" PR O V I D E D I A G O N A L S T U D B R A C I N G , SE E S P E C I F I C A T I O N S 1. R E F E R T O S H E E T A E 5 8 0 F O R D E C O R A T I V E C A R V I N G SH E E T N O T E SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/10/2012 12:50:30 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt CEILING DETAILS AE566Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012BHDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 2 " = 1 ' - 0 " E4 IN S T R U C T I O N 1 C E I L I N G D E T A I L ( 1 ) SC A L E : 1 / 2 " = 1 ' - 0 " E2 IN S T R U C T I O N 1 C E I L I N G D E T A I L ( 2 ) SC A L E : 3 " = 1 ' - 0 " A1 IN S T R U C T I O N 1 C E I L I N G D E T A I L ( 3 ) SC A L E : 3 " = 1 ' - 0 " C3 IN S T R U C T I O N 1 C E I L I N G D E T A I L ( 4 ) SC A L E : 1 / 2 " = 1 ' - 0 " D4 IN S T R U C T I O N 2 C E I L I N G D E T A I L ( 1 ) SC A L E : 1 / 2 " = 1 ' - 0 " D2 IN S T R U C T I O N 2 C E I L I N G D E T A I L ( 2 ) SC A L E : 1 / 2 " = 1 ' - 0 " C1 IN S T R U C T I O N 2 C E I L I N G D E T A I L ( 3 ) SC A L E : 3 " = 1 ' - 0 " A2 IN S T R U C T I O N 2 C E I L I N G D E T A I L ( 4 ) SC A L E : 3 " = 1 ' - 0 " A3 IN S T R U C T I O N 2 C E I L I N G D E T A I L ( 5 ) SC A L E : 3 " = 1 ' - 0 " A5 IN S T R U C T I O N 2 C E I L I N G D E T A I L ( 6 ) SC A L E : 3 " = 1 ' - 0 " C5 IN S T R U C T I O N 2 C E I L I N G D E T A I L ( 7 ) 3SEPT 10, 2012ADDENDUM 3 3 3 3 3 3 3 3 1"4 3/4"1"3 1/2" 3/4" 2 1/4" 3/4"1'-2" 1 3 / 8 " 1/ 8 " 1/ 2 " 5/ 8 " 1/ 2 " 3/ 8 " SU S P E N D E D GY P S U M C E I L I N G WO O D MI L L W O R K MD F M I L L W O R K WO O D B L O C K I N G GY P S U M B O A R D ME T A L S T U D FR A M I N G WA L L M I L L W O R K 1"4 3/4"1"3 1/2" 3/4" 2 1/4" 3/4" 1'-2" SU S P E N D E D GY P S U M C E I L I N G WO O D M I L L W O R K MD F M I L L W O R K WO O D B L O C K I N G GY P S U M BO A R D 1/ 2 " 1/ 8 " 1/ 2 " 1/ 2 " 1/ 2 " 3/ 8 " 3 1/2"1/2"2 1/8"7/8"WOOD MILLWORK WOOD BLOCKING MDF MILLWORK GYPSUM BOARD WALLSUSPENDEDGYPSUM CEILING SU S P E N D E D GY P S U M C E I L I N G WO O D M I L L W O R K MD F M I L L W O R K WO O D B L O C K I N G GY P S U M B O A R D ME T A L S T U D FR A M I N G 7/8"3 3/4"1"2 3/4" 3/8" 1 5/8" 5/8" 3/ 8 " 1/ 8 " 3/ 8 " 1/ 2 " 3/ 8 " 1/ 4 " 11" 11"5/8" 1 5/8" 3/8" 2 3/4"1"3 3/4" 7/8" SU S P E N D E D GY P S U M C E I L I N G WO O D M I L L W O R K MD F M I L L W O R K WO O D B L O C K I N G GY P S U M B O A R D ME T A L S T U D FR A M I N G 1/ 4 " 3/ 8 " 1/ 2 " 3/ 8 " 1/ 8 " 3/ 8 " 1" 1 1/4"3"3/4"1 3/4"3 3/8" 1/2" 1 1/8"3 3/8"2 1/2" 1'-5 5/8" 3 3 / 8 " 3/ 8 " 1" 3/ 8 " 1 1 / 2 " 1/ 4 " 1 1 / 8 " 1/ 4 " 3/ 4 " 1 1 / 4 " 1 1 / 4 " DE C O R A T I V E C A R V I N G WO O D M I L L W O R K MD F M I L L W O R K WO O D B L O C K I N G GY P S U M B O A R D ME T A L S T U D G Y P S U M WA L L M I L L W O R K 6 1 / 2 " 10 1/4" SU S P E N D E D G Y P S U M C E I L I N G 2" 2" 1" 5/8" 5/8" 1 1/4" 1 1/4"1" 7/8" 2 1/4" 1/2" 1 1/8" 1/8" 2" 1/4"1/4" 3/4"2 3/8"1 5/8" WO O D M I L L W O R K WO O D B L O C K I N G MD F M I L L W O R K GY P S U M B O A R D W A L L SU S P E N D E D GY P S U M C E I L I N G WA L L M I L L W O R K DE C O R A T I V E C A R V I N G TR I M 1 5 1/ 2 " 1/ 2 " 7/ 8 " 1/ 2 " 1/ 8 " 7/ 8 " 1/ 8 " 1" 1/ 4 " 3/ 4 " 1/ 4 " 2 1 / 4 " 1 1/2" 1 1/2" 5/8" 5/8" 1/2" 1/2" 1"1" 5"3" WO O D M I L L W O R K WO O D B L O C K I N G MD F M I L L W O R K FI N I S H F A C E OF P A R T I T I O N SU S P E N D E D GY P S U M C E I L I N G WA L L M I L L W O R K MD F M I L L W O R K WO O D M I L L W O R K 7/8" 3 7/8"2" 1/2"3/4" 2 3/8"1 5/8"1 1/2"1'-0"1"3 1/4" 1 1/4" 2 1/2" 1/2" 1/ 4 " 3/ 8 " 3/ 8 " 1/ 2 " 1" 2 1 / 4 " 1" 1/ 4 " 1" 1" 1/ 8 " 1 3 / 8 " 1/ 4 " 1/ 8 " 1 1 / 2 " 1 1/2" 5/8" 1/2" 1" DE C O R A T I V E CA R V I N G T R I M 1 5 3/8" 3 5/8"2"4 3/4" WO O D M I L L W O R K WO O D B L O C K I N G MD F M I L L W O R K GY P S U M BO A R D W A L L SU S P E N D E D GY P S U M C E I L I N G DE C O R A T I V E C A R V I N G TR I M 1 5 1/2" 2 1/2" 1 1/4" 3 1/4"1" 1" 5/ 8 " 1/ 8 " 1/ 4 " 1/ 4 " 1/ 4 " 1/4"1 /4 " WO O D M I L L W O R K WO O D B L O C K I N G MD F M I L L W O R K GY P S U M B O A R D W A L L SU S P E N D E D GY P S U M C E I L I N G WA L L M I L L W O R K 1 3/8"1/4"3/8"3/8"3/8"WOOD MILLWORK WOOD BLOCKING MDF MILLWORK GYPSUM BOARD WALLSUSPENDEDGYPSUM CEILING WALL MILLWORK3/4"3 3/4"1 1/8"3/4"4 5/8"1 1/4"3 1/2"2 3/8"1 1/8"5 1/8"1 1/2"1 1/2"2 7/8"7/8"5/8"2 3/8"3/4"3 1/2" 2" 1/ 4 " 1/ 8 " 1" 1/ 8 " 1/ 4 " 1 1 / 4 " 1/ 4 " 10 5 / 8 " 3/ 4 " 1/ 8 " 1/ 8 " 3/ 4 " 1/ 8 " 3 1 / 4 " 1'-9"SUSPENDED GYPSUM CEILING METAL STUD FRAMING WOOD MILLWORK WOOD BLOCKING MDF MILLWORK GYPSUM BOARD1 5/8"1 1/4"3/4" 1/2"3/4" 1/2" 1 1/2" 7/8" 1/4"1 1/8" 7/8"1/4" 1 3/4"3 1/8"3 5/8" 3/8" 1" 1/ 2 " 1/ 8 " 1/ 4 " 1/ 4 " 7/ 8 " 3/ 8 " 1/2" 1/2" 4 1/8" 1/4" WO O D M I L L W O R K MD F M I L L W O R K WO O D B L O K I N G WA L L W I L L W O R K SU S P E N D E D G Y P S U M CE I L I N G WO O D M I L L W O R K MD F M I L L W O R K WO O D B L O K I N G SU S P E N D E D G Y P S U M CE I L I N G 1" 3/8" 3 5/8"3 1/8" 3/8" 1 3/8"1 1/8" 1/ 2 " 1 1 / 4 " 1/ 4 " 1/ 4 " 1/ 8 " 1/ 2 " 1 / 2 "1/2" 4 1/8" 1 / 4 " FA C E O F P A R T I T I O N SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 4:40:00 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt CEILING DETAILS AE567Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 3 " = 1 ' - 0 " A1 CE I L I N G D E T A I L SC A L E : 3 " = 1 ' - 0 " A2 CE I L I N G D E T A I L SCALE: 3" = 1'-0"A5CEILING DETAIL SC A L E : 3 " = 1 ' - 0 " A4 CE I L I N G D E T A I L SC A L E : 3 " = 1 ' - 0 " A3 CE I L I N G D E T A I L SC A L E : 3 " = 1 ' - 0 " D3 CE I L I N G D E T A I L SC A L E : 3 " = 1 ' - 0 " B2 CE I L I N G D E T A I L SC A L E : 3 " = 1 ' - 0 " B1 CE I L I N G D E T A I L SC A L E : 3 " = 1 ' - 0 " B3 CE I L I N G D E T A I L SC A L E : 3 " = 1 ' - 0 " B4 CE I L I N G D E T A I L SCALE: 3" = 1'-0"B5CEILING DETAIL SC A L E : 3 " = 1 ' - 0 " D4 CE I L I N G D E T A I L SC A L E : 3 " = 1 ' - 0 " D2 CE I L I N G D E T A I L SC A L E : 3 " = 1 ' - 0 " D1 CE I L I N G D E T A I L 4 3/4"1/2"1 5/8"1/2"3/4"1 3/4"1/8"3/4"2 1/4"3/4"1/2"7/8"10 1/8"1 1/8"3 1/4"1 1/8"1 1/8"1 3/4"1 5/8"2"2 3/8"R=2'-1 1/4"1/2"1/2"3/8"3/8"1"1/4"1/8"3/4"1/8"1/4"1/2"1/8"1/8"7/8"1 1/2"MDF MILLWORKWOOD MILLWORKWOOD BLOCKINGCOVE LIGHTING 'L' METAL ANGLEGFRGMETAL STUD FRAMING GYPSUM BOARD1 1/4"5/8"5 1/4"5/8"1 1/4"1/2"1 1/8"R= 2'-1 1/4"5/8"GFRGMDF MILLWORKWOOD MILLWORKWOOD BLOCKINGSUSPENDED GYPSUM CEILING 2 1/2"1" 7/8" 2 1/4" 1/2" 1 1/8"2 3/8" 1/4"3/4" 2 3/8"1 5/8"1 1/2"1'-0" 1/ 8 " 1/ 4 " 7/ 8 " 1/ 2 " 1/ 8 " 7/ 8 " 1/ 8 " 1/ 2 " 1/ 2 " 1/ 4 " 3/ 4 " 1/ 4 " 2 1 / 4 " 11 1 / 2 " 1" 1/2" 1 1/2" 1 1/2" 5/8" 5/8" 1/2" 1/2"1" 1" 2" 2 1 / 4 " CO V E L I G H T 'L ' S T E E L A N G L E 1"11"1 1/2"1 5/8"2 3/8" 3/4" 1/4" 2 3/8"1 1/8" 1/2" 2 1/8" 7/8" 3 3/4" 1"8"10 1/4" 3 1 / 2 " 10 " 3 1 / 2 " 8 5 / 8 " 3 1 / 2 " 10 " 3 1 / 2 " 1/ 8 " 1/ 4 " 7/ 8 " 1/ 2 " 1/ 8 " 7/ 8 " 1/ 8 " 1" 1/ 4 " 3/ 4 " 1/ 4 " 2 1 / 4 " 3 3/8"3 1/2" 1/2" 2 1/4"7/8" 2 1 / 4 " 1/ 4 " 3/ 4 " 1/ 4 " 1" 1 1 / 8 " 1/ 2 " 7/ 8 " 1/ 4 " 1/ 8 " 1" SU S P E N D E D GY P S U M C E I L I N G WO O D M I L L W O R K MD F M I L L W O R K WO O D B L O C K I N G GY P S U M B O A R D ME T A L S T U D F R A M I N G MD F M I L L W O R K WO O D M I L L W O R K MD F M I L L W O R K WO O D B L O C K I N G 1 1/2" 1 1/2" 5/8"5/8" 1/2" 1/2" 1" 1" 1 3/4" PR O V I D E D I A G O N A L S T U D B R A C I N G , SE E S P E C I F I C A T I O N S 2 3/8"1 5/8"1 1/2"1'-0"1"3 1/4"5/8" 3/8"1/4" 2 1/2"1/2" 1" 1/ 2 " 1/ 8 " 1/ 4 " 3/ 8 " 1/ 4 " 1 1 / 2 " 1/ 8 " 1/ 4 " 7/ 8 " 1/ 2 " GY P S U M C E L I N G WO O D B L O C K I N G FA C E O F P A R T I T I O N MD F M I L L W O R K WO O D M I L L W O R K 1"1" 3 / 8 " 1/4" WO O D M I L L W O R K CO V E L I G H T I N G 'L ' M E T A L A N G L E WO O D M I L L W O R K MD F M I L L W O R K WO O D B L O C K I N G WO O D B L O C K I N G WO O D M I L L W O R K 2 3/8"1 5/8" 1 1/2" 11"1" 3/ 8 " 1/ 4 " 7/ 8 " 1/ 4 " 3 1 / 2 " 10 " 3 1 / 2 " 7/8"2 1/4" 1/2" 1 1/8"2 3/8" 1/4"3/4" 2 3/8"1 5/8" 1 1/2" 11"1" 2" 1/ 2 " 3/ 4 " 1 1 / 4 " 1/ 8 " 7/ 8 " 1/ 8 " 5/ 8 " 7/ 8 " 1/ 8 " 1/ 8 " 2 1 / 8 " 2" 1 3/4" 1 1/2" 1 1/2" 5/8" 5/8" 1/2" 1/2" 1"1" 1 " 1 " MD F M I L L W O R K GY P S U M B O A R D LI G H T F I X T , S E E E L E C (3 ) 1 / 4 " G Y P S U M B O A R D ME T A L S T U D FR A M I N G CO V E L I G H T GF R G D O M E MD F M I L L W O R K WO O D M I L L W O R K WO O D M I L L W O R K RA D I U S = 7 ' - 2 " 7/8"1 1/8"3 3/4"1 1/4"4 5/8"3/4" 3/4" 3/8" 3 7/8"1" 2 3 / 8 " 6 1 / 2 " 1/ 4 " 3/ 4 " 7 3 / 4 " 3/ 8 " 3/ 8 " 3/ 8 " 1/ 4 " BL O C K I N G 1"6"6"1"1"2 1/2"1/2"1/2"GYPSUM BOARDWOOD MILLWORKMDF MILLWORKGYPSUM BOARD CEILING METAL STUD FRAMING CL GY P S U M C E I L I N G WO O D M I L L W O R K MD F M I L L W O R K 5/ 8 " 3" 11 " 3" 5/ 8 " 3/4"3/4" 3/ 8" PR O V I D E B L O C K I N G T Y P . 2 5 / 8 " 1/ 2 " 3/ 8 " 3 1 / 2 " 3" 5/ 8 " 3/4"3/4" 3/4"2 1/4"3/4" GY P S U M C E I L I N G WO O D M I L L W O R K GY P S U M B O A R D MD F M I L L W O R K WO O D M I L L W O R K WO O D B L O C K I N G ME T A L S T U D FR A M I N G FA C E O F P A R T I T I O N 3/8" CE I L I N G CO N T I N U O U S N O N - H A R D E N I N G AC C O U S T I C A L S E A L A N T (2 ) L A Y E R S 5 / 8 " G Y P S U M B O A R D AC O U S T I C A L B A T T IN S U L A T I O N CE I L I N G F R A M I N G , P E R S P E C SC H E D U L E D P A R T I T I O N GYPSUM BOARD SUSPENDED GYPSUM CEILING FRAMING ACOUSTICAL PLASTER SYSTEM MILLWORK SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/25/2012 10:07:54 AM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt CEILING DETAILS AE568Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SCALE: 3" = 1'-0"A5INSTRUCTION ROOM CEILING DETAIL (1)SCALE: 3" = 1'-0"C5INSTRUCTION ROOM CEILING DETAIL (2) SC A L E : 3 " = 1 ' - 0 " A1 GR A N D H A L L C E I L I N G D E T A I L ( 1 ) SC A L E : 3 " = 1 ' - 0 " A2 GR A N D H A L L C E I L I N G D E T A I L ( 2 ) SC A L E : 3 " = 1 ' - 0 " C1 GR A N D H A L L C E I L I N G D E T A I L ( 3 ) SC A L E : 3 " = 1 ' - 0 " C2 GR A N D H A L L C E I L I N G D E T A I L ( 4 ) SC A L E : 3 " = 1 ' - 0 " C4 GR A N D H A L L C E I L I N G D E T A I L ( 5 ) SCALE: 3" = 1'-0"E5GRAND HALL CEILING DETAIL (6) SC A L E : 3 " = 1 ' - 0 " E4 NO N P A T R O N W A I T I N G C E I L I N G D E T A I L ( 1 ) SC A L E : 3 " = 1 ' - 0 " E2 NO N P A T R O N W A I T I N G C E I L I N G D E T A I L ( 2 ) SC A L E : 1 " = 1 ' - 0 " E1 AC C O U S T I C A L C E I L I N G D E T A I L 6SEPT 25, 2012ADDENDUM 6SCALE: 3" = 1'-0"D5ACCOUSTICAL PLASTER CEILING DETAIL 6 6 3" 11 " 3" 1' - 5 " 1/2"1/2" HA R D W O O D E D G E T Y P . MD F M I L L W O R K 1" T Y P . WO O D B L O C K I N G AS R E Q U I R E D FI N I S H F A C E O F PA R T I T I O N S2 3" AE 5 7 0 B5 AE 5 7 0 A5 AE 5 7 0 E5 4 7/8"1' - 0"4' - 3 1/8"1' - 0"1' - 11"9"9' - 6"3"6"9" FA C E O F P A R T I T I O N MI L L W O R K MI L L W O R K WA L L B A S E GY P S U M B O A R D 3"9"5/8"1 5/8"1/2"2 3/4"7/8"3 5/8"7/8"10 7/8"1 1/4"6"3"1'-0"1'-11"9"1/2"1/2"1/8"1/8"1/4"3/8"1/2"1/2"2"1/8"MDF MILLWORK WOOD MILLWORK MDF MILLWORK WOOD BLOCKING AS REQUIREDFACE OF PARTITION 1/2"1/2"1/2"CASED OPENING TRIM, SEE DETAILS WHERE APPLICABLE 3"6" OR 5" REFER TO INT. ELEV.1/8"7/8"1 3/8"6 5/8"1/4"1/4"1/8"1/4"1/2"1/2"MDF MILLWORK STONE BASE WOOD BLOCKINGHARDWOODEDGEWOOD BLOCKING 1 1/4"5/8"1/2"1"2 7/8"1/2"9"3"1/4"1"1/4"1/2"1/2"1/2"1/2"1/2"1/4"WOOD MILLWORK WOOD BLOCKING MDF MILLWORK HARDWOOD EDGE TYP.LEVEL 1 100' - 0"4 7/8"1' - 0"4' - 3 1/8"1' - 0"1' - 11"11' - 9"CASE OPENINGAE570B5SIM. 3" 5" 1" 3 1 / 4 " 1 1 / 2 " 1 3 / 4 " 1/ 2 " MDF MILLWORK REFER TO CASE OPENING SCHEDULEHARDWOODEDGEWOOD BLOCKING 1/2"1/2" FACE OF PARTITION 3/4"1"1/2" 1 1 / 2 " 1 1 / 2 " 3 1 / 2 " 1" 3 1 / 2 " 1 1 / 2 " 1 1 / 2 " 3/4"1/2" 1/ 2 " FA C E O F P A R T I T I O N VE N E E R P A N E L WO O D M I L L W O R K 1. REFER TO SHEET AE 580 FOR DECORATIVE CARVINGSHEET NOTE 2 3 / 8 " 3" 2" 6" 2" 1" 3 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1/ 2 " 1/ 2 " HA R D W O O D E D G E T Y P . MD F M I L L W O R K FI N I S H F A C E O F P A R T I T I O N WO O D M I L L W O R K SU B S T R A T E BL O C K I N G 1"3"1"10 5/8"3" 1/4"1/2"3/4"3/4"3/4" 1/2" 1/2" 1/2" 3" HA R D W O O D E D G E T Y P . MD F M I L L W O R K WO O D B L O C K I N G AS R E Q U I R E D 3" VA R I E S S E E E L E V A T I O N 3" 1/2" 1/2" FI N I S H F A C E O F PA R T I T I O N 1" T Y P . WO O D M I L L W O R K MD F M I L L W O R K WO O D B L O C K I N G GY P S U M B O A R D FI N I S H F A C E OF P A R T I T I O N 3"5" 7/8" 3 3/4" 7/8" 2 3/4" 3/8" 1 5/8" 5/8" 5" MD F M I L L W O R K 1/ 4 " 3/ 8 " 1/ 2 " 3/ 8 " 1/ 8 " 3/ 8 " 1/ 2 " 1/ 2 " 2" 1/ 2 " 1/ 2 " 1/4" 7/8" 1/4" 7 1/4" 1/8" 3/8" 1/8" 9 1/4"6 1/4" 5/8"1/4" 2 5/8" 1/8" 1 3/4" 3/8" 2 7/8"2 1/4" 5/8" 3/4"2'-0 1/4"2 1/4" 5/8" 2 7/8"1 1/8"4" 5/8" 1 3/4" 5/8" 2'-6 3/8"2'-6 5/8"1'-1 3/4" 1/4" 7/8" 1/4" 1 1/4"4" 1/4" 1 3/4" 1/8" 3/8" 1/8" 9 1/4"1/4"1/2" 7/8" 1 3/4" 1 3/8" 1 1/2" 5/8"1/4" 1 5/8"1" 1/8" 1 3/4" 3/8" 2'-6 5/8"3 1/2" 3/4" 1 1/2"5"2 3/4" 5/8"2'-6 3/8"2'-6 5/8"1'-2" AR T G L A S S WO O D M I L L W O R K ME T A L S T U D FR A M I N G GY P S U M B O A R D CE I L I N G ME T A L S T U D FR A M I N G GY P S U M B O A R D GY P S U M BO A R D WO O D BL O C K I N G MD F MI L L W O R K WO O D F R A M E HA R D W O O D ED G E T Y P . ST E E L T U B E B E A M , PO S I T I O N V A R I E S , S E E P L A N WO O D B L O C K I N G 1 3 / 4 " 1/ 4 " 1/ 8 " 1/ 8 " 1/ 2 " 1/ 8 " 1/ 8 " 1/ 8 " 1/ 4 " 1/ 8 " 1/ 8 " 3/ 8 " 1/ 8 " 1/ 4 " 1/ 4 " 1/ 2 " 1' - 5 1 / 4 " 1/ 2 " 1 3 / 4 " 1/ 4 " 5/ 8 " 1/ 4 " 1/ 2 " 1/ 8 " 1/ 2 " 1/ 4 " 1/ 8 " 2 1 / 4 " 1/ 2 " 1/ 8 " 1/ 2 " 1/ 4 " 1 1 / 2 " 1/ 4 " 1/ 8 " 7/ 8 " 1/ 8 " 1/ 4 " 8 1 / 4 " 3/ 8 " 1/ 4 " 1/ 4 " 7/ 8 " 1/ 4 " 1 3/4" 1" 1/4" 1 1/8" 7/8" 1/4 " 1/ 4 " 3/ 4 " 1 1 / 4 " 1" 1 1 / 4 " 3/ 4 " 1/ 4 " 1 5/8"1 1/2" 3 / 8 " 3 / 8 " 1/2" 5/8" 2"3/4" 3/8"3/8" 1/4" 1/4" 1/2" 1/ 2 " 3/8 "1/4" 1/4"3/8" 1 1 / 8" 1 1/8" 1 1/8" 1 1 / 8 " 3/8"1/4" 1' - 3 3 / 4 " ST A I N L E S S ST E E L T O P R A I L AE 5 8 2 E5 1 1/4" 1" GA S K E T LI G H T F I X T U R E WH E R E O C C U R S CO O R D . W I T H E L E C . RO S S E T E CA R V I N G SO L I D B L O C K I N G 1/2" GY P S U M C E I L I N G MD F M I L L W O R K WO O D M I L L W O R K WO O D B L O C K I N G 2 1/2"1" 1" LE V E L 1 10 0 ' - 0 " 1/2"3 3/8"1'-11 3/4"3 3/8" 1/8"7/8" 1 3/8"6 5/8" 3" 1/ 8 " 1/ 4 " 1/ 4 " 1/ 2 " WO O D M I L L W O R K WO O D B L O C K I N G F. O . P T N WO O D M I L L W O R K RE F E R T O W I N D O W S C H E D U L E 1/2"3'-3 1/2" 6" S T R U C T U R A L ST U D S I L L SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/17/2012 3:49:06 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt MILLWORK DETAILS AE570Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012BHDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 3 " = 1 ' - 0 " B4 MI L L W O R K D E T A I L SC A L E : 1 / 2 " = 1 ' - 0 " D4 EN T R Y M I L L W O R K D E T A I L ( 1 ) SCALE: 3" = 1'-0"B5DETAIL SCALE: 3" = 1'-0"A5DETAILSCALE: 3" = 1'-0"E5DETAIL SC A L E : 3 " = 1 ' - 0 " A4 EN T R Y 1 0 1 D E T A I L SC A L E : 3 " = 1 ' - 0 " A3 EN T R Y P O R T A L D E T A I L SC A L E : 3 " = 1 ' - 0 " A2 BA P T I S T R Y C H A P E L S U R R O U N D D E T A I L SC A L E : 3 " = 1 ' - 0 " C4 DE T A I L SC A L E : 3 " = 1 ' - 0 " C2 MI L L W O R K D E T A I L SC A L E : 3 " = 1 ' - 0 " C3 PA S S T H R U D E T A I L SC A L E : 3 " = 1 ' - 0 " B3 MI L L W O R K D E T A I L SC A L E : 3 " = 1 ' - 0 " C1 MI L L W O R K D E T A I L 3SEPT 10, 2012ADDENDUM 3 4SEPT 17, 2012ADDENDUM 4 3 3 3 3 4 4 4 4 LE V E L 1 10 0 ' - 0 " 7"3' - 3"6 1/2"10 3/4"13' - 11 1/4"9" 19' - 11 1/2" AE 5 7 2 B3AE 5 7 1 B1 AE 5 7 1 C4 PA I N T E D MI L L W O R K WO O D F I N I S H MI L L W O R K ST O N E B A S E LE V E L 1 10 0 ' - 0 " 6 7"3' - 3" 6 1/2" 2' - 5"3' - 5 1/2" 3" 8' - 5" 3 1/2" 9" 19' - 11 1/2" AE 5 7 1 A2 AE 5 7 1 B2 AE 5 7 1 C2 AE 5 7 1 B4 RO S S E T E C A R V I N G CE L T I C K N O T L E V E L 1 BA S R E L I E F GL A S S TU B E S T E E L R E F E R TO S T R U C T U R A L 4 5 / 8 " 1 7 / 8 " 5 1 / 2 " LE V E L 1 10 0 ' - 0 " 7"3' - 3"6 1/2"2' - 5"3' - 5 1/2"3"8' - 8 1/2"9" 19' - 11 1/2" AE 5 7 1 A3AE 5 7 1 B3 AE 5 7 1 C3 RO S S E T E C A R V I N G CE L T I C K N O T L E V E L 1 BA S R E L I E F WO O D P A N E L I N G LE V E L 1 10 0 ' - 0 " 7 7"3' - 3"6 1/2"2' - 5" 9 1/2" 11' - 1 1/2" 6 1/8" 9" 19' - 11 1/2" AE 5 7 2 B1 AE 5 7 1 A5 A2 AE 5 7 2 BA S R E L I E F WO O D M I L L W O R K RO S S E T E C A R V I N G CE L T I C K N O T L E V E L 1 LEVEL 1 100' - 0"M 9"2' - 11"8 1/2"2' - 5"9 3/8"9' - 4 1/2"2' - 3 1/8"9"AE571A4AE571B5AE572B2ROSSETE CARVING CELTIC KNOT LEVEL 1WINDOW SYSTEM WINDOW SYSTEM2 1/4"STEEL TUBE 13'-1 1/2" 1/2" DE C O R A T I V E C A R V I N G TR I M 2 WO O D M I L L W O R K CO V E L I G H T I N G WO O D M I L L W O R K BL O C K I N G A S R E Q U I R E D FA C E O F P A R T I T I O N VE N E E R P A N E L 3 1/2" 1/2" 1/8" 3/8" 1 1/2" 5/8" 7 1/8"1"2 3/4"5 3/8"1 1/8" 1 5/8" 6 3/8" 5/8" 1 1/2" 3/8" 1/8" 1/2" 3 1/2" 1 1 / 2 " 1/ 4 " 1/ 8 " 7/ 8 " 2" 1/ 2 " 2 5 / 8 " 1/ 8 " 2 5 / 8 " 1/ 8 " 1 5 / 8 " 1/ 4 " 1 1 / 2 " 1/ 4 " 1/ 8 " 7/ 8 " 1 3/4" 1/4" 1 3/4" 1/4" 1 1 / 2 " 1/ 4 " 1/ 8 " 7/ 8 " 2 5 / 8 " 1/ 8 " FA C E O F P A R T I T I O N MD F M I L L W O R K WO O D M I L L W O R K BL O C K I N G 3 1/2" 1/2" 1/8"3/8" 1 1/2" 5/8" 7" 1 3/4" LE V E L 1 10 0 ' - 0 " 6 1"2" 7/8" 1 3/8"6 5/8" 1/ 4 " 1/ 4 " 1" 1" 1/ 2 " 4 1 / 2 " 1/ 2 " 1 5 / 8 " 1 1 / 2 " 1/ 8 " 1/ 4 " 1/ 4 " RE F E R T O W I N D O W SC H E D U L E WO O D M I L L W O R K ST O N E B A S E WO O D B L O C K I N G ST O N E B A S E 2 1 / 8 " 5" 4 1 / 8 " GL A S S 6 1"2" 1" 1/4" 1/2" 1/4" 1" 2"1" 2 1 / 4 " 1/ 2 " 4 1 / 2 " 1/ 2 " 2 1 / 4 " 2 1 / 4 " 1/ 2 " 4 1 / 2 " 1/ 2 " 2 1 / 4 " CL 4 5 / 8 " 5" 5" WO O D W I N D O W F R A M E GL A S S WO O D M I L L W O R K WO O D B L O C K I N G GL A S S BA S R E L I E F P A N E L 1 1 / 2 " 1 1 / 8 " 1/ 8 " 1/2" 1/8" 3/8" 1 1/2" 5/8" 1 1 / 2 " 1/ 4 " 1/ 8 " 7/ 8 " MD F M I L L W O R K WO O D B L O C K I N G WO O D M I L L W O R K MD F S U B S T R A T E FA C E O F P A R T I T I O N 1 3/4" 6 1 1/4"3 1/2"2 1/2"2"1" 3/ 8 " 3/ 8 " 3/ 4 " 1 7 / 8 " 1/ 2 " 4 1 / 2 " 1 1/4"3 1/2"2 1/2"2"1"3/ 8 " 3/ 8 " 3 1 / 4 " 1/ 2 " 3/ 4 " 7/ 8 " 7 1 / 2 " 2 1 / 4 " MD F S U B S T R A T E VE N E E R P A N E L WO O D M I L L W O R K HA R D W O O D E D G E RE F E R T O W I N D O W SC H E D U L E WO O D B L O C K I N G GL A S S RO S S E T E C A R V I N G LE V E L 1 10 0 ' - 0 " 1"2" 1/8"7/8" 1 3/8"6 5/8" 1 1 / 4 " 1 1 / 2 " 2 1 / 8 " 1/ 8 " 1/ 4 " 1/ 4 " VE N E E R P A N E L WO O D M I L L W O R K ST O N E B A S E WO O D B L O C K I N G FA C E O F P A R T I T I O N 1"2"1"1"1"2"1" 1 1 / 4 " 1 1 / 2 " 5/ 8 " 1 1 / 4 " 1 1 / 2 " 5/ 8 " VE N E E R P A N E L WO O D M I L L W O R K WO O D B L O C K I N G FA C E O F P A R T I T I O N 1"2" 1 1 / 4 " 1 1 / 2 " 2 1 / 8 " VE N E E R P A N E L WO O D M I L L W O R K WO O D B L O C K I N G FA C E O F P A R T I T I O N EN T A B L A T U R E LEVEL 1 100' - 0"7 4 1/2"1/2"1/2"5/8"1/8"7/8"1 3/8"6 5/8"3 1/2"7 1/8"3/8"1/8"1/2"3/8"1/2"STONE BASE WOOD BLOCKINGWOOD BLOCKINGMDF SUBSTRATEWOOD MILLWORK FACE OF PARTITION 5/8"1/8"1/4"1/4"VENEER PANEL LEVEL 1 100' - 0" M 1 1/2"1/2"1'-11 1/8"1/2"1 1/2"1"1 3/8"6 5/8" 1/ 4 " 1/ 4 " 6 1 / 2 " RE F E R T O W I N D O W SC H E D U L E AL U M I N U M P A N E L FI N I S H T O M A T C H W I N D O W SY S T E M ST O N E B A S E SN A P I N S Y S T E M FA C E O F P A R T I T I O N 6 1 / 4 " 1/ 4 " 1/ 2 " 1 7 / 8 " M 1 1/8"3 5/8"2 3/8"4"1"3/8"3 1/2"1/2"3/8"3/8"1 7/8"3/4"3/8"3/4"1 5/8"1/2"DECORATIVE CARVING TRIM 3MDF SUBSTRATEVENEER PANELHARDWOODEDGE WOOD MILLWORKWOODMILLWORK2 1/2"REFER TO WINDOW SCHEDULE3/4"ROSSETE CARVING1. REFER TO SHEET AE 580 FOR DECORATIVE CARVINGSHEET NOTE SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/17/2012 8:56:22 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt MILLWORK DETAILS AE571Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012BHDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 2 " = 1 ' - 0 " D1 BA P T I S T R Y M I L L W O R K D E T A I L ( 1 ) SC A L E : 1 / 2 " = 1 ' - 0 " D2 BA P T I S T R Y M I L L W O R K D E T A I L ( 2 ) SC A L E : 1 / 2 " = 1 ' - 0 " D3 BA P T I S T R Y M I L L W O R K D E T A I L ( 3 ) SC A L E : 1 / 2 " = 1 ' - 0 " D4 BA P T I S T R Y M I L L W O R K D E T A I L ( 4 ) SCALE: 1/2" = 1'-0"D5BAPTISTRY MILLWORK DETAIL (5) SC A L E : 3 " = 1 ' - 0 " B1 BA P T I S T R Y M I L L W O R K D E T A I L ( 7 ) SC A L E : 3 " = 1 ' - 0 " C4 BA P T I S T R Y M I L L W O R K D E T A I L ( 9 ) SC A L E : 3 " = 1 ' - 0 " A2 BA P T I S T R Y M I L L W O R K D E T A I L ( 1 0 ) SC A L E : 3 " = 1 ' - 0 " B2 BA P T I S T R Y M I L L W O R K D E T A I L ( 1 1 ) SC A L E : 3 " = 1 ' - 0 " B4 BA P T I S T R Y M I L L W O R K D E T A I L ( 1 2 ) SC A L E : 3 " = 1 ' - 0 " C2 BA P T I S T R Y M I L L W O R K D E T A I L ( 1 3 ) SC A L E : 3 " = 1 ' - 0 " A3 BA P T I S T R Y M I L L W O R K D E T A I L ( 1 4 ) SC A L E : 3 " = 1 ' - 0 " B3 BA P T I S T R Y M I L L W O R K D E T A I L ( 1 5 ) SC A L E : 3 " = 1 ' - 0 " C3 BA P T I S T R Y M I L L W O R K D E T A I L ( 1 6 ) SCALE: 3" = 1'-0"A5BAPTISTRY MILLWORK DETAIL (17) SC A L E : 3 " = 1 ' - 0 " A4 BA P T I S T R Y M I L L W O R K D E T A I L ( 1 9 ) SCALE: 3" = 1'-0"B5BAPTISTRY MILLWORK DETAIL (20)4SEPT 17, 2012ADDENDUM 44 4 4 DE C O R A T I V E C A R V I N G TR I M 2 DE C O R A T I V E C A R V I N G TR I M 2 WO O D M I L L W O R K VE N E E R P A N E L 1 1/2" 1/4" 7/8"7"5/8"1 1/2" 3/8"1/8" 1/2"3 1/2" 1" 1/ 4 " 1/ 8 " 7/ 8 " 1 3/4" 1/4" 1 1 / 8 " 7" 5/ 8 " 1 1 / 2 " 3/ 8 " 1/ 8 " 1/ 2 " 3 1 / 2 " 7 3/4" 1 3/4" 3/8" 1 7/8" 3/4" 2 3/4" 5/8" 2 1/8" 10 7/8" 1 1/4" 3 1/2"2 1/2" 3/4"1 1/8" 2 1/4" 1/8" 4 1/8"1" 3/ 8 " 3/ 8 " 3/ 4 " 5/ 8 " 1/ 8 " 1/ 2 " 1/ 8 " 3/ 8 " 1/ 8 " 1 1 / 4 " 3/8"3/8" 3/8" 7/8"7/8" RO S S E T E CA R V I N G DE C O R A T I V E CA R V I N G - T R I M 1 CO V E L I G H T I N G 'L ' S H A P E D M E T A L AN G L E WO O D M I L L W O R K WO O D M I L L W O R K WO O D B L O C K I N G MD F S U B S T R A T E 3 1 / 2 " 7 1 / 8 " 1/ 8 " 1/ 8 " 3/ 4 " 1/ 8 " 1/ 4 " WO O D B L O C K I N G FA C E O F P A R T I T I O N 3 1/4" 1/2" 2" 1 5 / 8 " 1 5/8" M 6 1/2" 5/8" 1 1/8" 3/8" 2 7 / 8 " 3/ 4 " 1" 3 3 / 4 " 1/ 8 " 3/ 4 " 1/ 8 " 1 3/4" MD F S U B S T R A T E MD F M I L L W O R K FA C E O F P A R T I T I O N RE F E R T O W I N D O W SC H E D U L E EN T A B L A T U R E R E F E R TO C E I L I N G D E T A I L WO O D M I L L W O R K M 1/ 2 " 3 1 / 2 " 3/ 8 " 1" 3 7 / 8 " 6 3 / 4 " 2 3 / 4 " 6 3 / 4 " 4" 1" 3/ 8 " 3 1 / 2 " 1/ 2 " 1/2" 1 5/8" 3/4" 1 1/8" 1 7/8" 1/4" FA C E O F P A R T I T I O N WO O D M I L L W O R K 1/4"5 1/8" WO O D B L O C K I N G VE N E E R P A N E L HA R D W O O D E D G E DE C O R A T I V E C A R V I N G TR I M 3 2 1/2"3 3/8" DE C O R A T I V E C A R V I N G TR I M 3 7 3 / 8 " 1' - 8 " 7 3 / 8 " 2 1/4" ST R U C T U R A L S T E E L T U B E U P T O D E C K 1 1/2" 1/4"1/8" 3/4" 1/8" 3/8" 3 1 / 2 " 1/ 2 " 1/ 8 " 3/ 8 " 1 1 / 2 " 5/ 8 " 7 1 / 8 " 1" DE C O R A T I V E C A R V I N G TR I M 2 1/2" 1 3/4" 1/4" MD F M I L L W O R K FA C E O F P A R T I T I O N ST O N E P I L A S T E R WO O D M I L L W O R K LE V E L 1 10 0 ' - 0 " 1' - 4 5/8" 8 5/8"4 3/4" 6' - 11" 4 3/4" 3 5/8" 2' - 7 1/4"9" AE 5 7 2 A5 AE 5 7 2 B5 AE 5 7 2 D5 PR O J E C T I O N S U R F A C E WA I N S C O T LE V E L 1 10 0 ' - 0 " 1' - 4 5/8"8' - 8 3/4"2' - 7 1/4" AE 5 7 2 A4 AE 5 7 2 B4 13'-5 5/8" 9" PA I N T E D M U R A L B Y O W N E R WA I N S C O T WA L L B A S E AE 5 7 2 A5 LEVEL 1 100' - 0"2"4 1/4"1/8"7/8"1 3/8"6 5/8"1/4"1/4"1/4"1 3/4"1/4"STONE BASEBLOCKINGMDF SUBSTRATEWOOD WAINSCOTING 1 1/4"2 1/8"1/4"1/4"1/8"1/4"1/8"1 1/2"1/4"1/2"2"1/2"1/4"4 1/4"2"1/4"1/4"1/4"1/4"1 3/4"1/4"1/2"1/8"3/8"ALIGN MDF SUBSTRATEWOOD WAINSCOTINGWOOD MILLWORK3/4"3 1/4"3/4"3 5/8"3/4"1/2"DECORATIVE WOOD CARVING SIMILAR TO TRIM 7 SCALED TO SIZEDECORATIVE WOOD CARVING SIMILAR TO TRIM 6 SCALED TO SIZEPAINTED PROJECTION SURFACE, PAINTED GYP 3 3/8"WOOD BLOCKINGDECORATIVE WOOD CARVING SIMILAR TO TRIM 7 SCALED TO SIZE PROJECTION SURFACE,PAINTED GYPFACE OF PARTITIONWOOD MILLWORK 3/4"1 1/8"1/2"1 1/8"1/2"1'-0 1/8"1/2"1 3/8"3/8"5/8"2 3/4"1 1/8"3/4"4"3/4"3 1/4"3/4"1/4"1/8"1/8"1"3/8"1/4"1/4"1/8"3/8"2 1/4"3/8"3/8"DECORATIVE CAST ALUMINUM GRILLEWOOD BLOCKING WOOD MILLWORKMDF MILLWORKFACE OF PARTITION 1/8"3/4"1/4"DECORATIVE WOOD CARVING SIMILAR TO TRIM 6 SCALED TO SIZE WO O D B L O C K I N G WO O D M I L L W O R K MD F M I L L W O R K FA C E O F P A R T I T I O N 1 1/8" 1/2" 1'-0 1/8" 1/2" 1 3/8" 3/8"5/8" 1"1/ 8 " 3/ 8 " 2 1 / 8 " 1 7 / 8 " 3/ 4 " 1/ 8 " 1/ 4 " 1/ 4 " 3/8" 3/8" PA I N T E D M U R A L BY O W N E R DE C O R A T I V E C A S T AL U M I N U M G R I L L E 1/4" 1/2" 2" 1/2" 1/4" 4 1/4"2" 1/ 8 " 2 7 / 8 " 1/ 4 " 1/ 8 " 3/ 8 " 1/ 4 " 1/ 4 " 1/ 4 " 1 3 / 4 " 1/ 2 " AL I G N MD F S U B S T R A T E WO O D W A I N S C O T I N G WO O D B L O C K I N G PA I N T E D M U R A L BY O W N E R WO O D M I L L W O R K FA C E O F P A R T I T I O N 3 1/2" 1/2" 1/8" 3/8" 1 1/2" 5/8" 7 1/8"1" 1/8"7/8" 1 3/8"6 5/8" 1/2"DE C O R A T I V E CA R V I N G VE N E E R P A N E L MD F M I L L W O R K WO O D B L O C K I N G ST O N E B A S E FA C E O F P A R T I T I O N 3/ 4 " 3/ 4 " 1/ 8 " 1/ 8 " 1/ 8 " 3/ 4 " 1/ 8 " 1 / 4 " 1 3 / 4 " 2 7 / 8 " 1/ 8 " 1/ 4 " 1/ 4 " 7 3/ 4 " M D F M I L L W O R K PA R T I T I O N F A C E 1 1/8" 1" 1 1/2" 1 1/4" 2 1/4"3 1/2" 1" 2" 1 3 / 4 " 5 1 / 4 " 1 3 / 4 " 3" WO O D M I L L W O R K HA R D W O O D E D G E 1. REFER TO SHEET AE 580 FOR DECORATIVE CARVINGSHEET NOTE SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/17/2012 6:44:40 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt MILLWORK DETAILS AE572Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012BHDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 3 " = 1 ' - 0 " A3 BA P T I S T R Y M I L L W O R K D E T A I L SC A L E : 3 " = 1 ' - 0 " B1 BA P T I S T R Y M I L L W O R K D E T A I L SC A L E : 3 " = 1 ' - 0 " B2 BA P T I S T R Y M I L L W O R K D E T A I L SC A L E : 3 " = 1 ' - 0 " E1 BA P T I S T R Y M I L L W O R K D E T A I L SC A L E : 3 " = 1 ' - 0 " D2 BA P T I S T R Y M I L L W O R K D E T A I L SC A L E : 1 / 2 " = 1 ' - 0 " D3 IN S T R U C T I O N A M I L L W O R K D E T A I L SC A L E : 1 / 2 " = 1 ' - 0 " D4 IN S T R U C T I O N A M I L L W O R K D E T A I L SCALE: 3" = 1'-0"A5INSTRUCTION A MILLWORK DETAILSCALE: 3" = 1'-0"B5INSTRUCTION A MILLWORK DETAILSCALE: 3" = 1'-0"D5INSTRUCTION A MILLWORK DETAIL SC A L E : 3 " = 1 ' - 0 " B4 IN S T R U C T I O N A M I L L W O R K D E T A I L SC A L E : 3 " = 1 ' - 0 " A4 IN S T R U C T I O N A M I L L W O R K D E T A I L SC A L E : 3 " = 1 ' - 0 " B3 BA P T I S T R Y M I L L W O R K D E T A I L ( 6 ) SC A L E : 3 " = 1 ' - 0 " A2 BA P T I S T R Y M I L L W O R K D E T A I L 4SEPT 17, 2012ADDENDUM 4 4 4 4 LE V E L 1 10 0 ' - 0 " 7 5/8"3' - 4 1/4" 3 7/8" 11' - 3 5/8" 3 7/8"5 7/8" 1' - 2" AE 5 7 3 A3 AE 5 7 3 C3 AE 5 7 3 C4 WA I N S C O T GY P S U M B O A R D WA L L B A S E 11 AE 5 7 3 A5 AE 5 7 3 C5 1' - 2"8"12' - 5"2' - 8 3/8"7 5/8" 17' - 7" LEVEL 1 100' - 0" 11 C2 AE 5 7 3 1' - 2"8"14' - 6 5/8"6 7/8"7 5/8"17' - 7" AE 5 7 3 A2 AE 5 7 3 B2 ROUND PILASTER LE V E L 1 10 0 ' - 0 " 3/ 4 " 3/ 4 " 3/ 4 " 3/ 4 " 1/ 8 " 1/ 8 " 1 1/4"4 1/8"1 1/4"3 1/8"2 3/8"2 5/8"11 1/8"2 5/8"2 3/8"3 1/8" 1/8"7/8" 1 3/8"5 1/4" 1 1 / 2 " 1/ 4 " 3/ 8 " 2" 1/ 4 " 2 7 / 8 " 1/ 8 " 5/ 8 " 2 5 / 8 " 1" WO O D M I L L W O R K WO O D B L O C K I N G MD F M I L L W O R K WO O D M I L L W O R K ST O N E B A S E FA C E O F P A R T I T I O N 1 / 2 " 3 1/2" 1'-4 3/8" 1/ 8 " 3 1/2 " 3/4"3/4" 3/ 8 " 1/ 4 " 1/ 8 " 1/ 4 " 1/ 4 " LE V E L 1 10 0 ' - 0 " WO O D M I L L W O R K WO O D B L O C K I N G WO O D M I L L W O R K WO O D M I L L W O R K AI R R E T U R N GR I L L E RE T U R N A I R C A V I T Y AN D D U C T B E H I N D DE C O R A T I V E G R I L L E T O BE P A I N T E D F L A T BL A C K ST O N E B A S E FA C E O F P A R T I T I O N 1 1/4"4 1/8"1 1/4"3 1/8"2 3/8"1'-4 3/8"2 3/8"3 1/8" 1/8" 7/8"1 3/8"5 1/4" 3/ 8 " 1/ 2 " 1/ 4 " 1/ 8 " 1/ 4 " 1/ 4 " 3 / 4 " 3 1 / 2 "3/4" 3 1/2" 'L ' S H A P E D ST E E L A N G L E A T AL L S I D E S MA G N E T I C S T R I P AT T A C H E D T O GR I L L E - A L L AR O U N D 5/8"3/ 8 " 1/2"3/4"1/4" 1/4" 3/4" 1 1 / 2 " 1 3 / 8 " 3/ 8 " DE C O R A T I V E C A R V I N G TR I M 9 1/2"2 5/8"3/4" 1" 1/ 4 " 1/ 4 " MD F M I L L W O R K FA C E O F P A R T I T I O N 3 / 8 " HA R D W O O D E D G E LEVEL 1 100' - 0"11 1/2"4 3/8"1/2"1'-10 1/4"1/2"4 3/8"1/8"7/8"1 3/8"5 1/4"3 7/8"7/8"1/8"1/4"1/4"3/4"3/4"1/2"1/2"2 7/8"1/4"1/4"1/4"REFER TO WINDOW SCHEDULE FACE OF PARTITIONWOOD MILLWORK WOOD MILLWORK WOOD BLOCKINGSTONE BASE1 1/2"1/2"1/2"2 7/8"1/2"1/2"2 7/8"MDF MILLWORK 3 5 / 8 " 1/ 4 " 7/ 8 " 1/ 4 " 5/8"2 3/4"5"1 1/2"4 1/8" 3/8"1 1/2" 1 5/8" MD F M I L L W O R K HA R D W O O D E D G E T Y P . WO O D M I L L W O R K WO O D B L O C K I N G WO O D M I L L W O R K WO O D M I L L W O R K 11 DECORATIVE CARVINGDECORATIVE CARVING TRIM 3 0"1/2"2"1/2"1 1/8"4 1/2"WOOD MILLWORKMDF MILLWORK 1/2"3 7/8"1/4"7/8"2 1/2"3 3/8"REFER TO WINDOW SCHEDULE1" LE V E L 1 10 0 ' - 0 " 11 R= 3 3 / 4 " R= 4 3 / 8 " 2 1 / 8 " R= 4 5 / 8 " R= 5 " R= 5 1 / 4 " 2 1 / 8 " R= 5 1 / 2 " 4 1/8"1 5/8" 1/2"1/2"1/8"7/8" 1 3/8"5 1/4" WO O D C O L U M N WO O D F R A M I N G MD F M I L L W O R K CE N T E R R O U N D P I L A S T E R ST O N E B A S E 1/ 4 " 11 5/8"3/8" 3 1/8"4" 3/8" DE C O R A T I V E C A R V I N G , SE E E 1 / A E 5 8 0 WO O D C O L U M N WO O D F R A M I N G MD F M I L L W O R K 2 1 / 8 " 3" RE V O L V I N G C E N T E R R= 5 3 / 8 " R= 5 1 / 8 " R= 3 3 / 4 " 3 5/8" 11 D4 AE 5 7 3 WO O D M I L L W O R K MD F M I L L W O R K RE F E R T O W I N D O W SC H E D U L E 3 3/4" DE C O R A T I V E C A R V I N G TR I M 3 DE C O R A T I V E C A R V I N G TR I M 3 1/ 2 " 4" 1/ 4 " 7/ 8 " 2 1 / 2 " 7 1 / 8 " 7 1 / 8 " 2 1 / 2 " 7/ 8 " 1/ 4 " 3 7 / 8 " 1/ 2 " 1/4" 7/8"1/2" 1 7/8"3/4" 5 3/8" 1 /4 " 1 /4 " 1/4"7/8" 1/2" 1 7/8" 1/2" 1 7/8" CL 2 1/8" WO O D B L O C K I N G 3 1/2" 1" DE C O R A T I V E W O O D C A R V I N G SI M I L A R T O T R I M 9 S C A L E D T O S I Z E CL L. 9 DE C O R A T I V E C A R V I N G T R I M 3 DE C O R A T I V E C A R V I N G TR I M 9 DE C O R A T I V E C A R V I N G TR I M 9 1/ 2 " 4" 1/ 4 " 7/ 8 " 2 3 / 8 " 5 7 / 8 " 3 3 / 8 " 1/ 2 " 1 " 1 1/8" 3/4" 2" 1/2" 1 1/8"3 1/8" WO O D M I L L W O R K MD F M I L L W O R K FI N I S H F A C E O F P A R T I T I O N 1/4" 2 1/8" 3/4"1/4"1/4" 1/2" 1/ 2 " 2 5 / 8 " 3/ 4 " 6 1 / 8 " 6 1/8"3/4"2 5/8"1/2" DE C O R A T I V E C A R V I N G TR I M 9 DE C O R A T I V E C A R V I N G T R I M 9 MD F M I L L W O R K WO O D M I L L W O R K HA R D W O O D E D G E T Y P . 3/4" 1/4"1/4" 1/2" 1/ 2 " 1/ 4 " 1/ 4 " 3/ 4 " 1. REFER TO SHEET AE 580 FOR DECORATIVE CARVINGSHEET NOTE SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 4:35:35 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt MILLWORK DETAILS AE573Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012BHDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 2 " = 1 ' - 0 " D2 IN S T R U C T I O N B M I L L W O R K D E T A I L SC A L E : 1 / 2 " = 1 ' - 0 " D3 IN S T R U C T I O N B M I L L W O R K D E T A I L SC A L E : 1 / 2 " = 1 ' - 0 " D4 IN S T R U C T I O N B M I L L W O R K D E T A I L SC A L E : 3 " = 1 ' - 0 " A3 IN S T R U C T I O N B M I L L W O R K D E T A I L SC A L E : 3 " = 1 ' - 0 " A4 IN S T R U C T I O N B M I L L W O R K D E T A I L SC A L E : 3 " = 1 ' - 0 " C3 IN S T R U C T I O N B M I L L W O R K D E T A I L SCALE: 3" = 1'-0"A5INSTRUCTION B MILLWORK DETAIL SC A L E : 3 " = 1 ' - 0 " C4 IN S T R U C T I O N B M I L L W O R K D E T A I L SCALE: 3" = 1'-0"C5INSTRUCTION B MILLWORK DETAIL SC A L E : 3 " = 1 ' - 0 " A2 IN S T R U C T I O N B M I L L W O R K D E T A I L SC A L E : 3 " = 1 ' - 0 " B2 IN S T R U C T I O N B M I L L W O R K D E T A I L SC A L E : 3 " = 1 ' - 0 " C2 IN S T R U C T I O N B M I L L W O R K D E T A I L SC A L E : 3 " = 1 ' - 0 " A1 DE T A I L @ I N S T B SC A L E : 3 " = 1 ' - 0 " B1 DE T A I L @ I N S T . B WI N D O W S Y S T E M LE V E L 1 10 0 ' - 0 " 7 5/8"2' - 10 3/8"6 1/2"15' - 6 5/8"6 1/2" 20' - 1 5/8" AE 5 7 4 A2 AE 5 7 4 A4 LE V E L 1 10 0 ' - 0 " AE 5 7 4 A3 AE 5 7 4 B4 11 5/8"15' - 10"2' - 8 3/8"7 5/8" 20' - 1 5/8" LEVEL 1 100' - 0"D1 AE57418' - 9 3/4"8 3/8"7 5/8"20' - 1 5/8"AE574A5AE574B5 LE V E L 1 10 0 ' - 0 " DE C O R A T I V E C A R V I N G TR I M 5 2 3 / 4 " 1/ 4 " 1/ 8 " 1/ 4 " 1/ 4 " 7/8" 1 3/4" 3/8" 3 3/4" 1/4" 3/4" 1/4" 1 3/4"2 3/4" 1'-0 3/4" 2 5/8"1 3/4" 1/4" 3/4" 1/4" 3 3/4"1/8" 7/8" 1 3/8"5 1/4" ST O N E B A S E WO O D M I L L W O R K DE C O R A T I V E C A R V I N G TR I M 5 1 3 / 4 " 1 3 / 4 " 2 3 / 4 " 1 1 / 2 " 1/ 4 " 3/ 8 " 5/ 8 " 1/ 4 " 3/ 8 " 2 1 / 4 " 1/ 4 " 1/ 4 " 1/ 4 " 2 1 / 2 "5/8"3/ 8" 1 / 8 " 2 3 / 4 " 1/ 4 " 1/ 4 " 3/ 8 " 3/8" 1 / 2 "1 1/4" 3/8" LE V E L 1 10 0 ' - 0 " 12 1/2"3 3/8"1/2"2'-0 1/4"1/2"3 3/8" 1/8"7/8" 1 3/8"5 1/4" 1 1 / 2 " 4 1 / 8 " 2 1 / 8 " 1 5 / 8 " 1/ 4 " 1/ 4 " 1 5 / 8 " 1/ 2 " 2" 2" 1/ 2 " RE F E R T O W I N D O W SC H E D U L E WO O D B L O C K WO O D M I L L W O R K MD F M I L L W O R K WO O D M I L L W O R K ST O N E B A S E FA C E O F P A R T I T I O N 1 / 4 " 1 / 4 " 1/4 " DE C O R A T I V E C A R V I N G TR I M 1 2 3/4"2 1/2"1/8"1/8" 3/ 4 " 1/ 4 " 1/ 8 " 1/ 4 " 1 3 / 4 " WO O D M I L L W O R K MD F M I L L W O R K FA C E O F P A R T I T I O N 3 / 8 " 12 DE C O R A T I V E C A R V I N G TR I M 3 DE C O R A T I V E W O O D C A R V I N G SI M I L A R T O T R I M 1 2 S C A L E D TO S I Z E RE F E R T O W I N D O W S C H E D U L E WO O D M I L L W O R K MD F M I L L W O R K 1/2" 1 1 / 2 " 1 1 / 2 " 1 3/4" 1 / 4 " LEVEL 1 100' - 0"12 1 1/2"1 1/2"5 3/8"CENTER LINE OF ROUND PILASTERCLR= 4 7/8"R= 6 3/4"1/4"1/4"1/2"3/8"1/4"1/4"1/8"1/8"3/8"2 3/8"1/2"R= 2'-5 1/2"WOOD COLUMN MDF SUBSTRATE MDF MILLWORK WOOD BLOCKING STONE BASE 8 3/8"12 8 3/8"CL R= 4 7/8"3/8"1 1/2"1/4"1 5/8"1 3/8"5 1/4"4 3/4"CENTER OF COLUMN WOOD BLOCKING FACE OF PARTITION MDF SUBSTRATE DECORATIVE CARVING,SEE D1/AE580 WOOD MILLWORK MDF MILLWORK1"2 1/4"1"1/2"1/2"5" WO O D M I L L W O R K WO O D B L O C K I N G MD F S U S T R A T E WO O D M I L L W O R K AI R R E T U R N G R I L L E RE T U R N A I R C A V I T Y A N D DU C T B E H I N D DE C O R A T I V E G R I L L E T O BE P A I N T E D F L A T B L A C K FA C E O F P A R T I T I O N DE C O R A T I V E C A R V IN G , T R I M 5 DE C O R A T I V E C A R V IN G , T R I M 5 1/4" 3/4"1/4" 1 3/4"1'-6"1 3/4"1/4" 3/4" 1/4" 3/ 8 " 3/ 8 " 5/ 8 " 3/ 8 " 1/ 4 " 1/ 4 " 3/ 8 " 5/ 8 " 3/ 8 " 3/ 8 " 'L ' S H A P E D S T E E L AN G L E A T A L L S I D E S MA G N E T I C S T R I P A T T A C H E D TO G R I L L E - A L L A R O U N D 3/ 8 " 5/8" 12 C5 AE 5 7 4 DE C O R A T I V E CA R V I N G T R I M 3 5 5/8"3/8"1 1/4"1 7/8" 1/2" 1 7/8"3 1/8" 1/ 2 " 4 7 / 8 " 3/ 8 " 1 1 / 4 " 10 1 / 2 " 10 1 / 2 " 1 1 / 4 " 3/ 8 " 4 7 / 8 " 1/ 2 " WO O D M I L L W O R K RE F E R T O W I N D O W S C H E D U L E MD F S U B S T R A T E MD F M I L L W O R K WO O D R O U N D P I L A S T E R WO O D B L O C K I N G CL 4 5 / 8 " 1 7/8" 9 7/8" 1 / 8 " 1 5 . 0 ° 1 3/4" DE C O R A T I V E C A R V I N G S I M I L A R TO T R I M 1 2 S C A L E D T O S I Z E DE C O R A T I V E CA R V I N G T R I M 3 CL 1 / 4 " 1/ 8 " 1/ 4 " 2 1 / 2 " 3/ 4 " 6 5 / 8 " 1/8" 1/4"2 1/2"3/4"6 5/8" 1/8"1/8" 1/4" 1/2" 3/8" 1/4" DE C O R A T I V E C A R V I N G TR I M 1 2 DE C O R A T I V E C A R V I N G TR I M 1 2 1/8" MD F M I L L W O R K WO O D M I L L W O R K HA R D W O O D E D G E WO O D B L O C K I N G FA C E O F P A R T I T I O N 1/ 2 " 1/ 2 " 1/8" 3/8" 1/4" 1. REFER TO SHEET AE 580 FOR DECORATIVE CARVINGSHEET NOTE SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/17/2012 3:52:27 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt MILLWORK DETAILS AE574Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012RKDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 2 " = 1 ' - 0 " C3 LO B B Y M I L L W O R K D E T A I L ( 1 ) SC A L E : 1 / 2 " = 1 ' - 0 " C4 LO B B Y M I L L W O R K D E T A I L ( 2 ) SCALE: 1/2" = 1'-0"C5LOBBY MILLWORK DETAIL (3) SC A L E : 3 " = 1 ' - 0 " A2 LO B B Y M I L L W O R K D E T A I L ( 5 ) SC A L E : 3 " = 1 ' - 0 " A3 LO B B Y M I L L W O R K D E T A I L ( 8 ) SC A L E : 3 " = 1 ' - 0 " A4 LO B B Y M I L L W O R K D E T A I L ( 7 ) SC A L E : 3 " = 1 ' - 0 " B4 LO B B Y M I L L W O R K D E T A I L ( 1 0 ) SCALE: 3" = 1'-0"A5LOBBY MILLWORK DETAIL (13)SCALE: 3" = 1'-0"B5LOBBY MILLWORK DETAIL (14) SC A L E : 3 " = 1 ' - 0 " C1 WA I N S C O T D E T A I L @ L O B B Y SC A L E : 3 " = 1 ' - 0 " D1 DE T A I L @ L O B B Y SC A L E : 3 " = 1 ' - 0 " C2 DE T A I L @ L O B B Y 4SEPT 17, 2012ADDENDUM 4 4 4 4 4 LEVEL 1 100' - 0"3"5"3"1' - 3"3"5"1/8"7/8"1 3/8"6 5/8"1/2"1/2"1/4"1/4"1/8"1/4"3/8"MDF MILLWORK STONE BASE WOOD BLOCKINGHARDWOODEDGEWOOD BLOCKINGMDF MILLWORKHARDWOODEDGE WOOD BLOCKING 1/2"1/2"1. REFER TO SHEET AE 580 FOR DECORATIVE CARVINGSHEET NOTE 5"3"MDF MILLWORK HARDWOOD EDGEWOOD BLOCKINGARCHITRAVE 1/2"1/2" 3 1 / 2 " 1/ 2 " 1/ 8 " 3/ 8 " 1 1 / 2 " 3/ 4 " 7 1 / 8 " 1/ 2 " 1 1 / 2 " 3/ 8 " 1/ 8 " 3/ 4 " 3 1 / 2 " 1/8" 3/4"1/8"1/8"1/8"3/4"3/4" 1 3/4" FI N I S H F A C E O F P A R T I T I O N BL O C K I N G VE N E E R P A N E L WO O D M I L L W O R K LE V E L 1 100' - 0" WO O D M I L L W O R K MD F M I L L W O R K VE N E E R P A N E L WO O D M I L L W O R K ST O N E B A S E WO O D B L O C K I N G 1/4"3/8" 2 1/4" 3/8"1/4" 5" 1/4" 3/4" 1/4" 11" 1/4" 3/4" 1/4" 5" 1/8"7/8"1 3/8" 6 5/8" 2 3 / 4 " 1/ 8 " 1/ 8 " 3/ 8 " 3/ 8 " 1/ 2 " 3/ 8 " 5/ 8 " 1/ 8 " 1/ 4 " 1/ 4 " 1" 3/ 4 " 3/ 4 " FA C E O F P A R T I T I O N LE V E L 1 10 0 ' - 0 " 1/ 2 " 1/ 2 " 1 3 / 4 " 1/ 8 " 1/ 8 " FA C E O F P A R T I T I O N WO O D M I L L W O R K VE N E E R P A N E L VE N E E R P A N E L WO O D M I L L W O R K ST O N E B A S E WO O D B L O C K I N G HA R D W O O D E D G E T Y P . MD F M I L L W O R K 3"5" 1/4"3/8" 2 1/4" 3/8"1/4" 5" 1/4" 3/4" 1/4" 1'-3" 1/4" 3/4" 1/4" 5" 1/8"7/8" 1 3/8"6 5/8" 1 3 / 4 " 3/ 8 " 3/ 8 " 3/ 4 " 1/ 4 " 1/ 8 " 3 / 8 " 3 / 8 " 5/ 8 " 1/ 8 " 1/ 4 " 1/ 4 " LE V E L 1 10 0 ' - 0 " 1/ 2 " 1/ 2 " 1 3 / 4 " 1/ 8 " 1/ 8 " 2 1 / 2 " 3/ 8 " 1/ 8 " 3/ 4 " 3/ 4 " 1/ 8 " 1/ 8 " 3/ 4 " 1/ 8 " 2 1 / 4 " 5/ 8 " 1/ 8 " 1/ 4 " 1/ 4 " FA C E O F P A R T I T I O N WO O D M I L L W O R K VE N E E R P A N E L VE N E E R P A N E L WO O D M I L L W O R K ST O N E B A S E WO O D B L O C K I N G 2 1 / 2 " 3/ 8 " 1 3/4 " 3"5" 1/4"3/8" 2 1/4" 3/8"1/4" 4" 5/8" 1 1/2" 3/8" 1/8" 1/2" 2 1/2"8 3/4"2 1/2" 1/2" 1/8" 3/8" 1 1/2" 5/8" 4" 1/8"7/8" 1 3/8"6 5/8" HA R D W O O D E D G E T Y P . MD F M I L L W O R K 3/4" 3/ 4 " VE N E E R P A N E L WO O D M I L L W O R K 3 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1/2"1 1/2"3 1/2" 1/2" 1/2" 1/ 2 " 1/ 2 " MD F M I L L W O R K WO O D M I L L W O R K WO O D M I L L W O R K MD F M I L L W O R K MD F M I L L W O R K 1 1/2"1 1/2"3 1/2"1"5/8"1 5/8"1/2"2 3/4"7/8"3 5/8"7/8"10 7/8"1 1/4"1"3 1/2"1 1/2"1 1/2" 1/ 8 " 7/ 8 " 3/ 8 " 1/ 4 " 1/ 2 " 3/ 4 " 1/ 2 " 1/ 8 " 1/ 8 " HA R D W O O D E D G E 3/ 4 " 1/ 2 " 1 3 / 4 " LEVEL 1 100' - 0" ST O N E B A S E WO O D B L O C K I N G WO O D M I L L W O R K VE N E E R P A N E L FI N I S H F A C E O F PA R T I T I O N 1 1/2"1 1/2"3 1/2"1" 1/8"7/8" 1 3/8"6 5/8" 1/ 8 " 1/ 4 " 1/ 4 " 1/ 2 " 1 / 2 " LE V E L 1 10 0 ' - 0 " AE 5 7 5 E4 AE 5 7 5 C3 AE 5 7 5 C4 8"5'-2 1/8"7 1/2"1'-11"7 1/2"9'-9"7 1/2"9" 6"3"5/8"1/2"1/2"MDF MILLWORKHARDWOOD EDGE WOOD BLOCKINGTILE BACKER BOARD FINISH FACE OF PARTITIONSTONE TILETHINSET AE 5 7 5 B1 9"7 1/2"8'-9"7 1/2"11"7 1/2"3'-5 3/4"7 1/2" AE 5 7 5 E4 AE 5 7 5 C4 1 1/2"1 1/2"3 1/2"1" 7/8" 3 3/4" 7/8" 2 3/4" 1/2" 1 5/8" 5/8" 1"3 1/2"1 1/2"1 1/2" WO O D M I L L W O R K VE N E E R P A N E L HA R D W O O D E D G E VE N E E R P A N E L 1/ 4 " 1/ 2 " 1/ 4 " 3/ 8 " 1/ 2 " 1/ 2 " 1/ 2 " 3/ 4 " 1 / 2 " 1/2" WO O D M I L L W O R K SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 4:35:59 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt MILLWORK DETAILS AE575Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012BHDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SCALE: 3" = 1'-0"A5DETAIL @HALL 151SCALE: 3" = 1'-0"C5PANEL DETAIL SC A L E : 3 " = 1 ' - 0 " A1 MI L L W O R K D E T A I L - B A P T I S T R Y A SC A L E : 3 " = 1 ' - 0 " A4 WO R K E R S T U D Y W A I N S C O T SC A L E : 3 " = 1 ' - 0 " A3 NO N P A T R O N W A I T I N G W A I N S C O T SC A L E : 3 " = 1 ' - 0 " A2 CO N F I R M A T I O N W A I N S C O T SC A L E : 3 " = 1 ' - 0 " E4 DE T A I L SC A L E : 3 " = 1 ' - 0 " C3 DE T A I L SC A L E : 3 " = 1 ' - 0 " C4 DE T A I L SC A L E : 1 / 2 " = 1 ' - 0 " C2 EN T R Y W O O D P A N E L I N G SCALE: 3" = 1'-0"D5DRINKING FOUNTAIN BACK SPLASH SC A L E : 1 / 2 " = 1 ' - 0 " C1 EN T R Y 1 7 9 P O R T A L P A N E L I N G SC A L E : 3 " = 1 ' - 0 " B1 DE T A I L 1 1/8"3 1/4"1 1/8"10 1/8"7/8"1/2"3/4"2 1/4"3/4"1/8"1 3/4"3/4"3/8"1 5/8"1/2"1/4"1/8"3/4"1/8"1/4"1/2"1/8"1/8"1/8"1/2"1/4"1 1/2"3/8"3/8"1/2"1 1/2"2"1 1/2"1/2"3/4"1/2"1/2"1/2"1/2"1 1/8"1 1/8"MDF MILLWORK WOOD MILLWORKHARD WOOD EDGE, TYP.WOOD BLOCKING 2"2 1/2"1"6"1"2 1/2"2 1/2"1"6"1"2 1/2"MDF MILLWORK HARD WOOD EDGE, TYP.WOOD BLOCKINGA5AE576 LEVEL 1 100' - 0"9'-8 1/2"3 1/4"3/8"3/8"3/8"9"1/4"1/8"3/8"1/2"7/8"1 5/8"1/8"3"5/8"1/4"5/8"1/8"3"3/8"1/8"WOOD MILLWORK WOOD MILLWORK STONE BASE WOOD BLOCKINGMDF MILLWORK 4 3/4"3 1/8"11 1/8"3 3/4"3" 1" 3/8" 1 1/8"2 1/2"3 1/8"1 3/4"1 1/8"1/4"2 3/4"1 3/4" 3/ 8 " 1/ 4 " 1/ 4 " 3/ 4 " 1/ 4 " 1 1 / 8 " 5/ 8 " 1/ 8 " 1/ 8 " 1/ 4 " 1/2" 1/ 2" 4 1/8" 1/4" 2 5/8" 5/8" 1/4" 1/ 2 " 1/ 2 " WO O D M I L L W O R K WO O D B L O C K I N G MD F M I L L W O R K FA C E O F P A R T I T I O N MD F M I L L W O R K HA R D W O O D E D G E LE V E L 1 10 0 ' - 0 " 4 3/4"3 1/8"7 5/8" 1/4"2 3/4"1 3/4" 3/ 8 " 1/ 4 " 1/ 4 " 3/ 4 " 1/4" 2 5 / 8 " 5/8"1/ 4 " 1/ 8 " 1/ 4 " 1/ 4 " 1/8"7/8"1 3/8"5 1/4" WO O D M I L L W O R K ST O N E B A S E WO O D B L O C K I N G MD F M I L L W O R K FA C E O F P A R T I T I O N 1 3 / 4 " 2 3 / 4 " 1/ 4 " 3/8"1/4"1/4"3/4" 1/4" 5/8" 2 5/8" WO O D M I L L W O R K WO O D B L O C K I N G MD F M I L L W O R K FA C E O F P A R T I T I O N 1 3/4"3 1/8"11 1/8"5" 1 1/8"1 3/8" 3/8" 3 1/8"2 1/2" 1 1/8"3/8" 1" 1/ 2 " 1 1 / 4 " 1/ 4 " 1/ 4 " 1/ 8 " 1/ 8 " 1/ 2 " 1/ 2 " 7/ 8 " 3/ 4 " 1/4" 4 1/8" 1/2" 1/2" 5/8" 2 5/8" WO O D M I L L W O R K WO O D B L O C K I N G MD F M I L L W O R K FA C E O F P A R T I T I O N MD F M I L L W O R K HA R D W O O D E D G E LE V E L 1 10 0 ' - 0 " MD F M I L L W O R K WO O D B L O C K I N G GY P S U M B O A R D WO O D M I L L W O R K RE F E R T O W I N D O W S C H E D U L E ST O N E B A S E 7 5/8"3 1/8"1/2"3'-0 5/8"1/2"3 1/8"1/2" 1/ 2 " 1/ 2 " 1 1 / 4 " 1/4" 3/4"1 3/8"2 1/8"1/2" 1/ 2 " 4 3 / 8 " 1/ 4 " 3/ 4 " 2 1 / 4 " DE C O R A T I V E C A R V I N G TR I M 3 RE F E R T O W I N D O W S C H E D U L E WO O D M I L L W O R K MD F M I L L W O R K 1/4" HA R D W O O D E D G E 3" 6" 3" 2 1/2"1/8" WO O D B L O C K I N G MD F M I L L W O R K HA R D W O O D E D G E SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 MHTN ARCHITECTS, INC.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO. 8/7/2012 4:36:10 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt MILLWORK DETAILS AE576Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012AuthorDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTSJULY 31, 2012SCALE: 3" = 1'-0"D5MILLWORK DETAIL - INSTRUCTION SCALE: 3" = 1'-0"C5MILLWORK DETAIL - INSTRUCTION SCALE: 6" = 1'-0"A5MILLWROK DETAIL - INSTRUCTION SC A L E : 3 " = 1 ' - 0 " B4 MI L L W O R K D E T A I L - B R I D E / M A T R O N SC A L E : 3 " = 1 ' - 0 " A4 MI L L W O R K D E T A I L - B R I D E / M A T R O N SC A L E : 3 " = 1 ' - 0 " D4 MI L L W O R K D E T A I L - B R I D E / M A T R O N SC A L E : 3 " = 1 ' - 0 " E4 MI L L W O R K D E T A I L - B R I D E / M A T R O N SC A L E : 3 " = 1 ' - 0 " A3 MI L L W O R K D E T A I L - B R I D E / M A T R O N SC A L E : 3 " = 1 ' - 0 " B3 MI L L W R O K D E R A I L - B R I D E / M A T R O N SC A L E : 3 " = 1 ' - 0 " C3 MI L L W O R K D E T A I L - I N S T R U C T I O N 1 1/8" 9/16" 2 3/4" 3/16" 1/8" 2 3/16" 1/8" 1/8" 1/ 4 " 1/ 8 " 1/ 4 " 1/ 8 " 1/ 4 " 5/ 8 " 1/ 1 6 " 1/ 1 6 " 1/ 8 " 3/16"3/16"2 5/16" 1/8" 2 5/8" 3/16" 1/16"11/16" 3/16"1/8"1/8"1/8"3/16" 11/16" 1/16" 3/16" 1/ 1 6 " 3/ 1 6 " 1/ 8 " 1/ 8 " 1/ 8 " 3/ 1 6 " 1/ 1 6 " 5/ 1 6 " 1/ 8 " 1/ 8 " 3/16"1/16" 2 3/16" 1/16"3/16" 1/ 4 " 3/ 1 6 " 3/ 1 6 " 3/ 1 6 " 1/ 4 " 1/ 2 " 1/ 4 " 3/ 1 6 " 3/ 1 6 " 3/16" 1 5/16"3/16"3/16"3/16" 7/16" 3/16" 2 3/4" 3/16"2 1/8" 1/4" 3/16" 3/4" 1/2" 8 3/8" 1/2" 3/4" 2 3/8"1/2"3 1/2"1/2"2 3/8"1/2" 4" 1/2"1/ 2 " 1 7 / 8 " 1/ 2 " 3 1 / 2 " 1/ 2 " 1 7 / 8 " 1/ 2 " 1/8" 1/8" CA R V E D WO O D 1/ 4 " D E E P 1/ 8 " D E E P 1/ 4 " D E E P 1'-0" 1' - 0 " 4" 1/2"2"1/2"6"1/2"2"1/2" 1/2" 5 7/8" 1/2"1 1/4" 1/2" 1" 1/2" 1/4"1/4" PA I N T E D A L U M I N U M 1/ 4 " D E E P 1/ 8 " D E E P BA C K G R O U N D 1/2" 1/2"1 5/8" 1/2"3"1/2" 1 5/8"1/2" 1/2" 1/2" 3 1/2" 1/2" 1/ 2 " 1 5 / 8 " 1/ 2 " 3" 1/ 2 " 1 5 / 8 " 1/ 2 " 1/8" 1/8" 1/2"1/2"7 1/4"1/2"1/2" CA R V E D W O O D 1/ 4 " D E E P 1/ 8 " D E E P 1/ 4 " D E E P 3" 3/4"1/2"9 1/2"1"2 1/4"1" 1' - 2 " 9 3 / 4 " CA R V E D W O O D 3/ 8 " D E E P 1/ 4 " D E E P BA C K G R O U N D 1' - 3" 5/8"3/8"6 3/8"3/4" 1 3 / 4 " 10 3 / 4 " 7 1 / 2 " CA R V E D W O O D 1/ 8 " D E E P 1/ 4 " D E E P BA C K G R O U N D 1 1/4"1 1/8"3/8"6 7/8"3/4"7/8" 10 3 / 8 " 1 3 / 4 " BA C K G R O U N D 1/ 8 " D E E P 1/ 4 " D E E P WO O D C A R V I N G 11 3/8" 7 1 / 2 " 1/ 4 " 5/8" 1/ 8 " 4 1 / 8 " SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 4:36:26 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt INTERIOR DECORATIVE CARVING AE580Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 6 " = 1 ' - 0 " A4 TR I M 2 D . S . I D # 1 1 9 7 6 - R U N N I N G B E A D SC A L E : 6 " = 1 ' - 0 " A3 TR I M 3 D . S . I D # 8 1 7 5 - 8 1 7 9 SCALE: 6" = 1'-0"A5TRIM 1 D.S. ID# 7924 SC A L E : 6 " = 1 ' - 0 " A1 TR I M 5 D . S . I D # 1 1 2 0 2 SC A L E : 6 " = 1 ' - 0 " A2 TR I M 4 D . S . I D # 1 2 9 5 F SCALE: 6" = 1'-0"B5TRIM 6 D.S. ID# 4987F SC A L E : 6 " = 1 ' - 0 " B4 TR I M 7 D . S . I D # 1 2 0 4 8 SC A L E : 6 " = 1 ' - 0 " B2 TR I M 8 D . S . C U S T O M SC A L E : 6 " = 1 ' - 0 " B1 TR I M 9 D . S . I D # 4 9 3 7 F SCALE: 6" = 1'-0"C5TRIM 10 D.S. ID#7897 SC A L E : 6 " = 1 ' - 0 " C3 ST O N E C A R V I N G 1 1 SC A L E : 6 " = 1 ' - 0 " C2 TR I M 1 2 D . S . I D # 1 1 1 0 8 SC A L E : 6 " = 1 ' - 0 " C1 TR I M 1 3 D . S . I D # 8 2 0 8 SC A L E : 6 " = 1 ' - 0 " C4 ST O N E C A R V I N G 1 4 LEGEND D.S. - DECORATOR SUPPLY SC A L E : 3 " = 1 ' - 0 " D4 CE L T I C K N O T L E V E L 1 A T B A P T I S T R Y SC A L E : 6 " = 1 ' - 0 " D2 TR I M 1 5 D . S . I D # 8 1 1 5 SC A L E : 3 " = 1 ' - 0 " E4 CE L T I C K N O T A T I N T R U C T I O N A SC A L E : 3 " = 1 ' - 0 " D3 CE L T I C K N O T A T P A S S T H R O U G H SC A L E : 3 " = 1 ' - 0 " D1 LO B B Y C O L U M N E T T E C A P I T A L C A R V I N G SC A L E : 3 " = 1 ' - 0 " E1 IN S T R U C T I O N B C O L U M N E T T E C A P I T A L C A R V I N G SC A L E : 3 " = 1 ' - 0 " E3 PA S S T H R O U G H C A P I T A L C A R V I N G C3 AE582 1'-9 1/8" 1' - 4 " 1 7/8"3'-1 1/4"1 7/8"1'-4" 1 3 / 8 " REMOVABLE KNEELING PAD ASSEMBLY DE C O R A T I V E S T O N E C A R V I N G STONE SU B S T R A T E P R O D U C T REMOVABLE CUSHION STONE TOP2 x FRAME AE 5 8 2 D3 AE582D4 AE581 A3 AE581A2 AE581A12'-1 1/2"1'-4"3'-5 1/2"C2 AE582 5"2'-0"1 1/8"5 3/4"4 3/4"2 1/2"7/8"1 3/4"2 3/8" 2 1/2" 3/4" 3 1/2"3/4" 2'-0 5/8" BOOK SLOTCONTROL PANEL SLOT RE M O V A B L E KN E E L I N G P A D AS S E M B L Y REMOVABLE CUSHION DE C O R A T I V E CA R V I N G SU B S T R A T E PR O D U C T 7/8"7/8"7/8"7/8"WOOD TOP 1 3/4"1 3/4"1 3/4"4" RADIUSAE581B1 AE 5 8 1 B2 AE581 B3 3'-5 1/2"1'-4"2'-1 1/2"C5 AE582 RE M O V A B L E KN E E L I N G P A D AS S E M B L Y REMOVABLE CUSHION DE C O R A T I V E ST O N E C A R V I N G SU B S T R A T E PR O D U C T STONE TOP 1"3 1/2" 1/2" 1 1/2" 2'-0"1 1/4"5 3/4"2 5/8"1 3/4"5/8"3 3/8"BOOK SLOTCONTROL PANEL SLOT1 7/8"1 7/8"1"1"4" RADIUS FA B R I C W R A P P E D C U S H I O N CA R V E D S T O N E FA B R I C W R A P P E D KN E E L E R C3 AE 5 8 2 ST O N E C A R V I N G 1 4 ST O N E T O B E M 1 5 FA B R I C W R A P P E D CU S H I O N CA R V E D S T O N E FA B R I C W R A P P E D KN E E L E R CA R V E D N A T U R A L FI N I S H W O O D ( M 1 ) RE F E R T O P A N E L - E5 / A E 5 4 3 5"5 5/8"1'-0 7/8"9 1/2" C2 AE 5 8 2 FA B R I C W R A P P E D CU S H I O N DE C O R A T I V E WO O D C A R V I N G TR I M 8 FA B R I C W R A P P E D KN E E L E R ST O N E B A S E CO O R D I N A T E WI T H E L E C T R I C A L AN D A / V CA R V E D N A T U R A L F I N I S H WO O D R E F E R T O P A N E L - E3 / A E 5 4 3 5"5 5/8"1'-6 1/2"3 7/8" FA B R I C W R A P P E D CU S H I O N WO O D C A R V I N G TR I M 8 FA B R I C W R A P P E D KN E E L E R ST O N E B A S E CA R V E D N A T U R A L FI N I S H W O O D RE F E R T O P A N E L - A4 / A E 5 4 3 DE C O R A T I V E CA R V I N G T R I M 8 5"5 5/8"1'-6 1/2"3 7/8" C2 AE 5 8 2 FA B R I C W R A P P E D CU S H I O N ST O N E B A S E WO O D B A S E FA B R I C W R A P P E D CU S H I O N ST O N E C A R V I N G 1 1 FA B R I C W R A P P E D KN E E L E R CA R V E D S T O N E RE F E R T O P A N E L - E2 / A E 5 4 3 C5 AE 5 8 2 ST O N E T O B E M 1 5 CO O R D I N A T E WI T H E L E C T R I C A L AN D A / V CA R V E D S T O N E RE F E R T O P A N E L - E1 / A E 5 4 3 FA B R I C W R A P P E D CU S H I O N CA R V E D S T O N E R E F E R T O D1 / A E 5 4 3 ST O N E C A R V I N G 1 1 CA R V E D S T O N E RE F E R T O P A N E L - B2 I N T H I S S H E E T C5 AE 5 8 2 1'-1 1/4" 8 3 / 4 " 1/2"1 3/4"1/2"7 3/4"1/2"1 3/4"1/2" 1/ 2 " 7 3 / 4 " 1/ 2 " 1/2"1 3/4"1/2"7 3/4"1/2"1 3/4"1/2" 1'-1 1/4" 1/ 2 " 2' - 0 1 / 4 " 1/ 2 " 2' - 1 1 / 4 " 1/2"7 3/4"1/2"7 3/4"1/2"7 3/4"1/2"2'-1 1/4"1/2"7 3/4"1/2"8 3/4"1/8"1/8"1/2"1/8"1/8"1/8"1/8"1/2"1/8"1/8"5/8"4 3/4" 5/8" 2 3/4" 1/ 2 " 7 3 / 4 " 1/ 2 " 7 3 / 4 " 1/ 2 " 7 3 / 4 " 1/ 2 " 2' - 1 1 / 4 " 1/2"7 3/4"1/2" 8 3/4" 1/2"1 3/4"1/2"7 3/4"1/2"1 3/4"1/2" 1'-1 1/4" 1/ 2 " 2' - 0 1 / 4 " 1/ 2 " 2' - 1 1 / 4 " 1'-1 1/4" 8 3 / 4 " 1/2"1 3/4"1/2"7 3/4"1/2"1 3/4"1/2" 1/ 2 " 7 3 / 4 " 1/ 2 " 1. REFER TO SHEET AE 580 FOR DECORATIVE CARVINGSHEET NOTE SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 4:36:47 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt ALTAR DETAILS AE581Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012RKDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012SCALE: 1 1/2" = 1'-0" D5 DETAIL PLAN - ALTAR 1 & 2 SCALE: 1 1/2" = 1'-0" A5 DETAIL PLAN - INSTRUCTION A ALTARSCALE: 1 1/2" = 1'-0" B5 DETAIL PLAN - INSTRUCITON B ALTAR SC A L E : 1 1 / 2 " = 1 ' - 0 " D3 DE T A I L E L E V - A L T A R 1 & 2 L O N G F A C E SC A L E : 1 1 / 2 " = 1 ' - 0 " D2 DE T A I L E L E V - A L T A R 1 & 2 S H O R T F A C E SC A L E : 1 1 / 2 " = 1 ' - 0 " A3 DE T A I L E L E V - A L T A R A F R O N T SC A L E : 1 1 / 2 " = 1 ' - 0 " A2 DE T A I L E L E V - A L T A R A S I D E SC A L E : 1 1 / 2 " = 1 ' - 0 " A1 DE T A I L E L E V - A L T A R A R E A R F A C E SC A L E : 1 1 / 2 " = 1 ' - 0 " B3 DE T A I L E L E V - A L T A R B F R O N T SC A L E : 1 1 / 2 " = 1 ' - 0 " B2 DE T A I L E L E V - A L T A R B S I D E SC A L E : 1 1 / 2 " = 1 ' - 0 " B1 DE T A I L E L E V - A L T A R B R E A R F A C E SC A L E : 3 " = 1 ' - 0 " E3 Ce l t i c K n o t P a n e l A - 1 SC A L E : 3 " = 1 ' - 0 " E4 Ce l t i c K n o t P a n e l A - 2 SCALE: 3" = 1'-0"E5Celtic Knot Panel A-3 SC A L E : 3 " = 1 ' - 0 " E2 Ce l t i c K n o t P a n e l B - 3 SC A L E : 3 " = 1 ' - 0 " D1 Ce l t i c K n o t P a n e l B - 2 SC A L E : 3 " = 1 ' - 0 " E1 Ce l t i c K n o t P a n e l B - 1 3"TUBE STEEL BEAM (4) STAGERED SCREWS PER TUBE GYPSUM BOARD MDF MILLWORK 2 1/4"x8"x1/4" PLATE ANCHORAGE PIPE TO FIT INSIDE TUBE 1 1/2" O.D.x1/8" STAINLESS STEEL TUBE. SIMILAR DETAIL FOR 2" O.D.STAINLESS STEEL POST1/8" STAINLESS STEEL RAIL 2 1/2"1/8" STAINLESS STEEL COVER WITH CUT OUT FOR TUBESCOUNTER SINK SCREW 8" MIN.VELCRO1"BOLTCONT. WELDING ST A I N L E S S S T E E L SC U T C H E O N P L A C E IN T U B E B E F O R E WE L D I N G AN C H O R A G E P L A T E A A SE C T I O N A - A AN C H O R A G E P L A T E 4 1 / 4 " D I A . S T A I N L E S S ST E E L S C U T C H E O N SC R E W 4" D I A . S T A I N L E S S ST E E L A N C H O R A G E PL A T E 2" O . D . S T A I N L E S S ST E E L T U B E 2" O . D . S T A I N L E S S ST E E L T U B E 5/8" CO N T . W E L D CO N C R E T E F L O O R SC R E W CO N T . W E L D AE582A3 4 7/8"1 7/8"1'-1 1/4"2 3/8"3 5/8"1 7/8"2 5/8"1'-2 5/8"5 1/8"2 5/8"REMOVABLE TOP REMOVABLE KNEELLINGDECORATIVECARVING1"3 1/2"1/2"3/4"6 1/4"5" x 24" LONG SLOT FINISH INSIDE DIMENSION5"3/4"1'-4"2 7/8"1'-7 3/4"2 7/8"PAINTED JUNCTION BOX 2"7 1/2"1'-6 1/2"5" 1/ 2 " 1 3 / 4 " 3/ 4 " 1' - 0 1 / 4 " 3/ 4 " 2"3/4" 1/8"3/8" 3/4" 7/8" 5 3/4"3/8"1/4" 1/4"3/8" 1 7/8" 1/4" 3/8"1/8" 2 1/4" 1/8" 1/2" 5/8" 1/4" 7/8" 1/4" 1/2" 2 7/8"8 1/2"7 7/8"8 3/4" 3/ 4 " 3/ 8 " 3/ 8 " 1/ 8 " 3/ 4 " 1/ 8 " 1/ 8 " 1/ 2 " 5/ 8 " 1/ 8 " 1/ 4 " 3/ 8 " 1/ 4 " 1/ 4 " 5/ 8 " 1/ 8 " 1/ 8 " AL T A R F A B R I C AL T A R P A D D I N G 2" R A D I U S ST O N E T R I M SU B S T R A T E P R O D U C T 2 x W O O D F R A M I N G 1 x W O O D F R A M I N G 3/ 4 " P L Y W O O D 3/ 4 " H A R D W O O D AL T A R F A B R I C KN E E L I N G P A D AS S E M B L Y SP R I N G S AN C H O R ED G E R O L L ST O N E B A S E ST O N E C A R V I N G ST O N E C A R V I N G ST O N E T R I M ST O N E T O P 2 5 / 8 " WO O D C L E A T A5 AE 5 8 2 SC R E W 6 1/4"3/4"5"3/4"ALTAR FABRIC 2 x WOOD FRAMING1 x WOOD FRAMING DRILL 1 1/2" HOLE THRU SIDE AT CENTER OF SLOT 2 x WOOD FRAMINGALTAR PADDING CONTROL PANEL COORDINATE WITH ELECTRICALALTAR WOOD MILLWORK5"CABLE TO JUNCTION BOX REFER TO A.V. RE M O V A B L E T O P RE M O V A B L E KN E E L L I N G DE C O R A T I V E CA R V I N G 2"7 1/2"1 7/8"9 3/4" 2 1/8" 2 3/4" 1 7/8" 5" 1 1 / 4 " 1' - 1 " 1 3 / 4 " 2 7 / 8 " 1' - 7 1 / 8 " 2 7 / 8 " 1 3 / 4 " 1' - 1 " 1 1 / 4 " CL AE 5 8 2 A2 1" 11 1 / 2 " 11 1 / 2 " 1" 1' - 4 " 82.4° 8 2.4° 3/ 4 " CL 5" 1/2" 1/4" 7/8" 1/4" 2 3/4" 1/2" 7/8" 1/2" 1/4" 9 3/4" 1/4" 1/2" 1 1/8"7 1/2"2" 7/ 8 " 1/ 8 " 1/ 4 " 3/ 8 " 1/ 8 " 1/ 4 " 3/ 4 " 1/ 2 " 7/ 8 " 1/ 8 " 1/ 4 " AL T A R F A B R I C AL T A R P A D D I N G 2" R A D I U S ST O N E T R I M SU B S T R A T E P R O D U C T 2 x W O O D F R A M I N G 1 x W O O D F R A M I N G 3/ 4 " P L Y W O O D ST O N E AL T A R F A B R I C KN E E L I N G P A D AS S E M B L Y SP R I N G S AN C H O R ED G E R O L L ST O N E B A S E 5"1'-6 1/2"9 1/2" 1' - 0 1 / 2 " 1 3 / 4 " 1' - 1 " 1 1 / 4 " CA R V E D S T O N E CA R V E D S T O N E 1/2" BL O C K I N G WO O D C L E A T SC R E W RE M O V A B L E T O P RE M O V A B L E KN E E L L I N G DE C O R A T I V E CA R V I N G 5" x 2 4 " L O N G SL O T E F I N I S H IN S I D E D I M E N S I O N 5"2 7/8" 2 3/4" 2 5/8"1'-1 1/4"2 1/8" 1/2" 7/8" 1" 2" 6 1/4" 5" 1 3 / 4 " 1' - 3 1 / 2 " 3/ 4 " 3 1 / 2 " 3/ 4 " 3/ 4 " AE 5 8 2 A1 ST O N E B A S E WO O D M O L D I N G NA T U R A L W O O D FI N I S H JU N C T I O N B O X 2 1 / 8 " 1' - 9 1 / 4 " 2 1 / 8 " 1' - 4 " 2"7 1/2"1'-11 1/2" 1/ 2 " 1 3 / 4 " 1' - 1 1 / 4 " 1/ 2 " AL T A R F A B R I C AL T A R P A D D I N G 2" R A D I U S WO O D M O L D I N G MD F 2 x W O O D F R A M I N G 1 x W O O D F R A M I N G 3/ 4 " P L Y W O O D 3/ 4 " H A R D W O O D AL T A R F A B R I C KN E E L I N G P A D AS S E M B L Y SP R I N G S AN C H O R ED G E R O L L ST O N E B A S E CE L T I C K N O T 2"1" 3/4" 1/8" 1/2"6 3/8"1/4"8 3/4"1/4"1 1/2" 3/8" 1/8" 3/8" 2 3/4" 3/8" 1/4" 3/8"3/8" 1" 1/8" 1/4" 5" 1/ 8 " 1/ 4 " 5/ 8 " 1/ 8 " 5/ 8 " 1/ 8 " 1/ 8 " 1/ 8 " 1/ 8 " 1/ 4 " 1/ 8 " 1/ 8 " 3/ 8 " 1/ 4 " 1/ 2 " 3/ 8 " 1/ 8 " 1/ 8 " 1/ 8 " 3/8" 1/4" 3/8"5/8" DE C O R A T I V E C A R V I N G WO O D C L E A T A5 AE 5 8 2 SC R E W STONE BASEWOOD BLOCKING WOOD SUBSTRATE KNEELER CLEAT ALTAR CLEAT ALTAR SUBSTRATE PRODUCT 2 x ALTAR WOOD FRAMEWOOD FRAME2'-3 1/2" 9 1/2" 1/ 2 " 8 1/2"1/2"8 1/2"1/2"8 1/2"1/2"1/2"1/8"1/8"1/8"1/8"1/8"1/8"1/8"1/8"1/2"1/4"1/2"3/8" 1/ 2 " 8 1 / 2 " 1/ 2 " 1/2"8 1/2"1/2" 1/2"1/8"1/8" 1/2" 1/8" 1/8" 1/8" 1/8" 1/8" 1/8" 1/4" 1/2" 3/8" SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 4:36:59 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt ALTAR DETAILS AE582Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012SCALE: 6" = 1'-0"E5VEIL TUBE DETAIL 1 SC A L E : 6 " = 1 ' - 0 " E4 VE I L T U B E D E T A I L 2 SCALE: 1 1/2" = 1'-0"C5INSTRUCTION B ALTAR SECTION SC A L E : 3 " = 1 ' - 0 " A3 AL T A R I N S T R U C T I O N B D E T A I L SCALE: 3" = 1'-0"B5TYPICAL ALTAR CONTROL DETAIL 1 SC A L E : 1 1 / 2 " = 1 ' - 0 " C3 AL T A R 1 & 2 S E C T I O N SC A L E : 3 " = 1 ' - 0 " A2 AL T A R 1 & 2 D E T A I L SC A L E : 1 1 / 2 " = 1 ' - 0 " C2 IN S T R U C T I O N A A L T A R S E C T I O N SC A L E : 3 " = 1 ' - 0 " A1 AL T A R I N S T R U C T I O N A D E T A I L SCALE: 3" = 1'-0"A5ALTAR BASE DETAIL SC A L E : 3 " = 1 ' - 0 " D4 Ce l t i c K n o t P a n e l C - 2 SC A L E : 3 " = 1 ' - 0 " D3 Ce l t i c K n o t P a n e l C - 1 LE V E L 1 10 0 ' - 0 " 9"1' - 3 5/8"16' - 10 1/8"1' - 5 1/4" 2' - 5 7 / 8 " 20'-4" A1 AE 5 8 5 B1 AE 5 8 5 4 1/8"16'-1 1/2"4 1/2" AE 5 8 5 E4 10 7/8"10' - 4 5/8"9 1/2"9" 12' - 10" 1' - 5 " A2 AE 5 8 5 B2 AE 5 8 5 AE 5 8 5 E4 5 1/2"9' - 6 1/4"5 3/8" LE V E L 1 10 0 ' - 0 " 9"9 1/2"10'-5 1/8"10 3/8" 1' - 5 " 1/3 HEIGHT 12'-10" B3 AE 5 8 5 2' - 1 5 / 8 " A3 AE 5 8 5 A4 AE 5 8 5 B2 AE 5 8 5 AE 5 8 5 E4 5 3/8"9' - 6 1/4"5 1/2" ENTASIS LEVEL 1 100' - 0"9"1' - 5 5/8"16' - 3 5/8"1' - 5 3/8"19' - 11 1/2"2' - 4 5/8"A5 AE585B5AE585AE585E4 4"15' - 7 5/8"4" 8 1/8" 1/ 4 " 1" 2' - 3 3 / 8 " 1" 1/ 4 " 2' - 5 7 / 8 " 1"1/4" ST O N E 6 1/8" 6 1 / 8 " 1/ 4 " 1" 1' - 2 1 / 2 " 1" 1/ 4 " 1/4"1"1'-2 1/2"1"1/4" 1' - 5 " 1'-5" 1"1/4" 1/ 4 " 1" ST O N E 1/4"1"2'-2 3/8"1"1/4"8 3/8"1/4"1"2'-4 7/8"STONE 1 1/8" 1 1/4"1 1/4" 4 3/4"7 1/4"9" 1 1 / 8 " 2 3 / 8 " 1/2"1"3 3/8"2 1/2" 3/4" 1 1/2"4 3/4"1 1/4" 1/2"1 1/8" 1 3 / 4 " 2 7 / 8 " 1/ 4 " 1/ 4 " 1" 1/ 4 " 1 1 / 4 " CE N I A C L I M E S T O N E 1 1/4" 5 /8" 3 3 /8 " 1/ 2" 1/2"1/2" 1 1/2" 1 1/8" 5/8" 2 3/8" 1/ 4 " 1/ 8 " 1/ 4 " 1/ 4 " 1/8" 7/8" 1 3/8"6 5/8" SA H A R A B E I G E M A R B E L ST O N E B A S E WO O D B L O C K I N G ST O N E C L I P , B Y S T O N E I N S T A L L E R 5/ 8 " G Y P S U M B O A R D HE A V Y G A U G E S T E E L S T U D , BY S T O N E I N S T A L L E R LE V E L 1 10 0 ' - 0 " 1 1/2"2 3/4"4 1/4"9" 1" 1 3 / 8 " 1/4" 3/4" 1 3/4"1 1/2" 5/8"3/8" 3 1/4" 3/4" 5/8" 1/2" 1/ 4 " 1 7 / 8 " 1/ 4 " 1/ 8 " 5/ 8 " 1/ 8 " 3/ 8 " 3/ 8 " 1/2" 3/8" 1/4"2 1/2" 3/8" 3/8" 3/8"1"3/8" 1 3/8" 1/8" 7/8" 1 3/8"6 5/8" 1/ 4 " 1/ 8 " 1/ 4 " 1/ 4 " CE N I A C L I M E S T O N E ST O N E C L I P , B Y S T O N E I N S T A L L E R SA H A R A B E I G E M A R B E L ST O N E B A S E WO O D B L O C K I N G 5/ 8 " G Y P S U M B O A R D HE A V Y G A U G E S T E E L S T U D , BY S T O N E I N S T A L L E R LE V E L 1 10 0 ' - 0 " 1" 3/4"3/4" 2 3/4"4 1/4"9"1/2" 1 3/8" 3 1/4"1"1 1/2" 1 3/4"3/4" 1/4" 1/ 4 " 1/ 8 " 1/ 4 " 1/ 4 " 1/8" 7/8" 1 3/8"6 5/8" 1" 1 3 / 8 " 1 3/8" 3/ 8" 1" 3/ 8 " 3/ 8 " 1/ 4 " 1 7 / 8 " 1/ 4 " 1/ 8 " 5/ 8 " 1/ 8 " 3/8"3/8" 2 1/2" 3/8" 3/8"1/2" SA H A R A B E I G E M A R B E L ST O N E B A S E 6" X 6 " H O L L O W S T E E L S E C T I O N CE N I A C L I M E S T O N E WO O D B L O C K I N G ST O N E C L I P , BY S T O N E I N S T A L L E R 8 1/2"CE N I A C LI M E S T O N E 6" X 6 " H O L L O W ST E E L S E C T I O N 4 7/8"6 1/8" 1/ 4 " 1" 1' - 2 1 / 2 " 1" 1/ 4 " 1/4"1"1'-2 1/2"1"1/4" 1/ 4 " 1" 1' - 2 1 / 2 " 1" 1/ 4 " 1' - 5 " 1'-5" 1' - 5 " ST O N E 1/8"7/8"1 3/8"6 5/8"2 3/8"1 1/8"1 1/8"4 3/4"7 1/4"9"1/4"1/8"1/4"1/4"2 1/2"2 3/8"1/2"1"3 1/4"1 5/8"1"3/4"1 1/2"4 3/4"1 1/8"5/8"1 1/8"1 1/4"5/8"1 3/4"2 7/8"1/4"1/4"1"1/4"1 1/4"5/8"1 5/8"1/2"2 7/8"5/8"SAHARA BEIGE MARBEL STONE BASE WOOD BLOCKINGSTONE CLIP,BY STONE INSTALLER5/8" GYPSUM BOARD HE A V Y G A U G E S T E E L S T U D , BY S T O N E I N S T A L L E RCENIA C LIMESTONE 1" 1/ 4 " 1" SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 4:37:13 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt INTERIOR PILASTER DETAILS AE585Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 4 " = 1 ' - 0 " E1 EN T R Y P I L A S T E R D E T A I L SC A L E : 1 / 4 " = 1 ' - 0 " E2 GR A N D H A L L P I L A S T E R D E T A I L SC A L E : 1 / 4 " = 1 ' - 0 " E3 GR A N D H A L L C O L U M N D E T A I L SCALE: 1/4" = 1'-0"E5BAPTISTRY PILASTER DETAIL SC A L E : 1 1 / 2 " = 1 ' - 0 " A1 EN T R Y P I L A S T E R D E T A I L SC A L E : 1 1 / 2 " = 1 ' - 0 " A2 GR A N D H A L L P I L A S T E R D E T A I L SCALE: 1 1/2" = 1'-0"A5BAPTISTRY PILASTER DETAIL SC A L E : 3 " = 1 ' - 0 " B1 EN T R Y P I L A S T E R D E T A I L SC A L E : 3 " = 1 ' - 0 " B2 GR A N D H A L L P I L A S T E R D E T A I L SC A L E : 3 " = 1 ' - 0 " B3 GR A N D H A L L C O L U M N D E T A I L SC A L E : 1 1 / 2 " = 1 ' - 0 " A3 GR A N D H A L L C O L U M N D E T A I L SC A L E : 1 1 / 2 " = 1 ' - 0 " A4 GR A N D H A L L P I L A S T E R D E T A I L SCALE: 3" = 1'-0"B5BAPTISTRY PILASTER DETAIL SC A L E : 3 " = 1 ' - 0 " E4 PI L A S T E R D E T A I L LE V E L 1 10 0 ' - 0 " 2' - 2 1/8"13' - 8 3/8"1' - 0 7/8"7 5/8" 17' - 7" AE 5 8 6 C4 A2 AE 5 8 6 1' - 7 7 / 8 " A3 AE 5 8 6 7/ 8 " 2 3 / 4 " 3/ 4 " 2 7 / 8 " 3/ 4 " 1 1 / 2 " 5 5/8"1' - 2 1/4" AL I G N 2 3 / 4 " 7/ 8 " 2 3 / 4 " 7/ 8 " 2 3 / 4 " 1/ 2 " LE A F E L E M E N T T O W R A P AR O U N D T H E C O R N E R LE A F V E I N I N G P A T T E R N TO B E L I G H T L Y E T C H E D ON T O S T O N E 1/ 8 " 5/ 8 " 1' - 5 5 / 8 " 5/ 8 " 1/ 8 " 1' - 7 1 / 8 " 5 3/4" 5/8"1/8" LE V E L 1 10 0 ' - 0 " 9"10"9' - 8 3/4"10 1/4" 12' - 2" A1 AE 5 8 6 B1 AE 5 8 6 LE V E L 1 10 0 ' - 0 " 3/8" 5/8" 1 7/8" 7/8" 5/8"1/2" 3/4" 2 7/8" 3/4"3/8" 5/8" 1/ 8 " 5/ 8 " 1/ 8 " 1/ 8 " 1 3 / 4 " 1" 3/ 8 " 3/ 4 " 1 1/2" 3/4"3/4" 2 3/4"4 1/4"9" 1/8" 7/8" 1 3/8"6 5/8" 1/ 4 " 1/ 4 " 1/ 8 " 1/ 4 " 1 3 / 8 " 1 1 / 2 " 3/8" 3/8 " 1 7/8" 3/8" 3/4" 3/8" 5/8" 3/8" 1 3/8" SA H A R A B E I G E M A R B E L ST O N E B A S E WO O D B L O C K I N G CE N I A C L I M E S T O N E 5/ 8 " G Y P S U M B O A R D HE A V Y G A U G E S T E E L S T U D , BY S T O N E I N S T A L L E R ST O N E C L I P , BY S T O N E I N S T A L L E R LE V E L 1 10 0 ' - 0 " 2' - 2 1/8" 1 1/8" 1/2" 1 5/8" 1/8" 1/2" 2"1' - 5 3/8"1 1/8" 1/2" 1 1/8" 3/ 4 " 3/ 8 " 1 7 / 8 " 1/ 4 " 3/ 4 " 1/ 2 " 1 1 / 8 " 1 1/8" 1/2" 2"3/8" 1 3/8" 8 7/8"3/4" 1/ 2 " 3/8" 3/4"10 3/4"1 1/8" 7/8" 1 5/8" 1/8" 7/8" 1/8" 1/4"1/4" 1/8" 1"2 1/4"3 5/8"7 5/8" 1/ 4 " 1/ 4 " 1/ 8 " 1/ 4 " 1 1 / 8 " 1/ 4 " 3/ 4 " 3/ 4 " 1 1 / 8 " 1/8" 7/8" 1 3/8"5 1/4" 1/ 2 " 3/8" CA R D I N A L B E I G E M A R B E L ST O N E B A S E WO O D B L O C K I N G CA R D I N A L B E I G E M A R B E L 5/ 8 " G Y P S U M B O A R D HE A V Y G A U G E S T E E L S T U D , BY S T O N E I N S T A L L E R ST O N E C L I P , BY S T O N E I N S T A L L E R 6" 4 5 / 8 " 3/ 4 " 9 1 / 8 " 3/ 4 " 4 5 / 8 " ST O N E A4 AE 5 8 6 A5 AE 5 8 6 AE 5 8 6 C5 11 5/8"13' - 0 3/4"2' - 0 5/8" LEVEL 1 100' - 0" 6"3 1/8"2 1/8" 1/8"3/4"1/8"1/4"1/4"1/8"3/4"1/8" 1 5/8" 3/4" 1 3/8"5 1/4"3/4" 3/ 4 " 3/4" 1/ 4 " 1/ 4 " 1/ 8 " 1/ 4 " 3 5/8"1 3/8" 7/8" 1/8" 1" 5/ 8 " 7/ 8 " 1 1 / 8 " 1" 1/ 8" 1/8" 3/4" 1" 3/4" 3 1/4"1" 1/2" 1"1' - 3 1/4"2 3/4" 5/8"1/4" 1 1/4" 1/4"1/2" 1" 1" 3/ 8 " 2 1 / 2 " 1/ 2 " 1" 3/ 4 " 1/ 8 " CARDINAL BEIGE MARBEL STONE BASE CA R D I N A L B E I G E M A R B L E 5/ 8 " G Y P S U M B O A R D HE A V Y G A U G E S T E E L S T U D , BY S T O N E I N S T A L L E R ST O N E C L I P , BY S T O N E I N S T A L L E R WOOD BLOCKING6 1/8"1'-7"EQ 1 5/8"1/2"EQ3/4"1 1/2"3/4"1' - 0 1/4"6 1/2"3 1/8"LEAF VEINING PATTERN TO BE LIGHTLY ETCHED ONTO STONELEAF PETALS TO BE 3/8"PROUD OF STONE FACELEAF ELEMENT TO WRAP AROUND THE CORNER 6" 4 5 / 8 " 3/ 4 " 9 1 / 8 " 3/ 4 " 4 5 / 8 " 4 5/8" 3/4" 9 1/8" 3/4" 4 5/8" 6" 1' - 7 7/8" 1' - 7 7 / 8 " 3/8" ST O N E SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 4:37:27 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt INTERIOR PILASTER DETAILS AE586Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 4 " = 1 ' - 0 " E2 IN S T R U C T I O N B P I L A S T E R D E T A I L SC A L E : 3 " = 1 ' - 0 " C4 IN S T R U C T I O N B P I L A S T E R D E T A I L SC A L E : 1 1 / 2 " = 1 ' - 0 " A1 IN S T R U C T I O N A P I L A S T E R D E T A I L SC A L E : 1 / 4 " = 1 ' - 0 " E1 IN S T R U C T I O N A P I L A S T E R D E T A I L SC A L E : 3 " = 1 ' - 0 " B1 IN S T R U C T I O N A P I L A S T E R D E T A I L SC A L E : 3 " = 1 ' - 0 " A2 IN S T R U C T I O N B P I L A S T E R D E T A I L SC A L E : 1 1 / 2 " = 1 ' - 0 " A3 IN S T R U C T I O N B P I L A S T E R D E T A I L SC A L E : 1 / 4 " = 1 ' - 0 " E4 IN S T R U C T I O N 1 & 2 P I L A S T E R D E T A I L SC A L E : 3 " = 1 ' - 0 " A4 IN S T R U C T I O N 1 & 2 p I L A S T E R D E T A I L SCALE: 1 1/2" = 1'-0"A5INSTRUCTION 1 & 2 PILASTER DETAILSCALE: 3" = 1'-0"C5INSTRUCTION 1 & 2 PILASTER DETAIL SC A L E : 1 1 / 2 " = 1 ' - 0 " B3 IN S T R U C T I O N B P I L A S T E R D E T A I L DE C O R A T I V E C A R V I N G DE C O R A T I V E CA R V I N G LE V E L 1 10 0 ' - 0 " C4 AE 4 6 3 7 5/8" 1' - 2 1/8"15' - 9 7/8"2' - 6" 20' - 1 5/8" AE 5 8 7 C3 A2 AE 5 8 7 A3 AE 5 8 7 LE V E L 1 10 0 ' - 0 " B4 AE 5 8 7 A4 AE 5 8 7 7 7/8"9'-3"5 1/8"9" 11'-1" 15/16" 1' - 2 3/4"5 3/4" 3 5 / 8 " AL I G N LE A F E L E M E N T T O W R A P AR O U N D T H E C O R N E R LE A F P E T A L S T O B E 3 / 8 " PR O U D O F S T O N E F A C E LE A F V E I N I N G P A T T E R N TO B E L I G H T L Y E T C H E D ON T O S T O N E LE V E L 1 10 0 ' - 0 " 7 5/8"3 7/8"2 1/2" 1/8" 1" 1/8"3/8"3/8"1/8" 1" 1/8" 1 7/8"1"1 5/8"5 1/8"1" 5 1/4" 1 3/8"7/8" 1/8" 1/ 4 " 1/ 4 " 1/ 8 " 1/ 4 " 1 1 / 4 " 3/ 4 " 1 1 / 8 " 1 3 / 8 " 1" 1 1/ 4" 1/8" 1/8" 1" 1 1/4" 1" 1"3 1/8" 1 1/4" 5/8"1 1/4" 3/8" 1 5/8" 3/8" 1' - 5"2 7/8" 5/8"1/4" 2" 5/8" 1 1/4" 1 1 / 4 " 5/ 8 " 3" 1/ 2 " 1 1 / 4 " 1" 1/ 4 " 1/ 4 " 3" 1/4" 5 / 8 " 1/4" 1 1/4"1" CA R D I N A L B E I G E M A R B E L ST O N E B A S E CA R D I N A L B E I G E M A R B L E WO O D B L O C K I N G ST O N E C L I P , BY S T O N E I N S T A L L E R 5/ 8 " G Y P S U M B O A R D HE A V Y G A U G E S T E E L S T U D , BY S T O N E I N S T A L L E R 6 5/8" EQ 1 7 / 8 " 1/ 2 " EQ ST O N E FA C E O F P A R T I T I O N 15/16" LE V E L 1 10 0 ' - 0 " WO O D M I L L W O R K 3 3/4" 1/2" 3/8" 1/2" 9"5/8"1"1 7/8"3 5/8"3/4" 1/ 4 " 5/ 8 " 1/ 4 " 3 1/4" 1/2" 1/ 4 " 1/ 8 " 3/ 8 " MD F M I L L W O R K WO O D B L O C K I N G AS R E Q U I R E D ST O N E B A S E WO O D B L O C K I N G 1 1/2"2 3/4" 1 1 / 8 " 5 1 / 2 " 2 1 / 4 " 5 1 / 2 " 1 1 / 8 " WO O D B L O C K I N G AS R E Q U I R E D HA R D W O O D E D G E WO O D M I L L W O R K 5/ 8 " G Y P S U M B O A R D MD F M I L L W O R K SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 4:37:35 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt INTERIOR PILASTER DETAILS AE587Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 4 " = 1 ' - 0 " E2 LO B B Y P I L A S T E R D E T A I L SC A L E : 1 / 4 " = 1 ' - 0 " E4 CH A P E L P I L A S T E R D E T A I L SC A L E : 3 " = 1 ' - 0 " C3 LO B B Y P I L A S T E R D E T A I L SC A L E : 3 " = 1 ' - 0 " A2 LO B B Y P I L A S T E R D E T A I L SC A L E : 1 1 / 2 " = 1 ' - 0 " A3 LO B B Y P I L A S T E R D E T A I L SC A L E : 3 " = 1 ' - 0 " B4 CH A P E L P I L A S T E R D E T A I L SC A L E : 1 1 / 2 " = 1 ' - 0 " A4 CH A P E L P I L A S T E R D E T A I L DE C O R A T I V E C A R V I N G LE V E L 1 10 0 ' - 0 " ST O N E C O U N T E R T O P W/ S Q U A R E E D G E HA R D W O O D C A B I N E T WI T H A D J U S T A B L E SH E L V E S ST O N E T O E K I C K 4"2'-6"4" 2'-10" 2' - 1 1 / 2 " 4"2'-3"1 1/2"1 1/2" LE V E L 1 10 0 ' - 0 " CO A T R O D ST O N E T O E K I C K FI X E D H A R D W O O D S H E L F W/ 1 . 5 " H A R D W A R E E D G E HA R D W O O D C A B I N E T 3" 6 5/8"6'-0"1'-0"4 7/8" 10 " 1' - 6 " AE 5 9 1 E3 LE V E L 1 10 0 ' - 0 " ST O N E T O E K I C K HA R D W O O D C A B I N E T W/ A D J U S T A B L E S H E L V E S (1 . 5 " H A R D W A R E E D G E ) 1' - 0 " 6 5/8"7'-0" AE 5 9 1 E3 LE V E L 1 10 0 ' - 0 " HA R D W O O D C A B I N E T W I T H A D J SH E L V E S A T I N T E R I O R ST O N E C O U N T E R T O P W/ S Q U A R E E D G E UN D E R C A B I N E T L I G H T I N G HA R D W O O D C A B I N E T DR A W E R S 1' - 2 " 4"2'-2"4"1'-7"1"3'-0"4 7/8" 2' - 1 1 / 2 " 2' - 0 " 6"6"1'-0"AE 5 9 1 E3 LE V E L 1 10 0 ' - 0 " HA R D W O O D C A B I N E T WI T H A D J S H E L V E S ST O N E C O U N T E R T O P W/ S Q U A R E E D G E UN D E R C A B I N E T L I G H T I N G HA R D W O O D C A B I N E T W I T H AD J U S T A B L E S H E L V E S A T IN T E R I O R FI X E D P A N E L A T S I N K FI N I S H E D H A R D W O O D T O E KI C K 2'-10"4"2'-4"2'-0"4 7/8" 1' - 2 " 4"2'-0"4 1/2"1 1/2" AE 5 9 1 E3 LE V E L 1 10 0 ' - 0 " ST O N E C O U N T E R T O P W/ S Q U A R E E D G E HA R D W O O D C A B I N E T WI T H A D J U S T A B L E SH E L V E S 3' - 2 " 4"2'-4 1/2"1 1/2" 2'-10" 1' - 6 " FI N I S H E D H A R D W O O D TO E K I C K LE V E L 1 10 0 ' - 0 " ST O N E T O E K I C K HA R D W O O D C A B I N E T W/ A D J U S T A B L E S H E L V E S AT I N T E R I O R HA R D W O O D C A B I N E T FR A M E 1' - 6 " 9"7'-6"2" LE V E L 1 10 0 ' - 0 " HA R D W O O D C A B I N E T WI T H A D J S H E L V E S ST O N E C O U N T E R T O P W/ S Q U A R E E D G E UN D E R C A B I N E T L I G H T I N G HA R D W O O D C A B I N E T W I T H AD J U S T A B L E S H E L V E S A T IN T E R I O R FI X E D P A N E L A T S I N K 2'-10"2'-5"3'-4" 1" 4"2'-0"4 1/2" 1 1/2" 4" 1' - 2 " LE V E L 1 10 0 ' - 0 " HA R D W O O D C A B I N E T W I T H A D J SH E L V E S A T I N T E R I O R ST O N E C O U N T E R T O P W/ S Q U A R E E D G E UN D E R C A B I N E T L I G H T I N G HA R D W O O D C A B I N E T W I T H AD J U S T A B L E S H E L V E S A T I N T E R I O R 4"2'-4 1/2"5 1/2"1'-3"3'-1"4 7/8" 1" 4"2'-4 1/2"1 1/2" 1' - 2 " 2' - 0 " AE 5 9 1 E3 LE V E L 1 10 0 ' - 0 " ST O N E C O U N T E R T O P W/ S Q U A R E E D G E HA R D W O O D C A B I N E T W I T H AD J U S T A B L E S H E L V E S A T I N T E R I O R 2'-6"4" 2' - 1 1 / 2 " FI N I S H E D W O O D T O E K I C K 4"2'-0 1/2"1 1/2" LE V E L 1 10 0 ' - 0 " HA R D W O O D C A B I N E T W I T H A D J SH E L V E S A T I N T E R I O R ST O N E C O U N T E R T O P W/ S Q U A R E E D G E AE 5 9 1 E3 UN D E R C A B I N E T L I G H T I N G HA F E L E S U P P O R T B R A C K E T 11 0 0 L B S , U . A . A . 2'-6"4"1'-8"1"2'-11"4 7/8" 1' - 2 " 2' - 1 1 / 2 " 1 1/2" LEVEL 1 100' - 0"C STONE BASEHARDWOOD CABINET W/ ADJUSTABLE SHELVES AT INTERIORHARDWOOD CABINET FRAME COAT RODFIXED HARDWOOD SHELF HARDWOOD CABINET WITH DOORS10"1'-10"9"5'-8"1'-4"2"6'-0"LEVEL 1 100' - 0"COAT ROD STONE BASEFIXED HARDWOOD SHELF HARDWOOD CABINET WITH DOORSAE591E31'-0"2'-0".6'-0"1'-0"4 7/8"VARIES, SEE ELEVATION3" LE V E L 1 10 0 ' - 0 " ST O N E C O U N T E R T O P W/ S Q U A R E E D G E HA R D W O O D C A B I N E T W I T H AD J U S T A B L E S H E L V E S A T IN T E R I O R FI X E D C A B I N E T P A N E L 1' - 9 " 4"2'-0"4 1/2"1 1/2" 2'-10" SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 4:37:47 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt CASEWORK DETAILS AE590Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 " = 1 ' - 0 " E2 DE T A I L - C A S E W O R K SC A L E : 1 " = 1 ' - 0 " A4 DE T A I L - C A S E W O R K SC A L E : 1 " = 1 ' - 0 " A3 DE T A I L - C A S E W O R K SC A L E : 1 " = 1 ' - 0 " A2 DE T A I L - C A S E W O R K SC A L E : 1 " = 1 ' - 0 " A1 DE T A I L - C A S E W O R K SC A L E : 1 " = 1 ' - 0 " E3 DE T A I L - C A S E W O R K SC A L E : 1 " = 1 ' - 0 " C4 DE T A I L - C A S E W O R K SC A L E : 1 " = 1 ' - 0 " C3 DE T A I L - C A S E W O R K SC A L E : 1 " = 1 ' - 0 " C2 DE T A I L - C A S E W O R K SC A L E : 1 " = 1 ' - 0 " E4 DE T A I L - C A S E W O R K SC A L E : 1 " = 1 ' - 0 " C1 DE T A I L - C A S E W O R K SCALE: 1" = 1'-0"A5DETAIL - CASEWORKSCALE: 1" = 1'-0"C5DETAIL - CASEWORK SC A L E : 1 " = 1 ' - 0 " E1 DE T A I L - C A S E W O R K LEVEL 1 100' - 0"2'-1 1/2"2'-6"3"7 1/2"1 1/2"4'-6 1/8"7 1/2"STONE COUNTERTOP WITH SQUARE EDGEWOOD CASED OPENING STONE BASESTONE COUNTERTOP WITH SQUARE EDGE WOOD CASED OPENING TH I N S E T A D H E S I V E ST O N E T R I M , M 3 CE R A M I C T I L E 5/ 8 " 1/ 8 " 1"1 3/8"7/8" 1/8" LE V E L 1 10 0 ' - 0 " ST O N E B A S E CO A T R O D FI X E D H A R D W O O D S H E L F HA R D W O O D C A B I N E T WI T H D O O R S 1' - 0 " 3" 6'-6" 2' - 0 " 6 5/8" LEVEL 1 100' - 0"STONE COUNTERTOP W/ SQUARE EDGE HARDWOOD CABINET DRAWERS FILE DRAWER 4"2'-0 1/2"1 1/2"4"1'-0"6"6"2'-1 1/2" LE V E L 1 10 0 ' - 0 " 6'-6" AE 5 9 1 E3 5 1/4"10" 1" 10"10"1 1/2" 5 3/4" PR O V I D E V E N T E D T O WA L L C A V I T Y B E H I N D FI X E D H A R D W O O D S H E L F ST O N E B A S E HA R D W O O D C A B I N E T W I T H FI N I S H E D S I D E S A N D B A C K CO A T R O D W I T H H A N G E R S , SE E S P E C S 10 " 3" SL A N T E D H A R D W O O D SH E L V E S 1' - 4 1 / 2 " ST O N E C O U N T E R T O P ST O N E S P L A S H A N D MI R R O R F R A M E 8 3 / 4 " 4" TU B U L A R S T E E L 1 - 1 / 2 " X 2 " ST O N E A P R O N ST O N E S K I R T ( M 3 ) ; CU T A R O U N D L A V A T O R I E S . SU P P O R T F R O M L 6 X 6 B R A C K E T TR I P L E T R I M M E R I N WA L L O N B O T H S I D E S WA L L T I L E , A S P E R S C H E D U L E BA S E , A S P E R S C H E D U L E 1/ 4 " S T E E L P L A T E A T BO T H E N D S W E L D E D T O T S LA V A T O R Y 2'-9" 4" 2X 8 B L O C K I N G B E T W E E N ST E E L F R A M I N G 2'-5 1/2" 2' - 1 1 / 4 " ST O N E S P L A S H A N D MI R R O R F R A M E 9 1/2" AE 5 9 1 D2 AE 5 9 1 C2 (1 ' - 9 " I N R O O M S 1 6 1 A , 17 1 A , 1 0 2 B ) LE V E L 1 10 0 ' - 0 " 9"7'-6" 7'-2" AN G L E D M E T A L SU P P O R T B R A C K E T FO L D I N G C H A I R S , PR O V I D E D B Y O W N E R 2' - 0 " FO L D I N G C H A I R S , PR O V I D E D B Y O W N E R 1 ' - 8 " HA R D W O O D C A B I N E T WI T H D O O R S HA R D W O O D C A B I N E T FR A M E LE V E L 1 10 0 ' - 0 " ST O N E B A S E FI X E D H A R D W O O D S H E L F HA R D W O O D C A B I N E T WI T H D O O R S AE 5 9 1 E3 5'-8"1'-4"4 7/8" SA F E , B O L T E D T O S H E L F 2" T H I C K F I X E D HA R D W O O D S H E L F AD J HA R D W O O D S H E L F 2' - 0 " 4'-11" HA R D W O O D T R I M HA R D W O O D S U P P O R T BL O C K I N G 1/ 4 " 1/ 8 " 1/2"1 1/4"3/8"2 1/4"1/2" 1/ 2 " 1" 3" 1 1 / 8 " LEVEL 1 100' - 0"HARDWOOD CABINET WITH FINISHED SIDES AND BACKCOAT ROD WITH HANGERS,SEE SPECS10"3"5'-8"4 7/8"1'-6"STONE BASEAE591E3 3/ 4 " 1"1/2" 2 1/2" 1/ 4 " 3/ 1 6 " AD H E S I V E ST O N E T R I M , M 3 MI R R O R 5/ 8 " 1/ 8 " 1/ 4 "1"2"7/8" 1/8" TH I N S E T AD H E S I V E 5/8" 1/8"1/4" 1" SE E E L E V A T I O N VA R I E S 7/ 8 " 1/ 8 " MI R R O R F R A M E P R O F I L E AT S I D E O F M I R R O R MI R R O R F R A M E P R O F I L E AT T O P O F M I R R O R LI G H T F I X T U R E T O B E CE N T E R E D O N F R A M E , WH E R E A P P L I C A B L E CL AD H E S I V E ST O N E C O U N T E R T O P AN D S P L A S H , M 3 MI R R O R 1"3" TH I N S E T A D H E S I V E BA S E M E N T 88 ' - 0 " T/O B a s e m e n t F t g 88 ' - 0 " CO A T R O D RU B B E R B A S E FI X E D S H E L F LA M I N A T E C A B I N E T 1' - 0 " 2' - 0 " 3" 6'-1" 4"6'-0 3/4"1'-7 1/4" BASEMENT 88' - 0"T/O Basement Ftg 88'-0" RU B B E R B A S E AD J U S T A B L E S H E L V E S LA M I N A T E C A B I N E T LO C K A B L E 2' - 0 " 4"7'-8" LO C K A B L E D R A W E R S 10"8"6" ST O N E C O U N T E R T O P ST O N E S P L A S H A N D MI R R O R F R A M E 6" D I A . H O L E WI T H E A S E D E D G E S . SE E P L A N F O R L O C A T I O N (R O O M S 1 6 1 , 1 6 1 A , 1 7 1 , 17 1 A , 1 3 2 , 1 2 2 ) ST O N E A P R O N 1/ 4 " S T E E L P L A T E A T BO T H E N D S W E L D E D T O T S 2'-9" 4" 6" x 1 2 " S T O N E CE N T E R E D O N H O L E 2'-5 1/2" 2' - 1 1 / 4 " ST O N E S P L A S H A N D MI R R O R F R A M E 9 1/2" AE 5 9 1 D2 AE 5 9 1 C2 (1 ' - 9 " I N R O O M S 1 6 1 A , 17 1 A , 1 0 2 B ) SI N K A N D F R A M I N G B E Y O N D TR A S H R E C E P T A C L E 1' - 0 " SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/17/2012 3:55:25 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt CASEWORK DETAILS AE591Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SCALE: 1" = 1'-0"A5DETAIL - CASEWORK SC A L E : 6 " = 1 ' - 0 " E4 DR I N K I N G F O U N T A I N T I L E D E T A I L SC A L E : 1 " = 1 ' - 0 " A4 DE T A I L - C A S E W O R K SCALE: 1" = 1'-0"E5DETAIL - CASEWORK SC A L E : 1 " = 1 ' - 0 " A3 DE T A I L - C A S E W O R K SC A L E : 1 " = 1 ' - 0 " C1 VA N I T Y D E T A I L SC A L E : 1 " = 1 ' - 0 " C3 DE T A I L - C A S E W O R K SC A L E : 1 " = 1 ' - 0 " A2 DE T A I L - C A S E W O R K SC A L E : 6 " = 1 ' - 0 " E3 CA B I N E T C R O W N D E T A I L SCALE: 1" = 1'-0"C5DETAIL - CASEWORK SC A L E : 6 " = 1 ' - 0 " E2 CA B I N E T D O O R P R O F I L E SC A L E : 6 " = 1 ' - 0 " D2 RE S T R O O M M I R R O R F R A M E SC A L E : 6 " = 1 ' - 0 " C2 RE S T R O O M S P L A S H SC A L E : 1 " = 1 ' - 0 " A1 DE T A I L - C A S E W O R K SC A L E : 1 " = 1 ' - 0 " C4 DE T A I L - C A S E W O R K SC A L E : 1 " = 1 ' - 0 " E1 VA N I T Y D E T A I L 3SEPT 10, 2012ADDENDUM 3 4SEPT 17, 2012ADDENDUM 4 3 4 LEVEL 1 100' - 0"HARDWOOD ADJ SHELVES WITH 1-1/2" HARDWOOD EDGE STONE BASEHARDWOOD TRIM 1'-3 1/4"7'-7 5/8"1'-0" C4 AE 5 9 2 OP E N S H E L F , P R O V I D E GR O M M E T A T B A C K F F O R AC C E S S T O P O W E R TV , P R O V I D E D B Y O W N E R DR A W E R , L O C K A B L E PO C K E T D O O R S 3" 2' - 6 " 3" ST O N E T O E K I C K LE V E L 1 10 0 ' - 0 " HA R D W O O D C A B I N E T W I T H A D J SH E L V E S A T I N T E R I O R ST O N E C O U N T E R T O P W/ S Q U A R E E D G E UN D E R C A B I N E T L I G H T I N G HA R D W O O D C A B I N E T W I T H AD J U S T A B L E S H E L V E S A T I N T E R I O R FI X E D P A N E L ST O N E T O E K I C K FI N I S H E D H A R D W O O D SO F F I T HA R D W O O D T R I M , S T A I N E D 1' - 1 1 " 6"1'-9 3/4"4 3/4"1 1/2" 1' - 2 " 1'-10 1/4"3'-0" LE V E L 1 10 0 ' - 0 " HA R D W O O D C A B I N E T WI T H D O O R S AD J S H E L V E S ST O N E T O E K I C K 6"4'-2 1/4"3'-0" 1' - 0 " LEVEL 1 100' - 0"T/O Ext Peirs 102'-5"STRUCTURAL COLUMN BEHIND CABINETHARDWOOD CABINET WITH FINISH BACK HARDWOOD ADJUSTABLE SHELVES STONE BASE 6 5/8"6'-11 1/2"4 7/8"1'-0" LE V E L 1 10 0 ' - 0 " CO V E D T I L E B A S E AD J U S T A B L E S H E L V E S HA R D W O O D C A B I N E T FR A M E 6 5/8"6'-6 7/8"1" 1' - 0 " HA R D W O O D C A B I N E T WI T H D O O R S LE V E L 1 10 0 ' - 0 " HA R D W O O D C A B I N E T L O C K E R W I T H AD J U S T A B L E S H E L F A T B O T T O M . EA C H T O H A V E L O C K A N D K E Y WI T H L O C K E R # P A I R E D W / K E Y DO U B L E C O A T H O O K M O U N T E D AT E A C H S I D E O F L O C K E R , T Y P HA R D W O O D C A B I N E T W I T H AD J U S T A B L E S H E L V E S A T I N T E R I O R ST O N E T O E K I C K 2' - 0 " 6 3/8"4'-1 7/8"3'-0" 3'-9 5/8"11 " 3'-0"2'-2" LE V E L 1 10 0 ' - 0 " CO A T R O D ST O N E T O E K I C K 3" HA R D W O O D C A B I N E T W I T H AD J U S T A B L E S H E L V E S A T I N T E R I O R 1' - 0 " 6 3/8"4'-1 7/8"3'-0" 3'-0"2'-2" LE V E L 1 10 0 ' - 0 " ST O N E C O U N T E R T O P W/ S Q U A R E E D G E HA R D W O O D C A B I N E T W/ D O O R S UC RE F R I G E R A T O R 1' - 1 1 " 4"2'-4 1/2"1 1/2" 1' - 1 0 1 / 4 " ST O N E T O E K I C K LE V E L 1 10 0 ' - 0 " FI X E D S H E L F W I T H A D J SH E L V E S B E L O W F O R EL E C T R O N I C E Q U I P M E N T . PR O V I D E G R O M E T I N SH E L V E S F O R C O R D A C C E S S OU T L E T F O R T V A N D D V D HA R D W O O D C A B I N E T W I T H AD J U S T A B L E S H E L V E S A T I N T E R I O R ST O N E T O E K I C K TV A N D D V D PR O V I D E D B Y O W N E R HA R D W O O D C A B I N E T W I T H PO C K E T D O O R S 2' - 0 " 6"4'-2 1/4"3'-0" 1' - 8 " 1'-6" METAL TUBE METAL CHANNEL ATTACHED TO VERTICAL SUPPORTSMETAL PIPE TO HOLD FABRIC/WALLCOVERING BOLT SU B S T R A T E ST O N E T I L E CA R P E T ME T A L S C H L U T E R S T R I P SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 4:38:08 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt CASEWORK DETAILS AE592Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SCALE: 1" = 1'-0"A5DETAIL - CASEWORK SC A L E : 1 " = 1 ' - 0 " A4 DE T A I L - C A S E W O R K SC A L E : 1 " = 1 ' - 0 " A2 DE T A I L - C A S E W O R K SC A L E : 1 " = 1 ' - 0 " C2 DE T A I L - C A S E W O R K SCALE: 1" = 1'-0"C5DETAIL - CASEWORK SC A L E : 1 " = 1 ' - 0 " C3 DE T A I L - C A S E W O R K SC A L E : 1 " = 1 ' - 0 " A3 DE T A I L - C A S E W O R K SC A L E : 1 " = 1 ' - 0 " A1 DE T A I L - C A S E W O R K SC A L E : 1 " = 1 ' - 0 " C1 DE T A I L - C A S E W O R K SC A L E : 1 " = 1 ' - 0 " C4 DE T A I L - C A S E W O R K SCALE: 3" = 1'-0"E5FABRIC RACKS SC A L E : 6 " = 1 ' - 0 " E4 TI L E D E T A I L SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/27/2012 10:57:38 AM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt FINISH SCHEDULE AE600AIndianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012ASDF/CN/KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012GENERAL FINISH NOTES 1. W2 TO BE PAINTED P1, U.N.O.2. C1 TO BE PAINTED P2, U.N.O.3. CROWN MOLDING TO BE PAINTED TO MATCH CEILING, TYPICAL. FI N I S H S C H E D U L E - L E V E L 1 RM # R O O M N A M E FL O O R B A S E N O R T H W A L L E A S T W A L L S O U T H W A L L W E S T W A L L C E I L I N G REMARKSRM # F1 STONE A F2 STONE B F3 STONE C F4 ACCENT BORDER F5 CARPET A, BROADLOOM F6 CARPET B, BROADLOOM F7 CARPET C, BROADLOOM F8 CARPET D, TILE F9 CARPET E, TILE F10 CARPET F, TILE, WALK-OFF F11 PORCELAIN TILE F12 PORCELAIN TILE, MOSAIC F13 PAINTED CONCRETE B1 STONE BASE A B2 STONE BASE B B3 STONE BASE C B4 COVED CERAMIC TILE BASE B5 RUBBER BASE W1 PAINTED MDF/GYP W2 PAINTED GYP W3 HARDWOOD VENEER PANELING & TRIM, STAINED W4 HARDWOOD PANELING & TRIM, PAINTED W5 DECORATIVE ARTIST MURAL W6 WALLCOVERING W7 WALLCOVERING W8 CERAMIC TILE W9 CERAMIC TILE W10 WALLCOVERING W11 STONE TILE W12 STONE TILE W13 PAINTED CONCRETE W1 PAINTED MDF/GYP W2 PAINTED GYP W3 HARDWOOD VENEER PANELING & TRIM, STAINED W4 HARDWOOD PANELING & TRIM, PAINTED W5 DECORATIVE ARTIST MURAL W6 WALLCOVERING W7 WALLCOVERING W8 CERAMIC TILE W9 CERAMIC TILE W10 WALLCOVERING W11 STONE TILE W12 STONE TILE W13 PAINTED CONCRETE W1 PAINTED MDF/GYP W2 PAINTED GYP W3 HARDWOOD VENEER PANELING & TRIM, STAINED W4 HARDWOOD PANELING & TRIM, PAINTED W5 DECORATIVE ARTIST MURAL W6 WALLCOVERING W7 WALLCOVERING W8 CERAMIC TILE W9 CERAMIC TILE W10 WALLCOVERING W11 STONE TILE W12 STONE TILE W13 PAINTED CONCRETE W1 PAINTED MDF/GYP W2 PAINTED GYP W3 HARDWOOD VENEER PANELING & TRIM, STAINED W4 HARDWOOD PANELING & TRIM, PAINTED W5 DECORATIVE ARTIST MURAL W6 WALLCOVERING W7 WALLCOVERING W8 CERAMIC TILE W9 CERAMIC TILE W10 WALLCOVERING W11 STONE TILE W12 STONE TILE W13 PAINTED CONCRETE C1 GYP. BOARD, PAINTED C2 NOT USED C3 OPEN TO STRUCTURE, PAINTED (A/V & LAUNDRY)C4 ACOUSTICAL PLASTER C5 GFRG C6 CERAMIC TILE 10 0 V E S T I B U L E F 1 F 2 F 3 F 4 F 1 0 B 1 W 1 W 1 W 1 W 1 C 1 S T O N E P I L A S T E R S - M 1 6 1 0 0 10 1 E N T R Y F 1 F 2 F 3 F 4 B 1 W 1 W 1 W 1 W 1 C 1 S T O N E P I L A S T E R S - M 1 6 , RECOMMEND DESK, M1101 10 1 A C O A T S F 1 F 2 F 3 F 4 B 1 W 1 0 W 1 0 W 1 0 W 1 0 C 1 1 0 1 A 10 1 B C O A T S F 1 B 1 W 1 0 W 1 0 W 1 0 W 1 0 C 1 1 0 1 B 10 1 C C O A T S F 1 B 1 W 1 0 W 1 0 W 1 0 W 1 0 C 1 1 0 1 C 10 1 D P O R T A L F 1 B 1 W 3 W 3 W 3 W 3 C 1 1 0 1 D 10 2 W A I T I N G F 5 B 1 W 1 W 1 W 1 W 1 1 W 1 C 1 1 0 2 10 2 A R E S T R O O M - W O M E N F 1 F 2 F 3 F 4 B 1 W 2 W 8 W 9 W 2 W 8 W 9 W 2 W 8 W 9 W 2 W 8 W 9 C 1 1 0 2 A 10 2 B R E S T R O O M - M E N F 1 F 2 F 3 F 4 B 1 W 2 W 8 W 9 W 2 W 8 W 9 W 2 W 8 W 9 W 2 W 8 W 9 C 1 1 0 2 B 10 2 C W A I T I N G F 1 B 1 W 1 W 1 W 1 W 1 1 W 1 C 1 1 0 2 C 10 3 H A L L F 1 F 2 F 3 F 4 B 1 W 1 W 1 W 1 W 1 C 1 1 0 3 10 4 H A L L F 1 F 2 F 3 F 4 B 1 W 1 W 1 W 1 W 1 C 1 1 0 4 10 5 C U S T O D I A L F 1 1 B B4 W 2 W 8 W 2 W 8 W 2 W 8 W 2 W 8 C 1 1 0 5 10 6 W O R K R O O M F 5 B 1 W 1 0 W 1 0 W 1 0 W 1 0 C 1 1 0 6 10 6 B H A L L F 5 B 1 W 1 0 W 1 0 W 1 0 W 1 0 C 1 1 0 6 B 10 7 W A I T I N G F 5 B 1 W 1 0 W 1 0 W 1 0 W 1 0 C 1 1 0 7 10 8 H A L L F 5 B 1 W 1 0 W 1 0 W 1 0 W 1 0 C 1 1 0 8 10 9 H A L L F 5 B 1 W 1 0 W 1 0 W 1 0 W 1 0 C 1 1 0 9 11 0 P R E S I D E N T O F F I C E F 5 B 1 W 1 W 1 W 1 W 1 C 1 1 1 0 11 0 A W A R D R O B E F 5 B 1 W 1 0 W 1 0 W 1 0 W 1 0 C 1 1 1 0 A 11 0 B R E S T R O O M F 1 F 2 F 3 F 4 B 1 W 2 W 8 W 9 W 2 W 8 W 9 W 2 W 8 W 9 W 2 W 8 W 9 C 1 1 1 0 B 11 1 C O U N S E L O R O F F I C E F 5 B 1 W 1 0 W 1 0 W 1 0 W 1 0 C 1 1 1 1 11 2 C O U N S E L O R O F F I C E F 5 B 1 W 1 0 W 1 0 W 1 0 W 1 0 C 1 1 1 2 11 4 W A R D R O B E F 1 F 2 F 3 F 4 B 2 W 7 W 7 W 7 W 7 C 1 / P9114 11 5 B R I D E / M A T R O N F 1 F 2 F 3 F 4 B 2 W 1 / P1 0 W4 / P9 W7 W 1 / P1 0 W4 / P9 W7 W 1 / P1 0 W4 / P9 W7 W 1 / P1 0 W4 / P9 W7 C 1 / P9PAINTED CABINETRY - P9115 11 6 F O Y E R F 1 F 2 F 3 F 4 B 2 W 7 W 7 W 7 W 7 C 1 / P9116 11 7 W A R D R O B E F 1 F 2 F 3 F 4 B 2 W 7 W 7 W 7 W 7 C 1 / P9117 11 8 R E S T R O O M F 1 F 2 F 3 F 4 B 1 W 2 / W9 W8 W 9 W 2 / W9 W8 W 9 W 2 / W9 W8 W 9 W 2 / W 9 W8 W 9 C 1 / C9118 11 9 B R E A K F 1 F 2 B 1 W 1 0 W 1 0 W 1 0 W 1 0 C 1 1 1 9 12 0 V E S T I B U L E F 5 B 1 W1 0 W 1 0 W 1 0 C 1 1 2 0 12 1 A V E S T F 5 B 1 W 1 W 1 W 1 W 1 C 1 1 2 1 A 12 1 B B O O T H - W O M E N F 5 B 1 W 1 W 1 W 1 W 1 C 1 C U R T A I N - M 8 1 2 1 B 12 1 C V E S T F 5 B 1 W 1 W 1 W 1 W 1 C 1 1 2 1 C 12 2 R E S T R O O M - W O M E N F 1 1 B 4 W 2 W 8 W 9 W 2 W 8 W 9 W 2 W 8 W 9 W 2 W 8 W 9 C 1 1 2 2 12 3 D R E S S I N G - W O M E N F 8 B 1 W 1 0 W 1 0 W 1 0 W 1 0 C 1 1 2 3 12 4 W O R K E R D R E S S I N G - W O M E N F 8 B 1 W 1 0 W 1 0 W 1 0 W 1 0 C 1 1 2 4 12 5 H A L L F 8 B 1 W 1 0 W 1 0 W 1 0 W 1 0 C 1 1 2 5 12 6 I N S T R U C T I O N - W O M E N F 8 B 1 W 1 0 W 1 0 W 1 0 W 1 0 C 1 1 2 6 12 7 I N S T R U C T I O N - W O M E N F 8 B 1 W 1 W 1 W 1 W 1 C 1 1 2 7 12 7 A I N S T R U C T I O N D F 9 B 1 W 1 / P1 0 W1 / P1 0 W1 / P1 0 W1 / P1 0 C1/P9C5/P9127A 12 7 B I N S T R U C T I O N D F 9 B 1 W 1 / P1 0 W1 / P1 0 W1 / P1 0 W1 / P1 0 C1/P9C5/P9127B 12 7 C H A L L F 8 B 1 W 1 0 W 1 0 W 1 0 W 1 0 C 1 1 2 7 C 13 0 V E S T I B U L E F 5 B 1 W 1 0 W 1 0 W 1 0 W 1 0 C 1 1 3 0 13 1 A V E S T F 5 B 1 W 1 W 1 W 1 W 1 C 1 1 3 1 A 13 1 B B O O T H - M E N F 5 B 1 W 1 W 1 W 1 W 1 C 1 C U R T A I N - M 8 1 3 1 B 13 1 C V E S T F 5 B 1 W 1 W 1 W 1 W 1 C 1 1 3 1 C 13 2 R E S T R O O M - M E N F 1 1 B 4 W 2 W 8 W 9 W 2 W 8 W 9 W 2 W 8 W 9 W 2 W 8 W 9 C 1 1 3 2 13 3 D R E S S I N G - M E N F 8 B 1 W 1 0 W 1 0 W 1 0 W 1 0 C 1 1 3 3 13 4 W O R K E R D R E S S I N G - M E N F 8 B 1 W 1 0 W 1 0 W 1 0 W 1 0 C 1 1 3 4 13 5 H A L L F 8 B 1 W 1 0 W 1 0 W 1 0 W 1 0 C 1 1 3 5 13 6 I N S T R U C T I O N - M E N F 8 B 1 W 1 0 W 1 0 W 1 0 W 1 0 C 1 1 3 6 13 7 I N S T R U C T I O N - M E N F 8 B 1 W 1 W 1 W 1 W 1 C 1 1 3 7 13 7 A I N S T R U C T I O N D F 9 B 1 W 1 / P1 0 W1 / P1 0 W1 / P1 0 W1 / P1 0 C1/P9C5/P9137A 13 7 B I N S T R U C T I O N D F 9 B 1 W 1 / P1 0 W1 / P1 0 W1 / P1 0 W1 / P1 0 C1/P9C5/P9137B 13 7 C H A L L F 8 B 1 W 1 0 W 1 0 W 1 0 W 1 0 C 1 1 3 7 C 14 0 H A L L F 5 B 1 W 1 W 1 W 1 W 1 C 1 1 4 0 14 1 A A U D I O V I S U A L F 1 1 B B1 W 1 0 W 1 0 W 1 0 W 1 0 C 1 1 4 1 A 14 2 A H A L L F 5 B 1 W 1 W 1 W 1 W 1 W 1 1 C 1 1 4 2 A 14 2 B H A L L F 5 B 1 W 1 W 1 W 1 W 1 W 1 1 C 1 1 4 2 B 14 2 C H A L L F 1 B 1 W 1 W 1 W 1 W 1 C 1 1 4 2 C 14 4 W O R K E R S T U D Y F 5 B 1 W 3 W 1 0 W 3 W 1 0 W 3 W 1 0 W 3 W 1 0 C 1 1 4 4 14 5 R E S T R O O M F 1 1 B 4 W 2 W 8 W 9 W 2 W 8 W 9 W 2 W 8 W 9 W 2 W 8 W 9 W 1 0 C 1 1 4 5 14 6 Y O U T H F 5 B 4 W 1 W 1 W 1 W 1 C 1 1 4 6 14 6 A R E S T R O O M F 1 1 B 4 W 2 W 8 W 9 W 2 W 8 W 9 W 2 W 8 W 9 W 2 W 8 W 9 C 1 1 4 6 A 14 6 B I N F A N T W A I T I N G F 5 B 1 W 1 0 W 1 0 W 1 0 W 1 0 C 1 1 4 6 B 14 6 C S T O R A G E F 5 B 5 W 2 W 2 W 2 W 2 C 1 1 4 6 C 14 6 D C O R R I D O R F 5 B 1 W 1 0 W 1 0 W 1 0 W 1 0 C 1 1 4 6 D 14 7 V E S T I B U L E F 2 B 1 W 1 0 W 1 0 W 1 0 W 1 0 C 1 1 4 7 14 8 I N S T R U C T I O N 2 F 7 B 3 W 4 / P1 1 , P1 2 W4 / P1 1 , P1 2 W4 / P1 1 , P1 2 W4 / P1 1 , P1 2 C1/P11C5/P1 1STONE PILASTERS - M15, ALTAR -M15, M6148 14 9 I N S T R U C T I O N 1 F 7 B 3 W 4 / P1 1 , P1 2 W4 / P1 1 , P1 2 W4 / P1 1 , P1 2 W4 / P1 1 , P1 2 C1/P11C5/P1 1STONE PILASTERS - M15, ALTAR -M15, M6149 14 9 A C L O S E T F 7 B 3 W 2 / P1 2 W2 / P1 2 W2 / P1 2 W2 / P 1 2 C1/P11149A 14 9 B V E S T I B U L E F 5 B 1 W 1 W 1 W 1 W 1 C 1 1 4 9 B 1AUG 27, 2012ADDENDUM 1 1 SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/10/2012 8:43:28 AM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt FINISH SCHEDULE AE600BIndianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012GENERAL FINISH NOTES 1. W2 TO BE PAINTED P1, U.N.O.2. C1 TO BE PAINTED P2, U.N.O.3. CROWN MOLDING TO BE PAINTED TO MATCH CEILING, TYPICAL. FI N I S H S C H E D U L E - L E V E L 1 c o n t . RM # R O O M N A M E FL O O R B A S E N O R T H W A L L E A S T W A L L S O U T H W A L L W E S T W A L L C E I L I N G REMARKSRM # F1 STONE A F2 STONE B F3 STONE C F4 ACCENT BORDER F5 CARPET A, BROADLOOM F6 CARPET B, BROADLOOM F7 CARPET C, BROADLOOM F8 CARPET D, TILE F9 CARPET E, TILE F10 CARPET F, TILE, WALK-OFF F11 PORCELAIN TILE F12 PORCELAIN TILE, MOSAIC F13 PAINTED CONCRETE B1 STONE BASE A B2 STONE BASE B B3 STONE BASE C B4 COVED CERAMIC TILE BASE B5 RUBBER BASE W1 PAINTED MDF/GYP W2 PAINTED GYP W3 HARDWOOD VENEER PANELING & TRIM, STAINED W4 HARDWOOD PANELING & TRIM, PAINTED W5 DECORATIVE ARTIST MURAL W6 WALLCOVERING W7 WALLCOVERING W8 CERAMIC TILE W9 CERAMIC TILE W10 WALLCOVERING W11 STONE TILE W12 STONE TILE W13 PAINTED CONCRETE W1 PAINTED MDF/GYP W2 PAINTED GYP W3 HARDWOOD VENEER PANELING & TRIM, STAINED W4 HARDWOOD PANELING & TRIM, PAINTED W5 DECORATIVE ARTIST MURAL W6 WALLCOVERING W7 WALLCOVERING W8 CERAMIC TILE W9 CERAMIC TILE W10 WALLCOVERING W11 STONE TILE W12 STONE TILE W13 PAINTED CONCRETE W1 PAINTED MDF/GYP W2 PAINTED GYP W3 HARDWOOD VENEER PANELING & TRIM, STAINED W4 HARDWOOD PANELING & TRIM, PAINTED W5 DECORATIVE ARTIST MURAL W6 WALLCOVERING W7 WALLCOVERING W8 CERAMIC TILE W9 CERAMIC TILE W10 WALLCOVERING W11 STONE TILE W12 STONE TILE W13 PAINTED CONCRETE W1 PAINTED MDF/GYP W2 PAINTED GYP W3 HARDWOOD VENEER PANELING & TRIM, STAINED W4 HARDWOOD PANELING & TRIM, PAINTED W5 DECORATIVE ARTIST MURAL W6 WALLCOVERING W7 WALLCOVERING W8 CERAMIC TILE W9 CERAMIC TILE W10 WALLCOVERING W11 STONE TILE W12 STONE TILE W13 PAINTED CONCRETE C1 GYP. BOARD, PAINTED C2 NOT USED C3 OPEN TO STRUCTURE, PAINTED (A/V & LAUNDRY)C4 ACOUSTICAL PLASTER C5 GFRG C6 CERAMIC TILE 15 0 L O B B Y F 7 B 3 W 4 / P1 1 , P1 2 W4 / P1 1 , P1 2 W4 / P1 1 ,P1 2 W4 / P1 1 , P1 2 C1/P11C5/P1 1STONE PILASTERS - M15150 15 0 A H A L L F 5 B 1 W 1 W 1 W 1 W 1 C 1 1 5 0 A 15 0 B H A L L F 5 B 1 W 1 W 1 W 1 W 1 C 1 1 5 0 B 15 1 H A L L F 5 B 1 W 1 W 1 W 1 W 1 C 1 1 5 1 15 2 A H A L L F 5 B 1 W 1 W 1 W 1 W 1 C 1 1 5 2 A 15 2 B H A L L F 5 B 1 W 1 W 1 W 1 W 1 C 1 1 5 2 B 15 3 P A S S T H R U F 7 B 3 W 4 / P1 1 , P1 2 W4 / P1 1 , P1 2 W4 / P1 1 ,P1 2 W4 / P1 1 , P1 2 C1/P11153 15 4 I N S T R U C T I O N B F 6 B 2 W 4 / P9 , P1 0 W6 W 4 / P9 , P1 0 W6 W 4 / P9 , P1 0 W6 W 4 / P9 , P1 0 W6 C 1 / P9,P10C4/P9,P10C5/P9 , P10STONE PILASTERS - M15, ALTAR -M15, M5, OPERA SEATS - M2, M13154 15 4 A V E S T I B U L E F 6 B 2 W 4 / P9 , P1 0 W6 W 4 / P9 , P1 0 W6 W 4 / P9 , P1 0 W6 W 4 / P9 , P1 0 W6 C 1 / P9,P10C4/P9154A 15 5 V E S T I B U L E F 5 B 1 W 3 W 1 0 W 3 W 1 0 W 3 W 1 0 W 3 W 1 0 C 1 / P9155 15 7 C H A P E L F 5 B 1 W 1 W 1 W 3 W 1 W 1 W 3 C 1 P E W S - M 1 , M 1 9 , P O D I U M - M 1 1 5 7 15 8 H A L L F 5 B 1 W 1 0 W 1 0 W 1 0 W 1 0 C 1 1 5 8 15 9 I N S T R U C T I O N A F 5 B 1 W 1 / P9 W3 W 5 W 1 / P9 W3 W 5 W 1 / P9 W2 / P1 7 W3 W 5 W 1 / P9 W3 W 5 C 1 C 4 S T O N E P I L A S T E R S - M 1 4 , E N D PANELS - M1, ALTAR - M1, M4, OPERA SEATS - M1, M12159 16 1 G I R L S D R E S S I N G F 1 1 B B4 W 2 W 8 W 9 W 2 W 8 W 9 W 2 W 8 W 9 W 2 W 8 W 9 C 1 1 6 1 16 1 A R E S T R O O M F 1 1 B B4 W 2 W 8 W 9 W 2 W 8 W 9 W 2 W 8 W 9 W 2 W 8 W 9 C 1 1 6 1 A 16 1 B G I R L S D R E S S I N G F 1 1 B B4 W 2 W 8 W 9 W 2 W 8 W 9 W 2 W 8 W 9 W 2 W 8 W 9 C 1 1 6 1 B 16 1 C S H O W E R F 1 2 W 2 W 8 W 9 W 2 W 8 W 9 W 2 W 8 W 9 W 2 W 8 W 9 C 1 C 6 1 6 1 C 16 2 V E S T F 1 1 B F12 B 4 W 2 W 8 W 9 W 2 W 8 W 9 W 2 W 8 W 9 W 2 W 8 W 9 C 1 1 6 2 16 9 V E S T F 1 1 B F12 B 4 W 2 W 8 W 9 W 2 W 8 W 9 W 2 W 8 W 9 W 2 W 8 W 9 C 1 1 6 9 17 0 B A P T I S T R Y F 1 F 2 F 3 F 4 B 1 W 1 / P1 W3 W 1 / P1 W3 W 1 / P1 W3 W 1 / P1 W3 C 1 / P5STONE PILASTERS - M16170 17 0 A V E S T I B U L E F 1 F 2 F 3 F 4 B 1 W 3 W 3 W 3 W 3 C 1 / P5170A 17 1 B O Y S D R E S S I N G F 1 1 B B4 W 2 W 8 W 9 W 2 W 8 W 9 W 2 W 8 W 9 W 2 W 8 W 9 C 1 1 7 1 17 1 A R E S T R O O M F 1 1 B B4 W 2 W 8 W 9 W 2 W 8 W 9 W 2 W 8 W 9 W 2 W 8 W 9 C 1 1 7 1 A 17 1 B B O Y S D R E S S I N G F 1 1 B B4 W 2 W 8 W 9 W 2 W 8 W 9 W 2 W 8 W 9 W 2 W 8 W 9 C 1 1 7 1 B 17 1 C S H O W E R F 1 2 W 2 W 8 W 9 W 2 W 8 W 9 W 2 W 8 W 9 W 2 W 8 W 9 C 1 C 6 1 7 1 C 17 2 B A P T I S T R Y C H A P E L F 5 B 1 W 1 W 1 W 1 W 1 C 1 P E W S - M 1 , M 1 1 1 7 2 17 3 C O N F I R M A T I O N F 5 B 1 W 1 W 3 W 1 W 3 W 1 W 3 W 1 W 3 C 1 1 7 3 17 4 L A U N D R Y F 1 1 B B1 W 1 0 W 1 0 W 1 0 W 1 0 C 1 1 7 4 17 4 A H A L L F 1 1 B W1 0 W 1 0 W 1 0 W 1 0 C 1 1 7 4 A 17 5 C L O T H I N G F 5 B 1 W 1 0 W 1 0 W 1 0 W 1 0 C 1 1 7 5 17 6 C O R R I D O R F 5 B 1 W 1 0 W 1 0 W 1 0 W 1 0 C 1 1 7 6 17 7 C O R R I D O R F 5 B 1 W 1 0 W 1 0 W 1 0 W 1 0 C 1 1 7 7 17 8 R E C E P T I O N F 1 F 2 F 3 F 4 B 1 W 1 W 1 W 1 W 1 C 1 R E C O M M E N D D E S K - M 1 1 7 8 17 8 A C O A T S F 1 F 2 F 3 F 4 B 1 W 1 0 W 1 0 W 1 0 W 1 0 C 1 1 7 8 A 17 9 E N T R Y F 1 F 2 F 3 F 4 B 1 W 1 W 1 W 1 W 1 C 1 1 7 9 17 9 B P O R T A L F 1 B 1 W 3 W 3 W 3 W 3 C 1 1 7 9 B 18 0 V E S T I B U L E F 1 0 B 1 W 1 W 1 W 1 W 1 C 1 1 8 0 18 1 S T O R A G E F 1 B 1 W 2 W 2 W 2 W 2 C 1 1 8 1 18 2 C O R R I D O R F 5 B 1 W 1 0 W 1 0 W 1 0 W 1 0 C 1 1 8 2 S1 0 1 S T A I R F1 3 B 5 W 2 / P1 0 W2 / P1 0 W2 / P1 0 W2 / P 1 0 C3/P 10S101 1AUG 27, 2012ADDENDUM 1 3SEPT 10, 2012ADDENDUM 3 1 3 SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 4:38:28 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt FINISH SCHEDULE AE600CIndianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012GENERAL FINISH NOTES 1. W2 TO BE PAINTED P1, U.N.O.2. C1 TO BE PAINTED P2, U.N.O.3. CROWN MOLDING TO BE PAINTED TO MATCH CEILING, TYPICAL. FI N I S H S C H E D U L E - B A S E M E N T RM # R O O M N A M E FL O O R B A S E N O R T H W A L L E A S T W A L L S O U T H W A L L W E S T W A L L C E I L I N G REMARKSRM # F1 STONE A F2 STONE B F3 STONE C F4 ACCENT BORDER F5 CARPET A, BROADLOOM F6 CARPET B, BROADLOOM F7 CARPET C, BROADLOOM F8 CARPET D, TILE F9 CARPET E, TILE F10 CARPET F, TILE, WALK-OFF F11 PORCELAIN TILE F12 PORCELAIN TILE, MOSAIC F13 PAINTED CONCRETE B1 STONE BASE A B2 STONE BASE B B3 STONE BASE C B4 COVED CERAMIC TILE BASE B5 RUBBER BASE W1 PAINTED MDF/GYP W2 PAINTED GYP W3 HARDWOOD VENEER PANELING & TRIM, STAINED W4 HARDWOOD PANELING & TRIM, PAINTED W5 DECORATIVE ARTIST MURAL W6 WALLCOVERING W7 WALLCOVERING W8 CERAMIC TILE W9 CERAMIC TILE W10 WALLCOVERING W11 STONE TILE W12 STONE TILE W13 PAINTED CONCRETE W1 PAINTED MDF/GYP W2 PAINTED GYP W3 HARDWOOD VENEER PANELING & TRIM, STAINED W4 HARDWOOD PANELING & TRIM, PAINTED W5 DECORATIVE ARTIST MURAL W6 WALLCOVERING W7 WALLCOVERING W8 CERAMIC TILE W9 CERAMIC TILE W10 WALLCOVERING W11 STONE TILE W12 STONE TILE W13 PAINTED CONCRETE W1 PAINTED MDF/GYP W2 PAINTED GYP W3 HARDWOOD VENEER PANELING & TRIM, STAINED W4 HARDWOOD PANELING & TRIM, PAINTED W5 DECORATIVE ARTIST MURAL W6 WALLCOVERING W7 WALLCOVERING W8 CERAMIC TILE W9 CERAMIC TILE W10 WALLCOVERING W11 STONE TILE W12 STONE TILE W13 PAINTED CONCRETE W1 PAINTED MDF/GYP W2 PAINTED GYP W3 HARDWOOD VENEER PANELING & TRIM, STAINED W4 HARDWOOD PANELING & TRIM, PAINTED W5 DECORATIVE ARTIST MURAL W6 WALLCOVERING W7 WALLCOVERING W8 CERAMIC TILE W9 CERAMIC TILE W10 WALLCOVERING W11 STONE TILE W12 STONE TILE W13 PAINTED CONCRETE C1 GYP. BOARD, PAINTED C2 NOT USED C3 OPEN TO STRUCTURE, PAINTED (A/V & LAUNDRY)C4 ACOUSTICAL PLASTER C5 GFRG C6 CERAMIC TILE B0 1 H A L L F1 3 B 5 W 2 / P1 0 W2 / P1 0 W2 / P1 0 W2 / P 1 0 C1/P2B01 B0 2 S T O R A G E F 1 3 B 5 W 2 / P1 0 W1 3 / P 10 W2 / P1 0 W2 / P 1 0 C3/P 10B02 B0 3 S E C U R I T Y F 8 B 5 W 2 / P1 0 W2 / P1 0 W2 / P1 0 W2 / P 1 0 C1/P2B03 B0 4 E L E C F1 3 B 5 W 1 3 / P1 0 W1 3 / P 10 W1 3 / P1 0 W13/P10C3/P 10B04 B0 5 L O W E R F O N T F 1 F 2 F 3 B 1 W 1 2 W 1 2 W 1 2 W 1 2 C 1 / P2B05 B0 6 M E C H F1 3 B 5 W 2 / P1 0 W2 / P1 0 W1 3 / P 10 W1 3 / P1 0 C3/P 10B06 B0 6 a C H A S E F1 3 B 5 W 2 / P1 0 W1 / P2 W1 / P2 W1 / P2 C3/P 2B06a B0 7 W O R K S H O P F 1 3 B 5 W 1 3 W 2 / P1 0 W2 / P1 0 W2 / P 1 0 C3/P 10B07 B0 8 S T O R A G E F 1 3 B 5 W 1 3 / P1 0 W2 / P1 0 W2 / P1 0 W13/P10C3/P 10B08 S0 0 1 S T A I R F1 3 B 5 W 2 / P1 0 W2 / P1 0 W2 / P1 0 W2 / P 1 0 C3/P 10S001 FI N I S H S C H E D U L E - L E V E L 2 RM # R O O M N A M E FL O O R B A S E N O R T H W A L L E A S T W A L L S O U T H W A L L W E S T W A L L C E I L I N G REMARKSRM # F1 STONE A F2 STONE B F3 STONE C F4 ACCENT BORDER F5 CARPET A, BROADLOOM F6 CARPET B, BROADLOOM F7 CARPET C, BROADLOOM F8 CARPET D, TILE F9 CARPET E, TILE F10 CARPET F, TILE, WALK-OFF F11 PORCELAIN TILE F12 PORCELAIN TILE, MOSAIC F13 PAINTED CONCRETE B1 STONE BASE A B2 STONE BASE B B3 STONE BASE C B4 COVED CERAMIC TILE BASE B5 RUBBER BASE W1 PAINTED MDF/GYP W2 PAINTED GYP W3 HARDWOOD VENEER PANELING & TRIM, STAINED W4 HARDWOOD PANELING & TRIM, PAINTED W5 DECORATIVE ARTIST MURAL W6 WALLCOVERING W7 WALLCOVERING W8 CERAMIC TILE W9 CERAMIC TILE W10 WALLCOVERING W11 STONE TILE W12 STONE TILE W13 PAINTED CONCRETE W1 PAINTED MDF/GYP W2 PAINTED GYP W3 HARDWOOD VENEER PANELING & TRIM, STAINED W4 HARDWOOD PANELING & TRIM, PAINTED W5 DECORATIVE ARTIST MURAL W6 WALLCOVERING W7 WALLCOVERING W8 CERAMIC TILE W9 CERAMIC TILE W10 WALLCOVERING W11 STONE TILE W12 STONE TILE W13 PAINTED CONCRETE W1 PAINTED MDF/GYP W2 PAINTED GYP W3 HARDWOOD VENEER PANELING & TRIM, STAINED W4 HARDWOOD PANELING & TRIM, PAINTED W5 DECORATIVE ARTIST MURAL W6 WALLCOVERING W7 WALLCOVERING W8 CERAMIC TILE W9 CERAMIC TILE W10 WALLCOVERING W11 STONE TILE W12 STONE TILE W13 PAINTED CONCRETE W1 PAINTED MDF/GYP W2 PAINTED GYP W3 HARDWOOD VENEER PANELING & TRIM, STAINED W4 HARDWOOD PANELING & TRIM, PAINTED W5 DECORATIVE ARTIST MURAL W6 WALLCOVERING W7 WALLCOVERING W8 CERAMIC TILE W9 CERAMIC TILE W10 WALLCOVERING W11 STONE TILE W12 STONE TILE W13 PAINTED CONCRETE C1 GYP. BOARD, PAINTED C2 NOT USED C3 OPEN TO STRUCTURE, PAINTED (A/V & LAUNDRY)C4 ACOUSTICAL PLASTER C5 GFRG C6 CERAMIC TILE 20 3 M E C H F1 3 B 5 W 2 / P1 0 W2 / P1 0 W2 / P1 0 W2 / P 1 0 C3/P 2203 20 4 T E C H N O L O G Y F 1 3 B 5 W 2 / P1 0 W2 / P1 0 W2 / P1 0 W2 / P 1 0 C3/P 10204 20 5 M E C H F1 3 B 5 W 2 / P1 0 W2 / P1 0 W2 / P1 0 W2 / P1 0 C3/P 10205 20 6 B O I L E R R O O M F 1 3 B 5 W 2 / P1 0 W2 / P1 0 W2 / P1 0 W2 / P 1 0 C3/P 20206 22 1 C A T W A L K B5 221 22 2 C A T W A L K 222 22 3 C A T W A L K 223 22 4 C A T W A L K 224 R1 0 0 L O B B Y A T T I C F 1 3 B 5 W 1 / P2 W1 / P2 W1 / P2 W1 / P2 C3/P 2R100 S2 0 1 S T A I R F1 3 B 5 W 2 / P1 0 W2 / P1 0 W2 / P1 0 W2 / P 1 0 C3/P 10S201 20 7 R o o m F1 3 B 5 W 1 / P2 W1 / P2 W1 / P2 W1 / P2 C3/P 2207 4 1 / 4 " 5/ 8 " G Y P . B O A R D 3 5 / 8 " M E T A L S T U D S @ 1 6 " O . C . 6 5 / 8 " 5/ 8 " G Y P . B O A R D 6" M E T A L S T U D S 7 1 / 4 " 6" M E T A L S T U D S (1 ) 5 / 8 " G Y P B O A R D BO T H S I D E S ( P R O V I D E TY P E ' X ' A T R A T E D PT N S . ) NO T E : UL F I R E R E S I S T I V E D E S I G N N O . U4 1 9 ( 1 ) H O U R A S S E M B L Y . AT R A T E D P T N S , P R O V I D E FI R E R E S I S T A N T F I L L P E R U L DE S I G N A T I O N 11 1 / 4 " 5/ 8 " G Y P . B O A R D BO T H S I D E S 10 " M E T A L S T U D S AC O U S T I C A L B A T T IN S U L A T I O N 5/ 8 " G Y P . B O A R D 3 5 / 8 " M E T A L S T U D S 2 RO W S 4 1 / 4 " 1" 4 1 / 4 " 9 1 / 2 " AC O U S T I C B A T T IN S U L A T I O N 1' - 1 3 / 4 " 5/ 8 " G Y P . B O A R D BO T H S I D E S 6" M E T A L S T U D S 2 RO W S 6 5 / 8 " 1/ 2 " 6 5 / 8 " AC O U S T I C B A T T IN S U L A T I O N 2 1 / 2 " 1" T Y P E " X " G Y P B D 2" C - H S T U D S 5/ 8 " T Y P E " X " G Y P B D NO T E : 1 H O U R F I R E R A T E D UL D e s U 4 1 5 Sy s t e m A 4 7 / 8 " (1 ) 5 / 8 " G Y P B O A R D BO T H S I D E S ( P R O V I D E TY P E ' X ' A T R A T E D PT N S . ) 3 5 / 8 " M E T A L S T U D S @ 1 6 " O . C . NO T E : UL F I R E R E S I S T I V E D E S I G N N O . U4 1 9 ( 1 ) H O U R A S S E M B L Y . AT R A T E D P T N S , P R O V I D E FI R E R E S I S T A N T F I L L P E R U L DE S I G N A T I O N 6" M E T A L S T U D S ( 2 ) 5 / 8 " G Y P B D . B O T H S I D E S AC O U S T I C A L B A T T IN S U L A T I O N 8 1 / 2 " 3 5 / 8 " M E T A L S T U D S @ 1 6 " O . C . 5/ 8 " C E M E N T B O A R D TH I N S E T T I L E 4 5 / 8 " NO T E : PR O V I D E W A T E R RE S I S T A N T G Y P . B D . AB O V E T I L E W H E R E T I L E DO E S N O T S P A N F U L L HE I G H T O F W A L L . 10 " M E T A L S T U D S 5/ 8 " C E M E N T B O A R D TH I N S E T T I L E NO T E : PR O V I D E W A T E R RE S I S T A N T G Y P . B D . AB O V E T I L E W H E R E T I L E DO E S N O T S P A N F U L L HE I G H T O F W A L L . 11 5 / 8 " AC O U S T I C B A T T IN S U L A T I O N 1' - 0 1 / 2 " (2 ) 5 / 8 " G Y P . B O A R D BO T H S I D E S 10 " M E T A L S T U D S AC O U S T I C B A T T IN S U L A T I O N (P R O V I D E F I R E RA T E D F I L L A T RA T E D P A R T I T I O N ) NO T E : UL F I R E R E S I S T I V E D E S I G N N O . U4 1 9 M I N I M U M ( 1 ) H O U R AS S E M B L Y . 6" M E T A L S T U D S 5/ 8 " C E M E N T B O A R D TH I N S E T T I L E NO T E : PR O V I D E W A T E R RE S I S T A N T G Y P . B D . AB O V E T I L E W H E R E T I L E DO E S N O T S P A N F U L L HE I G H T O F W A L L . 7 5 / 8 " AC O U S T I C B A T T IN S U L A T I O N 9 1/4"5/8" GYP. BOARD BOTH SIDES 8" METAL STUDS 6" M E T A L S T U D S ( 2 ) 5 / 8 " W A T E R R E S I S T A N T GY P B D . AC O U S T I C A L B A T T IN S U L A T I O N 8 1 / 2 " 3/ 8 " 1/ 2 " C E M E N T B A C K E R BO A R D TH I N S E T T I L E , S E E EL E V A T I O N S F O R FI N I S H E D H E I G H T 1/2" ( 2 ) 5 / 8 " G Y P B D . 8 7 / 8 " 5/ 8 " C E M E N T B A C K E R BO A R D 7 1 / 4 " (2 ) 5 / 8 " G Y P . B O A R D 6" M E T A L S T U D S (1 ) 5 / 8 " G Y P . B O A R D 6" M E T A L S T U D S 4 1 / 4 " 2 1 / 8 " 6 5 / 8 " 1' - 1 " AC O U S T I C B A T T IN S U L A T I O N 3 5 / 8 " M E T A L S T U D S (1 ) 5 / 8 " G Y P B O A R D 1'-7 1/4"(2) 5/8" GYP. BOARD BOTH SIDES 6" METAL STUDS 2 ROWS6 5/8"4 3/4"6 5/8"ACOUSTIC BATT INSULATION 8" M E T A L S T U D S ( 2 ) 5 / 8 " G Y P B D B O T H S I D E S AC O U S T I C A L B A T T IN S U L A T I O N 10 1 / 2 " 8" M E T A L S T U D S ( 2 ) 5 / 8 " G Y P B D O N E S I D E AC O U S T I C A L B A T T IN S U L A T I O N 9 7 / 8 " (1 ) 5 / 8 " G Y P B D ON E S I D E 6" M E T A L S T U D S ( 2 ) 5 / 8 " G Y P B D O N E S I D E AC O U S T I C A L B A T T IN S U L A T I O N 7 7 / 8 " (1 ) 5 / 8 " G Y P B D ON E S I D E 6" M E T A L S T U D S ( 2 ) 5 / 8 " G Y P B D O N E S I D E AC O U S T I C A L B A T T IN S U L A T I O N (2 ) 5 / 8 " G Y P B D O N E SI D E 9 1 / 2 " (1 ) 1 " G Y P B D O N E SI D E 11 7 / 8 " (2) 5/8" GYP BD ONE SIDE 10" METAL STUDS ACOUSTIC BATT INSULATION (1 ) 5 / 8 " G Y P B D ON E S I D E 5/ 8 " G Y P . B O A R D 1 1 / 2 " M E T A L FU R R I N G C H A N N E L S @ 1 6 " O . C . FA C E O F B A C K - U P ST R U C T U R E D1 AE301D1AE3012-1/2" E-STUDS @ 24" O.C. HORZ.1" GYP. SHAFT-WALL PANEL 2-1/2" J-RUNNER14ga TRACK3-5/8" 18ga STUDS @ 16" O.C.BRIDGE ASSEMBLY BETWEEN RATED WALLS5/8" TYPE "X" GYP. BD. FIRE TAPE ALL JOINTSRATED WALL ASSEMBLY (BEYOND)2" MINIMUM14ga TRACK 5/8" TYPE "X" GYP. BD. FIRE TAPE ALL JOINTSDUCT - COORDINATE SIZE W/MECH. CONTRACTOR(ALL SIDES)SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/17/2012 3:57:22 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt PARTITION TYPES AE601Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012MHDF/CN/KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 3 " = 1 ' - 0 " 1 PA R T I T I O N T Y P E SC A L E : 3 " = 1 ' - 0 " 2 PA R T I T I O N T Y P E SC A L E : 3 " = 1 ' - 0 " 6 PA R T I T I O N T Y P E SC A L E : 3 " = 1 ' - 0 " 10 PA R T I T I O N T Y P E SC A L E : 3 " = 1 ' - 0 " C3 AC S P A R T I T I O N T Y P E SC A L E : 3 " = 1 ' - 0 " C2 AC S P A R T I T I O N T Y P E SC A L E : 3 " = 1 ' - 0 " B PA R T I T I O N T Y P E SC A L E : 3 " = 1 ' - 0 " 4 PA R T I T I O N T Y P E SC A L E : 3 " = 1 ' - 0 " C6 AC S P A R T I T I O N T Y P E SC A L E : 3 " = 1 ' - 0 " T1 PA R T I T I O N T Y P E SC A L E : 3 " = 1 ' - 0 " T1 0 PA R T I T I O N T Y P E SC A L E : 3 " = 1 ' - 0 " C1 AC S A P A R T I T I O N T Y P E SC A L E : 3 " = 1 ' - 0 " T6 PA R T I T I O N T Y P E SCALE: 3" = 1'-0"8PARTITION TYPE 1. ALL PARTITIONS TO EXTEND TO STRUCTURAL DECK ABOVE UNLESS OTHERWISE INDICATED.TERMINATE AT UNDERSIDE OF STRUCTURE USING A DEFLECTION SLIP TRACK.2. SEE A3/AE551 FOR ACS PARTITION TYPICAL SILL AND HEAD DETAILS.3. COORDINATE STUD PLACEMENT AT ALL LOW RETURN-AIR GRILLES TO COORDINATE WITH ARCHITECTURAL DETAILS ON AE551 AND WITH MECHANICAL DUCTWORK, SEE MECH.4. STUD SPACING FOR ALL INTERIOR PARTITIONS = 16" O.C.5. PARTITION TYPE INDICATORS AS NOTED ON FLOOR PLANS:* INDICATES PARTITION TO EXTEND 2' ABOVE FINISHED CEILING (SEE A1/AE551 FOR DETAILS)a INDICATES ACOUSTICAL BATT FILL (TYP ACS DETAILS APPLY - SEE NOTES ABOVE)r INDICATES FIRE RATED PARTITION SC A L E : 3 " = 1 ' - 0 " C1 1 AC S P A R T I T I O N T Y P E SC A L E : 3 " = 1 ' - 0 " 3 PA R T I T I O N T Y P E SC A L E : 3 " = 1 ' - 0 " C4 AC S P A R T I T I O N T Y P E SCALE: 3" = 1'-0"C5ACS PARTITION TYPE SC A L E : 3 " = 1 ' - 0 " C8 AC S P A R T I T I O N T Y P E SC A L E : 3 " = 1 ' - 0 " C9 AC S P A R T I T I O N T Y P E SC A L E : 3 " = 1 ' - 0 " C7 AC S P A R T I T I O N T Y P E SC A L E : 3 " = 1 ' - 0 " C1 2 AC S P A R T I T I O N T Y P E SC A L E : 3 " = 1 ' - 0 " C1 0 AC S P A R T I T I O N T Y P E SC A L E : 3 " = 1 ' - 0 " F PA R T I T I O N T Y P E PARTITION TYPE GENERAL NOTES:SCALE: 3/4" = 1'-0"H1-HR HORIZONTAL DUCT CHASE 4SEPT 17, 2012ADDENDUM 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 WH E E L C H A I R A C C E S S I B L E T O I L E T S T A L L DO O R S W I N G I N 60" MIN 36" MIN6" MAX 12 " M A X 39 " - 4 1 " 54 " M I N 60 " M I N 4" M I N 36 " M I N 32 " M I N GR A B B A R TO I L E T S E A T CO V E R D I S P E N S E R TO I L E T T I S S U E DI S P E N S E R SA N I T A R Y N A P K I N DI S P E N S E R SU R F A C E M O U N T SO A P D I S P E N S E R MI R R O R HA I R D R Y E R PA P E R T O W E L DI S P E N S E R FI N I S H F L O O R L I N E OF SLOT 44" - CENTER MOUNTING BOX 48" - BOTTOM SEE DRAWINGS 38" MAX 48" MAX OF SLOT 48" - CENTER 18" MAX BOTTOM OF OPENING 44" MAX OF GRAB BAR 34" - CENTER TOILET SEAT 17" TOP OF 12 " M A X 39 " - 4 1 " 54 " M I N 36 " M A X 18" MIN 33" - 36" 39" - 41"16" MIN 17" - 19" 33" - 36" 16 " - 1 8 " 36 " M I N 6" M A X 18" MAX MO U N T I N G H E I G H T S WH E E L C H A I R & A M B U L A T O R Y AC C E S S I B L E T O I L E T 17" MAX 44" MAX 30 " M I N 24" EL O N G A T E D RI M MO U N T I N G H E I G H T S A C C E S S I B L E & TY P I C A L U R I N A L AC C E S S I B L E UR I N A L TY P I C A L UR I N A L 9" MIN 27" MIN 29" MIN 34" MAX B.O. MIRROR 38" MAX LEG CLEARANCE11" MIN6" MAXKNEE CLEARANCE8" MIN17" MIN NOTE: INSULATE PIPE WHEN EXPOSED (NO SHARP OR ABRASIVE SURFACES BELOW LAVATORY)ACCESSIBLE LAVATORY 38" MIN 48" MAX 3" - 6" 15 " 15 " 4" M A X EQ EQ 33" - 36" HA N D - H E L D SH O W E R H E A D O N 60 " ( M I N ) H O S E 18 " V E R T I C A L GR A B B A R CO N T R O L A R E A 42" SPOUT OUTLET WA T E R F O U N T A I N 6" MAX LEG CLEARANCE11" MIN9" MIN27" MIN17" - 19"KNEE CLEARANCE8" MINTOE CLEARANCE WHEELCHAIR ACCESSIBLE WATER FOUNTAIN CH A L K B O A R D / W H I T E B O A R D TA C K B O A R D FI R E E X T I N Q U I S H E R CA B I N E T FI R E EX T I N Q U I S H E R ATTACHMENT IN CABINET 48" - CABINET LATCH AND/OR F.E. 48"36" U.N.O.36"48" FI N I S H F L O O R L I N E SILICONE SEALANT CERAMIC TILE W/BULLNOSE EDGES @ PERIMETER SERVICE SINK EACH SIDE OF SINK12" TYP JANITOR SINK60" 48 " M I N 36" MIN 12 " M I N 4" MAX18 " 36 " M I N 36" MIN CL E A R A N C E AR E A SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 4:38:44 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt ADA MOUNTING HEIGHTS &RESTROOMS AE602AIndianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 2 " = 1 ' - 0 " B2 ST A L L P L A N SC A L E : 1 / 2 " = 1 ' - 0 " C2 RE S T R O O M E Q U I P M E N T SC A L E : 1 / 2 " = 1 ' - 0 " D2 ST A L L S I D E E L E V A T I O N SC A L E : 1 / 2 " = 1 ' - 0 " D3 ST A L L B A C K E L E V A T I O N SC A L E : 1 / 2 " = 1 ' - 0 " D4 MO U N T I N G H E I G H T S SCALE: 1/2" = 1'-0"D5LAVATORY HEIGHTS SC A L E : 1 / 2 " = 1 ' - 0 " B4 3X 3 S H O W E R E L E V A T I O N SC A L E : 1 / 2 " = 1 ' - 0 " C4 DR I N K I N G F O U N T A I N F R O N T E L E V A T I O N SCALE: 1/2" = 1'-0"C5DRINKING FOUNTAIN SIDE ELEVATION SC A L E : 1 / 2 " = 1 ' - 0 " A3 MO U N T I N G H E I G H T S SCALE: 1/2" = 1'-0"B5SERVICE SINK ELEVATION SC A L E : 1 / 2 " = 1 ' - 0 " B3 3X 3 S H O W E R S T A L L VA R I E S EQ EQ 2" 2" 4" IN N E R E D G E O F M I L L W O R K PA N E L S U R R O U N D O R E D G E OF D E C O R A T I V E P A I N T W H E R E OC C U R S CL CL CL CL DA T A / T V W H E R E O C C U R S VA R I E S EQ EQ 4" IN N E R E D G E O F M I L L W O R K PA N E L S U R R O U N D O R E D G E OF D E C O R A T I V E P A I N T WH E R E O C C U R S E CL CL BA S E - H E I G H T V A R I E S 1'-9"CL FI N I S H F L O O R VA R I E S CH A I R R A I L - H E I G H T V A R I E S CL 5" SW I T C H CL7'-0" A.F.F.TYPICALCL7'-0" A.F.F.TYPICAL HORN STROBEIR SENSORCL5'-6" A.F.F.TYPICAL SESSION CLOCKCL4'-9" A.F.F.TYPICAL THERMOSTATCL5'-6" A.F.F.TYPICAL REMOTE FACP SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 4:38:49 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt TYPICAL MOUNTING HEIGHTS AE602BIndianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 3 " = 1 ' - 0 " A1 DE T A I L SC A L E : 3 " = 1 ' - 0 " A2 DE T A I L SC A L E : 3 " = 1 ' - 0 " A3 DE T A I L SC A L E : 3 " = 1 ' - 0 " A4 DE T A I L SCALE: 3" = 1'-0"A5DETAILGENERAL NOTE:1. WHERE APPLICABLE, CENTER ELECTRICAL DEVICES WITHIN WALL PANEL OR PANEL STYLE UNLESS NOTED OTHERWISE 6" 2' - 3 " 6" 1'-2 1/2"7'-5 1/2"8" AE 6 0 9 A1 GL A Z I N G TY P E G 8 A5 AE 6 0 9 A5 AE 6 0 9 8" 1' - 8 " 8" 11"1'-8"11"1'-8"11"1'-8"1'-3" AE 6 0 9 E6 TY P O F 3 E1 AE 5 3 6 AE 5 3 6 A5 D3 AE 5 3 6 C1 AE 5 3 6 9'-6" 3' - 0 " A1 AE 5 3 5 SI M AE 5 3 6 A3 1'-2 1/2"7'-7 1/2"8" 6" 2' - 0 " 6" AE 6 0 9 A1 SI M GL A Z I N G TY P E G 8 A5 AE 6 0 9 A5 AE 6 0 9 AE 6 0 9 E6 9 1/2"2'-2" 6 1/4" 2'-2" 6 1/4" 2'-2"8" 8" 2' - 2 " 8" TY P O F 3 AE 6 0 9 C6 1'-1"1'-8"11"1'-8"11"1'-8"11" 8" 1' - 8 " 8" E4 AE 5 3 7 B5 AE 5 3 7 A5 AE 5 3 7 8' - 10" NA T U R A L F I N I S H MI L L W O R K P A N E L , DI A M O N D M A T C H VE N E E R 8"6'-1 1/4"6"1'-10 3/8"9 5/8" 6" 2' - 4 3 / 4 " 6" AE 6 0 9 A2 GL A Z I N G TY P E G 3 A5 AE 6 0 9 A5 AE 6 0 9 B5 AE 6 0 9 AE609E69 1/2"1'-8"7 1/4"1'-8"7 1/4"1'-8"1'-0"8"1'-8"8"TYP OF 3AE609E69 1/2"1'-8"7 1/4"1'-8"7 1/4"1'-8"1'-0"11"1'-8"11"TYP OF 3 AE 6 0 9 E5 9 1/2"1'-8" 7 1/4" 1'-8" 7 1/4" 1'-8"1'-0" 8" 1' - 8 " 8" TY P O F 3 AE 6 0 9 E2 9 1/2" 2'-2" 6 1/4" 2'-2" 6 1/4" 2'-2"8" 8" 2' - 2 " 8" TY P O F 3 8" 2' - 2 " 8" 8"2'-2" 6 1/4" 2'-2" 6 1/4" 2'-2"9 1/2" TY P O F 3 AE 6 0 9 E1 AE 6 0 9 E3 AE 6 0 9 E4 1'-0 1/4"1'-9 1/2" 5 3/4" 1'-9 1/2" 5 3/4" 1'-9 1/2" 5 3/4" 1'-9 1/2"8 1/2"10 1 / 4 " 1' - 9 1 / 2 " 10 1 / 4 " TY P O F 3 TO P L I T E O N L Y VA R I E S VARIES A1 AE 5 3 5 E1 AE 5 3 5 D3 AE 5 3 5 AE 5 3 5 A5 C1 AE 5 3 5 AE 5 3 5 A3 3' - 3 " 3' - 3 " 6" 2' - 3 " 6" 1'-2 1/2" 1'-11 1/2" 8"4'-10"8" NA T U R A L FI N I S H MI L L W O R K , DI A M O N D MA T C H VE N E E R AE 6 0 9 A1 SI M GL A Z I N G TY P E G 9 A5 AE 6 0 9 A5 AE 6 0 9 B5 AE 6 0 9 6" 2' - 6 " 6" 4"4"BR E A K L I N E FO R D U T C H DO O R 3'-6"4'-6" 1'-2 1/2"8"DI A M O N D M A T C H PA N E L B5 AE 6 0 9 B5 AE 6 0 9 SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/17/2012 4:03:47 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt DOOR SCHEDULE AE603Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 DO O R A N D F R A M E S C H E D U L E DO O R # DO O R F R A M E SPLIT FINISH JAMB DETAIL JAMB DETAIL* HEAD DETAIL HEAD DETAIL* THRESHOLD DETAIL TH R E S H O L D ELECTRICALFIRE RATING (IN MIN.)HARDWARE GROUP REMARKSDOOR # TYPE LEAVES WIDTH HEIGHT THICKNESS MATERIAL TYPE MATERIAL B0 1 M 3 ' - 6 " 7 ' - 0 " 1 3 / 4 " H M C 2 6 H M C 2 / A E 6 0 8 S I M C 2 / A E 6 0 8 B 5 / A E 6 0 8 A l u m i n u m N o 1 4 B 0 1 B0 2 A M 3 ' - 6 " 7 ' - 0 " 1 3 / 4 " H M C 2 6 H M C 2 / A E 6 0 8 S I M C 2 / A E 6 0 8 B 5 / A E 6 0 8 A l u m i n u m N o 1 5 B 0 2 A B0 2 B M 3 ' - 6 " 7 ' - 0 " 1 3 / 4 " H M C 2 6 H M C 2 / A E 6 0 8 S I M C 2 A E 6 0 8 B 5 / A E 6 0 8 A l u m i n u m N o 1 5 B 0 2 B B0 3 M 3 ' - 6 " 7 ' - 0 " 1 3 / 4 " H M C 2 6 H M C 2 / A E 6 0 8 S I M C 2 / A E 6 0 8 B 5 / A E 6 0 8 A l u m i n u m N o 1 1 B 0 3 B0 4 M 3 ' - 6 " 7 ' - 0 " 1 3 / 4 " H M C 2 6 H M C 2 / A E 6 0 8 S I M C 2 / A E 6 0 8 B 5 / A E 6 0 8 A l u m i n u m N o 1 5 B 0 4 B0 5 M 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " H M C 2 5 H M C 3 / A E 6 0 8 C 4 / A E 6 0 8 B 5 / A E 6 0 8 A l u m i n u m N o 1 5 B 0 5 B0 7 M 3 ' - 6 " 7 ' - 0 " 1 3 / 4 " H M C 2 6 H M C 2 A E 60 8 S I M C 2 / A E 6 0 8 B 5 / A E 6 0 8 A l u m i n u m N o 1 1 B 0 7 B0 8 M 3 ' - 6 " 7 ' - 0 " 1 3 / 4 " H M C 2 6 H M C 2 A E 60 8 S I M C 2 / A E 6 0 8 B 5 / A E 6 0 8 A l u m i n u m N o 1 5 B 0 8 S0 0 1 M 3 ' - 6 " 7 ' - 0 " 1 3 / 4 " H M C 2 6 H M C 2 A E 6 0 8 S I M C 2 / A E 6 0 8 B 5 / A E 6 0 8 A l u m i n u m N o 4 5 1 0 S 0 0 1 10 1 V 2 3 ' - 0 " 9 ' - 2 " 2 3 / 4 " M 1 S E E D T L M 1 A 2 / A E 5 4 0 B 2 / A E 6 0 8 M 1 4 N o 3 1 0 1 10 2 A G 3 ' - 0 " 8 ' - 0 " 2 1 / 4 " M 1 C 0 1 M 1 A 1 / A E 6 0 6 A 3 /A E 6 0 6 A 2 / A E 6 0 6 A 5 / A E 6 0 6 B 3 / A E 6 0 8 S I M M 1 4 N o 2 4 1 0 2 A 10 2 B G 3 ' - 0 " 8 ' - 0 " 2 1 / 4 " M 1 C 0 1 M 1 A 1 / A E 6 0 6 A 3 /A E 6 0 6 A 2 / A E 6 0 6 A 5 / A E 6 0 6 B 3 / A E 6 0 8 S I M M 1 4 N o 2 4 1 0 2 B 10 3 G 3 ' - 0 " 8 ' - 0 " 2 1 / 4 " M 1 C 0 1 M 1 A 1 / A E 6 0 6 A3 / A E 6 0 6 A 2 / A E 6 0 6 A 5 / A E 6 0 6 B 2 / A E 6 0 8 M 1 4 N o 4 5 1 7 1 0 3 10 5 G 3 ' - 0 " 8 ' - 0 " 2 1 / 4 " M 1 C 0 1 M 1 A 3 / A E 6 0 6 A 5 / A E 6 0 6 B 3 / A E 6 0 8 M 1 4 N o 3 1 1 0 5 10 6 G 3 ' - 0 " 8 ' - 0 " 2 1 / 4 " M 1 C 0 1 M 1 A 3 / A E 6 0 6 A 5 / A E 6 0 6 B 2 / A E 6 0 8 M 1 4 N o 3 0 1 0 6 10 7 G 3 ' - 0 " 8 ' - 0 " 2 1 / 4 " M 1 C 0 1 M 1 A 1 / A E 6 0 6 A3 / A E 6 0 6 A 2 / A E 6 0 6 A 5 / A E 6 0 6 B 2 / A E 6 0 8 M 1 4 N o 2 9 1 0 7 11 0 G 3 ' - 0 " 8 ' - 0 " 2 1 / 4 " M 1 C 0 1 M 1 A 1 / A E 6 0 6 A3 / A E 6 0 6 A 2 / A E 6 0 6 A 5 / A E 6 0 6 B 4 / A E 6 0 8 M 1 4 N o 2 5 1 1 0 11 0 B G 3 ' - 0 " 8 ' - 0 " 2 1 / 4 " M 1 C 0 1 M 1 A 3 / A E 6 0 6 A 5 / A E 6 0 6 B 2 / A E 6 0 8 M 1 4 N o 2 3 1 1 0 B 11 1 G 3 ' - 0 " 8 ' - 0 " 2 1 / 4 " M 1 C 0 1 M 1 A 3 / A E / 6 0 6 A 5 / A E 6 0 6 B 4 / A E 6 0 8 M 1 4 N o 2 5 1 1 1 11 2 G 3 ' - 0 " 8 ' - 0 " 2 1 / 4 " M 1 C 0 1 M 1 A 3 / A E 6 0 6 A 5 / A E 6 0 6 B 4 / A E 6 0 8 M 1 4 N o 2 5 1 1 2 11 4 G 3 ' - 0 " 8 ' - 0 " 2 1 / 4 " S P L I T C 0 1 S P L I T Y e s A 1 / A E 6 0 6 A 3 /A E 6 0 6 A 2 / A E 6 0 6 A 5 / A E 6 0 6 B 2 / A E 6 0 8 M 1 4 N o 4 2 M 1 A N D P A I N T E D 1 1 4 11 6 B 3 ' - 6 " 9 ' - 0 " 2 3 / 4 " S P L I T C 0 6 S P L I T Y e s B3 / A E 6 0 6 B 5 / A E 6 0 6 B 2 / A E 6 0 8 M 1 4 N o 4 3 M 1 A N D P A I N T E D 1 1 6 11 8 G 3 ' - 0 " 8 ' - 0 " 2 1 / 4 " M 1 C 0 1 M 1 A 1 / A E 6 0 6 A 3 /A E 6 0 6 A 2 / A E 6 0 6 A 5 / A E 6 0 6 B 3 / A E 6 0 8 S I M M 1 4 N o 4 4 1 1 8 11 9 G 3 ' - 0 " 8 ' - 0 " 2 1 / 4 " M 1 C 0 1 M 1 A 3 / A E 6 0 6 A 5 / A E 6 0 6 B 2 / A E 6 0 8 M 1 4 N o 1 9 1 1 9 12 2 G 3 ' - 0 " 8 ' - 0 " 2 1 / 4 " M 1 C 0 1 M 1 A 3 / A E 6 0 6 A 5 / A E 6 0 6 B 1 / A E 6 0 8 M 1 4 N o 1 9 1 2 2 13 2 G 3 ' - 0 " 8 ' - 0 " 2 1 / 4 " M 1 C 0 1 M 1 A 3 / A E 6 0 6 A 5 / A E 6 0 6 B 1 / A E 6 0 8 M 1 4 N o 1 9 1 3 2 14 1 A G 3 ' - 0 " 8 ' - 0 " 2 1 / 4 " M 1 C 0 1 M 1 A 1 / A E 6 0 6 A3 / A E 6 0 6 A 2 / A E 6 0 6 A 5 / A E 6 0 6 B 1 / A E 6 0 8 M 1 4 N o 3 3 1 4 1 A 14 2 G 3 ' - 0 " 8 ' - 0 " 2 1 / 4 " M 1 C 0 8 M 1 D 1 / A E 6 0 6 D 2 / A E 6 0 6 B 2 / A E 6 0 8 M 1 4 N o 1 9 1 4 2 14 4 G 3 ' - 0 " 8 ' - 0 " 2 1 / 4 " M 1 C 2 2 M 1 D 1 / A E 6 0 8 D 2 / A E 6 0 8 B 4 / A E 6 0 8 M 1 4 N o 3 0 1 4 4 14 5 G 3 ' - 0 " 8 ' - 0 " 2 1 / 4 " M 1 C 2 2 M 1 E 1 / A E 6 0 8 E 3 / A E 6 0 8 B 1 / A E 6 0 8 M 1 4 N o 2 4 1 4 5 14 6 G 3 ' - 0 " 8 ' - 0 " 2 1 / 4 " M 1 C 2 3 M 1 A 1 / A E 6 0 7 A 3 / A E 6 0 7 B 4 / A E 6 0 8 M 1 4 N o 2 8 1 4 6 14 6 A G 3 ' - 0 " 8 ' - 0 " 2 1 / 4 " M 1 C 0 1 M 1 A 1 / A E 6 0 6 A3 / A E 6 0 6 A 2 / A E 6 0 6 A 5 / A E 6 0 6 B 1 / A E 6 0 8 M 1 4 N o 2 3 1 4 6 A 14 6 B G 3 ' - 0 " 8 ' - 0 " 2 1 / 4 " M 1 C 0 1 M 1 A 1 / A E / 6 0 6 A 3 / A E 6 0 6 A 2 / A E 6 0 6 A 5 / A E 6 0 6 B 4 / A E 6 0 8 M 1 4 N o 3 1 1 4 6 B 14 6 C G 3 ' - 0 " 8 ' - 0 " 2 1 / 4 " M 1 C 2 1 M 1 D 3 / A E 6 0 8 D 5 / A E 6 0 8 B 4 / A E 6 0 8 M 1 4 N o 3 2 1 4 6 C 14 8 S 3 ' - 0 " 8 ' - 0 " 2 1 / 4 " W D C 2 0 M 1 C 1 / A E 6 0 7 C 3 / A E 6 0 7 B 4 / A E 6 0 8 M 1 5 N o 3 9 1 4 8 14 9 S 3 ' - 0 " 8 ' - 0 " 2 1 / 4 " S P L I T C 1 9 S P L I T Y e s E1 / A E 6 0 7 E 2 / A E 6 0 7 B 4 / A E 6 0 8 M 1 5 N o 3 5 M 1 A N D P A I N T E D 1 4 9 14 9 A S 3 ' - 0 " 8 ' - 0 " 2 1 / 4 " S P L I T C 1 9 S P L I T Y e s E1 / A E 6 0 7 E 2 / A E 6 0 7 B 4 / A E 6 0 8 M 1 5 N o 3 4 M 1 A N D P A I N T E D 1 4 9 A 15 0 A L 3 ' - 6 " 1 0 ' - 4 " 2 3 / 4 " S P L I T C 1 8 S P L I T Y e s E3 / A E 6 0 7 E 5 / A E 6 0 7 B 4 / A E 6 0 8 M 1 5 N o 3 7 M 1 A N D P A I N T E D 1 5 0 A 15 0 B L 3 ' - 6 " 1 0 ' - 4 " 2 3 / 4 " S P L I T C 1 8 S P L I T Y e s E3 / A E 6 0 7 E 5 / A E 6 0 7 B 4 / A E 6 0 8 M 1 5 N o 3 7 M 1 A N D P A I N T E D 1 5 0 B 15 0 C L 3 ' - 6 " 1 0 ' - 4 " 2 3 / 4 " M 1 C 1 8 M 1 E 3 / A E 6 0 7 E 3 / A E 6 0 7 B 4 / A E 6 0 8 M 1 5 N o 3 6 1 5 0 C 15 2 A 3 ' - 6 " 9 ' - 0 " 2 3 / 4 " M 1 C 0 6 M 1 C 3 / A E 6 0 6 C 5 / A E 6 0 6 B 4 / A E 6 0 8 M 1 4 N o 2 0 1 5 2 15 3 G 3 ' - 0 " 8 ' - 0 " 2 1 / 4 " S P L I T C 0 1 S P L I T Y e s A 1 / A E 6 0 6 A 3 /A E 6 0 6 A 2 / A E 6 0 6 A 5 / A E 6 0 6 B 4 / A E 6 0 8 M 1 5 N o 3 8 M 1 A N D P A I N T E D 1 5 3 15 4 B 3 ' - 6 " 9 ' - 0 " 2 3 / 4 " S P L I T C 0 6 S P L I T Y e s B1 / A E 6 0 6 B 2 / A E 6 0 6 B 4 / A E 6 0 8 M 1 5 N o 4 0 M 1 A N D P A I N T E D 1 5 4 15 4 A G 3 ' - 0 " 8 ' - 0 " 2 1 / 4 " S P L I T C 0 1 S P L I T Y e s A 1 / A E 6 0 6 A 3 /A E 6 0 6 A 2 / A E 6 0 6 A 5 / A E 6 0 6 B 4 / A E 6 0 8 M 1 5 N o 4 1 M 1 A N D P A I N T E D 1 5 4 A 15 7 A C 3 ' - 6 " 9 ' - 0 " 2 1 / 4 " M 1 C 0 3 M 1 A 1 / A E 6 0 6 A 2 / A E 6 0 6 B 4 / A E 6 0 8 M 1 4 N o 2 2 1 5 7 A 15 7 B C 3 ' - 6 " 9 ' - 0 " 2 1 / 4 " M 1 C 0 3 M 1 A 1 / A E 6 0 6 A3 / A E 6 0 6 A 2 / A E 6 0 6 A 5 / A E 6 0 6 B 4 / A E 6 0 8 M 1 4 N o 2 2 1 5 7 B 15 8 G 3 ' - 0 " 8 ' - 0 " 2 1 / 4 " M 1 C 0 1 M 1 A 1 / A E 6 0 6 A3 / A E 6 0 6 A 2 / A E 6 0 6 A 5 / A E 6 0 6 B 4 / A E 6 0 8 M 1 4 N o 2 1 A 1 5 8 15 9 A A 3 ' - 6 " 9 ' - 0 " 2 3 / 4 " M 1 C 0 6 M 1 B 1 / A E 6 0 6 B3 / A E 6 0 6 B 2 / A E 6 0 6 B 5 / A E 6 0 6 B 4 / A E 6 0 8 M 1 4 N o 2 2 A 1 5 9 A 15 9 B A 3 ' - 6 " 9 ' - 0 " 2 3 / 4 " M 1 C 0 6 M 1 B 1 / A E 6 0 6 B 2 / A E 6 0 6 B 4 / A E 6 0 8 M 1 4 N o 2 2 A 1 5 9 B 16 1 D 3 ' - 0 " 9 ' - 0 " 2 1 / 4 " M 1 C 0 4 M 1 A 1 / A E 6 0 6 A3 / A E 6 0 6 A 2 / A E 6 0 6 A 5 / A E 6 0 6 B 3 / A E 6 0 8 M 1 4 N o 2 0 1 6 1 16 1 A G 3 ' - 0 " 8 ' - 0 " 2 1 / 4 " M 1 C 0 1 M 1 A 3 / A E 6 0 6 A 5 / A E 6 0 6 B 3 / A E 6 0 8 S I M M 1 4 N o 2 4 1 6 1 A 16 1 B G 3 ' - 0 " 8 ' - 0 " 2 1 / 4 " M 1 C 0 1 M 1 A 1 / A E 6 0 6 A 2 / A E 6 0 6 B 3 / A E 6 0 8 M 1 4 N o 1 9 1 6 1 B 17 0 A J 3 ' - 3 " 9 ' - 0 " 2 3 / 4 " M 1 S E E D T L M 1 B 2 / A E 6 0 8 M 1 4 N o 2 0 1 7 0 A 17 0 B J 3 ' - 3 " 9 ' - 0 " 2 3 / 4 " M 1 S E E D T L M 1 B 2 / A E 6 0 8 M 1 4 N o 2 0 1 7 0 B 17 1 D 3 ' - 0 " 9 ' - 0 " 2 1 / 4 " M 1 C 0 4 M 1 A 1 / A E 6 0 6 A3 / A E 6 0 6 A 2 / A E 6 0 6 A 5 / A E 6 0 6 B 3 / A E 6 0 8 M 1 4 N o 2 0 1 7 1 17 1 A G 3 ' - 0 " 8 ' - 0 " 2 1 / 4 " M 1 C 0 1 M 1 A 3 / A E 6 0 6 A 5 / A E 6 0 6 B 3 / A E 6 0 8 S I M M 1 4 N o 2 4 1 7 1 A 17 1 B G 3 ' - 0 " 8 ' - 0 " 2 1 / 4 " M 1 C 0 1 M 1 A 1 / A E 6 0 6 A 2 / A E 6 0 6 B 3 / A E 6 0 8 M 1 4 N o 1 9 1 7 1 B 17 2 J 1 3 ' - 3 " 9 ' - 4 " 2 3 / 4 " M 1 C 2 7 M 1 A 1 / A E 6 0 6 A3 / A E 6 0 6 A 2 / A E 6 0 6 A 5 / A E 6 0 6 B 4 / A E 6 0 8 M 1 4 N o 4 5 1 8 1 7 2 17 3 J 3 ' - 3 " 9 ' - 4 " 2 3 / 4 " M 1 C 2 7 M 1 A 1 / A E 6 0 6 A 2 / A E 6 0 6 B 4 / A E 6 0 8 M 1 4 N o 2 9 1 7 3 17 4 H 3 ' - 6 " 8 ' - 0 " 2 1 / 4 " M 1 C O 2 M 1 A 3 / A E 6 0 6 A 5 / A E 6 0 6 B 1 / A E 6 0 8 M 1 4 N o 2 1 1 7 4 17 4 A H * 1 ' - 6 " 8 ' - 0 " 2 1 / 4 " M 1 C 2 4 M 1 A 3 / A E 6 0 6 A 5 / A E 60 6 B 3 / A E 6 0 8 S I M M 1 4 N o 3 1 F L U S H W D D O O R L E A F 1 7 4 A 17 5 D D 3 ' - 6 " 8 ' - 0 " 2 1 / 4 " M 1 C 0 2 M 1 A 3 / A E 6 0 6 A 5 /A E 6 0 6 B 2 / A E 6 0 8 M 1 4 Y e s 4 5 2 7 M A G N E T I C H O L D O P E N 1 7 5 17 6 H 3 ' - 6 " 8 ' - 0 " 2 1 / 4 " M 1 C 0 2 M 1 A 3 / A E 6 0 6 A 5 / A E 6 0 6 B 4 / A E 6 0 8 M 1 4 N o 1 9 1 7 6 17 7 J 1 3 ' - 3 " 9 ' - 4 " 2 3 / 4 " M 1 C 2 7 M 1 A 1 / A E 6 0 6 A 3 / A E 6 0 6 A 2 / A E 6 0 6 A 5 /A E 6 0 6 B 2 / A E 6 0 8 M 1 4 Y e s 4 5 1 6 L A T C H T O A C T I V A T E U P O N A L A R M 1 7 7 17 9 V B 2 6 ' - 0 " 9 ' - 6 " 2 3 / 4 " M 1 C 1 7 M 1 A 1 / A E 6 0 6 A 2 / A E 6 0 6 B 2 / A E 6 0 8 M 1 4 N o 3 1 7 9 18 1 G 3 ' - 0 " 8 ' - 0 " 2 1 / 4 " M 1 C 0 1 M 1 A 1 / A E 6 0 6 A3 / A E 6 0 6 A 2 / A E 6 0 6 A 5 / A E 6 0 6 B 2 / A E 6 0 8 M 1 4 N o 3 1 1 8 1 E1 0 0 E 1 2 3 ' - 3 " 1 0 ' - 8 " 4 3 / 4 " B R O N Z E S EE D T L S E E D T L D 3 / A E 5 3 5 C 1 & E 1 / A E 5 3 5 A 1 / A E 5 3 5 BR O N Z E Y e s 2 C O O R D I N A T E W / S E C U R I T Y E 1 0 0 E1 4 7 E 3 3 ' - 0 " 8 ' - 1 0 " 1 3 / 4 " H M S E E D T L S E E D T L E 4 / A E 53 7 B 5 / A E 5 3 7 A 5 / A E 5 3 7 S E E D T L Y e s 4 C O O R D I N A T E W / S E C U R I T Y E 1 4 7 E1 5 5 E 3 3 ' - 0 " 8 ' - 1 0 " 1 3 / 4 " H M S E E D T L S E E D T L E 4 / A E 53 7 B 5 / A E 5 3 7 A 5 / A E 5 3 7 S E E D T L Y e s 4 C O O R D I N A T E W / S E C U R I T Y E 1 5 5 E1 8 0 E 2 2 3 ' - 0 " 9 ' - 6 " 4 3 / 4 " B R O N Z E S E E DT L S E E D T L D 3 / A E 5 3 6 C 1 & E 1 / A E 5 3 6 A 1 / A E 5 3 5 SI M B R O N Z E Y e s 2 C O O R D I N A T E W / S E C U R I T Y E 1 8 0 E1 8 2 E 3 3 ' - 0 " 8 ' - 1 0 " 1 3 / 4 " H M S E E D T L S E E D T L E 4 / A E 53 7 B 5 / A E 5 3 7 A 5 / A E 5 3 7 S E E D T L Y e s 4 C O O R D I N A T E W / S E C U R I T Y E 1 8 2 S1 0 1 H 3 ' - 6 " 8 ' - 0 " 2 1 / 4 " M 1 C 0 2 M 1 A 3 / A E 6 0 6 A 5 / A E 6 0 6 B 4 / A E 6 0 8 S I M M 1 4 N o 4 5 2 6 S 1 0 1 20 3 A M 3 ' - 6 " 7 ' - 0 " 1 3 / 4 " H M C 2 6 H M C 2 / A E 6 0 8 S I M C 2 / A E 6 0 8 B 5 / A E 6 0 8 A l u m i n u m N o 1 2 2 0 3 A 20 3 B M 3 ' - 6 " 7 ' - 0 " 1 3 / 4 " H M C 2 6 H M C 2 / A E 6 0 8 S I M C 2 / A E 6 0 8 B 5 / A E 6 0 8 A l u m i n u m N o 1 2 2 0 3 B 20 3 C M 3 ' - 6 " 7 ' - 0 " 1 3 / 4 " H M C 2 6 H M C 2 / A E 6 0 8 S I M C 2 / A E 6 0 8 B 5 / A E 6 0 8 A l u m i n u m N o 1 2 2 0 3 C 20 4 M 3 ' - 0 " 6 ' - 0 " 1 3 / 4 " H M C 2 6 H M C 2 / A E 6 0 8 S I M C 2 / A E 6 0 8 B 5 / A E 6 0 8 A l u m i n u m N o 1 4 2 0 4 20 5 A M 3 ' - 6 " 7 ' - 0 " 1 3 / 4 " H M C 2 6 H M C 2 / A E 6 0 8 S I M C 2 / A E 6 0 8 B 5 / A E 6 0 8 A l u m i n u m N o 1 2 2 0 5 A 20 5 B M 3 ' - 6 " 7 ' - 0 " 1 3 / 4 " H M C 2 6 H M C 2 / A E 6 0 8 S I M C 2 / A E 6 0 8 B 5 / A E 6 0 8 A l u m i n u m N o 1 2 2 0 5 B S2 0 1 M 3 ' - 6 " 7 ' - 0 " 1 3 / 4 " H M C 2 6 H M C 2 / A E 6 0 8 S I M C 2 / A E 6 0 8 B 5 / A E 6 0 8 A l u m i n u m N o 4 5 1 0 S 2 0 1 20 6 A M 3 ' - 6 " 7 ' - 0 " 1 3 / 4 " H M C 2 6 H M C 2 / A E 6 0 8 S I M C 2 / A E 6 0 8 B 5 / A E 6 0 8 A l u m i n u m N o 4 5 1 3 2 0 6 A 20 6 B M 3 ' - 6 " 7 ' - 0 " 1 3 / 4 " H M C 2 6 H M C 2 / A E 6 0 8 S I M C 2 / A E 6 0 8 B 5 / A E 6 0 8 A l u m i n u m N o 4 5 1 3 2 0 6 B E3 0 0 M 3 ' - 6 " 6 ' - 9 " 1 3 / 4 " H M S E E D T L S E E D T L E 1 / A E 53 7 B 1 / A E 5 3 7 A 1 / A E 5 3 7 N / A Y e s 5 C O O R D I N A T E W / S E C U R I T Y E 3 0 0 Gr a n d t o t a l : 8 2 J D E2 VB C E3 V GH S A B L M E1 J1 DD *D O O R S I T S W I T H I N T W O D I F F E R E N T W A L L F I N I S H A S S E M B L IE S - R E F E R T O E L E V A T I O N S F O R V A R Y I N G C O N D I T I O N S 1AUG 27, 2012ADDENDUM 1 3SEPT 10, 2012ADDENDUM 3 4SEPT 17, 2012ADDENDUM 4 1 WH E R E N O T E D : 1 1 1 1 H* - PROVIDE FLUSH WD DOOR PER SCHEDULE1 3 WH E R E N O T E D : 4 WH E R E N O T E D : 4 C0 2 C0 3 C0 4 C05 C0 6 C0 7 C09 C0 8 C0 1 C1 2 C13 A2 AE 6 0 6 B2 AE 6 0 6 C2 AE 6 0 6 C1 AE 6 0 6 D1 AE 6 0 6 D2 AE 6 0 6 C3 AE606C5AE606 E3 AE 6 0 8 E5 AE 6 0 8 E5 AE608 E3 AE608 C1 1 1'-6 5/8"9'-11 1/8"11'-6 1/8"5'-7"11"3'-6"11"1'-2 1/8"10'-3 5/8" 9'-0 1/2" 1'-3 5/8"7'-8 7/8" 9 1 / 2 " 3' - 0 " 9 1 / 2 " 1'-0 5/8"7'-11 7/8" 4' - 1 0 " 11 3/4"7'-8 1/4" 4' - 4 " 7" 3' - 0 " 7" 8"8'-0" 11 3/4"7'-8 1/4" 8'-8" 8'-8" 4' - 1 0 " 8"8'-0" 7" 3' - 6 " 7" 11 3/4"8'-8 1/4" 9'-8" 8"9'-0" 7" 3' - 6 " 7" 11 3/4"8'-8 1/4"9'-8"4'-4" 4' - 1 0 " 8"9'-0"7"3'-0"7" 1'-2 3/4"8'-8 1/4" 11"9'-0" 9'-11" 4' - 1 0 " 9 1 / 2 " 3' - 0 " 9 1 / 2 " 1'-3 3/4"10'-9 3/4" 12'-1 1/2" 1'-0"11'-1 1/2" 7' - 6 " 10 1 / 4 " 5' - 6 1 / 2 " 10 1 / 4 " 4' - 9 " 10'-10 1/2"8" 11'-6 1/2" 8" 3' - 5 " 8" 4' - 9 " 11'-1"8" 11'-9" 8"11'-1"11'-9"7'-8 1/2" 8" 3' - 5 " 8" 8 1/4"6'-4"8 1/4" A1 AE 6 0 6 B1 AE 6 0 6 11 3/4"8'-8 1/4" 9'-8" 4' - 4 " 8"9'-0" 7" 3' - 0 " 7" C1 0 4' - 4 " 10'-1"8" 10'-9" 8" 3' - 0 " 8" a1 AE 6 0 6 b1 AE 6 0 6 MI L L W O R K GY P S H E A T H I N G PANELED WALLGYP SHEATHING A2 AE 6 0 6 A1 AE 6 0 6 a1 AE 6 0 6 A1 AE 6 0 6 a1 AE 6 0 6 A2 AE 6 0 6 A1 AE 6 0 6 a1 AE 6 0 6 A1 AE606 a1 AE606A2AE606 A5 AE 6 0 6 A5 AE 6 0 6 A5 AE 6 0 6 A5 AE606 A3 AE 6 0 6 a3 AE 6 0 6 A3 AE 6 0 6 a3 AE 6 0 6 A3 AE 6 0 6 a3 AE 6 0 6 A3 AE606 a3 AE606 MI L L W O R K GY P S H E A T H I N G MI L L W O R K GY P S H E A T H I N G MILLWORKGYP SHEATHING MI L L W O R K GY P S H E A T H I N G MI L L W O R K GY P S H E A T H I N G B5 AE 6 0 6 B3 AE 6 0 6 b3 AE 6 0 6 c1 AE 6 0 6 c3 AE606 d1 AE 6 0 6 C1 AE 6 0 8 D4 AE 6 0 7 D4 AE 6 0 7 C4 AE 6 0 7 A4 AE 6 0 7 B4 AE 6 0 7 B4 AE 6 0 7 1. PLINTH BLOCK HEIGHTS ARE TO MATCH THE HEIGHT OF THE ROOM BASEGENERAL NOTES SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/27/2012 10:58:11 AM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt CASED OPENINGS AND DOOR FRAMES AE604Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 20121AUG 27, 2012ADDENDUM 1 1 1 1 C16 C1 5 C1 4 D3 AE 6 0 6 D3 AE 6 0 6 D5 AE 6 0 6 D5 AE 6 0 6 E5 AE 6 0 6 E5 AE 6 0 6 E3 AE 6 0 6 E3 AE 6 0 6 E1 AE 6 0 6 E2 AE 6 0 6 E2 AE606 E1 AE606 11 3/4"8'-8 1/4" 4' - 5 " 9'-8" 8"9'-0" 7" 3' - 0 " 7" 4' - 4 3 / 8 " 9'-8 1/2" 8 1/2"9'-0" 8 1 / 2 " 3' - 0 " 8 1 / 2 " 11 1/4"9'-9 3/4" 10'-9" 7 1/2"10'-1 1/2" 6' - 5 " 7" 5' - 0 " 7" 10'-9" 7 1/2"10'-1 1/2" 6' - 3 " 7 1 / 2 " 5' - 0 " 7 1 / 2 " 1'-3 3/4"10'-9 5/8" 12'-1 3/8" 1'-0"11'-1 3/8" 7' - 6 " 10 1 / 4 " 5' - 6 1 / 2 " 10 1 / 4 " 7 1/2"11'-1 3/8"11'-8 7/8"6'-9 1/2" C1 7 C1 8 C1 9 C20 C2 1 C2 2 C23 C2 4 C2 5 C2 6 C27 8 5 / 8 " 6' - 0 " 8 5 / 8 " 7' - 5 1 / 4 " 9'-6"10" 10'-4" 11 " 3' - 6 " 11 " 9'-11 1/2"1'-6 5/8" 11'-6 1/8" 1'-8" 1'-2 1/8"10'-4" 7'-9"1'-3 5/8" 9'-0 5/8" 5' - 7 " 4' - 1 0 " 9 1 / 2 " 3' - 0 " 9 1 / 2 " 1'-5 7/8" 1'-0 5/8"8'-0" 7'-9"1'-3 5/8"9'-0 5/8"4'-10"9 1/2"3'-0"9 1/2"1'-5 7/8"1'-0 5/8"8'-0" 7" 3' - 0 " 7" 2 1 / 2 " 3' - 0 " 2 1 / 2 " 2 1/2"8'-0" 3' - 5 " 11 3/4"7'-8 1/4" 8'-8" 8"8'-0" 7'-9"1'-3 5/8" 9'-0 5/8" 8'-0"1'-0 5/8" 9 1 / 2 " 3' - 0 " 9 1 / 2 " 4' - 1 0 " 7" 3' - 0 " 7" 8"8'-0" 7'-9 3/4"10 1/4" 8'-8" 4' - 4 " 9 1 / 2 " 3'-0"9 1/2" 1'-3 5/8"7'-9" 9'-0 5/8" 1'-0 5/8"8'-0"4'-10"7"3'-0"7"7'-9 3/4"10 1/4"8'-8"4'-4"8'-0"8" 7" 1' - 6 " 7" 8"8'-0" 8'-8" 2" 3' - 0 " 2" 3' - 4 " 2"7'-0" 7'-2" 2" 3' - 6 " 2" 3' - 1 0 " 2"7'-0" 7'-2" 7"3'-3"7"9'-0 1/4"11 3/4"10'-0"7 3/8"9'-4"4'-7"7 1/2"5'-6 1/2"7 1/2" 11 3/4" 1. PLINTH BLOCK HEIGHTS ARE TO MATCH THE HEIGHT OF THE ROOM BASEGENERAL NOTES SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/27/2012 10:58:14 AM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt CASED OPENINGS AND DOOR FRAMES AE605Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 20121AUG 27, 2012ADDENDUM 1 1 7/8" 5/ 8 " 1" 3 7 / 8 " 1/ 2 " 1/ 4 " 3/ 4 " 1/4" 1/4"1/4"1/4" 1/2"1/2"1/2" VARIES 1/2"1/2"1/2" 1/4"1/4"1/4" 7/8" DR + 1/8"2"1/4"OU T E R M O S T F A C E O F M I L L W O R K ON L Y T O B E I N C L U D E D A T DO O R L O C A T I O N S 5/ 8 " 1/4" 1/ 4 " 1/ 4 " 1/ 4 " 1/ 2 " 1/ 2 " 1/ 2 " VA R I E S 1/ 2 " 1/ 2 " 1/ 2 " 1/ 4 " 1/ 4 " 1/ 4 " 5/8" 1"4 7/8" 1/2" 1/4" 3/4" 1/4" 7/ 8 " 7/ 8 " 2 3 / 8 " 2" 1/ 4 " 5/8" ON L Y T O B E I N C L U D E D AT D O O R L O C A T I O N S OU T E R M O S T F A C E O F WA L L P A N E L I N G 1/4" 5/ 8 " 1" 5 1 / 4 " 7/ 8 " 1/ 4 " 1/ 2 " 1/ 4 " 3/ 4 " 1/ 4" 1/4"1/4"1/4"1/4" 1/2"1/2"1/2"1/2" VARIES 1/2"1/2"1/2"1/2" 1/4"1/4"1/4"1/4" DE C O R A T I V E C A R V I N G , SE E A 3 / A E 5 8 0 7/8" OU T E R M O S T F A C E O F M I L L W O R K 2 7/8"2"1/4" DE C O R A T I V E C A R V I N G , SE E A 3 / A E 5 8 0 ON L Y T O B E I N C L U D E D AT D O O R L O C A T I O N S 5/ 8 " 1/4" 1/ 4 " 1/ 4 " 1/ 4 " 1/ 4 " 1/ 2 " 1/ 2 " 1/ 2 " 1/ 2 " VA R I E S 1/ 2 " 1/ 2 " 1/ 2 " 1/ 2 " 1/ 4 " 1/ 4 " 1/ 4 " 1/ 4 " 1/4"DE C O R A T I V E C A R V I N G ; SE E A 3 / A E 5 8 0 5/8" 1"6 3/4" 7/8" 1/4"1/2" 1/4" 3/4" 7/ 8 " 2 7 / 8 " 2" 1/ 4 " ON L Y T O B E I N C L U D E D A T D O O R L O C A T I O N S OU T E R M O S T F A C E O F WA L L P A N E L I N G 5/8" 1/4" DE C O R A T I V E C A R V I N G ; SE E A 3 / A E 5 8 0 5/ 8 " 1" 6" 7/ 8 " 1/ 4 " 1/ 2 " 1/ 4 " 3/ 4 " 1/4"1/4"1/4"1/4" 1/2"1/2"1/2"1/2" VARIES 1/2"1/2"1/2"1/2"1/4"1/4"1/4"1/4" 1/4" DE C O R A T I V E C A R V I N G ; SE E A 3 / A E 5 8 0 7/8"7/8" OU T E R M O S T F A C E O F M I L L W O R K DE C O R A T I V E C A R V I N G ; SE E A 3 / A E 5 8 0 1/ 4 " 1/ 4 " 1/ 4 " 1/ 4 " 1/ 2 " 1/ 2 " 1/ 2 " 1/ 2 " VA R I E S 1/ 2 " 1/ 2 " 1/ 2 " 1/ 2 " 1/ 4 " 1/ 4 " 1/ 4 " 1/ 4 " 5/8" 1"7 3/4" 7/8" 1/4" 1/2" 1/4" 3/4" 1/ 4 " 7/ 8 " 7/ 8 " OU T E R M O S T F A C E OF W A L L P A N E L I N G 1" 1/ 2 " 1/ 4 " 7/ 8 " 4 1 / 2 " 1 3 / 8 " 1" 3/8" 1/2" 1/4"1/4" 1/2"1/2"1/2" VARIES 1/2"1/2"1/2" 1/4"1/4"1/2" 3/8" 2 3/8"2"1/4" DE C O R A T I V E C A R V I N G , SE E A 3 / A E 5 8 0 OU T E R M O S T F A C E O F M I L L W O R K DE C O R A T I V E C A R V I N G , SE E A 3 / A E 5 8 0 ON L Y T O B E I N C L U D E D AT D O O R L O C A T I O N S 7/8"7/8" 1/4" 1 1/2" 3/8" 5/ 8 " 1/4" 1"1 3/8" 7 5/8" 7/8" 1/4"1/2" 1" 7/ 8 " 7/ 8 " 3/ 8 " 1/ 2 " 1/ 4 " 1/ 4 " 1/ 2 " 1/ 2 " 1/ 2 " VA R I E S 1/ 2 " 1/ 2 " 1/ 2 " 1/ 4 " 1/ 4 " 1/ 2 " 3/ 8 " 2 3 / 8 " 2" 1/ 4 " 1/4" 1 1/2" 3/8" 5/8" 1/4" OU T E R M O S T F A C E O F MI L L W O R K ON L Y T O B E I N C L U D E D AT D O O R L O C A T I O N S DE C O R A T I V E C A R V I N G , SE E A 3 / A E 5 8 0 DE C O R A T I V E C A R V I N G ; SE E A 3 / A E 5 8 0 1" 1/ 2 " 1/ 4 " 7/ 8 " 6" 1 3 / 8 " 1" 1/4" 1 1/2 " 3/8" 3/8" 1/2" 1/4"1/4" 1/2"1/2"1/2" VARIES 1/2"1/2"1/2"1/4"1/4"1/2" 3/8" ON L Y T O B E I N C L U D E D A T DO O R L O C A T I O N S DE C O R A T I V E C A R V I N G ; SE E A 3 / A E 5 8 0 OU T E R M O S T F A C E O F M I L L W O R K 7/8"7/8" 5/ 8 " 2 3/8"2"1/4" 1/4" DECORATIVE CARVING;SEE A3/AE580 1/4"1"1 3/8"9 1/8"1 1/8"1/2"1"3/8"1/2"1/4"1/4"1/2"1/2"1/2"VARIES 1/2"1/2"1/2"1/4"1/4"1/2"3/8"3/8"2 3/8"2"1/4"7/8"7/8"OUTER MOST FACE OF MILLWORK 1 1/2"5/8"1/4" 1/ 4 " 1 1 / 2 " 1 1 / 2 " 4 1 / 4 " 1" 1/2"3/4" 1 1/4"VARIES1/2"1/2"1/2"1/4"1/4"1/4" 3/ 4 " 1/ 4 " 1/ 2 " 3 7 / 8 " 1" 5/ 8 " 7/8" 1/4" 1/2" 1/4"1 1/2"1 1/2"4 1/4"1"1/2"3/4"1/4"1/2"4 7/8"1"5/8"1/4"1/4"1/4"1/2"1/2"1/2"VARIES1 1/4"7/8"1/2"3/4"2"2"EQEQEQEQ LINE OF TRANISTION FOR SPLIT FINISH1/4"1 1/2"1 1/2"3 1/4"1"5/8"1"4 3/8"1/2"1/4"3/4"1 1/4"6 7/8"1/2"1/2"1/2"1/4"1/4"1/4"1/2"1/4" 1/2" 1/2" 7/8" 1" 3 1 / 4 " 1 1 / 2 " 1 1 / 2 " 5/ 8 " 1" 3 7 / 8 " 1/ 2 " 1/ 4 " 3/ 4 " 1 1/4"VARIES 1/2"1/2"1/2"1/4"1/4"1/4" 1/4" DE C O R A T I V E C A R V I N G ; SE E A 3 / 5 8 0 1"3 1/4" 1 1/2"1 1/2" 1/4" 3/4" 1/4" 1/2" 1/4" 7/8" 7 3/4"1" 5/8" 1 1 / 4 " VA R I E S 1/ 2 " 1/ 2 " 1/ 2 " 1/ 2 " 1/ 4 " 1/ 4 " 1/ 4 " 1/ 4 " 1/ 8 " 1/ 4 " 1/2" DE C O R A T I V E C A R V I N G ; SE E A 3 / 5 8 0 1/4" 5/ 8 " 1" 6" 7/ 8 " 1/ 4 " 1/ 2 " 1/ 4 " 3/ 4 " 1" 3 1 / 4 " 1 1 / 2 " 1 1 / 2 " 1/ 4 " 1/2" 1/2" 1/4"1/4"1/4"1/4"1/2"1/2"1/2"1/2"VARIES1 1/4" OU T E R M O S T F A C E O F M I L L W O R K 1 1 / 8 " 1" 4 3 / 8 " 3/ 4 " 1/4"1/4"1/4"1 3/4"VARIES 1 3/4"1/4"1/4"1/4" 3/4"3/4" DR + 1/8"2"1/4" ON L Y T O B E I N C L U D E D A T DO O R L O C A T I O N S 1/ 8 " C H A M F E R LI N E O F MI L L W O R K A B O V E ST O N E B A S E , SE E S C H E D U L E ST O N E P L I N T H B L O C K 5/ 8 " 1/4" 3/4" 3/ 4 " 6 7 / 8 " 1" 1 1 / 8 " 1/4"1/2"1 5/8"7/8"VARIES 7/8"1 5/8"3/4" 1/ 8 " C H A M F E R 3/4" ON L Y T O B E I N C L U D E D AT D O O R L O C A T I O N S ST O N E B A S E , S E E S C H E D U L E ST O N E P L I N T H BL O C K LI N E O F M I L L W O R K AB O V E 2 3/8"2"1/4" 5/ 8 " 1/4" 5/8"1"4 7/8"1/2"1/4"3/4"1/4"1/4"1/4"1/2"1/2"1/2"VARIES1/2"1/2"1/2"1/4"1/4"1/4"2 3/8"2"1/4"ONLY TO BE INCLUDED AT DOOR LOCATIONSFACE OF PARTITION1 1/4"1 1/4"5/8"1/4" 1 1/4" 1 1/4" 1/4"1/4"1/4" 1/2"1/2"1/2" VARIES 1/2"1/2"1/2" 1/4"1/4"1/4" 2 3/8"2"1/4" 5/ 8 " 1" 3 7 / 8 " 1/ 2 " 1/ 4 " 3/ 4 " 1/4" ON L Y T O B E I N C L U D E D A T DO O R L O C A T I O N S FA C E O F P A R T I T I O N 5/ 8 " 1/4" 1/4"1/4"1/4"1 3/4"VARIES 1 3/4"1/4"1/4"1/4" 1 1 / 8 " 1" 4 3 / 8 " 3/ 4 " ON L Y T O B E I N C L U D E D A T DO O R L O C A T I O N S 1/ 8 " C H A M F E R ST O N E P L I N T H B L O C K ST O N E B A S E , S E E S C H E D U L E LI N E O F M I L L W O R K AB O V E 2 3/8"2"1/4" 5/ 8 " 1/4" 1/4"DECORATIVE CARVING;SEE A3/AE580 2 7/8"2"1/4"5/8"ONLY TO BE INCLUDED AT DOOR LOCATIONS1/4"1/4"1/4"1/4"1/2"1/2"1/2"1/2"7 3/4"1/2"1/2"1/2"1/2"1/4"1/4"1/4"1/4"5/8"1"6 3/4"7/8"1/4"1/2"1/4"3/4"FACE OF PARTITION1 1/4"1 1/4"1/4" DE C O R A T I V E C A R V I N G , SE E A 3 / A E 5 8 0 FA C E O F P A R T I T I O N 2 7/8"2"1/4" DE C O R A T I V E C A R V I N G , SE E A 3 / A E 5 8 0 ON L Y T O B E I N C L U D E D AT D O O R L O C A T I O N S 1 1/4"1 1/4" 1/4"1/4"1/4"1/4" 1/2"1/2"1/2"1/2" VARIES 1/2"1/2"1/2"1/2" 1/4"1/4"1/4"1/4" 5/ 8 " 1" 5 1 / 4 " 7/ 8 " 1/ 4 " 1/ 2 " 1/ 4 " 3/ 4 " 1/4" 5/ 8 " 1/4" 1/ 8 " C H A M F E R 5/ 8 " ON L Y T O B E I N C L U D E D AT D O O R L O C A T I O N S ST O N E B A S E , S E E S C H E D U L E ST O N E P L I N T H B L O C K 1/4"1/4"1/4"1"1 1/2"VARIES 1 1/2"1"1/4"1/4"1/4" 3/ 4 " 1 3 / 4 " 5 1 / 8 " 1" 1 1 / 8 " 3/4"3/4" LI N E O F M I L L W O R K AB O V E 2 7/8"2"1/4" 1/4" 1/ 8 " C H A M F E R ST O N E B A S E , S E E S C H E D U L E ST O N E P L I N T H BL O C K LI N E O F M I L L W O R K AB O V E 1/4"1/4"1/4"1"1 1/2"5"1 1/2"1"1/4"1/4"1/4" 3/ 4 " 1 3 / 4 " 5 7 / 8 " 1" 1 1 / 8 " 3/ 4 " 1 3 / 4 " 5 3 / 4 " 1 1 / 4 " 3/ 8 " 1 1/2" 1/4" 7/8" 1"1"5 1/4"1"1" 7/8" 1/4" 3/4"3/4" 1/ 8 " C H A M F E R ON L Y T O B E I N C L U D E D AT D O O R L O C A T I O N S ST O N E B A S E , S E E S C H E D U L E ST O N E P L I N T H B L O C K LI N E O F MI L L W O R K A B O V E 2 3/8"2"1/4" 5/ 8 " 1/4" LI N E O F M I L L W O R K AB O V E ON L Y T O B E I N C L U D E D AT D O O R L O C A T I O N S 3/ 4 " 1 3 / 4 " 4 3 / 8 " 1" 3/ 8 " 1 1 / 2 " 1/4" 3/4" 1/8" 1"1"VARIES1"1" 1/8" 3/4" 1/4" 3/4"3/4" 1/ 8 " C H A M F E R ST O N E B A S E , SE E S C H E D U L E ST O N E P L I N T H B L O C K 2 3/8"2"1/4" 5/ 8 " 1/4" 7 5 / 8 " 3/4" 8 1/4"1 1/2"1"1/4"1/4"1/4" 1 1 / 8 " 1" 5 7 / 8 " 1 3 / 4 " 3/ 4 " 3/4" LI N E O F M I L L W O R K AB O V E ST O N E B A S E , SE E S C H E D U L E ST O N E P L I N T H B L O C K 1/ 8 " C H A M F E R 3/4" LI N E O F M I L L W O R K AB O V E ST O N E B A S E , SE E S C H E D U L E ST O N E P L I N T H B L O C K 1/ 8 " C H A M F E R 7 3 / 4 " 1 1 / 8 " 1" 4 3 / 8 " 3/ 4 " 9"1 3/4"1/4"1/4"1/4" 3/ 4 " 4 3 / 8 " 1" 1 1 / 8 " 8 7/8"1 3/4" 1/4" 1/2" 8 1 / 8 " 3/4" LI N E O F M I L L W O R K AB O V E ST O N E B A S E , SE E S C H E D U L E ST O N E P L I N T H B L O C K 1/ 8 " C H A M F E R SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/17/2012 4:11:08 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt CASED OPENING AND DOOR FRAME DETAILS AE606Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 3 " = 1 ' - 0 " A1 JA M B A N D P L I N T H D E T A I L SC A L E : 3 " = 1 ' - 0 " A2 HE A D D E T A I L SC A L E : 3 " = 1 ' - 0 " B1 JA M B D E T A I L SC A L E : 3 " = 1 ' - 0 " B2 HE A D D E T A I L SC A L E : 3 " = 1 ' - 0 " C1 JA M B D E T A I L SC A L E : 3 " = 1 ' - 0 " C2 HE A D D E T A I L SC A L E : 3 " = 1 ' - 0 " D1 JA M B D E T A I L SC A L E : 3 " = 1 ' - 0 " D2 HE A D D E T A I L SC A L E : 3 " = 1 ' - 0 " C3 JA M B D E T A I L SCALE: 3" = 1'-0"C5HEAD DETAIL SC A L E : 3 " = 1 ' - 0 " D3 JA M B D E T A I L SCALE: 3" = 1'-0"D5HEAD DETAILSCALE: 3" = 1'-0"E5HEAD DETAIL SC A L E : 3 " = 1 ' - 0 " E3 JA M B D E T A I L SC A L E : 3 " = 1 ' - 0 " E2 HE A D D E T A I L SC A L E : 3 " = 1 ' - 0 " E1 JA M B D E T A I L SCALE: 3" = 1'-0"A5HEAD DETAIL SC A L E : 3 " = 1 ' - 0 " A3 JA M B A N D P L I N T H D E T A I L SCALE: 3" = 1'-0"B5HEAD DETAIL SC A L E : 3 " = 1 ' - 0 " B3 JA M B D E T A I L 4SEPT 17, 2012ADDENDUM 4 4 4 1 1/2"4"1"3 1/8"1 1/2"1 7/8"11"1 7/8" 4 5 / 8 " 1" 4" 1 1 / 2 " 1/2" 3/4"1/2"1/2"1 7/8"1 1/2"3 1/8"1"1/2"1/2" 1/2" 3/4"3/4"1 1/2"4"1"3 1/8"1 1/2"4 5/8"1 1/2"3 1/8"1" 4" 1 1 / 2 " 1/2"1 7/8"1 1/2"3 1/8"1"3/4"1/2"1/2"1/2"3/4"1/2"1/2"1/2" 1" 1 3/8" 5/8"5/8" 5 1/8" 5/8"5/8" 7/8" 1/4" 1/2" 1" 7/ 8 " 7/ 8 " 3/ 8 " 1/ 2 " 1/ 4 " 1/ 4 " 1/ 2 " 1/ 2 " 1/ 2 " VA R I E S 1/ 2 " 1/ 2 " 1/ 2 " 1/ 4 " 1/ 4 " 1/ 2 " 3/ 8 " 2 3 / 8 " 2" 1/ 4 " 5/8" 1/4" 1 1/2" 3/8" 1/8" 1/2" 1/ 8 " 1/ 4 " 1/4" DE C O R A T I V E C A R V I N G , SE E A 3 / A E 5 8 0 OU T E R M O S T F A C E O F MI L L W O R K ON L Y T O B E I N C L U D E D AT D O O R L O C A T I O N S 1" 1/ 2 " 1/ 4 " 7/ 8 " 5/ 8 " 5/ 8 " 2" 5/ 8 " 5/ 8 " 1 3 / 8 " 1" 3/8" 1/2" 1/4"1/4" 1/2"1/2"1/2" VARIES 1/2"1/2"1/2" 1/4"1/4"1/2" 3/8" 2 3/8"2"1/4" 5/ 8 " DE C O R A T I V E C A R V I N G , SE E A 3 / A E 5 8 0 OU T E R M O S T F A C E O F M I L L W O R K DE C O R A T I V E C A R V I N G , SE E A 3 / A E 5 8 0 ON L Y T O B E I N C L U D E D AT D O O R L O C A T I O N S 7/8"7/8" 1/4" 1 1/2" 3/8" 1/8" 1/2" 1/8"1/4" 1/4" LI N E O F M I L L W O R K AB O V E ON L Y T O B E I N C L U D E D AT D O O R L O C A T I O N S 3/ 4 " 1 3 / 4 " 4 3 / 8 " 1" 3/ 8 " 1 1 / 2 " 1/4" 3/4" 1/8" 1"1"VARIES1"1" 1/8" 3/4" 1/4" 3/4"3/4" 5/ 8 " 1/ 8 " C H A M F E R ST O N E B A S E , SE E S C H E D U L E ST O N E P L I N T H B L O C K 2 3/8"2"1/4" 1/4" DECORATIVE CARVING;SEE A3/AE580 1/4"1"1 3/8"5/8"5/8"6 5/8"5/8"5/8"1 1/8"1/2"1"3/8"1/2"1/4"1/4"1/2"1/2"1/2"5 1/4"1/2"1/2"1/2"1/4"1/4"1/2"3/8"3/8"3"2"1/4"7/8"7/8"OUTER MOST FACE OF MILLWORK 1 1/2"5/8"1/4" DE C O R A T I V E C A R V I N G ; SE E A 3 / A E 5 8 0 1" 1/ 2 " 1/ 4 " 7/ 8 " 5/ 8 " 5/ 8 " 3 1 / 2 " 5/ 8 " 5/ 8 " 1 3 / 8 " 1" 1/ 4" 1 1/2 " 3/8" 3/8" 1/2" 1/4"1/4" 1/2"1/2"1/2" VARIES 1/2"1/2"1/2"1/4"1/4"1/2" 3/8" 3"2"1/4" 5/ 8 " DE C O R A T I V E C A R V I N G ; SE E A 3 / A E 5 8 0 OU T E R M O S T F A C E O F M I L L W O R K 7/8"7/8" 1/4"1/8" 1/8" 1 /2 " 1/4" 3/ 4 " 1 3 / 4 " 5 3 / 4 " 1 1 / 4 " 3/ 8 " 1 1 / 2 " 1/4" 7/8" 1"1"5 1/4"1"1" 7/8" 1/4" 3/4"3/4" 1/ 8 " C H A M F E R ON L Y T O B E I N C L U D E D AT D O O R L O C A T I O N S ST O N E B A S E , S E E S C H E D U L E ST O N E P L I N T H B L O C K LI N E O F MI L L W O R K A B O V E 3"2"1/4" 5/ 8 " 1/4" 1"1 3/8" 5/8"5/8" 5 1/8" 5/8"5/8" 7/8" 1/4" 1/2" 1" 1 7 / 8 " 7/ 8 " 3/ 8 " 1/ 2 " 1/ 4 " 1/ 4 " 1/ 2 " 1/ 2 " 1/ 2 " 2' - 0 1 / 4 " 1/ 2 " 1/ 2 " 1/ 2 " 1/ 4 " 1/ 4 " 1/ 2 " 3/ 8 " 2 3 / 8 " 2" 1/ 4 " 5/8" DE C O R A T I V E C A R V I N G , SE E A 3 / A E 5 8 0 OU T E R M O S T F A C E O F MI L L W O R K DE C O R A T I V E C A R V I N G , SE E A 3 / A E 5 8 0 2 3 / 8 " 1" 1' - 0 7 / 8 " 1" 2 3 / 8 " 3/8" 1 1/2 " 1/8"1/2" 1/4" 1/2" 1/2" 1/4" 1 1/2" 3/8"1"1 3/8"7 5/8" 7/8" 1/4" 1/2" 1" 1/4" 3/8" 1/2"1/4"1/4"1/2"1/2"1/2"2'-0 1/4"1/2"1/2"1/2" 1/4"1/4"1/2" 3/8" 7/8" 1" 1/ 2 " 1/ 4 " 7/ 8 " 5/ 8 " 5/ 8 " 2" 5/ 8 " 5/ 8 " 1 3 / 8 " 1" 1/8" 1/2" 1/4" 1 1 /2 " 3/8" 1/8" 1/4" DE C O R A T I V E C A R V I N G , SE E A 5 / A E 5 8 0 OU T E R M O S T F A C E O F M I L L W O R K DE C O R A T I V E C A R V I N G , SE E A 5 / A E 5 8 0 2 3/8"1"1'-0 7/8"1"2 3/8" 1/4" 2"2 3/8" 1/2" 1/2" 7/8" 5/ 8 " 1/4" 3/ 4 " 1 3 / 4 " 4 1 / 4 " 1 1 / 4 " 3/ 8 " 1 1 / 2 " 3/ 4 " 1 3 / 4 " 4 1 / 4 " 1 1 / 4 " 3/ 8 " 1 1 / 2 " 1/4"7/8"1"1"1'-7 5/8"1/4"2"2 3/8"1"1" 7/8" 1/4" 3/4"3/4" 1/ 8 " C H A M F E R ST O N E P L I N T H BL O C K ST O N E B A S E , SE E S C H E D U L E LI N E O F M I L L W O R K AB O V E 5/ 8 " 1/4" 5/ 8 " 1" 3 7 / 8 " 1/ 2 " 1/ 4 " 1 1/4" 1" 1 3 / 8 " 4 1 / 2 " 7/ 8 " 1/ 4 " 1/ 2 " 1" 7/8" 1/4"1/4"1/4"1/2"1/2"1/2"2'-0 1/4"1/2"1/2"1/2"1/4"1/4"1/2" 3/8" 2 3/8"3/4"3/4" 1/ 2 " 1/ 8 " 2 3/8"1"1'-1 5/8"1" 1/4" 1/2" 1/2" 1/4" 1 1/2" 3/8" OU T E R M O S T F A C E O F M I L L W O R K ST E E L C O L U M N , SE E S T R U C T U R A L DE C O R A T I V E C A R V I N G , SE E A 3 / A E 5 8 0 FA C E O F P A R T I T I O N 1/4" 7/8" 1"1"1'-8 3/8"3/4"3/4"2 3/8"1 3/4" 1/4" 1/2" 1 1 / 8 " 1" 4 3 / 8 " 3/ 4 " 1/ 2 " 1 1 / 2 " 3/ 8 " 1 1 / 4 " 4 1 / 4 " 1 3 / 4 " 3/ 4 " ST E E L C O L U M N , SE E S T R U C T U R A L 1/ 8 " C H A M F E R ST O N E P L I N T H BL O C K ST O N E B A S E , SE E S C H E D U L E LI N E O F M I L L W O R K AB O V E 3/4"3/4" 5/8"1"4 7/8"1/2" 1/4" 3/4" 1" 1 3/8" 7 5/8" 7/8" 1/4" 1/2" 1" 1/ 2 " 1/ 4 " 1/ 2 " 1/ 2 " 1/ 2 " 2' - 0 1 / 4 " 1/ 2 " 1/ 2 " 1/ 2 " 1/ 4 " 1/ 4 " 1/ 2 " 3/ 8 " 1 1 / 4 " 7/ 8 " 1/2" 1/8" 1/2" 1/4" 1/2" 1/4"1 1/2" 3/8" DE C O R A T I V E C A R V I N G , SE E A 5 / A E 5 8 0 FA C E O F P A R T I T I O N OU T E R M O S T F A C E O F M I L L W O R K 2 3 / 8 " 3/ 4 " 3/ 4 " 1" 1' - 1 5 / 8 " 1" 2 3 / 8 " 1/4"8" 1 3/4"2'-10" 1 3 / 4 " 1/4"8" 3/ 4 " 3/4" LI N E O F M I L L W O R K AB O V E 1/ 8 " C H A M F E R ST O N E B A S E , SE E S C H E D U L E STONE PLINTH BLOCK 1/4"6 1/8" 2"1'-11 7/8" 2" 1/4"8"1"SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 4:40:05 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt CASED OPENING AND DOOR FRAME DETAILS AE607Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 3 " = 1 ' - 0 " D4 C1 1 H E A D A N D J A M B D E T A I L SC A L E : 3 " = 1 ' - 0 " B4 C1 0 H E A D A N D J A M B D E T A I L SC A L E : 3 " = 1 ' - 0 " E2 HE A D D E T A I L SC A L E : 3 " = 1 ' - 0 " E1 JA M B D E T A I L SCALE: 3" = 1'-0"E5HEAD DETAIL SC A L E : 3 " = 1 ' - 0 " E3 JA M B D E T A I L SC A L E : 3 " = 1 ' - 0 " C3 IN S T R U C T I O N 2 H E A D D E T A I L SC A L E : 3 " = 1 ' - 0 " C1 IN S T R U C T I O N 2 J A M B D E T A I L SC A L E : 3 " = 1 ' - 0 " A1 YO U T H W A I T I N G J A M B D E T A I L SC A L E : 3 " = 1 ' - 0 " A3 YO U T H W A I T I N G H E A D D E T A I L SC A L E : 3 " = 1 ' - 0 " C4 C1 1 P L I N T H D E T A I L SC A L E : 3 " = 1 ' - 0 " A4 C1 0 P L I N T H D E T A I L 5/ 8 " 1" 3 7 / 8 " 1/ 2 " 1/ 4 " 3/ 4 " 5/ 8 " 1/4"1/4"1/4"1/2"1/2"1/2" 2 3/8"2"1/4"6 3/8" 1/2"1/2"1/2"1/4"1/4"1/2" 3/8" 1" 1 3 / 8 " 4 1 / 2 " 7/ 8 " 1/ 4 " 1/ 2 " 1" 1/4"1/4" 3/8" 1 1/2" 1 1/4" DE C O R A T I V E C A R V I N G , SE E A 3 / A E 5 8 0 FA C E O F PA R T I T I O N OU T E R M O S T F A C E OF M I L L W O R K 1/4" 5/8"1"4 7/8"1/2" 1/4"3/4" 5/8" 1" 1 3/8" 7 5/8" 7/8"1/4"1/2" 1" 7/ 8 " 1 1 / 4 " 1/ 4 " 1/ 4 " 1/ 4 " 1/ 2 " 1/ 2 " 1/ 2 " 2 3 / 8 " 2" 1/ 4 " 6 3 / 8 " 1/ 2 " 1/ 2 " 1/ 2 " 1/ 4 " 1/ 4 " 1/ 2 " 3/ 8 " OU T E R M O S T F A C E O F M I L L W O R K DE C O R A T I V E C A R V I N G , SE E A 3 / A E 5 8 0 FA C E O F P A R T I T I O N 1/4" 1/4" 1 1/2" 3/8" 1/4" 1 1 / 8 " 1" 4 3 / 8 " 3/ 4 " 5/ 8 " 1 1 / 2 " 3/ 8 " 1 1 / 4 " 4 1 / 4 " 1 3 / 4 " 3/ 4 " 1/4" 7/8" 1"1"6 3/8"1/4"2"2 3/8"1 3/4"1/4"1/4"1/4" 1 1/2"3/4" LI N E O F M I L L W O R K A B O V E ST O N E PL I N T H B L O C K ST O N E B A S E , SE E S C H E D U L E 1/ 8 " C H A M F E R 1/4" 1 7/8"1 1/2"3 1/8"1"1 1/2"VARIES1 1/2"1 1/4"VARIES 1/2"1/2"OUTER MOST FACE OF MILLWORKFACE OF PARTITION 1" 3 1 / 8 " 1 1 / 2 " 1 7 / 8 " 1/ 2 " 1 1/2"VARIES1 1/2" 1 1/4"1 1/4" 1/2" 1/2" FA C E O F PA R T I T I O N OU T E R M O S T F A C E OF M I L L W O R K LI N E O F M I L L W O R K AB O V E 1/ 8 " C H A M F E R ST O N E PL I N T H B L O C K STONE BASE,SEE SCHEDULE STONE BASE,SEE SCHEDULE 1"1 3/8" 8" 2"VARIES2" 8" VARIES 2" 5/ 8 " CO N T . S E A L A N T B O T H S I D E S HO L L O W M E T A L D O O R F R A M E GY P S U M B O A R D ME T A L S T U D DO O R A S P E R S C H E D U L E D 2 1/4"1 7/8" 5/ 8 " 1/2"1/2" CA R P E T / C A R P E T T I L E CO N C R E T E F L O O R S L A B SO U N D S E A L W H E R E S C H E D U L E D SC H E D U L E D T H R E S H O L D DO O R & F R A M E W H E R E O C C U R S T. O . S L A B 99 ' - 1 1 1 / 2 " TH I N S E T S E T T I N G B E D CA R P E T / C A R P E T T I L E w / B A C K I N G 1" 1/4" CA R P E T / C A R P E T T I L E w / B A C K I N G CO N C R E T E F L O O R S L A B SO U N D S E A L W H E R E S C H E D U L E D SC H E D U L E D T H R E S H O L D DO O R & F R A M E W H E R E O C C U R S T. O . S L A B 99 ' - 1 1 1 / 2 " TH I C K S E T M U D B E D CE R A M I C T I L E 1" 1/4" 1/ 2 " S T O N E T I L E CO N C R E T E F L O O R S L A B SO U N D S E A L W H E R E S C H E D U L E D SC H E D U L E D T H R E S H O L D DO O R & F R A M E W H E R E O C C U R S T. O . S L A B 99 ' - 1 1 1 / 2 " TH I N S E T S E T T I N G B E D CA R P E T / C A R P E T T I L E w / BA C K I N G 1/4" 1" TH I C K S E T M U D B E D 1/ 2 " S T O N E T I L E CO N C R E T E F L O O R S L A B SO U N D S E A L W H E R E S C H E D U L E D SC H E D U L E D T H R E S H O L D DO O R & F R A M E W H E R E O C C U R S T. O . S L A B 99 ' - 1 0 " TH I C K S E T M U D B E D CE R A M I C T I L E 1/4" 1" 5/ 8 " 1" 3 7 / 8 " 1/ 2 " 1/ 4 " 3/ 4 " 5/ 8 " 1" 1 3 / 8 " 4 1 / 2 " 7/ 8 " 1/ 4 " 1/ 2 " 1" 1/4"1/4"1/4" 1/2"1/2"1/2" 2 3/8"2"1/4"8 1/2"1/2"1/2"1/2" 1/4"1/4"1/2" 3/8" 1 1/2" 3/8" 1/4" 1/4" 7/8"7/8" DE C O R A T I V E C A R V I N G , SE E A 3 / A E 5 8 0 OU T E R M O S T FA C E O F M I L L O R K OU T E R M O S T F A C E OF M I L L W O R K 1/4" 1 1 / 8 " 1" 4 3 / 8 " 3/ 4 " 5/ 8 " 1 1 / 2 " 3/ 8 " 1 1 / 4 " 4 1 / 4 " 1 3 / 4 " 3/ 4 " 1/4" 7/8" 1"1"8 1/2"1/4"2"2 3/8"1 3/4" 1/2" 1/4" 3/4"3/4" LI N E O F M I L L W O R K A B O V E 1/ 8 " C H A M F E R ST O N E PL I N T H B L O C K ST O N E B A S E , SE E S C H E D U L E ST O N E B A S E , SE E S C H E D U L E 5/8"1"4 7/8" 1/2" 1/4" 3/4" 1/ 4 " 1/ 4 " 1/ 4 " 1/ 2 " 1/ 2 " 1/ 2 " VA R I E S 1/ 2 " 1/ 2 " 1/ 2 " 1/ 4 " 1/ 4 " 1/ 4 " 1/4" 5/8" 1"4 7/8" 1/2" 1/4" 3/4" 1/4" 7/ 8 " 7/ 8 " 4"4" 3/4" 1/4" 1/2"4 7/8"1"5/8" 1" 1/2"1/4" 7/8" 7 5/8" 1 3/8"1" 3 3 / 8 " 7/ 8 " 1/ 2 " 1/ 4 " 1/ 2 " 1/ 2 " 1/ 2 " 1' - 1 1 / 8 " 1/ 2 " 1/ 2 " 1/ 2 " 1/ 4 " 1/ 4 " 1/ 2 " 3/ 8 " 2 3 / 8 " 2" 1/ 4 " 5/8" 1/4" 1/4" 3/8" 1 1/2" DE C O R A T I V E C A R V I N G , SE E A 5 / A E 5 8 0 FA C E O F P A R T I T I O N OU T E R M O S T F A C E O F M I L L W O R K 1/4" 5/8"1"4 7/8"1/2"1/4"3/4"1/2"1/2"1/2"5 1/4"1/2"1/2"1/2"1/4"1/4"1/4"1"1/2"1/4"3/4"1/2"1 1/4"1/4"5/8"1/4"1/4"2"2 3/8" 1" 1/ 2 " 1/ 4 " 3/ 4 " 5/ 8 " 1" 3 7 / 8 " 1/ 2 " 1/ 4 " 3/ 4 " 5/ 8 " 1/2" 1/4"1/2"1/2"1/2" 5 1/4"1/2"1/2"1/2" 1/2" 2 3/8"2"1/4" 1/4" 1 1/4" 1/4"1/4"1/4"1 3/4"5 1/4"1 1/8"5/8" 1 1 / 8 " 1" 4 3 / 8 " 3/ 4 " 5/ 8 " 1 5 / 8 " 3/ 4 " LI N E O F M I L L W O R K AB O V E 1/8" CHAMFERSTONE BASE,SEE SCHEDULE ST O N E P L I N T H B L O C K 2 3/8"2"1/4"1/4" 1 7/8"2 1/4"9 1/2" 2" 1/2" 1/2" 5/ 8 " 2" FI N I S H P E R F I N I S H SC H E D U L E 3/ 8 " S T O N E T I L E WI R E M E S H S U B S T R A T E CO N T I N U O S S E A L A N T HO L L O W M E T A L D O O R F R A M E CA S T I N T O C O N C R E T E 9 1 / 2 " 2 1 / 4 " 1 7 / 8 " 2" 5/8" 2"1/ 2 " 1/ 2 " 3/8" STONE TILE ON THINSET WIRE MESH SUBSTRATE HOLLOW METAL DOOR FRAME CAST INTO CONCTRETE FI N I S H P E R F I N I S H SC H E D U L E CO N T I N U O S S E A L A N T 6 5/8"1 3/8"7/8"1/8"5/8"1/8"1/4"1/4"3/4"6 1/2"1 3/4"5/8" GYPSUM BOARD CAULKING BEAD STONE BASE-FLUSH WITH WALL 1/4 PLOUGHED OR RELIEVED BACKTHINSET ADHESIVE5/8" TILE BACKER BOARDFIRE JOINT - FINISH FLUSH WITH WALL 7 1/8" 6 5/8" 1 3/8" 7/8" 1/8" 5/ 8 " 1/ 8 " 1/ 4 " 1/ 4 " 0"7 1/8"1 7/8" 5/ 8 " G Y P S U M B O A R D - FA C E O F P A R T I T I O N CA U L K I N G B E A D ST O N E B A S E - B A C K F L U S H WI T H W A L L TH I N S E T A D H E S I V E 3/ 8 " T I L E B A C K E R B O A R D CA U L K I N G - F I N I S H F L U S H WI T H B A C K E R B O A R D 7 1/8" 1/ 4 " CONCRETE FLOOR SLABALUMINUM THRESHOLDHM DOOR FRAME BEYOND T.O. SLAB VARIES1 1/2"1/2"ALIGN THRESHOLD TO THE FACE OF THE HM FRAME SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/10/2012 12:55:47 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt CASED OPENING AND DOOR FRAME DETAILS AE608Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 3 " = 1 ' - 0 " E1 SE A L I N G C O R R I D O R J A M B D E T A I L SC A L E : 3 " = 1 ' - 0 " E2 SE A L I N G C O R R I D O R H E A D D E T A I L SCALE: 3" = 1'-0"E5HEAD DETAIL SC A L E : 3 " = 1 ' - 0 " E3 JA M B D E T A I L SC A L E : 3 " = 1 ' - 0 " C2 HM D O O R J A M B A N D H E A D SC A L E : 3 " = 1 ' - 0 " B4 TH R E S H O L D D E T A I L SC A L E : 3 " = 1 ' - 0 " B1 TH R E S H O L D D E T A I L SC A L E : 3 " = 1 ' - 0 " B2 TH R E S H O L D D E T A I L SC A L E : 3 " = 1 ' - 0 " B3 TH R E S H O L D D E T A I L SC A L E : 3 " = 1 ' - 0 " D1 SE A L I N G C O R R I D O R T O W O R K E R S T U D Y J A M B D E T A I L SC A L E : 3 " = 1 ' - 0 " C1 HE A D D E T A I L SC A L E : 3 " = 1 ' - 0 " D2 HE A D D E T A I L SCALE: 3" = 1'-0"D5STORAGE HEAD DETAIL SC A L E : 3 " = 1 ' - 0 " D3 ST O R A G E J A M B D E T A I L SC A L E : 3 " = 1 ' - 0 " C3 LO W E R F O N T D O O R J A M B D E T A I L SC A L E : 3 " = 1 ' - 0 " C4 LO W E R F O N T D O O R H E A D D E T A I L SCALE:C5PLINTH BLOCK HEIGHT TRANSITIONALIGN THRESHOLD SWING SIDELATCH SIDE 3SEPT 10, 2012ADDENDUM 3 SCALE: 3" = 1'-0"A5BASE DETAIL @ FIRE RATED WALL SC A L E : 3 " = 1 ' - 0 " A4 BA S E D E T A I L @ N O N R A T E D W A L L SCALE: 3" = 1'-0"B5THRESHOLD DETAIL 3 3 3 3 3 3 TURNED WOOD ROSETTED6AE609 RAISED WOOD PANEL AR T G L A S S P A N E L D3 AE 6 0 9 G3 1' - 2 " 1' - 2" ART GLASS LITE R.O. - SEE DETAIL AR T G L A S S P A N E L D3 AE 6 0 9 G3 1' - 2 " 1' - 2" ART GLASS LITE R.O. - SEE DETAIL CA R V E D W O O D P A N E L D2 AE 6 0 9 RA I S E D W O O D P A N E L RA I S E D P A N E L WI T H D E C O R A T I V E CA R V E D M O T I F (B O T H S I D E S ) 3/ 8 "1 3/4"1/2" 13/16" 1/2"1 1/2"5/8" 1/ 2 " 1/ 4 " 1/ 4 " 5/ 1 6 " 1/ 8 " 3/8" 1 1/8" 1/2" 1 1/4" 1/2" 1/ 4 " 3/ 8 " 3/ 8 " 1/ 4 " 5/ 8 " 3/ 8 " 5/ 8" 1/8" 1 5/8" 3/ 8 " AR T G L A S S P A N E L WO O D M I L L W O R K 1/2"3/8"1/2"1 15/16"1/2"3/8"1/2"6 3/4"1 1/4"2"3/16"5/16"1/8"1/4"1"TURNED SOLID WOOD ROSETTEART GLASS PANEL D4 AE 6 0 9 G3 1' - 2" ART GLASS LITE 1' - 2 " R.O. - SEE DETAIL 1/2" 1 1/4" 1/2" 1/4" 1/2" 1/ 4 " 1/ 2 " 1/ 8 " 5/ 8 " 1/ 4 " AR T G L A S S P A N E L 1/4" 5/8" WO O D M I L L W O R K AR T G L A S S P A N E L 1'-9 1/4" 1' - 9 1 / 4 " 1" R.O. SEE DR DTLS R. O . S E E D R D T L S G2 AR T G L A S S P A N E L 1'-6 1/8" 1' - 6 1 / 8 " R. O . S E E D R D T L S R.O. SEE DR DTLS G2 D5 AE609 MT L P R O F I L E T R I M F O R AP P E A R A N C E O F A "R A I S E D P A N E L " IN S U L A T E D H M D O O R CO N T W E L D , G R I N D S M O O T H , TY P F U L L I N N E R A N D O U T E R PE R I M E T E R , 3/ 1 6 " 1/ 4 " 1/ 1 6 " 1/ 8 " 1/ 4 " 1 1/4"1 1/2"1/2" VARIES VA R I E S R.O. SEE DR DTLS R. O . S E E D R D T L S AE 6 2 3 P SI M G8 6'-0" 2' - 3 1 / 4 " R.O. SEE DR DTLS R. O . S E E D R D T L S AE 6 2 3 G SI M G3 EXTERIOR IGU WINDOW, SEE GLASS SCHEDULE EXTERIOR IGU DOOR LITE, SEE GLASS SCHEDULE INTERIOR GLAZED UNIT, SEE GLASS SCHEDULE INTERIOR GLAZED UNIT, SEE GLASS SCHEDULE INTERIOR DOOR LITE W/ ETCHED PATTERN, SEE GLASS SCHEDULE DECORATIVE CAST ALUMINUM PANEL 1/4" TEMPERED GLASS, CLEAR ALUMINUM WINDOW FRAME, SEE DETAILS WOOD MILLWORK WINDOW FRAME, SEE DETAILSG1234GLAZING LEGEND 5G3G2G8G4 D1 AE 6 0 9 CA R V E D W O O D P A N E L RA I S E D W O O D P A N E L RA I S E D P A N E L WI T H D E C O R A T I V E CA R V E D M O T I F (B O T H S I D E S ) 3/ 8 "1 3/4"1/2" 13/16" 1/2"1 1/2"5/8" 1/ 2 " 1/ 4 " 1/ 4 " 5/ 1 6 " 1/ 8 " 5/ 8 " 2 5/8"1 1/4" 1" VA R I E S , S E E D R T Y P E 2 3/4" 1/2"1"3/4" 1" VA R I E S , S E E D R T Y P E 2 3/4" 1/4" 3/8" SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/17/2012 6:40:32 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt INTERIOR DOOR DETAILS AE609Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012RKDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012SCALE: 1 1/2" = 1'-0"E6DOOR PANEL - TYPICAL SC A L E : 1 1 / 2 " = 1 ' - 0 " E3 DR P A N E L - L O B B Y 1 5 0 T O P SC A L E : 1 1 / 2 " = 1 ' - 0 " E4 DO O R P A N E L - L O B B Y 1 5 0 SC A L E : 1 1 / 2 " = 1 ' - 0 " E2 DO O R P A N E L - I N S T R A SC A L E : 6 " = 1 ' - 0 " D2 DO O R P A N E L - I N S T R A SC A L E : 6 " = 1 ' - 0 " D3 DO O R P A N E L - L O B B Y 1 5 0 SCALE: 6" = 1'-0"D6DOOR PANEL - TYPICAL SC A L E : 1 1 / 2 " = 1 ' - 0 " E5 DO O R P A N E L - I N S T R 1 & 2 SC A L E : 6 " = 1 ' - 0 " D4 DO O R P A N E L - I N S T R 1 & 2 SC A L E : 1 1 / 2 " = 1 ' - 0 " C4 DO O R P A N E L - D R T Y P E E 1 SC A L E : 1 1 / 2 " = 1 ' - 0 " C5 DO O R P A N E L - D R T Y P E E 2 SCALE: 1 1/2" = 1'-0"C6DOOR PANEL - DR TYPE E3 SC A L E : 6 " = 1 ' - 0 " D5 DO O R P A N E L - D R T Y P E E 3 1AUG 27, 2012ADDENDUM 1 4SEPT 17, 2012ADDENDUM 4 NO T E : S E E A E 6 2 2 - 6 2 4 F O R GL A S S D E S I G N A T I O N S SC A L E : 1 1 / 2 " = 1 ' - 0 " A1 AR T G L A S S - B A P T I S T R Y D O O R SC A L E : 1 1 / 2 " = 1 ' - 0 " A2 EN T R Y 1 0 1 V E S T I B U L E D R NO T E : S E E A E 6 2 2 - 6 2 4 F O R GL A S S D E S I G N A T I O N S NO T E : D I M E N S I O N S R E P R E S E N T V I S I B L E E X T E N T O F GL A S S . C O O R D I N A T E A C T U AL A R T G L A S S P A N E L S I Z E WI T H D O O R D E T A I L S NO T E : D I M E N S I O N S R E P R E S E N T V I S I B L E E X T E N T O F GL A S S . C O O R D I N A T E A C T U A L A R T G L A S S P A N E L S I Z E WI T H D O O R D E T A I L S NO T E : S E E A E 6 2 2 - 6 2 4 F O R GL A S S D E S I G N A T I O N S NO T E : S E E A E 6 2 2 - 6 2 4 F O R GL A S S D E S I G N A T I O N S NO T E : S E E A E 6 2 2 - 6 2 4 F O R GL A S S D E S I G N A T I O N S NO T E : S E E A E 6 2 2 - 6 2 4 F O R GL A S S D E S I G N A T I O N S NO T E : S E E A E 6 2 2 - 6 2 4 F O R GL A S S D E S I G N A T I O N S SC A L E : 1 1 / 2 " = 1 ' - 0 " E1 DO O R P A N E L - I N S T R B SC A L E : 6 " = 1 ' - 0 " D1 DO O R P A N E L - I N S T R B SC A L E : 6 " = 1 ' - 0 " A5 DO O R L I T E D E T A I L SC A L E : 6 " = 1 ' - 0 " B5 DO O R D E T A I L 1 1 1 1 4 4 4 4 4 4 1. CONTRACTOR SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE 2006 IBC CONCERNING OPENINGS.2. SIZE OF ROUGH OPENING TO BE CONFIRMED PER WINDOW MANUFACTURER. VERIFY ALL DIMENSIONS IN FIELD. (TYP)3. SAFETY GLAZING MUST COMPLY WITH LABELING AS PER IBC 2006 2406.2.4. THICKNESS OF GLAZING WITHIN DOORS IS NOTED IN GLAZING SCHEDULE. COORD WITH DOOR MANUFACTURER.5. GLAZING TYPE AS NOTED ON WINDOW TYPE ELEVATIONS, SEE SPECIFICATIONS FOR GLAZING TYPE SCHEDULE.6. TEMPERED GLAZING WHERE REQUIRED PER CODE. (TYP)7. GENERAL CONTRACTOR TO COORDINATE ALL TRADES INVOLVED.8. INSTALLATION PROCEDURES SHALL FOLLOW WRITTEN RECOMMENDATIONS FROM WINDOW MANUFACTURER - SHOWN DETAILS ARE FOR REFERENCE ONLY. CONTRACTOR TO CORDINATE RECOMMENDED INSTALLATION PROCEDURE AND SUBMIT FOR ARCHITECTS REVIEW PRIOR TO ANY FIELD INSTALLATION.9. REFER TO SHEET AE622-624 FOR TYPICAL ART GLASS TYPES AND COLORS.GENERAL NOTESEXTERIOR IGU WINDOW, SEE GLASS SCHEDULE EXTERIOR IGU DOOR LITE, SEE GLASS SCHEDULE INTERIOR GLAZED UNIT, SEE GLASS SCHEDULE INTERIOR GLAZED UNIT, SEE GLASS SCHEDULE INTERIOR DOOR LITE W/ ETCHED PATTERN, SEE GLASS SCHEDULE DECORATIVE CAST ALUMINUM PANEL 1/4" TEMPERED GLASS, CLEAR ALUMINUM WINDOW FRAME, SEE DETAILS WOOD MILLWORK WINDOW FRAME, SEE DETAILSG1234GLAZING LEGEND 5G3G2G8G4 G1G1 G1 A1 AE 5 3 1 A3 AE 5 3 1 C1 AE 5 3 1 B. O . S I L L EL : 1 0 3 ' - 4 " 2"5' - 0 5/8"2"3' - 2 3/4"2"3' - 5 3/4"2" 12' - 5" 2" 1' - 1 0 3 / 4 " 2" B4 AE 5 3 0 T. O . W I N D O W EL : 1 1 5 ' - 9 " C3 AE 5 3 1 2' - 3 1 / 2 " R . O . 12'-6" R.O. 2' - 2 3 / 4 " AE 6 2 2 A 4 C1 AE 5 3 1 2"5' - 0 5/8"2"3' - 2 3/4"2"3' - 5 5/8"2" 12' - 5" B. O . S I L L EL : 1 0 3 ' - 4 " T. O . W I N D O W EL : 1 1 5 ' - 9 " 2" 2' - 1 1 3 / 4 " 2" G1 G1 G1 A3 AE 5 3 1 A1 AE 5 3 1 B4 AE 5 3 0 3' - 3 3 / 4 " 3' - 4 1 / 2 " R . O . 12'-5 3/4" R.O. AE 6 2 2 B 4 B. O . S I L L EL : 1 0 3 ' - 0 " 16'-2 3/8" 2" 2' - 7 " 2" 2' - 1 1 " G1 G1 G1 A1 AE 5 3 2 T. O . W I N D O W EL : 1 1 9 ' - 2 1 / 2 " 16'-2 3/8" 2'-11" 2"2'-7"2"6'-3 5/8"2"3'-10 7/8"2"2'-7"2" 2 E1 AE 5 3 3 B3 AE 5 3 3 SI M 16'-3 1/8" R.O. 2' - 1 1 3 / 8 " 2' - 1 1 3 / 4 " R . O . SI M B1 AE 5 3 4 D1 AE 5 3 4 SI M CAST ALUMINUM SPANDREL,PAINT TO MATCH WINDOW FRAME 4 CAST ALUMINUM INTERIOR SILL PANEL, PAINT TO MATCH WINDOW FRAME2"2'-7"2"SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/17/2012 6:33:57 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt WINDOW TYPES & ART GLASS -EXTERIOR AE610Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012JM / RK / CNDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 1 / 2 " = 1 ' - 0 " A WI N D O W T Y P E A SC A L E : 1 1 / 2 " = 1 ' - 0 " B WI N D O W T Y P E B AR T G L A S S A AR T G L A S S B NO T E : S E E A E 6 2 2 - 6 2 4 F O R GL A S S T Y P E S & C O L O R S NO T E : S E E A E 6 2 2 - 6 2 4 F O R GL A S S T Y P E S & C O L O R S SC A L E : 1 1 / 2 " = 1 ' - 0 " C WI N D O W T Y P E C AR T G L A S S C NO T E : S E E A E 6 2 2 - 6 2 4 F O R GL A S S T Y P E S & C O L O R S 1AUG 27, 2012ADDENDUM 1 4SEPT 17, 2012ADDENDUM 4 1 1 SCALE: 1 1/2" = 1'-0" CC WINDOW TYPE C - INTERIOR CAST PNL 4 4 E5 AE 5 3 2 A5 AE 5 3 2 B. O . S I L L EL : 1 0 4 ' - 4 " 11' - 5" 2" 1' - 7 " 2" G1 G1 G1 T. O . W I N D O W EL : 1 1 5 ' - 9 " 2"2'-5 1/2"2"3'-2 5/8"2"5'-1"2" 1' - 1 1 " 1' - 1 1 3 / 4 " R . O . 11'-6" R.O. A3 AE 5 3 1 AE 6 2 3 D 4 1. CONTRACTOR SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE 2006 IBC CONCERNING OPENINGS.2. SIZE OF ROUGH OPENING TO BE CONFIRMED PER WINDOW MANUFACTURER. VERIFY ALL DIMENSIONS IN FIELD. (TYP)3. SAFETY GLAZING MUST COMPLY WITH LABELING AS PER IBC 2006 2406.2.4. THICKNESS OF GLAZING WITHIN DOORS IS NOTED IN GLAZING SCHEDULE. COORD WITH DOOR MANUFACTURER.5. GLAZING TYPE AS NOTED ON WINDOW TYPE ELEVATIONS, SEE SPECIFICATIONS FOR GLAZING TYPE SCHEDULE.6. TEMPERED GLAZING WHERE REQUIRED PER CODE. (TYP)7. GENERAL CONTRACTOR TO COORDINATE ALL TRADES INVOLVED.8. INSTALLATION PROCEDURES SHALL FOLLOW WRITTEN RECOMMENDATIONS FROM WINDOW MANUFACTURER - SHOWN DETAILS ARE FOR REFERENCE ONLY. CONTRACTOR TO CORDINATE RECOMMENDED INSTALLATION PROCEDURE AND SUBMIT FOR ARCHITECTS REVIEW PRIOR TO ANY FIELD INSTALLATION.9. REFER TO SHEET AE622-624 FOR TYPICAL ART GLASS TYPES AND COLORS.GENERAL NOTES EXTERIOR IGU WINDOW, SEE GLASS SCHEDULE EXTERIOR IGU DOOR LITE, SEE GLASS SCHEDULE INTERIOR GLAZED UNIT, SEE GLASS SCHEDULE INTERIOR DOOR LITE (SINGLE PANE), SEE GLASS SCHEDULE DECORATIVE CAST ALUMINUM PANEL 1/4" TEMPERED GLASS, CLEAR ALUMINUM WINDOW FRAME, SEE DETAILS WOOD MILLWORK WINDOW FRAME, SEE DETAILSG1234GLAZING LEGEND 5G3G2G8 CA S T A L U M I N U M SP A N D R E L , P A I N T T O MA T C H W I N D O W F R A M E FL O R A L M O T I F B A S E D O N BL O S S O M O F T H E T U L I P T R E E (LI R I O D E N D R O N T U L I P I F E R A ) B. O . S I L L EL : 1 0 3 ' - 4 " 15' - 10 1/2" 2" 2' - 7 " 2" G1 G1 G1 T. O . W I N D O W EL : 1 1 9 ' - 2 1 / 2 " 2"2'-7 1/2"2"3'-9 7/8"2"4'-9 3/8"2"3'-9 7/8"2" 2 A3 AE 5 3 3 E1 AE 5 3 3 15'-11 1/2" R.O. 2' - 1 1 3 / 4 " R . O . 2' - 1 1 " 4 SI M SI M B1 AE 5 3 4 SI M B3 AE 5 3 3 SI M B. O . S I L L EL : 1 0 3 ' - 4 " 12' - 5" 2" 4' - 1 5 / 8 " 2" G1 G1 G1 T. O . W I N D O W EL : 1 1 5 ' - 9 " 2"5'-0 5/8"2"3'-2 3/4"2"3'-5 3/4"2" A1 AE 5 3 3 E3 AE 5 3 3 3 AE 5 3 3 4' - 5 1 1 / 1 6 " 4' - 6 7 / 1 6 " R . O . 12'-6" R.O. AE 6 2 2 F 4 SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/27/2012 1:00:10 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt WINDOW TYPES & ART GLASS -EXTERIOR AE611Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012JM / RK / CNDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 1 / 2 " = 1 ' - 0 " D WI N D O W T Y P E D AR T G L A S S D AR T G L A S S E SC A L E : 1 1 / 2 " = 1 ' - 0 " E WI N D O W T Y P E E SC A L E : 1 1 / 2 " = 1 ' - 0 " F WI N D O W T Y P E F AR T G L A S S F NO T E : S E E A E 6 2 2 - 6 2 4 F O R GL A S S T Y P E S & C O L O R S NO T E : S E E A E 6 2 2 - 6 2 4 F O R GL A S S T Y P E S & C O L O R S NO T E : S E E A E 6 2 2 - 6 2 4 F O R GL A S S T Y P E S & C O L O R S 1AUG 27, 2012ADDENDUM 1 1 1 1 1 G1 G1 B. O . S I L L EL : 1 0 1 ' - 6 " 2"3'-11 1/4"2"3'-8"2"9'-2"2" T. O . W I N D O W EL : 1 1 8 ' - 1 1 1 / 8 " 4'-3 1/4"17'-5 1/8" 2 17'-6" R.O. 2" 1' - 9 3 / 4 " 2" 2' - 1 3 / 4 " 2' - 2 1 / 2 " R . O . D3 AE 5 3 4 B3 AE 5 3 3 SI MSI M A1 AE 5 3 4 AE 6 2 3 G 4 B. O . S I L L EL : 1 0 3 ' - 4 " G1 G1 G1G1 2"3' - 9 7/8"2"4' - 9 3/8"2"3' - 9 7/8"2"2' - 7"2" 15' - 10" 2" 2' - 7 " 2" A3 AE 5 3 3 B3 AE 5 3 3 T. O . W I N D O W EL : 1 1 9 ' - 2 " D3 AE 5 5 0 2' - 1 1 " 2' - 1 1 3 / 4 " R . O . 15'-11" R.O. IN T E R I O R W D W E1 AE 5 3 3 EX T E R I O R W D W AE 6 2 2 H AE 6 2 2 HT 4 G3G3G3 G3 CA S T A L U M I N U M SP A N D R E L , P A I N T T O MA T C H W I N D O W F R A M E 1. CONTRACTOR SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE 2006 IBC CONCERNING OPENINGS.2. SIZE OF ROUGH OPENING TO BE CONFIRMED PER WINDOW MANUFACTURER. VERIFY ALL DIMENSIONS IN FIELD. (TYP)3. SAFETY GLAZING MUST COMPLY WITH LABELING AS PER IBC 2006 2406.2.4. THICKNESS OF GLAZING WITHIN DOORS IS NOTED IN GLAZING SCHEDULE. COORD WITH DOOR MANUFACTURER.5. GLAZING TYPE AS NOTED ON WINDOW TYPE ELEVATIONS, SEE SPECIFICATIONS FOR GLAZING TYPE SCHEDULE.6. TEMPERED GLAZING WHERE REQUIRED PER CODE. (TYP)7. GENERAL CONTRACTOR TO COORDINATE ALL TRADES INVOLVED.8. INSTALLATION PROCEDURES SHALL FOLLOW WRITTEN RECOMMENDATIONS FROM WINDOW MANUFACTURER - SHOWN DETAILS ARE FOR REFERENCE ONLY. CONTRACTOR TO CORDINATE RECOMMENDED INSTALLATION PROCEDURE AND SUBMIT FOR ARCHITECTS REVIEW PRIOR TO ANY FIELD INSTALLATION.9. REFER TO SHEET AE622-624 FOR TYPICAL ART GLASS TYPES AND COLORS.GENERAL NOTES EXTERIOR IGU WINDOW, SEE GLASS SCHEDULE EXTERIOR IGU DOOR LITE, SEE GLASS SCHEDULE INTERIOR GLAZED UNIT, SEE GLASS SCHEDULE INTERIOR DOOR LITE (SINGLE PANE), SEE GLASS SCHEDULE DECORATIVE CAST ALUMINUM PANEL 1/4" TEMPERED GLASS, CLEAR ALUMINUM WINDOW FRAME, SEE DETAILS WOOD MILLWORK WINDOW FRAME, SEE DETAILSG1234GLAZING LEGEND 5G3G2G8 G1 2"6'-3"2"5'-6"2"6'-3"2" A5 AE 5 3 4 18' - 7 1/4" = CLEAR OPENING IN STONE, MEASURED IN PLANE W/ BATTER 18'-8" 2" 8" 2" 1' - 0 " R. O . S E E D T L S F. O . S T O N E A T J A M B VI S I B L E F . O . W D W F R A M E CO N C E A L E D E D G E OF W D W F R A M E ST R U C T U R A L R . O . 1/ 2 " 4 B. O . S I L L EL : 1 6 2 ' - 9 3 / 4 " LI P O F S T O N E S I L L LI N E O F S I L L R . O . - S E E D E T A I L MA T C H L I N E G1 T. O . W I N D O W EL : 1 8 1 ' - 5 3 / 4 " AE 6 2 3 S D5 AE 5 3 4 MA T C H L I N E 2" 8" 2" 1' - 0 " R. O . S E E D T L S SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/10/2012 12:58:17 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt WINDOW TYPES & ART GLASS -EXTERIOR AE612Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012JM / RK / CNDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 1 / 2 " = 1 ' - 0 " G WI N D O W T Y P E G SC A L E : 1 1 / 2 " = 1 ' - 0 " H WI N D O W T Y P E H AR T G L A S S G AR T G L A S S H NO T E : S E E A E 6 2 2 - 6 2 4 F O R GL A S S T Y P E S & C O L O R S SC A L E : 1 1 / 2 " = 1 ' - 0 " S WI N D O W T Y P E S ( S P I R E ) AR T G L A S S S ( S P I R E ) NO T E : RE F E R E N C E F L O O R P L A N F O R I N T E R I O R L O C A T I O N S O F WI N D O W T Y P E H NO T E : S E E A E 6 2 2 - 6 2 4 F O R GL A S S T Y P E S & C O L O R S NO T E : S E E A E 6 2 2 - 6 2 4 F O R GL A S S T Y P E S & C O L O R S NO T E : WI N D O W T Y P E S H E I G H T I S P R OV I D E D A S A M E A S U R E M E N T O F OV E R A L L V E R T I C A L D I S T A N C E . A C T U A L H E I G H T W I L L B E S L I G H T L Y LO N G E R D U E T O T H E W I N D O W S ' B A C K - S L A N T E D P O S I T I O N W I T H I N T H E BA T T E R E D W A L L O F T H E S P I R E . SE E W I N D O W D E T A I L S F O R A N G L E O F WA L L B A T T E R . 3SEPT 10, 2012ADDENDUM 33 3 3 3 3 1. CONTRACTOR SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE 2006 IBC CONCERNING OPENINGS.2. SIZE OF ROUGH OPENING TO BE CONFIRMED PER WINDOW MANUFACTURER. VERIFY ALL DIMENSIONS IN FIELD. (TYP)3. SAFETY GLAZING MUST COMPLY WITH LABELING AS PER IBC 2006 2406.2.4. THICKNESS OF GLAZING WITHIN DOORS IS NOTED IN GLAZING SCHEDULE. COORD WITH DOOR MANUFACTURER.5. GLAZING TYPE AS NOTED ON WINDOW TYPE ELEVATIONS, SEE SPECIFICATIONS FOR GLAZING TYPE SCHEDULE.6. TEMPERED GLAZING WHERE REQUIRED PER CODE. (TYP)7. GENERAL CONTRACTOR TO COORDINATE ALL TRADES INVOLVED.8. INSTALLATION PROCEDURES SHALL FOLLOW WRITTEN RECOMMENDATIONS FROM WINDOW MANUFACTURER - SHOWN DETAILS ARE FOR REFERENCE ONLY. CONTRACTOR TO CORDINATE RECOMMENDED INSTALLATION PROCEDURE AND SUBMIT FOR ARCHITECTS REVIEW PRIOR TO ANY FIELD INSTALLATION.9. REFER TO SHEET AE622-624 FOR TYPICAL ART GLASS TYPES AND COLORS.GENERAL NOTES EXTERIOR IGU WINDOW, SEE GLASS SCHEDULE EXTERIOR IGU DOOR LITE, SEE GLASS SCHEDULE INTERIOR GLAZED UNIT, SEE GLASS SCHEDULE INTERIOR GLAZED UNIT, SEE GLASS SCHEDULE INTERIOR DOOR LITE W/ ETCHED PATTERN, SEE GLASS SCHEDULE DECORATIVE CAST ALUMINUM PANEL 1/4" TEMPERED GLASS, CLEAR ALUMINUM WINDOW FRAME, SEE DETAILS WOOD MILLWORK WINDOW FRAME, SEE DETAILSG1234GLAZING LEGEND 5G3G2G8G4 7' - 9" R.O. - COORD WITH MILLWORK DETAILS 2' - 2 5 / 8 " 2" 2' - 2 5 / 8 " 2" 2' - 2 5 / 8 " R. O . C O O R D W I T H MI L L W O R K D E T A I L S 6' - 1 1 3 / 4 " 5 G3 G3 G3 1'-11" R.O. COORD WITH MILLWORK DETAILS R. O . C O O R D W I T H M I L L W O R K D E T A I L S 6' - 1 1 / 2 " AE 6 2 3 N SI M 5 G3 1'-11" 3'-5 1/2"R.O. COORD WITH MILLWORK DETAILS R.O. COORD WITH MILLWORK DETAILS AE623NSIM 5 G3 AE 6 2 3 N 7' - 0 " R. O . C O O R D W I T H MI L L W O R K D E T A I L S 1'-11" R.O. COORD WITH MILLWORK DETAILS 5 G3 SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/17/2012 7:07:35 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt WINDOW TYPES & ART GLASS -INTERIOR AE620Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012JM / RK / CNDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 1 / 2 " = 1 ' - 0 " Q AR T G L A S S Q 4SEPT 17, 2012ADDENDUM 4 SC A L E : 1 1 / 2 " = 1 ' - 0 " N1 AR T G L A S S N 1 ( V E I L P A V I L L I O N E & W T R A N S O M ) SC A L E : 1 1/2" = 1'-0" N3 AR T G L A S S N 3 ( V E I L C O R R IDOR SCREEN SIDE PNLS) SC A L E : 1 1 / 2 " = 1 ' - 0 " N2 AR T G L A S S N 2 ( V E I L P A V I L L I O N N & S T R A N S O M ) NO T E : S E E A E 6 2 2 - 6 2 4 F O R GL A S S T Y P E S & C O L O R S NO T E : S E E A E 6 2 2 - 6 2 4 F O R GL A S S T Y P E S & C O L O R S NO T E : S E E A E 6 2 2 - 6 2 4 F O R GL A S S T Y P E S & C O L O R S NOTE: SEE AE622-624 FOR GLASS TYPES & COLORS 4 4 4 4 4 4 4 1. CONTRACTOR SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE 2006 IBC CONCERNING OPENINGS.2. SIZE OF ROUGH OPENING TO BE CONFIRMED PER WINDOW MANUFACTURER. VERIFY ALL DIMENSIONS IN FIELD. (TYP)3. SAFETY GLAZING MUST COMPLY WITH LABELING AS PER IBC 2006 2406.2.4. THICKNESS OF GLAZING WITHIN DOORS IS NOTED IN GLAZING SCHEDULE. COORD WITH DOOR MANUFACTURER.5. GLAZING TYPE AS NOTED ON WINDOW TYPE ELEVATIONS, SEE SPECIFICATIONS FOR GLAZING TYPE SCHEDULE.6. TEMPERED GLAZING WHERE REQUIRED PER CODE. (TYP)7. GENERAL CONTRACTOR TO COORDINATE ALL TRADES INVOLVED.8. INSTALLATION PROCEDURES SHALL FOLLOW WRITTEN RECOMMENDATIONS FROM WINDOW MANUFACTURER - SHOWN DETAILS ARE FOR REFERENCE ONLY. CONTRACTOR TO CORDINATE RECOMMENDED INSTALLATION PROCEDURE AND SUBMIT FOR ARCHITECTS REVIEW PRIOR TO ANY FIELD INSTALLATION.9. REFER TO SHEET AE622-624 FOR TYPICAL ART GLASS TYPES AND COLORS.GENERAL NOTES EXTERIOR IGU WINDOW, SEE GLASS SCHEDULE EXTERIOR IGU DOOR LITE, SEE GLASS SCHEDULE INTERIOR GLAZED UNIT, SEE GLASS SCHEDULE INTERIOR GLAZED UNIT, SEE GLASS SCHEDULE INTERIOR DOOR LITE W/ ETCHED PATTERN, SEE GLASS SCHEDULE DECORATIVE CAST ALUMINUM PANEL 1/4" TEMPERED GLASS, CLEAR ALUMINUM WINDOW FRAME, SEE DETAILS WOOD MILLWORK WINDOW FRAME, SEE DETAILSG1234GLAZING LEGEND 5G3G2G8G4 2'-10 1/4" 2' - 1 0 1 / 4 " 2' - 1 0 1 / 4 " 7'-9 3/4" 5' - 9 " 2'-10 1/4" 5' - 9 " 2'-10 1/4" AE 6 2 3 P 1' - 5 1 / 8 " EQ EQ 1' - 5 1 / 8 " 1' - 5 1 / 8 " EQ 2'-9" AR T G L A S S D O O R L I T E O F S I M I L A R D E S I G N , SE E D O O R S C H E D U L E AR T G L A S S D O O R L I T E O F S I M I L A R D E S I G N , SE E D O O R S C H E D U L E EQ TY P R. O . C O O R D W I T H M I L L W O R K D T L S G4 5 5 5 R.O. COORD WITH MILLWORK DETAILS, TYP G4 G4 G4 3'-6 3/4" 6'-11" AE623GSIM5 R.O. COORD WITH MILLWORK DETAILS R.O. COORD WITH MILLWORK DETAILS G3 SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/17/2012 7:08:12 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt WINDOW TYPES & ART GLASS -INTERIOR AE621Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012JM / RK / CNDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 20124SEPT 17, 2012ADDENDUM 4 SC A L E : 1 1 / 2 " = 1 ' - 0 " P AR T G L A S S P NO T E : D I M E N S I O N S R E P R E S E N T V I S I B L E E X T E N T O F G L A S S . CO O R D I N A T E A C T U A L A R T G L A S S P A N E L S I Z E W I T H M I L L W O R K DE T A I L S SCALE: 1 1/2" = 1'-0" R ART GLASS RNOTE: DIMENSIONS REPRESENT VISIBLE EXTENT OF GLASS.COORDINATE ACTUAL ART GLASS PANEL SIZE WITH MILLWORK DETAILS 4 4 4 4 44 51103469 1 10 1 12 3 6 1 2 5 9 12 32 9 13 101523 52 4 6 6 1 1 36 6 328 6 7 7 7 1 11 1 5 6 13 5 1 136 7 2 283 77 7 7 8 8 5 6 5 1 3 2 5 2626 8 12 7 7 1 2 6 3 8 1 3 5 7 7 7 7 13 8 5 8 7 11131355513213 1512 EN T W I N E D R I B B O N T O GR A D I E N T F R O M D A R K T O L I G H T AS I T A S C E N D S 6 1 6 8 13 5 1 EN T W I N E D R I B B O N T O GR A D I E N T F R O M D A R K T O L I G H T AS I T A S C E N D S 3 7 7 7 8 8 7 77 1 BA C K G R O U N D ( T Y P E 5 ) T O G R A D I E N T FR O M D A R K T O L I G H T A S I T A S C E N D S 16 3 1 2 5 1 4 9 12 9 10 12 2 5 5 5552 6 10 9 4 101 1 13 13 26 2 SPECTRUM 317.02 SPECTRUM 317.2 OLIVE GREEN ENGLISH MUFFLE AMBER RED KOKOMO 104 SPECTRUM STEEL BLUE 838.74 SPECTRUM WHITE 307 MILKY GRANITE BLACK KOKOMO 1/4" GNA WITH 45 DEGREE BEVEL SANDBLASTED CENTER KOKOMO AMBER MILKY GRANITE BLACK KOKOMO WITH OFF-WHITE PAINT DARK BLUE GLOBS MOSS GREEN ENGLISH MUFFLE CLEAR ROUND FACETED JEWEL 1/4" GNA WITH 45 DEGREE BEVEL CLEAR CENTER CLEAR GLASS (LOW IRON)1 2 3 4 5ART GLASS LEGEND 7 8 9 106 11 12 13 14 152778587777885651166SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 4:41:37 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt ART GLASS DESIGNATIONS AE622Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012JM / BH / CNDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 3 " = 1 ' - 0 " A AR T G L A S S A ( P A R T I A L ) SC A L E : 3 " = 1 ' - 0 " B AR T G L A S S B ( P A R T I A L ) SC A L E : 3 " = 1 ' - 0 " H AR T G L A S S H ( P A R T I A L ) SC A L E : 3 " = 1 ' - 0 " HT AR T G L A S S H T R A N S O M MOCK-UP PANEL SCALE: 3" = 1'-0"FART GLASS F (PARTIAL) SPECTRUM 317.02 SPECTRUM 317.2 OLIVE GREEN ENGLISH MUFFLE AMBER RED KOKOMO 104 SPECTRUM STEEL BLUE 838.74 SPECTRUM WHITE 307 MILKY GRANITE BLACK KOKOMO 1/4" GNA WITH 45 DEGREE BEVEL SANDBLASTED CENTER KOKOMO AMBER MILKY GRANITE BLACK KOKOMO WITH OFF-WHITE PAINT DARK BLUE GLOBS MOSS GREEN ENGLISH MUFFLE CLEAR ROUND FACETED JEWEL 1/4" GNA WITH 45 DEGREE BEVEL CLEAR CENTER CLEAR GLASS (LOW IRON)1 2 3 4 5ART GLASS LEGEND 7 8 9 106 11 12 13 14 15 7 7 7 7 77 7 1 1 6 6 13 5 871 7 8 1 6 6 1 88 8 6 1 6 1 5 13 5 5 8 7 8 8 8 7 7 5 6 6 6 6 6 6 6 7 7 7 7 7 7 8 7 7 6 6 6 6 6 6 6 7 7 7 7 1 1 5 2 5 2 1 6 6 6 6 7 1 13 8 551 ET C H E D B A N D I N G , T Y P ET C H I N G T O C R E A T E A P P E A R A N C E OF W E A V I N G , T Y P A T A L L C R O S S I N G S ET C H E D M E D A L L I O N 5/ 1 6 " T Y P 5/8" 1" 1"5/ 8 " 3" 3" VI S I B L E E D G E O F GL A S S 13 5 7 15 8 1414 14 14 14 14 7 1 1 1 1 8 8 14 14 14 1415 17813 5 1 10 13 5 6 86 7 7 7 10 5 13 5 8 7 77 7 6 SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/27/2012 10:58:28 AM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt ART GLASS DESIGNATIONS AE623Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 20121AUG 27, 2012ADDENDUM 1 SC A L E : 3 " = 1 ' - 0 " N AR T G L A S S N ( P A R T I A L ) SC A L E : 3 " = 1 ' - 0 " S AR T G L A S S S ( P A R T I A L ) SC A L E : 3 " = 1 ' - 0 " D AR T G L A S S D ( P A R T I A L ) SC A L E : 3 " = 1 ' - 0 " P AR T G L A S S P ( P A R T I A L ) SC A L E : 3 " = 1 ' - 0 " G AR T G L A S S G ( P A R T I A L ) SC A L E : 3 " = 1 ' - 0 " EX AR T G L A S S E X T E R I O R D O O R L I T E SC A L E : 3 " = 1 ' - 0 " LU LO B B Y 1 5 0 D O O R L I T E ( U P P E R ) SC A L E : 3 " = 1 ' - 0 " LT LO B B Y 1 5 0 D O O R L I T E ( T Y P ) 1 1 SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 4:41:48 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt ART GLASS CONCEPT RENDERINGS AE624Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012RK / CNCN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 AR T G L A S S T Y P E A A R T G L A S S T Y P E B A R T G L A S S TY P E F A R T G L A S S T Y P E C A R T G L A S S T Y P E H AR T G L A S S T Y P E A AR T G L A S S T Y P E Q ART GLASS CONEPTUAL COLOR RENDERINGS PROVIDED FOR REFERENCE ONLY. CONSULT PATTERN DRAWINGS BY WINDOW TYPE AND REFER TO AE624 AND AE625 FOR SPECIFIC GLASS DESIGNATIONSNOTE: AR T G L A S S C O N C E P T P A N E L , SE E S P E C ART GLASS TYPE E (BOTTOM PANEL ONLY) TX 2 - M E T A L W O R K 1 3 / 8 " 1' - 3 3 / 8 " 1 3 / 8 " 4 1/2"4"2'-5 7/8"4"8"4 1/8" ET H C E D G L A S S ET C H I N G P A T T E R N TX 1 - E T C H I N G P A T T E R N ST R A I G H T V I E W ME T A L T R I M R I N G 2 1 / 4 " 1' - 2 1 / 4 " 2 1 / 4 " 3 7/8"2 1/4"4 3/8"2'-11 1/4"4 3/8"8 3/4"4 5/8" TX 3 - M E T A L / C A R V I N G P A T T E R N CR Y S T A L C A R V I N G ME T A L S T R A P TX 3 - M E T A L / C A R V I N G P A T T E R N GL A S S C A R V I N G ME T A L S T R A P S 2"1'-5"2"6"5 7/8"1 1/2"3"1 1/2"2'-10 3/8"1 3/8"7 1/2"CARVED CRYSTAL BAND BEHIND METAL CA R V E D G L A S S BE H I N D M E T A L FR O S T E D G L A S S CA R V E D C R Y S T A L S H A D E CA R V E D P A T T E R N O N B O T T O M O F CR Y S T A L S H A D E - T U L I P T R E E F L O W E R (L I R I O D E N D R O N T U L I P I F E R A ) TX 1 TX 2 T X 3 TX4 2 5/8"3 1/4"1'-2"1 5/8"2 3/8"1 5/8"2'-4 1/8"2 1/2"7 1/8"2"3 3/4" SWAROVSKI STRASS CRYSTAL WITH STERLING SILVER CONNECTORS 3/4"EQ9 3/4"EQ3/4" 6 1 / 8 " EQ 6 1 / 8 " EQ 6 1 / 8 " EQ 3/4"5 5/8"3/4" EQ EQ EQ 6 1 / 8 " 5/8"EQ9 1/8"EQ5/8" 5 3 / 4 " 10 3 / 8 " 5 3 / 4 " 10 3 / 8 " 5 3 / 4 " 10 3 / 8 " 5/8"EQ8 1/4"EQ5/8" 5 1 / 4 " EQ 5 1 / 4 " EQ 5 1 / 4 " EQ TX4 - ELEVATION TX 3 - E L E V A T I O N TX 2 - E L E V A T I O N TX 1 - E L E V A T I O N 10 " 10" 10 " 10" 10" 1'-0 1/2" 1'-6 1/2" 1'-7 3/4" 1'-6" ET C H E D G L A S S ME T A L S T R A P S DI F F U S E R A B O V E 1'-6" 1'-7 3/4" 1'-3 3/4" SWAROVSKI STRASS CRYSTAL WITH STERLING SILVER CONNECTORS 4'-6 1/2" 1' - 6 " 5'-3 1/2" 1' - 7 3 / 4 " 1' - 3 3 / 4 " 1' - 6 1 / 2 " 5'-9" 5'-1"2 1/4"1'-9"12' 4.5" TO FINISH FLOOR 11 ' 3 1 / 2 " T O F I N I S H F L O O R 13 ' 6 " T O F I N I S H F L O O R BEADED RING BE A D E D R I N G TX 1 - D I F F U S E R TX 2 - D I F F U S E R TX 3 - D I F F U S E R TX 1 - C A N O P Y TX 2 - C A N O P Y TX 3 - C A N O P Y TX4 - CANOPY1'-9" TX 1 - P L A N TX 3 - P L A N TX 4 - P L A N TX5 - PLAN WEDDING CAKE FILL BR O N Z E BR O N Z E BR O N Z E BR O N Z E BR O N Z E CA S T B R O N Z E BR O N Z E BR O N Z E BR O N Z E 24 KT GOLD PLATED 24 KT GOLD PLATED SCALE: 1" = 1' ET H C E D G L A S S ET C H I N G P A T T E R N TX 0 5/8"EQ7 3/8"EQ1/2" 4 5 / 8 " EQ 4 5 / 8 " EQ 4 5 / 8 " EQ 7 1/4" 1'-1"1'-1" TX 0 - D I F F U S E R TX 1 - C A N O P Y TX 0 - P L A N BR O N Z E BR O N Z E BR O N Z E TX 0 - E T C H I N G P A T T E R N 2'-2 5/8"3"5 3/4" 2 7/8" 1'-9 5/8" 2 7/8"3 1/4" 1" 11 " 1" 3'-3" CAST BRONZE CARVED GLASS24 KT GOLD PLATEDCARVEDCRYSTAL TU L I P T R E E F L O W E R (L I R I O D E N D R O N T U L I P I F E R A ) TU L I P T R E E F L O W E R (L I R I O D E N D R O N T U L I P I F E R A ) TU L I P T R E E F L O W E R (L I R I O D E N D R O N T U L I P I F E R A ) 1" 1/ 2 " 1/2" 1" 1" SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 4:41:53 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt DECORATIVE LIGHT FIXTURES AE630Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 TX 6 - E L E V A T I O N 1'-1 1/2"1 3/4"4 5/8"1 3/4"2'-1 3/8"1'-3" 5 1 / 2 " 3 3 / 4 " 3 1 / 4 " 1' - 3 1 / 2 " 3 1 / 4 " 3 3 / 4 " 5 1 / 2 " ST Y L I Z E D T U L I P T R E E (L I R I O D E N D R O N T U L I P I F E R A ) SE E D C O N E CA R V E D / E T C H E D C R Y S T A L GE O M E T R I C P A T T E R N W I T H TU L I P T R E E F L O W E R (L I R I O D E N D R O N T U L I P I F E R A ) 9 1/4"7/8"2'-7 7/8"1 3/8"3 1/4" 1 3/4" 7 5/8"5" 1'-1 1/2"1 5/8"4 1/8"1 5/8"1'-10 3/4" 5 1/2"3'-8"10 5/8"4"2'-5"2 3/4"8 1/8" 2' - 1 " TX 6 T X 8 WX1 WX2 WX3 11 1/8" 5/8" 1 3/8" 5/8" 3. 0 ° 5 1 / 4 " 1' - 2 3 / 8 " 5 1 / 4 " 5 1/4"1'-2 3/8"5 1/4"BR O N Z E FR O S T E D G L A S S 24 KT GOLD PLATED 24 KT GOLD PLATED 24 KT GOLD PLATED6 3/4"1'-1 1/2"1'-1 1/2"6 3/4"1'-3"7 1/2" 5 1/2" 2 3/4" 11 " 3'-4 1/2" 11" 1 3/4"9 1/2"1 3/4" 1 3 / 4 " 9 1 / 2 " 1 3 / 4 " 1 1/8" 5 1/4"1'-2 1/2"5 1/4" 5 1 / 4 " 1' - 2 1 / 2 " 5 1 / 4 " 5'-1" 3' - 4 1 / 2 " 1'-1 3/4" SW A R O V S K I S T R A S S C R Y S T A L WI T H S T E R L I N G S I L V E R CO N N E C T O R S SW A R O V S K I S T R A S S C R Y S T A L WI T H S T E R L I N G S I L V E R CO N N E C T O R S SWAROVSKI STRASS CRYSTAL WITH STERLING SILVER CONNECTORS SWAROVSKI STRASS CRYSTAL WITH STERLING SILVER CONNECTORS SWAROVSKI STRASS CRYSTAL WITH STERLING SILVER CONNECTORSCARVED CRYSTAL BAND BEHIND METALCARVED CRYSTAL BAND BEHIND METALCARVED CRYSTAL BAND BEHIND METAL 1' - 1 " 1'-1" 2' - 1 " 2'-1" 1 1/4" 8'-8" 2' - 1 " 2'-1" BR O N Z E BR O N Z E BE A D E D R I N G TX 8 - D I F F U S E R TX 6 - C A N O P Y SCALE: 1" = 1' 24 K T G O L D P L A T E D 24 K T G O L D P L A T E D TX 6 - P L A N TX 8 - C A N O P Y TX 8 - P L A N TX 8 - E L E V A T I O N WS1 - ELEVATION WS2 - ELEVATION WS3 - ELEVATIONWS3 - PLANWS2 - PLANWS1 - PLAN TX 7 ST Y L I Z E D T U L I P T R E E (L I R I O D E N D R O N T U L I P I F E R A ) SE E D C O N E CA R V E D / E T C H E D C R Y S T A L GE O M E T R I C P A T T E R N W I T H TU L I P T R E E F L O W E R (L I R I O D E N D R O N T U L I P I F E R A ) 8" 6" 4 3 / 4 " 1' - 1 1 " 4 3 / 4 " 6" 8" 11"1 1/2"4'-1 1/2"2 1/4"5 3/8" 2 7/8" 1'-3 1/2"9 1/2" TX 5 1'-3"4 1/8" SW A R O V S K I S T R A S S C R Y S T A L WI T H S T E R L I N G S I L V E R CO N N E C T O R S TX 5 - E L E V A T I O N 1'-6 1/2" 1' - 4 1 / 4 " 4" 5'-0 5/8" SW A R O V S K I S T R A S S C R Y S T A L WI T H S T E R L I N G S I L V E R CO N N E C T O R S 2 1/4" 5' - 0 1 / 2 " 8'-1 1/2" BE A D E D R I N G TX 5 - C A N O P Y TX 5 - P L A N WE D D I N G C A K E F I L L 24 K T G O L D P L A T E D 24 K T G O L D P L A T E D 10 ' 9 " T O F I N I S H F L O O R 7' 9 " T O F I N I S H F L O O R 2'-0 7/8"4 7/8"7 1/4" 1 3/4" 3 1/4"1 3/4"1'-8"7/8"7 3/4" 2 1 / 2 " 1' - 0 " 2 1 / 2 " ST Y L I Z E D T U L I P T R E E (L I R I O D E N D R O N T U L I P I F E R A ) SE E D C O N E CA R V E D / E T C H E D C R Y S T A L GE O M E T R I C P A T T E R N W I T H TU L I P T R E E F L O W E R (L I R I O D E N D R O N T U L I P I F E R A ) 24 K T G O L D P L A T E D 24 K T G O L D P L A T E D SW A R O V S K I S T R A S S C R Y S T A L WI T H S T E R L I N G S I L V E R CO N N E C T O R S SW A R O V S K I S T R A S S C R Y S T A L WI T H S T E R L I N G S I L V E R CO N N E C T O R S 5 1/2" 11" BE A D E D R I N G TX 7 - C A N O P Y TX 7 - E L E V A T I O N TX 7 - P L A N 8 1/4" 24 KT GOLD PLATEDCARVEDCRYSTAL1 5/8"4 1/8"1 5/8"1'-10 3/4"2'-6"2'-6"24 KT GOLD PLATEDCARVEDCRYSTAL24 KT GOLD PLATEDCARVEDCRYSTAL SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 4:41:58 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt DECORATIVE LIGHT FIXTURES AE631Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 4"3/4"1'-6"2 3/4"6"DOOR EDGE3 55/64"CONCEALED LOCKSET PO L I S H E D C A S T B R O N Z E CA S T B R O N Z E , HA M M E R E D F I N I S H CA S T B R O N Z E , CR O S S H A T C H P A T T E R N 1/4"CAST BRONZE TU L I P T R E E F L O W E R (L I R I O D E N D R O N T U L I P I F E R A ) DO O R E S C H U T C H E O N DO O R E S C H U T C H E O N LE V E R DO O R E S C H U T C H E O N KE Y H O L E LE V E R 2 3/8"2 3/8"2 3/8". 1'-113/8"2 3/8"2 3/8"2 3/8" 1/ 2 " 2 5/8" PO L I S H E D C A S T B R O N Z E DO O R P U L L A T T A C H M E N T 2 3/8"2 3/8"2 3/8". 2'-2 3/8"2 3/8"2 3/8"2 3/8" PO L I S H E D C A S T B R O N Z E 3 1 / 8 " DO O R P U L L A T T A C H M E N T 3/ 8 " 7/ 8 " 1/ 8 " 3 3 / 8 " 1 1 / 8 " 3/4" 1" 7/8" 7/ 8 " 7/8"3/8" 1/4" PO L I S H E D C A S T B R O N Z E 2" CL DO O R E S C H U T C H E O N DO O R P U L L 1 1 / 4 " 1 1/4"1/2" 1/4" 11 3/4" 1 3/8"1 1/4"6 1/2"1 1/4"1 3/8" 1 1 / 2 " 1" 5/8" DO O R E S C H U T C H E O N KE Y H O L E OF F S E T D O O R P U L L 1/4"1/8"1/8" 2 1/8"1/8" 3/8" 3/ 8 " 3/ 4 " 1/4" 1" 2" 3/4"1 1/8"1 1/4" 1/4" 1/8" 3/8"1/8" 1 1 / 2 " 1" 5/8" 11 3/4" 1 3/8"1 1/4"6 1/2"1 1/4"1 3/8" 1 1 / 4 " 1 1/4" 1/2" 1/4" 2" SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 4:42:07 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt DOOR HARDWARE AE640Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012SCALE: 6" = 1'-0"D5DOOR ESCHUTCHEON SC A L E : 6" = 1'-0" A4 EN T R Y 2 D O O R P U L L SC A L E : 6 " = 1 ' - 0 " A3 EN T R Y 1 D O O R P U L L SC A L E : 6 " = 1 ' - 0 " C1 LE V E R SC A L E : 6 " = 1 ' - 0 " A1 PU L L SC A L E : 6 " = 1 ' - 0 " D1 DO O R H A R D W A R E S E T S SC A L E : 6 " = 1 ' - 0 " C2 EN T R Y D O O R P U L L A T T A C H M E N T SC A L E : 6 " = 1 ' - 0 " A2 OF F S E T P U L L MO D I F I E D D O O R ES C H U T C H E O N KE Y H O L E LE V E R 2 1/4"2 1/4" MO D I F I E D D O O R ES C H U T C H E O N MO D I F I E D D O O R ES C H U T C H E O N LE V E R MO D I F I E D D O O R ES C H U T C H E O N 1'-3" 4" 4" 1'-3" KN O B KNOB FRONT ELEVATION KNOB SIDE ELEVATIONCAST BRONZE TULIB TREE BLOSSOM (LIRIODENDRON TULIPIFERA)CAST BRONZE TULIB TREE BLOSSOM (LIRIODENDRON TULIPIFERA) LA T C H S I D E S W I N G S I D E 4" 4" COORDINATE SET SCREW WITH CYLINDRICAL LATCHSET SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 4:42:10 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt DOOR HARDWARE AE641Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 6 " = 1 ' - 0 " D3 DU T C H D O O R H A R D W A R E SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/17/2012 7:42:46 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt INTERIOR PERSPECTIVES AE650Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 LO B B Y 1 5 0 S E SC A L E : 3 PA S S T H R U 1 5 3 S - S E SC A L E : 4 VE S T I B U L E 1 5 4 A N SC A L E : 2 PA S S T H R U 1 5 3 N E SC A L E : 5 IN S T R U C T I O N B 1 5 4 S W SC A L E : 6 IN S T R U C T I O N A 1 5 9 N W SC A L E : 7 CH A P E L 1 5 7 N W SC A L E : 8 IN S T R U C T I O N 1 1 4 9 N W SC A L E : 9 IN S T R U C T I O N 2 1 4 8 S E SC A L E : 10 YO U T H 1 4 6 N W SC A L E : 11 IN S T R U C T I O N - M E N 1 3 7 W NOTE:INTERIOR PERSPECTIVE VIEWS ARE PROVIDED FOR GENERAL REFERENCE ONLY. REFER TO DRAWINGS FOR DOCUMENTATION OF DETAILS,DIMENSIONS, DECORATIVE ELEMENTS AND COORDINATION WITH OTHER DISCIPLINES. DEPICTIONS OF INTERIOR SPACES MAY CONFLICT WITH OTHER ITEMS WITHIN THE CONTRACT DOCUMENTS AND SHOULD NOT BE UTILIZED TO MAKE FINAL CONSTRUCTION DECISIONS REGARDING DESIGN INTENT; REFER ALL QUESTIONS TO ARCHITECT FOR CLARIFICATION. SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/17/2012 5:13:36 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt INTERIOR PERSPECTIVES AE651Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 12 WO R K E R S T U D Y 1 4 4 N E NOTE:INTERIOR PERSPECTIVE VIEWS ARE PROVIDED FOR GENERAL REFERENCE ONLY. REFER TO DRAWINGS FOR DOCUMENTATION OF DETAILS,DIMENSIONS, DECORATIVE ELEMENTS AND COORDINATION WITH OTHER DISCIPLINES. DEPICTIONS OF INTERIOR SPACES MAY CONFLICT WITH OTHER ITEMS WITHIN THE CONTRACT DOCUMENTS AND SHOULD NOT BE UTILIZED TO MAKE FINAL CONSTRUCTION DECISIONS REGARDING DESIGN INTENT; REFER ALL QUESTIONS TO ARCHITECT FOR CLARIFICATION. SC A L E : 11 HA L L 1 4 2 B N - N W SC A L E : 10 HA L L 1 4 2 A S - S W SC A L E : 9 HA L L 1 5 0 A E - S E SC A L E : 8 HA L L 1 5 1 N E SC A L E : 7 HA L L 1 5 1 S W SC A L E : 5 HA L L 1 4 0 W SC A L E : 6 HALL 140 W-SW SC A L E : 4 WA I T I N G 1 0 7 N - N E SC A L E : 3 EN T R Y 1 0 1 N SC A L E : 2 EN T R Y 1 0 1 E - N E SCALE:1WAITING 102 E-NE SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/17/2012 5:14:51 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt INTERIOR PERSPECTIVES AE652Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012NOTE:INTERIOR PERSPECTIVE VIEWS ARE PROVIDED FOR GENERAL REFERENCE ONLY. REFER TO DRAWINGS FOR DOCUMENTATION OF DETAILS,DIMENSIONS, DECORATIVE ELEMENTS AND COORDINATION WITH OTHER DISCIPLINES. DEPICTIONS OF INTERIOR SPACES MAY CONFLICT WITH OTHER ITEMS WITHIN THE CONTRACT DOCUMENTS AND SHOULD NOT BE UTILIZED TO MAKE FINAL CONSTRUCTION DECISIONS REGARDING DESIGN INTENT; REFER ALL QUESTIONS TO ARCHITECT FOR CLARIFICATION.SCALE:1BRIDE / MATRON 115 SE SC A L E : 2 BR I D E / M A T R O N 1 1 5 N W SC A L E : 5 BA P T I S T R Y C H A P E L 1 7 2 S W SC A L E : 4 RE C E P T I O N 1 7 8 W - N W SC A L E : 3 EN T R Y 1 7 9 S W SC A L E : 6 CO N F I R M A T I O N 1 7 3 N - N W SC A L E : 7 BA P T I S T R Y 1 7 0 N W SC A L E : 8 LO W E R F O N T B 0 5 N W SC A L E : 9 VE S T I B U L E 1 7 0 A W - N W DN UP FEC FEC FEC FEC 4 32 1 3 21 4 3 21 4 4 32 1 SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/17/2012 5:21:24 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt LEVEL 1 FURNITURE PLAN AE700Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31, 2012RK / ASDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 8 " = 1 ' - 0 " LE V E L 1 F U R N I T U R E P L A N 04 ' - 0 " 8' - 0 " 16 ' - 0 " N FO R R E F E R E N C E O N L Y 4SEPT 17, 2012ADDENDUM 444 4 4 SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: MHTN PROJECT NO. SEAL :YB DEKCEHC:YB NWARD SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LASTREVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 11 6 t h St r e e t & Sp r i n g Mi l l Ro a d Ca r m e l , I n d i a n a 4 6 0 3 2 SIGNAGE AE701 In d i a n a p o l i s I n d i a n a T e m p l e THE CH U R C H O F JE S U S CH R IST OF L A TT ER - D A Y S A INTS rekcehC 2011507 Crystene Briggs 1 July 31, 2012 100% Construction Drawings 100% CONSTRUCTION DOCUMENTS JULY 31, 2012DESIGN INTENTNOT FOR PRODUCTION DNUP ENTRY179 BAPTISTRYCHAPEL 172 BAPTISTRY 170 CORRIDOR 176 CONFIRMATION 173 CLOTHING175 RESTROOM -MEN 132 RESTROOM -WOMEN 122 WORKROOM 106 CUSTODIAL 105 COUNSELOROFFICE 111 PRESIDENTOFFICE 110BRIDE /MATRON 115 BREAK 119 DRESSING -WOMEN 123 INSTRUCTION -WOMEN 127 DRESSING -MEN 133 INSTRUCTION -MEN 137 WORKERSTUDY 144 AUDIOVISUAL 141A YOUTH 146 HALL 140 INSTRUCTION B154 INSTRUCTION 1 149 INSTRUCTION A 159 CHAPEL 157 GIRLSDRESSING 161 BOYSDRESSING171 LAUNDRY174 WAITING102 VESTIBULE 180 LOBBY 150 COATS 178A WORKERDRESSING -WOMEN 124 WORKERDRESSING -MEN 134 FOYER 116 INSTRUCTION -WOMEN 126 CORRIDOR177 HALL103 HALL108 INSTRUCTION -MEN 136 RESTROOM -MEN 102B RESTROOM -WOMEN 102A STAIR S101 RESTROOM 171A RESTROOM 161A HALL 158 PASS THRU 153 RESTROOM 145 RESTROOM 146A RESTROOM118 WAITING 107 RESTROOM 110B VESTIBULE 100 VESTIBULE 147 BOOTH -WOMEN 121 BOOTH -MEN 131 CLOSET 149A VESTIBULE130 VESTIBULE 120 WARDROBE 114 WARDROBE 117 WARDROBE 110A HALL 104 RECEPTION178 HALL 174A COUNSELOROFFICE 112 HALL 127CHALL 137C HALL142 HALL 152 HALL 151 ENTRY101 HALL 135 HALL 125 COATS 101A INSTRUCTION 2148 VESTIBULE 155 VESTIBULE 154A VESTIBULE 170A INFANTWAITING 146B STORAGE 146C STORAGE 181 CORRIDOR 182 Q R R T 149 149A 146C148 14 6 A E1 4 7 14 1 A 150A 150B 15 7 A 15 0 C 153 154A 15 9 A 15 7 B 15 2 154 161B 171B 170A 170B 17 3 17 1 A 17 4 175 17 6 S101 10 3 177 17 9 102B E1 8 0 E100 105 10 7 116 11 1 110 11 2 114 11 0 B 132 146 14 6 B 145 10 6 16 1 A 102A C02 C0 2 C0 1 C0 1 C0 1 C0 1 C0 2 C0 1 C01 C01 C01C02 C0 1 C0 1 C01 C01 C01C01 C0 1 C0 1 C0 3 C0 3 C02 C1 2 C1 2 C1 2 C01 C01 C1 3 C1 3 122 C0 2 * C01 C08* C0 9 C0 9 C0 9 144 C0 7 C0 7 C0 6 C0 6 C0 6 C0 5 C0 5 C0 5 C0 5 C0 5 C0 5 C0 5 C0 5 C0 5 C0 5 C0 9 C16 C01 C15 C1 4 C14 C1 4 C14 C01 C04 C04 C04 C04 16 1 17 1 C0 2 14 2 181 E1 5 5 172 158 17 4 A E1 8 2 11 8 159B 1.26 1.35 1.28 3.1 3.2 1.27 1.111.14 1.25 1.34 1.33 1.32 1.31 1.22 1.24 1.23 1.181.20 1.19 1.21 1.17 1.15 1.12 1.29 1.30 1.3 1.2 1.1 1.10 1.4 1.5 1 .6 1.7 1.9 1.81.16 1.13 2.12.2 2.4 2.5 2.6 2.7 2.3 3/4" 19/32" 5" 6 3/16"1559 mm (61 3/8" ref) to nished oor Custom formed baseSubsurface graphic on matte nish plex face Formed attachment plate Set screw Sisters’DressingRoom 6" ref. FRONT VIEW 6 1/2" ref. 3 1/2" ref. 1/2" ref. .125" ref. 601/4" radius @ bottom only Face Plate Desk Stand Face Plate adhered to Desk Stand. Stand is 1/8" aluminum with powder coat primer. Back of stand to be nished and painted. No-mar and skid-resistant cushion (typ.). ELEVATION Scale 1'-0" = 1'-0" G-101GPARTIAL SECTIONAL VIEW Scale 1'-0" = 1'-0" G-101F ELEVATION Scale 1/2" = 1'-0" G-101DDESK STAND NO SCALE G-101B DESK STAND NO SCALE G-101C FLOOR PLAN Not to Scale G-101E SIGN ELEVATION Not to Scale G-101A Sign 1.25, 1.29 Sign 1.12 Sign 1.13, 1.16 Sign 1.27 Sign 1.15Sign 1.14, 1.31, 1.32 Sign 1.22, 1.23, 1.24 Sign 2.2, 2.5 Sign 2.3, 2.6, 2.7 Sign 3.1, 3.2 Sign 1.1 Sign 1.9 Sign 1.17 Sign 1.26 Sign 1.18 Sign 1.19 Sign 1.20 Sign 1.21 Sign 1.10 Sign 1.2 Sign 1.3 Sign 1.5 Sign 1.7 Sign 1.8Sign 1.4, 1.6 Sign 1.30Sign 1.28 Sign 1.35 Sign 1.11, 1.33, 1.34 Sign 2.1, 2.4 Sign 2.1 Interior Signs C B A General Notes: Artwork to be provided by the PUBLISHING SERVICES DEPARTMENT—DIGITAL MEDIA DIVISION of The Church of Jesus Christ of Latter-day Saints to: DESERET INDUSTRIES MANUFACTURING 1680 South Industrial Road Salt Lake City, UT 84104 DESERET INDUSTRIES MANUFACTURING to fabricate and deliver to: PUBLISHING SERVICES DEPARTMENT —DIGITAL MEDIA DIVISION The Church of Jesus Christ of Latter-day Saints 50 East North Temple Street Salt Lake City, UT 84150-0023 PUBLISHING SERVICES DEPARTMENT—DIGITAL MEDIA DIVISION to supply approved products to the SPECIAL PROJECTS DEPARTMENT for shipping and installation. 1448 mm (57" ref.) TYPICAL 3 1/2" All signs are to be mounted on latch side of doorway Brothers’Dressing Room CustodialCloset Sisters’ Dressing Room Baptistry Chapel Con rmationRoomClothing SisterOrdinanceWorkers Stairs BrotherOrdinanceWorkers REST ROOMMENWOMEN Of ce Of ces Counselor President Matron Brides’Room Matron Brides’Room BreakRoom Initiatory Study YouthWaitingArea EmergencyExit Door activatesalarm SealingRoom 1SealingRoom 2 OrdinanceWorkersOnly WaitingArea Please Turn Off Pagers, Cell Phones, andHandheld Electronic Devicesand leave in your locker Please Check Cameras at This Desk ME E T I N G H O U S E UTILITY TE M P L E UT I L I T Y BU I L D I N G 1. LEVEL 100'-0" CORRESPONDS TO 850.60 ON CIVIL DRAWINGS.2. REFER TO G001 FOR UTILITY BUILDING PROJECT DATA INCLUDING USE AND OCCUPANCY, ALLOWABLE SQUARE FOOTAGE, ETC.GENERAL NOTES ME C H A N I C A L 15 5 3 S Q . F T . / 30 0 G R O S S = 5 O C C . 2 OC C . LO C K E R S 69 S Q . F T . / 50 G R O S S = 1 O C C . ST O R A G E 43 6 S Q . F T . / 30 0 G R O S S = 1 O C C . ST O R A G E 52 S Q . F T . / 30 0 G R O S S = 0 O C C . EX T E R I O R S P A C E 80 S Q . F T . / 30 0 G R O S S = 0 O C C . EX T E R I O R S P A C E 80 S Q . F T . / 30 0 G R O S S = 0 O C C . RE C E S S E D F I R E EX T I N G U I S H E R C A B I N E T 5 OC C . 5 OC C . ST O R A G E 52 S Q . F T . / 30 0 G R O S S = 0 O C C . ST O R A G E 52 S Q . F T . / 30 0 G R O S S = 0 O C C . ST O R A G E 52 S Q . F T . / 30 0 G R O S S = 0 O C C . SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 2:09:41 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_Utility Building_LDS Church Indianapolis Temple_RandyK.rvt UTILITY BLDG SITE PLAN & LIFE SAFETY AE800INDIANAPOLIS INDIANA TEMPLE THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS JM / RKDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 Si t e P l a n 1 " = 4 0 ' AE R I A L V I E W T O W A R D S S O U T H E A S T ( F O R R E F E R E N C E O N L Y ) AE R I A L V I E W T O W A R D S N O R T H W E S T ( F O R R E F E R E N C E O N L Y ) N LE V E L 1 L I F E S A F E T Y P L A N 1JULY 31, 2012100% CONSTRUCTION DOCUMENTS F.E.C. F.E.C. C C D D E E F F G G 11 55 22 44 B B A A CHILLER YARD 100 DUMPSTER ENCLOSURE 104 MA I N T . 10 8 MAINT.107MAINT.106FM STO.105(OPEN TO ABOVE)UTILITY COURT 101A1AE830 B1 AE 8 3 0 B3 AE 8 3 0 AE820A1AE820B1 AE820B2 AE 8 2 0 C1 AE840A1B1A3 A2 AE840B2B3C2 C1 AE840 C3D3D2D1U00U09U03 U05U06U07U08U01EXT. ALCOVE 109 2A 2A 2A 4A 1 1 1 32A2A 2A 1 1 C1 AE 8 3 0 U04D1AE860AE860D2AE860D3TYP.3.83.8 33BATHROOM102AE810D3U02AE850C5 2 2331253TYP.3TYP. 3 TY P . 5 466665555777 C3 AE 8 3 0 D1 AE 8 3 0 233 AE 8 5 0 D5 29' - 4" 24' - 0"11' - 4"24' - 0"11' - 4"24' - 0" 12' - 0"12' - 0" 4' - 8 " 6' - 8"6' - 8"6' - 8"4' - 8" 1' - 9 1 / 2 " 5'-1 1/2"5' - 8"5' - 8"8' - 4"15' - 8"16 4 3' - 4 " 17 4 3/4"15' - 8"8' - 4" 11' - 10"4"11' - 10"11' - 10"4"11' - 10" 11' - 8"8' - 0"20 SITE SHOP 1036' - 0" 2' - 8 " 38' - 0" 94' - 8" 6' - 0 " 3' - 4 " 2 3' - 6"5"5"5"5" C C D D E E F F G G 11 55 22 44 B B A A OP E N TO A B O V E O. T . S . O. T . S . O. T . S . O. T . S . OP E N TO A B O V E 3. 8 3. 8 33 8' - 0 " EQ EQ EQ EQ EQ EQ EQ EQ EQEQ EQ EQ EQEQ 2' - 0" 5 51' - 3" 8' - 0 " B. O . L I N T E L O. T . S . EQ 6' - 0"EQ EQ 12 ' - 0 " EQ 21 21 2' - 0" EQ EQ EQEQ EQ EQ EQ EQ 21 21 21 21 21 21 21 21 21 C C D D E E F F G G 11 55 22 44 B B A A A1 AE 8 3 0 B1 AE 8 3 0 B3 AE 8 3 0 SL O P E T O SC U P P E R OP E N T O B E L O W OP E N T O B E L O W C1 AE 8 3 0 RO O F S L O P E @ 1 / 4 : 1 2 3. 8 3. 8 33 C3 AE 8 3 0 D1 AE 8 3 0 SL O P E T O SC U P P E R - T. O . D E C K EL . : 1 1 1 ' - 0 " - T. O . D E C K EL . : 1 1 0 ' - 1 0 " - T. O . D E C K EL . : 1 1 0 ' - 6 " - T. O . D E C K EL . : 1 1 0 ' - 5 1 / 4 " C C D D 1 5 2 4 B B A A CH I L L E R Y A R D 10 0 UT I L I T Y C O U R T 10 1 U0 0 U0 9 U0 1 EX T . A L C O V E 10 9 WA T E R R U N - O F F ZO N E , S E E LA N D S C A P E DW G S F O R DE T A I L S FL O O R S L O P E @ 1 / 8 : 1 2 PR O V I D E CR I C K E T S A T EQ U I P M E N T PA D A S RE Q U I R E D , TY P . WA T E R R U N - OF F Z O N E , S E E LA N D S C A P E DW G S F O R DE T A I L S EQ U I P M E N T PA D EQ U I P M E N T PA D EQUIPMENT PAD CR I C K E T , TY P . FL O O R S L O P E @ 1 / 8 : 1 2 CR I C K E T , TY P . 3. 8 3 5' - 2 " 16 ' - 2 " 5' - 5 1 / 2 " 7' - 4"10' - 2"12' - 2"7' - 6 3/4"8' - 0"6' - 8 3/4" 6' - 5 1 / 4 " 22 ' - 7 " 6' - 5 1 / 4 " 4' - 0 " 7' - 0 1 / 2 " T. O . C O N C . - T. O . C O N C . EL . : 1 0 0 ' - 0 " - T. O . C O N C . EL . : 9 9 ' - 8 " -T. O . C O N C . EL . : 1 0 0 ' - 0 " T. O . P A D EL . : 1 0 0 ' - 4 " T. O . P A D EL . : 1 0 0 ' - 4 " - T. O . C O N C . EL . : 1 0 0 ' - 0 " - T. O . C O N C . EL . : 9 9 ' - 8 " T. O . P A D EL . : 1 0 0 ' - 4 " D E 3 AE 8 4 0 E4 E2 E3 E1 7' - 6 " 3' - 0" BA T H R O O M 10 2 U02 6' - 0"2' - 10 3/4" 8 1 12 10 13 11 9 1 14 15 1' - 7"1' - 3" 7' - 6 " 1' - 3 " 8 1/2" 12 12 12 12' - 6 1/4" 18 19 1' - 0 " 19 9" 1' - 6 " 3' - 8 1 / 2 " 1' - 6 " 2' - 4" 2322 24 22 3' - 2" 1' - 8" 22 24 3' - 0 " 1' - 3 1 / 4 " 2' - 10 1/2" 1. GRIDS ALIGNED TO CENTER OF CMU WALLS EXCEPT AT INSULATED WALLS SURROUNDING THE SITE SHOP AND BATHROOM. SEE PLAN FOR DIMENSIONS.2. CONCEAL ALL ELECTRICAL AND PLUMBING WITHIN CAVITY OF CMU WALLS TO PROVIDE CLEAN/SMOOTH FINISHED SURFACE.3. REFER TO D1/AE810 FOR DIMENSIONS OF CONCRETE PADS FOR MECHANICAL/ELECTRICAL EQUIPMENT. COORDINATE FINAL SIZE WITH EQUIPMENT.4. PROVIDE A CONTROL JOINT IN THE BRICK VENEER AT THE INTERSECTION OF WALLS AT THE OUTERMOST CORNER LOCATIONS, AND AT THE INTERSECTION OF WALLS AT GRIDS 3/C, 3/D, 3.8/C, AND 3.8/D.5. ALL CMU WALLS TO BE FREE OF CRACKS AND CREVICES. FILL AS REQUIRED, SURFACE TO BE READY FOR SEAL APPLICATION.GENERAL NOTES FLOORS:Sealed Concrete WALLS:Epoxy paint in 102, 103, 104, 105, 106, 107, 108 Color: P9 Sherwin Williams Westhighland White Sealed CMU in 101, 100 CEILINGS:Painted Gyp in bathroom 102.Color: P9 Sherwin Williams Westhighland White Open to structure, painted in 103, 104, 05, 106, 107, 108 Color: P9 Sherwin Williams Westhighland White WORK BENCH:Relius Solutions 8' wide workbench with 2 1/4" butcher block top and adjustable height legs. Bott steel perfo panels mounted to work surface, entire length of bench (96" x 18" high)Storage : 36" wide by 24" deep, metal adjustable shelving. (http://www.industrialsupplies.com/industrial-office-furniture/workbenches-accessories/d-83340-83340-188832)FINISH NOTES SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/27/2012 10:43:54 AM 116th Street & Spring Mill Road Carmel, Indiana 46032 K:\Land\2011507 LDS Church Indianapolis Indiana Temple\A12_2011507_Utility Building_LDS Church Indianapolis Temple.rvt UTILITY BLDG PLANS & RCP AE810INDIANAPOLIS INDIANA TEMPLE THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS JM / RKDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 8 " = 1 ' - 0 " A5 LE V E L 1 SC A L E : 1 / 8 " = 1 ' - 0 " A1 LE V E L 1 R C P SC A L E : 1 / 8 " = 1 ' - 0 " A3 RO O F P L A N SC A L E : 1 / 8 " = 1 ' - 0 " D1 PA R T I A L L E V E L 1 D R A I N A G E P L A N SC A L E : 1 / 2 " = 1 ' - 0 " D3 EN L A R G E D B A T H R O O M 1 0 2 FL O O R D R A I N , S L O P E C O N C . T O D R A I N WO R K R E P A I R B E N C H SO U N D A T T E N U A T I O N P A N E L S , S E E S P E C I F I C A T I O N S HO S E B I B ME P E Q U I P M E N T , R E F E R T O M E C H . A N D E L E C . D W G S . BO L L A R D CO N C R E T E E Q U I P M E N T P A D SH O W E R I N S E R T , S E E P L U M B . & S P E C S . UT I L I T Y S I N K , S E E P L U M B . & S P E C S . LA V A T O R Y , S E E P L U M B . & S P E C S . TO I L E T , S E E P L U M B . & S P E C S . LO C K E R S , S E E S P E C S . MI R R O R , S E E S P E C S . TO I L E T P A P E R D I S P E N S E R , S E E S P E C S . EM E R G E N C Y E Y E W A S H , S E E P L U M B . & S P E C S . RE C E S S E D F I R E E X T I N G U I S H ER C A B I N E T , S E E S P E C S . MA S O N R Y H E A D E R , SE E S T R U C T U R A L SH O W E R R O D A N D C U R T A I N TO W E L / R O B E H O O K 4" C O N C R E T E C U R B ( 4 " W X 4 " H ) WA L L M O U N T E D L I G H T , S E E E L E C . GR A B B A R S FO L D I N G S E A T PL U M B I N G W A L L ME T A L S H E L V I N G 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16FL O O R P L A N K E Y N O T E S 17 18 19 20 21 22 23 24 1AUG 27, 2012ADDENDUM 1 25 1JULY 31, 2012100% CONSTRUCTION DOCUMENTS111 LEVEL 1 100' - 0" C D E F G B A A1 AE 8 3 1 A2 AE 8 3 1 A3 AE 8 3 1 A4 AE 8 3 1 C1 AE 8 3 1 C2 AE 8 3 1 C3 AE 8 3 1 T.O. MASONRY 112' - 4" T. O . M A S O N R Y ( U P P E R P A R A P E T ) 115' - 0" D1 AE 8 6 0 1' - 0" 142 4 3' - 0"7' - 4" 10 11 7 8 7 10 11 7 7 2 4 13' - 0" 12 12 T.O. FND. WALL 100' - 4" 2' - 8"12' - 0" 2' - 0" 2' - 0" 9 CO N T R O L J T 2 ' BA C K F R O M OU T S I D E C O R N E R (O N R E T U R N WA L L ) 9 CO N T R O L J T 2 ' BA C K F R O M OU T S I D E C O R N E R (O N R E T U R N WA L L ) 9 9 LE V E L 1 10 0 ' - 0 " 1 5 2 4 T. O . M A S O N R Y 11 2 ' - 4 " T. O . M A S O N R Y ( U P P E R P A R A P E T ) 11 5 ' - 0 " 3. 8 3 9 3' - 0"7' - 4" 4 44 9 2 1 2 10 T. O . F N D . W A L L 10 0 ' - 4 " 12' - 0"2' - 8" 9 LEVEL 1 100' - 0"1 5 2 4 T.O. MASONRY 112' - 4"T.O. MASONRY (UPPER PARAPET)115' - 0" 3. 8 3 2 54 1 4 2 10 8 7' - 4"3' - 0" 12 12 12 12 T.O. FND. WALL 100' - 4" 2' - 8"12' - 0" 9 9 9 9 9 LEVEL 1 100' - 0" C D E F G B A A3 AE 8 3 1 A4 AE 8 3 1 C1 AE 8 3 1 C2 AE 8 3 1 C3 AE 8 3 1 T.O. MASONRY 112' - 4" T. O . M A S O N R Y ( U P P E R P A R A P E T ) 115' - 0" C4 AE 8 3 1 6' - 7 " 6' - 7 " 11 ' - 1 1 / 2 " 11 ' - 1 1 / 2 " A4 AE 8 5 0 1 5 5 2 2 2 6 6 3 4 4 3' - 0"7' - 4" 10' - 6" 10' - 5 1/4" AE 8 5 0 B5 T.O. FND. WALL 100' - 4" 2' - 8"12' - 0" 9 9 SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/27/2012 10:44:42 AM 116th Street & Spring Mill Road Carmel, Indiana 46032 K:\Land\2011507 LDS Church Indianapolis Indiana Temple\A12_2011507_Utility Building_LDS Church Indianapolis Temple.rvt UTILITY BLDG ELEVS. &SECTIONS AE820INDIANAPOLIS INDIANA TEMPLE THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS JM / RKDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 4 " = 1 ' - 0 " A1 EA S T E L E V A T I O N SC A L E : 1 / 4 " = 1 ' - 0 " B1 NO R T H E L E V A T I O N SC A L E : 1 / 4 " = 1 ' - 0 " B2 SO U T H E L E V A T I O N SC A L E : 1 / 4 " = 1 ' - 0 " C1 WE S T E L E V A T I O N EXTERIOR ELEVATION KEYNOTES BRICK VENEER - COLOR BY ARCHITECT, MATCH ADJACENT MEETING HOUSE METAL COPING - PAINTED, COLOR BY ARCHITECT CONCRETE FOUNDATION BRICK REVEAL, 2 COURSES ROOF DRAIN SCUPPER - PAINTED, COLOR BY ARCHITECT THRU-WALL DRAIN - PAINTED, COLOR BY ARCHITECT BOLLARD - PAINTED, COLOR BY ARCHITECT HOSE BIBB - FINISH COLOR BY ARCHITECT MASONRY CONTROL JOINT WALL MOUNTED LIGHT, SEE ELEC. - FINISH BY ARCHITECT GATE, SEE DETAIL D1&D2/AE860 EXTERIOR DOOR & FRAME - PAINTED, COLOR BY ARCHITECT123456789101112 1AUG 27, 2012ADDENDUM 11JULY 31, 2012100% CONSTRUCTION DOCUMENTS 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LEVEL 1 100' - 0" C D E F G B A B1 AE 8 3 0 B3 AE 8 3 0 A3 AE 8 3 1 A4 AE 8 3 1 C1 AE 8 3 1 C2 AE 8 3 1 C3 AE 8 3 1 T.O. MASONRY 112' - 4" T. O . M A S O N R Y ( U P P E R P A R A P E T ) 115' - 0" C1 AE 8 3 0 D1 AE 8 6 0 C3 AE 8 3 0 D1 AE 8 3 0 UT I L I T Y C O U R T 10 1 CH I L L E R Y A R D 10 0 MA I N T . 10 7 BA T H R O O M 10 2 AE 8 3 1 A5 T. O . F O O T I N G 98' - 0" SI T E S H O P 10 3 T.O. FND. WALL 100' - 4"T.O. DECK 111' - 0"POUR SLAB OVER FDN @ DOOR (TYP.) LE V E L 1 10 0 ' - 0 " 1 5 2 4 A1 AE 8 3 0 AE 8 3 1 A4 T. O . M A S O N R Y ( U P P E R P A R A P E T ) 11 5 ' - 0 " 3. 8 3 SO U N D AT T E N U A T I O N PA N E L S , T Y P CO N C R E T E EQ U I P M E N T P A D CH I L L E R Y A R D 10 0 T. O . F O O T I N G 98 ' - 0 " SL O P E D CO N C R E T E F L O O R T. O . F N D . W A L L 10 0 ' - 4 " OP E N 8' - 0"4' - 0" LE V E L 1 10 0 ' - 0 " 5 2 4 A1 AE 8 3 0 T. O . M A S O N R Y 11 2 ' - 4 " 3. 8 3 UT I L I T Y C O U R T 10 1 T. O . F O O T I N G 98 ' - 0 " AE 8 5 0 A4 T. O . F N D . W A L L 10 0 ' - 4 " SO U N D AT T E N U A T I O N PA N E L S , T Y P AE 8 3 1 C1 Si m PO U R S L A B O V E R FD N @ D O O R (T Y P . ) LE V E L 1 10 0 ' - 0 " 2 4 A1 AE 8 3 0 AE 8 3 1 C3 T. O . M A S O N R Y 11 2 ' - 4 " 3. 8 3 MA I N T . 10 8 MA I N T . 10 7 MA I N T . 10 6 FM S T O . 10 5 T. O . F O O T I N G 98 ' - 0 " T. O . F N D . W A L L 10 0 ' - 4 " T. O . D E C K 11 1 ' - 0 " SL O P E 12 " 1/ 4 " LE V E L 1 10 0 ' - 0 " 2 4 A1 AE 8 3 0 AE 8 3 1 A1 T. O . M A S O N R Y 11 2 ' - 4 " 3. 8 3 T. O . F O O T I N G 98 ' - 0 " SI T E S H O P 10 3 T. O . F N D . W A L L 10 0 ' - 4 " T. O . D E C K 11 1 ' - 0 " OP E N O P E N SL O P E 12 " 1/ 4 " PO U R S L A B O V E R FD N @ D O O R (T Y P . ) LI G H T F T X . S E E EL E C T . D W G LE V E L 1 10 0 ' - 0 " 2 A1 AE 8 3 0 T. O . M A S O N R Y 11 2 ' - 4 " AE 8 3 1 C4 3. 8 3 BA T H R O O M 10 2 DU M P S T E R EN C L O S U R E 10 4 T. O . F O O T I N G 98 ' - 0 " GA T E SI T E S H O P 10 3 4" CO N C R E T E PR O T E C T I V E CU R B T. O . F N D . W A L L 10 0 ' - 4 " AE 8 3 1 A2 Si m 11 0 ' - 1 0 " T. O . D E C K SL O P E 12 " 1/ 4 " 1' - 0 " 2' - 0" TU R N - D O W N & TH I C K E N S L A B E D G E SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 2:10:06 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_Utility Building_LDS Church Indianapolis Temple_RandyK.rvt BUILDING SECTIONS AE830INDIANAPOLIS INDIANA TEMPLE THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 4 " = 1 ' - 0 " A1 LO N G I T U D I N A L S E C T I O N SC A L E : 1 / 4 " = 1 ' - 0 " B1 CR O S S S E C T I O N A SC A L E : 1 / 4 " = 1 ' - 0 " B3 CR O S S S E C T I O N B SC A L E : 1 / 4 " = 1 ' - 0 " C1 CR O S S S E C T I O N C SC A L E : 1 / 4 " = 1 ' - 0 " C3 CR O S S S E C T I O N D SC A L E : 1 / 4 " = 1 ' - 0 " D1 CR O S S S E C T I O N E 1JULY 31, 2012100% CONSTRUCTION DOCUMENTS LE V E L 1 10 0 ' - 0 " 2 T. O . M A S O N R Y 11 2 ' - 4 " PA R A P E T C A P S Y S T E M DO O R F R A M E DO O R 8" C M U AE 8 5 0 B1 TY P . AE 8 5 0 A3 TY P . AE 8 5 0 C2 TY P . T. O . F O O T I N G 98 ' - 0 " FO O T I N G A N D F O U N D A T I O N , SE E S T R U C T U R A L SL A B O N G R A D E - T H I C K E N ED G E @ D O O R T. O . F N D . W A L L 10 0 ' - 4 " FO U N D A T I O N W A L L B E Y O N D BR I C K V E N E E R WA L L B E Y O N D (2 C O U R S E ) R E V E A L I N BR I C K V E N E E R 2" A I R S P A C E 2" S P R A Y P O L Y U R E T H A N E IN S U L A T I O N RO O F F R A M I N G , SE E S T R U C T U R A L 6" R I G I D IN S U L A T I O N SI N G L E - P L Y R O O F I N G ME M B R A N E W R A P P E D OV E R P A R A P E T PL Y W O O D D E C K - SE E S T R U C T U R A L T. O . D E C K 11 1 ' - 0 " BL O C K - O U T F O U N D A T I O N @ D O O R 8" LE V E L 1 10 0 ' - 0 " B. O . S T R U C T U R E 10 8 ' - 1 0 1 / 2 " T. O . M A S O N R Y 11 2 ' - 4 " 3 T. O . F O O T I N G 98 ' - 0 " T. O . F N D . W A L L 10 0 ' - 4 " FO O T I N G A N D F O U N D A T I O N , SE E S T R U C T U R A L SL A B O N G R A D E PR E - F I N I S H E D P A R A P E T CA P A N D F L A S H I N G 8" C M U BR I C K V E N E E R (2 C O U R S E ) R E V E A L IN B R I C K V E N E E R 2" A I R S P A C E 2" S P R A Y P O L Y U R E T H A N E IN S U L A T I O N RO O F S T R U C T U R E , SE E S T R U C T U R A L 6" R I G I D I N S U L A T I O N SI N G L E - P L Y R O O F I N G ME M B R A N E W R A P P E D OV E R P A R A P E T PL Y W O O D D E C K - SE E S T R U C T U R A L (2 C O U R S E ) R E V E A L IN B R I C K V E N E E R CE I L I N G PR O T E C T I V E CO N C R E T E C U R B A T DU M P S T E R A L C O V E 4" 2" R I G I D I N S L . AE 8 5 0 C2 TY P . MO R T A R N E T (T Y P . ) VE N E E R T I E S ( T Y P . ) WE E P S @ 3 2 " O . C . CO N T . F L A S H I N G LE V E L 1 10 0 ' - 0 " 1 T. O . M A S O N R Y ( U P P E R P A R A P E T ) 11 5 ' - 0 " T. O . F O O T I N G 98 ' - 0 " T. O . F N D . W A L L 10 0 ' - 4 " PR E - F I N I S H E D P A R A P E T CA P A N D F L A S H I N G DO O R F R A M E DO O R 10 " C M U FO O T I N G A N D F O U N D A T I O N , SE E S T R U C T U R A L SL A B O N G R A D E - T H I C K E N ED G E @ D O O R FO U N D A T I O N W A L L B E Y O N D BR I C K V E N E E R WA L L B E Y O N D (2 C O U R S E ) R E V E A L I N BR I C K V E N E E R 2" A I R S P A C E 8" BL O C K - O U T F O U N D A T I O N @ D O O R S AE 8 5 0 C4 TY P . MO R T A R N E T ( T Y P . ) AE 8 5 0 A1 TY P . VE N E E R T I E S ( T Y P . ) AE 8 5 0 A3 TY P . (O P P . ) LE V E L 1 10 0 ' - 0 " 1 T. O . M A S O N R Y 11 2 ' - 4 " T. O . M A S O N R Y ( U P P E R P A R A P E T ) 11 5 ' - 0 " T. O . F O O T I N G 98 ' - 0 " T.O. FND. WALL 100' - 4" T. O . D E C K 11 1 ' - 0 " FO O T I N G A N D FO U N D A T I O N , S E E ST R U C T U R A L SL A B O N G R A D E PR E - F I N I S H E D P A R A P E T CA P A N D F L A S H I N G 10 " C M U BR I C K V E N E E R (2 C O U R S E ) R E V E A L IN B R I C K V E N E E R 2" A I R S P A C E AC O U S T I C W A L L P A N E L , AT T A C H T O W A L L P E R MF R ' S S P E C S . (2 C O U R S E ) R E V E A L IN B R I C K V E N E E R AC O U S T I C W A L L P A N E L , AT T A C H T O W A L L P E R MF R ' S S P E C S . 1' - 0"8' - 0"4' - 0" AE 8 5 0 C4 TY P . (O P P . ) WE E P S @ 3 2 " O . C . CO N T . F L A S H I N G LE V E L 1 10 0 ' - 0 " 2 T. O . M A S O N R Y 11 2 ' - 4 " T. O . F O O T I N G 98 ' - 0 " T. O . F N D . W A L L 10 0 ' - 4 " T. O . D E C K 11 1 ' - 0 " FO O T I N G A N D F O U N D A T I O N , SE E S T R U C T U R A L SL A B O N G R A D E PR E - F I N I S H E D P A R A P E T CA P A N D F L A S H I N G 10 " C M U W A L L A S S E M B L Y BR I C K V E N E E R (2 C O U R S E ) RE V E A L I N B R I C K VE N E E R ( B E Y O N D ) (2 C O U R S E ) R E V E A L IN B R I C K V E N E E R RE V E A L BL O C K - O U T F O U N D A T I O N @ D O O R 8" DO O R 2" A I R S P A C E AE 8 5 0 C4 TY P . (O P P . ) MO R T A R N E T ( T Y P . ) VE N E E R T I E S ( T Y P . ) AE 8 5 0 A1 TY P . (O P P . ) AE 8 5 0 A3 TY P . LE V E L 1 10 0 ' - 0 " 2 T. O . M A S O N R Y 11 2 ' - 4 " T. O . F O O T I N G 98 ' - 0 " T. O . F N D . W A L L 10 0 ' - 4 " AE 8 5 0 C4 TY P . FO O T I N G A N D F O U N D A T I O N , SE E S T R U C T U R A L SL A B O N G R A D E PR E - F I N I S H E D P A R A P E T CA P A N D F L A S H I N G 10 " C M U BR I C K V E N E E R (2 C O U R S E ) R E V E A L IN B R I C K V E N E E R 2" A I R S P A C E (2 C O U R S E ) R E V E A L IN B R I C K V E N E E R RE V E A L MO R T A R N E T ( T Y P . ) VE N E E R T I E S WE E P S @ 3 2 " O . C . CO N T . F L A S H I N G LE V E L 1 10 0 ' - 0 " 2 T. O . M A S O N R Y 11 2 ' - 4 " 8" C M U T. O . F O O T I N G 98 ' - 0 " T. O . F N D . W A L L 10 0 ' - 4 " T. O . D E C K 11 1 ' - 0 " FO O T I N G A N D F O U N D A T I O N , SE E S T R U C T U R A L FI N I S H G R A D E PR E - F I N I S H E D P A R A P E T CA P A N D F L A S H I N G BR I C K V E N E E R (2 C O U R S E ) RE V E A L I N B R I C K VE N E E R ( B E Y O N D ) (2 C O U R S E ) R E V E A L IN B R I C K V E N E E R RE V E A L 2" A I R S P A C E AE 8 5 0 C2 TY P . RO O F F R A M I N G - S E E ST R U C T U R A L WE E P S @ 3 2 " O . C . (T Y P . ) MO R T A R N E T ( T Y P . ) VE N E E R T I E S BR I C K M A S O N R Y V E N E E R CO N T . F L A S H I N G LE V E L 1 10 0 ' - 0 " T. O . M A S O N R Y 11 2 ' - 4 " MA S O N R Y V E N E E R , FL E M I S H B O N D P A T T E R N 3. 8 T. O . F N D . W A L L 100' - 4" T. O . D E C K 11 1 ' - 0 " FO O T I N G A N D F O U N D A T I O N , SE E S T R U C T U R A L SL A B O N G R A D E PR E - F I N I S H E D P A R A P E T CA P A N D F L A S H I N G 8" C M U BR I C K V E N E E R (2 C O U R S E ) R E V E A L IN B R I C K V E N E E R 2" A I R S P A C E 2" S P R A Y P O L Y U R E T H A N E IN S U L A T I O N RO O F F R A M I N G , S E E ST R U C T U R A L 6" R I G I D I N S U L A T I O N SI N G L E - P L Y R O O F I N G ME M B R A N E W R A P P E D OV E R P A R A P E T (2 C O U R S E ) R E V E A L IN B R I C K V E N E E R CE I L I N G 2" R I G I D I N S L . MO R T A R N E T (T Y P . ) AE 8 5 0 C2 TY P . WE E P S @ 3 2 " O . C . VE N E E R T I E S ( T Y P . ) CO N T . F L A S H I N G LEVEL 1 100' - 0"D T.O. MASONRY 112' - 4"T.O. MASONRY (UPPER PARAPET)115' - 0"T.O. FOOTING 98' - 0"T.O. FND. WALL 100' - 4"FOOTING AND FOUNDATION - SEE STRUCTURALCONT. FLASHING WEEPS @ 32" O.C.CMU VENEERSPRAY POLYURETHANE INSULATION VENEER TIESCMU WALL ASSEMBLYSCHEDULED FINISHCEILING SYSTEMROOF FRAMING - SEE STRUCTURAL6" RIGID INSULATIONROOF MEMBRANE SYSTEMCONT. RIGLETCONT. LEDGER - SEE STRUCTURALCONT. FLASHINGBRICK MASONRY VENEERVENEER TIESPRE-FINISHED PARAPET CAP FDN. INSULATIONCONC. SLABAE850C4TYP.(SIM.)SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 2:10:08 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_Utility Building_LDS Church Indianapolis Temple_RandyK.rvt UTILITY BLDG WALL SECTIONS AE831INDIANAPOLIS INDIANA TEMPLE THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS JMDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 3 / 4 " = 1 ' - 0 " A1 WA L L S E C T I O N 1 SC A L E : 3 / 4 " = 1 ' - 0 " A2 WA L L S E C T I O N 2 SC A L E : 3 / 4 " = 1 ' - 0 " A3 WA L L S E C T I O N 3 SC A L E : 3 / 4 " = 1 ' - 0 " A4 WA L L S E C T I O N 4 SC A L E : 3 / 4 " = 1 ' - 0 " C1 WA L L S E C T I O N 5 SC A L E : 3 / 4 " = 1 ' - 0 " C2 WA L L S E C T I O N 6 SC A L E : 3 / 4 " = 1 ' - 0 " C3 WA L L S E C T I O N 7 SC A L E : 3 / 4 " = 1 ' - 0 " C4 WA L L S E C T I O N 8 SCALE: 3/4" = 1'-0"A5WALL SECTION 91JULY 31, 2012100% CONSTRUCTION DOCUMENTS LE V E L 1 10 0 ' - 0 " B T. O . M A S O N R Y 11 2 ' - 4 " T. O . F N D . W A L L 10 0 ' - 4 " 10' - 0" 10' - 0" 8' - 0"1' - 0" 4' - 0 " LE V E L 1 10 0 ' - 0 " T. O . M A S O N R Y 11 2 ' - 4 " T. O . M A S O N R Y ( U P P E R P A R A P E T ) 11 5 ' - 0 " 3. 8 3 T. O . F N D . W A L L 10 0 ' - 4 " 1' - 0"8' - 0" 4' - 0 " 4' - 0 " 3' - 1 1 / 2 " LEVEL 1 100' - 0"CB C1 AE 8 3 1 C2 AE 8 3 1 T.O. MASONRY 112' - 4"T.O. FND. WALL 100' - 4" LE V E L 1 10 0 ' - 0 " T. O . M A S O N R Y 11 2 ' - 4 " 3. 8 3 1' - 0"8' - 0" SO U N D A T T E N U A T I O N PA N E L S ( T Y P I C A L ) LI G H T F I X T U R E 4' - 0 " T Y P . 10' - 0" LE V E L 1 10 0 ' - 0 " 2 4 T. O . M A S O N R Y ( U P P E R P A R A P E T ) 11 5 ' - 0 " 3. 8 3 1' - 0" OP E N SO U N D A T T E N U A T I O N PA N E L S ( T Y P I C A L ) LI G H T F I X T U R E 10' - 0" 4' - 0"8' - 0" 4' - 0 " LEVEL 1 100' - 0"A3 AE831 T.O. MASONRY (UPPER PARAPET)115' - 0" 1' - 0"8' - 0"4' - 0" SOUND ATTENUATION PANELS (TYPICAL)LIGHT FIXTURE 4' - 0 " T Y P . 10' - 0" LE V E L 1 10 0 ' - 0 " 2 4 T. O . M A S O N R Y ( U P P E R P A R A P E T ) 11 5 ' - 0 " 3. 8 3 SO U N D A T T E N U A T I O N PA N E L S ( T Y P I C A L ) LI G H T F I X T U R E 8' - 0"4' - 0"1' - 0" 10' - 0" 4' - 0 " T Y P . LE V E L 1 10 0 ' - 0 " T. O . M A S O N R Y ( U P P E R P A R A P E T ) 11 5 ' - 0 " SO U N D A T T E N U A T I O N PA N E L S ( T Y P I C A L ) LI G H T F I X T U R E 8' - 0"4' - 0"1' - 0" 10' - 0" 4' - 0 " T Y P . LEVEL 1 100' - 0"43.83 LIGHT FIXTUREBOTTOM OF ROOF FRAMING LE V E L 1 10 0 ' - 0 " D E C3 AE 8 3 0 D1 AE 8 3 0 ST R U C U T R E H U N G LI G H T F I X T U R E WO R K B E N C H BR A C K E T S @ 3 ' O . C . ME T A L A D J . S H E L V I N G LE V E L 1 10 0 ' - 0 " D E A2 AE 8 3 1 C3 AE 8 3 0 D1 AE 8 3 0 FI R E E X T I N G U I S H E R LI G H T F I X T U R E WA L L E D G E BO T T O M O F RO O F F R A M I N G 3' - 4" 1' - 4 " LEVEL 1 100' - 0" 3. 8 3 CO U N T E R T O P W/ S P L A S H BR A C K E T S @ 3 ' O . C . WALL EDGEBOTOM OF ROOF FRAMING CMU COVED BASE UNIT IN SINK ALCOVE LE V E L 1 10 0 ' - 0 " 3' - 0"1' - 6" 2' - 10" WA L L H U N G S I N K GR A B B A R S 3' - 3 " CM U C O V E D BA S E U N I T LE V E L 1 10 0 ' - 0 " E GR A B B A R S WA L L H U N G S I N K MI R R O R LI G H T F I X T U R E 3' - 0"1' - 6" 2' - 6 " PR O T E C T P L M B . SE E S P E C . CE I L I N G 6' - 8" CM U C O V E D BA S E U N I T LE V E L 1 10 0 ' - 0 " E LO C K E R S ED G E O F W A L L DO O R & F R A M E AS S E M B L Y LI G H T F X T U R E CE I L I N G CM U C O V E D BA S E U N I T 6' - 0" 9" 9" 9" 9" (1 ) C O U R S E 8" C M U W / CO V E D B A S E 7 5/8" LE V E L 1 10 0 ' - 0 " LO C K E R S ( S E T ON 1 - C O U R S E HI G H C M U LI G H T F I X T U R E SH O W E R W A L L CM U C O V E D BA S E U N I T SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/7/2012 2:10:49 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_Utility Building_LDS Church Indianapolis Temple_RandyK.rvt UTILITY BLDG INTERIOR ELEVS AE840INDIANAPOLIS INDIANA TEMPLE THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS JM / RKDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 4 " = 1 ' - 0 " A1 UT I L I T Y C O U R T A SC A L E : 1 / 4 " = 1 ' - 0 " A2 UT I L I T Y C O U R T B SC A L E : 1 / 4 " = 1 ' - 0 " A3 UT I L I T Y C O U R T C SC A L E : 1 / 4 " = 1 ' - 0 " B1 UT I L I T Y C O U R T D SC A L E : 1 / 4 " = 1 ' - 0 " B2 CH I L L E R Y A R D A SC A L E : 1 / 4 " = 1 ' - 0 " B3 CH I L L E R Y A R D B SC A L E : 1 / 4 " = 1 ' - 0 " C1 CH I L L E R Y A R D C SC A L E : 1 / 4 " = 1 ' - 0 " C2 CH I L L E R Y A R D D SC A L E : 1 / 4 " = 1 ' - 0 " C3 SI T E S H O P A SC A L E : 1 / 4 " = 1 ' - 0 " D1 SI T E S H O P B SC A L E : 1 / 4 " = 1 ' - 0 " D2 SI T E S H O P C SC A L E : 1 / 4 " = 1 ' - 0 " D3 SI T E S H O P D SC A L E : 1 / 4 " = 1 ' - 0 " E1 BA T H R O O M SC A L E : 1 / 4 " = 1 ' - 0 " E2 BA T H R O O M B SC A L E : 1 / 4 " = 1 ' - 0 " E3 BA T H R O O M C SC A L E : 1 / 4 " = 1 ' - 0 " E4 BA T H R O O M D 1JULY 31, 2012100% CONSTRUCTION DOCUMENTS HI N G E S I D E 2" A I R G A P SP R A Y PO L Y U R E T H A N E IN S U L A T I O N 3/ 8 " M O R T A R J O I N T (T Y P ) SE A L E R C O A T A S RE Q U I R E D MA S O N R Y V E N E E R AS S E L E C T E D P E R AR C H I T E C T BA C K E R R O D AN D S E A L A N T EA C H S I D E OF F R A M E GR O U T F R A M E FR A M E A S SC H E D U L E D DO O R A S SC H E D U L E D NO M 8 X 8 X 1 6 CM U B O N D BE A M DR A I N A G E C A V I T Y M A T E R I A L ST E E L S T R U C T U R A L LE D G E R A N G L E PA I N T E D T O M A T C H CM U C O L O R SE L E C T I O N ( T Y P ) SC H E D U L E D FI N I S H NO T C H B R I C K T O AC C O M M O D A T E LE D G E R ME T A L F L A S H I N G SE E S C H E D U L E 4" 2" A I R G A P SP R A Y PO L Y U R E T H A N E IN S U L A T I O N SE A L E R C O A T ( B O T H SI D E S A S R E Q U I R E D ) TY P . MA S O N R Y V E N E E R SY S T E M BA C K E R R O D A N D SE A L A N T EA C H S I D E O F F R A M E H. M . D O O R F R A M E AN C H O R T O C M U MA S O N R Y - G R O U T SO L I D DO O R A S SC H E D U L E D CM U A S S E M B L Y (SEE SCHEDULE) 8 3/4" GR O U T S T O P - FO A M S E A L A N T O R EQ U A L FI B R O U S EX P A N S I O N JO I N T CO N C R E T E PA V I N G S E E CI V I L - T H I C K E N ED G E @ D O O R WA L L ( B E Y O N D ) CO N C R E T E S L A B ON G R A D E - SL O P E D , S E A L E D TH I C K E N E D G E @ DO O R 8" CO N T . S E A L A N T TH R E S H O L D DO O R DO O R F R A M E (B E Y O N D ) FO U N D A T I O N (B E Y O N D ) B L O C K - OU T A T D O O R S 18 G A . G A L V A N I Z E D SC U P P E R A S S E M B L Y RO O F M E M B R A N E FL A S H I N G SC U P P E R F L A N G E FL A S H I N G SC U P P E R A N C H O R PR E S S U R E T R E A T E D BL O C K I N G 2" A I R G A P 2" S P R A Y PO L Y U R E T H A N E IN S U L A T I O N 3/ 8 " M O R T A R JO I N T ( T Y P ) SE A L E R C O A T AS R E Q U I R E D MA S O N R Y VE N E E R SY S T E M MO R T A R N E T PR E S S U R E TR E A T E D BL O C K I N G PR E - F I N I S H E D CO P I N G SY S T E M MA S O N R Y VE N E E R TI E S CM U W A L L AS S E M B L Y RO O F D E C K SE E S T R U C T U R A L CO N T . V A P O R BA R R I E R CO V E R B O A R D S RI G I D I N S U L A T I O N RO O F M E M B R A N E SY S T E M EX T E N D R O O F ME M B R A N E FL A S H I N G O V E R PA R A P E T 8" NOMINAL6" 6" 1' - 4 " 3. 4 " d i a X 1 6 " AN C H O R S @ 3 2 " O . C . 2" A I R G A P 2" S P R A Y PO L Y U R E T H A N E IN S U A L T I O N 3/ 8 " M O R T A R JO I N T ( T Y P ) SE A L E R C O A T A S RE Q U I R E D MA S O N R Y VE N E E R SY S T E M MO R T A R N E T RO O F D E C K PR E S S U R E TR E A T E D BL O C K I N G ME T A L CL E A T 3. 4 " d i a X 1 6 " AN C H O R S @ 3 2 " O. C . PR E - F I N I S H E D CO P I N G S Y S T E M RO O F ME M B R A N E SY S T E M MA S O N R Y V E N E E R TI E S CM U W A L L AS S E M B L Y SE E ST R U C T U R A L DW G S . CO N T . V A P O R BA R R I E R RI G I D I N S L . PR E S S U R E TR E A T E D BL O C K I N G . CO V E R BO A R D S 6" 1' - 4 " 6" 6" D 3.84" INSULATED CMU 2" RIGID INSULATION 2" AIR CAVITYCONTINUOUSWATERRESISTIVEBARRIER MASONRY VENEERSOUNDATTENUATIONPANEL10" CMU 2" SPRAY POLYURETHANE INSULATIONF48" INSULATED CMU 2" SPRAY POLYURETHANE INSULATION CONTINUOUS AIR, WATER,VAPOR BARRIER 4" INSULATED CMU EXTERIOREXTERIORINTERIOR10" CMU LEVEL 1 100' - 0"48" CMUSTEEL LINTEL METAL FLASHINGBRICK VENEER CAULK AROUND TRIM, ALL SIDES WA L L D R A I N , C U T TH R U F O U N D A T I O N WALL SLOPED CONCRETE SLAB DR A I N A G E A R E A , REFER TO LA N D S C A P E & C I V I L FOUNDATION WALLFOUNDATIONWALL BEYOND T.O. FND. WALL 100' - 4"4"4"2 BRICK COURSES 3/4"SEE ELEVATIONS 2" A I R G A P 3/ 8 " M O R T A R JO I N T ( T Y P ) SE A L E R C O A T A S RE Q U I R E D MA S O N R Y VE N E E R S Y S T E M MO R T A R N E T PR E S S U R E TR E A T E D BL O C K I N G CLEAT 3. 4 " d i a X 1 6 " AN C H O R S @ 3 2 " O. C . PR E - F I N I S H E D CO P I N G S Y S T E M MA S O N R Y VE N E E R T I E S CM U W A L L AS S E M B L Y SE E ST R U C T U R A L DW G S . 1' - 4 " 6" 6" 2" A I R G A P 3/ 8 " M O R T A R JO I N T ( T Y P ) SE A L E R C O A T A S RE Q U I R E D MA S O N R Y V E N E E R AS S E L E C T E D P E R AR C H I T E C T BA C K E R R O D AN D S E A L A N T EA C H S I D E OF F R A M E GR O U T FR A M E FR A M E A S SC H E D U L E D DO O R A S SC H E D U L E D CM U B O N D BE A M MO R T A R N E T ST E E L S T R U C T U R A L LE D G E R A N G L E P A I N T E D TO M A T C H C M U C O L O R SE L E C T I O N ( T Y P ) SC H E D U L E D FI N I S H NO T C H B R I C K T O AC C O M M O D A T E LE D G E R ME T A L F L A S H I N G SE E S C H E D U L E 4" 2" A I R G A P SE A L E R C O A T ( B O T H SI D E S A S R E Q U I R E D ) T Y P . MA S O N R Y V E N E E R SY S T E M BA C K E R R O D A N D S E A L A N T EA C H S I D E O F F R A M E H. M . D O O R F R A M E A N C H O R TO C M U M A S O N R Y - G R O U T SO L I D DO O R A S SC H E D U L E D CM U A S S E M B L Y (SEE SCHEDULE) 8 3/4" GR O U T S T O P - F O A M SE A L A N T O R E Q U A L BA C K E R R O D A N D SE A L A N T E A C H S I D E O F FR A M E GR O U T F R A M E FR A M E A S SC H E D U L E D DO O R A S S C H E D U L E D CM U B O N D B E A M SC H E D U L E D F I N I S H SE E S C H E D U L E 4" SE A L E R C O A T ( B O T H SI D E S A S R E Q U I R E D ) TY P . SEALER COAT (BOTH SIDES AS REQUIRED) TYP.BACKER ROD AND SEALANT EACH SIDE OF FRAME H.M. DOOR FRAME ANCHOR TO CMU MASONRY - GROUT SOLID DO O R A S SC H E D U L E D CMU ASSEMBLY (SEE SCHEDULE) 6 3/4" SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/27/2012 10:45:08 AM 116th Street & Spring Mill Road Carmel, Indiana 46032 K:\Land\2011507 LDS Church Indianapolis Indiana Temple\A12_2011507_Utility Building_LDS Church Indianapolis Temple.rvt UTILITY BUILDING DETAILS AE850INDIANAPOLIS INDIANA TEMPLE THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 3 " = 1 ' - 0 " B1 DO O R H E A D ( @ I N S U L A T E D W A L L ) SC A L E : 3 " = 1 ' - 0 " B2 DO O R J A M B @ ( I N S U L A T E D W A L L ) SC A L E : 3 " = 1 ' - 0 " A3 DO O R S I L L SC A L E : 3 " = 1 ' - 0 " C1 SC U P P E R D E T A I L SC A L E : 3 " = 1 ' - 0 " C2 PA R A P E T SCALE: 1 1/2" = 1'-0"C5WALL DETAILSCALE: 1 1/2" = 1'-0"D5WALL DETAIL SCALE: 1 1/2" = 1'-0" A4 THRU WALL DRAIN DETAILSCALE: 1 1/2" = 1'-0"B5BRICK REVEAL, TYP. SC A L E : 3 " = 1 ' - 0 " C4 PA R A P E T SC A L E : 3 " = 1 ' - 0 " A1 DO O R H E A D SC A L E : 3 " = 1 ' - 0 " A2 DO O R J A M B SC A L E : 3 " = 1 ' - 0 " B3 DO O R H E A D SC A L E : 3 " = 1 ' - 0 " B4 DO O R J A M B 1AUG 27, 2012ADDENDUM 11JULY 31, 2012100% CONSTRUCTION DOCUMENTS 1 NO M 8 x 8 x 1 6 C M U A S SE L E C T E D P E R AR C H I T E C T 2" S P R A Y PO L Y U R E T H A N E IN S U L A T I O N 2" A I R G A P BR I C K V E N E E R A S SE L E C T E D P E R AR C H I T E C T IN T E R I O R EX T E R I O R PR I M E & P A I N T EX T E R I O R B R I C K CO A T S E A L E R NO T E S : 1. R E F E R T O E L E V A T I O N S A N D S E C T I O N S F O R H E I G H T . 2. T Y P E 2 W A L L A B O V E C A P W H ER E S H O W N - S E E E L E V A T I O N S . 3. F I R E R A T I N G : 1 H O U R O R 2 HO U R W H E R E R E Q U I R E D - S E E L I F E SA F E T Y P L A N - C O N S T R U C T I ON T O S A T I S F Y U L A S S E M B L Y IN C L U D E D W I T H S P E C I F I C A T I O N S M A N U A L O R E Q U A L A P P R O V E D . VE N E E R A N C H O R TI E S ( T Y P . ) S E E ST R U C T U R A L 1' - 3 1/4" NO M 8 x 8 x 1 6 C M U AS S E L E C T E D PE R A R C H I T E C T 2" A I R G A P BR I C K V E N E E R A S SE L E C T E D P E R AR C H I T E C T IN T E R I O R EX T E R I O R PR I M E & P A I N T EX T E R I O R B R I C K CO A T S E A L E R NO T E S : 1. R E F E R T O E L E V A T I O N S A N D S E C T I O N S F O R H E I G H T . 2. T Y P E 2 W A L L A B O V E C A P W H ER E S H O W N - S E E E L E V A T I O N S . 3. F I R E R A T I N G : 1 H O U R O R 2 H O UR W H E R E R E Q U I R E D - S E E L I F E SA F E T Y P L A N - C O N S T R U C T I O N T O S A T I S F Y U L A S S E M B L Y IN C L U D E D W I T H S P E C I F I C A T I O N S M A N U A L O R E Q U A L A P P R O V E D . VE N E E R A N C H O R T I E S (T Y P . ) S E E ST R U C T U R A L WE A T H E R BA R R I E R ( T Y P ) 1' - 1 1/4" NOM 8x8x16 CMU AS SELECTED PER ARCHITECTPRIME & PAINT PRIME & PAINT NOTES:1. FIRE RATING: 1 HOUR OR 2 HOUR WHERE REQUIRED - SEE LIFE SAFETY PLAN - CONSTRUCTION TO SATISFY UL ASSEMBLY INCLUDED WITH SPECIFICATIONS MANUAL OR EQUAL APPROVED.2. STC RATING: 52-54 7 3/4" A SEE SCHEDULE SE E S C H E D U L E HM B SEE SCHEDULE SE E S C H E D U L E HM C ME T A L GA T E SEE SCHEDULE SE E S C H E D U L E LE V E L 1 10 0 ' - 0 " 5" X 5 " A L U M I N U M P O S T BE Y O N D , F I N I S H T O MA T C H B L D G . D O O R S , AN C H O R T O S T E E L ST R U C T U R A L P O S T 2" X 6 " A L U M I N U M TO P R A I L 2" X 4 " A L U M I N U M ST I L E S 1/ 2 " W X 4 " A L U M I N U M VE R T I C A L E X T R U S I O N S @ 4 " O . C . , 1 0 0 % C O V E R A G E 2" X 6 " A L U M I N U M BO T T O M R A I L 2" 6' - 0" 2"5' - 8"2" 6"4' - 8"6" T. O . F O O T I N G 98 ' - 0 " WA L L B E Y O N D 3' - 6" 4" C O N C R E T E P A D CO N C . F O O T I N G , SE E S T R U C T U R A L 6" D I A . S T E E L P O S T T H R U FO O T I N G , S E E S T R U C T U R A L LE V E L 1 10 0 ' - 0 " B D1 AE 8 6 0 11 ' - 4 " G A T E O P E N I N G NO T E : AL L G A T E CO M P O N E N T S T O B E PA I N T E D , C O L O R B Y AR C H I T E C T 5X 5 A L U M I N U M P O S T , TY P . , A N C H O R T O ST E E L S T R U C T U R A L PO S T 6" A L U M I N U M TO P R A I L , T Y P . 4" A L U M I N U M S T I L E , TY P . 6" A L U M I N U M BO T T O M R A I L , T Y P . 6' - 0" 4" A L U M I N U M VE R T I C A L EX T R U S I O N , T Y P . 2"5' - 8"2" PR O V I D E S L I D E B O L T AN D P A D L O C K S E T T. O . F O O T I N G 98 ' - 0 " 5" 1 1 / 4 " 5' - 0 " 1 1 / 2 " 5' - 0 " 1 1 / 4 " 6" D I A . S T E E L P O S T , SE E S T R U C T . CO N C . F O O T I N G 3' - 6"CA N E B O L T W / G A L V P I P E SL E A V E I N C O N C R E T E 2' - 8" 5X 5 P R O T E C T I V E B O L L A R D - FI N I S H T O M A T C H U T I L I T Y B U I L D I N G DO O R S A N D G A T E S . C O L O R B Y AR C H I T E C T . 1/ 4 " 5" 1/ 4 " EM B E D D E D CO N C R E T E BO L L A R D GA L V . S L E E V E A N D C A P OV E R C O N C R E T E EM B E D D E D B O L L A R D 2'-6" EMBED DEPTH2' - 6" 8"1' - 9"2" 1/2" 4" 1/2" 1/ 2 " 1/ 2 " CO N C R E T E W A L K / D R I V E OV E R G R A V E L B A S E , SE E S T R U C T / C I V I L DR A W I N G S CO U N T E R S U N K SE T S C R E W NO M 4 x 8 x 1 6 C M U A S SE L E C T E D P E R A R C H I T E C T IN S U L A T I O N P E R SP E C I F I C A T I O N S SC H E D U L E D F I N I S H NO T E S : 1. F I R E R A T I N G : 1 H O U R O R 2 H O U R W H E R E R E Q U I R E D - S E E LI F E S A F E T Y P L A N - C O N S T R U C TI O N T O S A T I S F Y U L A S S E M B L Y IN C L U D E D W I T H S P E C I F I C A T I O N S M A N U A L O R E Q U A L A P P R O V E D . 2. S T C R A T I N G : 5 2 - 5 4 EX T E R I O R IN T E R I O R PR I M E & P A I N T SP R A Y A P P L I E D IN S U L A T I O N NO M 8 x 8 x 1 6 C M U A S SE L E C T E D P E R A R C H I T E C T VE N E E R T I E S - S E E S T R U C T U R A L 1' - 2 1/4" NO M 1 0 x 8 x 1 6 C M U AS S E L E C T E D P E R AR C H I T E C T 2" A I R G A P BR I C K V E N E E R A S SE L E C T E D P E R AR C H I T E C T EX T E R I O R EX T E R I O R PR I M E & P A I N T EX T E R I O R B R I C K CO A T S E A L E R NO T E S : 1. R E F E R T O E L E V A T I O N S A N D S E C T I O N S F O R H E I G H T . 2. T Y P E 2 W A L L A B O V E C A P W H ER E S H O W N - S E E E L E V A T I O N S . 3. F I R E R A T I N G : 1 H O U R O R 2 H O UR W H E R E R E Q U I R E D - S E E L I F E SA F E T Y P L A N - C O N S T R U C T I ON T O S A T I S F Y U L A S S E M B L Y IN C L U D E D W I T H S P E C I F I C A T I O N S M A N U A L O R E Q U A L A P P R O V E D . VE N E E R A N C H O R T I E S (T Y P . ) S E E ST R U C T U R A L 1' - 3 1/4" NO M 4 x 8 x 1 6 C M U A S SE L E C T E D P E R A R C H I T E C T IN S U L A T I O N P E R SP E C I F I C A T I O N S SC H E D U L E D F I N I S H NO T E S : 1. F I R E R A T I N G : 1 H O U R O R 2 H O U R W H E R E R E Q U I R E D - S E E LI F E S A F E T Y P L A N - C O N S T R U C TI O N T O S A T I S F Y U L A S S E M B L Y IN C L U D E D W I T H S P E C I F I C A T I O N S M A N U A L O R E Q U A L A P P R O V E D . 2. S T C R A T I N G : 5 2 - 5 4 EX T E R I O R IN T E R I O R PR I M E & P A I N T SP R A Y P O L Y U R E T H A N E IN S U L A T I O N NO M 1 0 x 8 x 1 6 C M U A S SE L E C T E D P E R AR C H I T E C T VE N E E R T I E S - S E E ST R U C T U R A L 1' - 4 1/4" 1 2 2" 3' - 0 " 2" 2" 6' - 0 " 2" 3 2" 7' - 8 " 2" 4"8' - 0" 8' - 0"4" 8' - 0"4" SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/27/2012 10:45:31 AM 116th Street & Spring Mill Road Carmel, Indiana 46032 K:\Land\2011507 LDS Church Indianapolis Indiana Temple\A12_2011507_Utility Building_LDS Church Indianapolis Temple.rvt UTILITY BLDG.WALL TYPES,DTLS. & SCHED.AE860INDIANAPOLIS INDIANA TEMPLE THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS JM / RKDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 1 / 2 " = 1 ' - 0 " 1 WA L L T Y P E 1 SC A L E : 1 1 / 2 " = 1 ' - 0 " 2 WA L L T Y P E 2 SCALE: 1 1/2" = 1'-0"3WALL TYPE 3 DO O R T Y P E S DO O R A N D F R A M E S C H E D U L E DO O R # DOOR TYPE LEAVES DOOR WIDTH DOOR HEIGHT DOOR THICKNESS DOOR MATERIAL FRAME TYPE FRAME DEPTH FRAME MATERIAL JAMB DETAIL HEAD DETAIL SILL DETAIL ELECTRICALFIRE RATING (IN MIN.)HARDWARE GROUP REMARKSDOOR# U0 0 B 2 3 ' - 1 0 " 8 ' - 0 " 1 3 / 4 " G A L V . S T L . 3 8 3 / 4 " H M A 2 / A E 85 0 A 1 / A E 8 5 0 A 3 / A E 8 5 0 - - 8 P A I N T E D , C O L O R B Y A R C H I T E C T U 0 0 U0 1 B 2 3 ' - 1 0 " 8 ' - 0 " 1 3 / 4 " G A L V . S T L . 3 8 3 / 4 " H M A 2 / A E 85 0 A 1 / A E 8 5 0 A 3 / A E 8 5 0 - - 8 P A I N T E D , C O L O R B Y A R C H I T E C T U 0 1 U0 2 A 1 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " G A L V . S T L . 1 8 3 / 4 " H M B 4 / AE 8 5 0 B 3 / A E 8 5 0 - - - - 9 P A I N T E D , C O L O R B Y A R C H I T E C T U 0 2 U0 3 B 2 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " G A L V . S T L . 2 8 3 / 4 " H M B 2 / A E 8 5 0 B 1 / AE 8 5 0 A 3 / A E 8 5 0 - - 7 I N S U L A T E D , P A I NTED, COLOR BY ARCHITECTU03 U0 4 C 2 1 0 ' - 0 " 5 ' - 8 " 2 " A L U M . & S . S T L . - - 4 " A L U M . - - - - - - - - - - 1 S E E D E T A I L S D 1 & D 2 / A E 8 6 0 U 0 4 U0 5 A 1 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " H M 1 8 3 / 4 " H M A 2 / A E 8 5 0 A 1 /A E 8 5 0 A 3 / A E 8 5 0 - - 6 P A I N T E D , C O L O R B Y A R C H I T E C T U 0 5 U0 6 A 1 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " H M 1 8 3 / 4 " H M A 2 / A E 8 5 0 A 1 /A E 8 5 0 A 3 / A E 8 5 0 - - 6 P A I N T E D , C O L O R B Y A R C H I T E C T U 0 6 U0 7 A 1 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " H M 1 8 3 / 4 " H M A 2 / A E 8 5 0 A 1 /A E 8 5 0 A 3 / A E 8 5 0 - - 6 P A I N T E D , C O L O R B Y A R C H I T E C T U 0 7 U0 8 A 1 3 ' - 0 " 8 ' - 0 " 1 3 / 4 " H M 1 8 3 / 4 " H M A 2 / A E 8 5 0 A 1 /A E 8 5 0 A 3 / A E 8 5 0 - - 6 P A I N T E D , C O L O R B Y A R C H I T E C T U 0 8 U0 9 C 2 1 0 ' - 0 " 5 ' - 8 " 2 " A L U M . & S . S T L . - - 4 " A L U M . - - - - - - - - - - 1 S E E D E T A I L S D 1 & D 2 / A E 8 6 0 U 0 9 SC A L E : 3 / 4 " = 1 ' - 0 " D1 GA T E S E C T I O N SC A L E : 3 / 4 " = 1 ' - 0 " D2 GA T E SC A L E : 1 1 / 2 " = 1 ' - 0 " D3 BO L L A R D SC A L E : 1 1 / 2 " = 1 ' - 0 " 4 WA L L T Y P E 4 SC A L E : 1 1 / 2 " = 1 ' - 0 " 2A WA L L T Y P E 2 A SC A L E : 1 1 / 2 " = 1 ' - 0 " 4A WA L L T Y P E 4 A FR A M E T Y P E S 1AUG 27, 2012ADDENDUM 11JULY 31, 2012100% CONSTRUCTION DOCUMENTS 1 1 f = a � m o � °o 0 0 n y O mQ o a PROJECT LOCATION VICINITY MAP NO SCALE OPERATING AUTHORITIES GAS Vectren P.O. Box 1700 Noblesville, IN, 46061 317-7765532 317-7763553 Joanie Clark ELECTRIC Indianapolis Power & Light 1230 W. MoMs Street Indianapolis, IN 46221 317-2815497 317-261di201 fax Dan DavenpoA SANITARY Clay Township Regional Sewer Dis6ict 10701 NaM College Ave., Ste. A Indianapolis, IN 46280 317-844 9200 317-844-9203 Fau Ryan Hartrnan CABLE TELEVISION Brighthouse NeMrorks 3030 RooseveH Ave. Indianapolis, IN 46218 317-632-9077 317-632-5311 fax Jason Kirkman STORM Carmel Department of Engineering Cartnel Ciry Hall, First Floor One Civic Square Carmel, IN 48032 317-571-2441 317-571-2439fax Michael McBride, P.E. FIRE DEPARiMENT Carmel Fire Deparimenl Otfice of Fire Chief, Fire Sfation #1 Txro Civic Square Carmel, IN 46032 317-571-2600 317571-2615 fax Chris Ellison SOILS MAP NO SCALE SOILS DESCRIPTIONS Br Brookston sift loam (0.2°h slopes) CrA Crosby sitt loam (0-3% slopes) HeF Hennepin loam (25b0% slopes) WATER Carmel Waler 3450 W. 131 st Street Weslfield, In 46074 317-733-2855 Steve Cook TELEPHONE AT&T 5858 N. College Ave. Indianapolis, IN 46220 317-252-4275 Steve Krebs SCHOOL DISTRICT Carmel Clay Schools 5185 E. Main Street Carmel, IN 46033 317-844-9961 317571-4089 Ron Fartand MmB2 Miami sitt loam (2-6°h slopes, eroded) . MoC3 Miami clay loam (612% slopes, severely eroded) c� Ii�ON�rt� bNoN,� � Ga�'n.brer.da NUMBER INDIANAPOLIS, INDIANA TEMPLE E 1/2, NE 1/4, SEC.3 & NW 1/4, SEC.2 - T17N - R3E, CLAY TOWNSHIP, CARMEL, INDIANA PROJECT ADDRESS: 11400 Springmill Road CURRENT ZONING: S-2 � �� PRESERVATON AREA � � � � � � i I � , � �►n � ! i i, r;� ; , ;; � I TEMPLE L!� � FUTURE � DEVELOPMENT FUTURE DEVELOPMENT SITE MAP SCALE: 1 "=150' STREET NAME CHART LA E PRIVATE DRIVE ME STREE;S BNGTH DE530 MpHEED 1:7��169[�P►6� DESCRIPTION REVISED PER CITY OF CARMELS COMMENTS DATE 07-23-12 SHEET NO C100 c�o� C102 C204 - C205 C206 - C207 C208 C208 C300 C301 C302 - C304 C305 C400 - C401 C402 - C403 C404 C500 J_1v� C507 U � ��00 �� , � � _ � ` �� ,, a 0 � � E y �y:i��i��i•»:� DESCRIPTION TITLE SHEET EXISTING TOPOGRAPHY / DEMOLITION PLAN OVERALL & PEDESTRIAN CIRCULATION PLAN SITE LAYOUT PLAN STREET PLAN AND PROFILES ENTRANCE PLANS INTERSECTION DETAILS FLOOD ROUTING PLAN UTILITY PLAN SANITARY SEWER PLAN AND PROFILE STORM SEWER PLAN AND PROFILE WATER MAIN PLAN INITIAL EROSION CONTROL PLAN FINAL EROSION CONTROL PLAN STORM WATER POLLUTION PREVENTION PLAN EROSION CONTROL DETAILS 6'11:7����7�/:1I[-9 SANITARY SEWER DETAILS STORM SEWER DETAILS MISCELLANEOUS DETAILS PROJECT LOCATION LOCATION MAP NO SCALE PLANS PREPARED FOR: MHTN ARCHITECTS, INC. 420 E. SOUTH TEMPLE ST., SUITE 100 SALT LAKE CITY, UT 84111 801-595-6700 801-595-6717fax CONTACT: DAVE FETZER PLANS PREPARED BY: N/NG ENG/NEE/�/NG 853 COLUMB/A ROAO, SU/TE #�O� PLA/NF/ELO, /N 46�68 BUS: (3 � 7) 707-3700, FAX.• (3 � 7) 707-3800 E-MA/L: Banning@BanningEnginsaring.com WEB: www.BanningEnginea�ing.com rK•��rr_��i■:�-i_����i�i•»�-� 100 % CONSTRUCTION DOCUMENTS V ` No. � � = 19300091 _ - STATE OF ' C CERTIFIED BY: DATE: 07-31-12 Sheet No: C100 � M � 0 � O � W O � 4 � W J W � Q Z : z � J Q Z Q � Z � � a n � � `o a a : LL 0 LL °a L M 9 LL i_ a � a " . n ' o m a �m� om� w m a e U ? o W a b TBM #7 � r ��� CUT'X" W. BONNET BOLT OF FIRE HYDR4NT BENCHMARK I� COURSE TABLE ELEV. 849.31 1 N 88°07 �.34� w Z�D.ZJr� STANDARD DISK, STAMPED N 42 1934" 2 N 18°SS�SS� W B%49� TBM � DESCRIBED BY NATIONAL GEODETIC SURVEY 1947 2 MI S FROM CARMEL. PR�OB� � 3 N 08°��30� E 'I4O.SY� CUT'X" W. BONNET BOLT OF FIRE HYDRANT 2.0 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE RWNDABWT ELEV. 85223 ��, Q�I I� PRQIECT. �} N]]°'j34}'j" W �. �4• RAILWAY FROM THE STATION AT CARMEL, HAMILTON COUNTY, 11 1/2 �k� �� Im�� uxcen Tgp,� � RAILS NORTH OF MILEPOST B 170, 10 RAILS NORTH OF THE CROSSING CONSiRUCTION � �'�� �g�� CUT'X" W. BONNET BOLT OF FIRE HYDRANT OF THE INDIANA RAILROAD, 7 RAILS SOUTH OF THE CROSSING OF 1 NTH 3 � / ELEV. 855.68 STREET, 2 YARDS EAST OF THE EAST RPJL, IN iHE TOP OF THE NORTHEAST �� '�w .� = 3 J ElO8TING UTILRY CORNER OF A CONCRETE SWITCH BASE, AND ABOUT 81NCHES LOWER �� POL S TO BE ELEVATIONS ARE BASED ON NAVD 88 DANM „��� g � iHAN THE TR4CK. ELEVATION = 838.62 (NAVD 88) � . , 6 �o er on�ens HOR¢ONTAL DATUM BASED ON IND. 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A VAVA�����/ �I� �, �� �� "� i i� ' _ � - � xr-ea�.s P I ��� \\ �������� J �s�I ����V��� //' � � ��`'.� '� �� �� ��, �� � \\V � �������/ /////) � \\O�_ i— �� � �/ � /ii� � i --------------��f'� �rrts ��� �� � ����� �� � � B�a�V�V� �i' � a'— /�jj � _ ��/ vv�v ���\_ �/� y/ y � �1 � �I 1 � ' � I �A ,� %/%�, � ----- � --- -��� ��� ��� � '����i����lll�� ��=������ � � / �� �� �� ii� ���� i ----- \` � ��� � _ ��� � LANDDESCRIPTION � �iu ������` —�� \ �( �� � \����\I � I� I l� �� � ���/j/,� /i �� � � � � � � �� V )I \\��V AI % I l / � /�/p/�i —, � � ,�i �i �_ \ � -- , � � � -- - °5�2 "E 77' A portlon of the East HaH of the Northeast Quarler of Sectlon 3 and a part of the Northwest 1� 1` mg ��� ��- �� �� � _\ I � 1��� L z � ��j/�O/ / I Commencin at Uie noAheast comer of said NoAhe gt Quarter thence SoWh 89 d rees 11 ��� �\ '�//��� \I\�\\\\\\ �L • �� I�/� �/ ////// Quarter of Seclion 2, Hamilton County Indiana, bein more articulad described as follows: ���' ` �\� , � _—_ � \\� \�� �� -- ��� _ � 1 L� ��L 4 � � �,$ _, � ��� //// �� —=ii� — � l\l�� �� �-�i�/ � 9 ll � e9 � � ��\\��� � _ i� j� \\� `\ �1 � � � �\\ ' ��� �� ��// j /�� OF EG NNINGnihence cor�ll ue South 89 d�rees 1�1 m neutes 81 seconds W t alone sald T ���\� \� \\\ �j�i% �=��j %��\\\�\ �� 1 �� \\ w� �� =� �,/,�� ee e , � � � 1� ��� i �� — ���\\V II�L `� \V��� �_ � E'",';, �.,,m _ noAh line 894.90 feet to a mag nail with Benchmark Surveyi�g tag found; thence South 00 / %�� ��� � �%jj �� J—_ ���\\ 1 �\���\\�� � au�rt s�oa�aana � i//�i/ � /� � �, A\\� ' \\\�( � �--� I— degrees 52 minute.a 40 seconds East 1046.44 feet to a 5/8 rebar with •BANNING ENG FIRM � �'�j�// /���� � / / _ ����\\ \ �\�I � � J // n //��� / //� �/ � / �����\�� �\\\ / 1 k0080" cap found; ihence South 89 degrees 11 minutes 58 seconds West parallel with said /- �%/�/j � / �\� �\� 1\\\ I -�' � /ii� �i � � ��A� north line 41627 feet M a 5/8" rebar with "BANNING ENG FIRM 110060" cap set (herein referred ���� %j�//���j��� � � �� ���������� ' � � � � / � � � W as "rebar' ; thence South 87 d rees 21 minutes 49 seconds West 60.00 feet to a W8" rebar �������� jj��jj� ��� � � � `C���� � �� � � with "Cripa' cep found; thence South 00 degrees 51 minutes 28 seconds East 43077 feet to e ����� �/� /� �� ( / -� �� `J I � / /�� jj%%j/�i/ � � / � � \ J < \ rebar set; Mence South 00 degrees 49 minutes 32 seconds West 487.98 feet to a 4 Inch by 4 �� // eti j , �� — � \ �� � \�J �// /%%%/// / , inch concrete monument with cut "x"; thence North 89 degrees 46 minutes 25 seconds Easl ��� ������ l � � � / � �� � \ arallel with the south line of tl�e East Half of said Noriheast Quarter 1,32122 feet to ihe east ���/���� � � / Fwo NE'AE' PER FIRM MAV ��` ` I�'�ne thereoh thence North 00 degrees 00 minutes 13 seconds East along said east line j����������� � � � � /� � �—� Fort w� ioH couHiv, iHOw�n �� � � ��� � 7,472.56 feet M a mag nail with "Benchmark' lag found; thence North 12 degrees 58 minutes /�� �� I � s � r�uv ER 7805/COYOBF �� I ��..�— --� �������� � � EFFECTIVEDA7E:F RUARY19,30Q7 ���� � 42 seconds East 260.57 feet mag nail witli "BANN W G ENG FIRM #0060' tag sek thence NoM ���� �� ��� � � � �, � rn. e�v. � au.o � � �� f�-� � 77 degrees 23 minutes 42 seconds West 34.14 faet a rebar set; thence North OS degrees 43 '� ���/ �� �� '�t %j ��� y � minutes 30 seconds East 140.32 feet to a 5/S" rebar wNh "Benchmark' cap found (hereln �� I � � � � � � '— "� � � � � � � � �"� � � _ / (�� � \� � � \ � � �' \ � \ S ( ��-1 / \ -�ll� / 1��3�, \\ > / referred to as'benchmark reba�'; thence North 18 degrees 38 minutes 33 seconds West 67.49 I \ I // / 1 �-� � / � ill�� ��\ \�\\ � feel to a benchmark rebar found; tl�ence North 88 degrees 01 minutes 34 seconds West 20025 V��� � � � / � ��� �� .a '���L� J/% feet to a benchmark rebar found; thence North 00 degrees 53 minutes 19 seconds West 34.11 I � �I � � � � � �'�' � � � � � �� ! ��� � �� � ����� _ � %/' feal to the POINT OF BEGINNING, containing 48.948 acres, more or less. I I//� / J / I � / �� � I ✓ � � -- --_ �� '� �//�/i I I � � �, � —,_ _-- ----=' — / �-� �� ���</// � ��= �/l/ �� 1 ��" %%/J� / /�//i �� — % � I I . / � � 90/ � . / � /���� �/ /� � �� � �. %.� � �1 0 � �` �� q � � N 0 100' 200' o z w � =o o V m y y J W rc � U LL O H U C W a E T h J -j � � � K M °o a+� n � y o m yc ° u W W m W m � � U N � LEGEND Z EXISTING O 0 MONUMENTFOUND � (SEE DR4WING FOR DETAIL) � 5/8" REBAR W/ CAP STAMPED J "BANNING ENG FIRM #0060" SET O W � MAG NAIL W/ TAG STAMPED J "FIRM #0060' SET W �C � UNDERGROUND GAS LINE Q G � UNDERGROUND TELEPHONE LINE � � � — �^N — UNDERGROUND CABLE LINE � � E UNDERGROUND ELECiRIC LINE _ � s SANITARY SEWER PIPE LL � s� STORM SEWER PIPE �/ � FENCE LINE LL � ^ Q �E OVERHEAD UTILITY LINE � � LL Z TREE LINE O �/� = Q �.� �� ♦/1 F EXISTING POWER POLE O J �/, Q m MAILBOX � O � Z a TELEPHONE SPLICE BOX ( I� a GAS LINE MARKER Z Q O J i7 FIRE HYDRANT � Z � C a SIGN � � GAS VALVE v, � J Q �i REGULAR LIGHT POLE W � U U �s� SANITARYMANHOLE ,,,,,,,,nn unu,� \\ ���N�m .. ...........3��� ✓ ;�Q_o � �a-��, >'m,� oo : _' ° o o w <'. �- =_Q:; zo < -`a= 2 = r� � ?;� o = � y ��:�'6 O� .: �` ?.�"-_ ., ��� I � II� o "�,' �' o � V � O C U ��.mo; ZWro-,m.c �J^�,�m \Wv�a�,W c W^ � 2 .c c Zoo��� V�JO �6,C Wm�"��� �Zo.Cm � O��m M `M-J lll � j�� W W Project No: 10135M Shee� NC 101 C O D A � N N O O E m Z a LL � C a - N \ W n � 0 O T .a N m O � W ma �� / % �� \ 0 N . �� A M � N MILL EXISTING PAVEMENT 1 Y" D MT NSIONS ARE SHOWN TO ��� � ��� -- ° ___ AND PROVIDE NEW 1 YZ" HMA THE INSIDE FACE OF CURB �'. � ��-�-�-���� SURFACE TYPE'C (9.5mm) UNLESS NOTED OTHERWISE "� `- � SAW CUT EXISTING � ' SEE SHEET C206 END OF CfTY � � FOR CONTINUATION EDGE OF PAVEMENT & WORK REQUIRED PROJECT � ' w WITHIN 116TH ST. RIW � ___ -- ---- -__ — --- ,____ . ---- -- m � : �� ,. ___ ___ ____ _---- ---- � : " __-_ '— -__'- _-__'_ -'- -__' -_-__'—__ '-_-_-__'-_-_- _'__- — _"�- . ________-_ _-_-___ _-_-_____-_-_____-_-_-___-_-_-___-_-_-_____-_-_____- -_-___-___-___-_-_-_ _ ____ --� ° U - - - - 116th Street --------- — ---- � " PROPOSED CITY � � _ - m� � , � � ,_ � _ — - � _,p _ CONSTRUCTION � a . . , . . . . . . ., .�� . --� . , � � - \Y� _ _ �,� ROUNDABOUT � _ a PRQIECT UNDER I I I �� � � � , , _ '� , ., , � , ,� , , � ; � '� ' ;� � _ _ . : , , , � , , . . . . _ __ � LL ' �_ � _ _____ � � _______________________L____________________ • � � APPARENT IXIS7YNG � w �� ~ --- ------- ........ - Z ��� � I 3TOP BAR �Sb 1/2 K16� a3 �� .. 'U" � � �_ ' a � �� � a O a� � E � I_ _ __________ _____________________________________________________ � _ � � T -�--- SANITARYSEWER EASEMENT _ ---- _________________________________________________ h = INSTR. #200400074853 ....���--- -- � � x � � STOP SIGN IXCEPTION #7 O � ..� '. � °� o � ' _______ � _ ____.r � � � ' _______________ A __________________ __ ____________________________________ m • ____1___ _______________________ L __ ___ __ �_ .. � __________________ � _____________ ___ � y .. �� o � � � m v � � _____ 15' LANDSCAPE BUFFER YARD �� p' �"'' � "' � 15' LANDSCAPE BUFFER YARD �i ' .� � ���� W 3 � � m I I c i`� i �� '17 � `11 � i i i �^ w m a ` i \ � � _________________________i_____`____ i � � U u� o ________ _________________ _ ___-_r I ' _ _____ __________ . - ------- - � : - ----�--� i . , r— � . �� �` � ! 15 ELECiRIC �i �. � 15'ELECTRIC ��� ��� � ��� � EASEMENT �___� `� , � � � EASEMENT L___J _. � ; , �) i I" � i SEE SHEET C206 FOR �� ,�i � �p�.__ � � j � REQUIRED WORK �� { IIIIU ��. � i � � i WIiHIN 116TH ST. RIW � � , i i � i i C i/ i `• i I � / i / � � �i i � l � i � ao � �.� � � I / � p I A i % / ; � M � j .. � / �\ � / �� I � � � • / , / / I �i'�'i � ; � , � ; J � , �� , � � , a , , , , � � , , --- ------ -- ----------- ---- � i 100' B.S.L. � � � � ` — — — — — — — 700' B.S.L. � i / �� � j/ i� � � � � �i W � � i / � � � �i � � � � � � / �� 0 30' 80' � � �� � i � / � / � � ti � � / / I � d�� ` / � ' � / � � / ' I I I� � � � ' i% � '� � ' , ° ° � %'� ' Q , � , ; , / � % C � , / i i i i i �/ � � i Z � � i Q Q / i i i � � i � i i � � � � i i � � � ' � , � , � IIo-�� J — a z , , , , , � �' �' i �� � 0 2�2.or � � �0"�1 a = Q � r / � ,' ,' � ,' ; � % ° � J f/� � , , / , � � / � � ''� 0 � , , , ,� ; j • � � Z Z , , � � , , � 1 l � l ;� i � �r �� � >_ � � , , �/ > , , / , � , , � ,- ;; ; ,- ; � TEMPLE � ;" ; Q Q O � , , z � w , , i'w � � ,' ' ' J 1 ; i ; l � � � � i i l i !� � REFER TO LANDSCAPE � � ,� p�� WL � Q � � � � � � �/ DR4W W GS FOR ALL ITEMS � � j` � r � J Q �+% i WITHIN TEMPLE FENCE � I � � ; ; i ; � , � % % ' -� (/� Z U U � , , „ , / 0 Wo l , , i , , l � ' i ` o , ' � I � � i � -�° � l � y� � /, C I , , , , KEYMAP , , � � , , , � ����������� o rc ; �� ��� n o � � � � ' � �� I LL i �, NO SCALE O`�� \�� .. ��� �io � � w' ;I � ,� ,� � , / �m 1 � ��oao��4 PLAN NOTES ,m�?,000 o,,,a?�, I � o , i , � I i �� 0 O l ' R/w so• a _a.; zo < z_ � i � i L i i I � � RIW PAVEMENT, SEE DETAIL 5 � - ,� a� J N � i A i I i i � bj � � 5 /y��,,a ��, ����: pj , / \ � , ; i '� � i � ;' � LOCAL ROAD PAVEMENT, SEE DETPJL� .��y��r 'Q��\� ir i `4 � � � I i i �m SEE SHEET C207 FOR ! � QC LIGHT DUN CONCRETE PAVEMENT, SEE DETAIL 2 � �����pjjjjjjj0�"� � � � REQUIRED WORK I � � HEAVY DUTY CONCRETE PAVEMENT, SEE DETAIL 3 I i � �'.p � � � � WITHIN SPRINGMILL RD. RIW � / � � � e � i i I i � � i I i i � i � I � ; � CONCRETE ROLL CURB AND GUTTER, SEE DETPJL � i i � � i � °u �l i l � � � I � � $� REFER TO LANDSCAPE � � ' 0 MODIFIED ROLL CURB, SEE DETAIL � I O� DRAWINGS FOR WALK � � Y � O O � I' '� B �F '� � ,8 ,8 � ,a *g / AND DROP OFF AREA � ��� � % Q COMBINED CONCRETE CURB AND GUTTER TYPE II, SEE DETPJL 5 n M�� � Q Q ((� � SEE SHEET C208 I � � I �`- S�GNP � � ° ° d � � � � � � ;� � COMBINED CONCRETE CURB AND GUTTER TYPE III, SEE DETPJL� � I n� O•� U FOR INTERSECTION i i � � �: � � � io io io � � i ' 6 V DETAIL I i � O O O � O G � � I ,,� OO �NTERGAL CURBIWALK, SEE DETAIL � � W ��� I � � �.rpp � � � � HS. P '' P P I ti 6 RS I'' P P� P� P� y � � I ��� � QJ CONCRETE DEPRESSED CURB & GUTTER, SEE DEfAIL �� � I\ �^,C 'L m � � F, & b. 6 b. u& � F, & � � � � Z�\ �� �m a 9 � � i B� '� i 8' 9' 8' 8' 9' 8' 36' 45' 8' 8' 9' 8' 8' 9' 8' 8' 9' Q`^� � � % � CONCRETE SIDEWALK, SEE DETAIL �Z J m °i � i i � N � I in in in � i� � I � I ��� QL ASPHALT PATH. SEE DETAIL 8 \ W��,� W•C o I i i � � � N �. 12' � 90' —0- �� � 99' —0- 12.5' 29.5' � � � �I � I � ADA R4MP. SEE DETPJL 6 7 8 11 � Z Q\�,C W I � i j J R62 APPARENT i � j O � C� E� i � � � i 55, �5¢ �� � � � P ❑ EXISTING � � '� � PPJNTED WHITE PAVEMENT MARKINGS I^� Q � C 9 I i i �`N i �' � I �� G � G � G G �6 � N I Mqpp� G � I'- l � � OO PPJNTED BLUE PAVEMENT MARKINGS � Q W� m C �` I i i � i i I - � � G � � ' � � O P�NTED HANDICAP PAVMENT MARKING, SEE DEfAIL � � W m 2��) m I i i � i i i�t �O� ❑ � � ��-- � Q HANDICAP SIGN, SEE DETAIL � �� O C � i i I i i� � C � R 6 `g RS R p C' � I � � j � TRASH ENCLOSURE, SEE ARCHITECT DRAWINGS J�^ C a � �'-- 1 1 ����� o I i i 26' B BC i � I a a � s R� � i j� �� �� �i� � O COMMERCIAL DRIVE ENTRANCE, SEE DETAIL e m LL U � r I i i p• I i i I � � � �� � � �� `�4= N /� i � '� �i i�� j � PPJNTED WHITE PEDESiRIAN CROSS WALK (h � m111 m I i i NGR SS/ i i I rn a � O a �6 � ?0' I i I�__ ; II � lii � W 9 i i C'R�� � '9 2' 18' 15' 18' 12' 90' 99' 2i5' 12.5' 25' � 18' I i � i� i i I i j �i��i� I UF Q LANDSCAPE CONCRETE EDGING, SEE LANDSCAPE PLANS t� (\ �� a i i DRAI�JAG i i , �g i � i-I i i il ii i I LLpj � DECORATIVE PERIMETER FENCE, SEE LANDSCAPE PLANS �� u I i SMNT. i y � � � � 6 `O P ��y. � P I I I il� , !il I �a m� � � � � � � � � ° ° M�ATCHLINE 'B' SEE SHE T CY04 i � o i i ---i --_-- - -i ---i I- ---/ � -- -- ----- --- ---- - -- ----G----w ------G--------- G------- - G w G I II Illi j =� �BUILDINGPERIMETERCONC.,SEEARCHITECTPLANS 1��������� ���������� I � ���� � i WLL � � i � � s i a= i i I i i ' FOR NTINUATI i I � TAPER 8" CURB TO 0" IN 2' Projec o. 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"� o 0 o W a � m � o ^ z w g m a e U ? o W a I i i NGR�SS/ i .9' i I °> rn a �� � � �� •?'2�, i^,i A° � i � i i� ii; !i i � � i i DRAI�JAG i i 5' 18' 15' 18' 2' �� 12' 90' 99' 12.5' 25' 18' � i � i i I i�� ii i � �� � i SMNT. i I ,o �6 i I i i i�l �i i I �w i ii i �QC� m P �. � P I i ilI � iil i i � i i I / G G � G N �g G c°i G I i � il i !�I i Wrc II / �� ��� ���� � � ��������� ������������������������� � ��a � ��J���� � � I I � I � ��FJ� ���������� �������������� ���������� � � �� I I �����������. ����������������I����T� ���I��� � ������ � ��� � � �� � ������ ������������������� � � ����� � ������ I I i i � � a II��I TCHLIN 'B' SEE SHE T C�103 ! I- ! I � � � a, � � � m � � � c y�6 ,p c � � c N � �� � � FOR NTINUATI � ! � , , . , � i i I i i QS' �5� Q� P S P � i I I ' i � I I I � I I � _ 1 _. .. I I ! I I I I � � (i' � � I I I I � I !�j ,[� O I I I r � I I � " .p N N I' I I � � i� � � I `' a-y as� s.sr z �s� I � ! i � B I I I I i I i i I � � � fO P P �S I SHOUL ER � I ' /l`/ //� I I � I I I � O C O C Ca I � � �%/ I g,T � _ G N N SEE DETAIL ON i � , I i i � � 3.14' � '�Q G � � I �6 I �'' � SHEET C207 i � I I i i I i �i �_ *6 io � io � � � � I � I i i �u�S Ft3 . � i i � I � � � I i i I a G G �u` � G � I i i � i i W'I i i I �h I i 50';RIW I 0 N m ' � N 0 � � w � c p o V m y y J w �� U LL 0 30' 60' o � U C NOTE: a DIMENSIONS ARE SHOWN TO � THE INSIDE FACE OF CURB E UNLESS NOTED OTHERWISE h I �i � Z � i i � � G i i I � s � � � I J' � � �a� � Zs �a� �s �e� Zs� �a� s� s� .r �o� s� �a� s s� � � i i KEYMAP � � N � i � i �� i j i i e 220.73' i i � NO SCALE 9 m o � i ai i � ,� i i .. � 'i o' � V ' ° ' � a , � i � � w 3 � s+' m I ' �' ! ' ��°" ' � a � i I � GENERAL NOTES ° ° ' °' ° � I i' /J�\ i' � i i � � . - � i Wa p¢ ; ; 1. All xrork shall be peRormed in confortnance wilh SWrmwater Technical N I � �y � i � J bh � � U Q I I Slandards Manual for Me City of Carmel. INGR�SS/ I G � � 00 � � EGR SS ' N - � � N} I I 2. No chan es in or de rture from the lans or s i g pa p pecifications shall M � �� i DR41 AO i i�m Si n n / � I I � Vi � a � � I ESM T. i ao i LL I I be made without prior approval, in writing, by the Engineer and or i � � � I`� ' I°o ���` �� I I noUflcaUon to �he Cily. � i i ZI ' i i � � � ao �� �'� i � m � � 3. The Contrador shall be responsiWe for obtaining all Federal, State, i � � � � � � �� M E ETI N G H O U S E � ; , , Ciry permits, or any other permils required. I � I � � � � , 4. Before consWdion b ins, ihe Co�actor shall field ve the �i i i i � a � SEE SHEET C207 � ^h' i i j � � � C � � C C I FOR REQUIRED � ; ; location W all utilities shown on the plans, and contact all utility � i i i i � � % � - WORK IN i I I companies to locate all mains, conduits, service lines, etc., in the I i i �� i i I � � SPRINGMILL i I I conshudion area, and shall protect all such uUlNes during canstruGion. I ii i � � 'i I / a , I RD. RIW i i a � 5. Before constructlon begins, the CoMrector shall notlfy the Developer, Ii____ i � i i � 'v ^� � APPARENT � Q I O I andlor the Developers Engineer, so that an inspectw may be present. W �--- i i I � � o ' , �, , 6. It shall be ihe responsibility of Me Contractor to maintain quality conVd J I i i i i i I I IXISTING ^ ' i i I � � � 25'WW PER � I � I throughout the prqect; failure lo do so may result in removal and I i i i � i 18' 25' 18' 15' 18' 25' 18' 6' a i � L.L i i F� i i � � COUNTY i � � � replacemeM of the de(edive work. It is recommended that the Developer � �i i � � i � � - � MAPPING � � � have a qualified inspector on the job site at all times during construdion. 30' DRAINAGE i � i I i i � � ' � � EASEMENT i i i i I � � I i I C I 7. The Engineer shall ba notifiad of all field tile located on tha site w �� i i I i i M G G � i � •` � dudng consWCtlon. PJI such fleld tlle shall be Incorporated Into ihe � � i i I i �i � � /, / 'g � i ; O, � stortn sewer system so ihat it remains in working condition. I� i � � R h R _ I y I 8. Plans shall be bid as a workin s em. M ertas or omissions � � i i r i i � S Q- S P � i � � 9 Y� Y � � � � � a � o R . I i I shall be brought to the ariention of the Engineer prior lo construction. �� i i II i i � � �g � �g I I �s �� � I i � In the event of the wntractor's failing W give such notice, he shall Z i °,.', � / 209.9' � � be held responslWe for the resutts of any such errors or anisslons, � I� � � I Ei5 S' E�5 � '8 M. p o, I i I��j �� I and the cosl of rectitying the same. i I I � I I 0� i � 9. SWCtural NII shall be compacted in maximum 6" Iffts to 95% � Q � i �i i I i i� � /n, � �� � � i i i S�andard Proctor. � � � I �i i � �� � I i �� ; 10. Liabiliry insurance policy shall be fumished to the Developer before Z i i i 1 �' � i '1 i1 i N a a N bi '8 SIM. � O P ' I i I I any work is started. J— a Z � � SAW CUT i I � 11. The Contractor shall notify the City M Carmel ffi least 72 hours prior T II i �i �� � �` `� \� s � P p � � ;o *� IM I �_ C I EXISTING i � � to any bonded or bank credk letter site improvements are Installed. A a �/� y Q J � � � eo i EDGE OF I� I V J � �� �� �� �� � �\ � - G G - I � � � PAVEMENT i � i pre-consWction meating shall be set up with the Cily, Contractor, Enginaer � � , , � ` �� � i , , & Developer prlor W any conaWCUon. PJI paving with the exlsting and J 0 ,� 1 `� `� \ � �\ � ' i� •P G �i � i I � proposed rlw shall conform lo ihe requiremeMs of ihe Cartnel Depar6neM � O Z Z � � �\ `\ �L � �� �\ � � �.�0 � G �'p?�, i3' � � RS � i � of Engineering. The Condactor 5hell coMact tlie Depertment M schedUle O > � � \ � � '� �� `\ \ N � r � � i I � Pre-consWdion meeting to renew construction requirements. StaB a � �� ` � �\ � notification requirements required inspections for certain stages of work } � O J % \� \ ``�� \� \`\�� �\\ 8, � � I I the exi ting and proposed Cily ��BM as ft relates to wodc wiMln Q � L / � ` ` � `. � � ' i � 12. No earih dislurbin acll J r � � � � � � � I � g viry shall commence witlwut an approved ` � � � \ �� � � � � \ — — — — —�? � I GRAVEL SHOULDER � sWrm water management pemiit. r N �� � `� � � � ,°$ SEE DETAIL ON I I W � " �� � `� � '� �.` �',,�� -- --- ---- ---------35'B.S.L.--- -- -- � SHEETC207 i I I L IJ� _ — _ — — — — — — � � ` - --------------------------- - ---- -- - ----- - ---------------------------J R � r J ---- - -------------- ---- - --- -------------- ------------ - '^ Z \� \�� \``� �\'� 30' D. & U.E. '3 O I � SEE SHEEf C2W FOR vJ � U U � �. `� '� SEE SHEET C208 R ' � REQUIRED WORK IN �� 't SEE SHEET C208 FOR INTERSECTION 3p• µ'� '� "� j � SPRINGMILL RD. RIW � �� '� ```�'�,,, FORINTERSECTION ��� � i �pW���i���nr � � �� �. 2� ' "'_'__________DETAIL __ _ ______________________�� '�� i � I J����\��'�,•. .,..��j>�� � _ ___ ___________ DETAIL- ��� 2i� ✓ \ �. . �� ------ -- -- -------------- ---------- - ---- - ---- i I .�.� ,:,,••�.,,,.„ � PLAN NOTES � � � �. � �� 4 ; Q =�o � � �°�-, � , \ � � � t - ' I � RNV PAVEMENT, SEE DETAIL ej = m�w o o° a`_ �_ ' =_Q.; zo < _:a- \� \'r.� �t_,_ Z� ZZ 2.�yQF � Z4 � Z�J � � `y 0B LOCALROADPAVEMENT,SEEDETAIL� = �•�, i"� �?i o= �\ `. � ��. ' --�------L------�--- ---� - ��------ LINE A.__—.__�.__—.__1.__—.__ o �ZN _ N _—.__i—.__—. �—.__—J_L—.__—.�_—.__—.�_—.__—.i_—.__—.L_—.__—.�_—. _—.i—_—i—_�. _ i--.- -._ O e �y�a.,� '���': `� . o� . � B C9 � C LIGHT DUTY CONCRETE PAVEMENT, SEE DETAIL .y ���^�^^°"Q�����o \ N—W�W � � / �� � 7 _ �;�. ���� � I ��HEAWDUTYCONCRETEPAVEMENT,SEEDETAIL 3 �����iii����""0� \ \`• . . ___ � \ �' , / -.___'_'____________________ __ �_�_ ________ _____________ ___ __________ ____ __, �. '17 j ,P'___. �CONCRETEROLLCURBANDGUTTER�SEEDETAIL 5 \� �' ��� ! CONCRETE PER COMMERCIAL i �� 15' D. & U.E. 25' ACCESS i CONCRETE PER COMMERCIALe ` Rg I ' I Q MODIFIED ROLL CURB, SEE DETAIL � � i DRIVE ENTRANCE, SEE DETAIL `� �� i l ��'--i_ ___ DRNE ENTRANCE, SEE DETAIL i EASEMENT N � I I � ' / _______________________ _______ _ _____________________ _________________ ________ ______ _____L______________________ � � � ---i----- i r-----------'. i i QG COMBINEDCONCRETECURBANDGUTTERTYPEII,SEEDETAIL O� � � • � e1 i i ' `.• I � � DR4INAGE � �;L� i �-------------------------------------- ---------------------------------------� i �` I �COMBINEDCONCRETECURBANDGUTTERTYPEIII,SEEDETAIL 2 ^ � �% EASEMENT � s, / � � ` i i � M � � " � - - - - - - - � � � �I INTERGAL CURBNVALK SEE DETAIL s I� � ^ .L` O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � i l i 35' B.S.L. �-- � Q (pl � 10 V� O� U i l i i r� i " """""" """"""""' 'L ""^' """""""""""""""""""""""""""""""""""""""""""""""""""" ' J CONCRETEDEPRESSEDCURB&GUTTER EDETPJ � / �L • • � I I I � CONCRETE SIDEWALK, SEE DETAIL 12 ' SE L � � � ^ C ,C , / , " �' "'' MATCHLINE B SEE SHEET C202 �� `y �\� M C 0 � � i ASPHALT PATH, SEE DETAIL �! � ,� ,� FOR CONTINUATION i DRAINAGE I I � 9 "" � EASEMENT I I \ W�Ii � C i � i i I � � � ADA RAMP, SEE DETAIL s � $ �� W �, �'� � � � i I I I I � PAINTED WHITE PAVEMENT MARKINGS � Z Q\��C W � %� � i I I I O PAINTED BLUE PAVEMENT MARKINGS \ O � C� o - FUTURE DEVELOPMENT GR4VELSHOULDER , i � � � � ��ao � c � / �`' � SEE DETAIL ON i I � PAINTED HANDICAP PAVMENT MARKING, SEE DETPJL � W Q m C i � i SHEET C207 i I I g Q��� C � � i i � I' I � Q HANDICAP SIGN, SEE DETPJLe � m�. 2(� �m � O� / � i m I I � � TRASH ENCLOSURE, SEE ARCHITECT DRAWINGS \��.0 i � j i i .l4� � � � R3• � � OO COMMERCIAL DRIVE ENTRANCE, SEE DETAIL � J V^ L` � i � i �il I I � O�� (a � �'�c'< ���� � �% � I � � � PAINTED WHITE PEDESTRIAN CROSS WALK U � m ;� �-�� i� '� �� i� � � I � I Q LlWDSCAPE CONCRETE EDGING, SEE LANDSCAPE PLANS M �-J W i � �.�_' �� � j �� s I I � � DECORATIVE PERIMETER FENCE, SEE LANDSCAPE PLANS � � Q� ��� � � � � � L � � � BUILDING PERIMETER CONC., SEE ARCHITECT PLANS m � �� j/ i I ��� j I� j �TAPERB"CURBTOO'IN2' W � � DRAINAGE I I � i � i EASEMENT � � SEE SHEET C207 FOR O � � ` SPECIFIC HANDICAP DETAIL Project No: '� %� '� I I � �7[y� 10135M REQUIREDWORKIN I I V� sneetNo: � j � /� SPRINGMILL RD. RIW I � I I GR4VELSHOULDER �� ��b��� Q � j � ��� I I j SEE DETPJL ON C 104 � � � � .� � SHEETC207 ���� i i � ! � ��" .___::::1 ., 0 � __ N �y � N ����.. ^ 12' CMP OR EASEMENTS SHALL BE PUBLIQ . '°� � , _ - � 5- � o 12"CM INV =851.46 ALL OTHERS STORM DR4INAGE � �'- �� INV =851.07 12" CMP SiRUCTURES SHALL BE PRIVAiE. T �� �' I � FOR ENTRANCE GRADING INV =851.43 , �;;' SEE 716ih STREET ENTRANCE PLAN NO 100YR FLOODPLAINS, FLOODWAY Q -� � �, I SHEET C206 �2"CM FRINGE OR FLOODWAYS EXIST IN _;� r , � ' i INV=861.06 PROJECTTM ' THISAREAOFTHEPARCEL -------- �- �---0p:�--r-�F`- - '���` - � � � ' ° I I w '----- - ---- ---- ---- ---- ---------- � - :.= -..... -,� - -- - - -- - - - - ---- - ` - - - - - - � �� -- - - �-- �� � � �cc `_ �___ i `s--g������ --------` W : / � UNDER ONS CT�IONT 'i � o �r �� � __ __ ssa 116th Sbeet S 89°1138" W 694.90' e ` � > a r � i I m w -__ _-. -_-_ _-_-_-__ -_-__ -_-_ -_-_ _- _-_-_ �------�- i ___ rc f -- --- L I_. �� ,.{ � --- � �� �-- � ------ S.t` � --- ------ ----- --- --- I a - I : I U -- � - � � - � - - - � I . � - � APPARENT IXISTING - - - - - W _ p' N 8H° ' � I SE� - o --- --- _ _ _ _ --- _--- __ k V � ` - __ Q% �i� ,. . � U �= ' ,s.s�,nww - �. �%�'V_ 200.2 i FOUN � ec ass.ze - .307C �TC 852.88 �� 85L.72 BC 85L.72 I 00 ' � 3.87 rC 8b3 700� � a -��' � � _ � � ' � � � � � � - - - - -__ ; _______ . ._ . � __ w 851 / 852.98 852A3 -�-��-�-�-�-��r-��-�-♦ ♦ - ��"=�s ♦ �, '• � :�� a ___ ____ ____ _' ' _ __ _ - __ '�° ..... r ..... ��, i ,-'� i S8 _-_._ - , a� 17Q ______ _ . ___ _ _ _- E 7C esa.007C ` � asaeaic PE PE PE a53.ra7C .....� P T... 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V i i � --� -- � . � i , � �v i H _ O . . , i Q / „ � �D � :� FL :� eW�. . _.-- .. � , , � , ,, , a Z % ; % i ; % ; l aw g �pj ase.so Rp' ese.so - � arw.� ,�' �� ' � q � � � , � � _ �, � � i � � � � � 6%.38 ' � � � � :.! � �"�, i i �N , ' i� � � i � 8 60 857.00 858.98 ' \_ i i � � ' ` i i li i � TN , ' TN 857 i A� � i � � � �/, l i � � i � ' �- / � .' „�i � � . � ♦:� � i �' . i � , , , �/ , ,'� ; ;' i � ' � ' I �..� �� f � % i / �� 4°?3��'� ;h, � p Z � z / / / / i N / � � � � � � l o � � Qi" l ; � , � � � i � , , , � ssi.00nv � , m � KEYMAP � � U� Z Q � i i i � i i i� BW 854.W '� � O � N� " NO SCALE � i � �� ; � ; � ' � ; ; 1 � '� A � '� � l � LEGEND Z J 0 � � � � � � � " �� j �` ;: � � EXISTING � Z � � A � � r � � 'i � � � k� � . q � ��� „ � 818.5 ° � � � �� G UNDERGROUND (iAS LINE � 50'I.E& i � i � i � ��'�s � � -� � oi`, �� ��� � " ��" i UNDERGROUNDTELEPHONELINE � � _.__ . � _ � .. DRAINAGE/ , ���� � , / , , ^ , , TEMPLE �� �� � Q O � EASEMENT 'I � � � � � � � � � � ; � � � I � - CATV - UNDERGROUND CABLE LINE Z � � � � i _/ i / i � i � � FINISH FLOOR = 857.00 �� ass.es I I � � � � �� � � SEE SHEET C 03 FOR / � �� � � � - E - UNDERGROUND ELECTRIC LINE � � � � - �5 � � i % i i i � � �� : �3� � � � ;� S SANITARY SEWER PIPE � � � i i i . i i i - � � i i i l i i i i � � , � � : ,-i- ----__ _ � ENLARGED TEMPLE � � \ '� , � � � I a ST STORM SEWER PIPE Q I i i i I i i '� I � 851 _ � , � �� GR4DING PLAN & YARD � ', � v� � � � I w� ' � Ip � r� � J Q � _ � � ui-- i p � �`. I i :� X FENCELINE '^ � I i i I i i ,� � I �. � DRPJN PIPES. ROOF DR41W � • � � O ° V � U U � i , � / � i i �� BW ���� PIPES AND STRUCTURES p � � O a o �^'/ I ,,�� � �/ �HE OVERHEAD UTILITY LINE r � r I i i � Y � U� � 1 � � � � � � � , � � ' N } � � APPARENT TREE LINE � i / i I I� r% i m o� i } , F � EXISTING F \o��UUnumq�� I � I� r �V I / r i i I �� � � w r I/ i� a1 /� RNJ PER EXISTING POWER POLE ���� � /o�� ✓ I C ��� �,�� I i �j, i / i I w W i i I � y ' 7W 857. . � j � � i � COUNTY il FIRE HYDR4NT `�C�,.. ��� ",., "�� � � � � " � � � M . �m MAPPING a Q=o a� "�9`%G, � , I iQ /' �. � �. ,� �. � , �� , , �. � , , _m. i � �� � .88 . / , A VALVE : rc o o , y cs . m � w . 053.5 , , - - - W � z" - I 1 I � I q I . , i 'w " / J � w ¢ I� 1 I � I 1 I � � I � o� \ 0 I � I I 1 ; y ~ ' � S � / � � % I, ' .:� �P(�Q �( RE6UL4RLI6HTPOLE _a ;� z o � z, o_ � � I i � L i �� � .r �in ESS.w 0� � 3 �. �� ,' % � i � � 1�2 P�SE ' y';�'� o� �� �, � i i i � r' �� &5a. - Zy0 FR ;� ev�i I i R/W �, I 'us I � ^ � ' ;� , "�I � es2.a � � Y�\ . � � - - � � __: __-- -___ . I .� . �si SPROPO EMANHOLE �'/�y 3r� Q����, � � � � ' � i . i � N �� i l.••eo... � � � 1 M� i i � 17 15 � ,; i � . � �� „�" ��� ,� �• _ - - umin � i i �i i� � �� FORORADIN INT ISAREA 853 � _-"". � •• �� .��� � � � .W@Yd' � W�� �� ��� � � � �'h m � � � � '_ ����n m�oo S SANITA SY SEWER � , i �� I � ;,'106 ,� I SEEINTERSE TIO DETAILS -- -� � fnl � STORMMEWER i��� i � i i ,�'� i i , W , /� lul. .50@l4 % yp �% I �� � �' � � � �� �� WATER AIN � � � i� SHEETC208 - � ..��� � � i � g� i i���t�� � � � W W " � y� � ! .� - - ICE ' - W yD / / I N � E ELECiRIC SERV � I � � I � I 1 I � � � W � �____--= � � � �� � �. , e � �a� a�'$/ � � -o- cnsseRVice p 0 I w vu. w � � ' � �� � �� ' � = :,�� -�- CONSTRUCTIONLIMITS � (� V � i I i I i-I � i i y � , �' I �3o ass.w asa.zo .a 853.50 essso �p� ; � �� �. M�� - asa. � � � i _ ...,... � - - � - - - - - - a5a.so 853.50 � �� ; . � � °h : � •� �� -SD- SUBSURFACE DRPJN � � � O C V i 1 I I � 852.00 853.40 C � 3. I � I�l i � i i i i i ; � � � � � � i T i i C i � ' � 85.80 ' ! 7C86280 � 7C �3� 1. 8 90 852 � ic . � � �� �� -RD- ROOFDRAIN W(� � C TC � 852.90 &52.80 C 852.80 Z '� � i l i I i � i 1.12i i I II i �'M l i/ CURB �\�(ii�.0 l a'�. � 851 i i i �� � e5a.ez� i 5aaa ��,ss j .�a � SUBDRAIN ' � � , I � � � j � P Q� m 0 � � � � � � � � e�z:ae \ . � �•) � esza � � i� . , � � CURB UNDERDRAIN (p � C m ' v ��'' � � � j ,� � � t. e s r c �i a s t. e a � c � a52.so T � , � r c a s s. o o � e s z. e o c \ S E E D E T A I L T� � I ; I \ W V J !�, �..W C i y , , , � � \ , . est eo y. � � � e5z.w I . • SANITARY MH •� I I I I �' I I I ' S i + � � Q .', 2� '. � III ` 5 m � i ., I i i I i i 850. TC � � ' �.' � ' 2 5 7 Q r � � � �- i � i � � gsp, i � C : . a' es2.wic � . 85 s, � � � �� �f C.O. � SANITARY CLEANOUT O � C C ' ; i 852.00 2 � TC852.60 852.0' 852.50 C TC852.S0 i TC 7 �� � •� `-, i i 1 A i i i 851.87 ,' .� �85 , i 852.00 `o 852.00T . � 85225 � � ��� � � � �_ �m � I � � ' � �' 7C851.70- � , 851.W : � i � O STORMMANH E Q � � W I 2 8512 ' � � G � `� �� � �� � � C � -+ i 1 i / ;- ;' ,, "� 2 C � 1.35 � TC 2.1 .1 TC � � �', TC852.70 � I � °�� i ' o: � � O ; �_ , , _ , � - . i est.eslc i ❑ � STORM INLET C � �, z° I i ; I i g � cn i i i � � pp c : � : Q y p y � c w �/ ' 14 SANITARY STRUCiURE NO. W � m � u � t . i I . • � I -� , 85170 T� �:� � ' 857.70 � : � .80 ' 857.6� 7.60 , 857.80 TC �' � i �� i Q V � � Q � � � �� � � � � " G ,.: 1 � 129 y� � '�� IGSMYY�01M. � '� 0) � I � ; iC a52.7 gs� sp � . � � � � ; � �'� �� 110 STORM S7RUCTURE NO. � m � �C �� i i i I i i i . --- � �q P' ; � ;. � ' �� 852 � �a6 � � � � � � � I I � -" 85t60�� 85t60, . � �6lfpl�011� �$ FIREHYDRANT � \ Q m � /� ry� � i i i I i i � 5� es ', m_� i �,--_ � , �z.� c rc esi.w rc esz.aorc i rcaei.� 1C � � � , 852.75 SPOT GRADE .i � � C , i ' v i � 2 ao �"� � „ � � � ; DRAINAGE FLOW � � (a � _� i � � i � i �I i i Qp i :i � ¢7': U" � � . 85720 � ;I � � � g " � � � y i ��'` ���`i I� i i � i " 850.a7rc 3� � al ast.7o rc ic851.70 = ast.7orc ; � rc8517o =i .7a i / e Ir �DETAILNUMBER �/ A W ry•�, LL I I I I v� I I- h I : � � a i i °' � � ___ i 85120 85120 i 851.30 5. 1 5120 i �. �� �� M '_ � � `� a -�- � � � , i i � � � j � SHEET FOUND �M �.. � � i � i� I i i ��0� aso.a /� esizorc t� �_z � i.2orc i ic tz � � � '�✓;; �Oh� �� I�� � ata.5 SUB-DRAIN INVERT Op (� Q� � I� I � �5 ��� � / i 85070 85070 850.80 i 85070 �., 85070 i TC� 850, � , o , i i �o ° I �� � E � � � , E i � \ �:85TC \ aso. 7C :� 850.�0 �' � � i i i O N i i u' I V�j TC TOP OF CURB OR TOP OF CASTING �� � � v� i � i � i i I I � �� 850.58 / 850.14 � �� ,.... 850. C ` 850.e0TC S� � TC8S0.30 � � in 850.90�� � 0. � BSO.WTC 850.30 �� � _ _ . Z .`�0� � I I Z�.I I � �� � � � �..,.., � i i , � 28 " � � 1 � � 7C ��80 u� I � � I � _'�� "' TW TOP OF WALL � ic ea3.5 ' ' r W I � "�rW ^ ' "' ��"�P ' � "" "' �7E �.ao c /� """""""' """""""" """"""""" "/';""""""� """' ' " " " "� �" "'i'aa" ' "'� ' �� "''--� rl wd BW BOTTOMOFWALL a- � i i . I _ i i i� aa 3 e�seo � g � g � rca�so:a�o � ___� � I I � + I I Pro'ect No: � ` 7 - - -,� - i � o �_ � � _ _i _ _ _ � _ _ _ � M.E. MATCH EXISTING � o: i' i i I�. i i ' i � eae. �� 85o I I � ��`�� ,� � � ���������� .�+ o i i � i` I� i �' i � �� '�� " 1 c �'A rC asa.eo ,, rC 85oao ' ao "� i I BC BACK OF CURB ELEVATION 0 0 � � � � ' �� � rcaso.eo eae.eo � ... Sheet No: � � BSO.BOTC O j 850.30 I " � m ' � �o� - , eso;so y - . o u> ,n � � � FC FRONT OF CURB ELEVATION o^ z � i i � i i IIT-7 i O .a0 7L` / 126 �, - �° : II - 7 w g ' i ...,\. i� i � i -O . . 84950 HP" .'�,a5a.75 � I. �,�, �. HP HIGHPOINT � w � � w m � � 127 � Ci20'i I __ I a, i i i I i i i �i � � � � a ', ' , � ' � � ' �"�' ' �z� � � ` aso.�orc � . rc '�.� 1C .15 � .��c , I F R ON I ATI s.o� �� �_..����„ I I I � �� 0 30' �' MLAG MINIMUMLOWESTADJACENTGRADE C�OO -7-r � F i i aw.s� i� .. . . i. ,� � i � � i � � i � I I I i� I i I O� 850. 850.Q 85070TC 850. 0 C . � TC 850. 0 TC�� 7. I , i��� I I�i i � � I I I I I� I I�� �...,,, ��� 85070 850.&1 I 850. I i ...N III I Ili � , ic es72o , �� � ' ' I$� NOTE: FOR DRAINAGE SUMMARY ' 85p.qq 850.85 C "' 850.BSTC '850.70 I I � 00 � ' ' � aso,is eso.ts �i �'� � � i i ^ i � I _ � W SEE SHEET C202. �� vi i � i �`, i i i i i 131 728 7C 850.80 u�i � i I I� � I I � ' o� , , � � � � ic ��� � I�, ys e I � -oa �� STORM DR4INAGE STRUCiURES � ' � � � e � � rca eo A Q/ ,� 8 ��' �I � eso.ao , �,`� I � I � i i � � , �� � �, � �' � aso.se i v 3� aso aso.eore s rc m T H IN EE� ET 00 w d � � . z� o � � i � W / � 85t130TC ,- �'� g 850.30 � �:�TC g TCe�.� .� 850.80TC � i � � �� i - ''� � OREASEMENTSSHA� BEPUBLIC, � -�•,,-�-;el = � �'�---�- � ----� - ���-�� - �� �a __ ,t,��, � _�', p�eas.ao , -�-----�- � - - �� � a. -�=--- ---------------- ----------------- - --------------�- --------rceso.eo----� aso:ao---- � _1 F R ��INUATON_�� _ i_ � i n��onieRSSro��wuru,ce o - - - - - - - - - -� ' �.e - - - � - � �= - � - - � �� - - �- - STRUCTURES SHALL BE PRNATE. '', � � � G _. 849. 850 ' i T ' ' � I o � � �' �� - � i �o � �.� C O S 7C aas°so.a80o ,�, v `v eas.so � �" ' I� z 0 i � i i , :q aso. ,� 9 � � esu.eu c a � o I -�� "� i I � FRINGE OR�F�LOODW YS EXI3��N AY • i I i i i �....... � i 1 i i I i i IIT-7 � i 1�Q , .40 7C 850 00 �' _ � 126 ''�, � � CD e�.� 127 \, / � � fII I I ._- , I, THIS AREP.OF THE PARCEL w I I I ...I �.,� J I.... . i I TOU �� " 84950 HP '�, 850.&STC A5TC , � j � Ce -I"" 1• .. ' ' � . I • �... � I�... i �: I Z = _ � c O i`� �, �; 1� �� I� I� � W l� �m esaz0 � e�s�o.70T� 7 ', eso.eo eso.7o � �o �n I � 55.0 I li� �/ I FOR GR4DING WITHIN �,n II I I r � i � '_ �'� g6p,70TC � TC 1. 12 TC 85120TC m W ' ` � i I i ai ' a �� i i �� SPRINGMILL RD. RIW SEE > w . � `. I N � Cb.� a 0.d0 SS � �t icaw.7o � . I I SHEETC207 m � � � i� � i . i � ; e a�o rc ae�� � '� Tc aci:'so as�.aa � e�ciso �� � SuBORAW � a�'e as':zo � rcaei.m aea.zo . � - ' � _ '� � I � � � � ; � � � � � I � I I r I i �� � �HP _- �TYP�� 850.80 I�`.� � u� , � LL I � I I I � I � Z ��� � � SEE DETPJL � I I 4' 0 30' 60' o 9; � r � �' I i �,� i I I '� � 852.70TC ' TC852A0 �7.� 852.70TC e TC852.70 .a' � I �-- � � � � � I i � 50.25 TC .90 / G 857.80 � 851.80 852.70 857.80 5 � 857.60 857. �0� � &57. t}'j$ � I � � � I� � U ' .40 � `� i m LEGEND � eso. c iC IXISTINO w � u ' ` � � � �� � ' 850 �� eS070 � �`�� i 'O � � G UNDERGROUND GAS LINE � � � I�,. i i . I � i � i C 850.90 . . 857.3 �:,. i � � � _ � �� I . I _.-. � � � 850.30 ` � __ 852.20 852.20 2.20 85220'.. i I •� . , � � i' i I i� � �`� i , i i I � , Rp �' __?casz.to �������� E E esz.taic ����-------'- J � � �� i I T UNDERGROUNDiELEPHONELINE a, � E�E E i vi i _ ,� � i Id�i i i W I �� i i. �� I �.� _ � �' i I i Z ' '' i i ., - . ��- E� � G � G G G G ���� �� �p � i �� ' � � ' `�° CATV UNDERGROUND CABLE LINE � ;� I I I � i � � � � � � � �, ew.10 � RO i 8 , � RD ' . c _ �� � E UNDER6ROUND ELECTRIC LINE � � � I �� I � I'� ,� I - � O 853.50 W \i 850.BO850A0 �,..'� -__�._. � -S- SANITARYSEWERPIPE �' o I I r � i i I RD R ` i ,' i ' i� i i i 5:1 i i/ � ,�-• � I '', � 7cabo.eo �' i ' �� v � � � � - ' -ST- STORMSEWERPIPE � �� m . � � i i i i _ i I I,� o ✓ i '� i 8 � i f �i �� BaB. 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'� ; � .� � � _ � �,s�,�� i� '', ' � � , � �i � i , � i �' i � ' ;' w �� � �, . a s5o.w � i 854.1 , � � � i I � z x( REGULAR LIGHT POLE . � � : , � �, I� � FINISH FL019R = 854.00 � Z 8 I I I : i � . � � i ..a i � � ��� � � MLAG = 853.5U � �' � � i - � �s� SANITARY MANHOLE i � � � �'� ''� � i y / i, � , '� '��, '��, � � � (7 I, m i . � I , I PROPOSED ' <� '� � � � � I X ; w '�, �'�, '� � w '� I i,� -8- SANITARYSEWER . � w I I i i i� ^1', i I "�a° I i � I � i! i 4PW i � i ;� rC .so I f i i i {' �� i i �� � . .! es2.ao ass.es I i��, a� J � I m STORM SEWER w I � 1 . 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E�EDETAIL OF�END�, ;., i e57 '� 0 6 c`i u� o _ _ 1 �^" � ` _ �� s � ,� � I s I� � i �. � , �' y .,_ i.. , � � ; � = . j � �� .' - ' � LAST 10 LF TO�E � " i ' . i I � - - � � a � � ' %i� /' i , , ' � 6" SOU� SO��P Pi/G ' � � ' , � � � i i � � - — GAS LINE MA�KE - „a u ,'� � � � THROU6H W%�LL W/ :' � � �� � �� � e�s / � 1 7 � � � � �-_ - � I ,- � � -'. � ANIM��L,�G� � i .' , ,. : =�,' -eai, ' eoe i ' � �� aye � � �i jl � �^�� . / ,�,' RETAINIEE ETAIL ----- � �,,%j , ,� ,,�,,� � p ,t "� /r� 'i � I �..'�`. iI Q �v ' � - J � , - ; , i i � n �� � L'ONCRETEAPRON � �° � � � _� - � � Z =ea3. � � LL I � / ' � " ,�, �, � POPCP�RESePOINTEfAIL� ;, ACCES3E MNT. � ,, , � ��yACCESS eP � �-, . ��/ i�/ � RETAININGWALLS �. I ry'tl�� I� W(I� W I I� . . . , m'������ �'� SE D A� � � � q ' �.. � •� i � �/ � .%' > � �, � (7y d � `� - SEEDET IL ' � ;� � SEEDETAIL� +� -cva- I � � , � . � - , � , , � DRAINAGE 8 � � � j / r '� .' PROPdSED PbND � �' .- - , �� � � '� �� � °1Bb R�, ACCESS ESMNT _ - � � � ' , � J � / , • , � NORMALPOOL=837.0 •- •,i` - � , ��;" ���:� �..�. P(7yNDE )RE P INT �� � � W �,� � � � � ,' � OY E EV � 839� 9 _ i - � �� , � � �, , � - � SEE DETA SS O SEE DET L%21 � ' MIN. � � � � � � ," .= : HEADWAL _ , , : -� , . �.�. IL� HpRMAL POOL�837.0 �� � � 'I I � �, TOP OF BANK (MIN. 844.0 �, � � j' � , � `� � � � , ,' ,' 17A& 171 GRATED � `�� � a y � � . � , , . ; , , , 100 YR ELEV=841.5 . �� { ` I. . �� BOTTAPER END OF WALL MIN. ,; �a ......., i FOR S SEE DEfAIL �' -�PG=843.5 ' � Z _ / c - � ) a`? '��I °� , .` SPILLWAY SEEDETAIL '� ,i -' BE7XENDSECTIONS � ELEV.��-841.5 , , ! � , � oW � ---. ` ..,.. � 10YRELEV: 839.9 ��� �• -` Q Q i � ' : C SEED�TAIL �� � , ,� , „ ; ; - ,� �' � .� i - � ,�� �°� ,� �s . � ' � TOPOFBANK(MIN.)=844.0 � � , �,p ; '� ; � , � , , � - 9 - � BOTTOM ELEV. = 8T9.0 (MIN.) � I � r FOR OUTLET � �� � � � � �� � . � " � Fn � CONCRETE APRON i I� � � � SEE DETAIL " es6 - ; I &PIPETURE � `\ � �o ��. 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"' - � � � � � r� �— �� � • � -''` � ' � ' � � J Q � �, 1 � � �_. —� `� �� -'"� ` _ /� /� � eAi ___-'- �� � �� i�� � „-;< ♦��. . � � � ♦��, 8Q '� & �� H45, � �619 - � � � Li � � V � _ _ _. __. ____ __- -__ _- ' ' b_5g_ A 1 � - �_ � l _ _ .� � 691 � ,.-,.�,v_. - .. i I , � �, � � � �� . � �—�� , I , _ _ _, I � I .. � _ . �' � p � � _��. ' o�wunum� � � - e9+�-- � � eq , ., ' ��. � �.�—•��—�—�—�—•—�—•�', . Y . . � : � --i ��••o�� � p� � i � o ' 1 / ' (y� 9 F, - g9& �3i -- / � J I �J � � � BbB � � i _ � � � �� i� N ��� � ��2 - � __ r '� � A : / � �-� .. _ � i �, ,, � - -o � , � Q-o,.a� 8�,- 831 �C� __ - __ . � i _� �• � •� � • �� ` -'____ ___., &`A \ ;� I i I A �m�rc� O o i; { ____ �/ � _ � � -,__ - _ �T r `. J� \' � �i/I I w � _ . � 00 w ¢ J � � _ -�0. �.. � - _ , �'� ' i �7` I = ¢=m z O a � Q- _ . _ ...... .... ............. . ' .. ..., .. � �� � , o: - ! _ i _ , . , - ---- � -- �� SEE ETAIL � � �� ' �. _. . , : , . _ �. �g I , i�_ . __ . � � PEDESTRIANBRIDGE � - � � � � i �i W � � 'y".�'� � `�' �'�, .. . LL . _. _ d-� :' - � .d ".,,. � �� � � e✓e $ _-. / ' � � i rc ixv > „a � � ��, � � � � , ��. s _ _ i FUTUR� DEVELOPMENT •� - � �t i- � � �LL � `I � =;,,d���r �Q��,�.. --- � � � � `�. � '" - �e, �, �� . i �'a - � i � iFPG=843.60 � , ,,�— � �� � �''m � ��n�qnnuuna�o`� - ��, , �_ � , � �I.- � , � . � � i $ I 8 6Hb ���-- � - � r - ews�s6azeavc�_ � � � � � � _ _ , � � ' ° i - ; � . � , , FOR DRAIN DOWN.�.. .. x , .. � : �� � . I Z I I � " i i % : . � � TO� BE INSTALLED ' ,r�" V � � � � i J IMALG ARD i , �NGNEWDAM � �� '- � �� � �, � - R 'QU RED ' - asf ' STRUCTION -- � �r.� � ✓ � O � , '', \ i � � i i - � � �q . �� ,s , .. DUR __.. � � � `. A N OF i i� � '-' ..e�a '� � �___ .'�-- � �-�.�:'- ����� gqg �� � / I � � �� , � � �,� t,`�? a�g ���LiA�VUVE ,� . -; , -,-- .:-,_.. ' ;' � �' � j; � 1 �, � � � p EW�PIPE _ _ NO WORK REQUIRED / I I IN THIS AREA � ;a, � _ ., � �� I •�� i � �; � �l V N � . � � ." � \ `, il i n I .'/ i 5� � _ , , ,..�-.�_-.."r � / .� I � � � � , , � � ti. _ _, . sz �, �_. _.,. _�. � , � LEGEND '� � � W � � m C � � ' - � � � : • ' .. - , � _ . �� � ; ��� ��'� EXISTING PROPOSED . . � I i I I� I i '' � � V n P � m i �a ° FLOOD ZONE'AE' PER FIRM MAP c UNDERGROUND GAS LINE \ I I I�(p � � m � —s— SANITARYSEWER S v FOR HAMILTON COUNTY, INDIANA STORM DRPJNAGE STRUC7URES � W a W.� MAP NUMBER: 19057CO208F i UNDERGROUND TELEPHONE LINE LOCA7ED WflN PROPOSED RIW ° OO ° W �� °f STORM SEWER � � EFFECTIVE DATE: FEBRUARY 19, 2003 MINIMUM FLOOD PROTECTION GRADE DEFINTION — �nrv — UNDERGROUND CABLE LINE OR EASEMENTS SHALL BE PUBLIC, P O Z C C � 100 YR. ELEV. = 825.0 —w— WATERMAIN NLL OTHERS STORM DRAINAGE ����.� 111 PJI buildings shall heva a minimum fiood protection grade shown on tha secondary plat. E UNDERGROUND ELECTRIC LINE S7RUC7URES SHALL BE PRIVA7E. � � C W = POSITIVE SLOPE Minimum Flood Protectlon Grade of all strudures frontlng a pond or open dkch shall be — e— ELECTRIC SERVICE I I� � Q C� a EXISTING � TO POND EXISTING no less than 2 feet above any adjacent 700.year local or regional flood elevations, s SANITARY SEWER PIPE m G�E G�E whichever is greater, for all windows, doors, pipe enUances window wells, and any — o— GqS SERVICE �� J O m C Z � 4 other struclure member where floodwaters can eMer a building. sr STORM SEWER PIPE a , �, �� —•— CONSTRUCTION LIMITS ��"�� � Q � � C LL ��"� r� m� , x FENCE LINE �"�-0 �l (r� � lC vnRiES '� r:: NOTES FOR FUTURE AREAS • SANITARY MH W m Z,� m �ne OVERHEAD UTILITY LINE � � � C 6' ASPFIALT PATH 6" HICKENBOTTOM The Minimum Flood Protection Grade for all strudures ad'acent to a pond or open ditch C.O. � SANITARY CLEANOUT p � SEE DETAIL PATH THROUGH � RISER shall be rw less ihan 2 feet above any adjacent 100-year �I or regional flootl elevation, 7REE LINE DRAINAGE SUMMARY ��� C� �e EXISTING WOODS � N whichever is greater for all windows daas, pipe entrances, window wells, arM any O STORM MANHOLE J C oMer structure members where floo� water can enter. t EXISTING POWER POLE SITE ACREAGE =48.95+/-AC. �.� � a NO SCALE The MLAG for all sWCtures outsMe fo FEMA or IDNR flood laln shall have 2 feet of ❑ � STORM INLET OFFSITE ACREAGE = 49.1+/- AC. � � m 'u P BM� SOIL BORING ALLOWABLE 10YR RELEASE RATE = 0.1 CFS U n a freeboard above the flaoding source's 700.year flood elevahon proposed conditions. 14 SANITARY STRUCTURE NO. qLLOWABLE 100YR RELEASE RATE = 0.3 CFS M m1'' r � y� Tha MLAG mcludin walkout besemant floor elevation for all strudures oulside a flood ain m MPJLBOX � � p STORM STRUCTURE NO. 10YR RELEASE = 3.56 CFS M `\ v\� m m y #53 STONE � 9 J � � 100YR RELEASE RATE = 10.53 CFS c ", and ad1'acent to a pond shall be at least 2 feet above the 100.yearpo nd elevation or 2 feet a 7ELEPHONE SPLICE BOX a 6' SDR 26 a above the emergen overflow weir elevation whichever is hi her. ln addNOn, an basemeM O� FIRE HYDRANT DETENTION REQUIRED = 78.7 AC'FT 0 40' 80' � � Q r LL NOTE: FOR DAM RECONSTRUCTION �� ` 4 P } #2 STONE floor shall be at least�l foot above the normal pool elevation.9 Y o GAS LINE MARKER DETENTION PROVIDED =18.7 AC'FT �� SEQUENCING SEE SHEET C401. s� P�N� 85275 SPOT GRADE m W FOR DAM RECON3TRUCTION a e ss BOTTOM � FIRE HYDRANT � DRAINAGE FLOW DETAILS & SPECIFICATIONS SEE � � SHEETC5032 �. 6' i�� �� d SIGN �DETAILNUMBER ProjectNO: GAS VALVE . �"� POND DRAIN DOWN RISER �2 x( REGULARLIGHTPOLE SHEETFOUND 10135M " Sheet No: o � a N m; NO SCALE �'s r SANITARY MANHOLE �� ��Q s ^ = KEYMAP � �.o.�rYN�� below, �a a NOSCALE `^'����� ��0� a o W a` � a a � 0 E a _ LL 0 LL °a L m a_° LL 3 c a - �� . m' o W a � m � o z w g ry a e a o W a` / / �r \1 v%ti � \// ,/, � i �II ' I � � I � I � I �� LEGEND EXISTING G UNDERGROUND GAS LINE T UNDERGROUND TELEPHONE LINE CATV UNDERGROUND CABLE LINE E UNDERGROUND ELECTRIC LINE 5 SANITARYSEWERPIPE ST STORM SEWER PIPE % FENCE LINE �HE OVERHEAD UTILITY LINE -�,-,-�,-,-.-, TREELINE i / t EXISTING POWER POLE BM� SOIL BORING m MAILBOX a TELEPHONE SPLICE BOX GAS LINE MARI�R ii FIRE HYDRANT a SIGN � GAS VALVE x( REGULAR LIGHT POLE is SqNITARYMANHOLE .�.: LEGEND PROPOSED — S — SANITARY SEWER STORM SEWER WATERMAIN — E — ELECTRIC SERVICE — G — GP.9 SERVICE —�— CONSTRUCTIONLIMITS • SANITARY MH C'�'• SANITARY CLEANOUT O STORM MANHOLE ❑ � STORM INLEf 14 SANITARY STRUCTURE NO. 110 STORM STRUCTURE NO. O+I FIRE HYDRANT 852.75 SPOT GRADE � DRPJNAGE FLOW �DETAIL NUMBER SHEETFOUND 6a0 PIPE & STRUC7URE NOTES 6 Q1 CLEAN OUT, SEE DETAIL C503.1 Q'NYLOPLAST -ADS' DRAIN BASIN W/ DOMED GRATE UNLESS NOTED OTHERWISE. SIZE AS INDICATED ON PLAN. INSTALL PER MANUFACiURERS RECOMMENDATIONS. SEE DETAILS ON SHEET C503.1. QQ CONNECT SU&DRAIN INTO PVC PIPE, SEE DETAILS ON SHEET C503.1 Q4 'NYLOPLAST -ADS' DRAIN BASIN W/ SOLID HEAW DUTY DUCTILE IRON COVER. SIZE AS INDICATED ON PLAN. INSTALL PER MANUFACTURERS RECOMMENDATIONS. ALL'YD' DESIGNAiED LINES TO BE 12" SCH.40 PVC UNLESS NOTED OiHERWISE. ALL'SD' DESIGNATED LINES TO BE 8' CORRUGATED PERFORATED PLASTIC TUBING PER INDOT SPEC. 718.02. SEE LP,NDSCAPE PLAN FOR TRENCH DETPJL. CH.40 PVC. SIZE AS INDICATED ON PLAN. NOTE: FOR DRAINAGE SUMMARY SEE SHEET C202. STORM DRPJNAGESiRUCTURES LOCATED W/IN PROPOSED RIW OR EASEMENTS SHALL BE PUBLIC, ALL OTHERS STORM DRPJNAGE STRUCTURES SHALL BE PRIVATE. O 18' DRAIN BASIN TC = 853.00 INV. W = 850.10 INV. N = 850.70 � --� \\ / � � 12' DRAIN BASIN 0 ' 20' 40' I , , , ;' I r ` � KEYMAP � ` � I �,,,�p�,v,� NO SCALE p�ps�� N [h A O H W � w � c Q o V � N 7 J W K f Q U LL � � U C a JI � K M Z a z 0 Q � C� J H � J a � H ¢ N O � N � �� O =' m U M y � W J � � Q z ¢ 0 z a (/� _ J � O Z Q O Z ¢ } � J Z V > � O O o� z O rr] � n o� Q z 0 Z w � � U d n II� M U � V � O C U �m0; ZW�O-�m.0 �j����m �OC� C m �a�-W.c W02 ,c c ������ �JO � Wm�MU`° � Z O C m n 0���� � �m M `M-J lll ro ��� m� Project No: 10135M Sheet No: C203 SEE SHEET C206 FOR ENiRANCE PLAN DETAILS POT STA 10� I L__ � y ►7I � J � I I II I I \ " i � . ;o � ,� a , ,,''' �� � �, s' s s I� �� ¢ ��' �' �� a TEMPLE ` rl I I � � � � I I B II I I r$ I � I � I� � '�� � � � I � � �i I m r Io s .. -- .....,. , o , I �� — � _ �, � , I � � � j ,. � � � � o r I \ ��� � � �� j o , �>, , I �>� �''___ � � V I ��f �'_ � ! � � ` .:- s a� �� �� PC STA 12 29.42 D=20 28 02• � '1._ _ � �._ t7 +s♦. � , � L=140.28' " � -�., �' � �'�, Ch=137.40' POT STA. 70+10.57 N 00 7�Y E �� N' e �.. �s. ��� ChB=S 09 4425 W 85;��'F �z , -::�, +a-la-�_ -�\ — c a _ ' PLAN NOTES � RNV PAVEMENT, SEE DETAIL � � LOCAL ROAD PAVEMENT, SEE DEfAIL� � CONCRETE ROLL CURB AND GUTTER, SEE DETAIL � Q MODIFIED ROLL CURB, SEE DETPJL � 1 Q COMBINED CONCRETE CURB AND GUTTER TYPE II, SEE DETAIL � COMBINED CONCREfE CURB AND GUTfER NPE III, SEE DEfAIL� QJ CONCRETE DEPRESSED CURB AND GUTTER, SEE DETAIL 5 :. :.� E:� a ; 850 � e p a O 4 5 LL p 840 0 LL °a ; 835 LL f c a - p �''' m `a O 3 � o m� a � p i o..= w m a e a ooia �� — — i �I � � I C.IIII IIIIIII �11� 1 I ` � I MEETINGHOUSE � �Re<c„e[CCC`� ."� ��� I IIII Illi I �o � .�—'�,�s II � I Ilo II L — I i � 0 li a l PT STA 0 �� � I I - I� I N � � � �� �� ;,f I � III I ° ,� � I� I �� II+�� I� II i i;�0 �' � i� ' ,: PC STA I18+48.94 / � � I , /; � I ���._ , il �II /.�; � i_ � _ _ PT,$TA 15+6878 � � �� � � � / �� : � {E i � � � I � �� Di0 � � i �I i � j � i i i I � I I I i II I � i i i I j II II � I I I I 8i W I 8�� i i Z I I ryJJ � i i i I I � � �i I �i i �' I i � i 26' � � � � � � � i � � – �� - i s � a ' � � i i I � I I I I I I I ,� � ,; � � , I � � ' I ; �„ � � %� � � \�i �� � i �`�' '" / �; / / ! %'�.� i � -.L_ �, i I ° I , � \� �� `,,-`_` g� - __ _ _ ____A _------ _—�_�--_�� _ __ s ./ ' � .! 8 � ' R=200.00�',, � � NFq -� ... __ � _ i ° a--�� �� '� % i� /� _ t � I . �i i D=79°47'24' ��� � � � �3 � � ' ,:. - L=14026' ''�, , � � � J��y .,. ' " � ... ' �s e s s a s y,i � � �� Ch=137.40' PTSTA.l1+41.17 � � \ a �-�.__ J '__' _'_ '_ _________________________________ ________ _______—"' .. ✓,�' / // 9N�tl � � cne=N�o°oa•aa•e ��, � � � _ � ,, I� � � �� � _ `�--� — � , 's Je LINE ;� y.— ' � � R_z � �PCSTA 10+4055 � \'_ � � � ---`--�----'-- 1--- - - - -- -- - - --- -a--'--- �-J--- �-- r-� 10+00 � � . . � � � _ � � � � � ' , / D=89°30'24" � i I � � � �'�- -" " — _ _ _ _ — — — — — — — — — — — — — — — — — — — — — — — — — — — � � _ _ __ B S 00°29'36" E 278.16' _ �• I I I \ '-- ' n . . / L 1;026' -- --_____ ` '� � Ch 3740' ��\\` '_" ____'_'__'_______________________________ 7- f '��-a+t�a� ChB=S45°14'48"E -_ __________ _________—_" I�i I __ '__""___'______- i �-�/ i >� � _________________________________________________i__________—___� i �s I �i I � � i � — — — — — �--------------- � � � i � _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — . I �i I � � 'i I � �i II � � � � � I zs zs � i I 1' S' 6' 2' 11' 11' 2' 6' 5' 1' � i II 100.00 100.06 i 100.40 100.06 %"It' MIN. Yy"N' MIN. 100.40 b I I t_ � � SIDEWALK SIDEWALK 11+00 N � � 2+0� � ROLL CURB & � GUTTER CURB SUBSURFACE DRAIN alw ,2� PAVEMENT ROLLCURB & GUTTER TYPICAL LOCAL STREET SECTION cuRs NO SCALE SUBSURFACE DRAIN 6" 0 W' \ �� t�f A N f0 O � O � O th � OD O ' �o v, M o r �n N o �o c� m �n m m m m m m m m m � � � � � 13+00 14+00 15+00 16+00 PLAN 8 PROFILE STRUCTURES 17+00 � 18+00 � 30" (iCP STqRM SE' INV.I839.97 19+00 II�1�/ 20+00 N [h N A O � �� � scue: i 1"=5' VERT. � 7"=50' HOR. � � O o V m y y J W C � U LL � H U C a � � o � K M y a+f 9 a 5 LL J W � � STREET NAME CHART a Q LINE STREET NAME A PRIVATE DRIVE Q Q Q Z a Q � � VJ = � J O Z � Z � � O w L I..V Q � � S1�� Z J Q c� — U U Q�' °� D° � ��� b�bllyNAa ...o�wunumq��o,. � I I � �';�` � a Q:o a� � m'rc o 0 - o� ?¢€m z0 a _ "' � _ °.0 rrJ � ? y":�6 O� 865 :,��y,...,,.,,.....�......�, 860 I � MU� 855 ��� o�� � ��.mo; ZWro-,m.c �5^^��m �Wv,coM.� C 850 a , W •. W02 .c c ZQ��� ��Q C Q; 845 ��W°om c Wm�"���° �ZoCm 840 ��� � � � �m M `M-J lll 835 � j(y� � � W W Project No: 10135M 830 sneac No: C204 �I �' �i � I II�I I �i� i I I I �� j �� ', � I � I l-----� i ill il �i i III iI I i i i i i i i III d I � ', ' �� �� 0] � /'q �� I ; � � ! \ �+ � � � �\ M \M � i IJ � II L I V f � F � �. � ., � � \ R=200.00' D=89°30'24" M � L=14028' N Ch=137.40' 1' ChB=S 45°1a'48' E :. :.� Ei� a ; 850 � a a 845 LL p 840 0 LL °a ; 835 LL f c a - p �''' m `a O 3 � o m� a � p i o..= w m a e a ooia � \ ( :,II C STA 18+48.94 �, i ,� � II ������ ��I 11 �\ �� � � �\ � . \ ����`\ �\�-----_ n � � PT STA 20+1827 — o = �m m , � YI 2 i O VI Lm � � o., � O � � � J �� T � � •� R��, � '�I �i� i, oa 1, �� �� I� i: I� �, � 1' �� �. � o� i I I '�� �,� ii il i II � � _ '� i --------------J IY � \ �j�--'-___ 2i 22 +n 1d3 J 2a 25 � �.,' � � - - � - - -� � - LINE A —� - - - ,� QL - -� -N so^oo�oo•w sos.sa,�- —� - - \ . � _ \ � �'� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - � � �%� ' �'" ,'___.____________ ______________________ � � , ,,i , ------ -- - - -�-----------------� \ ------------- OO � ' . \ � / "�"'_____ � __ F ___ 'ss � _______________________ _____________________ _=. ----- r � • , i i i i�! i !_______________________________________________J i i� \ i� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —li— � a ii � i III I % � i � � i � � � �i i � � II � i / � �i i � �� i � i i I ua / � �i i ��` � I � � W W � � � 5' 8' � SIDEWALK ROLL CURB & � GUTTER CURB SUBSURFACE DRAIN ��\1�� 20+0� 25 25 2' 11' 11' 2' 6' 5' . 100.00 Y,^/��•MiN. +r,•n�Miy 1oo.os �oozs� SIDEWALK PAVEMENT ROLL CURB & GUTfER CURB SUBSURFACE DRAIN TYPICAL LOCAL STREET 8 ACCESS DRIVE SECTION NO SCALE ��_L— 0 0 o ' N OD a w V.C. [:�!:� 20' 2' 100.39\ 'li' MIN. \ ROLL CURB R� ACCESS � MODIFIED GUTfER ROAD ROLLCURB alw � Q IN�./. 835. 21+00 22+00 23+00 24+00 25+00 PLAN 8 PROFILE STRUCTURES � 1 I ' I ' '' � � � � i �- � SEE SHEET C207 FOR ENTRANCE PLAN DETAILS � POT STA 25+88.10 POT STA 25+78.10 SCALE: 1"=5' VERT. 1"=50' HOR. STREET NAME CHART LINE STREET NAME A PRIVATE DRIVE N [h N A O H Z i �� 0 o V m y y J w �� U LL � � U � a JI � � H 3 � 0 � S a+f N � a� PLAN NOTES �J,J a J � RNV PAVEMENT, SEE DETAIL ^ � LOCAL ROAD PAVEMENT, SEE DEfAIL � C � CONCRETE ROLL CURB AND GUTTER, SEE DETAIL � C 4 J W Q MODIFIED ROLL CURB, SEE DETAIL � � � � Q COMBINED CONCRETE CURB AND GUTTER TYPE II, SEE DETAIL O Q � COMBINED CONCREfE CURB AND GUTfER NPE III, SEE DEfAIL� � Z QJ CONCRETE DEPRESSED CURB AND GUTTER, SEE DETAIL �� LL Q � � Q Q Z a z z � � a a J Z 0 � � � Q � J W Z ~ w � � � J Q Q� 81� c� Z U U � ��b�� b�bllyNAa ...o�wunumq��o,. � I I � �';�` � a Q:o a� � m'rc o 0 - o� ?¢€m z0 a _ "' � _ °.0 rrJ � ? y":�6 O� 8 6 5 =,'���,...,,.,,.....�......�, :.� EiI�l�J : I [� :�l E:It� II� MU� � V � O C U � � 0; Zw�,m.� �j�� Q)m �OC� C m �e�`-W.c W02 .c c ������ ��o � Wm`�M� ° � Z O C m � ����� � �m M `M-J lll ro ��� W W Project No: 10135M 830 sneac No: C205 0 � N ' � N A O 4" THERMOPLASTIC ..,. / \ 3HWlDER YELLOW MEDIAN � � ,�,e� MILL EXISTING PAVEMENT 1 �" �_� 'w�'�D �o AND PROVIDE NEW 1'%Z" HMA �, corurnucrwr� � = - XVJ21-bA � SAW CUT EXISTING SURFACE TYPE'C (9.5mm) ,- �, 5� __ z XG20.2 ��, EDGE OF PAVEMENT 3�6 2, gg,T 300' w � � m � c O _ o U 318.4' S7.8' 49.5' 192' " , -� � 'm vi END OF CITY FLAGGER ;' �'. �. ,�f m w APPARENT � l � U PROJECT EXISTING TSW4 �A _ _ _ _ _ _ _ _ �.: ��-/L ___-___�__ � � 165 RIW _ _ _ _' __'_______'__-__-_____ _____ _' ___ _'_ __ __' ___ __ ______ ___ __ ,_ .,' _ _° _., , � -. � -. -.' - - - � UNDERC N3TRUCT ON I � .- �� j � LL .. '�{r�{ TSW4 � i ° - - - - - - - . . � ., _ -. .��, _ �._ . .`_ � . �� :_ _ . � _ .. o,�y , .,-� . ��y .G - - _ �„ : . ° - ,.. '°�G - � �A -- o r =-_ . ; i-' . "..,. �"'-� --� ,<.. �.. :.. . ' ------ -------- _ _ --- rc -__'_ _-_-'____-_-'_ -_-__'-_-_-__'-_-_-__ _ ... I � � - - -------------------------'TS`Y� -----------� ------ -----�+ -- -- ------ �A Yy a �- �s � � -- + _ --___ TSW4 � � � �� � oi ni TSW4 " �' I FLAGGER � ` E W � - T Obo f� . � �� vi sHO� � 03 TPM TPM � � �o. ' � � ' � z nHEno a � �O � O , , �D � � � w a� ._..------ cor�smucrroN � N x e, XW21-5-A `� � 198' A 100.6' \ 56.6' f 60.4' 187' i .. � �0 -__ � XG20.2 � 9 a ° ,C'Y � STI�O,�P � ° .. � x qr�� gpp• � O 350 LF OF STANDARD DRUM BARRICADES (a� 50' O.C. � TSB 5300 LF OF STANDARD DRUM BARRICADES ([� 50' O.C. `�p� W 3 U � � W m W � � U N � u�l�i. / LEGEND � � �asnHO � �� i� c UNDERGROUND GAS LINE CONNECT TO ��" EXISTING PATH �j� - r UNDERGROUND TELEPHONE LINE / aw UNDERGROUND CABLE LINE � 0 �' O@ c UNDERGROUND ELECTRIC LINE � �� !� -s SANITARYSEWERPIPE ?/ � � F L sr STORM SEWER PIPE v� � � c sWGEND THERMOPLASTIC SOLID WHITE LINE 4" r W x FENCE LINE / 'Q TSY4 THERMOPLASTIC SOLID YELLOW LINE 4" W J � ° / j� Gj �;� iBW4 THERMOPLASTIC BROKEN WHITE LINE 4" W a �e OVERHEAD UTILITY LINE � ^^ I I O iPM THERMOPLASTIC PAVEMENT MARKINGS �/ C TREE LINET S B T H E R M O P L A S T I C S T O P B A R - 2 4" W H I T E yL� C r W t EXISTING POWER POLE � � NOTE: BM� SOIL BORING TRAFFIC $ MAINTENANCE PLAN ALL PAVEMENT CONSTRUCTION WITHIN RIW TO COMPLY WITH � CITY OF CARMEL DEPARTMENT OF ENGINEERING STANDARDS. Z Q PROPOSED 70' RIW L � m MAILBOX SCALE:1"=50' r EXISTING COMBINED CONCRETE CURB TRAFFIC CONTROL MUST BE IN ACCORDANCE WITH THE o TELEPHONE SPLICE BOX � �'6 5�� i New PnveMerrr, nrio eu�rx �vae u, LANE CONSTRUCTION SEQUENCING CONSTRUCTION AND MAINTENANCE SECTION OF THE � Q SEE DETAIL SEE DETAIL INDIANA MANUAL OF UNIFORM TRAFFIC CONTROL DEVISES. r o GAS LINE MARKER i EXISTING i 5 � PROPOSED ASPHALT 1. EXCAVATE FOR NEW LANES � Q EDGE OF I PAiH, SEE DETAIL pLAN NOTES CONSTRUCTION RESTRICTED TO DAYLIGHT HOURS ONLY. � l7 FIRE HYDRANT -- LAVEMENT i FLOW 2.0% FLO�W?.0% 5 4 2. SAW CUT EXISTING EDGE OF PAVEMENT EXISTING SECTION OF 116TH STREEf CONSISTS OF Z � a a SIGN �__------ -� , ., ,, � RNV PAVEMENT, SEE DETPJL � 3. PLACE STONE AND ASPHALT BASE FOR NEW LANES 2- N' iRAVEL LANES (1 WEST BOUND & 1 EAST BOUND) � - � I � � 08 LOCAL ROAD PAVEMENT, SEE DETFUL� RIGHT-OF-WAY:EXISTING 16.5' iM2 RIW �/� = � GAS VALVE , 4. SHIFT LANES TO NEW LANES FOR MILLING EXISTING DESIGN SPEED LIMIT: 35MPH J vJ � ��+/- I p 5. 5'+/- 2' 2 1' 1 0' �� 3 PAVEMENT. FLAGGERS TO BE USED FOR MILLINGI POSTED SPEED LIMIT: 35MPH � }�? REGULAR LIGHT POLE � C O N C R E T E R O L L C U R B A N D G U T T E R, S E E D E T A I L � RESURFACING AND STRIPING. a J � CURB �q ALL SIGNS ARE INSTALLED BY THE CIN, REGULATORY SIGNS � Z i's_i SANITARY MANHOLE SUBSURFACE DRAIN Q MODIFIED ROLL CURB, SEE DETAIL 5. SHIFf LANES TO EXISTING LANES. PLACE SURFACE AND REQUIRE ON ORDINANCE. W O SECTION A-A SEE DETAIL 14 � S T R I P I N G F O R N E W L A N E S. F L A G G E R S T O B E U S E D. ^ 852.80 SPOT GRADE � OO COMBINED CONCRETE CURB AND GUTTER TYPE II, SEE DETAIL� ALL PAVEMENT MARKINGS WITHIN CIN RNV SHALL BE U � X � J � COMBINED CONCRETE CURB AND GUTfER TYPE III, SEE DETAIL� 6 Tp TRAFFIC. T R U C T I O N I S C O M P L E T E D, O P E N A L L L A N E S THERMOPLP.STIC. L STA 10+00.00 9 EXISTING CURB WIiHIN PUBLIC RIW SHALL BE SAW CUT AT THE Q Z � w LINE'A' Q R E C R E A T I O N P A i H, S E E D E T A I� NEAREST JOINT PAST THE REMOVAL LIMITS AND REMOVED TO AI � � � L NE p��0.57 � HANDICAP RAMP, SEE DETAIL �� THIS POINT. H � � � � i R A N S I T I O N F R O M R O LL C U R B T O T R A N S I T I O N F R O M R O L L C U R B T O -�-' � Z J � COMBINEDCURBANDGUTfER COMBINEDCURBANDGUTfER ,/i,���� ,'��� W � U U TYPE II IN 5' iYPE II IN 5' , �'"� .- � ENDOFCITY � �'_ _� �o���ununp �� ✓ q PRWECT ' �� _ -- - - J IL -- PROPOSED CITY `� �N . �3,�i(i --- _-' -- � -- ----------------------------- �_ C 3m�� oo„,„i J� se . L�sa ---- ` __ UNDkERCOUTP CT _-_ a -158-_.-_ - __ --ZSB_-__ . _ - _ -_ --------�.�------- .- -II - _a.;ozo o' Oli` ° � , O TI N _ . _ _ y� �-� _ --- i -- -- --- - -- - - ----- r� r. - - � --�- 116thSt►eet ° `=�'� � '.'�_ 85299 85280 i 852.56 852.51 852.76 -85313 853.33 � 853.66 _ _ 53.81 ----- ------- ------ -- �-- --- --- --- ---- - - - - - - -_ _ _-- -- - -- -- ` � =��•'�dy�- ���h�,�' � W - ___. - � -- , ii _-------- 852.48 ---85�.7F--- --- ��2-.2�---&5 � � ... � \ - - ____� 852. �5284 =..-_ 853.03 853.37 �"3.58 __�� � .� � ��-� ����Pnuuna��"��� _ � -�-- _ . � _ 2--- ---_---_- _ _ I _ _ ---- __ -____ ------851-� -� 83 - � __ ___ � .� 7C '- BC B532B . , _ _ - _ _ . _ _ _ _ _ _ _ 85 . esz.oe� Tc � � 763 � 852 � esa.s� rc --- 853 --- - Z � - --- --- � -- ' . - - - � � - . - �� __ � TC85L18 1&5 aorc � esz.ea � esz.nec � 700 701 ��� �..�;�:�.. '�. 1 � ...��; - a`�. � c .eo ' a52.5 ___- __ ____ , 852.66 i 85279 ., _ S8 ___ ° .,.. � e T�•• � _ _853.60TC53.17HP - ____ ___ 852.90TC .... -e ". ____ ' � _ � 851.88 ' � 85272 00 � J � J _ 852. '. _ _ - 851. 862.38 852A3 � _________ 852. M.E. 8520�yE.�852 � I __ __ _ .... -- ___ - .... � � ,"n �� � � -- � .w7C 110 (� U `P .E851.97 i__ • � 85300TC • ,,AA ��'' 853AOTC Y 852 40 TC a`' 160 �. 853.15 .SO i ,. 107 _ ._.. , ..:� 1U8 -- � .4 / ,. 109 853 �� _ c ' sz.85, �- � _ - .. O ^ U PE- P PE PE PE PE PE .....P. . � � ` � 852.7 P ...� � .. �\ � � � � PE PE�P� -PE P . PE PE PE PE� E �T�PE PE n �, � � --- 162 s52.7 8 � 161 2 c . gsyys� ... __ - __ - ., S . . � __ , _ , _ . , � R / B� � �� � �, ��l � � 81.2M.E. �� \j 55329 '- - ___ __ _ ��� _ �� . � asz.a ass.o as2.a5 _ .�- ass.ss �� BC 53'29 � , - - - - - - - - - ....- - - - - - - - _ -- - - - - - - - - - - � _ p _ � W � ,.` � C 109A � 3 c _ , � , � 852.3 _ - - - - _ _ - - - - o � __ __ 852 � \. � a53.a5 �'' � . � 853.05 BC �� � .7 . _ -_ 851 _ _ - -- 853.8 854 ,- 852.9 05�� _ _ _ _ _ . i li � 8535 ... ' TC 853. '- � i� � � % .0 l m 850� - 851 _... __- 852.7a i e52.7s �,, ....__ �__________...-... .________ ____ __--_ -_- _-"_________ ---__--- __ ____ _ _� N1_`, ` "t� Q�m , g51 _.. �� � � I � i .853.80 � N ___ _____ _____ � �_ � c_ � , ,_ � M i ___________________ - - I _-t ____ y _ ; , �Wv�a"�',W c Y � � �, s � ' � � ---- --= -- ---- °' , � - -- - _ -, � � I � - . i, EXISTINC�PATH ---- � � �I� � •' '� � 855 855 B�� � � ' � : _/ ------------- � �_ _- ' ` s � ��� � k�101 . � � /i a i i . , � - 857 � 856 _ i i � � Q � � '� � CONNECT�O I , ' Z C C � � � � 856 ass.5 ' � � � 869� r �� � i � �i i � � �� - ' . . �J � � - .. � . '�� �r�"� � i ' � � 867.3 " ' 857.3 857.3 �I 855.5 �� � • i Q � � � � r � 'i .' � i � � i " � i' . I �'I I i _ ` e � hr � I � `ti - N_ ����lp Z ' � i :' l � r �� � i i . I857.3 8567 �� 857 H .: 85{.5 i � `� � �•� / ' � i a i ' r i 1 i L� i i - 856 C.O. .� �� .� 856 - �` ! i -'� � Qv� C LL I � ��� � � r � ' i � r 855 855 \ /y� �i � � � � �� � � � � � { / \ Z� C•y � � i l � , r � _____-__ -- �1 , �' � � . � i i � 'i � - � � i , � , ...._. ' - ��� -- - . - 854 : ...__ - ess.s ____ __� _ - - � -- . � i i l i i � � � � � � S�� '_�--- 852.8 / -- 852.8 , � 852.8 853. � _ � S � � -------- � / i _ _ � , � i �; ��� � � , � � ess.a � , � V i i 9 i � � Y ' �i o i � i � � � l�- 853.8 � -� �- � �e-- �� �= i '`� o , i '� � r� r i � i .� � 85 85 °D f� � mry� ` � �`. � � � � / i � � 862 i � i � � . 859.9 � ,, V (ri • , W r � / A / I / BJ3H� a I i � � / r i ,� 854. 7VJ859.38 859.WBW �� � � � �'� � m r i i � -� i i I p i � / � � � a ' � i � � � ��' � .-853 � b62.8 i WaSa.w �' � � 7 /� � � Q � . � i `. i �' � , � i � , 4 , . I -g� � 853.0 i A � � � ti � . � � � �� � �' � i ��� , �gp, BW 854. y 857.00 iW � � �� � 863 _ li � > �i '. , ' � i � '� � � � � YD �'�.� ��� � � � r � /� � � �, � � � � Q � r i � -� � � . � , i i c . �i , i � i � , �D R sw � . a - � �, r h i �. i � i - �8 C.O. � --- `, � �i ProjeCt N0: i i" � � ' �i � i W � � � � . i � i i . gyy � 856.50 'QQ. � 856.50 � 85l.854.98 . � � 10135M `o m ° ) `.,. .,, i ..".... a .. �� i �11�� ,=� , i ,;�ssa.ae . � ii � . . o � , ... . SheetNo: E � � � ENTRANCE GRADING �� �� ���°�� � C2O V o W a ___ � F�� _ k -'� � � c 0 9 . 0 c` 1�5= n a _ e� Y"- � S � e m z LL LEGEND EXISTING — c UNDERGROUND GAS LINE � UNDERGROUND TELEPHONE LINE cnrv UNDERGROUND CABLE LINE F UNDERGROUND ELECTRIC LINE s SANITARYSEWERPIPE s STORM SEWER PIPE z FENCE LINE �E OVERHEADUTILITYLINE TREE LINE F EXISTING POWER POLE BN�SOIL BORING 7 m MPJLBOX e TELEPHONE SPLICE BOX � GAS LINE MARKER ii FIRE HYDRANT C SIGN � GAS VALVE }X REGULAR LIGHT POLE �s� SANITARYMANHOLE X852.80 SPOTGR4DE � � 11 END OF CITY PROJECT ->-__ �� -- ------�-- PROPOSED 50' RIVV DRUM BARRICADES 50' O.C. \� J/ \� J/ \�J I 11 I I I I PROPOSED 50' RIW i �PAR NT iSEED TPJMEN�T, I 25' RIW I 4 7 EXISTING ' EDGE OF ' 6" #73 COMPACTED AGGREGATE FLOW FLOW ,PAVEMENT 2�% ' SHOULDER 2.0% C--- L--- —� 10' +I- 14'+/- 2' 5' 8' 10' SECTION A A NO SCALE 6' #73 CAMPACTED AGGREGAiE � SHOULDER PROPOSED 50' WW EXISTING APPARENT 25' RIW I� EXISTING � EDGE OF FLOW � PAVEMENT 2.0%y , C----�--- ' '��.. ,r�.�..�,.,,,.,:.,, 10, ��_ 2� 5� 22, SECTION B-B NO SCALE ROAD SIDE SWALE SEE DETAIL � �FLOW 2.0% 1' 100' 406� 2' GRAVEL SHOULDER � TPM y END CURB HERE DRUM BARRICADES 50' O.C. ���n� ROAD SIDE SWALE SEE DETAIL e 27 � PROPOSEDASPHALT PATH, SEE DETPJL� 1' 52.5 J �I � � 7 � Ni � � �n� 2' GRAVEL SHOULDER 8$�' � END CURB HERE Q 150' OF STANDARD DRUM BARRICADES 50' O.C. ���rz�—� TRAFFIC & MAINTENANCE PLAN SCALE: 1 "=50' SURFACE �g DRAIN, SEE DETPJL ROAD SIDE SWALE � NO SCALE �� PROPOSEDASPHALT PATH, SEE DETAIL� 5 - �- -., -, S __ -_ _�_ .. �.,.- � ; _ END OF CITY � ' _�RWEfy,T - , ---_',', -- ��� 'd - �i: ;1 ir'� �d 'n'�. ;^ + .. , ,�� �,d,, . __ �F�-___-._--'I-�__--�� �10- 'i0 #��-IF— 3FC {F., � H'r �10 � �• __ 7Fi; 3F�: - - - -�ESB- -_ ___._-- .,- ZS8- _____ -- � _ -._ - _--- _- - __---. __ - --_-_.- ___ - --- - - - £SB SEE $�HEET C203 FOR � � = CONTINUATION OF GRADING B 85440 �-��-� 853.85 85357 853.67 853.74 A 853.72 ���..85��rmgmilC � � Z%6RAVEL gsy.41 ' � � 854.08 SHOULDER 85352 85339 8535/ 853.57 853.61 �;853.03 - X � s . 85 .� -- .-. - _ - _ _ —_ � / — — � 852 � � T .-_ .. —�..�A � — .seec C �Z,�. . _ � S DER - �� - • , _ _ - _ &dr .e � _ 7.5 _ ____ ';..___^ _ Q; � 851. '� & 0 B� - i � � . .. `i - _" - r-- -�- � �� � - - - _ � � ,, __ 5 :8 , 849.9 � 80� N � � a B �g , . � � __ .. y58 o y ....---- _ .__ - --- .... 852.5 . �. _� � �a - `. ___ _ _— _ ` � uf \ \ N I�J� � I 0 " 958 ," SS8 �.. ro _ LS8 _ _ - ---- 9S8 i '' � � � � ��, � � a . u�i � � _� 857.3 ...� � h � �� I IL � � — a LS8 L M a 548 9 LL _--- -__bSB -- --- � � --_--- . -y98---- ____ -_____ _ -_ i c .,'__-853_____ . _-______- __ ` a - m � � � .. o m a � m ] o a i w g m a e a o W a` LS8 ____- N 300' OF STANDARD DRUM BARRICADES 50' O.C. PLAN NOTES � RNV PAVEMENT, SEE DETAIL 4 7 0B LOCAL ROAD PAVEMENT, SEE DETAIL 5 � CONCRETE ROLL CURB AND GUTTER, SEE DETAIL � Q MODIFIED ROLL CURB, SEE DETPJL � QG COMBINED CONCRETE CURB AND GUTTER TYPE II, SEE DETAIL� � COMBINED CONCRETE CURB AND GUTfER TYPE III, SEE DETAIL� Q RECREATION PAiH, SEE DETAIL 9 50 � HANDICAP RAMP, SEE DETPJL � � LEGEND TSW4 iHERMOPLASTIC SOLID WHITE LINE 4" TSY4 THERMOPLASTIC SOLID YELLOW LINE 4' TBW4 THERMOPLASTIC BROKEN WHIiE LINE 4" TPM THERMOPLASTIC PAVEMENT MARKINGS NOiE: ALL PAVEMENT CONSTRUCTION WITHIN RIW TO COMPLY WITH CITY OF CARMEL DEPARTMENT OF ENGINEERING STANDARDS. TRAFFIC CONTROL MUST BE IN ACCORDANCE WITH THE CONSTRUCTION AND MAINTENANCE SECTION OF THE INDIANA MANUAL OF UNIFORM iRAFFIC CONTROL DEVISES. CONSTRUCTION RESTRICTED TO DAYLIGHT HOURS ONLY. EXISTING SECTION OF SPRINGMILL ROAD CONSISTS OF 2-11' TRAVEL LANES (1 NORTH BOUND & 1 SOUiH BOUND) RIGHT-0E-WAY:EXISTING 25' 1/2 RIW DESIGN SPEED LIMIT:40 MPH POSiED SPEED LIMIT:40 MPH ALL SIGNS ARE INSTALLED BY THE CITY, REGULATORY SIGNS REQUIRE ON ORDINANCE. ALL PAVEMENT MARKINGS WITHIN CITY RNV SHALL BE THERMOPLASTIC. EXISTING CURB WITHIN PUBLIC RIW SHALL BE SAW CUT AT THE NEAREST JOINT PAST THE REMOVAL LIMITS AND REMOVED TO THIS POINT. k � sTa ss+sa.�o LINE'A' STA. 25+78.10 LINE'A' w ��. � „ � ',� � � . � . ,. � ,�, „� � ,� � ��. „ - � .dis� - �'-' �-�, --'-�0 3�2 �„ ,! ��, ���, � � � � � __ �1 r �'; " _ i -HO ` �" ___ 6�__ �___--_ ___ ______:,-- _-�-__._ -_ -�-_.__8683 648 r� ��e � r hr, _ _— �� _��_ � �" ��ir, � ,. ___ _____ _ t -- � — -- -- - - --- - --- - - 85072 � 84995 84954 849.42 84932 � H49b2 B _.. __-___-___ ___ _- _ - _ __ ,' � 850.35 850.03 84991 �.. 849.47 �4936 �8.� 849.17 849J a+ 849.48 2' GRAVEL �y f SHOULDER �y� / �� 2' GR4VEL — - eae.o ea - / -- I� � ��SHOUL9F�K anq�T :- .�- -- .. � ______ easA . __ ___ �E -, .— _ __ _ I . . L _ ' � --._--_ .<_,L�-� —'R6A- _ ". - -- .. ._ „�-_ -.- - — _ �..-��. `� IU � � � , � ,' I$o � i � im;� �se �� m I I , � S i in� ....! I ;w � I ��I � i �� � i i �y � I , � �' i i I ' �W I � i �II I I I I I� � � � I �I'" � �m�a) - S S _ _ \N N� ........ � � � � .. 6tg -_- _ �s8 058 / � — ^ -- �.�. _ "�.j':; ,� b9Z 9 _ J [ �°" � ,, �� s , � .B m � o � � � �S 0 �________ � ._. ... e ....... .. � _._ .._..._ _- � _ � - - - � N [h N A 0 � w � _� o V m y y J W K f K U O � U rc w a J = O N � ' � N S a+f N � y o .. m a � d Wm W m � U N � � a � J J a � w Z Q � Z a♦� Q vI � Q Z a z J (n = Q a J � o Z Z Z Q � J a z � wC G Z � J Q W Z U U ...�o�wununn2o,. � I I i C",` � Q : o a� m;� o 0 00 Q:� zo < ." r� � y`:�'� o� ; .� �--._ � � V � �i � � V � O C U ��0; Z����� � `III QI \ W � � � C C �' W •� W02 ,c C V����� �JO � Wm�M�`° �2oCm � ���� � �m M `M-.I lll ro ��� m� Project No: 10135M Sheet No: C207 m a � � 0 a m z LL LL °a L m a_° LL i_ a � m. � � .. ro o W a � m � o z w g m a e U ? o W a 124 �g� � INV. = 845.50 � � ��� � V 12, 4 - 24' DRAIN BASIN TC = 853.00 INV. NW = 847.00 INV. S = 849.00 INV. E -� �y� � � , � � �� � INV. _ 850.00 OO OO � � � � / 5' LANDING „�, � �, � TYPIC/LL � INV. _ 850.00 � � DRAIN BASIN Q24" DR41N BASIN = 85320 TC = 852.90 '. S= 849.64 � INV. E= 848.00 '. E= 848.64 INV. W= 849.00 INV. S = 849.00 -RD e� R / - e �- 853.70 � / 853.96 �2" DRAIN BASIN TC = 853.20 INV. = 850.00 MEETINGHOUSE FINISH FLOOR = 854.00 5' LANDING � 8" PVC TO couRrrnrxo TRENCH DR41N, SEE PLUP�S NOTE: REFER TO ARCHITECT DR4WINGS FOR DOWNSPOUT LOCATIONS. CONNECT DOWNSPOUTS PER DOWNSPOUT BOOT CONNECTION DEfAIL� 7 �� :L� i'� � � . � ■ �RI ] , �� � OO � INV = 850. ( �� 8� YD � INV. _ &49.50 � � � Q' i � � 1 0 W 8��� � � RD 8� RD �� w INV. = 849.50 �O RD e� za' DRC N�2 IBNa � � INV.S=846.70 24' DRPJN BASIN 12" DRAIN BASIN INV. N= 847.70 � � �q TC = 852.80 I �4 TC = 852.60 INV. W 847.70 tS INV. SW = 846.30 INV. W= 849.00 Fi0 C� INV. N= 848.30 b INV. N= 849.00 0 INV. = 844.00 12 INV. E= 848.30 a52 --- '----- --- � ------ ----- -- ------- ------------ ----- -- --------------------- 36A 137 136 I IT-3 iNV. = eas.as 8S� � �------------- `----------- -- ----- ------------------ --- -- ------ ---- RD - INV. = 846.50 4 - 12' DRAIN BASIN TC = 853.10 INV. S = 848.70 INV. W = 848.70 � � � � I I � � � � � � � � � � � �I � I I I � � � - - - - - - - - - - J 21 22 157 143 24 _ -- � -- - - - L - - - - - - - - -�- - - - - -� - - - - - 1 - - - - - 1 - - - - - L - - - - -�- - - - - - - - - - 1 - - - - - - - - - - L - - - - -�- - - - --�- - - - - � - . ...� - - MEETINGHOUSE GRADING DETAIL BACK OF CURB SCALE: 1' = 20' ROLL CURB BACK OF CURB ^ 8 GUTTER � � / ' % PIPE & STRUCTURE NOTES 01 CLEAN OUT, SEE DETPJL 02 'NYLOPLAST-ADS' DRAIN BASIN W/ DOMED GRATE UNLESS NOTED OTHERWISE. SIZE AS INDICATED ON PLAN. INSTALL PER MANUFACTURERS RECOMMENDATIONS. SEE DETAILS ON SHEET C503.1. 03 CONNECT SUB-DRAIN INTO PVC PIPE, SEE DETAIL 04 'NYLOPLAST-ADS' DRAIN BASIN W/ SOLID HEAW DUTY DUCTILE IRON COVER. SIZE AS INDICATED ON PLAN. INSTALL PER MANUFACTURERS RECOMMENDATIONS. ALL'YD' DESIGNATED LINES TO BE 72" SCH. 40 PVC UNLESS NOTED OTHERWISE. ALL'SD' DESIGNATED LINES TO BE 6" CORRUGATED PERFORATED PLASTIC TUBING PER INDOT SPEC. 778.02. SEE LANDSCAPE PLAN FOR TRENCH DETAIL. ALL'RD' DESIGNATED LINES TO BE SCH.40 PVC. SIZE AS INDICATED ON PLAN. � i i \ / �� � \ \ � i � / 8 GUTfERB � \ i �\ / � � � � COMBINED DEPRESSED � \ CURB AND GUTfER � � \ \ \ CURB TRANSITION DETAIL � � � � o CAI F \ / I � ' ; ; A ; I I � � � sb� , ; � I A� I I l ��� I � ! � N I I I I I n I I I I 1 I O � I I �� I ! � � I I 1 � - - I� � I I I� I I - 1 � � �� � � � ' ' ' 'b A. 14+8.66 �--'-�- m i i i m ��� i 3'LTg5p.9 i � --�_� z � i i i I U i I w I i i m i i � i i i h i i �� I I I� A I __ _ I ° U I I 1 I C r I c-_- I I I .� ln I i i i� r `° i � i i i V � i = i i m w i i i m i i � i � f � i i i � i i ^� r � rc I i i i� � i 0 Q- i i i I v � � � � � I � � � � � � � I o i i i i i i i � i U i J i a � i i m I V � � i i i m � m i T4� � o � i i i o u�' �ni. i �/� �n � 8 1. TC � w � i i i �'� � u°� � i T(�v 1.12 °r 1. �/ ' a � i i i � w ro � i 0.62 �� i I � 852.59 TC ' i i i i i 852.09 a. � i i r m N� ow i i � � h i i i o o I o° � R3 m i i i ia � � � � � � . �°n � � 85 .65 TC ,_ � � i i i V i i i � � U� i i i 851.15 i � r'n I I 1 I m � m I�I I � 0 � � i i i i i 850.8 TC u? �� i I ' .. n '� � � � j � � 850.3 °D � � 852.37 TC m 9 ° � � i i � i i i � � 851.87 W .. � �' I I I I I O I I m W L U M i i i I o° i � o 0 o u� o � � � � j w � .p i � � i i w$� -a � i i 'p ' � 5EE CURB TRANSITION I i i oi m (J� � _� � �DETPJLTHISSHEET i ' � � � � - i i � i i i i i � i � I i i i p i i I i i i m I i � i I I I I N� � I I I I I I I I� W I I I i I I I� V � I 137�i.15#1%.1.9� I � i i � v� W � i 13' LT 849. B i � � i i �i I�� i i y i � I � � � i � � � ■ � I W WEST ENTRANCE J SCALE: 1" = 20' a -___________________ _ _______ _________ G _______ __ ________________________ SEE CURB TANSITION 85224 TC DETAIL THIS SHEET �2��4 w TC 852.37 SEE CURB TRANSITION � 851.87 DETAIL THIS SHEET � STA.23+qg,49 • J � ,�, ��° STA 24+3q.4 850.84 BC � 13' LT � � 73' LT ______________ _ _ ____ __� ___� __ ____ __ _ _____________________ � J J � W � � -------- ---------- ---- � Z a z 850.5 BC 850.3 --------��C850.43 ------------ BC 850.92 �BC 851.08 �T 850.35 `Z 4 850.86 851.00 � y � y♦/1 � � 850.31 --- 850.3-- -850-4------ �- �--- O v! Q '°--- - --- ----- N _. .- __.-_ -__ � -__ 850. � 850.58 850.72 � L 850.5 B� 8�.3 BC 850.4 8�.� �$ BC 850.35 BC �_ 850.92 BC 851.06 r O Z Z --- ------------------ ---------- - V a S „ - -- --- �-------- -- -- Rs � � W a O J � - s' �, � � L 850 40 FC 29 0 � r � - - - - - - - "'_ _q_ \F __ ____________________________ �/ � .S. 850 95 BC STA 24+14.8 LL � BC 850.57 ' 850W5 13' RT 85073 BC W � � � N � aso.2a � � � J Q - ------ ------------ -------- - - ------I----------------------------------, Z Z � � sra z+szas I - V V 13'RTi i ----------------- -------- - ---------------J BC 851.18 85128 BC 'i 850.68 85078 i oo�WUnumq�� ✓ o``� G '��, � � AN,�.m .................`��' SOUTH ENTRANCE & � ����� � '���`� aQ_o a� a �G, � m rc� o 0 EAST A E RD ENTRANCE =_ o o w<`: Q_ =Q ; zo < - SCALE:1"=20' � ` '"� � ?> o= y� :;a o� :° U,�: � dy ..............��..,.,,.,,�°._� � _ _ ��ip���Pnmm��`��. � � -�B}- 2 � 849.71 850.3 - - - - - 850. � � - - 850.9 - - - _ I � V __.L__.-__.-__ -__.-__.-__I.-__.-__.-_ 1.-__.-__.-_ .-° � BC 850.8 TA 27+82.49 �- � � O (7 � � �3'RT � 851. �V� O�U ------------------------------ m ------ ----- - ------------------- - DI ---- --- - - �' R55 ' ���� Q�m 850. BC � a� 8so.3 � co M c m --------------------- ------------- ----y-----'�-------- ---------- ---- - �lllv,a.. � BC 8502 STA 21+35.16 i q,9' 8512 BC $50.1 W �� 13 RT BC 850.8 Ft 850.78 FC 850.91 850. 850.3 i � � � ZQz�•�W ---------------------------------�-------- - � ------------� -------------- � o � � � � �QWO�'m'� BC8517 852.1 BC----- 852.11BC Iiim�MV(� -- 851.2 851.6 ---851.61 �V�2�Cm ------------------------------- .i �C � � WEST ACCESS RD ENTRANCE �� � m., PLAN NO7ES SCALE: 1• = zo� � M. \ W � LOCAL ROAD PAVEMENT, SEE DETAIL � �O (Q Q� � CONCRETE ROLL CURB AND GUTTER, SEE DETAIL� m W � MODIFIED ROLL CURB, SEE DETAIL � 1 Q COMBINED CONCRETE CURB AND GUTTER TYPE II, SEE DETAIL � Project No: 10135M � COMBINED CONC , DETAIL 2 Sheet No: QJ CONCRETE DEPRESSED CURB AND GUTTER, SEE DETAIL �� �" ��b/�pw,�� /� � TRANSITION DEPRESSED CURB AND GUTfER TO ROLL CURB AND GUTfER CL O V C O 9 � O 9 �I f N N O O E m Z a LL � C a - m � a � � m o m .a N m O � W ma �� i_ a � m. a � `o m � m o a ma �� 12'CMP 12"CMP SqNITARYMANHOLE J x.t " .y � �: IXISTING 16" lb"CMP INV=851.07 INV=851.43 12'CMP TC=85208 _ P _w�d - '{�-_-"' '�� F�T Tr` ---- WATERMAIN INV=850.08 12"CMP �-- " ��INV=851.46 INVW�Z98, 8"PVC __ - - --- r�`� ? ' -� -- --- ----- � � �� �.� � INV =851.05 ��,- _ 1_� 837 8$-�.PXG�_ _'_' z _' - — -' _- � - - / - _ _ - � � ---� r------------ ------- ----- ---- -° - _ - EXISTWG 33' RIW � ' I V - � � � - � " �i � _--. , , , � �'T � •-r� - � - - - - _ ---------- �, ,I k _�_ - - - -- --- --- . t r � i � - - - I ._ __ _. �_C _ _ ' _-_- � _-_- _'�_- '__- °'__-_ -_ '-_ __'- -_-__'_ _'_ -'_ � -__ - 15'RCP . / _ ____ � __ _ _.-_� -_ _ '_ -_-_ -_- _ ___ -� - ----_ ____ PROPOSED ' � �. =g ---- _________ �es .� - F '-- �- - i _ _ - - �• �- Z. �es 70'R WW � � . �� �� �� �---- :.� - � � INV 49. � ' I - - � -- , -° r � _ , I . -- i SANITARYMANHOL�, ' ' - - - TC-85353 � --- - -- _ - -- �SG F�� � - � � � � � � � � � � � � �t� INVE=839.90.8"PVC�� �,���.. ____,, � � �e� „ -�. �eo s� I i.; =�o� - - - - - --'�_ --- 5 _-_- '� - - - - _-� __}- - - - _ = d � r. � - . � BtE ; s � � s s s ��° VN - 1"PV „Ne, ____ _ - ____ ___ ____ � —__ � E2 � � -. �E � ,E� ` c; � /NVS�834J8, 18"PVC ___ - ;; __ ___________________ ___ J__ ' :.._ PE � -- `� ___ _ — — — _ _ _ -. - ,� Ep i� i �� i � i �� � ----- - ----- - - .Ro INVW-835. , PVC --- � - i i i � � _____ __ _______ � i i � -.-. � 16 CP i_ -` s ___________ ______________ ______________i_ i i I 1 ���_�� � i . � � � S ,��� INV =849.46 i E1 i__� `� i A� � � RAISECASTINGTO �-, E� �__i � i � � r c- 853.90. PROVIDE ' ` '�5 , , i s• Pvc u�ru� I � � �. � � %� ADDITIONAL BARREL �� i ' � ' � VIVI � � , � c i i � � � � @ 1/4" PER 1' MIN. � i '. �� ' i i � � � �i SECTIONS AS REQUIRED �.o. " � i n= I � ' � i �� m CLEAN OUT TYPE III 853.80. PR�OVIDE � - � � ( / � � f SEE DETAIL ADDITIONAL BARREL i � �� � � i ' � ( � i 6 SEC IONS AS REQUIRED i I I � �f i i � �, !� i i i i � i ! �� � � � � _ _ � SANITARYMA HOLE j i � � ' E3 � i � i i - - _ - -_ -p, ------- - �--85��3 i �,. � i r-- � i �r l r �� �' � � - - l 0--86_____ ::::.F � INVW=835�89 i �� i � � i i / ' i� � ' D� °r -„sD s MW E=83S167 � J-t ; � � � � ��Q' i � ' ��� -� �� � � ��i i i r Fq; � i . ��`'� n �� e.o.� - R � _ � � � . �. �i i i I / � �i Z/ � � � �' ��A - I � �° i �i ;� � i r � i i : , a � _ 2, A � i . i i i � � �i � � � � � INV.850.5 � � r � � . i �i i � � i i l l � � / i � � �, � � i _ _ � i �i r � �� � �I I I � � l i � r / � .. �q ' �' , . . � I I i � i I � � � �' � � � � Q � � , � � SANITARY MANHOLE i i i � � i �i i i� � �� d' � i �, • TC=851.66 i i i � � 2�' � � � " / i , ' � ; � � � tu � � INV. S = 834.26. 18"PVC � � � � i r � i ��i � �� � a �! . INV.N=834.26,18'PVC C � �i �i � , = � �i i i� � i i C�i � � - FINISH�LOOR=&57.50 II I � I tl �� �l� �,� � � i �i 'wr i ( �l i i i � i i � i i � , / �� � � n; � ; i i i � i �i � i i �� i �� � � % � � �. �� � i i i i � i i r i� � � �,� ��. 5� � i i i � i i r V � i � 'S i �i� � / � , i i � i �r i i i i� i'^O . �. I �i i i� i i � r i; i �� L°J� � � _ i � �;�� : =�� � _ i i i � � �� r i� .. �, - : l / j i �i i � � i i ! i i i� S. � . i a � �' , , , i i i � � � i � i � •� � � � %/ " " � = � ,i — i i i i i i � , . ,. � i ine nsi i �� �� � i i � :� q/ �� i i i � i i i �' r� . � S.. & �'S� �_. � p ' _ i i I i 'i � r i �.. �. i i i � i _- - -_ — �� '' �� '�/ � '; _ „� i , �� i i � i i p ; I ��. . i' -� --] OC Y" �` ; � i r i ', ; i I � i � i � i i , � ` w — �� -. ° j r I i i i � " �_ W W ::: W _yV_ ___ -_ ,b W �:.. % . / . ' / � � � � � � � � � - --- � ; / r � ' i i i I I i r' � --__ �ao 0 � l i i� •'?� ' � � � � � � , , �— — — — ------ —�--- , , , � � � � � � , � � � � �� � � � % � i i i I I � � I� �I � ' � � i� fJ. Li��. — fJ� Li Ce] i� �%i� � u; `��...''ii i� i' �;l i i i i d� i �i i I � i i � i i i � � G C G � j ; ni � '' I= . i i i I i li i � i C l � ' �' . i i � � I i � � � II I i i ' I I I I I I II �ln I 1 I I �S, y0� � � � I I I � I I i �i i � E3 i � i I � '.�� ` ; iu im i � 1'� i i i� I i � i L i i �� i I � E4 � � � � I; �, 1� ' ' � � i i i I i i i � 0 � 1 ` �� �i i i I i ;�i _ i i i I i i �i I i i i I G2 �� i �; I�� ' � SANITARYMANHOLE � � � I � i i I i I li i li � � i i� i i i I� I TC = 853.41 � ' � i i i i� i ; � i i '' � I INV. S= 833.89, 18' PVC 'i i 'i � � �i i I i I i � E � I E5 6 +s� � d I � � I i� ,' I��;j _I I INV. N= 833.77, 18" PVC I I I I I I I I W� I I I d 9 I I h` I i i i i i i � i i i ' E ,p � s I i '� � I �. i i i � I i I i I�i Lo, I�i i i I G3 p\ y `� � i �� II I� I I�i i �i I 6" PVC LATER4L I �� i I�i � �i i i J �iz° �—J n o• � i � � I i i i (03 1/4" PER 1' MIN. i 'I i i � i � � I i ., I i � � i i i i i yy E4 � _ �.� � NOTES: 3 l i i i I I � � � j �D. F G C I i h . 1. CONDUITS REQUIRED UNDER PAVEMENTS. i i i � i i I i j li i i � I i I � �I 2_ GRANULAR BACKFILL REQUIRED UNDER PAVEMENTS. � �i ' � �� �i i I� � I �� � � � I O I i I I I 3. IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, i i i � I � I I I' i I� G "' I i � II ' THE EXPENSE OF SUCH RELOCATION SHALL BE THE i �i i I INV. = 846.40 � i I� � I i i E4 i ,_ � �, _ RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLES � ' � i i I 2' I o i i I C'� sa� — G G G G I i Ip �� , SHALL BE LOCATED WITHIN 1 FOOT OF THE PROPOSED RNV. � � ' I CLEAN OUT TYPE 3 I i i I i—� i i a i � i f I �i i i SEE DETAIL i o i i J j i i i I i-� RD 1G7 a i j Ij I I I I s I � N i I II � I I I I R J � I I I � I I I RD w I i I I I I � I I I I II Q� I I I � � I II G � � � � _ � � � � � � � � � p � i �� i i�Vc i I PLAN NOTES � � � � � � �� r � � �,�, I I I I � � I I I I� I y I� K / "p I � I I I I I p I I I lfiel I I I � I � y � ELECTRIC � � � I � ; " , � � � � MEETINGHOUSE I � ' ( i i i �i I � � I� ��� � � +� � FINISH FLOOR = 854.00 � W I i y� PRLAN E 101 BY OTHIE S) ITE i �i i i I � i i I�i � li i i I • % ] I � ° � � EXISTING 20' � � � � I i i �i I �`� i i I � i - I WATERMAIN E� PADMOUNTEDSWITCH � � i � I __i- I i i i"' i I ° I � "'ll �� I I GEAR BY IPL i i i i � i i c i i I i i � � i i i i i � I i �i `� i � � . w� � i P �E � � ELECTRIC LINE, BURIED BY IPL i i i � I i I i i i . i 5' TO CITY STANDARDS IN EXISTING, i i i�u ��s ias • k � SANITARYMANHOLE i i i i � i i i � i i i i /. i I � i �� � `a � TC=851.&5 � � ' ' I i i i i i i i I O sa � PROPOSED & FUTURE RNV � � � � � i i i L � i i � 1�� � I I I � INV. S= 833.06, 18" PVC i i i i ' o i ' I , INV. N= 833.08, 18" PVC i i i i II I I � I G� I� I p I LEAN OUT TYPE I I�8 0 i o-' i E3 ELECTRIC LINE CONTRACTOR I i i i I i i i I TO VERIFY WIiH UTILITY m , , , , � ,, i � � � IIIIIII SEE DETaL � � °' i i i i I I i I i I II f �i i I � I 6 � U I i I ��Il�'�' I II I I E4 ELECTRIC SERVICE, VERIFY 5 i i i i � � i i � i � % . i WITH UTILITY N I � I � I I � I 1 I I 1 1 I S I �- „ i i i i I �' �� �� 1�, F �° `� � � � \s I i +b . �; I E5 ELECTRIC MEfERS FOR MEEfING HOUSE o i i i i � � � � �o� I � `� . �J I � - AND TEMPLE TO BE LOCATED INSIDE e �i i i i I i�/ '`� � �� � �\ � • c. 3 � II II i Ij UTILITY BUILDING, SEE ELECTRICAL PLANS E i i � � o�i � A � �� i � � .. . �-�. ° � � � � : 1 � � ' `.\ � � I a i i i i � i � � � Q9 � i GAS � .\ I ° ,� � ' � � � A `o �n '- rto i ' � i i i i � � � \ .\ pyp �,q7E I i �� G1 OAS MAIN, VERIFY WITH UTILITY i_ i � i � � gQ � � � � �� rt � A \, j I I I / � • � '� �. \ . -"-- � � � `� 2 GAS SERVIC RIFY WITH UTILITY '_""_' i i i I i � � � . ` i ,, �--- — -------- ------ — — , i i i i \ � � �� ' ..� �""____ __ ___ _________________ ____ ________ __ __ ___ __ ________________� __ 1/4" PER 1' MIN � i ' � � tl � '__"-- \ � I G2 E VE ____J I I i i I i \ • ��\ Q ` 8 .............�-__ x R � � , i�� ... � I TEMPLETOBE�LOCATEDN SH EUUTILITYD " � / \ �. � � �� � ` UNDER SPRINGMIL RD. G3 'u i i DI�2. ' 6 � � ` � \ ��� � $ $ $ $ $ $ 'I ' BUILDING, SEE PLUMBING PLANS . 9 ` ` � '---'------- -- - - --------- --- - -- --- ---- -- --- � - ------------- G1 L i �NUI' \ \ �� uz `,O_ ____ ____ ____________ _ ________ ____ —_ ' ..,, i ERCITYSTANDARDS � P ------=� __ G G G G G G G G ' I ' WA7ER % � / � ` �\ �.�_ -' _— __ZL ___ _______ _ __22 ___ ________ ��— ua Z� i5 w I � � % �"---_.�_ _.c �io.__�.___, � 1 , . � � SEESHEETSC305&C504FOR ` ' --- ---� ---' --- --- ---- - - - ---- ---- a_° i i yo \\ . . ��,, in a LINEA ____________ �e°___ _'N _____ _—. _—.— —.—___ ____ — ` 1- �--1..._ WA7ERMAININFORMATION LL � \ � ___—_______ _ �_ I CONNECT EXISTIN \ � \ • i 1 ` f �` _ —_— — _ _I — — � — — — � — — — — — — — : k Y . SANRARY � ��SUBDRAINTON � � . ___E _ _ i __ E _\ ________ _ _________________ �_____ _ Eii _______E_____i __E_�_ . E � __- i e 4 PVCBDRAIN �\ ;i"_'______ L.________________ ________________ _ ___________� I . I �� � SEESHEETC301&C502FOR I I t SANITARYSEWERMPJNAND � p I i LATERALINFORMATION E � i , l i' PRESIDENTS ------------------------------i--I I, ' STORM a I / �? � EE SHEETS, C302 - C304 FOR STORM a i � �u INV-840.02 / ��—________ _ � � � i i TEMPLE i I _ SEWER INFORMATION � � � / i i e � __ _ � / � RESIDENCE i I m i i'�. I -Ii I � � A � N 0 � z w � �p o V m y y J W C � U 0 50' 100' ° LEGEND � FJOSTING �— UNDERGROUND GAS LINE T T — UNDERGROUND TELEPHONE LINE " CATV � UNDERGROUND CABLE LINE � x � E— UNDERGROUND ELECTRIC LINE � N � � �� o $ — SANITARYSEWERPIPE °m � c ° ST - STORM SEWER PIPE �m W L �' w X - FENCE LINE ° ° ° " ° OHE- OVERHEAD UTILITY LINE TREE LINE t EXISTING POWER POLE � FIRE HYDRANT � GAS VALVE Y� REGULAR LIGHT POLE �si SANITARYMANHOLE PROPOSED — S - SANITARYSEWER � m STORM SEWER J — - WATERMAIN a E - ELECTRIC SERVICE C G - GAS SERVICE C — � - CONSTRUCTION LIMITS � — YD - YARD DRPJN SD- SU&SURFACE DRAIN Q — RD - ROOF DR41N Z � CURB Q � CURB UNDERDR4IN Q • SANITARYMH ^ C.O. � SANITARY CLEANOUT � LL Z O STORM MANHOLE '^ = Q ❑ O STORM INLET Z v� � Q 14 SANITARY SiRUCTURE NO. Q J Z Z NO STORM STRUCTURE NO. J^ O^ � � O+I FIRE HYDRANT Li � O J 85275 SPOT GRADE � DRAINAGE FLOW � Z � w5 � DETAIL NUMBER J Q } � SHEETFOUND ena.s SUB-DRAIN INVERT � � J Q TC TOP OF CURB OR TOP OF CASTING � � U U TW TOP OF WALL BW BOTTOM OF WALL �o���unumqp ✓ M.E. MATCH EXISTING ��� �� ' � '�o � N � .................���� � � �;::,,�. � BC BACK OF CURB ELEVATION � m�� �° o 0 6�'=� � _ ; o o w <'_ � _ FC FRONT OF CURB ELEVATION -�" -_ =_Q.� zo < o<ze = Eu � 2'O HP HIOH POINT ,y�,,,� � "� � � � � , � O� ry! ,....r.�e � �a'.e MLAO MINIMUMLOWESTADJACENTGRADE %,.y���"""""""oa��o� I � II� � Ci � 0 � V � O C U �m0; ZW�O-�m.0 Z�J�� Q�m ��ll�ia�,W c ZZ°?���W In � O � C Q V�JO �6,C Wm�"��� �Z�.Cm � O��m. M `M-.I lll ro ��� m� � Project No: 10135M Sheet No: c'ca � �Q ��"�'°�"� C300 �i �i �� II i i I I I i I I � i I G/ " . . . . . = . . . � i I I I I I I li I I I� I I � I � �i �i �i I �I i i I i I �i i �i I ; iai � �i �, �, � I � I � E � � � �� I � III I I I W'I I I I E 1 I il I I I I I I I I �i �i II i �� IIT- � C\ i s + i � I i I�i18 10. 9 i �i J , iss � I �i i �i i I�I II �i i I�i .UO' � i �i H" 0 W � I I �� �I I I I I �� I I Lb. �C � II I I I I II I I W I � I II I I I, I I I I � I I � I i �i ii W F �i i �i c I i � � � I I � I I I I� I � i i I I al G �� I i i L �i �i �i E E E E II I � �i I II I i iZ� i0 i i —G G G G i . i i i i J � I i� � II RD i i I I i I i p �i i 'i ��� �� �i i �� �i j � �i i �i �' R � i i i i II O RD � W ' 9 I i 'i 'i , II i i i'� i i I P III I I i r I I I I 1Y! 0 II I � �� � � �� � i� �� � � � �• � � i i � i / i i i i i I il i � o i SANITARYSEWER PLAN LEGEND __ I I I I �� �, �, � MEETINGHOUSE I � ��� ,�� � ,�� � �W � STORM SEWER I i i II I I i I I I I i i � I I ' �i i �i I �i � i �i � ° i S— SANITARYSEWER �i �i i I I il __i__1i I�i � 'i �i °� � V o II i yy— WATER LINE �i �i I �� �I � i � I �- w % �i � I I I I ��� ��3 I I I �� I I I I �i I I � SANITARYMH I i �i II i I i I i i i � i I �� I I I I I I � I I I � I� I I 71 SANITARY STRUCTURE NO. i i � I i �i �i I I I i i� � i I `� I I �S,wITnRYUTEwiL �, ', �, � � � � � � IIIIIII � ° I ; , I� I'� I I � I I I � M I I � � � � OO+pp.00 SANITARYLATERAL I I i I I� I i I I I � IIT. �'I�8480 � �� I � � � 00.00 STATION & OFFSET i i i oz �i i i i ic i � I i i � i �� i 6 � � 30.�D0' L OO i S S IXISTING SANITARY SEWER �i �i i �I �� � �� , . � A �� �� . �� � � �c. 3; � � I ii i i i I I � ` � � \ � - \� MO �� i W IXISTIN6 FORCE MAIN i i i I � � ��, � � .. � � � �� ' ��.A + OLE �Q R� � ��, .' �i i � � � \ �f�. w ,� �.��� RD—d � � � I „_ I i ' �,t �� �`� C �� �� II �� MqNHOLE R MANHOLE rc MANHOLE �i � i �I i� � ' . . , ,� L� I 25+12.76 i SEE SHEET C502 FOR SANITARY 'i 'i , � � ` � . � �� � 24+q7,66 pp+g7,6p I . � � . . � . is ,__ — -- ---- ---- — — 33.00'LT � DETAILSANDSPECIFICATIONS -'_____"'_____- � i � �� � � . � � • �. 36:00'LT__P�___ ___ __________�3.946F_ m________ ________ ___ '_'_� ii i . `. ` �__ �_ � 3� _ __ ___ __ , , � , , � �� i i � � . y� ��. �, . ...\ 8 .__ 117 i3e IIT- i i � f V `� �� �ai� �� S S S S S '���' .' �' �� ` ` �� �"--- ------- -- - ---------------- - -- --- ---- 3 - --- � - ------------- C�NLY ` � ��'u'. �,c�— � . --- ' �' � � �, -__ G G G G G G G G G _ �I � \ � \� ` .____il L — 22 — 1 5] - 1d3_—�___?�___ ________�___15 N I i � � �. __ ___ ____ ____________ ____ _______ ____ ___ _ _ _ ___ __ ____________ __ _ I � � � _ . . � i ��, � . �__ _ � � i V `. �._ ��, - � -- — V � `---- ' � � � --------- - ------ _-_EA ------ ---_ --- --- _ -- -- - — — — — — — _ LIN ,� ,,, V�. I ���__ _ — — — � \ i� , E'--____ E E _______ _______________ _ _ ____ E _______E________E �_'____________ ___ — i A A i `1_, i i � . �' V "� i i / �'__ — ___ ___ _ ___ __ _ ___ ____ _ �ss _ �i �I ........._4"PVC � � \ � � r �l ___ ____ ___ ___ _ ___ ____J LATER4L ____il____ _ � �. isz� INV =840.02 � ' � — _ _ 24+27.49 — — — — — — — — — — — — — — — — — — — — — I � r i � i 32.00' RT �i � � � ^ i � i LA7ERAL LATERAL LATERAL �i � � � ' � / � 21+27.49 22+27.49 23+27.49 i � f i j i 56.00' RT 68.00' RT 56.00' RT i II w — � ---- �,s � � j � MAN OLE � ,u �'. \\ � i i 25+1�30 � � � i 118.84' RT I � - � i r,, � � � � imt � -' � � � �',� ,o: � � � I � i � � � � i \�`` � 855 : � E%i� a ; 840 � a p a 035 LL W 830 0 LL °a ; 825 LL f c m ' m � .. m o m� a � p i o .. i w m a e a ooia H•Lf'�U7 ��, ��—�, � 8" SmR 35 PVC Ctp 7 SANITARYMH IIT� TC = 848.40 SANITARY MH I IT-6 TC = 847.30 , l���i� ����� i i i i r / r nz i i i l i � r„a �+ � i ; I IT-4 SANITARY MH TC = 849.50 ,- 0 �� � ��� i LF OF 8" SDR 28 H:bS�I9 a LF OF 8" �aso PLAN 8 PROFILE STRUCTURES H:bi�'U] —I--�v�_ INV. LF dF 8" Sd2 26 � i � I I � � I i I wl _I ��II Iij iI I ' I I � _ c. I � � � N I i _. I I � I J � I � _. 7 a � I I .,�ii�� � � I ��".. rli � ���- SANITARYMANHOLE ��,f �':� � � � TC = 851.B5 C �� lNV S= 83306, 18" PVC INV. N= 833.06. 18" PV I 1� I b�' ll I I II � �I I �� II i I I �' �� � PI �_ -� E �� � . I CONTRACTORTO BOREUNDER SPRINGMILL ROAD PER CITY STANDARDS �^--�-�0 s IT-1 SANITARYMH TC - 851.30 —i—i=J INV. LF I ���-SANITARYMANHOLE TC = 847.56 ` INV. S= 832.29, 18" PVC , ^INV. N = 832.29, 18" PVC \ CORE EX �ISTING MH TC - 847.58 �� �I� �� �� �� d�� SEE CASING DETAIL � NO SCALE MUST COMVLV WITH ALL APPLICABLE iNOOT sr,wwaos. za o.o. , CASINGPIPE , SCALE: 1"=5' VERT. 1"=50' HOR. 20' O.D. 3'IEEL CASING PIPE, o.a�s rniN. wu� nnawess, 8'3DR I 8'SDR28WC 28 wC 0.332' MIN. WPLL THICIQlE33. CARRIER PIPE NOTE: MINIMUM COVEN IS 5.5 FEEf FBOVE 1HE TOP OF THE PIPE. WOOD BLOCKING W/ MEfAL BANDS �T��1 PIPE BORE AND 3LEEVE DETAIL � C NO SCALE ALL MATERLLL USFD FOR SHEETING, WHALERS AND LINE STAKE LINE ��g MUST BE OF ADEQUATE SIZE TO SAFELV gTAKE WRHSTAND EARTH PRESSURE. FOR DEEP PR3 STEEL 13 ADVI3ABLE. STA1� � n N O � Z W � c Q o V m y y J W K � U LL 0 � U C a JI � � H 3 � 0 � S a+f N � a� ,,,,,,,�������,���- u, USE DNGONHL STRUTS WHERE , ONLV FltOM WALL OF PIT MUST J y BE3HEETED SPREADERTOCLEARPIPE � � AND MACHINE � C O � � ��:�� 4'CRUSHEDSTONEAS /1/ J REpUIREDTOPROVIDE V� � SUMP HOLE STABLE BASE FOR MACHINE. ^ L.L � PROVIDE SQUARE AND VERTICAL BACKSTOP IMPORTMIr: PIT MUST BE CONSTRUCrED CAPABLE OF WITHSTANDING 85 TONS OF WITH SAFETY IN MIND. SHEET � i/ .WCqNG PRESSURE OR SLOPE WALLS TO PROVIDE �l ASAFEWORKABLEPR. � QFMIQN NOTE: 1. ONE SIDE MUST BE CLEARAND ACCESSI&.E FOR iRUCK-CRANE OPER/TIIXJS. Q Z � � 2. SHEETINOISREWIRFDWHERESOILCANDRIONSWILLNOTALLOWASAFE � WORKABLE PIT. ANV PORTION OF PR NOT SHEETED MU3T BE SLOPED FOR 7 � SAFEfV OF MEN AND EQUIPh1ENf. PIT CON3TRUCTION TO CAMPLV WITH ALL ! � � � PROVISION3, REQUIREMENfS AND LATEST REVISIONS OF 7HE FEDERAL OCCUPATOWIL SAFEfY AND HEALTH ACT OF 1910. rn � 3. ANVBACKFILLREOUIREOWfR11NiHERIWSHFLLBEPERCITVSTANDARDS. � v. Q a J z Z _...._.._._ � a O J Q Z r � � � � � � � Z U U N 83 29 18 PVC S 83 2918 PVC PL.AN SUGGESTED BORE OR JACK PIT � NO SCALE � C",` � a Q:o a� � m'rc o 0 - o� ?¢€m z0 a _ "' � _ °.0 rrJ � ? y":�6 O� 855 :,�'�y,...,,.,,.....�......�, : � r:i� :,� 835 : / E:�� , I � II� O M �0 � V � O C U Z�.mo; ZWro-,m.c �J�� �m �w�,a�,W � W02 .c c ������ �JO � Wm�M�� �ZoCm � ���� � �m "� `"'-.I W ro ��� W W Project No: 10135M Sheet No: C301 III il I I I I I I �I�I r li � I� 4' J I � r a I b V ah U� � ? 4� �i e a"' ---- I�� L � V I � ' I m �� a� ti ^� U� � 2 �� � � r� : ao I U y� �� Z II I a �il �m � <i u d STORM MANHOLE 5' 0 � vTC = 853.60 I �uFCUeu� a_� ri� 106 TCO 851�70NHOLE 5' 0 : , Illiil���■��'i����m����� ■I II1��• � , •: �■■����■���II, ���Im�ii�i:�iii�������i���i���� INV. 8�}Q I V.Ef EXIST i SANIT ` SEWE 835 830 � a n E f " 850`o ° Y D DF E Z 12 PVC LL 845 �_ 12' PV E. 0 IN . _ &4 .68 °a 040 L � 9 LL �� 835 m � � � .. o m a � m ] m;� 830 ry a e a o W a` 133 T�O 86 MANHOLE 4' fd � INV. INV. S � _'__\ _ STORM STORM MANHOLES'6 MANHOLE 5' 0 TC = 847.30'NEENAH� 104 TC = 850.00 R-1772 CASTING 'N ENAH' R-1772 NHOL 6' fd A C STING T_ q�� cn I O �IW'��:Y3L: �.� �� \ LF QF 30 R¢P � O.h 5% I I I I I I, I 151 LFj OF 30"I RCP (a� 0.38% I II, I I181 LF QF 30" 1�2CP � Q.30°h I I I i 115 TC?g50� . BOX STORM MANHOLE 4' 0 STORM 124 TC = 850.80 MANHOLE 4' fD STORM 'NEENAH' R3501-TL CASTING STORM •NEENAH' R-3010 130 TC = 853.80 MANHOLE 5' l3 106 116 TC ?8510.06 BOX 125 �NHOLE 4' 41 CASTING NEENAH' R-1772 TC = 851.70 TC = 85020, C STING 'NE NAH' -1772 'NEE AH' R 501- 'N ENAH' STOR MAN OLE 4' �� E CA TING CAS ING R- 10 C TING TC = 920 � Y D D IN 'NEE ' R- 10 CA ING _ "SUB- RAIN INV.=847.95 ____ - _____ ����1�������� ����I' �'l�S��I�R1�� 845.80 � INV. = 7.� 6" U&D IN IN .=847 3 VV.84729 JV. 847.16 IV. 7.06 IN . E 26 LF RCPI ,2• ,s . � IN1/ eaz.as , �, INV. 841 i 772 � S ��.ER VV. 8�.64 STORM MANHOLE 5' f6 TC = 846.80, 'NEENAH' OZA R-1772 CASTING W/ NOUT42RT & ����� ����� ���� � :. .� �:kk��� STORM MANHOLE 6' 0 105 T� _ �,.�o 'NEENAH' R-1772 CASTING Z' x 2' CONC. BOX TC = 850.85 'NEENAH' R-3010 � 1 5 2' X Z��oN . BoX Xz� � No. B X 1 9 TC 848.3 C = 851.&5 'N NAH' 3507- R ' EENA ' R-301 CA TING ASTIN x� •; _ 1 6 s�Xz�co c.so Bis &eass ��:� T . = AdR 1 �IIII��!!:��il�' 'J�. �'ii�i�l�� �I��i��� e�■�i�i�� 846.75 %.� � G�1 0 N � � � � N SCALE: ° 1'=5' VERT. 1'=50' HOR. The sWrtn sewer system shall be cons6ucted per i design speafied and as approved by the Cily of � Carmel on the final approved construction plans. De�riations from the approved design shall only o � bepe rmitted due to speGal droumstances or _ dHficuttyduring consWdionandwlllrequlreprbr �f9 � field approval from a designated representaWe m w of ihe Cily of Carmel in addition to supplemeMal �� approval by the design engineer. M explanation � of any such deviation shall be induded as a LL requirement on asbuilUrecord drawings submitted o for release M pertormance guarentees. Approved a deslgn slopes Identlfied as generating velocitles of � 2.5 tps or less or 10 fps or greater (at full flow capacity) shall require as-built cert�cation at ihe w time of conshucfion, priw to backfilling the pipe. a Tha contractor is insWded to as-built each section � of stwm pipe as R is being installed W ensure �, compliance with the design plans and as vi approved by the Ciry of Cartnel. J -j � K M N��S: m SEE SHEETS C503, C503.1 & C5032 FOR w �� 3 STORM SEWER DETAILS AND SPECS. �m W � � TC = TOP OF CURB AND TOP OF CASTING ! ALL STORM SEWERS PIPE WITHIN PUBLIC ' RIW SHALL BE RCP CLP,SS III / � 3 `" 0 S a+f N � N o a ti m U M y � W J � J � a a � � � � � ��' II�ONMM�ibl�ONf.�� � L r.8�6d01ByNAg. � Q � a z a Q � " . � � / 2' x 2' CONC. BOX �/ - � \ �� � � � �^s II . nn TC = 898.95.'NEENAH' �+ '/� � Q STORM MANHOLE 5' 0 � LL R-3010 CASTING DOUBLE ROLL CURB INLET � v, V> Q HEAD WALL TC =&46.80,'NEENAH' 4 5 TC =&45.94 � J Z SEE DETAIL � O� � OZA R-1772 CASTING W/ 113 �NEENAH' R-3501 TL & iR W O � � INV. 37.30 SNO T 42R /60 & C STING r/� 625' UMP v, _-_��ii�i�i�� ,.�I��� �������II� ���������1 �������II�� ��ii�i�il�� ���I��II�� 7����'�� � � � . I'.I■I��■■. • • � � �I�i������--��� .n�■�ni ��,����� �� INV. S&}1.09 JI I 841.�6 �� I/� I SUMP 80TTOM � 2' X 2' CONC. BOX = 833.39 STORM MANHOLE 4' P1 134 TC = 849.90'NEENAH' 2' x 2' CONC. BOX TC = 850.65 R3010 CASTING .��o � G� EENAH R-3010 126 CAST�' R-3010 132 T� ? CAST NG S ORM NHOL <�s 125 1 4 ONC. OX �NE PROP SED RADE T=850. 0,'NE NAH' CAS R 10C STING C=85 .15 - _ _ _ � I� G E ' FFNn ' � �,,. � � LINE , �. _ � � Q : o a� 840 = � w ° ° _ oo w __ Q:; z o < _. �� ' y':�� o� ? ,�'�--_ ����I I I 835 z• z• co c. so o� r =aso. 830 � c�i , , � M�� CASTING �' ^ � O •� U STORM v 126 �N 850 65 0 �^ j f� ^�� ��` ��i�m ll�ia�-W.c IE Z�Q� .0 C 850 � ��'cW s^ su -ow.i ��I�III���J � 0 �� INV. 847.90 , Q W � m(�� C -INV E845. 1 `� � � �/ lC �r,v. sas. s 845 W�? o � m � Q��m� 840 � �.\ W � j�� W W 835 Project No: 10135M Sheet No: sso C302 c a n a a� w 0 e m z LL �� m � a � � m o m .m � m o a w ma �� The sWrm sewer system shall be consWCted per NOTES: SCALE: design specified and as approved by ihe Cily M SEE SHEETS C503, C503.7 & C5032 FOR 7"=5' VERT. � � Carmel an ihe final approved construction plans. STORM SEWER DETAILS AND SPECS. 1"=50' HOR. o N Deviations from the approved design shall only „ be permitted dgue to special circumstances orp TC = TOP OF CURB AND TOP OF CASTING ° fl d apCp�royval from a desdg�nated repre�sen�tathre�r qLL STORM SEWERS PIPE WITHIN PUBLIC afp proval byftheedes gn eng n er. M expl nation � SHALL BE RCP CLASS III of any such dewa�on shall be mduded as a = � �+ requirement on as-builtlrecard drawings submittad �=, ', w 12" CMP -, for release W pertortnance guarentees. Approved �� ,., � INV -851 43 design slopes identified as genereting velocifies M � -- , � �� .� � 2.5 tps or less oH 0(ps or greater (at full flow . f "-' � o° �� INVC851.46 � SANITARYMANHOLE capadly) shall requlre aabulll cerlfAcallon al the , , , , ___ - __ ', ��, ° 12" CMP , � TC -852.08 time M consWCtion, prior W backfilling ihe pipe. �,,, � � > w INV =851.07 I �� INV W=837.98, 8" PVC The contractor is insWded to as-built each sedion -� ��� � m INV E=837.88, 8" PVC of stam pipe as R is being installed to ansure ry� -�� ',tiy `��, _ � Q 15" CMP compliance with the design plans and as � ' � i -' � INV =850.06 12^ CMP � epproved by the Cily Of Cemtel. o W ..�f /� VI �; LL INV=851.05 � � , .� �;e ---_" ° -- y �-�._. � � o � � � � � INV�B 9.42 � � n1�� � . _ ---___- ; A �------------ __ � � 1 �6TH S� � - - - - _ �--- - � ' o � � i � _ .f � . , , ` � a .___- i . _ ___ ___ i ' I ' - ,� ,� _'_-� • • , ' _ - ----- . � � - � \ w ��'� E / / t-- ___ - .,.. � 6____� h L / ' / --------- 1W � ' _ � ______ ..,---- Z 1es � C, _ , i � ___ �� `. � �� Z iaz , ��- . - � °° �� L� Y� ��- -- � � ��`.' ;' � x 3 � r / i _ , I _-^,_ � . -+ p � _ ' _ ' � � -.;+� �- � m x .`+� _\ i � � ' �" - i l i =- : / i ' i PE � E PE >> PE PE �� PE � PE PE � PE PE � PE PE � PE E _ - _- ' m � _ iw i c ». .. � � o � �Q S ' r _ - _ ___- _ _ _ _ � PROPOSED � ,n i i / i � � ___ ___ � ____S � �_ ___ _ ______ _____ ____ _____ ____ ___ ____ ____ � �� � m a S S t � w c POND i � r l i ___ _- _- - - - -- - - -- - -- - - -- -- -- - - _ - w W m d � . . . i i � � PE c' m �° f • � '. m i iro ; � l i l i� i� i i i l i i i` i � � i r _-_______________________________�_ J_ � � U u� o ______________________ J i r___________________________� i i_ t�_ -F r P � . i i I _____________ i . . . � � i ' r , 7= , ' ' �� � '.a _ - PF � � r i in � i__� `� i 4_ � � �, � i i�� � r� f' i � II�II; '��a i i � i i i i i i � � � ( � i l i i i � � � i � 2s� �� i �. � � n+ i i � � � r II i c o. � i i � i i i � � � / i i k � � � /; ,,:II �w ..��i / / � / � I / / N 1 / � . / / I � � � � � � � I I 9� / I / / � / .�' � I �� � / / / // 1 i � i i r r l � � � . _ ARY MANHOLE � I � �, ' i r i i ___ °� � 'J, i � r i i � r i�i i �� - �-_ -------- - iC=B . 3 i SANIT � � PROPOSED �i � � � � �� l i i ' r � � � : " - - - - � a -:; INV W =83�9 �i � POND i � i i i l � r � � '" , - - ' , � iNY E =835�67 � ' �, i �iQ'-. r i ;� � " '� � -'- - ' � �� t � � �i �� � � � � �q' i i i� /� YD -- .a � - - � � � _ ., r � � � - - � i i i i. ��� � . �,.....� . � /2 lb � ��-� J , , � /� i i i �� � i � � i �C �� �� � � , � � � � � � L.L i i .. r i ` � � � ���i,�;-� ;� - ,� a� � � I I � ' %/' � % ', ;' � " f ; W � � � � / ; � ; i , ,; ,� �., �� ' � ' Z '� � '� / ; % /; , ; ; ; ; / � � % ' � � � � � ; � ; ; , , , � � � - -; � '�; , „ � � � � � Q � � ��I � , , ��w, ,r , � I ,„ Q ; � � , , � , , , i '�, TEMPLE � � , ,/� __, � ,� � �� % � �` � � / � � � � �SANITARYMANHOLE Z I i i� r l i r'i i I ' • i ��� / -� I Ii � �` TC - 851.66 � � r i - i i i � � i, INV. S- 834.26. 18" PVC Q i � 1 �� STORM MANHOLE 4' 0 � ` � �' � � � � ti C�� � � � i � � � �' � INV. N 834.26, 18" PVC J � � TC = 85229 � � I i i ,� r � � � � � 'NEENAH' R-1772 CASTING � � � + N�yy� T � STORM MANHOLE 4' 0 � � � ^ � GRATED BOX GRATED BOX TC = 852.43 STORM STORM STORM STORM STORM STORM �� � Dv y� Q END SECTION END SECTION NEENAH' R-3010 CASTING MANHOLE 4' fD MANHOLE 6' fd MANHOLE 4' 0 MANHOLE 4' fb MANHOLE 4' fb MANHOLE 4' fb If�OrM�ibNOML J INV. 837.00 170 171 ,N�. �,.� 163 � 160 TC = 853.00 107 T� = 8�.�0 � O� TC = 853.60 109 TC = 852.90 109 TC = 852.50 111 TC = 853.00 c� �•�••aa W p� Z S E DET IL S E DET IL T RM NH LE 4' 'NE NAH' -1772 'NEEN H' R-17 2 'NE NAH' 1772 'NEEN H' R-1 72 'NEEN H' R-1 72 'NE NAH' R 342 ' �5 15 �6Z ,C-� �� CA TING CASTI G CA ING CASTI G CASTI G STO M CAS ING C=8 .50 � � � a O J � ISTIN NEEN ' R-0 2 L / � �E S ORM ANHO E 4' 0 TC = 852.90 ASTIN r W 85Q 5� 8J� 1 1 T =852.0 P OPOS DGRA E �� 'NEE AH'R1772 855 � Q `r � - - -- ' EENAH R-177 CASTI G CAS ING " � � EXIST 15" C P �' " O � � /Q� 845 PR POSE 845 85 N.IN =849. 2 i���. _ ���y v.`.r^3 1.�; _ ' - � . �_ IXI TING RADE � r �- y,� - - - - -- � f � nL= _ VJ � � V T J- G E �, - INV. N 848. 8 `�� �+x, ;!�`xv HW ULIC - 4 IX ST. 12" RCP �'-` �� 85� +�� � INV. N 847.54 c � � r r - INV. N '� � � � �� E. NV.84 75 '; ',�` / � > - s c # "� .00 EXIST. 2" RC � � � ; ' - c ° r , . r � . �o�Plulluibq�� 8 SD W � � - 75 NV. N 8.20 � ---- ------- - � 3 � i �y N.IN $49.3 __ _ � s,�> -_ .�- ":__- "SDINV. o``���G �qij� ✓ - ��. _� INV.N �V �� 848.50 amQ.�o.�a� .,,,„.,"��,�G, =848. �°ax' , ,- -�-. .,=r;,� ______ ____ ___ __ ___ _ __ ________ ______ ________ _ _ ___ \ C�=; � 840 840 84 845 = w o°<_ J_ =Q:� zo < - _ INV. 670 IN .845.9 INV. .15 I .846.4 IN 848. � '° �" ?> o= ' y� ,�'a o� :° U,�: PROP SED ROP ED INV. 8.60 �N ��' IN .845.5 IN .845.4 ------ ------ INV. 5.05 I . &45. INV. 845.83 . �y ...,,.,. � %,� y ....����.,.,,,,�,� �� �. __ ____ ____ ___ INV. 6.35 IN . 846.3 INV. 5.00 I .&43 86 I . 844.1 I . 8442 INV. .64 INV. .74 INV. .15 M N BY '�i��� /3P u Q�`po 835 835 84 IN .846.01 NV.S 3.36 OT ER 840 NV. 83 .00 NV. 83 .00 1 LF OF 5' R P (d10. % SANI ARY 6 LF OF 18' 10 LF OF 4" 80 LF F 24" n 8 3 Q 16 ' LF O 36' RC Q 0.0 % 8 3 0 8 3 CP (d 0 30% 11 LF OF 18' RC Q 0.3 % 114 L OF 18 RCP 0.40% 110 LF O 24" R P(d10. 0% 116 L OF 24 RCP 0.30% RC (a� 0.3 °h RCP 023 126 LF F 18" CP `(d102 % 182 LF OF 5' RC Q 0.30 8 3 5 ^ p�p V 10LFOF18" � Ci �� RCP Q 0.30% n %.� V CONC. CONC. STORM MANHOLE 4' 0 STORM MANHOLE 4' 0 STORM MANHOLE 4' 0 STORM STRUCTURE STORM MANHOLE 4' 0 STORM STRUCTURE STORM MANHOLE 4' 0 STORM STRUCTURE STORM MANHOLE 4' 0 END SECTION END SECTION TC = 852.18 165 161 TC 85 40 HOLE 4' 0 NEENAH' R-3010 NEENAH' R-7772 ROUNDABOUTARMEL NEENAH' R-7772 ROUNDABOUT�EL NEENAH' R-7772 ROUNDABOUTARMEL 'NEENAH' R-7772 �N'��^ C•C ,N�. �,o.� 172 173 INV. &t1.50 'NEENAH' R3010 166 160 . 700 108 . 701 109 . 702 109 ISTING CAS ING 'NEE AH' R- 772 C TING CAS ING CAS ING CON RUCT ON CAS ING CON TRUC ON CAS ING CONS RUCTI N CAS ING \ � i 1����� W C \ G DE ��OZ�,C C 850 � � 85 855 � p � c� P OPOS D �RO�m C G DE 1 STUB FROM � Q W��1 C STRU TURE � m �' (� v �O 845 85 HYD ULI HY ULI INV. = 8.95 � HyD ULIC �� 1116 F OM � YDRA LIC 1' STU FRO � H RAULI 850 �\� C m 6' SD INV. G DE LIN G E LIN G E LINE RADE LINE G DE LIN � q � C _ .18 " SD IN . I V. _ .45 INV. 8482 J�^ C� INV 848.75 O � � (a INV.W 846.01 INV.W 845.56 I . 848 25 I V. 848 0 �i n m 840 84 � ��� INV.E 29 INV.E .74 IN .E845.5 845 � M,\W I V. 84 66 INV.E 845.91 I . 848 28 INV.E 5.48 INV.W 844.19 INV.W 844.64 IN .W 845 5 fQ \�� INV 840.94 INV.841.50 I V.84754 �� m� 835 84 840 Project No: 10135M Sheet No: 5 L OF 72 5 L OF 72 4 L OF 72 4 L OF 72 4 L OF 72 830 112 FOF "RCP 0.50 8'3 RC @2. % RC @2. % RC @5. % RC @5. % 835 C303 [ 6 9 � 6 6 E a f N N O O E m Z a LL � C a - m � a � � m o m .m N m o a w ma �� IXISTING 16" WATER MAIN - � � � � -- � ����-°— - F-- �------ --- --- - = ----- —_-- =--- ------ --- -- ---------- - �� � _______ __ ___ " �c�.�_ 6 :� r' � — SSB— _i�T-"FAy` ' EXISTWG 33' RIW - ese— - - � I � - - � � � � - --- --- ---- ----- ------ -__ -- ---- ---- -`�' r r � � w -_` _ � -_- PR�O�ED - ' -�.� � '_ �.__ _ - -- ..- '' _ �f► _ _____ �� ... � 6 .. 1&A I�aE " -� _... � ->. �° iss 70'R RNV � � "� � F � L� �a� Y�- - n ��, -,� �� 2 _ 90� . --Pg� �- E I PE PE' � � PE PE � tw:: PE � _. PE ...� ..- PE � �.... PE �� .... PE PE �� PE �E v _ �� � � ic . - i6i ' t ieo c � i� " ° — ;-s; ` t _ :, - 5 � _ `i S 5 S . . , _,I ., '�: e __ __�u______ � � __ ______________ ______ _____ ____- '____ ___ _ _ _ _ _ __ ' _ ' --- ------ --- ... .--._ - __' ��___' ___ __ �,___ �_ _ .. � — — — — — �.� - F � �_ — — — — _ _ — — } _ ,�� r: — — _ — —___A51- - _... — _ — — _ _ " ....�� � .i`= _ — I� I ♦ i r� I ,i �. � . .. ... I . : ....__ I \ �� - .. _. I ♦ � . I / " � t - � ' _____ ________�______ __ i _________________ _________ _ __ __ `- ` _ ` _______ _______ ____ I i ______9f______ I I \ ... ___I J ,' i � r � - I I I r i / �I_-J � I �� I l : ' % l L-J � � � � � � ' .� RELOCATED �� r r� e" FIREIIiYDRANT ,. I �?, ° 'i FIREHWRANT � i � � � i I BY�OTHERS � __ . , � BY OTFIERS � 9 � � r i � I i � I c.o. � � � .' . , 'i / /� � i � :° � i � �/ i i i +, � v� - i r ,b / � � , , , ,� , I, � � � � � / � �, � � ° � � i �� i r �i � ' i, � i , . , \I i r i � � i i � ' � � - � _ -- --_- - - I - -7 i i i T � _ � �--- � , , /, � � � � -�— a < il i �I 4 ' , � � ��, I ��........ ___`�— �-;� �- � ; `s � �� `jF� /�� ��` ]T � I � r i I I � ___ k �+ I L— --- Z II _� � - - I % •.. � _ �� N � N O H Z w � c p o V �? N y J W C � U LL 0 50' 100' ° � U rc a LEGEND EXISTING c UNDER R UND LINE � i , � , F UNDERGROUNDTELEPHONELINE � i �, > i II . �.. � i ' / i l i i _, � � �.' _ : 1..___ ' � I ' i - cAiv UNDERGROUND CABLE LINE , , i , �. Q � � ' � __ � i i r hti � � � '� - P � - � i � i i i � ����f[/, i i «�'t�v� q'� o� _ , :� ��i � E UNDERGROUNDELECTRICLINE i ' i i V �I � � � � ����C� � � � �� � . • , : ' - � I i I 5 SANITARYSEWERPIPE �I ' / // / / I i � ��; I .,.• � � i �-�i � r / � i � /� . ' � � °'� � � � � - � _ 9r STORMSEWERPIPE ` ' +� 'i 3 i i l r i ��� � • , � � ' i — x FENCE LINE i � i i l i r r l � j � i i . i �f ��� � � � �J• � � i � � � � , � � i �HE OVERHEAD UTILITY LINE . i � � i i � i ;.� �� .� ,: , .� � � � � � i i i � � . � J �� �i �� i � � i � - � °4' I� � �� , � �� � �.-V.-.-. TREE LINE �- � I V I � / / : . / � / �� f 11R / I � � I il I /' / / / i �, / i ', � � � I TEMPLE � i ° � � ' � �� � , - t EXISTING POWER POLE I i /I � � �i 1 i �i lw i � �, � � / � � � � I II �� ii� I i . �S FIREHWRANT � � � , �`� , a � � �, ' �7 2 i I � � �� �'i I � �� i � i � i i l � � � �� a �d � �. ' z�, � � �� � � � � � °" GA3 VALVE i i i � r � i r i; � -� �., � . � � � , . � �� ,; ,, o � � . . i � Y( REGULAR LIGHT POLE � i i i '�� ( � ��� � i i i i i i �� �� � y ' � � , r, � � � i � �= �si SANITARYMANHOLE � � i `. i i r i i � r a ' � i i ' i � '�� r i � � , r �{l � r � �� , ..__ :- ' ; > i i i '� � � � i � i i y� r :. � �, . i � / % j � i i i � m � i i i i ,I i I �� -�� '. .: i �� � PROP08ED P, � i .. i i �� � �� , � i i i i � ' � � e � � ' ' � � i i �I - � ' i . �'� �i i i i i i � i � � , - � , � ' i i i I \. ', � i i i i i � i i� " ..---- �� � � �$ S ORMSYSEWER . . PLAN NOTES � , � � , , � � _ _ ` � � � Y � - �� , , � > � � � _ ;, _ _ � � � � — - � , � en�R - � � � � ; � � � � � �'�� -- / s , � J � � �„s „s� � . - - � I � / WATER �� � � � i i _ i , i �� r ' . 1 , o, � --- ' - , -" � 'O � Yp �< � � � j � � � e _ - - _ WATERM ' i i i � , � � � � I � r � � - - ., - > - � — � -� � � � WATER MAIN 16" DUCTILE IRON � i � a � � i�' i i � i i���s W `'W W'W _ _ _ YD i i i � i'�. i� i i s W W- �O i i i III I� i i F � �, e iII T I I I ' �... i ' n� �- _ �_ � iso Q —_ � -- 133 � � � i,, � � � , "�' �—� � � � � � � � �� � � ' � � � � I � � � � �� � � �, � � � i i ��. � �. �',. � i i� i � i i i L7 G�I LsJ��ti � G�I�� Cel ��- �] i i i, � i i i i � i i � � ... .. . i i i i i �y i i i �, . I ...... 1 C i / .. � � ; ;-� V' �� • i � � �. � I � �� ,� � � � E ' i i ___i_ A d' � �',i i � i ' i � � : P , ,� �r , ,��, � � � � � � L� I I ��� I �I � I�� ` / . : i i � � i i i � . I I � > i i , i ��.. �, :" iaz iu > i i i �� i=i i i i ��,i� d , i i i i > i � ,.i i i i i - , , � i_ i I i iyg i,� ___ -� 4. a° � � , , ; �� � � � i i � � � ' - "� , - p ' i i il� i��i i I-i- 'i i _ � �,. 4 0l � i i � �_ � i �i i i i � i i i i i', i i i° i ; � I �I I �I � i � I�I I I I� � 1°1 I I i I � , � . � � � � �,, �,, � �, � � � , . i i i �M� i, i�� + .� � i i i �� _, `a i i�� i �� i i i G� - �� . i i i i i'. I_ i q ,- , ., i i i ..� � I ��' n � % � i i i �'s�i i%i � i � i � aze, �� n ' �� � �� � � � �i � . � �i � , � ° � i i � W' � � i i i i� ca. 6 i � i i i ��_ �_ I i i � -� , � i �i � � i � �i i w i i � � � � i i i i i i i'I, i i i'�. i I G � i i li ° � I i i F i i 'i � i i i i i' i' i i I',... i _ � G 'z.. ; II� , i I i i� i i _ > � � � I�a � v i, I ��: i i I i� i W � i . G. i�., ., : . RO �' -�__ _-� , E E � i _ E �i i �i �� � i� i i2l iuAi. � �'... �6 G G . I � I� I I � I � �� i! I i J � I i` A-. - I �' ' �}+' Q RD i � i i i� � i�aa_ I ., m � I I I � . �, I/ I I, i I� � I I i � RD V. W I I I I I /�' I � i i � , � � i .� �i , J �° Q' � ice� i�.i ;'i . : i ��' i ° �i j �i �', a , i� i F.' i i i ^z+ i o � ��� i i �� rc � i i i i i� � , a' i i i w i ' i o i i li i i i i � , i i r i i ''' . � � I � �I��� � ��, � � MEETINGHOUSE � � � � � ' ;�� �� ,�� � '� � � w � I � I ' I � � � � � a � �� � � ���� � �� � �� � I I I I � .�� � I I I� I ��p�l Q 4 I� � ��/ i i i i i i: i y i � i ,. i i i '� i �_ I i � i i I , r �p. I V o �I I I I � I � I I I ,� 4�J.1 �. L � I I I �� ��; �I �� �� ; � , �� � I I -__ - - _ �I � � � � 11 lts I � � � � �� � LN � _ �/. � � 4 � .� �� � ���� �� i� � I. I I� � fiN I ������� ., I� i i i ' I ; � i , I � � � ,.. `_ __ i ... o i � i i i �i i i i ---- � / � a i i I 6� I ----..... �1 fJ � � �I 1 I I.� I I � I N i ; I I � i � � � ��.' I �c �' � � �� �: .... ` / ; / � ' J , � ` i i i f i i i i i i i i i � ' � _ � � � i �� i , � , ��� - -eao �1 � � _ , 1 o i i i i � � � � � — �� o E i r i i i /� � � � � � t .. -.__ -- � �a � � i I � � e i � i i i I / _ r� ` �„ �� � __ _ c.o� 3 i i i i � i � A i _.__ �, � - L— r�l I RD i i ( i i i � ) / � � in � � -- ar' � �O 1 i i i i � a ` - - _ i � i i i i ,' ; i _ � � LL I ` I I I � ' ✓ , � � ��� � � �_ � � j , ��• ,� M \� � II � - . i i �� / , y � j _� � � '__'_'__'- ' " •"� ` � ��� � Z i i i � . �' _ - - -- - ---- � �� \ �____-__ j � ♦ � � 13 _____ � I I � � � ♦ � ."_a V_ �(L, �__ __�p __ ____ _____ ___ ____ _ __ � � � C __.� � 'y , � � � � � 31 .� ' I / �� � ��,��� � } \ �� ilC \ S � IIT-0 ' 13fi II�J � ` I i I / v d�' � v 1 � �� $ $ $ $ o i i - °� � ii � i � ` ' � G - � � - -- - - -- --} - a � I � . � �A. � .�. G G G G G G L LL _ � i a., . � � ` V / _ i _ -'n uo 22 _ _ asr_ vaa -`- i a ; i .' � �., �. �� �.-ad°i��� �� �,� '' - ___ __� � LINEA __ _ __ '�__ '� _ IL > I: ',,�' � . � ., � i - - - - - - - - i �, , � ��' " ��%'� - - - --- - - - - ------ ' �`:. ,/e�r I �' i '� E E __ sro _ ____ i . '� .. , - /i i �\ � ,_ i ) i 3 ; ' ., ___ � � ... , . , � i � �� _ � � , �/ � i '____ _ _ ��__ ___ _ ___ 7 _ ____ _ _ vs ____ �_ , .-. , . ', .�/ � , �.. i - . .� .� "ti - . , � � - sw o�i� .',. ,.�°•,.�- • �' gp , � � � - � , . __ '_ _ ___ _ ____ _ _ ____ � m a :- L ue ... �'--- - ------- - --- - i��y � dp, ` . � `� �-� /�� ero '-re 1 _� . _ o m a °� � , , h/ "' %,�= � i i / � � a i � � , '� - � � . , ' , i '- - 1 i �p o .. z ue-._ �p-'� q ., � :� / � � , � / r' mw � , .= � ,, , . a � _— , a , �s � , � -- `� � _ , �%'r _ g �- i � �o U ? � � a � � � � — E — ELECTRIC SERVICE /� / i ;� � � BY iHE CIN OF CARMEL � ; / r — � — cnsseRwce �; � � � � WATER MAIN 8" DUCTILE IRON, 1602 LF , � / �` � ' -�—� CONSTRUCTION LIMITS �� ' � ��� � FIRE HYDRANT W/ VALVE, PAINTED RED, SEE DETAIL � — vu — YARD DR41N i r � < � � �� �& u u � �� ,; —so— SUBSURFACE DRAIN � i �' � � VALVE ASSEMBLY BY dTY OF CARMEL —�— ROOF DRAIN � i � , � f � �� ,` �- . � WET TAP INTO IXISTING MAIN 5 CURB I ' / I , � ❑ i ' � � CURB UNDERDRAIN �.. � �, I I � 1"IC COPPER SERVICE TO BE EXTENDED � i � � j 8' BEHIND SIDEWALK & MARKED W/ 6' 0 PIECE� � SANITARY MH � �' �� , OF PVC PIPE C.O. • SANITARY CLEANOUT � � i � � ] ' �-� � 1 � ` � 1^IC COPPER SERVICE TO BE EXTENDED � O STORM MANHOLE I I i i" � 9 -� ; 8' BEHIND CURB & MARKED W/ 8" 0 PIECE � I � i' I' i ii i�� I OF PVC PIPE ❑� 3TORM INLET � �,' i:�ii� ,ii �� I � 74 SANITARYSTRUCTURENO. � I I� �� g• DUCTILE IRON FIRE PROTECTION LINE +� r � I � � 110 STORM STRUCTURE NO. �r II li � _ � , - � �� � � �� I i I I I � WATER METER VAULT, W/ 4' METER � 8 9 �� �� O$ FIRE HW RANT i� + � � � I 85275 SPOT GR4DE ,�I � I� I I I I �1 WATER MAIN 8" DUCTILE IRON, 360 LF r II � �. � DRAINA6E FLOW �i � I I '� I I�,� � I W' q• DUCTILE IRON IRRIGATION TO UTILITY BUILDING DETAIL NUMBER I i 'i I I I � W/ 2" METER PIT SET INSIDE UTILITY COUTYARD � i SHEETFOUND I ,�'� / I I I I I �� �1 4' DUCTILE IRON SERVICE ,� �1 �i WATER MAIN BEND W/ BLOCKING � li I I II�� � M WATER MAIN TEE ,_; , 1 4' DUCTILE IRON FIRE DEPARTMENT CONNECTION e I • . _ � WATER MAIN AIR RELEASE VALVE � � � �' 7 FIRE DEPARTMENT CONNECTION ASSEMBLY � I � , I � q WATER MAIN REDUCER �..., I i i �� I li � I I O WATER MAIN BUTTERFLY VALVE \ a� a" I�' I � � � POST INDICATOR VALVE i � i � � , III i ��_ � VALVE - SIZE TO MATCH PARTICULAR WAiER MAIN/SERVICE SIZES II _� I IM�I I � \� i � �7 WATER MAIN TEE AND REDUCER - SIZES TO MATCH i ` i .I ., I PARTICULAR WATER MAIN SIZES � �� � i J -j � � , � � o � � � �� o .. yU � � Wm W m � U N � � W � Z Q Z � Q _ a z a � = Q Z J Z Z � a O J � Z � � r � � � � Z U U a ��,,° Q > o a� Qi : � O O 00 w Q =o< � � y y� ,,.,b O� ✓ I T -- � �._ �1 1�/z"'FC COPPER SERVICE LINE FROM I I �i ,� I,I I i , TEMPLE TO UTILITY BUILDING i O V . I i'', I I � I � O M�� � j '� i� '� I, � EXISTING 20• WATER MAIN GENERAL NOTES ��.� � , � �� . �� O I , ,, ,.,� _ WATER MAIN 1. S e e s h e e t C 5 0 4 f o r W a t e r M a i n d e t a i l s a n d s p e d fl c a h o ns � % m 0; i I I �� I I ���' 2. No water valves are W be placed wNhin ihe streets and belween ihe curbs, � W�0 � C I � � ,� .. ;� i , �n curbs, vsm w s�dewa�ks. � � �D ^ .0 '� i i�� -+ . II I 3. Existing road arts will not be permitted for the installation of the water main. ���` n Q� m 4. Contrectw to verify location and elevaUon of all axisting Wlltles prior lo consWCllon. \ W��0 � C m � 6cisting infrastrudure shall not be moved to accommodate new developments. I' I^� W.0 I 'i � 5' I I�.I_ 5. CoMractor lo call for an onsite meeting with the inspector prior to any work geBing W •�� ' i I started. Call Cartnel Water-Wastewater Utilities 577-2648. � i O Z�,C C ' i '� +�e - � 7. CoMractor to mark ihe water service stubs wiM a 8' piece of pvc pi p e and provide ` W v I/� I I � ` axurete as buitt iMortnation to developer and engineer. � � C Q, + I i i Ij 8. Water service stubs shall be extended 8' behind sidewalk or curb as noted on the plan 0 Q C �-__ __. I and be tumed u and left 12" below fini h �� '�•: p s grede. J O m C � i I I M I 9. Contraclor shall mairMain a minimum of 54" cover on top of all water pipe. W � �� 'i i�� 10. Trench bacldill In ebstin � Q�% C ��� � I g, proposed & future r/w shall be to DeparhmeM of Engineering 1,��� �� � I ��� i � I Standarda m Pi �li /; � ,. 11. PJI water mains W be private passed the tapping valves from 116th Street and W$ Z� � m r i �I ... i ... , - - I Springmill Road. \ O •C ' - - - - - - - - - - - - - - - - - �� � 12. Refer lo Imgation Plan by others for site irtigatlon IMortnation. �! ir- III � I O��m � $ $ � � � I � I y � - -- ---J � � I" �I�I I CONTR4CTORTODIRECTIONAL V � c c ' ' '� DRILL UNDER SPRINGMILL ROAD M `' • m -- -- --- - I. I W/ DUCTILE IRON PIPE 8 FIELD � W 2n . .....-.-- 25 � !� 1.-- .-- LOCKGASKETS � � Q � _. _._ � �._ _. � m � y� - - - - ` I I - �I E E E � E � • I�- �i �I _____ _ ____ _,.yr �i _� - � � Project No: �0135M --- ---- � �',� � �'',1 � a � Sheet No: I � � � � _ �' 1{� bNOML� � � bd0�! �� i��, � � � i� i ��.� C305 �', N;E. COR., N.E.1/4 , �� � �, SEC. 3T17N-R3E 12"CMP '" -���� ��CL3UNTYMONUMENT INV =851.43 �� ,�, FOUND PER COUN7YTIES INV�851.46 �NITARYMANHOLE � �i �� 12" CMP TC =852.08 � � INV =851.07 INV W=83Z98, 8" PVC .. / � � 3�N FI BENCHMARK INV E=837.88, 8" PVC 0.12'S.60.12'E 15"CMP - -- - INV=850.08 12"CMP �NV��84�992 �'� E/ � ' � ISTING' INV=851.05 � H�-�4 � I TG=B��MANHOLE-z 15" CMP - - - - - - - � / � J � � / � I INV N = 836.73, 18" PVC 2 MAIN INV =849.42 - - � - - ,'• _� �-�.? -` _ - - - - - � - `� � C _ y� � INV S = 836.�, 18' PVC 6'PVC -- --LSB---- _--- ` _ ---- ---- - -. ?J , _ iise) tI@6 "_ _ _ , ` l:j ve=a�s. , �rPv -- SPHALT � � � - INV = , %� / I S.� __, R., .E _ - - - _ -=-�-�-� ��- . • r � ���� � ^ - - - c-�,�,E,-=6-„h'� - �H. � �a� _ � _ \ � SE - N-R3E � --__-_,��---�„�� � _� �� �_�_♦ � � �► � �.�c i .. . � �,� � � � � � �� � FOUNDPERCOUNTYTIES 85� � � � '�- -8�9--. . �ti� � � � �� � � . _ W � 6 �� � �_�sj2 � S8-v � \o � � E HES �� � ^"TC=�83MlWH6L� - ' � s s��s-�s�s� s s s s _ s�� /����� s s,� s � s - �' 1 � w I INVN 835.08, 18"PVC �HE \ � ' _ � / \ L ' ., ; � sr �l � . INV S 834.78, 18' PVC � � - ^� � /� � � am 8�4 � � ,' � '� INVW=835.0$8'PVC 1 � 15"RCP � � SF SF SF F SF � i � - ' :, 3 � / INV =$49.48 � � � TOPSOIL CAPFO ND �� �Ipllr^- .° - --_-��i � '- ` � � STOCKPILE � r- � r � ,, � � � �O � � �\ as as as as as as as /� 1 `" ° \ /„ � � � �� I / / /849�` � \ � I / � � \ // 852 I / / /� / SANITARYMABHO�LE I 9 i� � � � � � � � � INV W =835.89 � � \ �� I / INV E 835.67 xl I 3 " � � � � � ��� �� � �, � �� �� / �� � � � � � i � � � � � � � � / � / � � , �� �� � � � A\ / /�� /� �� /� /� � � A � / � ) j , / / \ - _ �„ / / 1 � � / / / �� � (� � WOODED AREA I / / � I I / � � � � SANITARY MANHOLE ' I 1 � � � � � TC = 851.88 (\ ( /I I � ( /'- � � I / / ✓ \ 12'WIDEASPH�LT �3'�� I INV.S=834.26,18"PVC I I I I I � �� � / � \ I� v / / / � \ X )I / � , INV. N = &?4.26, 18' PVC \ � I I I \ 50'AVE EEHEIGHT I� I / 1�1 � 'r �3 U ro � I� � � � ��� �� � -� J� /? �� ,�/ � ) � � W;; � � \ _ i i � x �/ � � i y 1� \) �� \\1 � \ �// �� r �%��/ �f � � �/ � / V�„ //- �, / _,� I� I � �� /�� � I � I � l ;, 3� � � � � �� � � � `� - � � x � �\ �; / j � � � � �� �i ��� \\ I � � ) 1 I q ( �!',' i I�;; �, � � � ��\ � � � � / � ) � / �� � \ / � � � � / � ' 3 / �� �C � \ /� / � �. � / � ; � \ � \ \�\ \ \ \\ \ J \ _ /- � �/// � � � / � � / / � / / �� / ^ q \ r' , � I ' � SANI853.4 MANHOLE �\ � \ � � j / / / / / / � 1 �y � 3 INV. S = 833.69, 18' PVC \ \ \ \\ \ \ \� \\\ / / �-� /� / 1 / �'' � / INV.N=833.77, 18"PVC I \ � �� � �� �� �� �� � � �- MS��T�� p � � � �� " � �i� I � ;' MAGNAILWITH \ TC 42. &� � LLy i� � i BENCHMARKTAG � \ �� \ S OIaM STR� TU ZZ // / IN�VP 84 50 ' 1 � i I � i I FOUND 0.11' E. AND 0.3' S. \ NV -8 12 ( `� \\ � I I \\ \\�\ \\\ INkS��� � i/ '�vP�4 \ /� � \ / � n / / ,� � 'BM#3 � � � �� � � �� � � �l � � ��� � � � � ��� \� � � � � � �__ � � � � ��� \ \\ � � � � /���g , �ti �� m 1 � � � \ \ \ / �NOQDED� REA \ I I / l I ' / / � � \ \ \ � \\� \ \- I \ � � �q � � � � \1 ` TOPSOIL I I 3 / // � sr I I \� 1 \ \ \ \ I I I1 /�\ GRASS/FI€LD �\ \ STOCKPILE x I \ / I " �WOODEDAREA DI � � oN� I l 7� J � �1 � � i � �,, � � ���� I o � � � �� � � ��� � � � � � � � � � �� � � � � m �-� � � � / / �-�� . � � � � � \ �� 1 � � � �� �� I � I� 8 � 49� ����V /� � � � �LY �I � � �I �� �� �� � � � �I �� � � � -i I I �/ / �/ 0. �4 // / / w I � � � � � � � � � ������- ��� � / � /� i � � � \� � � � v, � � � �, a i _ � � � � � � � � ��iiir��r��% �,'; .'� � � � � � � y � ry � �,L�j��� II LL a � � �� � � � �������� � ����l� � � ��i � -� � � � � / / /�////� ///����///�����%'� � ( �� � � ��\ � I � � / / /�� l l �/// I///l/' l l /l�� L 2 \ \ y 1 1 I TCNI85�65 ANHOLE 1( r I LL INV. S= 833.08, 18"PVC //��/ j l l l / j/// I///'P I(I I��I I I� ===g51 \\ I \� ._--1-__- I I I� 3 N INV. N-833.06, 18 PVC B // ��/ � � /�j�/� ��������� � � � ��----- � � / \ I � a � � ���� ��� � � ����__ � � � C-�-861- n r / � � � % � lll����'ll� ���__ - � � � �� / � ���� j�� ��� � (i�l� � � � � � � � �-� � � A � �� I � � MATCHLINE, SEE CONTINUATION iR - ------ -----/--- ------� ��� - - +� � -I---- �----�---- ----�--- -- - � � 1 � � ONSHEETC401 LL - - f�� - ,��;� � --- ��rr►'i�� -- f---- ,� --------�-------------------------------------------------- - }II /// \ / / / / �_I � -� i 3 ' n � � DIR�� � � ��� �� � �������� � � � � � � � � � ie ���/� / � � '� o p z '�.\ ONL �//�//���� � //���.//�// / � ( / / / / ��-�-g� � 1 mJa \I �� ;//// � /////�°/� � / � � � � / _n� �n�,._ x I ,r � � a` 0 � m ' � N A 0 � z w � c p o V m y y J w rc � U 0 50' 100' ° LAT:39°57'19"N � LONG: 86°0938" W a HUC:05120201090060 r h J -j � � � � N O � � � v " ° m yc ° � W W m W m � � U N � SOILS MAP NO SCALE SOILS DESCRIPTIONS BROOKSTON SERIES Br BrooksWn silt loam (0.2% slopes) Brookston Serles -(BID) This Is a very poory drelned nearly level soll on uplands. Pertneability is moderately slow. The pH of the surtace layer in non-limed areas is 6.0 W 7.3. This soil is hydric. Basements are nol recommended because of weNess concems. This soll responds well M Ule drainage; tt Is not highly erodible. There is a saesonal high weter table associated with this soil. High potantial frost � action and moderate shrink�well potential are also cons4vction concems. CROSBY SERIES A CrA Crosby silt loam (a3% slopes) LL Crosby Series -(C) This is a somewhat poorly drained ge�y sloping soil on uplands. � Pertneability is very slow. The pH of the surface layer in non-limed areas is 5.7 to 6.5. J This soil responds well to tile dreinage; it is potentialy highy erodible. There is a O W seasonal high water table associated with this soil. High pote�al trost action and � maderate shrink-swell are also consWdion concems. � HENNEPIN SERIES � Q HeF Hennepin loam (2550% slopes) � � Hennepin Serles -(B) This Is a well dralned steep and very ateep soll on uplands. Partneability is moderate. The pH of the surtece layer in noMimed areas is 6.6 M 7.3. O Q This soil has slopes of 25%50%. Areas of this soil which have layere of sand and gravel are suscepUble to slippage. Moderete potentlal kost actlon and the hazard of eroslon r, Q are also consWchon concems. V � MU1MI SERIES Z Z a Mm82 Miemi silt loem (2-Bqo slopes, eroded) O � Z MoC3 Miami clay loam (&12%slopes, severely eroded) � Q Miami Series -(B) This is a well drained gently sloping soil on uplands. Permeability is moderete � � to moderalely slow. The pH of the surtace layer in noMimed areas is 5.6 to 7.3. This soil is ♦/1 � potentially highly erodible. Moderale potential (rost action and moderate shrink,swell are also �� 0 construction concems. � O Z Z EROSION CONTROL GENERAL NOTES W� O J 1. Only those areas within the designated consWCtion limits are to be J � L � distu�bed during cons6udion. r 5 2. Con6actor W provide temporary surtace slabilization of any areas scheduled Q Q } L or likely to remain inadive for a period of 15 days or more. L Q � � r Q3. Con6actor W provide temporary signage neer the entrance of the projec[ J identifyi�g the responsible paAies and other information about ihe projed. Z Z / 1 f 1 Contractor Is responsible for obtalning any necessary sign pertnNs for this. � � V V 4. Contractor shall implement design concepts and stortn water quality measures, which are shown on Mis plan, to reduce post conatrudion pollutantsdischargingfromthasite. "��������������� ' \ ....................... ,� 5. All erosion control measures shall meel the Phase 2 IDEM Rule 327 ����' ���"` �� IAC 75-5 requirements. ? m�: �° o o =�'-� � _' _ o o w <'. � _ 6. Refer to the "Indiana Stortn Waler Quality Manual", "The U�ban Development = 6�= z� N g,, ¢- � � '�= Planning 6uide', and Manufacture Rewmmendations for Installation for all ,y� o� � ���-, r � requlred measures. % d °..,,., �,,.,,�°°` �,. ,, y .....����.,.,, � : 7. Inspedion and repair of erosion cantrol measures shall be done ��� ��� ii i i ii� e��� weekly and after each ��p" rain(all eveM. 8. No earth moving adivfies may commence without an approved Stam Water Management Pertnit from the Ciry of Cartnel. 9. Soil conditions on ihis site will nol aifect ihe construdion of ihe site. I n EROSION CONTROL PLAN LEGEND II� M U� � V � O C U �r�� SILT FENCE W � � � � - CONSTRUCTION LIMITS � � � � � '� � � STORMWATER DISCHARGE LOCATION \ W(/� � M, C 0 d' W .0 �i O PROTECTIVE FENCING, SEE LANDSCAPE PLAN � O�kdkd ,C C SEE SHEET C401 FOR INITIAL I��I�J O\` C� EROSION CONTROL SEQUENCING. , Q I� Q m C R E S P O N S I B L E P A R T Y W m Z M�m STEVE LEHE � � � ,C � SHEIL SEXTON COMPANY, INC. J O C 802 NORTH CAPITOL AVENUE J�^ C INDIANAPOLIS, IN 46204 317-42&6076 � � m slehe(a�shielsexton.com n1 �.. \ �U � j�� W 111 W � Project No: 10135M Sheet No: �� �,o ��"�'°�"� C400 i � a�'� � ���/������ �����1��/ ���� � � � r �� � � � � o N ii' �5�� �////////� ��������(I ��--� �� � -, � $� � � � � ° ✓8"RE&4RBENT ��� � �����i� � � � � � � � � � '� '�� "�"" �D 1.0' N. & 1.8' W. ��������� II --------- -----r--- - -- � ---- �J�� � --,�---- � �./ s-- ---- - - - - / f�f�'���%f- - f --- �---------- ---- --- -�--------- --------------------------------------------------- MATCHLINE, SEECONTINUATION - - - ----�_ a �@aNN�c � / � ��%/���� � I/�" �'/ �i � � � `' I = � �� ON SHEET C400 � , $ ��\���'� � �� ! � ��� I ENGFIRA.f#OQ60" DIR. � �������� � � ��� � � � � � �� � � _� � �'�_ i � i CAPFOUNp � �� � � � �� // / � � o U � !/ \\� � ��_____' / � ., ONLU' /� /�////YAKE / //�////� �� LOCATIONOFGRAVEL .m vi I I � % �� c N I CONSTRUCTION ENTRANCE m w 1 1 I I i �\ _-- -� ', ��/////// J //// /�� / / 1 / � o '- WHEN EXISTING DRIVE IS NO rc� � D � �� / � 3 LONGER FEASIBLE TO USE Q � / , � //"//////,�°„� � //��� /�� � � / � / ED AREA ( SEE DETAIL 2 LL � \ o i �� � \��- \�I�� �`, ��-��"----_�-� %" `//// , � //// �/ - „ � -- � � � � o -- �-- - - ,� �� � � ������ �--___-- _'�//��-V _ ��_ ��� ���' ������ - �� � /� � � /��x x x � g a �\�, � � �� CONCRETEWASHOUT 3 rc � � $� V � � ��� � °' / � g�'� �������� � � C � �� ���� � � p -�- � x � __ �� � � 3 �TBMSEE DETAIL � a #2 � �-_ �//�//// ' ' / / � ° -- --�------ �- � . � �� �� ' � /�� / ������ i � � �.'�,,_---- --GRAVELDRIVE-- - ------- � � v�i � � �%� -_- �/ P� � //�''������� 3' Y �� �� � � ����� / � � / � � � % % �%������ ����� �/ / / � � �� - / I � � � � � � � �� � -�s % � , -��--���� �i �i %i� - �� �- �� i ; � P�r � _ . / °� 0`� -` � � �/// ��/ �/� � �� �� � � � � �� � i. �' � STA01�6 AREA � � � 3 � a'� � /� FE E6�OM � �� /// j% �//�// / / /j�// //� / � / i i 'I II � 9 v' '� � ��� � .5'�01'!�l � � /////%�/ ������ �� ��� � TI�RISER i i � � � .. y � //// // � � � � � o � /�/��� ���/ ///P � / / /� / i � I I °' m m W ' m � /� / � / / / �i, ///�/ � �j//�j/ '� / I� -OS8 / I I \ I Iw N TCN184RY� NHOLE o 6 c`i u� o � � � / vPh &�%/ /// /j -II�V -839.90 I � / �j ��� � / � I / � / / / � / / � i �j I /� /// / / / / / \/ � - �i i I \ I I / 3 INV. S = 832.29, 18' PVC /� � �� j � � � �� � � - � � i i � � l INV. N = 832.29. 18" PVC ��OO�ED� � � �� � � � � � � ���������� I I � �� � � � � i i � $ 12' CMP � I � � � � � INV =848.39 � ��� �/ �i� %i i� l i�i�i���� i� ��ii-� � � � � � �� � I� ,z•�MP \ � � �� / I I INV =846.27 � � �� � � � �� //�j j%� � �� ��� � ������� � �%���-� � � � ���-��� I � �---� / � � a � ��� ��// // -_ / � /� // ��� f /� / � � / I I �i� � J / � � � � , �%i�i �i� �8�� l - � �/i�i� j�ii � � �/ �i � �/ � � ��, � - �� � � / / I / / �///,�j/� j/// �� / / /�/,��//� // / / /////// � / // / / il�l� � I APPROXIMATELOCATION i ° � EXISTINGDRIVEASSE � � pERVEO�AWATER w / / / I /fj/� //� //�� / // / / /.A, /gF / i8 TEMPORARY CONSTRUCTION I 3 INDIANAPOLIS GIS J � I �� ��������� �� � � �����+������ � � ����� �� ���� � �� � i� I ENTRANCEANDSTAGI������ � � II�� � � � � � ��/ ��/ %/ / ) � ///// . // � / / / / / // � � / � � /%%�/�� ��1� � � A�pE� � l ! � %�� �/ � � � �f� � �ii� � ,�'��� �� � I I� � � w � � � SO TH END OF EXIS'd9NG � � � � � I � �� �� � � � � ¢`4'��������� ���� � AS��FT RD�R41p1ED� � � ������������� � � ���� ���� c�p���� �� � � � � � ����� � � � � Z � � / ����� �� ��� � � � �' � /�� // / � �� � //� / � - \ � Pos� Q i �[.� STq�,�5'T � a� � -__ �__ ___-_C -__-___ � � � I U � � � � ���������RWITHCRIP�CAP RSERKOENBOST�IN PIP �������������� � � �� � ������ � � � � � � "" i___"_--__ �___ _-�, � I ( AFTER PON IS D IN� � � � � � ���� �� � \ � SEE DETAII� 2 � � �� �� � � I � � � �� � ------ , � Z / .� �/� ��/ � � � � / � -- � � / / / � � Z Z � Q � � ��� � � ���� ��PV6� � ��,���� ��� � � � ��U�j �/�- �� ST�OCKPILE � /�� � � � � � � �A Z � � �� ���� -83AZ �TALL � '��� ��� � �� � � �/� �� �4> � �� �m � gi -__ � � � VJ �� � ,�� / � � \ �_ , � � ���, �x�,m,�ewun,�"�/�� �/� � �-ti � � /� � � � ��nz- � � � J � � �_ �, � � � 2Q� PIPF �� �� � � 8� � GR9SS/FIELD � � � � � � � � � Z �� / > �p SANITARYMANHOLE �/ �� � � �� � � V�S"� �� � � � - - 845 �� -- 4.� � $p sF yf � � � � / � �' � w � INV. S 831.73, 18' PVC W � � J _� ��� �__-8 � � 5 � �- _ �// � � � s� � � \� � � I iNV.N=as�.�a. �a^avc � Q � W -, ' I= � Z - i �-���� ( � _ / � � : / A�A � _ � � ____�--eaa� �--g49� � � Q � �/// 35��838� ���- � �- � � � � � � � � ��-���� � r � t�� re�u#t � � � ��� �_ ���� �� �_� � � � / � � ��- � � � � J Q ���� � �� �� � � � w000�onaea �� // � � � � ` ��� � � � / I � = 3 � Z Z � �� ���- x " I I U U /' f \ � �� � UPF�LEMENT� �_8� � �� � �� � � ga � � �� � �I I � VFV �� EWATERINGFILT � � 8,� �.� � 1_- s� � � ���ununp�� I� � � � � � I � G�F NEEBEB; �EE ETAIL � � � � � � � � � ^w � ��..:,". � ., � I r I� 8 ALJ� I I I I 4 / l / � � �/ ye � � � �� 3� =m�:F�� o o,.,''�J- / � I o o w <' BEWA DETAIL x / � ° 6`" z o< _ zE i i /�l� � i i � j � � �� �� � � / � � / � � I _ / \� // I� I�w ��'''� y 3r �l' I X �' � GR9SS/FIELD ap � � � ' y,',�� � y ?, o � , � � / � � � � � � �� � � ���qni,����.,.,,,,.,���F�`'�'�: / / / � X J s� � � ( � � � � ����� � �� /� � � � � � mnm�o°�� ' � � ������ ��������,i PROVI �80SFTEMPORARY��� �� � � � I � HO SOFT ETMENT �� � sc PROTECT Oi�r ro � INITIAL EROSION CONTROL SEQUENCING -� �� i= �j E'A PER FIRMy1AP'� � p OTECT BASE F DAM / I �� � I I 3� I\\ I / � IL �COUNTY, IpDL4NA RING DEWAT�RING � 1, SeWp a pre-conshuction meeting (at least 721wurs prior lo consWdion) with Contractor, � / � O 0 II\ \ j///� EE ATEF BR�ARY 19, 2� EE DETAIL � �� � Developer, Engineer, and City of Camiel representative M discuss scheduling and � I � \ � � I I ^ M V� ��\ �/ / /1(�0 ��g�.�V. = 825.0 � � / / sequendng of pro�ect. \ / / � / � � i Q� ��j j�� � V` �� � � /� 2. Post the approved Stomiwater management PermR issued by ihe City of Carmel. NoMy �/ �� � ��� � � �� �•� V m � /\ � IDEM at (317-23&1684) and the City of Carmel within forty-eigM hours of the beginning / / � 3�, �� o %� �� �� � I� � � MconsWQionactivitles. � � � � � � � W � m �I ` ��D�.��l � / / /� J I \� \\ / 3. Contractor shall prepare a seH manitaing plan and procedure, including dacumentation of I � II I I ���. ��� ? weekly self monkoring operations. These documeMS must be kept on flle and made DAM RECONSTRUCTION SEQUENCING \ W�� M W m „� availaWe upon requesL C "ei EROSION CONTROL GENERAL NOTES 1, Excavate the new pond from the existing pond edge out in the shape of the propased pond, W �� � 4. Start consWCUon log. This log will document the pertortnance of each pollutlon preventlon se aratin to oil from cla . Stabilize sWC iles. n veMee cep � P 9 P$ Y kP� i Q Z�,C W „ N measure. A thorough site inspedion should be complated wealdy, and within 24 hours of 1. Only ihose areas witliin ihe des' naled consWdion limits are lo be ` o every %z rain eveM. disturbed during consWCtion. 2. Excavate the existing dem removing unsatisfactory malerial such es stumps, o anic soil, � C a """ "°""°b �� �� lopsoil, etc. till satisfactory day material is encountered, undercut at this point an additional �� Q� �� Z ` - _�.. E„�,,.,,.. n�tounaea ouaaiea aey, te�noniro a 5. Contractor to use existing drive as consWdion entrance. Contractor lo consWc[ new 2. ConVactor to provide temporary surtace s1abllizaUon of any areas acheduled 2'. Veriy saUsfactory material wNh ihe inspecting geotechnical engineec Q W OO' �'C � " � cement mn oo seel well at ground construction entrance when existing drive is no longer feasiWe to use. or likely to remain inactive for a period of 15 days or more. m � -° '"`�" �� ����`�`� 3. Remove existing pond drew down pipe and outlet pipe when encountered; begin ����� � LL w••AE��•v �•,,• �O1B �� Badmn �sary �sperterepie, qn newe 6. Establish concrete washout as delineated on this plen and associated details. 3. Contracta to provide temporary slgnage near ihe enirance of the proJect recpnstrucGng tlie new dam as soon as possible. III m� �i � PEHSPECTIVE VIEW eolmeybauaed,eaceptiaraltleMdey) idBntlfyingth8fB5pon5ib18p8f�1B58ndoth8fi11fORn8U0n8b0Utth8pl'OjBC[. �I �� � 7. Install perimeter sitt fence and proteclion bartiers. Contrador is responsible for obtaining any necessary sign permits for ihis. q, Install new ond ouUel structure, pipe, new draw down I and valve while simultaneous j?� C m Pvc va�� r�pe pM Puddled der «ben�orire (9• to 1' midc) P P Pe h' Q' � s=����a ,o LLZ 4. Contrector shall im lemenl desi n conce ts and storm water uali installing the clay core and anti-seep per plans. 0 50' 100' �^ P�c e�., cao P�c e���w � �v� ,�� 00 �� a• eia scneeme ao pve �np 8. Remove trees and rubbish only as needed for consWdion. Protect Vees as directed P 9 P 9 H J C p wq,p, G�p . w�o .� �,,,a,a,a a�,�i p� by the Developer, with protective fenang. measures, which are shown on this plan, to reduce post construdion 5. Install Hidcenbottan dser on new draw down pipe and stabllize as soon as possible. �'1 � S � ... .... .... . . . ..' ..................... ..... ... . .... ...... ..... ..... .. . ��_. �.� • • O a J . . . . . .. ............ ... jZ . (ebentletl 8 to ebove wen acreen) pollutsnGa dlscha�ging (rom the ske. � m -u , P�c e�e ca, p 9. De-water the existlng pond by using existing pipe. Install a dewatering filter bag at Uie V �` „,,,�, ,o W V Swnea wen saeen U 6. Continue consWding new dam to plan grades and stabilize. a Pvc *aa ,,,� ,,,or ;�c „� ouUet of existing pipe. Coniractor to use a pump and dewatering filter bag if necessary. 5. All erosion coMrol measures ahall meet ihe Phase 2 IDEM Rule 327 LAT: 39°Jr%��9°N M ` m111 r +�z- �aes �^ ,°,a;o`° �� The pump intake shall preveM sucldng off the bottom of the pond, such as a fairdoth IAC 155 requirements. 7. Leave the valve en for the draw down i e so the basin will funclion as a tem LONG: 86°09 �Jrs� w � � W m unx,a�a. vvcra. al_ ,.. a oP PP Paa�Y av� �� sklmmer (see detall). Utlllze a wellpolM dewatering pump to protect ihe Intake whlle sediment basin durin construdion. �0 � a_° ry�; EM CeD dewatering the very bottan of the pond W get it W design depth. 6. Refer to the 'Indiana SWrtn Water Quality Manual", "The Urban Development 9 HUC: 05120201090060 �\ Q LL F,d.�� d • wpe secum ro be connecmd by nreedee nuen �oime or by Planning Guide", and ManuFaclure Recommendatlons for Installafion for all .! � �osa '� „ �,Pn aecuretl wIN stalnless ateel ecrewa. Connectlona 10. Pertorm dam reconstructlon. At thls time the existing draln down pipe wlll be destroyed. required measures. EROSION CONTROL PLAN LEGEND m W shwld� wrepped wBh Tefion tape. Use no cemeM on �oiMs eomom s�nA�a ' Lenglh of arneeneA IMerval b be as sHe canEPoann wertent, aepenanp on adl oroflb aM gmuMweter cantlitlorn 11, Install a new slotted riser a�M check dam at the upper end of ihe new drain down 7. Inspection and repair of erosion control measures shall be done END VIEW FRONT VIEW 'WBICeBingsh0ukfezlBndebove�rouMwlfeteaminimum � /'l a 5 of 2 to 3 feet. BrlgMy cdoreE eae ng, ar wrox,es atake or pipe. Pond wlll Men be used as a temporary sedlmeM basin. Remove sedlmeM weekly and aRer each /p" rainfall event. �� SILT FENCE Project N o: �� n ine shwm be considered for cece otfiMine well. when besin fills to haM the height of the check dam. � 10135 M �, �.. Figuret. ViewsoftheFairclothskimmer.Source:Jarrett,2008. 'TO°i,eusedaereqwredmaewe�erporwro�rom. 8. NoearthmovingaaivitiesmaycommencewithoutanapprovedStormwater �- CONSTRU T SheetNo: 'o m a WELLPOINT DETAIL 12. Begin masa earth work with tlie s6lpping of the topsoil. Stockpile topsoil In those areas Management Permit from the City of Carmel. o a i No scuE designatad on this plan. My proposed o(fsite stoiage locations must receive prior w�iden STORMWATER DISCHARGE LOCATION G'� � b��°� �Q approval from the Developer and have an approved cleanwater permit. Temporary seed on is site will not affect the consWCtion of the site. �a a and mulch all stodcpiles immediat u n ��O PROTECTNE FENCING, SEE LANDSCAPE ���� C 4 0 1 a o W a` � a°, `i m � e a � w `o a a � LL _°o LL °a L � a LL i_ a � n. � � . m o m a � m � o a i w g m a e U ? o W a � �� � k � � i I j .//"Y I \ �4 � v^ . �� ...,�� -- � � / � � _ ' ��_ � .� :`�L-�---�.- - � "___ " •'�.---------------------_ ____ ,. - , _ ---� _-_y3 �se--- -- -�y-- - -t�16�s-e7��-.-- --- - -�__ -- ' -- - - �� ee A �- �- - _ --- � — — � -�t_ �. �—♦ ♦—�— _-_-_r __- _ -_-__ ,, _ _-_1%y _ - -- _ --�=� ti --� ..... - _-- 851- '_ -- -____ -..--_ �-_� -_-__-- \ _______ �� t _ _ � � � �� � � � � � c� �� - - °� ' r ' — � — � ` _ _ -- -� � " , � ,� ce % ce � �B c�,' - � � � ' {•'--� . � . . O ....... I� �—•—� ' •—�— s 'w : ° _ . �� . � � �� %'� ' 'LL' �esz .. .....`..'..'.... .. -� -- - r�� � � - _- _ . . \ wWr.. w � » w-.-..-.-� . , • �.� �-. � W . . . .. .. . . . .. ... � . .' .`. .: , � . .. . n . . .. . . 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EB WIPERMANENT SEEDING > ,�� �, � .`.�' •� � i �..�' �:..... ............'1'..`..�'en..'..'..'.."....'..'....' � .. i'...' ..��� :� � m� __;;` _ ., � (NORTHAMERICANGREENS-150) � 15 LANDSCAPE r .. . _ . .. .. .. _ _ .. . .. .. . .� : � � . ' ,0 i @UFFERYARD <-�-'., i` r ' . . ... .{.". �n .. .. ." ����� �5"fiCEG?A'IC i - � LL �l l / � 4 .'('.`( �� � � � `. ,. _.,_"."��� LL LL „ ,.� �,. w i j'� i . I��wL„ y �'v (SEE DETAIL ON SHEET C500) �i , � .i � ili i ..'�_`. �=r=r-r1"..` �".°.".'. ". .� . �0.m.`.�. SPfa:Cs. .� �1 - `i � ; � i ;� 15' ELECTRIC i ry+� w� . i" ' �" ` ', i` '".'.' "" r� =" �.'r'.' . i NORTH AMERICAN GREEN VMAX P550 .. . ...._. " "' '� � � TREE PRESERVATION EASEMENT � f,. � � ('..' .'.: .". . . . .- . . . . . . . . . . � " ' " "� .B°6. � LL"LL15"��ps�� . � `� ��' ��� O EROSION COMROL BLANKET OR i ;; �'�, �i � AREATO REMPJN � ! �, i , - - - - :- - - _, E � LL'+�r�LL� � � APPROVED EQUAL. INSTALL USING DRAINAGE -.W.. . ..W W, ..�W.. . .: " -�... UNDEVELOPED i �`i � l � ° ' ' �` ' ' ' ' � -� � � _ � � � � � � � � �- '� -'-�-�-� -�EF�R`YN'N'tD` - L w i 1 CHANNEL SPECS DETAIL 12 ON SHEET C500 > s I � � DURING ALL FUTURE � � � � . j i - � ��. l � � . � �p ,• � + -� � � � i � . � 1 PHASES � �� *,'�. � � i �� '�. i LL..'�.' r ` PERMANENT 3EEDING & MULCHING & LAND3CAPE , > � i � �� l i � � ' � - O L5 �� LS ,� ,.� � ' � PS y'`y'`y REFER TO LANDSCAPE PWNS. - ' -, r �7 � r� l � ` �c" ",�.✓ 7P � • IP " L '- V'_ � _ Y r l �' t. ,^ - ,' '_ '�`_ ..' '_ . ..'_ ,��1 _ ' i � � � � � � � � � y„ w� -� ��, � � LS �����W�W �t� �� � CD �MPORARY CHECK DAM LOCATION 1� a` ,. � LS / O O .°.7-.'."�"W SEE DETAIL ON SHEET C500 I . %,9�_ - � , L . , .� . ( ) �v �-� � �� i ' w .°'''..'. , ' ., i �1 �� � � .' .'_ � I � ' � ' �' _ _' � : : .`. . ;� LLLL�.".. .`: � ` i i � . .. _ _ _ . : . +`..'. � � I , ;� � . i- � � � (� :. ; �8 i� LS �P � . � _ ' I � � LS ��. � ''� � ' _ �i -- ''� � ti I' i l i�. i , i._.'..• . LS LS LS r� � � RIP RAP � ' � ' � � �p i � � � � � � '� RR � (SEE DETAIL ON SHEET C500 _ ' rf� � i � � »:°-"-'�" � 0 -' �+� dP , ' . _ v /��� i C' �� d' LS .."' �' � y��j SF SILT FENCE AT INLETS / _.,� i � i�.. /�. i i• i '..�' ' i -LL�+- SI � , � i m � �.. , - O (SEE DETAIL ON SHEET C500) � � ! � � TEMPLE '� , � � �i, a� ` %�i�r"�'� � � r_ �� i � .1 ;� __ . � ° , � � , � ; � � �� � � �� � � ,. , �_ �� � �,r W CURB INLET BASKET r / ii � : � . i i � i i.. _ � �` .. W'.. � 5 � �� � �� , / I � r � � CB � (SEE DETAIL ON SHEET C500) r / y w> l ` I ery ` G�' �� i � ... I i k � I �i � . , � � . � ' `� t .� i � i. w�_ 1 .�� ,� L5 O r LETPR T T N � .�, �_-�- ; i � �� IP LS � ". i". _ � IN O EC 10 � ` µ �� � � � 5 � � �5 '-�i ' � � I �P (SEE DETAIL ON SHEET C500) .,, ', �' i i - - -' ? i ' � r '. ' _�._ _-.'. .. .. _ _ '' ' � , .; � � _ _,_ _ _ _-_- -�-� .t.�. > �, a', �,� , i . i i w .-" _r.-_-: .`_- �a o� yw.'. i�� ` � r �I y ,� i p, „ ,` -„w; .,-,.w - `� - �� �� � � ' � � � LS LANDSCAPING, SEE PLANS DONE BY � . � . , '� �W -. .� ,. . _ ..°_'. '-.` -.��'� ✓ o � O µ � � „ RATIOARCHIiECTS __ _..______ .." �... '1 -`- i LS � � LS � LL : ' .'. � � � � �� �_'.' �. w w`: _ _-� _ JR _' '..'.: IP ,L5 IP . � -.�. -. � . '� �, '', W �',� �:3�. , � J � � i � � . "w i. '.": .".`. . : : .". � . < � �_1..'_ . > i , ,. ."."W � ��, i ' i I ` -'� 'w � '-'- -` ' 4s± IP � ��-.'..' y ° ry I A ^ � � — CONS7RUCTION LIMITS �-_-_ , �. � . �, _ , -_� _- �' - � ° o _ „ `� :� � �i y^ ' '�%., ��� � Cg i ��'� �t.. _�." a�e�o r i� t W '..` ' ..�..�' T'� � SILT FENCE : i �,, � � �: ' r �� . _ r i i � i ' w... ' � > i i � i 4 w "_ �`, i ,� .r _ ' � � I f= '� � i ���� i � i ..�. I.�°', - .. �. � - � . .�. � � �.' ♦ � � � / '�� _ . €�'. _ _ �� �I J 1,. � i i � i i ' LL+�W I -f-�� .�.T.. .. ..LL`_ .. .. .. .. �i � . � ¢m � i / �: 1�` I I I I� � �w�Vye r w�W 1 �I I . ; 1 � I W I � I I I � 4. • !€7 [�l � [�l ' [€I L3] f€I [�l !€] _. • •i • • � , � ? � " �I� i �� � � �� � ,�� ���- ��.-. � L� � EROSION CONTROL GENERAL NOTES � � ,� � � � � ' � � � � � -'=' ' : - _� `� �� t� 5' � � �, i i � ,�x C °�' ,-,.- - �_-,.- 1. Only those areas within the designated construcfion limits are M be > : . . w . " � _ _ � � � k�. � j . I . . +� . . - ) � _' > i �.� . I .� ` ry ,.:. _ a _ ; ; i � - .� .�.. � .�.'. disturbed during construction. -' -- �_ � � .. . . �'. � �;�-, � % � , P� PS . . g -' � ' -`-i-'-. ��� ' �� 2. Contrac[or W Provide temporary surtace stabilaation of any areas scheduled ., ,; .; , CB .. �� ..0 0� , or likely to remain inactive for a period of 15 days or more. � i � i ❑ �d j � , i i I i - . t. � . . »�. . . . .�.. � LLLL`± LL +.+.d x I .' � � � � � � � . . 3 . , .....'..� � ._ i ` � - � I i i q � w. -` , � LL . , ,. ., `,. - �'.,. � ' � ,...+ � . . . . . _ .LL. I LLy LL I � �� �� � �i . Contrac[or W pro�ride temporary signage near the eMrance of the projed ; BUFFERYARD �....... I ....i. .�wLL �LLLL`LL LL µ.LL .-�- pg � ' g�� ,, .. LLLLLLLL +yLL i y �, I I _���� I identi(yingiheresponsiblepartiesandotherinfo�mationaboutiheprojed. �, �i �.. � I � r :� LL �" I Contractor Is responsible for obtalning any necessary sign pemNGa for Mis. t . � a � . �.� i...,� � � �.a / _ , -.- y,. . . i_I i � � �� � I 4. Contractor shall implement design concepts and storm waler qualily � �� '$, ; ,,- , ''� I � measures, which are shown on this plan. to reduce post conswctlon :�i �°• C i � ���- � i rv -i -, `-." - _ lu�arks disch g m the site. . ;, a i_ .i i_% g.'_ g ', �_ CB ' � �.'�`.'.' -� I�III � � pol ' argin fro ' � � �� � �� � �� '� y � , �, � I. , �. . y W ` ' �-� , . � � " " ° " ` ° ' ' ° " " � P� � �- �� I� �I�� i � � 5. All erosion control measures shall meet tlie Phase 2 IDEM Rule 327 �I .. .,� ' � `�,, .`i. i , Ai i _ _ G.' e� . ' � IAC 15- ments. --'� _..____�_ ., i• i i ` i "r - ,. .- , _ ° ffi . � _ . ...... �i� i �i��,,�i. � ".i . �--',' ....,�......,. .- ,,CB ,. �.' C ;�; � C ....�- ru. w�� 5 � i require � i � � ; `� -� �- �� LL h LL r LL I I I� I 6. Refer to llie "Indiana Slorm Water Quality Manual", "The Urban DevelopmeM � i �',, i � � i � i r / � � � , & - � _ � . �. .. � � ■ i �. � = �LL-_ � .(;�I I I Poanning Ouide", and Manufacture Recommendations for Installation far all w � � � i A , ?�' „ � � dmeasures. ' i �°'° ---- � �`, � , �. i . .� . � � _ , ----- �`,� � I requlre � . . � � 1S F i'�C 4 .'. � .. 1 � b � � �� � i � � ��. . � 7. Inspecfion and repair of erosion contrd measures shall be done 'i �;� � �' i ��i � i. i � - � .' � weekly and after each ��2 reirdall evenl � � . ....` . jji i i �'�" x - � '. � I. �i i � Q �i �, -rt- -'- ' �� � .. y.� � ., � � � � � � � - ,. .,� �,. � �. _ _ � 8. No eaRh moving activiUes ma wmmence witlrout an approved Stortn Water � . ............ �� y s ', � . � � . _r_-_-a _ � � _ . . . . . . . . . . .�°� i � � � � � � � � � � � � � � - � �' W-. w w,_ _ ' w .� � -� Management PermR from the C of Cartnel. �' > � _ - N� . i W � .'� � . '.� `. , � :: .' ,`. . _`. PS : "": _`_ AS `_'_'_`_'..'_`_' _ . i . . . .'.. w � '+� I , J -j � � � � N O � � � �� o .. yU � � Wm W m � U N � Z w Q a a w J � O Z Q O Z a Z O '^ Q O O � � W Q � W J Q } � Z Z J /Q� � o��uununn�� V ...� �o,. ✓ I I a ��,,° Q o a� m rc o 0 00 w ¢ z O a � Iv] m y�,6 O� i � � i i� i Z I i,., - F 30 D 8 U '-J- � �, r'. r i � � i i- ' i � - qp r�: I I 9. Soil conditions on this site will not afFed the consWdion of ihe site. �� �i 15'D�.&U.E. .�i. �i � �r , � J�` I R ,+� �S`a .. `..'�� '_ PS. y � I � I � � i . .� , - � J`.. � Bo �� � � � ar, '. .'. �` � � � I � � M � � ' � � � � � r� � � o- � w'- . C � i,� -_ I O i /� 0 � , i I I ' I ` i.�".. , �,. 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" �. i �i � I �'', �— -, � EROSION CONTROL PLAN LEGEND , � , � �� � ���', w� � ;� —� — _ �� � � �,.�, �� % "bRANA6EFASEMENT ' � ; i I � � � , -- ' � � (SEEDE�LO�N3HEETC500)��) :' � � �I i� e� � __zp �^- EROSIONCONiROLBLANKET � i, O� ;�1.60b E AE PER FIRM MAP � EB WIPERMANENT SEEDIN6 _ -,�-FOfY 1rMILTp�COUNTY II�DIANA � I I � � �, , �� i � UMBER 18057CO2Q8F ; . _ .' � O F , � � �' -' �Rr��eUVe oare: FeaRUnRV �s, zooa� �� � _ � �, / FINAL EROSION CONTROL SEQUENCING � �� �r , i p M � � 1001!F�EifV. - 825.0 � � � : r � \ � : � � NORTH AMERICAN GREEN VMAX P550 I � .,,, � � � � . - VM EROSION CONTROL BLANKET OR �� Pertorm InlUal Eroslon Control Sequendng. � � _ �� ��� � a -� � APPROVED EQUAL. INSTALL USING DR4INAGE p, ��nue excavation of new pond and installation of retaining walls, headwalls, ' I � N ; / CHANNEL SPECS DETAIL 12 ON SHEET C500 apron, etc. I � � ���� C�� � � � � � � PERMANENT SEEDING & MULCHING & LANDSCAPE 3. Use p ond barow to rou gh grade site, road and p arkin g lot. Install erosion control ���( p �� m P S I I M C i R E F E R T O L A N D S C A P E P L A N S. 15'LANDSCAPE� r � � measures as required. � � � Vi !1 �. ,C BUFFER YARD EROSION CONTROL GENERAL NOTES I'I W. e i W ^ �' �) DI s 4. ConsWCt MeeUnghouse, Temple and UtlIKy Bulldings. � 1. Only those areas within the designated consWction limils are to be O TEMPORARY CHECK DAM LOCATION ��� Z�,C C 01 dislurbed during constructlon. �� (SEE DETAIL ON SHEET C500) � � '0 5. Install the stortn seweis. Inshall sediment barriers as stortn seweis \ � C� e 2. Contractor to provide temporery surface stabilization of any areas scheduled have been Installed. Insfall snout wNh stortn sewer consWCllon. In 0 Q C� a a Ilkely lo remaln Inactive for a perlod of 15 days or rtwre. RIP-RAP LAT: 39°57'19 "N v� J111 O�•� a O e'y� ` (SEE DETAIL ON SHEET C500) 6. Install remaining utilities. LONG: HB°�9�.r18� W � Q\� m(�1 L` LL 3. Contractor lo provide temporery signage near ihe entrance of ihe project 7. Finish rede sVeets, arki lo install curbs, stone base and as halL Instell inlet � v� ICor�ctorns resp o s$ble fw obteini g any nece ery s gn permits for Jthis. O� protechon as pavement ins�talla46'on is completed. P HUC: 05120201090060 W m Z�7 � 1 m aF SILT FENCE AT INLETS ��� C 4. Contractor shall Implement design concepts and stortn water qualfry S� (SEE DETAIL ON SHEET C500) 8. Finish giade site and replace topsoil. � 4 � � measures, which are shown on this plan, to reduce post consWction J J C 9. Finish pond headwalls and greding. (NOte: there are no pond Ilners designed ��(6 w pollufants discharging from ihe site. CURB INLET BASKET � 9 �g � for the ponds.) Remova sadiment from proposed pond boHom and grade as NOTE: COORDINATE PERMANENT SEEDING m LL (SEE DETAIL ON SHEET C500) V �. 5. PJI erosion control measures shall maet the Phase 2 IDEM Rule 327 shown on plan. Install erosion control measures as required. AREAS WITH LANDSCAPE PLANS. SEEDING � °a IAC 1S5 requirements. AREAS SHOWN ON iHIS PLAN ARE FOR M �' J W q INLET PROTECTION 10. Install erosion control blankets with permanent seeding, and other erosion contral REFERENCE ONLY. l� � a 6. Refer to the "Indiana Storm Water Quali Manual', "The Urban Develo ment �P measures as shown. p 5p� �pp� t� � H P O (SEE DETAIL ON SHEET C500) �� a Planning Guide', and Manufadure Recommendations for Installation for all �� LL required measures. 11. Temporarily seed and mulch all areas scheduled or likely W remain inadive for 15 m i LS LANDSCAPING, SEE PLANS DONE BY days or more. W 7. InspecUon and repair of erosion control measures ahall be done RATIO ARCHITECTS � 12. Permanenl seed and mulch all disturbed areas not covered by erosion contrd weekly and after each /y" rainfall eveM. blankets. Coordinate with landsca lans for lant bed areas. PBD P � Project No: 8. No earlh rtwving activitles may commence without an approved SWrm Water ♦— CONSiRUCTION LIMITS 10135 M a 13. After construdion is completed, vegetation established a�M pertnission received a ManagementPe�mittromlheCityofCaimel. Sheet No: from Cily of Carmel representative, remove temporary eroslon control measures. � � D i 9. Shc condPoons on this site will not aftect the consWCUon of the site. sF SILT FENCE " If��YN's 6BbNL a IGB�UlIplyMd4 a 403 a° n °a : f � `o e m z LL 0 LL °a L � a_° LL i a c � � .. o � a N �! � 0 o i w g m a e a o W a` 1. 74 Dlgit Watershed Hydologic UnH Code: 0512020190060 2. Name of rocelving waten: Unnamed Vibutary to Wllllams Creek 8. Estimale of peak discharge fw post consWMlon condillons: 10yr post = 3.56 CFS 4. Localions of speciflc poinb where slormwater discharge wlll leave ske: Maln polnt of discharge wlll be the outlet for the proposed pond. The outlet is locatad at the SW comer of the pond downstream of storm struclure 100. See'staP for bcation of stomiwaler discharge location on the Inilial Erosan Control Plan, Sheet C400 and C401. S. Loealions where aSOrmwaler may be directly diseharged into groundwater, sueh as abondoned wells or slnkholes: Nane Imown, except the pond potentially 6. Solls map of !he predominat soll lypes: a. Soil legend with descriptions of each soil type. See Initlal Eroslon Control Plan, Sheet C400 b. See Inifial Erosion CoMrol Plan, Sheet C400 for brief description of how the site has accommodated the existing soil limitations. YA 8. 9. 10. 11. 12. Descripllon M pote�klal pollufan! souroes associated wllh the cons6uctlon activkles: a. Potential pollutant sources: My pollutant M any kind or in any fortn, induding but not Ilmited to sedimen4 palnt, cleaning agent, concrete washout, pestiGdea, nuVienls, trash, hyd�aulic fluids, fuel, oil, petroleum, fuel oil, sludge, oil retuse, and oil mixed with wastes other than dredged soil. b. Other pMential polutant sources (DUring and post consWCtion): Vehicular sources such as leaking fuel or oil, brake fluid, grease, antifieeze; tresh and debris, biological agents found in Uash and debris, fertilizers, houseMld items including but not limited W Geaning agents, chemicals, paint, he�biddes and pestiddes. Other possible sources are sitt and sediment from exposed soils, leaves, mulch, brake fluid, lime dust and concrete washout. Temporary and Permanent sto�mwater qualfly measures: a. Stable construcllon entrance: Fw locations and dimensions, see InNal Erosion Control Plans, Sheet C401 Far detailed specfications, consirudon details, and monitoring and maintenance guidelines, see Erosion Control Detalls, Sheet C500 b. Temporary silt fence will be installed along the northem and eastem edges of Me existing pond. The soulh erM of ihe epsting pond will be a sedimenl basin during consWdlon. The silt fence wlll also be Installed along the south Ilne of tlie conshuction limits. For bcations and dimensions, see InNal Erosion Control Plans, Sheets C400 & C401 For detailed specfAcaUons, consWCtlon detalls, and monitoring and maintenance guidelines, sae Erosion CoMrol Details, Sheet C500 c. Erosion control Blankets, Rock Check Dams, and Rip Rap will be installed M reduce and collect sedimeM trom concentrated flow. Far bcations and dimensions, see Final Erosion Control Plans, Sheets C402 & C403 Fa detailed specfications, consWdion details, and monitoring and maintenance guidelines, see Erosion CoMrol Details, Sheet C500 d. Silt fence will be installed behind the curb and baskets will be insfalled in the inlets to provide curb inlet protedion. Fw locations and dimensions, see Final Erosion CoMrol Plans, Sheets C402 8, C403 Fw detailed specficatians, construdan defails, and monitoring and maintenance guidelines, see Erosion Control Detalls, Sheet C500 e. Rip Rap will be install at the outlet W the pond. Far bcations and dimensions, see Final Erosion Control Plans, Sheets C402 8 C403 For detailed specfAcatlons, consWCtlon detalls, and monitoring and maintenance guidelines, see Erosion CoMrol Details, Sheet C500 General ConslrueSlon Sequenee: Sequence of stommvater qualily implementation relative to land disturbance activities: For location M consWCtion sequence, see Initial Erosion Control Plan, Sheel C401 and Final Erosion Control Plan, Sheet C403. Localion of proposed soil stxl�iles, borrow, and / or disposal areas: For location of soil stodcpiles, see Inilial Erosion Contrd Plan, Sheet C401. Temporary and pamianeM surface afabilizalion meShods appropriate for eaeh season: Temporary seading is required for any area leR for 15 days or longer within this project, such as soil stockpiles. Temporary seeding is also required in areas that will be disluA�ed in future projeds. This seeding will be placed aRer finish grading and topsoil replacemeM. For locations and dimensions, see Initial and Final Erosion Cantrol Plans, Sheets C400, C401, C402, & C403. For application rates for soil amendments and seed muctures, as well as, the lype and application rete for mulch, see Erosion Contrd Details, Sheet C500. For detalled apedficatlons, consWCtlon detalls, and monttoring and malMenance guidelines, see Erosion Control Details, Sheet C500. PemianeM seeding wlll be applied wNh the Installatlon of the eroslon control blankets around the ponds and embenkments, and the VMAX P550 tenser grid through the emergency spilhvay, with the completion of onsite stomi drainage system, sanitary m sewer and water Ilnes, and after replacemeM of Mpsoll as desaibed in the consWclian sequencing. For locations and dimensions, see Final Erosion Control Plans, Sheets C402 & C403 For application rates for soil amendments and seed mixtures, as well as, ihe lype and application rate for mulch, see Erosion Contrd Defails, Sheet C500. For detailed speafications, consWCtion details, and rtwnitoring and maiMenance guidelines, see Erosion Control Details, Sheet C500. Eroslon and sediment eoMrol speeHleallons fw IndWidual building lots: For detailed specifications, consWCtion details, and monitoring and maiMenance guidelines, see Erosion Control Details, Sheet C500 13. MaHrlal handling and splll preve�klon plan: MA7ERIAL HANDLING: 1. The proper managemeM and disposal of waste should be practiced on sRe at all times to reduce pollution of sta�m water runoif. Hazardous waste should always be disposed M through a desienated hazardous waste management or recycling facilily. 2. Designate a waste cdlectian area on-site that does not receive a substantlal artaunt of runoif (rom upland areas and does not drain directly into a waler body. 3. Keep praducts in original containeis with original labels and material safely data IMortnaUon attached. Make sure products are properly sealed W prevent leaks and spills and stored in a weather proof seH contained area away from heat, sparks and flames. 4. A program for recyGing a disposal of materlals assoclated wNh or (rom the project site shall be established by ttie contractor. PJI recyding tt containeis shall be dearly labeled. 5. All consWCtlon adivitles are to be monkored and malntalned by Me contraclor. As each new subcontraclor comes onsite, the contrector will conducl and document a meeting to ensure awareness of the pollutant prevenHon program. Guidelines for proper handling, storage and dlaposal of consWdion site wastes shall be posted in the storage and use areas, and workers shall be trained in these prectices. 6. Containers and equipment must be inspected regularly for leaks, corrosion, support or foundation failure, or any other signs of deterioration and must be tested for soundness. My found lo be defecGve should be repaired a replaced immediately. BPILL PREVENTON PLAN: Purpose: The intention of this Spill Prevention, Control and Cauntermeasures (SPCC) is W establish the procedures and equipment requlred to prevent the discharge of oll and hazardous substances in quantiUes that violate applicable water quality standards, cause a sheen upon or discdoration of ihe surface of navigable waters or adJolning shorelines, or cause sludge or emulsion to be deposited beneath the surtace of the water or adjoining shorelines. The Plan also establishes the activities required W mitigate such discharges (i.e., counte�measures) should they occur. Deflnlllons: Pollutant: means pollutant of any kind or in any fortn, induding but not IimRed to sedimeM, paint, cleaning agent, concrete washout, pestiddes, nuUieMS, trash, hydraulic Bulds, fuel, oll, petroleum, fuel oil, sludge, oll re(use, and oil mixed with wastes other than dredged soil. Discharge: Includes but is not IimRed W, any spilling, leaking, pumping, pouring, emilUng, emptying, ar dumping. 1S. Materlal handling and spill preventlon plan (eoMinued): NaWgable Wale�s: Means all waters of Me Unked States that are connected with a navigable stream, lake, or sea. [Note: This definNon is usually inlerpreled to mean any wastewater (even �rormally dry wash or stortn sewer) that eveMUalty drains IMO a navigable sUeam]. Plan Review and Amendments: This Plan shall be reviewed andlor amerMed, 'rf necessary, whenever ihere is a change In the design of the ske, cons4vcllon, operetlon, or malntenance which materially affects the sRe's potential for the discharge of regulated material. Predictlon of Potentlal Spills: 1. Nearest Navigable Water: Wllllams Creek 2. Drainage Syslem: PJI Storm sewers diain to the proposed pond thal outlets to an unnamed tributary lo William Creek. 3. Possible Spill Sources (DUring and post construcUon): Vehicular sources such as leaking fuel or oil, brake fluid, grease, antifreeze; trash and debris, bidogical agents found in trash and debris, fertilizers, Musehold items induding but not limited M cleaning agenis, chemicals, paint, herbicides and pesticides. 4. Groundwater Contaminatlon: ihe facility maintains NO above ground or under ground storage tanks at this site. Therefore, it is felt ihat ihere is liltle or no possibility of post canstrudion groundwater contaminatlon. The faciliry does have public sanNary sewer and public water. Alert Procedures for Spills: 1. My personnel observing a splll will immedlatey Instigate the following procedure: a. Dialing'811' from any telephone. b. Notiy the appropriate emergency personnel. 2. The Emergency Coordinator will then take the folbwing acllona: a. Barricade the area allowing no vehicles to eMer or leave the spill zane. b. Notify the Indiana Department of Environmental Management, O(fice of Emergency Response by calling ihe appropriate telephone number. Office 317-23&7745 Toll Free 800.2337745 fUSO the NaUonal Response Center a1800d248802 and provide the following iMormatian: - Time of observation of the spill - Location of tlie spill - Identity of material spilled - Probable source of the splll - Probable time of the spill - Volume of ihe spill and duretion - PreseM and an8cipated movement of the splll - WeathercondNOns - Personnel at the scene - Adlon IniUated by personnel c. Notify the City of Ca�mel Police DepaAment Phone: &7-7 d. Notiy the City of Ca�mel Fire departrnent Phone: 31-1 e. NotNy waste recovery coMrector, malMenance personnel or other contradual personnel as necessary for deanup. f. Coordinate and moniWr cleanup uMil the situation has been stabilize and all spills have been eliminated. g. Cooperete with the IDEM-0ER on procedures and reports involved with ihe evenL Cleanup Parameten: 1. The Developer shall be cantinually kept info�med, maintain lists of qualified conVactors and available Vao-WCks, tank pumpers and other equipmenl readily accessible for Gean-up operations. In addition, a conUnually updffied list of available absabent materials and dean-up supplies should be kept on sNe. 2. All maiMenance personnel will be made aware of techniques for preveMion and confainmeM of spills. They will be infamed of the requirements and procedures outlined in this plan. They wlll be kept abreast of curreM developmeMs or new information on the prevention of spills and I or necessary alterations to this plan. 3. If spllls occur which could endanger human Ilfe, thls becomes the primary concem. The discharge of the life seving protection funclion will be cartied out by the local police and fire departments. 4. Absabent materials, which are used in deaning up spllled materials, wlll be disposed of in a manner subjec[ lo the approval of the Indiana Departmerk of Environmental ManagemeM. 5. Flushing of spilled material with water will not be permitted unless so authorized by the Indiana DepartmeM of Environmenfal ManagemeM. ADDITIONAL STORMWATER POLLUTION PREVENTION MEASURES VEHICLE 8 EQUIPMENT MAINTENANCE Deseripllon and Purpose: PreveM or reduce ihe coMamination of stortnwater resultlng from vehiGe and equipment maiMenance by �unning a"dry and dean site'. The best opfion xrould be W perform maiMenance activitles at an oifske facilily If this opUon Is not available then work should be pertormed in designated areas only, while providing cover for materials stored outside, checking for leaks and spills, and containing and deaning up spills immediately. 8ukable Applieallons: These procedures are suitable on all construction projects where an onsite yard area is necessary for sWrege and mainlenance of heavy equipmenl and vehides. Limitallons: Onsite vehicle and equipment meintenance should only be used where R is impractiral to send vehides and equipment offsite for maintenance and repair. Sending vehiGes/ equlpmeM offaite should be done In conjunctlon with a stabllized ConsWCtlon Entrance/ F�dt. Outdoor vehicle or equipment maintenance is a potentially significanl source of stommvater pollution. Activities that can contaminate stormwater include engine repair and service, changing or replacement of fluids, and ouldoor equipmeM staege and parking (engine fluid leaks). ImplemeMalion: M maintenance must occur onsite, use designated areas, located away from drainage courses. Dedicated maintenance areas should be proteded from starmwaler runon and rurwR, and should be located at least 50 ft from downstream dreinage facililies and watercourses. Drip pans w absorbeM pads should be used during vehide and equlpment malntenance work that involves fluids, unless the maintenance work is pertormed over an impertneable surface in a dedicated maiMenance area. Place a stodcpile of spill Geanup materials where R will be readily accessible. PJI (ueling Wcks and (ueling areas are requlred to have splll kits anNor use other splll proteclion devices. Use absorbent mate�ials on amall spllls. Remove Me absortent materlals promptly and dispose of propeAy. Inspect onsite vehicles and equipment daily al startup for leaks, and repair immedialely, or remove from site. Keep vehiGes and equipment clean; do nM allow excessive buiW-up of oil and grease. Segregffie and recyde wastes, such as greases, used al ar oil filters, antifreaze, Geaning solutions, automotive batteries, hydraulic and Vansmission fluids. Provide secondary containment and covers for ihese materials'rf stored onsite. Treln employees and subcoMractors In proper maiMenance and splll cleanup procedures. Properly dispose of used oils, fluids, lubricants, and spill cleanup materials. Do not place used oll in a dumpster or pour Into a storm dreln or watercourse. Properly dispose of or recyGe used batteries. Do not bury used tires. Re alr leaka of fluids and oll Immediat . P �Y Keep ample supplies of spill deanup materials onsite. Maintain waste fluid containers in leak proof condition. VEHICLE AND EqU1PMENT FUELING Descriptlon and Purpose Vehide equipmeM fueling procedures and practices are designed to preveM fuel spills and leaks, and reduce or eliminate contamination of stormwater. This can be accomplished by using offsite haalities, fueling in designated areas only, enclasing or covering stored fuel, implementing spill controls, and tralning employees and subcoMractors in properfueling procedures. Limifalions OnsNe vehiGe and equlpment fueling should only be used where It is ImpracUcal to send vehicles and equipment offsite for fueling. Sending vehiGes and equipment MFSite should be done in conjuncfion wiH� a Stabilized ConsWdon Entrance/Exit. 13. Malerlal handling and splll prewMlon plan (eonllnued): Implementatlon Use oftske fueling sfaUons as much as possible. These businesses are better equlpped to handle fuel and spills properly. Pertorming this wak offsite can also be economical by eliminating the need for a sepa�ate fueling area at a site. Discourege Ropping o(P of fuel tanks. Absorbent spill cleanup materials and splll klGa should be available In (ueling areas and on tueling Wcks, and should be disposed of properly aRer use. Ddp pans or absorbent pads should be used dudng vehicle and equlpment fueling, unless the fueling is pertamad over an impermeable surtace in a dedicated fueling area. Use absorbent materials on small spills. Do not hose down or bury the spill. Remove U�e ll absorbenl malerials promptly and dispose of properly. Avad mobile fueling of mobile constnrction equipment around ihe sRe; rather, iransport ihe equipment to designated (ueling areas. Train employees and subcontractors in proper fueling and cleanup procedures. Dedicated (ueling areas ahould be protected from stormwater runon and runoff and should be located at least 50 ft away from downstream drainage facilNes and watercourses. Fueling must be perfortned on level grade areas. Protecl fueling areas with berms and dikes W prevent runon, runoff, and W contein spills. Noales used In vehiGe and equlpment fueling slwuld be equlpped with an autanaUc shuloff W control drips. Fueling ope�atians should not be leR unattended. Federel, state, and local requiremenGa should be observed for any stationary above ground storage tanks. Vehicles and equipment should be inspected each day of use for leaks. Leaks should be repaired immediatety or problem vehicles or equipment should be removed from the project site. Keep ample supplies of spill cleanup materials onsite. Immediatety dean up spills and properly dispose of coMaminated soil and cleanup materials. CONCRETE WASHOUT The following steps will help reduce stormwater pollution from concrete wastes: Discuss the concrete management techniques desaibed In thls BMP (such as handling of concrete waste and washoul) with the ready ma concrete supplier before any deliveries are made. Incorporate requiremenffi for concrete weste management into material supplies and subcontractor agreements. Store dry and wet materials under �ver, away from diainage areas. Avad maing exceu amouMS of fresh concrete. Perfo�m washout of concrete Wcks offsite or in designated areas only. Do not wash out concrete Wdcs inW sWrm dreins, open ditches, streets, or streams. Do not allow excess concrete W be dumped onsite, except in designated areas. For onsite washout: - Locate washout area at least 50 feet from stortn dreins, open ditches, or water bodies. - Do nol allow runo(f from ihis area by consWciing a temporery pit or bertned area large erwugh for Ilquld and solid waste. - Wash aR wastes into the temporary pit where the concrete can set, be broken up, and then disposed properly. - Awid creatlng �unoff by drelning water M a bertned or level area when washing concrete W remove fine partides and e�ose the aggregate. - Do not wash sweepings from exposed aggregate concrete iMo the street or stam diain. Colled and retum sweepings to aggregale base stockpile or dispose in the trash. SOLID WASTE MANAGEMENT DescripSlon and Purpose Solid waste management procedures and practices are designed W preveM or reduce the discharge of pollutants to stormwater from solid or construction waste by providing designated waste collecUon areas and contalners, arranging for regular dispaaal, and training employees and subcontractors. Sulfable Applleatlons This BMP is suitable for consWCtion sites where the following wastes are genemted or sWred: Solid waste generated from trees and ahrubs removed during land dearing, demolitlon of e�dsting strucWres (rubble), and building construction. Packaging materials including wood, paper, and plastic. Scrap or surplus building materials induding scrap metals, rubber, plastic, glass pieces and masonry products. Domestic wastes indudine food coMainers such as beverege cans, coifee cups, paper bags, plastic wreppers, and agaretles. Cons4vction wastes including brick, mortar, tlmber, steel and metal scraps, pipe and elecVical cultings, nonhazardous equipment parts, slyrofoam and Wher materials (rom transport and package construcfion materials Impleme�Heqon Seled designated waste collection areas onsite. IMOim con6actors that you will accepl only watertight dumpsters for onsite use. Inspect dumpsters for leaks and repalr any dumpster that is not watertlgM. Provide an adequate number of containers with lids or covers ihat can be placed over the canfainer to keep rain aut or W preveM loss of wastes when It is windy. Plan for additional containe�s and more (requeM pidcup during ihe demolition phase M constructlon. Colled site irash daily, especially during rainy and windy conditions. Remove this solid waste promptly since erosion and sedimenl control devices tend to collea lider. Make sure thet toxic liquid westes (used oils, sdvents, and paints) and chemicals (acids, pestiddes, additives, curing compounds) are not disposed of in dumpsters designated for consWCtion debris. Do not hose out dumpsters on the construction site. Leave dumpster deaning to the trash hauling coniractor. Artange for regular waste collection before coMainers oveAlow. Clean up immedialely'rf a container does spill. Make sure that consWC�ion waste is collected, removed, and disposed of only at authorized disposal areas. Incoryomte requirements for solid waste management into builder and subcontrac[or agreemenis. Littering on the project site should be prohibited. To prevent dogging of the stortn drainage system, Ifller and debris removal from dralnage grates, trash radcs, and ditch lines should be a priority. Tresh receptaclea should be provided in the conirectors yard, field 6'ailer areas, and ffi lacations where wakers cangregate for lunch and break periods. Litter from work areas within the construcGon limits of the project site slwuld be collected and placed in wateAight dumpsters at least weekly, regardless of whether the litter was genereted by the contractor, the public, or others. Collected litter and debris should not be placed in or nenl M drain inleGs, stommvater dwina e s . 73. MateAal handling and spill prevenllon plan (wMinuW): Dumpsters of sWfiGeM size and number slwuld be provided to coMain the solid waste gene�ated by the project. Full dumpstera slwuld be removed (rom the proJect site and the coMents slwuld be disposed of by the hash hauling cantrac[or. Conatrudion debris and waste should be removed from tlie site biweekly or more frequenUy as nceded. Construdion materlal vlsible W the public slwuld be sMred or stacked In an ordeNy manner. Stormwater runon should be prevented (rom contacting sWred solid waste through the use of bemis, dikes, or other temporery diversion s6uctures or through llie use of ineasure to elevate waste from site surtaces. Solid waste staege areas should be located al least 50 ft. (rom drainage facililies and watercaurses and should not be localed in area prone to flooding or ponding. Inspection and Maintenance Insped consirudon waste area weekly. Arrange for regular waste colleclion. DEWATERING AND PUMPING OPERA710NS Descripllon and Purpose Dewatering operetions are practices that manage the discharge of pollutants when non- stormwater and accumulated predpkaUon must be removed from a xrork IocaUon so that construclion work may be accomplished. 8ukable Applicalions These pradices are implemented for discharges of non-stomiwater from consWClion sites. Non-stamwalers include, bul are not limited lo, groundwater,water iram coiferdams, water diversions, and waters used during consWdion activities that must be rertwved from a work area. Practices identified in ihis section are also appropriate for implementation when managing the removal of accumulated precipitation (stormwater) trom depressed areas at a consWCtion sile. Llmitallons Site conditians will dictate design and use of dewatering operetions. The controls discussed In this best management pracllce (BMP) address sedimeM onty. The controls detalled in this BMP only allow for minimal seltling time for sediment partides. Use only when site conditions restrid ihe use of ihe other control methods. Dewatering operations will require, and must comply with, applicable local pertnlGa. Implementallon Dewatering discharges must nol cause erosion at ihe discharge point. A variety of inethods can be used to treat water during dewatering operetlons. Several devices are presented below and provide options to achieve sediment removal. The size of partides present in the sediment and permit or receiving water limitations on sediment are key consideretions for selectlng sediment treatment optlon(s); in some cases, the use of multlple devices may be appropriate. SEDIMENT TRAP Descriptlon A sedimeM trep is a temporary basin fo�med by excavation andlor consW cfion of an earihen embankment across a waterway or low dreinage area to detain runoff and allow sedimenl to seltle out before discharging. Sediment Traps are generelly smallerthan Sediment Basins. Appropriale Applications Eifective for the removal of large and medium sized parficles (sand and gravel) and some metals that selUe out with the sedlmeM. Implementallon Excavation and construction of related hadlities is required. Trap inlets should be located to maximize the travel distance lo the 6ap outlet. Use rock or vegetatlon lo protecl the 6ap outlets against erosion. Maintenance MalMenance Is required for vegetaUon, embankmen4 Inlet and oulfall aWClures, as well as other features. Removal of sediment is required when the staage volume is reduced by one third. GRAVITY BAG FILTER (DEWATEWNG BAG) Descripllon A grevity bag filter, also referred to as a dewatering bag, is a square or rectangular bag made of non-woven geote�clile fabric that cdlecffi sand, silt, and fines. Appropriate Applicatlons Effective for the removal of sediments (gravel, sand, and silt). Some metals are removed with the sediment. ImplemeMalion Water is pumped iMO one side of the bag and seeps ihrough tl�e boUOm and sides of the bag. A secondary bartier, such as a rock filter bed or strawlhay bale barrier, is placed beneath and beyond the edges of the bag to capture sedimeMS Mat escape the bag. Malnbnanq Inspedion of ihe flow conditions, bag condition, bag capacity, and ihe secondary bamer is requlred. Replace the bag when ft no longer fllters sedimeM or passes water at a reasonaWe wte. The bag is disposed W offsite. 10. ContaclhNortnalionforthelrainedindlvldualresponsibleforsWrtnwater pollWon preve�on iwShe proJeeS slle: Sleve Lehe Sheil Serzlon Company, Inc. 902 Norlh Capitd Avenue Indianapolis, Indiana 46204 317423-6076 slehe�shielseMOn.com L Deseriptlon W potentlal pollutaMS sourees auoelaled wllh She proposed land use. Leaves, mulch, vehicular sources such as leaking fuel or oil, brake fluid, brake dust, grease, anUfreaze, metals, rubber fragments, road grit, saks and sands, trash and dabris, fer0lizers, deaning agenis chemicals, paint, animal waste, elevated storm runoif temperalures, pesticides and pathogens. z. Postconslructlon slormwater qualiry measuros: For location see Final Erosion Control Plans, Sheets C402 - C403 BMP Snoufs These sWCtures shall be consWCted with the stam sewer system. PermaneM Seeding Permanent seeding will be placad to act as a filler and to preveM erosion. Wet DeteMlon Basin It serves lo control the volume and rate of iunoif. The faality removes sedimen4 BOD organic nuhieMs and trace metals through the pracess of seltling of pollutants. Biological processes occurting in Uie pond aid in redudng the amount of soluble nuVients present such as nitrate and phosphaus. Water Quality Planlings Plantlngs will ad as flltering medla for suspended pollutants (such as sediment) entering the pond. The water quality plantings will also abswb dissolved pollutanGs such as excess fertil¢er. PIaM Specifications; 33% Iris �rginica Shrevei, 33% Iris Versicolor and 33% Scripus Validus. 3. Sequence deseribing slormwater qualily measure ImplemeMatlon: Reference Erosbn Control Sequendng For location sce Initial and Final Erosion Control Plans, Sheets C400 - C403 BMP - Snou! wllh sump The Snout Oil & Debris Slop is a plastic composite hoodad covar that aHaches to the wall of a stam water strudure over the outlet pipe in such a manner as to prevent the exit of Hoatlng debris and oil. A sump is required so that debris will seltle to the boHom of the strudure. PemianeM Seeding Permanent seeding will be place within 15 days aRer final grading is completed. WM Detentlon Basln Wet Detention Basin will be inilially excavaled as part of mass grading of the site. It will be used throughout the consWCfion phase to coMrol sedimeM, then persist into ihe post canstrudion phase as permanent features providing starmwaler retentbn and sediment control. 3. Sequenee deserlbing sSOmiwater qualLLy measure ImpkmeMallon (eontlnued): Water Qualily PlaMings Water Quality PlanUngs will be planted after ihe consWCtion of ihe wet deffintion basin to act as a filter. PIaM Specifications; 33°k Iris �rginica Shrevei, 33% Iris Versicdor and 33% Scripus Validus. 4. Stormwatar quality measures to be Impleme�Hed to proven! or minimize aMerse Impaets W slream and riparlan habifals: BMP - Snout wllh Sump Each snout ahould be inspected monthly. Namal malntenance consists of routine inspection and rising with a hose or pressure washer during the deaning sequence of ihe catch basin and flushing ihe anti-siphon vent with water or air W veri(y ihat It Is dear. The sump within the atortn sWCture should be vacuumed once sediment read�es a depth of 1'. The maintenance shall be done by the owner. PertnaneM 8eeding PertnaneM seeding areas should be checked annually for Issues related to pertortnance. During this time plark seed 'rf necessary and address any erosion problems addressed. Trash ahould be removed on an as need basis. The grass should be kept to a 3" - 4' height. Malntenance is the responslbllity of Uie owner. Wet DeteMion Basins ( Ponds) Inlets and ou0ets should be checked to make sure they are free of debris. The wet ponds should be checked semiannually W ensure proper pertormance. Banks should be checked for erosion, and repaired'rf necessary. SedimeM should be removed from the pool when the accumulated sediment volume exceeds 20% of the basin volume. Maintenance shall be done by Uie Owner. Water quality planlings Replace vegetatlon W maintain at least 50% surtace area coverage in plan8ngs after the second growing season. Supplemerrt wetland plarrts'rf a significant portion have not established (at least 50% of surface area) and remove nuisance plant species, to be check on an annual basls. Harvest plant spedes If vegetatlon becomes W thidc causing flow backup and flooding. The maiMenance shall be done by the Owner. PIaM Specifications; 33% Iris �rginica Shrevei, 33% Iris Versicdor and 33% Saipus Validus. Parking Lots Parking lol deaning and trash collection will be done on an as needed besis. Parking lots should be monitored monthly and swept as needed to remove as much sediment as possible before It reaches tlie gress wateiway. This shall be done by the Owner. 5. Operalions and maiMenance manual for all pwSCOnslruclion stormwater qualiry measures: Sea O&M manual in separete dacumant. EXAMPLE EVALUATION LOG SHEET EVALUATION FOR CONSTRUCTION PRPlECT3 n o-einea namauei endi wrtam a wnnen evemeaon arme wolecc.ne. a. eyme�aame�.Mw:i�mrraiowM<.d��m,�mn�.asos. b. A minlmum of one (1) tlme pervreek Pmjed Name: Na�orrrem.a manna�.c o.remi�: IeEValuetlonfdbxinBerelMelY! Oyee Ono Myee,debthereinaroppeE: IncMa:_ ALL PROBLEMS OR CONCERNS NEED TO BE AODRESSEO WITH A CORRECTIVEACTION o.w�« wn. �oom�rea. �. �a mre: om: co��aor r�v. �na.a. M� �a d.re: oare: nepon wtmmea nr oea: N M N � 0 � w � m o o V � N 7 J w rc � U LL 0 � U rc a JI z � y a a a vJ a N z � 0 0 z d m a U M ti o w J^ LLC G W � Q Z Q � z a vJ y J � O^ � LL � Q � z � ¢ } � J Z V > � 0 0 00 zo �� � � Q Z 0 Z J w � Q U d ^ � V M � V � O C U Z�m0; ��D� � l ��c�oM C m W�a`'W 0, QZ�.0 C ZQ I\n 0 O � C Q V�JO �6,C Wm�"��� �ZoCm q� J J C ^� � � � � � � � �m � �"� �U ro yQ� �� mW Project No: 10135M Sheet No: C404 � m 9 E a 9I w `o e m z LL 0 LL °a L �, a_° LL a _ m, � . .. o � a N �! � 0 o i w� m a e U ? o W a \ y �' 3 4 \ \ \T%� T% V�� � \\ LEVEL'A' ^ ... .....2 � LEVEL'B' NOTE: IN LOOSE SOIL CONDITIONS, THE USE OF LONGER STAPLES OR STAKES MAY BE NECESSARY TO PROPERLY ANCHOR TH BLANKETS. REFER TO GENERAL STAPLE PATTERN GUIDE FOR SHORE LINEINSTALLATIONS. � 1. For easier InstallaUon, lower water level from level'A' to level'B' before InstallaUon. 2. Prepere soil bafore installing blankets, including application of lime, fertilizar, and sead. 3. The Wp edge of the blanket must be anchored in an 8' deep by 8' wide trench. Backfill and compad ihe trench aRer stapling 4. Place blankafs and over end with a 3'to 4" overlap. Staple through both blankets of the oveAapped area, approximaley 6" apaA. Adjacent seams where lwo blankets side by side are joined must consist of a 4" M 6" overlap. 5. The edge of the blanket that (alls below normal water level musl be anchored in a 12" deep by 8" wide trench. Backflll and compact Me 6ench after stapling. (Stone may be substiMed for soil backfill.) 6. For lo�g banks, (Wp to bottom) use veRical insfallation. MAINTENANCE: •During vegetative establishment, weakly and aRer each 1/2' rainfall event for any erosion below the blanket. 'If any area shows erosion, pull badc thffi portion of ihe blanket covering it, add soil, reseed the area, and re-lay and sfaple the blanket. 'After vegetative establishmeM, chedc the treated area periodically. SHORELINE INSTALLATION 5� NO SCALE HORIZONTAL STAPLE SPACING SHOULD BE ALTERED IF NECESSARY TO ALLOW STAPLES TO SECURE THE CRITICAL POINTS CRITICAL POINTS ALONG THE CHANNEL SURFACE. A. OVERLAPS AND SEAMS B. PRQIECTED WATER LINE REFER TO GENERAL STAPLE PATTERN GUIDE FOR C. CHANNEL BOTTOMISIDE CORRECT STAPLE RECOMMENDATIONS FOR CHANNELS. SLOPE VERTICES 1. Prepare soil before installing blankets, induding application of lime, fertilizer, and seed. 2. Begin at ihe Wp of ihe channel by androring the blankel in a 6" deep by 6" wide irench. Backflll and compact Me trench after stapling. 3. Roll ceMer blanket in direction of water flow on boHom of channel. 4. Place blankets end over end (shingle style) wilh a 6' overlap. Use a double row of staggered ataples 4" apart W secure blankeGa 5. Full length edge of blankets at the top of side sbpes must be anchored in 6" deep by 6" wide trench. Backfill and compad the trench afler stapling. 6. BlankeGa on side slopes must be overlapped 4" over the center blanket and stapled. (2' for C350 malting) 7. In high flow channel applications, a staple check slot is recommended at intenals of 30 to 40 feet. Use a Row of staples 4" apart over entlre width of the channel. Place a second row 4' below the first row in a staggered padem. 8. The tertninal end of the blankets must be anchored in a 6" deep x 6' wide trench. Badfill and compact the irench aRer stapling. MAINTENANCE •During vegelative establishment, inspect weekly and after each 1/2" �aiMall eveM for any erosion below the blankel 'If any area shows erosion, pull back that portlon of the blanket covering R, add soil, re-seed the area, and re-lay and staple the blanket "After vegetative establishment, check ihe trealed area periodically. CHANNEL INSTALLATION 12 NO SCALE SPILLWAY ROCK CHECK DAM - r 3 �� • , „„u ,. , , - OUTLET PIPE OR OTHER ��°"*�' STRUCTURE PLAN VIEW DITCH APPLICATION FLOW- N0.5COURSE AGGREGATE 0.5' TO 1' � � 3 1� I PLAN VIEW STRUCTURE APPLICATION GRA7E SPILLWAYCREST• REINFORCED � CORNERS ROCKABUTMENT . P 3 '- WHEN USED IN A WET POND CONDITION � Fpp�LE `� 1 SPILLWAY CREST TO BE CONSTRUCTED CONTAINMENT �°=�=�� TOADISTANCEOFTWOFEETABOVE qqEq � � � � NORMAL POOL. � r� ROCKAPRON � � 'r . ... � (RIPRAP) � �: a-,� FLOW � 4 - -r �° ; ,... 1 -► � � DITCH OR BASIN � �`�'�"� D � BOTfOM NI RIP RAP MAINTENANCE 'Inspect check dams and the channel weekly and after each 1/2" relMall event and repalr any damage Immediately `If significent erosion occurs between dams, install a rip�ap liner in thal portion of the channel `Rertrove sediment accumulated behind each dam as needed to maintain channel capacity, W allow drainage through the dam, and to preveM large flows from displadng sedimenl "Add rodc to the dams as needed to maintain height and cross section. ROCK WASHED OUT-results in channel culting; repair the washes and replace the rock TEMPORARY ROCK CHECK DAM � NO SCALE POST SPACING 8' MAX. SPACING FOR FENCE SUPPORTED BY WIRE MESH FENCING. 6' MAX. SPACING FOR EXTRASTRENGTH FABRIC WITHOUT WIRE BACKING FLOW � COMPACTED BACKFILL � J I I II �� EXISTING SOIL � J� J GROUND J l l� T J � TRENCHEP v v LINE WHEN JOINING TWO OR MORE SILT FENCES WRAP THE TWO �� � FILTER FABRIC END POSTS TOGETHER AT LEAST EXTENDS INTO TRENCH �NE FULL TURN, SLOPE CHECK JOINING FENCES MPJNTENANCE •Inspect ihe sitt fence weekly and after each 1/2' reiMall event 'If fence fabric tears, starts to decompose, or in any way becomas ineffactive, replace the affected portion immediatety. •Remove deposited sediment when it read�es halF ihe height of the fence at its lowest poiM or is causing the fabric lo bulge. "Take care lo avad undertnining the fence during dean out. •After the contributing drainage area has been stabilized, remove llie fence and sediment deposits, brng ihe distu�bed area W grade, sfabilize, SILT FENCE DETAIL � NO SCALE .7 STAPLES PER SQ YD 2� XI XI X 1 20' F� X X X 0 � X� 3 �X X B � 12 STAPLES PER SQ YD 3' a� x x x L I-10" XI XI X X �I I� 2�" x x x E 3.5 STAPLES PER SQ YD 3.8 STAPLES PER SQ YD 2' -�x a� x �XI �3'-{ X (�` X CURB - OPENING ��� - LIFT STRAPS CuRe FIL7ER OP710NAL OUTFLOW PORTS DUMPING STRAPS Maintenance 1. Remove all accumulated sedimeM and debris weekly or after each 1/2" rainhall event. 2. Remove sediment from bag after bag Is 1/3 (ull. 3. If bag is damaged, remove bag and replace with new. CURB SACK INLET PROTECTION � NO SCALE N� � �\ ii iii iii ���, ��� � , SILT FENCE - MATERIAL CROSSBARS/LATH � � � LATHS �u -,'. qi �, iu.'�� M SILT FENCE EXiENDS ;�; 6" BELOW FINISHED GRADE NOTE: 1. SEE SILT FENCE DETAIL FOR MATERIAL SPECIFICATIONS 2. SILT FENCE SHALL BE PREASSEMBLED BY SUPPLIER. MAINTENANCE 'Inspect the siR fence weekly and aRer each 1/2' raiMall evenl •If fence fabric tears, starts lo decompose, or in any way becomes ineRective, replace Uie aifected porUon immedialely. 'Remove deposited sediment when it reaches haH the height of the fence at its lowest poiM or is causing Me fabric to bulge. `Take care to avoid undermining the fence during dean out. `After the coniribWing drainage area has been sfabilized, remove ihe fence and sediment deposits, bring the disturbed area to grede, stabllize, INLET PROTECTION - SILT FENCE 5 NO SCALE '��J - ,r v � � - 1.75 STAPLES PER SQ YD cuRS STREET INLET NOTE: SEE SILT FENCE DETAIL FOR FENCE INST/LLLATION SILT FENCE BEHIND CURB � NO SCALE STAPLE PATTERN GUIDE +o NO SCALE 5 Stabilaation Practice Jan. Feb. Mar. Apr. May June July Aug. Sep. Od Nov. Dec. r- - - - - - - - - - � I � Pertnanent A *///i /p •N � I Seeding I � - - - - - - - - - - - - - - - - - - - - - � � B B I Dorment I Seeding I � - - - - - - - C - - - - - - - - - - - - - - � � Temporery E '/// ///" � � Seedin9 � I- - - - - - - - - - - - - - - - - - - - - - -I � Sodding F'" '/////U/ I I I � - - - - - - - - - - - - - - - - - - - - - � � � I Mulching I I- - - - - - - - - - - - - - - - - - - _I A=KenWCkyBluegrass401bs/acre;or401bs.fallFescue; MpIN7ENANCE plus 2lans straw muldJaae or add Mnual Ryagrass 201bslacre. Insped weakty and after �ch 1Y2" reiMall eveM, u�l the stand is successfuly esfablished. (Charecteristics M a successful sfand indude: B= KenWCky Bluegrass 60 Ibslacre; or 40 Ibs. tall Fescue; vigorous dark green or bluish-green seedlings; unifortn density wiM plus 2lans straw muldJacre or add Mnual Ryegrass 301bs/acre. nuise planfs, legumes, and grasses well inter-mixed; green leaves; and the perennials remaining green throughout the summer, at least at the C= Spring Oats 1001bs.lacre plaM base.) D= Wheal or Rye 150 Ibs.lacre. Plan to add fer�lizer the fdbwing growing season accoMir�p W soil lest recommendadons. E=MnualRyegrsss401bslacre. (11b17000sq.fl.) Repaly damaged, bare, or spawe areas by Nlling any gullies, rafertllMng, F=�d over- or re-seeding, and mulching. H plant cover is spaise or patchy, review ihe planl malerials chosen, soil G= Straw Mulch 2 tons/acre. fertlliry, molslure conditlon, and mulching; then repalr the afFecled area either by over-saeding or by ra-seading and mulching efter re-preparing 'IV' Irtigation needed during June, July, andlor September. y» $�p�, "' Irrigafion needed far 2 to 3 weeks aftaz applying sad. If vegetation feils to grow, consider soil testing lo detemiine acldity or nutrient deficiency proWems. (Contacl your SWCD or Cooperative Lime and fertllize to ske spedfic soils tests or apply feNlizer Exlension oifice for assistance.) at a rate of 10001bs. per acre a 12-12-02 or equivalent H additional ferlili�tion is needed to get a satisfactory stand, do so All swales shall be seeded with 21bs. Adelphi bluegrass and acaMing to ihe soil test recommendaUons. 2 Ibs. Perennial Deiby rye, or equivalent per 1000 square feet. mulch with one bale of straw per 1000 square feet. Ferlilize with 5@s. of 20-55 per 1000 square feet unless specified othe�wise. SEEDING CHART � NO SCALE MPJNTENANCE "Inspect entrence pad and sediment disposal area weekly and atler each �/p" rain(all event or heavy use. •Reshape pad as needed for dreinage and �urwff control. 'Topdress with dean stone as needad. "Immediately remove mud and sediment tracked or washed oMO public roads by brushing or sweeping. Flushing should only be used 'rf ihe water is conveyed iMO a sedimeM trap or basin 'Repair any broken road pavemeM immediatey. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT � NO SCALE 12" MIN CONCRETE � -�>_ � 10mi1 MINIMUM WASHOUT SIGN PLASTIC LINER GRADE � \ 2'MIN� � COMPACTEDBERM - AROUND PERIMETER 10' x 10' MIN. OR AS - NEEDED TO CONTPJN WASTE CONCRETE 1. Concreffi washout area shall be installed prior to any concrete placement on sde. 2. Signs shall be placed ffi the construdion entrance, ffi the washoul area, and elsewhere as necessary W clearly indicale the location of the concrete washart area M all operetas of concrete Wcks. 3. The conaete washout area shall be repaired, enlarged, or deaned out as necessary to maintain capacity for wasted conaete. 4. Upon the completion of construdion, all wasted concrete shall be rertwved from the site and disposed of at an approved wasle site. 5. When Me concrete washoul area is removed, the area shall be seeded and mulched or othenvise stebilized in a manner approved by the inspec[or. CONCRETE WASHOUT DETAIL � INSTALLATION NO SCALE 1. LINng straps should be placed under the dewatering bag to fadlitate removal DEWATERING BAG �� ��. 2. Poace the dewatering bag on a level atabilized area over dense vegetation / straw or gravel ('rf increased drainage surface area is needed). � ) ) J 3. Insert discharge hose fortn pump Into dewatering bag � �� a minimum of sa inches (6•) and tightly secure with atlached sUap lo prevent water (rom flowing oul of Me unit witlwut being flltered. TIE � 4. Replace the unA when ona half (1/2) full of sediment DOWN �, or when sediment has reduced the Bow rale of the STRAP pump discharge to an imprecdcal rate. � MAINTENANCE o � FLOW 1. Remove the unit and sediment from environmentally pUMP � � �� sensitive areas and walerv✓ays. At ihe approved disposal WATER FILTERED WATER site, open w sIR ihe unR, remove ' HARGE ' ng opography. Dispose of the dewffiering HOSE bag, no longer In use at an appropdate recycling a sofid WestefaCilily. DEWATERING FILTER BAG � NO SCALE N n r 0 z w � m o o V � N 7 J w rc � rc U 0 � U rc a J -j � � � � N w �+ 9 Z o .. y 3 '�' d m � U N � J vI a J � � � W � � � J a � o�cZaz Z (n = Q O J Z Z Z a O J O Z r � � � J Q W Z U U i C",` � Q : o a� m;� o 0 00 Q:� =o < ., r� � y :�'a o� ;..�;'�-._ d n II� M U � V � O C U ��0; ZWro-�m.� �j�� Q)m co�icm ��'�'W.0 W02 ,c c V����� ��o � Wm�"���° �ZoCm n 0���� � �m M `M-.I lll ro ��� m� Project No: 10135M Sheet No: C500 c 0 9 O 9I w 0 e m : a �±i � n v � n � D r � N - n � � D � � � o � m D � � � � a O � N O ti � 3] D � n a � Z ➢ 'n O �� ST a �LOCK-PROOF Siri£ SIGN BRACNEi iHE SICN RUSi BE ENCWEER ;RADE. DWBLE 90E0 'MiH fWR (Q HOLES PER BLA�E. i7 (*mc i. z �'xz J'xis yo.) - SQUAPE SIGN POSiS WR1 REINFORCED ANCHORED BASE FNCHOP BRY i0 BE ORIVEN 03-� SEiIN COMPACIEO 6ACKRLL ANO NO MOPE 1HAN I" ABOVF GRACE. NOTE: MIXINIIY 91NCH WOE EXIPIIIX4 NIIMINYN YAM �W&EFACm CRFEN fNIECP\E BACN�AWH� r�m n wnrt i/z wa reE�cnrc awoEx rnM s ixu� xia� rMirt �irzRS w cerirus �aR ME %VIMMY NpME Ci T1E SIFEEi pNp MINIMU4 31NCH HICN 'MIIR I£i1EP51N CP%ipLS fqt ME R00D IIPE OWW.IPCMS. fdFl£LPNtt %iCPEkPES SHALL BE RF 4Mi UP i0 �AIE ,�f1EC➢Ntt FEWIqE4EN15 ANO INOUSIFY Si.WpAqOS CITY OF CARMEL STANDARDS STREET NAME SIGNS � � 0 ACIION B09 OI SUBOINSIpN CONmtt OROINANIE I48� BEiMEN E%PFN9CN JOIN�S (MR%.) I i y'V : r 5Q.?Ean�iA• fi�w`u,*.P�t e 3,".�'.�fl.s�Fyle Sc.n�zYte�^'�-L: L PPEPAREO WBGGAOE CWPACII� IN ACCOR�<NCE M1H YCPON 30I.0] Of SiAN�MO IN�Oi S°ECS. CONCRE7E SIDEWALK NO SCP1E NO1E5: BPIXMI RNISH ANO E�lEU CU$$'n' COxqtElE 6" MGM OL CONqtEIE 10 BE USED RGtOSS DflIt25 If ACGREG.IIE IS MQOWED /9 SiONE MLL BE USED �t A MINIMOM Of 4' 9 3 ST 15 STANDARD DRAWING 10-SC I II E � I I I O I � � � � �I � " O O irrrun � PFM ME 4(BWE) PEk IN�Oi SiANUMO OWC E P06-MKPM-II O � RftE H19PRNi - 16 LL a N O1E5. �JO � r OO IpR Fe�£� UxpiN�E� ROnD SURLeCES PUCEMEM SHeLL BE IN lxE CEN1ER QL lxE SiREEi. % Q Fpt qN�E� MULP-LPNE F�R� SIIFfACES RFUMENI SHALL 9E IN CENIER �INCER LPNE CLOSE51 10 H1llPRN1 9 LOCAPON. LL � FOR WL-0FSAC RPPpCAPONS PLRCEMENi SNPLL BE Ai iHE BEGINNING Of 1H[ P1L-0FSAC CIRCI£ IN iNE CFNIEP Of ME SIflEEi. Q FOP INIEPYCiI4N RPPIICFPONS RACENEM 91ALL � CENIER WFFRCE OINUER 0.0Y9 i0 H19PANi LCCRPON IN EIiHEF 1RRYEL qRECiION. ;_ CITY OF CARMEL STANDARDS STnNDnRD DRAWING 01;� a FlRE HYDRANT MARKER PLACEMENT 10-39B o � a N �! � Q O 2 W rj m a e a o W a` i' s: 1� m � c y � � z O Q c � N A n m a � � � n m� O � r � � a 2 Q a O � N O ti -� .Tl➢ � 2 � ➢ Z � O � �A O 1" 1" MIN. 44" 1" MIN. 1" S7ANDARD BLADE DIMENSION NO SCRLf AlL SiANOARD CUSiqA BLA�ES HAY£ A SPACE Of 49' GOR S1NEEi NAMES. ( MEREiqEE, LEIIERirvG vn�M SxnLL BE n�du51ED 50 Mni SiFEEi rvnuE FlLLS 1H15 6<� SPACE RNp SHCY ORA'MNGS SHALL BE RPPROVEO 6Y 1HE CIiT OF CAPMEL ALL LETIEPS SHALL BE CAPIiALIZEO,INtIU�ING SUBSCRIPi. Fqt NURFRICAL SiREEiS, TIE SUBSCRIPi SHALL Bf 3' IN HfIGHi ANO PLACE� ON ME UPPER HAIF Of iHE 6' SPACE GOR LEiIER PUCEIAENi. 1HE WORD INDIC2PNG SiflEEi, ROnO, PRRXWAY, EiC. MhY BE PBBRENh1E0 OR SPELLED OUi �EPEN�ING ON iHE SiREEi NAME, FOR E%AMPLE'. 96'" STREET fOR LESS LExGIrvY SiREEi NANES OR MAIN STREET WESTFlELD BLV�. fqt LEN;IHT S1HEEi NAMES PENNSYLVANIA ST, GENERRL NOiES�. I.If WSiOM SIGNACEIS NfCE55ARY RN� 1HE STANUAR� BU�fS CANNOi RCCqAM00Rlf iXE MFORAIATON, LARCER BLAOES CAN BE SUBIArt1ED Fqt APPR�VAL. ANY CUSiqA BLAOES OffR 48'IN LENCM SHALL BE PLnCEO ON 1W0 CUSTOM POSiS. I. ALL S1ftEEi ID SGNi Ai Si(JYOARO IN1Eft5ECPqYS SHALL B[ iW0 9DED VNLESi �IPECIED O1HEk'MSE. 3. ALL SiREfi lU 5GN5 AT ROUNORBWi INIERSECTONSIXt MRi RRE FIXt QVE �WECTON OF iPAbEL SxALL BE ONE SOED UNLE55 DWECIEO OMER'MSE. PLEASE REFER i0 SiANDARD �3 URAMNG 10-1P PoR i1P. AOIINDRBWt SICN PLRCEMENi: NOIE 5. � CITY OF CARMEL STANDARDS srnN�nRo DRAWING STANDARD BLADE DIMENSION DETAIL 10-SB EAR1H OR 90EWRLK SUFFqCE UNDERDRAIN 1RENW i0 BEy- RUSH M11H BRLK Oi CURB / INSiFLL RL1ER F2BRIC ON L aeRiueha a meuen axo 0`hFLAP Ai SUBGRApE LEVEL g8 WASNED ACCRECnIE � WABIED WI�BGUfIH/1YPE1 �CpJCFEIE CUkB Ok CUFB & CLi1ER ASPNALi OR ACCRECAIE PER rnICAL SEC➢ON q �UOUBLE WRLL PIPE HRNCOR H' Q ME 4 PIPE OR EONVRLENT z rEa sccnox eoi.oi or �xc F SiCAM WAiEk IECHNICAL SiANpARpS SUBSURFACE DRAIN NO SCALE xoiES. PIPE SHRLI CONFORM i0 SPEC flEO�IR'_MENiS OF SfC➢ON ]IB Of SiANORRO SPECIfICAPON INSiAILATON REWIPEO: BO1H SIOES CF PAYE1AENi ANp INIERE REQUESIE� BT 1HE Cltt ENGINEEk �4 CITY OF CARMEL STANDARDS sTnNOnRo "unArviivG SUBSURFACE DRAW �p_g T PAM MUM '- %iEPAREU SIIBfAUDE COIAPACiEU IN FLCqV�PNCE rnTM sECnax zozoz a survonao inoor scccs BITUMINOUS RECREA7/ONAL PATH uo xn�e O1 I' - 110�/SYO. HMF BINMINWS SORPoLE 9.5 mm ON O Y- db//SYO. HMP BIiI1MIN011$ INiERME01RiE 19.0 mm M O} 5' fAMVpt1ED FWREGAIE �SJ SiplE IXI O COMPACIE� SUBpaDE i/R' PFE10FUED �qNi FRLER RICHi-0E-WRY 50'-0' IOCAL SiREEi Y 5' 4' 2' I]' MA% S° i0P SOIL ll' MA% Y f 5' I' ti � � s F zs n �I 11 � K �. � � � r (� � K Rl U O � � TYPICAL SECTION � [EGfNO LOCAL STREE: � � BITIMINMIS P>KYLNi NO $CALE (� OO I.5' - 165//SYD. HYA BITIMINWS WPfACE 95 mm pN > ONIXflOPAIN - SEE SiPN�RflD DRAMNG 10-9 C � Cn T- RRO//SM. HMP BiNNiNWS INIEflME0u4 19.0 mm Q4 � (/� �{ 3' -)l0//519. HM.1 BINNINOUS ME'B' BASE R50 mm ON rQ SI�EWALK - 4E 4PN�AR� �RPYANG 10-i4 m � y n Y CCAIPACIE� ACGCCAIE /A BASE ON O CONCREY Rp1 CURB ANO GUi1ER - A S zJ � CpAPACYO SUBGHRDE OF iRER1ED WB(RADE SEE StANURRD OPPNINC 10-I� y � m � p srooixc 3 � O � � Ofl A1 WE OiSLflEPON OF WE Gix ENQxEER m � Q 1.5' - t65/ 51D. xMF BIIDMINWS SUPfPCf 95 mm ON � �1Y -]]0/�19. HMR 91NMINWS 1YPE �B� 9ASE 25.0 mm CN CCMPACIE� SIIBCMACE pt 1RER1E� 5119pUDE p y *WBSPNIE ALiERNniE �RAINnCE U�ER IL NEGSSARY: � A➢ �-��O//519. HMP BINNINOUS INffflMEDl.1ff 19.0 mm ON 9 O D Z 2' - YPO//519. HMA BIiI1NINW5 ME'C' INIERNEOIAR 190 mm pN �� D 3' - JJ0//3Y0. HNR BINNINWS ttPE'B' BASE 350 mm ON � Z A � � NOTE: ALL PAVING SHALL BE COMPLETED IN 1 PAVING SEASON n n I6 � � W ~ L z � o � C� COYPACIED- C BFGiILL m � a �z o � � r �J �I� /2 I C= - SLOPE i0 uniCx AOJACExi CUFB ; 1 . � •• CpVCREII G�V[MENi . � ' j, �}' ' U55 A' � i * Q CO R J �l l J n ; � l-Nl EPDXY COAIIO BAPS � � PlnCEO ei B' C. Ox C. ;� co�P.cho soem.oc CONCRE7E DRNE Wl7H ;�n COMBINED DEPRESSED CURB AND GUTTER � a xc couvauxo srvnu ee vuceo ox nu eecosco surernces. rvo sca�e � � irvuuoirvc voES, vmcrv iwMS nac acuo�o. � � fALE$ M>Y 9E 9RlIEPE� i0 fFLILIiAtE SLG fORMING. j O �AMPEH SIIBGRAOE Pfl10F i0 PLAQNG CONCflEIE. � � COHIPOL ,X]INiS EKPY 5' NA%IHW CN PA�II OMEPMSE EKPY 10' tlA%14UM WW PqEFpVYE� E%PAN90N JqM EKFY 50� N OY 6' HINIHIIN LHILKNE55 LqILPEII fCP RESI�ENNAL �PIKS o � �p >➢ Z USE B� MINIMUM T11LF WNLREIE �OR GOMMEFP�L OPIVE$ 5 `c � FON LCCAL POF�S fACE CE Nfl8 IS i0 BE 6]/l�. BACK 0.� NRB 12 ]/4� �� A * nlL OMER ROnDS 1all 01 CURB i5 TO BE ] t/1'. BnIX Oi CUFB i] i/Y 0 GENERALNOTES: s'-za� aaax.sz=�aaax.>>se �-I e'saxi!wmwn swms_�m �iA m. e .m�, m..e .e���.am eT ___-- r��� � �qMTaysAalllepropoqo Irya]juale� � � � 00-0y9" bMli 2MhLL e� Q(� � I o� RoMb2'LbMWNT��PmMa m 2O KM�e ib' haa�dlMOredW mnMrvcW �_.�_. � 4aKalflama w o� maasnx meyre ororacwin�� meb�emano�.�uwammmee I . . ,� b��no. �.�p.m���m�m��3a. � � � CHANGEOFGRADE C� �meommeas.wm.wnAmv.n.nee semo�a.a z i r flua�vnMNe[EpxalvJjvcenlpewmenl SVUenpeXxn r � � 03" aroqwerr�re. TRUNCATED�OMESUSE� �� wm�ngareasmmeropoiamramo%snmi INDETECTABLEWARNINGS o� viopemw �+ ��. am DETAIL OF RAMP GROOVES ea w�o��vm.��m.o.�aiMC�.aw.. .IanElrg f b� 0150:11n Yry Elxlicn. Na 'w.r.m.am.�mm.�me�.snai�x eN:naesa�emi.nire .m.,�, �,.�,,,m�.�„m r. ,.m.�,.am�.. -4 Swpp�E:t C I %' � rCOnrn.meu. sj nwmm��a�Mr�.�w� � mo.�o - _ _ _ _ _ _ ! ; ; / � �w�.ia,m 1l�wNNWwn.tl�IMMrMNmvYlp , m . � GAVEMENT M]�BM]bS-0TI' .lM �M ' �__ ��NP � I '��F'�il�-�..� � �f��oN�s+9mMMebePoro]b . ( d10:1MUmuimunBin.�ife. _ �O� r - 5"p E . ife �.M1'pnb�mMlainlfil'v -� __ a � 6. qalnyelnb4e�ouMCelvaMUp�lllM1an unnmo.momeme�a+.�uaeou RAMPANDBRICKSIIRFACECON5TRl1CTIONOETAIL mo-awi. � ].8ee8�eMeNOmnnpEWiSWCR-IRkr ����-�� � X6Me.@1B' "A Impmvalavemonnamm'bMSwalXe. � �_L F_ `.- PAVEMENT l e. nqm•imm.�.,�sma�.e.e.e...�m.e... � b 1 - .� � nrvn �_�rairniui _r -v.us.owniu. mwroremcemu�v�mr.nmimum�marob.. - i Man 11%. II X Ic notpartlraL a i'LMEe -- SIOEWAIX CURB RAMPS wnam0are mprorxlm.5wwu auen. ��^��b^INwOX ,- ' GENERNLNOTES&DETNILS �����"P �PiEMBEP]CW 9. MnvnumrtsmmenEe]wNMMaNremplsdA. �� oEW,SWLPM 16 � � � a5x]'-0 I �• •'- ALTERNATECIIRBWNSTRUCTION �� �'�� � �- ��+ wrrys�no�am'. ITyceG-RAmirt 5'-0min.brtyceG�Vanes ' Tvwrv-o " enmm.m,ryyax Slope 50] max. _ -r Pavemant � ��i�yi�� ''r:�� � � �ts� g _ SECTION B-B A / / � S�A /�/T%%%?-7�'� _'F ��°� � � // 0 L, '�G � �A �o �j % Af epe ��� ��i{,:> 1��� - -"cc . . � .: , � ..,r�K�uRE ��� =- � > SECTION A-A NOTES: %U: Sidewalk ecross approacM1 s�all be (fi� See SpnEaN Drawing E 800-SVJCR-02 slopeU M 50'1 maximum transvenely. brgmomtletaile. ��_ygStenCeMDrewingE60C- swcR-az ror (]� SeeSdntlaNDrawingsE60C-SWCR-Ol rypiralampwnsWCtlontletail. brCe�sikof0iedateclaElewamiigaurfece. �p SeeStenaaNDrewneE600.5WCR-0tantl-02 81 �¢ Stantlerd Drawing E BOJ-SWCR-02 for Lowfon Plan and General Notes respecliwly. rorenemete mN mnsM1UMiort 53� Vertiwlface wN ophonai. B __ � l �X/�� ti/ ��gg, �`�"•<�,@wpj� � o��� P '���%�i� �ai \ \�n � ��//is i� �\ �\. /' '. �98y\G � r �\ \ / \ \ � ry' 4 ♦/0 ��6J%/� ro< ^ti,^. � � (//N� :. l . q / \ "V6 / � �� ./� W y 1 0 Y n � � � `� �'� j�/ ��� �\ �/� �,� ,ti i "4v`;+,`(?'1/ �� 0 P �, //�V/ O � N � � ti 5 � �] D � � o � ➢ � Z A n O NOTES: � see steneem orewmg e soa-swCe-oz forgmove tletails. n SeeStantlaNDrawingE600.SWCR-02 for deteils oiihe dateclabla waminga. (6) SaeStanderEprawngE80F5WCR�02 mrauemarecumconscNni . �Bl MMCM1mateial'nplamor' plansbrmedan. 10. Sea StentleN �rew ng E 604 SVJCR-02 br lo�xm wnshucM1Onaetalls. wv v 11. Sce StanEarE Draw ng E 804-SWCR-01 entl -02 kr LoraLOn Plan eM Gene�'dlNOf¢5 res dN¢I . VQ Y 12. Ramp crose alope 50'.1 deairable or mak� gretla IN roeNVey. 13. Dabc�bk wamin9s are not reguired wham IM1e ma�vay croeaing ia conholletl Dy haffic slgnals tlmeG to proNGe NII wbM sireet «o::me cy aeaa:v�a�a. Raisai � 6'-0 min. 5'-3 �I 6'-0 min. I Reiaetl m`edlen � - 1 ,�-y� j"meGian SECTION A-A RamD ie gtl� Ra D iangtn Povament�'t�, �'J� 50��'__� � 50o��r-( p'j Pavement 6 I - � 2� � I Lan0lig I SECTION &B jP 3�a� �,n 8 � ,� a� nL s�„� wa"e�r � -: � P_ NOT USED So B. �swe"� _ s�,a�kb„ � Nan6'-0vnOtli CuN il � CuT nmp SlUewalk 6'-0 � 4'-� 6'-0 � SlOewalh repuirea e ope 5o t mex 2.dy .(ej Slopa t2:1 � Sbpa t2:1 ] I/ 3� ��_ .��..�lr/rC�Parement _ _. -)D`.�. `ZI �,� %97%r:� -=` �_ .. �-����C�/�"s`i SECTION A-A � SECTION &B NOTES: �B 6ee61anEaN�nwin8E600.6WCR-03 �l�yrpoptlonal.S�allbeueeEMror ��910EWAIXCURBRAMP brpwueCNeik. �ysery�uOOnfielOCOnOlOO�. NPE K �� See SdMaN Om.vi�g E 601-SWCR-03 10. Sea SlentleM Dnwing E FAO-SVJCR-02 kraemusoraececbeiewarmnosmNece. rorryc�mimmomnewmoneemii. �o..� (B�Sro5leMerEOrewIyE800.SNCR-02 �1,$¢gSbMaMOravAnqE6P1-SIM:R�01 �e`_ breltemetewNmnatrut9on. eM-@b�LOCafionPlenaM ���- GererzlNMecrespec�reN� �rm�'`�� �v sw. 3' i0P SOII n (� 0 � y W � Z m � � � COMPACi n 9ACKfIIL C � m � D �z o � � r c � � A � ti O � m � = o N o � � �TJ D O D Z I � o N Z D � A 0 � ` O Z � C> � A mo ti m � � 0 r 1� � �C W r � � c � � � � 0 � 0 � A D I� � o o Z D 'n O � � 0 o y � � �, 0 o � r a � �.� m r � � � � a � � � ti � z] D °'o W � ➢ U �A 0 za' i \ i �<' 3" rov @�\ �� � \ \ ��/� � �� � "=:� _v:vvvvvv:vvv-v-:vv�vvvv-: . ��v:-:�vvv: '__'_'_' / I 'i � / � 24' 3� i0P SOIL ..� � ' e �� �. �! .. '�` � . . � � ♦ i Gi� � i ✓' � ..�� 'n'u.i��o0:i:0'u':i: / � / • � Y rov sa� cauancrto BhCKflLL 24� MINIMIIM ie' nnoius corvcRErE Ro« cuRe & currER NO SCALE NOiS: NIECRAL WPB 'MIH CCNCPEIE PAILNENi SHALL � SINILRH SHME CUFE ALL E%PoSEO WRFACES CONBAC➢ON JqNi$ $HFLL BE i001£U OR $RWFD IN CCNPNU0113Y POOREO CORB$ i0 F MININUN OEP1H Ci I/$� �AqPEN 9JBGRApE BE�WE PUCING CMCFEIE CONIROL JqNtt EKflY 5' MA%IMOM ON RPOIi OMERM3 EYEflT 10' MPNINUN. PREFORMFD E%PPNSION JqNi EV£flY 50' MA%IMOM. NO BACXFIWNG OR CWPAC➢ON Y.1T OCCUft 11' FF04 QIPB UNiIL 5 FULL OFYS HAVE PPSSEp .1FiEft PLRqHG CONCPEIE � SHFLL COryFqtM i0 qiYS CqVCflEIE CORB POLICTIN FLL RESPECiS. 5' RADWS a' anoms e 9 a �' is ° a <a 8 a �. °a Zd� MODIFIED ROLL CURB NO SCALE Na�s: INiptAL CUPB N11H CCNCPEIE PA�ENENi SHALL BE SIMILM SHAPE CURf ALL f%POSf� WRFACES CONmACIION JqN6 SHALL BE LOOLE� OR SANN M CONTNUOUSLY PWPEO CURBS i0 A NININpN DEP1H OF 1 P' DAMPEN SUBGkME BEiOFE PLACING CONptEIE / CONIROL JqNtt EKPY 5' MA%IMOM ON RADII OMERMSE EKRY 10'. Y�%IMUM. E%P�N90N JOINiS N�%IMUM EV£flY 50'. NO BACI6IWNG OR COAIPAC➢ON N.1Y OCCUR IP' FRW WFB UNPL 5 Nll DAYS HA�E PASSED AF1EP PWCNG CONCREY 4 SHALL C[NfOPN i0 LINS [CNLPER LOFB PoLILTIN ALL PESPELIS � N th N A O H Z W � c p O U m y 7 J w rc � U LL O � U rc a J -j � K � � N W M 9 Z o �� 0 i � = m W L U M � U N � W � W � � Z � � � � Z a Z Q � � � � Z Q a � Z W L O �5 L � � J Q c� Z U U ..��pAPIIIIIIIIIII/p/�,. ✓ �' � �. �� � 'Q:'O O� m;� o 0 ° oo w a:� zo < ` MJ � y ':'b O� � � "'��_ I^ //M�� II� O I � 0 � V � O C U �m0; ZW�O-�m.0 Z�J�� Q�m �Wv,a�,W c W02 ,c c V����� �JO � Wm�"��� �2oCm 1\ ���� � �m M `M-.I lll � j�� W W Project No: 10135M Sheet No: C501 TYPIfAI. SANITARY SF.\1'F.R SPF.CIFIfAT10NS TORF.I�SF.DFORPRIVATF.SF.N'4:RDF.VF.I.OPMF.\T Z3. 'fhcConvactorshallprovfdcm�wrynunnof0¢xlopcol'ihuxx�Tforcachnvmholc �vrnun ��rooa��o„�m��ro„e�s«.��. s���i,�n���«o,�m,�n�nn���n�e<anrex�s����m CLAYIUWiYF11YliEG1URALWA51EU15l1tICl' I.andSUrveynrnrFnSincerondheocuilahlenrvsi�efittnh.cen�utinnbyfheDi.cMcfs ur.�asm 3nrznm m.�r�i�.. m, m�.r m,� mrcr ��n�ir..>�a�,�. �a� nr ���,���o-��ma �� �a.��,�r ��r.��n mcavranait�. 1. Sw d J µ'cilii�( � 1 Clay To � tiP R�@ional Waste Uisvnt (�u U tn�p and 24. In�heeeemrh C�m � d. t ��h� imum.dnpee �hesnarersecunnandany Ihp n � ofG V n rion (INlltii),I II pply (o� nll nork n iA �ram - I�. Snniwry i��ryerallkit d: rseciiom: h II M1e rcwnswiied m meei wih rtunimum �lopes . verpipesh�Ilheincmlledinncwrdoncex�i�h5ectinn]ISnfihecurtemllVDOTC�ondnrd xpecifc�iions hun�Miok. 25. Lam�als am m bc umallcd �elih n�nvlmom 14 San6c t�nccr wuc Gom ihc �ryc m ihc ryu��TB���R'P�P����ilc.a tud � � d IACO�ducdiovalANicd "°"'ma. Upoola�c�aleomplctiovthc000vnom�fo��hcbnildi�igo�homcmillcxmudthc i Sanita pressnmrn� pipcmqmm �n:r reGnmthisrenninuemthehuildingcleunnutndjacentmtliehuildin=. pipc .slwll bc Palri'inYl Cliloridc (PVC) in ncrordnncc with A51M U3Ui4-N'J wi�h a � minimnm o�all thickne.vc decignminn n( SpR 35 end inzmlled prr �SIM D2i26R9 rnm.ci .upecilicmion. PVC pipe u.ved shall M1e grnoved hell, �pigut end, and gusketed The pipe shull be innde o[PVC plastic hnvin5 � cell alasslfion�ian o[ 12454➢. *��v���+���+5ef����Fn.miex �umm vna . i� �.� 3. PVCsanimrysewerg��ityLUingsshallalsoionlurtntuihernryircmeni�ultheASlT1 ���ew��=n..,ni� M.i.��i�. � .. �ew�xuv,n D?1134-X9 upccifica�iort All Gnin�r shall lrc moldal in onc piac wi�h s�an0ard pipc bells E�sketed elasmmenc]aints, aud splSO� ends_ SIvE�e pleoe malded PVC wlih .«�a�m nenc€a.kri,�„a.���g�c��dr�n��k-m-n��k�reaye.�o.������w,ie. P,a u,�a��w�-�.��.���o�-r���.��� ��� syen�an�o� mue �wtenedhl smnu.uuu.� ��ewnm �wu, uwmuw wwee Wull thicknes.c nf all firtingc shall haee a minimum de.cig�utinn nf SDR 2!. Ga.akn.c fnr ��. �����„ , rv��.. n, i.,�gm. s elnsmmericjuinissM116enwlJedwithnminimumcrws-sectiunalurcaof020syure urn � :wn �� :san � emn � +ma inchcs and wntonn to ASIM Y4]] spwifica�ion. 0. All. t'n h I..h Ilhe .t t h I: rda tl ASfMC49A ry � d S f ]20 1 �h t MDOT �i Je d�pe 'I f� h Jbu k O E� hall c llomn (A4i D ibl ro oPKynS al r ym al ntshallals In-ryyl vlioallj 'ms dMn i- � F nd ( S. M M I �t P V - 6shallbcnamarelhnnl(.- hcs. Manhnlevehallhe rzmstedtnrleakage namnrdunce��iihASlMC12G402,Smndardlest Me�md lor Cumrcie Sewxr M1faMoks by ihe Negaiire Air Prcsrurc (Vacuum) Tesi. A Installa� on antl operaoon ol vawom cympmcn[ antl mtl¢atmg da c s mus� b m � � �Mnce rvi0i manufacm�us' �monmienda�iaiss nnd pedo�ma�ioe p T(ons ��hmhhaeeheen�rcnvidedhythemanufacnverandacceptedhytheDi.amctFngmeer. IIre raevum eqmpmem rrrvn 6e eapable ofresunq tlre embrman.role, ineGdargdre e'mlinK and rsser'rsny,s. P. With the vacuum testrr.cet in place� i. c�N,r�i mr.a��� P� m mr ��ari W�� m m ,rvr �Pr�. 2- Iha�� a vacuom o� [cn (107 inchcs ofHg- (5 ps� and lo�c [hc valvc. c. n��e��ea .�a�a��a. r� ie.,k.,g� a,u ne e.�anu.�nea m,m m� �m�.ea ��me r�.., negaii�e p�� h 6 1 om irn QO) in�hem m �ive (9) imhes af inenury The maximmn allo al l 1 akagc ra�c for a four (4) Nm diamc[a nwnholc nms� bc in saorMnce wiih ihe falla��mg Minimwn Flap.ved Time frn a: Manholc U ytl� Prcmm Cl�angc o[ 1 Inch Hg IOlketuvlesx GOxemn�s >IO lwt but <IS lbct ]5 xcwndx >IS &ct bnt QS fect 'lU scwvds r�,.�n��n�i�r r(s)r i��a��mrir.,�aa���aa¢����irner�OS)�:�,�a���ar�,. mnNiolcx six (6) Ibct in dinmcm4 ad� mi aJditional WinY (?�) 7�'+����x tu Wc timc mquimnums 6s four @) foot diamcren��eNiolcs. kbr all ��N�alcs dccper tha�i tmenry-five (25) feeSthe Fngineer milldetertnine�he opplimhle miniinum elnpzed �;mr. U. 11' ihe manhole 1'aib ihv ioi, enwxsary rvpnfrs musi be mx�c.'flw vaeumn mxt nnd mpairs m�m bc repcamd nvtil thc ��Molc pasus thc tcst_ i. 11 munholejuint seulunis urepulle� uut �udnethe vucuum tesi, the iwnhule musi be �ienexcmblW nnd thcN�nt walana aPlncul. F. Mnnhnle.c millhe mhjectmvimalinspectinn �oith nllvi.cunlleokeheing rrywired. 5. Uuryl rubba uwtfng with PlnsGc wraP xhall bc npP1iW aruund wdnnnnholc i�im Imm 3- incha abovc to 3yndia bvbw wchN����. 'Ihc aPV�VnaivPnn¢� shnll bc aYPli�d Pno� to apptyuig ihc mbbc� ooawig Ivsldc jolvis m bc Fllcd mlih prewat plvS ���%�ceial. Y.mvc extennr mrture nfsnnirary aewermnnhnle.c.chnll he sproyed mi�h n hiwminnu.c cnming nnd ullexiennr ea e urc nfn�er nn s shullM1e huck la�tercd or routed niih nonvhrink _ p xpus K P K grow. !. The mwhnle chimney.c, imludinE oll naer rings eha0 he sealed ueing ila rih intemvl chimney seal manufucwrc� by CFeiex, NPC, ur a Disida uppruve� eymL The Oex rib imcmal chimnc sul shall cxi nd liom a minimmn of 3-inchcs hlow ihc ro of thc conc Y V xcction to }�nchcs ova ihv manholc wiing Gaoc m per rtunul'aowras fmiallaiiov pmecd�ucs ifd�atcd athcnvire_ Ivmmal Chivmcy Scal sMll bc Ivstellcd af�a n�aMolc wnte.ainEandpnnrmfinalacrepmnre. Wnrertecnnnyhednne,permnnufncwrernr D'utnc� rwommenJmiuq w provi�e asmmme ihut intemal chimney xeul is wutu tieht. Z Ilu t g 1 t ibypl h th stivg t bc d]vncd- ih f Idby ih D�i - t� pr t( h Id� d ep� y aw b i- pi n gred � d isiing grad N- nwnh Ic nng(: ) and c a hall b install d[ a[abli-h gradc M ximum he 5��� � ad�u i ng � iS � ��sll be 12 n h n ex fnS ��� mre adjn: �me n and 10- nch �IC\4 � � . 8. ➢ klll ndnll mll d P P� � � 1 �i wrc d Ik� bJc P't1u d/ rall p d hallb d ithgcamil atraial(bborz �)ocNOBnon.up� I&ivchrs beloo crosssectionihickness(�ehich ehxllinclude 'NO.54 stonedeq�hl.IfmoresvfnSent n��kru reyw.e�m.� �.� .�e� �m �e� ��ry, m�.n, ����ry, �, n�.m« .���r�m���� m�� stan�a�� xlull be Iblloweil. ]'rcnch opexung witwn 5-leei of ihe buck ol Ne cwb ol pavedmadwnys,shullbebncklilledwiih� Warm:nenalurNu.8smneinuccorJunoeniN S i 211oftlm tINUO'1'st d d p'f atia 1 db k 9. Th C t mr sh II h spnnsihle f fy g th t all . � t h'eh ays, city, and cowty p i�hn b bW dbYtheJe Ip p i t t 1 i to. 10. Inn xl esb� �hs shxll be 0����� �o ihe mspui nS eng neu pwr m hnal s bmivxl w the n � �r � m �. c < < nue� y a� �, �.nm a �i�.. EOSIIIWt OIIA.tl�O�p[OL..�IOIOgOCt10I5tlPlI0At10I1BOdOPl60CI111I0§IA�tlfOI I t depth dl eth S h.b Itp t tb dby�heF.ng b C ih 1 I omn�tpY � nbe.�uth dArbwlisrhall6embminwlpe�theDisinus � mvda�d wl 1 bc fawid � �mvd arg 1 L The sxnitxry sewu Ixtuxls xnA embe cenninxtion shxll be inAice�ed on fae enrlAce rvi�h o demcwble meml pnst set immediumly uboee the svid tenniwtion pnim if full mnnection is nut irtunediatety mnde. 12. Allseniioryse�eerlinesaDOnwmpleiionwi06e�eq��irMioDOSeolowpresenreoineai- Said test shall Ae conduc�ed accnrding m ASTM FI41 J-92, and shall Ae wimessed hy a Disvici empluyee ur Ne Disvicb� reprcsenbtive. Ihe testinK �h+�� be in ncwrJence wiih l'ablc 1 as follaws wi�h U 5 psi bcivg addcd fareach foat ofwa�n abovc @c mmw Gnc <urravr�sxr �ciaxuwntts omwa being tes�efl Se�ver lines shell be si�ject w visiwl leok ineD���� et Amvne�roxm wxnvwvor u.eFU isruunorv uau aem�rs mxnholes mith ell visml lexks being �epxireA ond suti em m[eleviainS aqnea�c by fie NQ�: CA4ER fli11NG A�9 SiNNIE4 5161 S1flRP5 M1H PIAS¶C Y.AAP FNO ENCRSE WI1X PVE FWi OF MI1F➢ CIXVCPEiE IN Alt pIVECilONS Rlq� PVC NMCO qUB�A CRSNEi SAWLE M1E � R55-xxx OP EWNANi MNN Y'AE2 ONE nuxuss s� smnc mo Fpt EACH 5�E ONE FOOT Cf IAIYED CONCPEIE 5.1C9tF IIUSi BE Ai IN INpE IS TO COYER FN11RE SAOOIE Of 45 OECAEES �OPV�,o�s EqC� n u `�° SADDLE TEE DETAIL No. 19300219 '� � � � STAIE OF (� 'n NDiPNp R� F'��ONAI EaG� 10 xmnnni �.�p cc.�_ �� CLAY TOWNSHIP REGIONAL WASTE DISTRICT <°� � E crawo � Schneider SADDLE TEE DETAIL .� ��.��M� .��u,�� I z��wyv�mm�iwriwrmrt � �� noran.nortmw°ruili � �uic`cus) rm sawnn a �wrz � I ��RQ II-M 1 i i �-s-.... � a uvon m[ B'flMMflE � WN 4Yd uv[ � �umAfOP�ii mow„d`�ircps�io[ rs aiw uru ru nurs wo mmes r wmm muc.mw cwpi a wE',m. �wrt�uw� v�Mr a�,EVy N�TE: .wvxorc ro�m v.vw sraz runmmawusmxn. �N i�YL aa.o�amwomiF // �r.�•.m // BliElNRrttl0.�rY aVh f w.nqobixmumiuro PYaR'I�MW�az � I�MICYWU�w!a9 ^°'� r mnanw xea ^mt^� wumnu� l�r xi um++sl s � Yuux� xsam (�,,uuvxsl wu rmssrtu w�m u. ���xarm rvuameamm .. �inrri.LLUiusl YYN Yd� 6NO MSI�G�MU. 11d60HR1E�W661Y1f@ � WYM6NFIkW.4w �Y�r �� �wrnruumxsl iawwnx�umus mm�i s�:m u sm rs a p�0.�pYRi9� SMxnl g i 5 C 0 t �nnnninm„nx� �xo�: �P��D A C(�p� wim �.muiam mm�i. O G14f �% .x�- °�o MORE THAN 20' DEEP LESS THAN 20' �EEP Na svx.au.nuvw.ar.c.�rnui 193W219 No�'^et^�m�imrcurHZtxuc $TPIE OF W �S IYS. � S M% 9l A �� �V OGFP - ml 95 ��'ioNn� E �'a �"'"��,I ' SERVICE LA7ERAL DETAIL �� �' p (� �� CLAY TOWNSHIP REGIONAL WASTE DISTRICT $=i°� �'`� SERVICE LATERAL DETAIL "� �TRWD � Schneider NORMAL AND DEEP CONNECTION ,�. . . . J 1. arweeswiu+w.eic..vuumnfcn asmnssmi�ense.csnnnme:nvomYSmmtiepmanaess..crsw�min3ao�enm nIFVICt Idml2n Coun�red 10] kNM �x CnNy dNe p'[p�'fy Fe az EeArcE tlmg� IMbre fde OC 13 Mi]�. My me WNy rtay ¢mawuie imvnP��naunieaoma..iu�.P�hveume. li. Pnnrmfnnlde0ecrinn�ecr(mnndreltecr)nllmninline.cshollhecleanedandGeenfony p s,,,,p�,,,,,�aw�,m,,,,,,,i„a,R�e,,,�„m,,,,,�m��,�„b,y,e„es,���„o,y,a„H wm�mm, �eM1vis.DeOeninnie.t.ahullM1eprrCUemeilunullOexiM1le"pipeullerihefinalM1ackfllhus aemenm+aa%oeramro'icyrammo...emMenww,a.wug b ���VI �tl t10JaY� N V�V hll x ��xt I�II i n 1'S/�0 i�n s. meviso-a�c.er rrwnm e�uremx5mecdnwmrvmbx�eeenn� iomrteumn e�ienaeeemu.o�w�oro*+� t t It .( 11 f ll � 6 d cd Fl-bl V V . '� P�P d t�l � on or�me� u�m re� re�msno.nempuoievreuu. mepopery vaionrvcotta ces.y. naaua.zpenarmuz pp d.�' ppyThdO t�t.hllhprt d th p� �°' � � 1 Pr y g.h11M1 ilM1l ti' It:i th : t�i K IIM1 a. mev.mnamru imvryu�ea � pvwm.avnmz� �eciieawmnuzo � mw an�insa.nonmarmnire allo��ed All m�nd 1 testing sh�ll he ime�red M1y a Diei t mployee or ihe Di�mits �i� �,q°.,`i0�ixa i wiwnoan'w e-�mwti'm�m~.�� sm � �vai ce m�me za iw,s�. ��`�� e�� ��a���� �p � �i�i�', �wm .nm.�.�w� � ama:.�e�.mmfi�w��,m, e,amm w.wm�•ewma�,arenm�i 'mpea aoeaoo reeasoo.ro�.acea .m� �ucepzap.vromeu ameawm.�spe�um. 14. 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Wnmrlinc miliry ndl�galdrnincr �.inS and�cparau n�� Iu11Mi�� c rdanw��i�� °�A� Eci�canro�n'�a�.avR �P�`""�r.wx�.mncs N Ih �1 � benl I lh 1�-. i2] IAC 1( 9 Ih Di�l I: �I �W tldra u' 65. Cip�ypmqceonlxhEbeQHaAr�dtlMrede�purrtaaaµrtpro�urtmm6 o .isvHOaeoaiiirsmPl� �n U. fh i �h �hallb J�❑- il h J 1- lu � ��lu6rtr �iun und IPoM1wwW+Kpsi+nivssrte�l�� ��g+ws�mm�sm P � Y VP� Y S ouwrnacoxnecriasv � I�aIl6cprnperlYl� ��cdand'rbarticadd h�nlcfi nancndcd. a.��rte�uma'�ram i mati�u.q�rye�.qxewi.qbr�a�a�wi m�ea�.v� aiaame�aceuwceo��mmms�soxazacen�r��mvRw.m Z IR. N���xierxhollbepemiii�ed�olli�wii�oihe.sai�aryse��erry.iemdunnscons�n�c�ion. ���� �TOOE�o A��rvo�wrs[*� TMR[[r[[rmoMTM[raixonnquauorat a r uir�q.�...a.wono.mia,sm�ma.rnaa�' Crnitracmrshallmilinapumpinkevryiihewaterlevellwlrnr�hepipc. I'umpdischarec muq+eaeeron'�m�namn�w.mmmz�. LL shall be JuccicJ m a rmem outlei in accoNance wiih rtaic and 1'eJerul hws and c�on wr waEOUiwEmeerts�. s� wc mewee c�s rtB Imione(3PIAC?-L-?Ul. AnYPP ���cringcxiv�inF xrsshallbcplaggcdwi�b �. ¢��: :<re�iypemecheniceLM1racedplvS����+��<h�imen.oll�e..i:onihesncenandell umxumeerewemaemrewxmraxexmureeeceegqreg.ro a.r N barBC�orcbcMll alrvbb va]hmm8'rcM1VtNVxb4iNxaWm�tlw h f:l ICmv' a I t. W � � lMVxm�elwtltlm N umMliroleewbYC AaemLOMdMeMtlro 1 Wpl . PVLP�ua9�PFO� .��reeA^35�Rd1adP5IM�"IItl. I'J. All crlmrnlsin:�lld:hallb�lxddd� amcas�h�niainlincsc�a'cr. Mv f%��'1 � IpT tt4 ��^9 pawe pR Ya ce reuCnd a9 �YM M Tx PS4G erq Rz q50%YS M]ircs wv �o a � 20. I'onyegh�(4R)hir..nice..h�llheg en� �heD:vinpnnnnihezmnofsemer s wmeeoaa��rsm.eecemeaisoRas�eaapc.weaaaesoRZippe,aeume�imn�eieememvraimwms�aceusea. LL nswu�un Ns 48h urs�m�ii�sMllbigivenvnormdom@anY��sonKOn�he m. �nrerei:�nai��ne.mnma�am:wiarow�meonueonm�m�are�n.xom�eaoemamwamw� as.��c.. uaei�m mau��e. % 21. M�nhulecnsiings�h�Ilbe��ampedSANITARYSfWfR(NeenahCasiingR-I]]2or � aiopm.i.ivar+mmyn��tl������g��������:msa.��ay�m.�aaom.m.m r�y a� Cw W ebM+r� mn M wale� m wr �w0 vle tl Mm �Mwv mv.tl u9 9 G�U d 102L14S)' db ��11' I Ktyµ.11•e i 8/� �ah:�llbei,lmrhes aeyrw.wnaegveiwmmaemn IJ.I �upu A�d�bemrn._0.l3/Ib"r�hes.W�rteh� ungsshallbcbolt iomiwmmkyewrea li dnomFasrinrdnn1022ZIPTnndolmsmmpedSANIT�RYSFWFR. �N�a�m�e�easzeo Fnxx.Bld-9DV Faz'. &C-9A3 22. Themnimum�lupeiifNesexer�hallbe: ��-s`�"'�"""1aM1e1nd°`p'"a^""^'O^""'^B7'�N°s�`''". 'Sinul'P�oi� MinimumC��uvu����Sl�o� �a. in.o:o�a.wi'�nu�iu.�,i..w wmeo.waomrena�a.moozam.spnmmcno-epeuim a _ � wv...weewii.�,.rew.aaawreire.mrew.mnmi»im«n.w�re�emcep+moo,imamearerei.reasmw+�a R-inch nAm/ vnu�rtrqammaduevnre.anm��epertim,cemognmoeqaeeo�wp. o � m-���n o.zx^i ,v, - .. is. �e�oa. �amarre�wqa�mee�aam�«�re�c�u.o5vmai�m . �p�a:wa.�mn�m n a 12-in�l� U.2Pa � .en�m.aq�,wmea.e��mea�.r�. m.reRw�rseam.envmnaww�a...�uq� `o � a �amune.vr�m�mmeoi.mo-euaau.y. IS-inch LLtS'a m � ^' � IR-inch O.IP/ �s. �euenmepueg!wavsinm.aataemurspwnegqrg. � � � ienreum»+tt»m W rj m a e a o W a` fi' MINIMUM W iOPSqL Ofl /Sl SiQYE � PAffMENi ALPpN VARIES I arsuea+�o[ -�X%/�1 I .I . . BNAL BACXfILL L��LL BE ttF xort i. MINIMUY COIER SH.1LL � FEP NOIE 3. BED�iNG, HAVNtriNG,�� ' PIPE YAhPIA PER OPNY 1HENp1 MULH, INIPPL NPNNG JJFIIDICPIXI OKR B,ICKFlLL YAIERULS . � INSiP1LAPGN. PUCEMENi, RNU COMPAC➢M PER SiAN�AR� PRACPCE � OF UPIIIY XANNG � Bc . ,12 AqRDILIiON OKP � iusu�unau. � � � � � � � ,i�/,��/i �/i �/il/il/i�/ili. WAlER & SEWER MAIN AND LA7ERAL 7RENCH DE7AlL FOR UTILITY INSTALLA AONS WITHIN CITY R/W xOrtS: NO SCPLE t FlNnL BACMRLL fOR Uil01Y MSiNLPPIX�S NNERE 'L' i5 5' Ofl l£A SN>LL BE B-BORflOW i0q SIRUCNflE BRLxBLL MRPNG ME MARPIAL RFWIPEMFN6 Ci 1HE IN�Oi ANU SHALL BE LOMPACIE� IN 6� NA%IMON llfi5 i0 NOi I£55 M.1N 95S Si.1N�RPU PPOCiqt �EN91Y Fqi ME ENPPE �EPM OF 1HE MAlEPl41 PLRCE�. ME BRq(FILL Fpi ME iW 6' Of ME E%G.VAPON BELOW iHE LIMIi W WBGRIDE SHNL BE �5] SIIXIE MEEPNG ME MAhPoAL REWIflEMENR Of 1HE INDOT ANO SvA1L BE CWPACIEO 10 NOi LE55 TIAN 95S FANDAPp PPOCi11R OENLtt fOP iHE EHTPE OEGM Oi INE M�RRPL VULFA. li INE SiqND�flD PfleL1iLE W IHE U�IItt INPI Ne5 AFiWiLPON O�fR ME INSiALLATIXI HAS A MCRE SIRINC£NL FINIL BACKFILL PEQOIPENENi ME NCPE SIRINGENi REpIIW[NENi WLL COUFRN 2 MIS REQIIWEIAENi SX0.L APPLY fOP ALL U11LIN INSiALLATpVS IN0.UDING Blli NOL pMI1ED i0 WA1EP 4AIH5. WeRP ffRNCE URReLS, $PNIiPPT MPIX$ $eNlieflY SEPNCE URReLS, LA$ GIFIXG GOWFR, RIECCYN PN� CAN CW�OIiS pV �OCi BANN INMM EpSPNG PN� PPCP�SEU CI1T OF CFPMFL R OMI15. ) � fQP IIPLItt INSLAWPCNS ON�ER q1Y SIREE6 REGLi�LE55 CF ME JJPIS�ICIiLN Cf IHE OPOtt ME MINIMIIM �. C�VFR PPOM MC iW Of 1HE INSiA11ED PRVFAIENi i0 ME iCP Of ME IHSiA11£D PIPE CONOUIi IXi DUCi BAHN SHNL � 1HE PAVEMENL YCPpi 1HICNNESS (ALL BINMINWS PN� PGNEGAiE MAIEPIPI F90VE 1HE SIIBGiAOE) PWS f-0', @IL IINDER NO CIRCIINSiANCES SHALL WE C01£R ALCNC ANY PAHi Cf WE PIPE CCNpWi pt OI1Ci Bnxl( 4POU 1NE 41N.1L PnvEMErvi FAEV�POH i0 1NE iW pi ME NPE BE IE4 1N�N 25 REi. 6 ME Si�nD.WD PRALP[E OF IHE OPOb IHAi HRS JORIS�ILTW QVER ME INSiALLAPON HAS A NORESIPINCENi COVER REWIRFAIENi, iNE NORE SWINGENi PEWIAEYENi SNALL GOKRN. �. If EpSPNG SOBGk.1�E HAS BEEN IINE A�BIIIIm, B�O(fILL M1H B-BCPR4W iU BOiRMI Cf EpSPNG SOBfA.1�E PNO fILL i0 1HE llMli Of 1FEA1E� 5119fAtR�E YA1H LIME SiPHRf1iE� SqL CITY OF CARMEL STANDARDS srnNOaRo WATER & SEWER MAIN AND LATERAL TRENCH DETAIL "v^nnv'nivG ma nru irv iniclei i ennnic innruini rirv a/ui 10-29 � SC�� f �� Schneider 0 � � CLAY TOflTSHIP REGIONAL WASTE DIS7RICT SELE' SEALING CASTING DETNL 1 OF 2 i2 idW dd &g �Sa FY �s� Y��� �pa°g` @3F� 1�`Mll �M Qt OTHFA I�I� .��.,�,� �,. s� i/� o . iz' �n I/3 0 m nrrsr uim awwc naz �ow CWY TOWNSHIP REGIONAL WASTE DISIRICT SELF SEALING CASTING DETAIL 20F2 � � _ �l]LVf &PIflLL Y.1hPIAl f#f U FIX%S nc. i.wax �x.w c' w o�a cvwucars YAN1 (AYIPAtt i0 FfRNNi 4TIfYY�lli). f x.�rs'�m�x s' u irow w�s.�¢ enwu RF HpIPW115 Cf HpN1A RFAR11FNi 6 w.wswrnnorv .wo mP�ci nu ro su vro�[o vaoc�w owsn MVHR B WJ9F0 STIMf /A WIHA B iP�CNd➢!Atl 12fl[fArt fLL YAIFPoY 5 N E FULID fPpl 6 W]6 OLOW N 14 NOES.�9%F M flH M 1�IIH[X 9K110 H A YXYYY [i IB IX016 N[f 91%F191}0. NNO I.WNO M9 WYN➢ M / GYN]Im SIqE 9101fl 9YID. x.wo r�uttu .wo w.wm ix. (etu xac Ert�v�im) RM COxSTNCOM PLwS FIRST LAYER BEODING iABLE pIPE SIZE A B FR9S 6'1015' IY!%fR � �,� wroie -o -s %P[ BASFFL 1N� 81L �MIIY � 6' YN�VIY • 10' IB" INO tlS.11FA U � 4f 0� IB" No. 19300219 $TA1E Of �� Schneider SANITARY SEWER TRENCHING. BEDDING AND BACKFILL DETAIL CLAY TOWN3ffiP REGIONAL WASTE DISTRICT SANITARY SEWER BEDDING AND BACKFILL DETAIL No. 19JIX1219 SiAIE OF Sc�� r No. 19700219 s,a,� oF ��r W1EP NOTE: IF SEPARAIIpN 5 IE55 iNAN IB'. 1HEN AOqTONAI RONFOACDIENi (R�PR OA MESH PRG SHALL � ) INGEASFD ,15 OFF]IED NELESS.UtY BY ENaNEFR N��. F MMlHIXE HAS ONLY ONE NRUfNT %PE NHIp115 IPPPO%WA1flY 80 OEqtFES i0 EfFLUFNT %PE iHEN WNiRACiOR SHALL MAWiNN A pIANNR'M1H A RAqUS HANNC iHE SAME N10M AS TE NFlUENT %PE BENCHWALL DETAIL CLAY TOWNSHIP RECIONAL WASTE DLSTRICT BENCHWALL DETAIL uu�NOi.e c�snNC samu� YANU AC R R 5 ALING WA N NAH R-1D CASTNG SHALL BE OTIER SEIF-SEALING 0.Q WALERiIGHT, (SEE PV.N k PROFlLE SHEETS fOR CAS➢NC il9E). ODS AIALL BE ST�MPEp "SANIT�FT SEKER� ANO HA�E CLOSED PICKHOLES. fRANE SHALL BE SEi ON OOOBLE ROW OF I/2 HENT SEA4 OR SINGLE ROw Of 1' Y.ENT $UL (SEE MANHIXE CASTNG SCHE�VIF. fLE%RIB INIERNAL LHIMNEY SEAL OF APPRO�N EWRL\\ SLOPE AWAY FlNI$H GRADE� \/ \IBACN PUSiER 4" MINIMUM FLPi'. BUM RUBBER Y�1N P1A511L WRAP COVEF g N� SPRAlEO BITIMIN011$ COAIING OYER ENPRE E%1ERICft surerncc n� � G �w��rylY �NN �a'��\D A�C� Op�GISi[RF� No. � . � 9 19700219 � � y STAIE Of 4. �'� �NDIANP G�(v �4 SS�ONAX �� �p � � ��TRWD � SClrieider xma No mae IM1an 1Y o� adNeLnent ringe .�nycning apo.x iY a mma seetim muat ee meee A PNECASi C01lOVElE ID.USPNC PINC PLAN NEW �E�� `--�'ernnwaa l0 I/3' WflOE UIRYE�P--� Kwj � M PUBBER CARPNG m�x aurnc wn'r l4� W9CE pPll �� �+{ �' JOINT DETAIL I/l' (11PICPL � I I 1 -11" I/4' (MIC01}-�{� ���• 5/8� q�gp �ryNC iHICKNf55 w i/e• arnoE oi.wEmr� r- iz� SECTION A-A "'�OEq"'"""R" °�" ADJUSTING RING DETAIL CI) CLAY TOWNSHIP REGIONAL WASTE DLSTRICT �° ` : CTRWO ADJUSTING RING DETAIL & NOTE: cnmNC sxau ac ixsrnueo w mnr mer oo xor carncr me uhRn� oa lA7ERAL CnP. 20' SESiRL CASPNC YAiH tY OD, �nm's��R c�nHOUr x�n� PENTACqNAL BOLi/LOCK HDPE PIPE TO E81EN� 6' PVC CO MINIMUM 1" ABOI£ STONE �� ]0�0 FRAiCC HOPE NE7ER RT, ].P lB5/F[ MIN. � UEFP OR EWAL 6' FROM TOP OF PIP[ TO BOiTOM Oi ME1ER PIT. CONIRACTOR SHaLL NOi ALLOW ME7ER PIT i0 CONiACT LAIERAI E-WTE C@�CREIE CAP. � ��ry1Y 111411NIp» \D A C< IST' O G E e a� P f O � � No. _ ,swos,s -n �_ STA1E OF '�r W` ���SS�ONAL CNG,2(v 9 ��mnnun�m�W"" �.�a cc-�- IAINIYUM 1� @ YA%IMUY d� IXFARPNCE FR011 TOP OF cna ro eonou a cnsnNc - iRACER N1RE ,�, � FlNAL GRFDE CLEANOUT TYPE 3 ( CRASS OR UN�SCAPE SURFACES BEY(1N� 1HREE FEEi OF BUIIDINC) C[EARANCE FkOU tt7P OF PIPE i0P OF /9 STONE 5' MININUM (iYPJ SDRJS PVC PIPE % fi' % 6') IEFWxF 6' SENER LAIERAL �� I CWY TOWNSEQP REGIONAL WASTE DISTRICT T{llll] O /�ll.�Ali/�iiT l�PPI�i � � $T CONCREIE Ap,ql$iINC RING E ROW CF KENT SEAL %E SlEGS FER SGECS BR JqNI$ �ND L1R HOLE$ BE YRIE� PoTI NON-SHRINK SEi BAFREL JqN15 NiTI F09BEP iTPE GASNEi EOIIAL TO ASIM C-61] ANO CN �OOBI£ ROW C£ � ' KENT SEAI OR SNCIE ROW Ci 1' KENT SERL � - MANHIX£ RFINE PFR AS1M SPECS PIPE DIA. PER PLAN @ PROFlLE BENCHWALL SHALL BE CLA55 �B� CONC. BENCHWALL HEIGHT SHALL 9E 90F C£ PIPE OIA. MANH lE i PIPE NNE P N BOOiS. 0 0 CO C 0 INCWOING LPiERFLS FIALL BE GRE55-SEAL KOF-N-SEAL N1T1 STNNlE55 S1EEL NEOGE, MLOK CAST IN PIACE IXt APPROYEO EOIIAL 4-0� 6� MIN. COMPAClEO p8 STONE SANITARY MANHOLE DETAIL u CLAY TOWNSHIP REGIONAL WASTE DISTRICT MANHOLE DETAIL NOT USED � NOT USED � N M N � 0 H w � m O o V � N 7 J w rc � Q U � H U C a N J -j � K � � N W M 9 Z O .. y 3 '�' d m � U N � W J � V, � Z w O � r � Q � � � � U Z a Z W � 2 Q v, O � 7 � Q � O � � � � � � � Z U U : Cc;` � Q;'o O� m;� o 0 ° oo w ¢:; z0 a ° �� y`:�'� o� s � "��_ ✓ ^ � V M � V � O C U Z1 � � 0; \W�\'L Wv�ia�,W c W�Z ,C C ZQ���W In � Q C � ZV�.WIpm C Q\�, c m�lM�tC W ?r: cm � � J�oc J C ^� � M � � � � � W U � M `M-J lll , � ro ujQ� W � W Project No: 10135M Sheet No: C502 c m a E a 9I � 'o E a Z LL LL °a L M a_° LL a _ v � .. o � a N �! � 0 o i w g m a e U ? o W a CARMEL CHAPTER SOO INSTALLATION OF STORMWATER FACILITIES SEC710NSO10ENERAL 50101 Unito�m sl p��h� 11 be mai i- d b �� en inl i� hules end - 1 �� i nholer. � el grnde Pipe Cover, shap bc s � lh fnll oosid a[i f Y c cap iry req 'md scdi n o� t n pmblcv . id o�hcr Orvdc,ond dxsign parwme�e¢ A mininnun ot 2D ftt� o� venicnl sepemiion beneeen s�omi sewers nnd Sepuetiun liom . animry snverx shall Ae nquired. tVhen �his is mt possibl., ihe sanimry .ve�cer must M1c cncavcd in Sanirary Smvers crcie m Jnc�ile rieel �ri�hin 5 fee�. each ride, uf ihe cmrsing cenmdme. Therc shoWd be no Irss rhan 25 fcc� of wv�r aloo& eny pan of ��c pipc Rom Cmxl pavpncm clwn�ion oc �inal g�'ound swface elevaiinn m �hc mp nf �he pipe Reinfnrccd nmcrem pipc smmi sewer minimum covcr M1eigMr whicM1 arc Icrs ihan ihuse dercnbed ahall Fe eraluaieJ un a cux by cnx cunditiun und appmvN only wi�A �rdnm pcm�ission by pic Ciiy tnginccr. A sci ul' wanJaN dciail draa�ings in incluJN un �s CitY i x�cbsitc ihat PN�'iJcv guidancc on iLc dcsigo aod ios�aila�ion of varions Irydrenlie mmemres that may vot hevc ncai mvcred in �his chupme Adherence �n ihe no�ed rmndard Jetylx slwll he rcyuircd in uJdiiinm m �iher rc4uin�mcros in Ihis chaPlcr. In canc ul'JisacP+ncY. ��' �mst mslrictivc m4uiammnt vLall apply. SOLU2 Stmm vewrn shall Ae svaighi M1ehveen munhnles anJ/nr inleiz Smrm sewen that crrns exi.viing Alignmcnt m PmPUxJ svcc�s shall cruss perycndicular m Nc ccnmdmc anJ ihc IcngiM1 ol ihc crossing sM1all bc nunmiacd. 50101 AIIMaMI �� dll�� �b P'�' PJ N� pp P�� --& P❑ lt C ty Manhnle4lnlei S�andard U� l U - g 1 I b f d J C ry b T. M J I d' I t I all M1 memlie� � prnvi�e huma : s m inminu � wdergmun� t em ex��ees lov ih pumnee nl inspm�ian end maiomoancc Ilm exstinc ac«ss minimnm ivsidc diamc�cr shall bc no Icss tlian 22 inche.v or n remansndar npening f n I.. �han 22 inches hy ?2 invhxs. Manhnlec chnll he p mided m Ihe lolloming loi f: 1_ Whcmhvoon�m[cstovnimvc[sconvc[gc z. wnu.�.e�e�5�����m�e�e��onu.�a��nnox�5. 3. where n chnnge in hnnznnml alignmem occarc. 4. WAucaehangcinpipexlopco¢ues. The maximum allnwed diswnce M1eixrcen inkts shull M1e lpp-�eei unless guuer sprcad culcuWtiom Ji�nonn�am ik � a gmamr spacinK will siill pruvidc n 10-lout Innu ol vnllic in accmdanm ���iN Sw�ion 305 Oi Uodcr no msnmraocrs shall inlc�s bc spaccd g�rem� than 4U0-foc�. If a spacing Ic e ihan 3nn-(ee� ie required bnFed on gm�xr aprend mlcalntiona in nemrdnnce mith 305 05, ihe i . nnn da. �� s e In aMiiion io �he nho e reqi iremen�. o ni nimi m Ar p f oJ fo � ihm� gh mnnh le. nnA mle� .i i r.m m� � uu wn n�see:��. in : i��: i::ai�i� dl thd 1 J I h� tMi� N m� Idb -❑ t . I� & Y 5 5 P .Ip.hould �M1..�eptht It. hg(..hyd I'gdl' .h Id hl � . � � M hlellt .d."gshllh rd'g� �h H l�nCn rySr drdD�'Ilh 'g., ��hiih i.m be Iwnd un Ne C ty y mebriie. Note ih�i ihe City ol' C el �� ill reqmre 2 Cooi sumps m me ms� �w�wre nem.e me a�e�e�� r�dr�y o� �.�e� Po�a. ��;m me xo-�m.� Pmaa ���an�� i s Iw ot ihe back ot cu�b ul' a mwlwny. If Wc lart xwcwre ducs noi meet thix rntenuq ihen the nmemrc mns bc mwcA np �hc pipc mn u¢il �his mqui�emcu� is se�isficd. Alsq if �Lis s�rucmm ie w enrb inlei and ihe s�memre sizing chnn �voulA nllo�v ihiz m be a Z x 2' box, it mast be ap<izM �o 0 4R" maohole M1ecuuse of the T sump. Lnder m circvmxwncu� shvll �he depth Coem �he mp nl' casiog �o �hc bonom of tlm smip of an olct cxcccd 5-fac�. If �Lc dcp�h cceccds 5-fcc4 �hc c�nmmre ehall Ae m m�nhole. 5�� � DeJdinK anJ haunching Cm all rcinlurwd cwcrem piP� ��'���ntions shnll be NB smne meciinK �he Ivstallafioiiaud ma�cnal rcyolsmco�s of �hc INUti1L Thc mamrial shall bc appmvcd by thc Ci�y af (9m�c1 W orkmwuhip nmanmem �r F�g��eed�g m eme �r ��.�mime��. �eaa�ng �n�n n� �maa �� me ve��n n�u� wvh Nai � li �h p pe u m � II d t g� de and I ih umn 4� h mmunum depih ol matGial6 1 tl p�p barzcl d �' n n of i- 1 6 I ie th b II 4 pipc sizcs 6fi mchcs wnd la�ger �he minimum deD�h of mncennl belo� ihe D�De bortel shxll be ( inches. 6eJdinK n'II b placed iu b -I s pu �bl b t hnll b I � ly pla�ed mpaiied maienal unAer �he miMle ihiM oP ihe pipe prior m D�ACemem of �he pipe. II ihe nnAerlv ng soils �r me ve��n n�n� �.e «n �� �da�� me .�a .n�u n� ��ae.��� m.��n � a� m m�� �.nm Y 8 P repaveJ �� N N2 �une ii a�ill pmduie a unilolm d�i� bl IuwJntiun nlon� Ne entin IenK�h ul thc pipc H h' g shall bc compacmd m N i 1 ' m lifts ro no� Ics than YO% Manda�d Procmr Deos�ry Por �he emi�e depih of ihe mn�enxl plxcel The bockfll shxll be brough� np evenlv onFo�hsid. f�h p� f thefulllengthofth pp.H h' g.hll � dt �h springlineoC iM1epipe M�mum �mn�h ai��h rhnll be Ne ownf�e diamete� ol ihe pipe plux IB inches Final M1ackfll f II ' f d t p p' t II t de d� �h' S f � nf pm�emrnt or sidexalk o �h p. d .. d 1 � 11 bll� ( � iti Cry -&nt 1� Y nall be ➢ Oomnv for Strucm Uacklill nm.N �g �h. �ram�ial req '� wms ot tlm INUO'f. 11s namvial sLall bc apprmed M1y �he Ciry of Cartnel ilepan nem nf Fng neenng a� i me ol nnallminn. F nal M1ackfill hllb � �� �J� b- �hna-n nlll�i �tl ��ih��YS/St J�dl i U't f@� V Y r a�m rm �-ipi a.Tn nnrrnr m�p�� n rm .r ni me i�n I�h 'KR 5k ���" Iih�V' �� t 1116 N SiSi n(�g0 �ut `1 m � f �h 1NUU1 d I II b t d t t I tl JS/ St A d 1 t- 9 P D. ly. F I R kf I I f I I f d � p p . t I I i . g t th 5 f t f � i:nnn i in i�ii r k:i K m e� n: a i i. i �: t-1 � d N � �mat `1� P td112- hm� Ill-i il�-ilv� 9n/ 5� a a P � n. ry r �n enur aep�n nf rne excavaunn. The rnnl ! imnec nr rne r,�nn ��:�ii�a,�i llm spcciC i�a to� tlm co�uneue�iov af smvn smvc� avd sab deaivs mt n�euiraivcd by nc� City nrarelncmd��.d fCiy'ghrf y.Fllheprr�hemnnufnc� . Mi c Dip4sa�.s ty� � 11 d [ Y� p�i�are o� pnblic �II t b Ilo - d_ Also. ' fh Ynn f a k '.' g p dj m�s shall nnr he nllnoM. VnriaYnn. R m thece smn�ardx us� be�w�dm� a d writmn �icepwnce Irom ihe Om ol Caemel. All t uiwres anJ piping rhall myuirc inspcdion p�io� w tru'klill. 501.08 Rond�vny s�nN.r �e 50105 SP'a1hY� 1� � �� 4 Jt vIN ❑� 1-t � t Ild ��g yt s pminTile Sp uel Ilyd 1' � 1 dc N� h b d p h 1 st 0 g b �. A H� V - I t t . ll f Simiiw�r ih. sw� h11M1 I' ldt ih: I��fi � tl dAyp deipl y dby I I d ihmwgh hyJ�aulic wginunng anel�ria C�mLiaiion al xqvinl xwvwns by a uniLW Srcuemial Engiocc� may also bc sqnimd_ The use ofSirnm�wmr lill xwtioar ure not allmced mithin ihe City ol Cuemel. soi.oa i�� �n�..� ��y conncctirn�s m thc s�oem uwcr rys�cm, provisinns fnr �hc cnnncc�inns shall M1c Connec�ions xho�m in ihe draivage culculutions lo� ihe rysiem. Spuilie lengwge shell be pmviJeJ iu Ne m S�onn pmmc�ivc covrnanq on thc rccoid plac or �vith thc parccl dccd of rccorl, noting thc abiliry or s�,.� sr>mm ���n�ury ��r me sy��em m oaomm�,ame ��y ��uea n,��e�i���., ro� exom�ie, ��mP ��m�� ��a roo����� e�����. I. S p p p : i 11 d i '� d d� h g gn d � �h t ai hllb �idi t �� maMl - � b� 1�- y d b f dr -. WI 1 � f c th c � t p.. ihle dicchnrge int aher Ae. ignw[eA n mi drxm ge f alnic mwy he side� d 1 pp - d by th C iy I C 1 U � ' . � :. hall thybc �dt tl t y� -_ �. F nring d . d f d n th p t d : h 11 Fe cmd i� maw i c n� � r r a� n i u-��. wn ��n , � icca t po bl �I y 1 11 bc d I g d- ro dc -g � d �om� Arninnge chnnnel . xle: x [zSwl Dischxrge m acernAance � ith �he City nf cn�.�.i � e nr m� � x. c a u�� ��,�a ��n n m�y a �oN,��� �� .a,,,�ary=�„��_ 3. All mnf dnwnspnutx, nnf drains, nr nxil' drainage piping shall discharge nnm ihc gmwJ, as a Lcgal Di�ha�gu �� di�wilY eoMCnW m thc rmem �h�ainagc rysm�o as a Lcgal Cou�cetiou or Lcgal Uischa�c xs dcfincd in �hc Ciry of Cennel PropettY Mxinenxnce Code- No downmoa�z o� roof ArninF Fhnll be umnwtcJ w ihc saniiar� xcwus. 4. InMilor floor drelna, gnmRr drnln. Bw.rment floor tlrwins antl ntrr R rd h 6*hll ibJ-kSd�N �i � . 5. S m gP Id :hll �F �d� �h t : I::�h �t isd nl -�iJP� t b-K' 'idi �h � �� II � amv gc iatcd fiom Crlmv bacla��ash shall bc dimcmd m �hc �imry smrrr system. 6. Under no cimumsiancer rhall a sys�em wm�oyinK saniinry ur o�her �vasm or Fwllntnms be wnnec[ed w �he s�onn ce�ve� eystem. uwm �� �v���ia�«> >nan a�r or inr ae��� m�i���w a�n� n� NMe�ma m n�r 50-�e� ��de.dmm�. 50L0] Once conswcied, all snmm vee-rr pipev und muMoles shull Ae rnil iighi. The Cnnimcmr shall Consmc�ion rtVain th � t i T � lih CTy IC� n 1 11�- bl P-��. �0 .:bl b JdingmJ/ rb �klill In�ea�inn inhlua� � rl Y�� ll tl od f- P I 116 V-�h VV 1 ftho Cly f C maL and Apprnval When n . ry th C� t. h 11 d . t �. h f �h mnrk .. . snry m ub�mn a eynun ihat pm-u ih� minimum ti t pruuibW hui � A. Mendml'ICS�foePlasricPiocsa�deub-euRaccU�euu Nn .snnner �nan 3n-dny.s vfier i�mllatinn, nll gmviry nna� .amm, .aemers cnnsvumea nf nrx�nie ���r �rve ��a �roen> 3a ���n �� a��mrie. ��m�ne� o�a �n s�ns��r�a ����x (55➢) .aholl ne mnndrel �es�ed. A reprevenm�iv< nf �he Ciry nf Cnemel chnll he prezem �-..ar a�d�, �n �n��d�i �rw�. rnr c�ry �,rc �d ..nwi nr y��m �.�dur� ��,rr,�m;��� �,r Wc prupuxd tm�ing �inws and locaiiom nt Icasi 48 houn Vnm m ihc imcndcd iimc Ib� bcginning of �hc rosts_ Mvi�Gncnis 6r �hc oon nnd snpply of all cqnipmcvt vcocssary m perfnnn mondrel �ev�.a shnll he ihe respmuihiliry n( �he Cnmmnnr ond omner. Mandml � r hnll bc condncmd uvda �hc snpc -sov of�hc Ciry ot Canncl or �hc Ciry nfCnemel: nh.aener. A scvcn anJ onuhnll p-1/2) percont "WMO-40" ManJnl Uullcctiun Tcst shall bc perfmmcd on nll PVC and HllPE graviry novn scwcr pipc 1Tcxc pipcs �hall bc rtundrel IcJ x�i�h a rigiJ dm�icc srzW m Pavs scvcn and onohnll p- U2) pc�mm o� Icss dcflcaion (UR dcfom�a�ion) of tlm bnsc insidc diamcrcr ottlic pipc The mxnArel te.a finll he cnnAu<md nn eorlier �han in-Mys ofler renching finnl �msh backlillgradc. The m:m�4el (GOMO-GO) deNre shull be cylindricul in shape and romvucted �vith nine (91 �� icn (107 cvcnty YacW :vnu orl�rongz VariaGOnx ollnanOrcl �liamaa dfmcnsions dnc �o pipc �vnll tluck��css mlc�a�ses o� ovnlity (��n hcat, shipP�S. Poar pmdno�ioa em.) shall nm he dedumed tmm rhx diume�er dimenainn nf �he mundrel hur shnll M1e uunmd as p:v ul'�he ]-I/3^,b urlesser de0eciiun alluwnnce. iach pipe mmenalirype nyuvW to bc Ma�uhcl ta�W rhall lu �aiW �vf�h e man�lrtl aPV�vcd bY �hc Cfry of Cx�mcl a��d mcmui6 �hc mquucmcvts of this ohaptc�_ 'llm ma�idml diamcic� di�nc�ssio�i shall carry a minimum iolerence ul'0.01 inches. Ihc nmudecL shall bc heod pollcd thron5h nll sm�cr li�ss vid eny metian of u��-cr ��o� pnsvng rhe mondrel shull he uncnvered, repluced nr repnved and re�e.ved. 'Ihc wntaot E�iS�h (LJ shall bc mcanimd bcnrccn poiv�s of cavtao� ov �hc ��avdrel arm. 'i'h� Cunva � fi 11 P oviJi P v- g n gx m cLuk thi n�andal Ik� ' ig- ol �nand�cls ��i�h oompl i d - s sl II b f shcd by thc Com�eom� t th C ry of Cevncl upnnrequ.rf hd'me� d.p fcnrinnnfppe. INC m f1UPL pipa �hnt arc 36ind� in �imnctc� or Inrg�r shall bc iroPcctW ilwugh auol recordings (vin elaced eircui� �elevicion) ax well az a malk thrnugh (vimal curvey) inspeciioo mith ihe convucmr, Jevelopeq untl u represrnwtive C om the Ciiy of Cmmel. Copio of mlovieW imP�tioro xLall bc Pmvi�W w Wc Ciry ol Canncl. R. CMP ondRCP Insnec[inns All �cio6mcd oowmm aud comi6emd �nctel sm�m m��x� pipcs Ihat am 3Givch ui diome�er nr lorser shnll he inspemed rhmu� a mnik �hmu�h (vimnl eurvey) incpeminn wilh ihe convacmq Jeveloper, and u represenmiive Crom the City of Carmel. nu -„r n ���a � n � i r u n� a m� o� 6 PP II r nr q' d � h in p t d th gh I d 't t I . '' g(CCN) m N dw�l P� n n�i � xP ' bY ih C tY f C � I P' ni� t v � d bcd h . 1 tl sc - t cs �ehum Cl 1 V is a mqnimd p t f tl c stovmeeme ermi[s a mval th�s �ele�ised �ieom shall M1e com le�ed in confomwnce �vnh �hese P PP 6 P minimum gi id 1 n s'IL insp � on b t n nwnhol s shall b m�u � d a� lollo s: 1. A an ra yi ipp d'ith rem t mrol J'i s t adjust �h I gh� im �nsiry and ovc iho�unvd (1000) liuial 4ct ol iabl� sMll b� pm� idcd 9hc onmc�a sMll bc ablc �o ��a�umi� a comi�mous i��SC to �hc �clwision moni�or as i� is bcin6 V��Ilcd �hnugh �he pipe. The imoge .sholl he cleor ennugh m enoM1le �he Ciry nf Co�mel w evsily evvluvm @e imenov mn�i�iun uf ihe pipe. The cvmeru shuuW hm�e u digital Jieylay fu� lincal bu�agc anJ prym� mm�bcr anJ an auJio voia-�rviT sl�ell bc n�adc dwin5 ���c i�spcmion idcntdyin6 any p�oblc�� 2. Ihc pipc shall bc thu�uuKh1Y cicamJ bcf m �hc wmcra u iro�allal anJ �ekv�sui6 � conm�cnecd_ Clcanin6 af �he pipe shall be �Ac resyonsibility of �hc 3. 'Ihc CD - Dfgf�al f mu�, as JfmcvJ by �hc Cfry uf Cannc4 �f �hc cn�im s�om� r e.� a r � �e� � gm �� �e�,em�omnen�raume pp min �n ii ��a.nnnr�w�uu� m umn ii .r��r.�u pl wniun in �hiir P�nanun Itl�. 'fh� PiD� �huuld bc 11 dW v N �I�ar eanT j �p� -� �dorecoNin6�oshonvrybdlicso�sa6s- �I pp_ ILisi m Ew Y �� h 11 Li n4uinJ in urd �-d (IY .. x� nPl � x isriv� wa�„��„� r ��n ra�w�,.� �x �,: a�n,:�ro„� cMi� afl�� a�o�� � o� � . i . ccss� ( l. s s v.mss CMP .t m I d f �. mieaL nment.s .soa �h .� m d f �. h h ha�e �he ( 1. G 6 Y P,�e�i�m r n�� m nya��u� �rri���o� a n ny �� i i���y �,i me 1 zgm n R l 1 IJ b n d � Ch P� 40U IlM1 m w 11' gu d �u un -��e�rr��� �i� ea��ua� �r�- Cx si� J❑ Y ICMf 1 116 'd d� x t d �I f 11 � K' Ji�ium: � tb� 6 � gl� � 1- Ilpi 1 1 P � VV �� d d� b- d dc�ns h d.s' �h ml. M � II h w . Y g. �h � h h . � h d. mped ��aa, ,� omm��se �,k .nou nr «�s�ae.ea ,«mwme �.,� r � i �i me unlalkd MI Any pip m6 r �o m 1 u id � b d 1 i a a r sul� 1 �h � I i d' 'ing I�all bc ��r�e� n � a � e� m. r.r r a i nn c rc.orm�i. rc� rep p � ry A rc tel - 1 tM1 i m 1 ihe no�m � er line idemil ed m needin r ur �� 8 P 5 �'Pmr re lawmn hallln.r urW. V 9 C. M hle dH II�I.nel c i,�woi� a„mo� no, � i��� � �a � n i �� r s �� i an n� . u �an �r r�n c rc i � n rni� j�P Y^�T � 7' P nmre . . IJpp.he� i II . d.� i ��i fgM A: ioJery -n p�CO i by a apr cnui ol �h C ry ol Car n I iiall b aqu ad �0 1� k for :. 1 k g b kldl uililvaiion, or - V V '�w���shiV fl��d rtw�crinls. Manhole. M I t. ttu mm.s ahsh foii m �' conswconn smndnrd.s shall Ix repafrW oc fl mrc�nary, replaccJ, anJ rc imP�e�c1 RoadwaY x�bwd'aw Jrafn iflo shall nui cnwW XOILIi,a fn I���K�� bcfom die�;LarKing �o a swnn xcoc� slvminrc All �oedmays, allcys, and drivcs milh invcncd em���a shell bc �m��aea ��;�n n��n.s�rt��e a,o�� ��ae, me m��,�ea �,���. REMOVABLE N ACCESS PORT � t" oNC ANTI-SIPHON PIPE ADAPTER �• � 45.]]" � FRONT 0' 0' PLAN DESIGN NOTE: 42RTB/60 IS A 2-PIECE PART FOR INSTALLATION IN A 60" DIAM. STRUCTURE ONLV BUILDING TYPICAL WYE CONNECTION � NO SCALE C503.1 SECTION DIAM STRUCTIIRE 5 C503.1 � w ¢ > MAIN LINE PVC PIPE BEST MANAGEMENT PRODUCTS, INC. SNOUT OIL & DEBRIS STOP �q DRAWINGNUMBER:IN-SN (,'�g,� INSTALLATION DIAGRAM (TYPICAL) V.BD�IBIIM1Ipli muwMiwiea� ��� W�I Mti-siDhon device q PVC Mepter Assemby for ' � (AdM�e�.��aM 2 �peskets) 0 Outlbw Plpe Ir�talletion Nole: Posilbn haoC ao Ma� boGam flenge N SNWT is 1Y2 Mre qpe tllameter below Ihe botlam of ihe pipe for pipes >72'10. Farpipes<70'Itl plece anoW 8' (min.) 6ebw botlom o1 qpe. Access port �w�� See De�eil A � � 1@ D (see rate) . Geeket an anoW flenge .. q (See Deteil B) a G De�al A � �aa sn�a om�a rid � � E�ereion cone smmless eon (nertOw eM out) FINISH GRADE � Oetsil B Faem Gaeket w/ P� ���8 (him b Ixgth) Snoutflanpe — HEAW DUTY CLEANOUT (JAY R. SMIiH NO. 4263) ORAPPROVEDEQUAL SLOpE —� CONCRETE COLLAR 6" PVC PIPE & FITTINGS. — MANLINE CARRIER PIPE (SIZE AS SHOWN ON PLANS) STORM SEWER EXTERIOR CLEANOU7 � C503.1 NO SCALE DOWNSPOUT DOWNSPOUTBOOT, SEE ARCH. PLANS WC PIPE & FITTINGS SIZE P� o�hi oN i � inrv. ns sr+owri ON PUW s+i- SECTION CORRUGAlEDPERFORAlED PLASTIC TUBING PVC DOWNSPOUT � BUILDING BOOT RISER PIPE '^ I PVC WYE ROW BUILDING CORRUGATEDPERFORATED PLASTIC TUBING PLAN TYPICAL DOWNSPOUT COLLECTION � PIPE CONNECTIONS csoa.� NO SCALE 5.W � � 217' � 0.93' 1�� IMEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. SOLID COVER � 8.65' �4 VARIOUS NPES OF INLET 8 OU7LET ADAPTERS 72' DRAIN BASIN: 4" -12' 75' DRAIN BASIN: 4" -15' 78' DRAIN BASIN: 4" -18', 24' DRAIN BASIN: 4" - 24' CORRUGATED HDPE (ADS N-12, A0.S SINGLE WALL, HANCOR DUAL WALL),SDR 35, SCH 40 DNN, CORRUGAlED 6 RIBBED PVC MINIMUM 4.49' 12" DOME GRATE � ASSEMBLY csoa.� �5NUAPTFR ANGLES 'MIABLE 0° -360 ACCORDING TO PLANS 18' MIN WID7H GUIDELINE 4" 8' MIN THICIQJESS GUIDELINE 4�WATERTIGHTJOINT � � Y� � (CORRUGATED HDPE SHOWN) 1O- GRA7ESISOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 745605, �- FRAAIES SHN.L BE DUCTILE IRON PER ASTM A536 GRADE 7U50-05 m- DRNN BASIN TO BE WSTOM MANUFACTURED ACCORDING TO PLNJ DETNLS. RISERS ARE NEEDm FOR BASINS OVER 84' DUE TO SHIPPING RE57RICTIONS. SEE DRAWING N0.7001-110085 Q- DRAINAGE CANNECTION STUB JOIM TIGHTNESS SHALL CONFORM TOASTM D3212 FOR CORRUGATED HDPE (ADS 6 FWJCOR DUAL WALL) 6 SDR 35 PVC 0 -ADAPTERSCANBEMWMEDONANYANGLEO°T0380°. TODETERMINEMINIMUM ANGLE BETWEEN ADAPTERS SEE DRAVJING N0.7001-116013. USE THIS CASTING FOR STRUCTURES AROUND ��: � � . . � . � � �- � � �` : � � - . � � ` ,= v�"�_-" MEETINGHWSE PEOesreinN MeersH-io zasscca � �aoviio-zis STAN�ARD MEETS H20 2499CG5 ]001-11�21] SOLIDCOVER MEETSH2O 2499CGC ]001-11�218 USETHISCASTMGFOR ooMe wn zasscco �aoviio-zis STRUCTURESARWND oaoPwcRnTe ucHrourv zamoi �aoviio-ais TEMPLE NYLOPLAST DRAIN BASIN: � C503.1 3190 VERONA AVE BUFORD, GA �0518 PHN (7I0) BJ2-211� Nylo last �,�;,„� �, 7T DOME GRATE 50'MIN �;�i za•xir CONE S7YLE REDUCQt u• awNensiN �;���/ •,� I\ :\'/^\n /`n/I : • �' �in...P^"R!�I!R*S7 % \ �' � � � M N 0 Z w � m O o V m y y J w rc � Q U O H U � W a JI � K M � W M O o z d m U M N � W J^ LL L W '^ � vJ � - � SUMP DEPTH 6' � Z Q Q � W � ° Z a z W � a p8CRUSHEDSTONE � J ' � W O L � r^ � V, � O ' W LL Q LN O— � I..1� � J Q c� Z U U / A.� BASIN BODY TOP VIEW WIIIqIRFltNAE6dUlE d'-1A'MAPfERS VIEWhA �vauB� NOTRIFDW'QO(if/�19E )P " W/ REDUCER �o,., dMENSIONS ARE FOR RFFERFNCE ONLV AC7UP1 DIMENSIONS MFY VARY ; ��,,- Q > o a� m: rc� o 0 ` 00 w ¢i; z0 a ` r� � y ':'b O� "s..�;'�--_ d n II� M U � V � O C U ��0; ZW�'^O—�m.0 ��^�,�� co�icm �ia�-W.c W�Z ,C C V����� �.10 � Wm�"��� � Z O C m 1\ O � � � � � �m "� `"'-.I W ro ��� W W Project No: 10135M Sheet No: C503.1 101 STORM SEWER STRUCTURE DATA TABLE UNDERDRAIN TABLE Up Stream Oown Stream Top oT Casting Pipe Pipe Pipe Structure Stfucture # Length InVeR Up InVeA Up InVeR DoW n Str. il Str. # Elevation Invert Invert Invert Invert Length size Material Type Notes 112 295' 852.00 848.50 101 825.50 143' 36" RCP End Section 113 238' 842.98 844.91 842.61 100 840.40 832.00 4k4' Box Detail on sheet C5032 114 263' 842.98 844.91 842.61 102A 837.30 213 30" RCP Headwall Detail on sheet C505 115 408' 849.83 847.73 103 & 1028 102 846.80 839.64 839.64 839.64 78 30" RCP 5' 0 MH 625 sump w/ Snout � �6 313 848.88 847.73 104 & 135 102A 848.30 840.52 840.42 841.30 85' 30" RGP 5' 0 MH 122 ZO' (2) 846.30 846.Z0 Z )5, 113 & 122 103 847.30 841.19 841.09 84270 841.78 50' 30" RCP 5' 0 MH � 123 20' 846.65 846.55 0 5A 123 8 155 104 847.60 841.59 841.49 842.15 842.50 191 30" RCP 6' 0 MH i24 2���2) 84a.�$ 847.9`J 'y 105A 106 105 850.00 84226 842.16 151 30" RGP 5'0MH �25 20' 847.55 847.15 106 107, 115 & 130 105A 851 ]0 842.81 842.71 843.96 845.90 376 30" RCP 5' 0 M H � z6 ZO' (2) 848.00 847.90 107 108 & 160 106 &53.60 843.86 843.36 845.00 110' 24" RCP 5' 0 MH �z7 20' (2) 848.00 847.90 � 108 109 & 700 107 853.60 84429 844.19 848.75 116' 24" RGP 4' RJ MH o 128 ZO' (2) 848.00 847.00 h 109 109A & 701 108 852.90 84474 844.64 84820 102' 24" RCP 4' 0 MH ,__ __, ,_, ___ _, _,_ _, �i ��� ��� i�i iiz 172 113 114 114 115 116 �� �22 123 124 124 125 125 126&' 126 127&' 127 128 128 129 129 130 133 131 132 132 133 134 134P 134A 139 140 140 141 142 142 143 144 � _ G�= 3rx.. � 145 146 147 153 I 154 109A I 852.90 I 845.83 I 845.33 I 849.39 104 �0$ 123 124 125 126 127 128 106 izs 131 130 125 134 103 135 136 36/ 137 138 �6� � �6� � �66 � �07 iss c m E a 9I � s E a z LL LL °a L M a_° LL s a c v � .. o � a N �! � Q O 2 W rj m a e U ? o W a iso 848.95 I 844A5 � 84620 I 849.20 843.05 842.95 846.55 851.85 I 847.37 I 849.91 850.15 I 846.15 126' I 18" I RGP I 4' 0 MH 35' � 12" � RGP I 2k2' Box 94' 18" RGP 4' RJ MH 2k2' Box 37 I 12" I RGP I 2k2' Box 845.92 I 845.67 I 845.71 I 847.85 I 846.50 I 789' I 15" I RGP I 4' 0 MH 837.10 837.10 853.00 I 845.56 I 845.46 I 84828 r.wr.i:��:if:Kr.��:�r.i:t: TOP OF ASPHALT END SECTION � OO PATH = 844.1 INV. 825.50 844.0 CENT RLINE � O DAM 84O EXISTINGG E SPIL WAY 835 8.3 � � SHOT 825 SEE rr� ELEV. {47.5 � � � 1� � � ELEV. `\ EZO I. I JOINT36FRC�P�4�55 POND OUTLET PIPE SCALE: 1'=5' VERT. 1'=50' HOR. � �.ni 741' I 12" I RGP I Headurall I Detail on Sheei G50.5 13' I 15" I RGP I Headurall I Detail on Sheei G50.5 714' I 18" I RGP I 4'0MH 5' I 12" I RGP I 4'0MH 101 s on on NOTE: DAM RECONSTRUCTION SHALL BE 6" MAX. LIFfS MEETING 95% PROCTOR COMPACTION STRUCiURE ,e7:7_1�7� iKLlf�I9�t:Lti1.7 iLY�f�AZ�1�t:LtNG] iL[:�f��I:7�t:b9I�U] 4EliF". GE:[:➢ 4Ef�I�I�: � F¢L PROTECDON amn-seeP O/APHRAGM � 1 0 0 0 om o 0 J I L� mo 00 00 0 0 �\ I I/ ooa o° 00oo°9°OO o 2 � VI � I/ % o o-�� ° o 0 0 0°0 o ti g 0 ---_ - - -L- - -�o� -�-- --- 0 - - -� � I �- � PRINCIPAL - o o - - - - - - a � � � � �+ SPILLWAY � � �� I � � � � Ir---- /II � II\�------- �UO �O� O O ��. O oa o°oo 0 0 2 � / \�------ -L - J o 00 0 0� oo N g IG � °o 0 00 00 0 0 � I � L * J PLAN NEW Fitt NAR = NA�URAL ANGLE OF REPQSE i ANl/-SEFP (ASSUMEO E1J 0/APHRAGM ���� �•. �',i� INOOT p23 RNE NAR D TOP OF P/PE 2 ���✓/�ISPREAM SLOPE U�FOR��AJ�� I / I � ORAM EN✓ELOPE NAR � �INOOI i qe sroNc 12" MlN � O ° O O coRe ° o °g, S TRENCH �NOOT SOBGRADE � � � g23 FlN n ry ��. AREAA /NDOiCOARSE � J/5 AGGREGa IE STONE TRANSITION z' �= zze' p�aor,ys coaasF) MIN SLCIION ON CENiERUNE OF PRMCIPAL SPILLWAv aRaiN rrcc MDOT j�'2J F/NE NAR = NATURAL ANGLE OF REPOSE � (assuMCa �� r) 6' M/N 10.5" NAR PRINCIPAL NAR sxiccwa r � AREA�C � v � � � A � 2 AREA 8 .. � �6" ORAIN F/LL � � �Z O INDOiCOFRSE NAR /.. �MIK ' AR h �¢5 AGGREGAlE 0 0 ' ��- ]YP/CAL PIPE OR//N � g EN✓ELOPE DOWNSiREAM OF AREA A.- AMl-SEEP DIAPHRAGM 0 MIN. 45� 0 0 MlN A5 srcnoN oN 4' INSPA[tAT/ON OF ANPI-SEEP DIAPHRAGM ANTI-SEEP D/APNRAGM 1- PLACE ORA/N F/LL IN AREA A BELOW PIPE SUBGRAOE AND FOR BEOD/NG PIPE DOWNSTREAM ORAM FILL OUANAAES 2- PLACE PIPE M/N ORAIN F/LL - CU. FL 3- PLACE ORAW FILL IN AREA 6 ANO IN ORAW ENYELOPE O✓ER PIPE 4- PLACc' COMPACIED EARIH F2L 0✓ER AREA A, AREA B PIPE D/APHR/GM EN✓ELOPE ANO ORAM ENVELOPE DIAM PER UN FT. OF "Y" 5- EXCA✓A]E ]RENGH TO CONTACT CLEAN ORAIN FILL lN �D" E° AREA A ANO AREA B]HEN PLACE AREA 0. 6� 25 lA5 e- ao �.�2 10" 56 206 No�s ,� » z4o >- AREA A ANO C MAY BE OONE /N UFTS IS" »4 294 IH/CKNESSAiCONIRACTORSOPDON lB"" 158 350 2- PHE ORAM FILL SHALL CONSIST OF 24° 266 4J0 SAND MEEDNG FINE CONCREIE AGCREGATE 30"" 403 600 REpUIREMENTS (AT LEASi 159 PA55➢NG 36" 56] Z40 1HE f�'40 5/E✓E BUl NO MORE THAN 109, 42"" J60 B90 PA55/NG ]NE �100 5/E✓E /NO/ANA SiA]E 48° 980 J0.50 H/GHWilY NO_ IS F/NE AGGREG/TE CAN M(/TIPVER BE OSED�! FOR STONE ]RANS/DON AND RIPRAP 3- STONE iRANSIT/ON SHALL CONSYSI OF F2L SYOPE lNOIANA STA I£ HIGHWilY NO. 5 COARSE .,Z„ �� f �� 0 5 AGGRECATE OR EOU/Vi1LENL M' ¢ AT LEAST 159, OF THE RIPRAP SHALL 20 224 BE SMALLER ]HAN 3": 25 269 30 316 FORGED EYE BOLD ANTISEEP DIAPHRAM 3 NO SCALE 5032 NOTE: 2 RESTRAINTS PER JOINT AT 180 DEGREES OF SEPARATION . D. � . , o . . o ° . o ° , o: � v D o � o� °e °• °� � �TIE ROD o � o � � o � •e o p , rJJ �� v � i o � .o .o ° Z N. o ° o ° y INSIDE WALL PIPE JOINT RESTRAINT DETAIL %� NOT TO SCALE �/ A 36" RCP � FLOW � NON - SHRINK GROUT 36" RCP FLOW #SSTONECOMPACTED #SSTONE COMPACTED WELDED CONNECTION � rrPic,n� FASTEN TO CONC. BOX - W/ (4)1/2" EXPANSION BOLTS PER ANGLE rrPion� NOTE: ALL ANGLE IRON TO BE 2"X2"X3N6" 13' x 6" OPENING N A V J N io 23 Yz" 13' 23'�i" PRECAST T0P �� CONCRETE 13" x 6" OPENING TRASH RACK SEE DETAIL 13' � m�^I 7-} � 838.90 J I J J OPENING TOP OF STRUCNRE = 840.40 0 � m ' ❑ N r 0 � Z w � c p o V m y y J W K � U 0 H U rc w a E T h J -j � z � � N W M 0 0 � m z u W W m W m 0 � U N � OPENING � w TYPICALSIDES fO ___ NORMAL POOL 837.00 n LL 837.00 C 5' 6" G W PRECAST L �CONCRETE r GROUT INSIDE BOTTOM OF SiRUCTURE TO DRPJN INV. = 832.00 12" $ECTION A-A STRUCTURE 101 DETAIL � NO SCALE 5032 �/� /r J Z BOTTOM OF � � STRUCTURE=831.67 W Q ° Z a z � � � � " W � � Z � VJ L L O � Oa J Q � c� Z U U ..\\U\PIIIIIIIIIII//// ,. ✓ �' ANGLES EQUALLY SPACED. 4" MAX. SPACE BETWEEN OPENINGS. TR4SH RACK TO BE MOUNTED 6" ABOVE � CONCRETEBOX �T I EXTEND ANGLE 6" INTO BOX TYPICAL TRASH RACK DE7AIL � 5032 NO SCALE : Cc;` � Q;'o O� m rc� O o o� ¢im z0 a ` MJ � y ':'b O� � � "'��_ I � II� � Ci � 0 � V � O C U ��m0; ZWro-�m.� �J^�,�m ��ll�ia�,W c W02 ,c C VO���� �JO � Wm�"��� �ZoCm n ���� � �m M `M-.I lll � j�� W W Project No: 10135M Sheet No: C503.2 c O E e 9I w `o a A Z LL a 0 LL °a L M a_° LL i a c v � .. o � a N �! � ;�: w� m a e U ? o W a ❑�1J00�❑ ? ooaono❑ 6 � o �'P���o �' ❑D����LJ OFFICE OF THE HAMILTON COUNTY SURVEYOR %RENCN DETAIL FOR CITY STORM SEWERS NO SCALE � �_I 1 �6' MINIMUM Of i0P5qL qi S53 iiONC I vn�uEUr sErna, vaAi[s E%ISTIXC GRL�E� \ \ \ \ \ \ \ \ \ \ \ \��\ . �`t rr �� -I I I-I I 1� 9 IYIN 1 I �I9'-�IYIX.'1j1 ��-�I I I' I I I LIMIi CL $pBCFA�E /� � / �I I I-I I I-I I I-I`�' i !I I-I I I-I I I-I I I � MINIMOM WVER SHALL 1 'il-I I I-I I I- B�q�KFl�� �� BE PER NOff 3 -I I I-I I I-I I I-I I I-Il�l� ^, � PROP09f� CR�OE -I I I-I I I .� Bc i18�/MIN. I I I-I I I-I I I-I I I-I I I-I I I�I IV � IyTO�_L60Y P_NLPUTURE9=LTINCI I I- lEC£N� Bc = Wi51�E �IRMEiEk -I I I-I I I=I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I-I I I-I I I D= ��S�DE DI�,E,�R J = OEP1H OF BE��INC MAiERIAL BELOW PIPE -SPRINGLME MNUNCMING (BC/6) DEVM OL BEOOiNG AIAiERIAL BELOW PIPE UNDERDRAINS REQUIRED . ecooirvc a o a uirv NOiES: 0� 60 k SMhLLER 4 66" Y UH(RN 6" 6%19TING GRROB� � N�Oi�BE��NGpSHALLN E P�LALE� INCIHE iPENLH BOTiOM SIICH iHFiiAG1ENETIE PIPEEISMINSTALLE�Ei�O CRF�E FN� iHE r(11� LINE IHERE REMUNS n 4' uINIUUM �EP1H OL Mq1ERUL BELOW 1NE GIPE BnRREL nND e uINIUUU OG J' BELOW lxE BELL. -I I I-�TT� � �NIN.� � � _�����I I I-I I I �CR FIVE SIZES fifi �NO L�RGER, 1HE MINIMUM �EP1H Of M�tERIqL BELOW ME PIPE BPREL SHqLL 9E fi. 9E�WNG SNpLL � R I- - - - BE PLACE� i0 BE ONIFORN AS POSSIBLE BOi SHRLL BE LOOSELY PLACEll ONCOMPA[IEO PAIERIFL IIHOEP T1E IAI�OLE I I-I I I-I I I-I�� � _ ��1 I-I I I-I I I- ixiRD 0� ixE PiGE Pq�OP i0 FLnCEUENi 0� ME ViVE 6 ME Ut��EFLnrvG SplS 0� 1HE iPENCH BOIIOU nRE SOfi OR - - - - ' - - - - tlELOMG IHE SqL SIALL BF IINOfflCOi i0 SIICH A �EP1H iHAi NHEN RFPAIREO PoIH R SiONF li WLI. PRO�IICE A II I11 ���- N � N �PROP09ED CPA�C - UWFOPH ANO SiABLE (WNDAiION ALCNG 1HE ENPRE LENGiH Cf 1HE PIPE. HAUNCHING ANp INIiAIL BACMfILL SHALL BE II I I-I I I-I I I j I� I � ��'�-"' VN06RCUT 51IALE BT O.E' I I I-I I I CCMPACIEO IN 9� MF%IMUM LIF15 i0 NOi LE55 iHRN 90R SiANUAR� PROCiOR �ENSItt fOH iHE ENPPE �EP1H Of iHE I I-I I I-I I I po��(��� I I I-I JO �LLO� IOP PUiUR6 SILTIMC�I I I MPIERIPL PLPCE�. 1HE BACNFlLL SHRLL BE BRWGHi OG EVENLY CN BO1H 5�E5 Cf iHE PIPE FOP 1NE NlL LENGIN Of -I I I I I I I I I I I I-I I I-I I I-I I I TME PIPE. HAIINCHING SHALL E%IEN� i0 1HE SPFIN0.INE OG 1HE PIPE. MINIMIIM iRENCH YA�1H SHALL 9E 1HE OOi51�E -I I I-I I I-loO 6 DIRYEIER OF ME PIPE PLUS 18�. �M�B GRqV¢L y. fIN,LL ORCKfILL �Ofi ALL RCP INSiRLLAlI0N5'MICRC -L IS 5' OR LC55 i11PLL OC 0-00220W �qE iIIiUCNfiC �ACNl1LL B � � MEETNG 1HE MAiEFIRL RE�UIREMENIS Cf iNE INOOi ANO SNALL BE CIXAPPCIE� IN 6" MRXIMUM LIf15 LO NOi LE55 TIAN 45$ 4AN�AR� PROf.iOR �FNSItt LIM IHL MTRP I1FPR1 OL TIL MASPIAI PI ACPR TIP PAf.NRI l LfF TIL iOP 6' OF ME E%CnVAPPV BELOW 1HE IINIi 01 SUBGRADE SHPLL BE 3$iONE MEE➢NG iXE MPIERIPL � � 0o P6RPORATBO 9UB90PF�CE DR�IX 55U�PIPB RLWIPFNFN6 OF TIF INI)Oi AN� :HAII PF f.OMPACiFII TO NOi IF55 iHAN 95S SiANIIARII PROCTOR � YITN YINIYVY 0.5s GpA018NT. UENSRY RN>L BACRRLL FOR hLL RW INSiRLLRPqJS NHEPE �C IS GREAIER 1HRN 5 SHALL BE CI£RN RLL SCC �CV6LOPtlENT PLAN POR 51285 MAIERIPI GREE Ci RCCKS LMGER 1HFN fi�IN OIPMAIER, �ROZEN LUMPS Cf 5014 MWO OR OiHER EXIPPNE005 B" YINIYUW 1N0 IXVCRT ¢bBVqT10N5. MAIERIRL, LONPACIED IN I4' MA%IMIIM LIfiS i0 NOi tE55 MAN 9�S STANOAPO PRWiCR OENSiY FOR ME ENPRE J' NLSUBGWN6TOBECO. UfFiH OF 1HE E%CAV�lICH. NOTC 3.�OR INSi�lL1➢pJ CF SiORM MAINS. WAIERMAINS. S�NIiI.PY M.VNS, WA1ER SERNCE LAIERPLS. �NO i�NIiAPY SEFNCE lAIEftALS ONOEN CRT S1REEi5, kECANU!£55 OF 1HE JOFIS�IdiON Cf iHE UPOtt. 1HE MINIMOM i1L6 SH.1LL 96 OOUBLB NILLBMOOTN 1I�LL COKR FRqA 1NE i0V Of iHE INSTPLLEU VPVEMENi T� 1HE i0P 0� 1NE MSiPII£� PIPE SNPLL BE 1HE PBNFOPATEO PLAST�C P�PB. Vq@MLNI RCINN IHILHNL55 (ALL tlIIUMIN0U5 ANU .14Wf[4AIk M�ILHIAL �tl0@ INL LIMII UF SUtl4HAULJ YW51'-�. �3 IF ME $inNpnRD PRnCTCE OF ME UPLItt 1HnT HA$ JURI$pICTON OKR lHE w$TnLLnTON Hn$ n MORE T Y P I C A L S W A L E D E T A I L smwsexr covFre reeaweMervr, me uaree smirvcenr ReaireeMervr snnu covererv. 1. 6 E%ISPNG WBGftR�E HAS BEEN LIME SiRBIL12E0, BACKRLL NiRI B-BORPOW i0 BOIIOM OF E%ISTNG SUBGRqOE ANO fILL i0 lHE LIMIi OF E%ISPNG SOBGRF�E 'M1H LIME SiABALIZEO SpL mrz�nNG NOT TO SCpLLI 5. MEff STPNDnR05 41ALL nGGLY PoR SiORM SEN£RS INSinLI£0 �n1HW E%I$¶NG nN� PROPOffO qtt R/YI eN� FO H!i M 11. T � N C 0 U N T Y S U R V E Y 0 R' S' 0 F F I C E s. A�srareu PiPe ��mw cx�snrEicMaa Pe�aPOSeo cin re%w sxn�i�ecsRen�orscco caicree� P�i�� reECaROicss ar �� JORIWICPON OYEft SiORM GIPES. "g"S80 �� �uc z�s CITY OF CARMEL STANDARDS srnNOaRo STANDARD PLAN DRAWING APPROVED'� �• v slm =,- D-16 TRENCH DETAIL FOR CITY STORM SEWERS �p-2g REXT C.IIAPD,N �LTON COUNTT SURVEYOR 01TE OFFICE OF THE HAMILTON COtiNTY SL7RVEYOR COUNTY SURVEYOR 76� s� �6• DEBRIS CsUARD M CASTING AS SPECIFIED � �� „. b. e,�..,P � a� W za• x sa• y$ � n II- ex:.�, 'we_ S h S d' J-1 j W � � � I I � I �,...�,. a PIPE i i PIPE � I-a...�4 i i v vn v s a. ua�.. as.. I , , . I � C � �V n v 5 � S .A. � x�ore: x� o�.[rrs�axs sruvx cxe m cnci�sx nxo u�crRre� 6' 36" X 76' BASE R" I CONCRETE iEPl0.� CM1 GPPY IPIW PSiM P��B.CLP53 TR NEENAH 3405 i-�� EAST JORDAN 525o ��iou�i.i°na'•°i"iae,cea�cua• 6'#2STONE a epv.o..e ey x.mme� ce�.r.y s��..yore om�a mnnr�xe xor ro us�si NOTE: CONCRETE PRECAST SIDE PROFILE �� TOP VIEW ,� NOTES l. 6AN5 & PI.ATCS ARE HOi-R�LLEU STLEL. 2. BARS PLPTES B PIPI& AP8 61NI9NE0 MITN 2 COATS OF ALUN�NLY PRINT. 3. BOLT9 ARE LPLVINIZEO < NO PFB�R THROUGH PIPE� W6L 6E �l1.OWF.� � s. oroms r.unan sx�u ee reEUOV�aie 11 IORAW�NC NOT TO :ULEi AMILTON COUNTY SURVEYOR'S OP'FICE HAMILTON COUNTY SURVEYORS OFFICE ke�,seo. ��a�=000 PARKIN LOT INLET CASTING aeviseu: �vieizooa DOUBLE CURB INLET 14 NO SCALE STANDARD PLAF ' STANDARD PLAN APPROVED: '{J4^'OO D_1q 'PROVED� p�os G NENTO C. ARO.XIYILTON LOVNTY SVRVEYOR D�TE CT - V 90 � f' 0.0. rlcvl V�w+ (tYV.) B•• N B'• �..�e . 1-�-" �{ Ir� : e .., , tw�P ..����. . �:�� p�2� �����EM aitle �all O2 a5 at IZ' �re a . a . �I�sa) - •e.e��e � ee. �a. I�rvJr N } � e z s s � n p ry _ _ ��.. iz� Rrr�l 1z� r_ _ ie� I �,. w�rnma ie n.o.i rz.. o : �. m � N �e '� Ne - �o. __ ___ -_ W xem..re omm Rra. eoin PLAN VIEN �T sai o� 5a2 �� �` 1 lep /x6 (lyR) TYPe A comtr. fo�nt � s�eesl Xamos beckfill �' e�� CRATE REMOVEO e =se•ea•�= �-I SECfION B-B . _� `-'" GENERAL KOTES ' �z__ -. \ �. rnP �� n s..ae or m�e..iee no: e�a s."�mQ-'"-' .-' .P _ �.�§_ :e�tio� seeu ee m«. 9e es inei or J V�R�-' ' �L, - ' _ ; \ 2 lhe piPC. s� ' k. .- " ���i Qz s== s�.me.a o�o.me e v�s-ca'ro-w m. Mlnib A. & C. mN 0. %�I I ` RS et I'b (ee-!A) ` ° OSre 9tmEe[d Oraxlugf E]IS-GPfO-OS fi�� � - "�� � � a�� au. sie.i p�ce - � Nr h OB f t blas N 9. T I l J W d:LLia� rlmll Ix YV� L Inleeior nuPW� i M1 mui�N�o- nmtl f � f xe<uberd ontlet O2 . . - x pIP -t� t� I r zme. .W2 SIuV° . _ , 1��p��- P�� p � kf"II ° 5. See Sl d J � -��F E]IV C6f0 02 !o� __ � � rPOrvm Luckfill M.ntlm dn sor _ � , g..m.. � ...................... ..... . ! INIIIANP IIFI'AH1'KfN'f OM THANSIVNTPI'10. - � Trv� �������. ��. CRATED BOX END SECfION a sva. +� ��-o mr a:� r-n so� at r-o (�.. n.l Is�� a.p.. o m, e:� � TYPE I 10 aPO. � 1'b [or @I Btil c�c (tYP J" vcep�oles spe.) � 1-0 �� ..pnr��Q n�e5n't �xv en, n. II JANUPRY I888 �� 8 pield Ee��d 502 to exlmErto biAPUANU UN1�M4 NU.Q %1�1-i�0-Q .�mm z� a� mn ar ..n. ...., ,...�,.�.,K.a.., ,�,Y , � � ', � y `rs ' ��b ^ ' y', `, Lcn lh o! us beckfill = 3/4 L �3i �, `;i`. _ om �. e.�km� ,�e . e nm.. .ne� «�z�-a ieow �°•"•°'°•°�••• "" il Pow e P �4,��� a �4Y_ m�.�a �� pi.�. i�..0 I.ne� r.M..i ����i �. �..el SECTION A-A ���'..:&;'a°p,w'�.! - 6 : 1 SLOYE ry..�. x s w^e�ma��.i v�a e.me'mee �� s xo. u� m xo. �o m si se e�ze z a�z o-.. iz-2" � �n e z¢._� .. ._ ��_u.� 15 & IB 2 B 5 0 t-0" - 1 1 2 - - - zi a za a-a e-a.a_n. ie�_s. z -� z a._'r .. e._a.. _ 20 &]0 8._g.. �._�., �._Q., ��._� ,. { 29._� .. � 3._� .. g._g .. b._g.. 93 k 36 4._�., d._Q.� �._�.. 24._4.. J 20._q .. j y._� . �.�._y., _ ;o = a �; �° _� 5 ; 3° s = s � ' '�; �� ' �-� GRATED BOX END SECTION 15 51 - '-0" 8'-tl' J9,_5 .. 4 J5._d .. 2 g._� .. 12�_�� .. ��._�.. ao a�-o° a�-a^ a�-n� ss�-s° n se�-�a ^ a a�-� ^ �a�-a^ e�c° NO SCALE ttEN C.N� .HAMII.iON COIINiV SVRVETOR �RfH . f.i OFFICE OF THE HAMILTON COUNTY SURVEYOR ANCHOR FOR CONCRETE EAiD SECTIONS TOP VIEW .r�_.._....._'__��,'_", .- j d � � �� ., sree� vuTS a Np511ER5 �2 LTHk[AD SPRCING TO BE TNO P2R FOOT S :5�� 12" CNU SP.CPION - TNR6A� � 24" ENU $ECi1�N - 4 PLLiHPEAD �oxenixe xor ro sceie YOR'S OFFICE REYISEP� � �AN 2000 STANDARD PLAP 4�e»ve 0 5 DATE OFFICE OF THE HAMILTON COIJNTY SU � G� O O o O o y E [ � r � � 1 h TiT F �NELNAH 3501-TL ar TR EAST JORDAN '1495-M2 or M1 • o� evv.o..a er x.�.mo� ca��iy s�...ye.�. onm. HAMILTON COUNTY SURV CURB IN�ET CASTING APPROVED: KEXTO L.X�Rp. �YILTON COUNTT 9UAVCYOR � MIE� NLL OIrvEx510X5 9194H ME In EXGL6Y NU �[is� nsn�o x e[pulu[✓ExaSe wirvisrv� no aeirvicenr i� mrn n-�e,cinss Emxr� Aawe u �c»n.e iw• IOR�YING NOT f0 SC�L81 EYOR'S OFFICE aev�seo� una¢oo< 5TANDARD PLAN �Q�°` CT-8 o�te OFFICE OF THF. HAMILTON COUNTY SORVEYOR �d0 C � �� mm] + � A � � � � �O ;� � � „a . � � � � � }-q m _r � � � � � - $ �.�-1 �x�'[53'fmm�[6).�-�1 F��mm� ��a IOiE4LL �IMENSIWS S OMX PPE IN EX6LISN WO IMEiPICI. y�^ C ee ne 'o�uenQ i�s y E� MPIEPIPL„ LA6i GcY 3 n n eB RP55 Rtl �� w FIXISn XU rp ry! WE14NI R0� � 8 a y i� NSENAH 4342 §Q � EAST.JORDAN I 8489N u � O� epp�oretl Ly Xsmll{on County 9urryo�o Otl�w ��RA11HC NOT TO 9C�L81 HAMILTON COUNTY SURVEYOR'S OFFICE BEEH VE I[JLET CASTING aev�aem �ii�eieoa4 STANUARD PLAI APPROVED� - ���s CT-IO ReNiON C.� FD.HAWLTON COUNTY 90RV8YOR ��TB ILTON COUNTY SURVEYOR NOTPS O Ifi^ p1V6 C1X 86 IN9TALLFO IM 2Y 9106.1LL OTN¢R PIp[9 SXELL 9[ INSTILL6� IN LONC 810E OP BOX. E- F BO% MItX SiLP9 111TX �RITTBN 9P8W�L D681CN APPROVIL Y&OY NL90. 8� 1 PIPB INSTILL6U IM TN6 COPMEI OF 1 BOX COUMT9 ES 091XL E S10[4 OY TN¢ BO%. �-9TRYCTU&88 $j�� BB Y�ILNEU roR YIXIYVY PLO� TNROUCH 9TPUCTU&B. SP[CIAL NOTB B'1'RUCTOP6 R WR . !LL HO 8 01'OP DRUV ACPO55 TN6 9TPUCTURB 1LOf�T �NLET �NVERT TO OVTL6T INVBpT1. 8P8C11L XOiB:ALL YINXOL89 9NALL I�VB STBpB TO MITMIX � YL%IYIIV OP 1 IUOT �ROY 60TlOY OY BTRYtt11&e. IN9PBlTOR YI.Y R6p111Re 9T8P9 TO B6 INSTALLED OR YOV60 A%68 9TRVCTYqB 18 86T,M IYPROY¢ �C[P99. 9PBLIAL NM6'�II CY0.B IM4LT 9T&UCNRE IS TO N�VB E POOT 9UYP.TX6N iX6 STPVCTVp6 $IWA B8 A YINIYYY 0� A�G" YAJNOLB 0& A 9 POM BY 4�OOT BO%. SP6C11L NOTB:DOUBLB INLBT BOX SfRJCTUR� StlALL VROVIU6 9UPPoRT POP ALL � 8�D88 OY THB C1BT�NC. SPLCILL NOTC �LL CL9TINC9 $j�� B[ PeP TN6 tPPRUVeO C�9TIXG YeT1IL3 OR BY SPBCIAL 1RITT8M APPROVAL PROY N[5�. 9P6CIAL NM8:X0 "UWHOO96" BTRYLTJR83 AR8 1LW�60. � HAMILTON COUNTY SURVEYOR'S OFFICE STORM STRU TURE SIZING TABLE ss•�sso:'°°�e00° ' � STANDARD PLAD �PPROVED: � ��-� � 9MAi2o7 {� p N6N N C! RU,N�u1LTOX COVNTT 9VRV[YOR OATB yJ -� �J 3 'ICE OF THE HAMILTON COUNTY SURVEYOR ��iw�w. � $ �i•�11Yi16'YU..� � b� � _ � � g � �ssri �.., � n ��;\ �� /// � i ua� n.o. ��� „�.,�rs,,.-:,� :„_. ° a � y �v. ".�_ � � sns .rr a � = yI 1�/16' I I� � r �,. �,.�_� L � o-�� � nv�•ouv.y --� C �xi,,,"w� ��0 ���o � 1- n ���� ���� n b IVBrra. �I'M1>. RCPBR 'f0 SHL6i CT�S ^ �p��y NE 4 io�m�.,....�..c.w. ENAH 3010 EAST dORD 1 AN OIOMI .��.......o.,io � a.pp.o..a ey x.mme� e �.iy s�r..yor e om�e iox�nxc xor ro u��n HAMILTON OCOUNTY SURVEYOR'S OFFICE FRAME W/ 4 SIDED SEAT reeviseu: eizsixooe STANDARD PLAI PPROVED� ��' sssypa„ ^ RBNiON C.�PPD.HRNILTON COONTY SVPVEYOR UAT6 CT - Y OFFICE OF THE HAMILTON COUNTY SURVEYOR o�vrix DVYPING � M1 �rm ¢�w� � 0 0" OFFICE OF THE HAMI z... Ffl1YE AN� [OVBR 19 SPECIFIBU PReC�ST COHLR6TE AOlU9TEN RINCS IP NE8060 112 INCXC9 OP RINCS YAXIYVYI. YINIYUY NOT6; YIXXOLB CONPORY9 TO �9TY �iB vnsroxuen xo�e to u OP PIPE O.D..B" lY1TH 1%IY Ai YINIYUY NON-9XPINK LBYCXT CROUT. 9LOP6 BBNCH COMBTRUCTEO IE OP PIP¢ xoTe: STRURVRE9 �RB M BC CROYTBD PULLY�TROMCLBU BYOOTX 1N0 BPUBN P�N19HE�. R81eFURCLO BAR 3�SE 4 lE" OH` C6NT8R OR SECTIOX� � �PPROVBY LTiRNAT1V6 9" YINIYUY YANNOL6 BA9E 96T � �ON 8" OI ' � STONE STANDARD MANHOLE � FOR PIPE SIZES 12" THRU 24" � IpPAVING NUT ID 9[LL0 ��..,.... D 20 I N [h N 0 H Z w i C Q o V m y y J W K � U � H U � a JI K K M � W M O o Z N � U M y � � J OFFICE OF THE HAMILTON COUNTY SURVEYOR a =�s*��� FRAYe STANDARD MANHOLE •xo covex �s SPe01P180�, FOR PIPE SIZES 24" THRU 66" ' � K PR6CIST CONCRBTE 1�JVSTBN RIXG9 IF W XEEOED �12 INCNES OF RINC9 YIXIYVYI. 1 NON-19 XALTIC p�� � YA8i1C OR DUYETEfl BVTYL flY6BeF ST�NOARU PREC/�9T YINXOLB C1P OR LOXL � SL�L BEt�eeX � .o��,s J 6" YINIWY p p1AYETER 5•• YMI4UY '� � YINHOL6 PIPC PIp6 TVRXS / UIn.••Y•• OIL ••G� ` � HON-13VN1LTIC YA9TIC �6" 1B" GREAT6P THAN 15 TO YO DBC � OR BVTTL RUBBBP BB" 5�"�00" VP TO 00 Y6G � 9EPL BBTIIEEN lOINTS BT' 12" CRfATBP TXlX �5 M YO DEG Q BT' �0" TORH9 UP TO 15 OBC I 1 I f2" �2••.18" VP TO 16 �6G •�• 18„ 80' 38"-88" STNAIGNT THRO TTPIC�L 00" 21"-9T' GR81T6R THLN �5 TO BO p6C Q Z ^ � ....... .... """' "" eu�� xeiexr u�xxo�e � I..L . '.'._. STEP9 A9 9PECIP160 . � �, "'""""-'- CONCRfiT6 flEOVCER CAP � w T /r � 1//� -� xore: � J VJ Q -YANHOLL CON�ORYS TO � ♦8TY C-�>B � -HO BRICR OR BIACN YIL4 I O B6 �LLOiBD IX YLNHOLB � � � �0-RIXG G19K6T.XOH- OIR."P" EBPHALTIC Y18TIC OR I � aum xueearz se�� . ^ r xix.overz eerrecx +o�uTS '. fA I..L O J xmxesT r�re I VJ PREFOqYBU HOLL TO tlA%IYVY I C � L I I I � OY PIP2 0.0..0" IITX I � r ... NON�SHPINK [BYLNT GROOT . 4 ��'e'�P R FOM83LOP619'6N X O � I- � � ISALLS i0 B8 CONSSRVR80 � i0 BPR�NC LIHf` OP PIPE. � � J Q 5 3" YIN. �//�� � `) � `j PCFER TO SHEBT Ci-1 x0E6 4� O�rt�510N5 $e0�x PiE Ix Ei4LI5x uq e �II � V V NEENAH 3010 .�� as�n e• u�x. 2 a��aanss ose � EAST JORDAN 40IOT1 vsax. oz T s^ mn. nxis+, xo oax • 0� epprovetl Gy X�mllbn CountY S�rvqofa Ofllce • IORIMING NOP TO SULfI IpRRNING NOT TO SCTLEI NRNHOLBPBA98 AHD R 96R OR APPROVCOTALTBRNATIVE � .. ����plllllllllll//�/�,. ✓ HAMILTON COUNTY SURVEYOR'S OFFICE HAMILTON COUNTY SURVEYOR'S OFFICE 1' " DIUS PEN CU RB BOX R6°19eD: °"'�20°e RE��sso: � Fsa .j'" STANDARD PLAN STANDARD APPROVED� ��� 2S�a. •¢Nio C�ppO.NAYILTON CouxTV s�RV¢YOP OAi¢ CT-5 APPROVED� �rE D-21 KBNTOX C.x ,MAUILTOX CO NTY BUflVEYOR OFFICE OF THE HAMILTON COUNTY SURVEYOR OFFICE OF THE HAMILTON COUNTY SURVEYOR Bese may be round ��/`W.����� �orrectengular. �wnw.�:�s.e...�ow�.,�...ah�esuo.onns J� �� 0000�0 ❑ STORM ❑ ❑0000❑ 000000 ❑ SEWER ❑ » ,M � /.�.�...�. ��TI � ..a w �s. - _h �� : � ..E � ni:����..v� � N� y _ a i .. ,.,._, � ; ru:"��, I � - � _ I �li�. - � � � � = + r �:,..�:,��� � ��n...�-I I- L"�� x•�aO�� oxCnOHLx 'la1L �oiwe.P r � sw[ �r 3 � � l���z�,�.� � TS� � �¢ PIL�WLL�ExR1�R • rnm �eeima ie ee ua.a .x.� ���e no. �om.e aom eoin e�.«�mns 5 NEENAH 1842 or t'l']2 NEEN.AH 350PL2 xare: pu o��xsiorvs sxo.rv <ae irv cxcyis� crvo we�x�m EAST JORDAN I045 or 1022 [ pE„ZGNNY IFOX Ya�x n- B.CL255 35B EAST dORDAN 9495-M4 vemx�. rAnn u.rna.E in• • or ev>•o.m n. x.mmo� co��iy s�..�yo.ro orr« .o.epp.o.meyxsmum�co��iys�...yo..orr« �nne��xcxorroscnte� HAMILTON COUNTY SURVE� HAMILTON COUNTY SURVEYOR'S OFFICE MANHOLE OLID t.-FD casTtNc CURB BI- IRECTIO L CASTING xeviseo: �o���=ooe STANDARD PLAN APPROVED' G � nRO, urtiOX COUNTY BUflVETOP APPROVED'� ��Z i ��a ' - n veoe•..-i F F x-�, � � e a r� i� ie � k� �-1 c....�u�m� � n�,• `� �mreenoxc xor ro su�n CT-1 �. �. : � � Q : o a� I > Q�irc� O o = O w _ ¢:; z O a rr] � �� � y �':�b �i � i �''� I � II� O M �0 � V � O\ C U^ �\ � Vf ZW(�"'�m�C Z�,�P �m ��ll�ia�,W c W�Z ,C C Z����� V��p �6,C ZV��VC W�Z�.Cm 1\ Q�^��6 � �m M `M-J lll ro �Q� J� mW Project No: 10135M Sheet No: C503 C m 9 � 9I � O E m Z LL _°o LL °a L �, 9 LL a _ m � v - . o � a ��� 0 o i w g ry a e O o W a` CITY OF CARMEL WATER UTILITY BPECIFICATION3 Approved List of Construction Materials 1. Wffier Main: Shall be Dudile Iron Prassure Class 350. 2. Reflective Waming Tape: Shall be installed 18in above pipe. 3. Tracing Wire 10 or 12 gauge : To be installed with all water mains. There must be access to e tracer wire each valve box, wNh enough wire In the valve box lo insure the proper connection to the lorating machine. 4. Fire. HydraMS: Shall be Mueller (Safely Yelbw, M.A.B. # 0433291, Shenvin. Williams # F75YP2) (Cartnel Clay Spec. hydrants shall ba open right and will have a safety blue sVipe around hydrant bonnet from the factory The hydrant pumper noale shall be of ona-piece design, competible with 5' S�rz hose coupling� The no�e shall be an integral paA of the fire hydrant and must be fumished by the manufacturer or autho�¢ed distributor designated by the manufacturer. Mueller model 29b220 for casting and 290221 fw cap. Storz adapters will not be accepted. 5. VaNes: Shall be resilient seat gate vaNe, Mueller onty. (Camiel Clay Spec. vaNes shall be open right) Butterfly valves shall be used for sizes over 12in. 6. FKtlngs: Shall be Unlon, Tyler 7. Mechanical JoIMS: Shall be made with Megalugs. 8. Valve Boxes: Shall be Union Tyler or East Jordan Iron Works 9. Posi Caps or Box loks: Shall be installed, with each gate valve. '"not to be used on butteAly valves"" 10. Curb Boxes: Shall be Union, Tyler 11. Tapping Sleeves: Shall be SmNh Blalr, Ranac, or JCM 12. Repalr Clamps: Shall be full drGe stalnless steel wNh ducUle lugs. SmNh Blalr 226, Fad F-1, JCM w Mueller equal. 13. Tap Repair Clamps: (For'/.,1in, 1112 in, and 2in taps on PVC, 11/2in and 2in Ofl uctile Iron and senice repain) Sf18�� �IB i�11f1 �Oflg (U�� CIfC�6 S�81f1�BS8 Sl9B� WI�I ductile lugs and tapered threads. Smith Blair, Ford, JG�M, Mueller. 14. Sample Statlons: Shall be installed at the utilities request. (GIL IndusVies model # EH101). 15. Service Lines: 3/4in, 1 in, 11/21n, 2in, Shall be K- Copper. 16. Brass: Compresslon Fipings. Pack JoinGa not allowed (See Meter Ptt Specs. Far Make and Model #) 17. JoiM Restrains: Shall be Field Lock Gaskefs or Mechanical Bell Joint RestraiMs. 18. HDPE Sleeves: Shall be used for services that cross maja cily streets. ""/." & 1" lines will use 3" hdpe sleeve '"1 %z & 2' lines will use 4" hdpe sleeve 19. Additional IGckers: Shall be solid black and brick. No poured concrete. Developer Installed Water Malns Check LJst 1. The Owner will submit lwo 2) sets of preliminary plans for the proposed development so the City of �mel Water Ufility can determine the main location and sizing location of hydrants, service lines and vaWes to coMortn M the City of Carmel Weter UUlitys standards and specificaUons. 2. Owner will provide plans ihat coMOrm to the CiN of Carmel Wffier UtiliN's standards for main e�ctensions. In generel, ihe Cily of Cartnel Water Ufilily will respond wlthin ten (10) busineas days. 3. CoMractors shall call Cfly of Cartnel Water Utlliry for an on�ite pr�constructlon meeting before xroAc begins. Cantrector must have epproved plans on-site and all materials to be used must be a roved b a Ci of Cartnel Water Utili ins clor. PP Y b H Pa 4. Contractor will allow inspection by C�ty of Cartnel Water Utility inspeclors during the consWCtion of the water main e�cfension and will honw llie Cily of Carmel Water Utilitys reguesl for field changes.in main extensions relaled to location, workmanship and matenals as Mey relate to City of Carmel Water UUliry standards and specifications. 'All Ductile Iron water mains shall be bedded in sand, (rom the bottom of the trench to 12" above the pipe. 'Blue Reflective Waming Ta�e must be installed 18° above all water mains. Trecer wire must be installed wHh all water main laid in Carmel. 5. The Contractor will have waler main extensions pressure tested per City of Cartnel Utility specfications and witnessed by City M Carmel Water Utilitys inspector. 'The owners contrador shall be billed for all bacteridogical lab services. 6. The Contractar will condud the disinfection of water main extension, wilh direct supervisbn by a CIN of Cartnel Water Utlliry Operetor. The Contractor wlll also be responsible for the de-chlorination of the water flushed o(f during disiMection process. 7. Only aRer the water main eutension passes the City of Cartnel Water Utility's laboretory testing, and txro 2 sets of ASBUILT plans (One Electronic Copy) have been Nmed in M the C'�ty armel Water Utility, will the water be lumed on by the City of Camiel Water Ut1ity. Pipe Inatallation All work shall be in the best practices of the water utility indus6y and the American Water Works Association and in accordance with all applicable Federel, State, and local codes and regu�atlons. FuAhemwre: �� O�wYnero rhls a�llates ahall fmmedl�ly�, b arepalred, m the8smatlsfao8on and �r/ direchon W tha City of Carmel Water Utihty by the Contrac[or/Owner ffi his own expense. 2. Should the ContractodOwner propose to depart (rom the s cfications OPERATING CHAflACTEHISTICS Melar Size a' 6" e- DIMENSIONS 6 ulxluVx U IOPSPI CR ] Siql[ h ��P�HMEHI ¢CPM VApIES I a a��E BNAL BACMR 4w BE PEP xort �. Narmal Operating Nange �100°/. Accurecy (9.5 % 1 '/< la 1200 US 9u�� 0 t7� ta 7?155 m!h 1'h m 25GD US gpm 0 3d lu 561 Bi in /h - - 2 :a A000 US 90m . 0 a5 Ic 908' m/h AWYV0. LewFlow Ma�imum Siandard CN95%ACCUracy InlermineptFlowRale Fio]07USgpm �/eUSgpm 1500115gGm ��5�o159m/n OOSm/h ?c7/m!h 4¢�16�OUSgpm 'ieUSqpm 3100USgpm 03t1o363m/n Otim/h 1041m!h 7 �01800 J5 gpm l U5 gpn �� 5000 US gpm 'f.m635mih 013m/� �1356m/h . Sixe iNmm in/mm in/mm inJmm in/mm in�mm in/mm in/mm in/mm in/mm Ihs/kg . d" 33 lU lp'/< 1/'i� 27 t5!'e o�/: 12 Z P PIS B3B 754 273 �AE i59 3B7 171 305 51 51 98 � 6' a6 it �pe 11 �le 21 '/: P9 19 �h � 9' �'��IB 2 3 59(I � llu3 2A1 2A9 SaL l3l 496 2<1 a06 51 7fi 258 8" 53 11 +/iA �'� I3 �°/N. 2S'/t 3t'/e 1'/< 17'@ n 3 9 765 � i 13a6 300 34P 65� 8�7 552 31B c31 1fi �6 3q � MXIMVN COVFfl SY.UL e� �e xort a eeowxe. ueuxwixu vw� unrteiu xa unurv mcxcx wom, ixmu x�xxc umwkna� ovcA B.ICMRLL YA2Po.LL5 � IXSL.ILUPIXI. auaurri�. u�o sµ°o�.�°�A�Pn 12 ar anun xnxxc umsaa�w mca x= xsraunnax. %� %�/�/�/�/�i t , /i , L i , !1 , !L , l< . L � . L < . , � WA7ER & SEWER MAl AN A7 A N H 7A N 0 L ER L TRE C DE IC FOR UTILl7Y INSlALLA7/ONS Wl7HlN CIlY R/W xX�. uo scuc ri u aecrnu rw unun ws�uunas �[re[ T is s w�[ss s�u� ae e-awmow rw smuomA[ e�vnu ' YfETNE Mf YAIFAIPL PEWIRFI�fNIS Of ME INWL.IX� SN.1LL BE LdIGPCIFD IH 6' YPMNIIY IIf1510 NOl If55 MAX 95S SIMOAflO PPOCiqi �EX9R fqi ME EXIWE �EVIH Of ME NARPoY PLMEO. ME B1CN11LL fqi IXE IW 6� Of 1NL fTCAVATIXI BROW M IlMli C( 41PGFNE 9IN1 BE �5.1 SRNE YfiIIXG 1NE MARFI�L FLWIqEYFNR a TMc ixoo� u�o s�nu ec couas<rto ra xm �ss mui nsx sr.woavo raacrm oExsn raA mc rxmc omm ar TMc unrtxu� vucm. i� m[ srwoavo mncnt< or TM[ unun TMnr xas ummcnm ov[x ME IX9.1LL.1IIM X1S.1 YpS SMI�LEXI fINA BPIXPLL flfWlflEMfHI� 1ME MdiE 9PWRX1 PEWIflfNFHI MLL CLVFRN. 3. MiX PEWIPFYFHi SXALL �FPLY fCR NL U11LIrv iN51NIpTWS (INCLUqNC BUI N01 LINi1E0 10 WAIFA uu z w�rze s�xna urzeus, su�nnvr xuxs, sue�zer s�wxee urzvn�s, ws nnxe, rowx, m�muu n�uo cnrv ca+omrs oa wc� euiu) wTMw [nsnxs rao vxovosco an ar crau¢ e�w uuirs. 3�M UnLltt INSTRW11M5 UNOEP qY SiFfER PEGAPpIF55 R T�f JJPoLNpIW 6 iXF Un�tt. ME YINiYVY VEfl iPM IXf IW V IXE IXSI.VI£� PAISMEX� IO IXf IM V ML IXSII.LI30 NR [IN01P1 W 011[I bIHF wnu a TME vn�cuExr scna� TM axESS �ui �nnixws u�o nsraEwrz unsviu eeme TMc vemwe) FlUS I-0", Wl VXOFfl NO GRCOMYINIXS SXPLL ME CtlKA 0.WC .WY PAGt N ME %P[ CW WII Qi WCI enxrc ma TME nxni vnrcu�* aEVSnai *a TME �a a wc vw� ac �4 TM.w zs ra.. ir �uE snxo�eo rnuncE ar mc �nun TMar xns �umwicnox o�R TMc ixsruunw xns A MwESmxcrn�i rou�v IiEWWEMFNl.1HE MdiE SIPINCLXi PEWIF4YfXi SHPLL (AMiN. � 6 ENIS➢XG W96FME NpS PLEX ll4E SP&LIS�. BA6XiILL MW 9-90NFOW LO BORW V LtlSOXG SOBGP��L pe ANO fILL IO INE IIMIL Cf IPEAIF➢ 9J&FO�E XIIN IIYE SiA9N1EE� SpL contained herein, he shall submR samples andlor specificabons of such altematives G7Y OF CARMEL S%ANDARDS STANDAR� to the City M Cartnel Water Utilily before proceeding. DRAWING WATER & SEWER MAIN AND LATERAL TRENCH DETAIL 3. Noworkshallbe Derformedu�MerconditionswhichiniheopinionoftheCityof FOR UTILITY INSTALLATIONS WITHIN CIT" °^„ 10-29 Carmel Water UOliry would adversely a(feG the quality of the flnished Job. 4. The Contractor/Owner shall conduct his xrork so as not to intertere wiM the SERIES L18 and L1 D LADDERS present o�8ration of the existing Cily of Ca�mel Water Util'fi;y1s waledsanilafy sewer SVS�BfII. �i8ny work Interterence is encountered belween QIB i�iml0i i�iBRllBI W8i8f STANDPRD FEAIURES� rvnuinnv>aoni Util' and the Contractor/Owner, the City of Ca�mel Water Utilily will receive pd0�(Y Ifl $GIQAUIIfl9. •ALL ALIIMINOM WELOEO LONSIHIICTON •1 3/H' TNE 'D' RUNG WI1H MT SLIP RESISYnNT ClryolUrmN SUFFACE Me�e�P118pecilcetions-]/C"untll"Melers •CUSTOM :R W�LL MOIINlE� SbHpOFFS pppraaetlMatenalLic1512011 •FLOOR ANO WALL OR WALL-ONLY MOUNIING (SPEQFY) - •FIAT OR ROUN� W�LL MOUMINC (SPECIM �I�emX oexrpuan e^�v i'men� •AVNIPBIE IN WELCfD STNNL65 SiEEL CONS1Rl1CTqN 1 NettrCpCwa� �� 'memn �p v � +� REOl11RED INFORAIATION: . Omaw�aM:tC •BASIN OWAEfER OR MT WALL . .. .. - .. . .FNL LFNGRI M FEEf 1 � vex� � � � mv� a � - � .S�PNOOGF L£NGiH (Y [DB MY] MIN.) -m m< 5w03aC •L16 OR L10 MOUMING SPECIFY DUMETER �� avee�siaemniovane orcnv5bi.3wz - rmawaaed'A�< BASIN WPLL MOUNnNG . 5� uvM a�e a STPN�OFF ] fid _.o:.- r.cn.dv.w .. . _ - _. .. .... (Y I198 MM] MIN.) .� (ROVISE) 16` g . . tt vm aveea � (606 NN) `o.r s nae�a� m� _... r ���. � o eae w E%TRU�ED xo x s. x e ALUMINUM I _ . _ ._ - . . _ . _ RNLS L nim __ . - . m - uvii- � ce.po�ro�smp - baeva� x - .vtiw��amo,o3� Mm. oi s I . ._ . _ ..... .. rac rod �_ __ __- 01 Z" / NOTES (PITSET) (013 MNJ `�-, MOUNTINC S�oultlmatarpineatlasatllogaae,aM'a5ta�eMalerBOrEqansons�ouE�uuV. Nomc�ersM1OUltl � HOLES r. be �e seJ more IM1en 6" vi Noul epprovel Lon Ce�mel 01 I tas. IISING BRICNS OP CEMENT 9LOCK5IS p NOT RX APPROVEO METHOO OF flq191NG A MEfER PIT. WZ 'S�oul�0emeleltl. tl 011nul0�e4orewNaFOrOElevabrHngVartUtHl5CXOrEft3CX. J @ 01 3/8" Servcel'nesmq' p IRBSOnIV��P��kJOn6Allowetl(NOfl�ngsSMUltlEematla'nlhemelerpl!) p (�]SMAI musravecom p � pp �mmmeie.ioeureaisomsaemee.pi.onnousesae � "0" RIBBED � s •mere:n�ice�oo�nea�om:orr.o�Pr�qse�epttormem�po��e�s�oeo�mewnerman. w RUNGS 'NO pil sM1all be'mslalletl In a troRm area, sucM1 es e tlnveway orsidewelk. R WALL T�e melar pit ia to be Ina�alletl i�� oH Ne ulilily eesameat, an private pmperty. In Ne mq�le ol Ne lat MOUNTED Sfl.Lel�orRlqMOlLen�er AsGOSeloeasmenlll�as�oss101e. (L1B) 'METEftP1TLI�GFR0E6HALLBEFLOSHWITHiHEGRO0N0 - FLOO(i (MOMEOWNEPSHWLpBEABLETOMOWOVERLIp) MOU( DO C�L ^ � NOTES� (INSIOESEi� 'C�oosetM1eYOk. tl(2)Sreet5lGeBngleValmsonelNCrsltleolMehqvilM1PpprovetlBecMlawprectly R hoHntlMeler.11�"itl 1'hlowymun0level.YOUarerequreEtoruna^oo4u�oloca�eourRaEOTgnsm@!a� ' - g���a re�ai o,o� a� o�� ea wen. .... THERE WILL BE A 538.00 RE-INSPELTION FEE FOR EALM ADO�TIONFL INSPECTIOH. L10 (FLOOR ANU W�LL YWMj w.. xou;eoyc.oe��mrom ano�e eoo-zse-ion m. sm-aax-ase� Selert�iXallitlnyPro�ucls.mm 10 � RAT WALL MOIINIING STAN�OFF (P [t]B MN] NIN.J I�hsE) H L1e/w�un�ouMn 4", 6", 8" meter specs for vault NO SCALE � RCLE88P�qTOpEC�pLWpYfI ^'e� �cceee omn a�um�co-. S,J �I-�/ 8 �WV � Cl7y OF CARMEL STANDARDS �AN�AAD YR�1�� �b WA1ER VAVLT - H-7A INCIpENTAI 7RAFFIC LOAD RATED ACCESS DOOR STGNfI>R� FFqT iRES' •Nrto-�➢Crc i-dl6 4MNIf55 5lEEL N01D OPEN nau wm� • ELF/SE N.VIpE •i-]1C 5lMNLLS$ SIER HIN06 M'4I.1lI.CHIN4IVflVNME .i 31¢ SiuxLE55 $IEEL SUM LOCN WIM PEU0VA9LF NEY •STNNlE55 SIEEI LOM%iE551LH SPWNG ASSISf • OOOBLE tGf CON4PIILTOH .M]0 LWO WiINC (SEE NpiESJ • IXIRIIOE� f�UMIHUM fMeE •PECESSE� I1fiING IUNOIL � 11RIINE CW0.4YfEE SWA LOL✓. � � LIRING H4NDlF I�(uul I �Ixul u(��J . )]�etf� �pp� MSIx) o NOlES: �) sua�a�E roA usE ix o�r smen LOGTpN WXERE NOi SU&ECiE� i0 MicM oee i stt mnmc. z caomoc a ) NLL BEO OF CU55 'A' CONCqEfE urv�[R mAUE nu� SUPPORi �wGLES. _y9�CENiEfl SUPPOR! BFAM SSiL. k PLUM. PO'iliM LOCKING XOLO WEN NRM WRH S4L. � �� SGRING ASSISf S (]6 NN) p MFNIN6 �-{ 1/4 (v � 1NICN OIMICND PATiERN 1WMIN�M CWER GIRE 8 I�T (�65 N4) i_;�fi SiNNlE55 S1EEL HINGES r� ��� W1iN iAMGER PFCOF FhSiENEPS 1 (fi9 uu�)g] �PRIMER qEOUIPE� � � -r i-316 SiqWLE55 SiEEL 5 � SOpDLE BOLiED i0 RWME ciTY oF CqRM�L Sr,4NDARDS �ANDARD -° DR�w�uF � 5._Q., c E 'o 4 `o � W° Pavemeo[ � .-.� ...... .. . � Se/ect E fed MaLe l Or SOenol �� � Approve0 Excovote0 Moteno/ Bockfrll Hand TampeJ la 6 Layers ��� Uoless Ofherwr'se Direcfed Nofe.� Se/ecf Exmvafed Moteria/ Or Specia/ Back!ll Shol/ Be Ploced Unde� Aq Pouements And W/thin The Limifs Shawn Above_ 5 ecia/ BackGl/ Sho// Confa�m Ta /NOOT 211 026 Tappetl Service Clomp Y Curb Box wltn Cwe i ii �.A HOPE Sleeve** (Under Pvmnt) i i i i �._o �Concrete Block Curb SYOp Copper Servlce Lne Corporahon Stop Wotar Main Length ✓aries i'-0'" To Bm HOPE Sleeve"" Nenly) �� 1 (Under Pvmnt)1 s i P ' = I ` �CUrb Siop N Selecf Ercawfed Moteria/ Sholl Be Approued By Enqineec 4 W;� b �°x � d cn� sv'ezn� � �• ��a� o-K.� �. ��a �µoo 2', � u oismmao co,m u raaie i: ro. as�u o-ia.ia, wmr mia:�e:s Gass SOR J5 Fw 6"-I5" An0 ASIM F-619 Wo0 IDleknass Glass J-1 For I6"J6 Fw ONV F]ax/�/e Pipes, M/n/mum I nrh WIdM "U" Shaq Meet Mo�orooro.e/s aav���..,a�rz Eaist/ g Woter Maln rvvms sraa� � L� �o,� ✓� ema �u aw�r�m Nafa' All ✓oPlS SM1N/ 8e RestmineC Gcep[ ln Run O! � e � o�er/ i CopPer Servire Line * se.Nce smdie Must ee o.nlnee vo. se.vkas Y nne s.naner nne CITY OF CARMEL � LIMITS OF o;•e�* roe� Mode ro o��r,�a i�� PiQe, e�oss aso o� e,�o�e�. (udry STANDARD DETAILS SPECIAL BACKFILL �+'^n ow�e� vo, v.ess�.e noss oie� " For alI Service Lines lnstalletl Untler Pavemenf InstaO NOPE Sleeve u. merm aom ie xe� ie svc� _ , v �ng xama cvn i/nder Povement SecNon. Mat�'lr Er/sNO9 Povnmm( Mo�ar�oi a�e m��ass nen�a�e e.�o�ree Morenoi m u�vo�e Aiaos Un/asr OlhrrHSa Oiiecta0 .. Note' UnOei Exls(log Seweis� Wain L/oes� . � cos em�, r��na„e coare A„e � � cia�rirroi eo�a�rzs eoa,m xren cro��m� eeeemg More.�oi ro me ce�ran,na or ma e,sa�g uw,�r cmas :�,�;� �o,.�, .o. Nr�,�m mag�m a`� e rowrs ro ewo� zozm, sae r+u e : F" Or b Af T O�P/e S P V > Nofe: "W" l5 Pre Mo>Imum W/CN For Rlgltl Ppei 'u' is ma um�,n�,� rrem vor Fie aie a,vas /n Amoitlwce WiN ASIM 0-239. TRENCH DETAIL � FOF SEWEF AND WA]FF MA/NS NTS CITY OF CARMEL TRENCH DETAIL & STANDARD DETAILS TRENCH SCHEDULE �oa�.: uo,� zoo, IYa�.: xo� .o s�a�. �� vsw Pve snorr ee ron e o�oa. me ErlsfNg w (er Maln See *rmch Oe(atl Fd BaWII Requi�emm6 � New Wolei MaP ' j ENStMg Wafer Moln 12' Mn Iee rvev worv Mo� �� eaa aye m s,o�,rr<o wo�wo. eeeem9 wo<enor eo�e r v=e m 6' (vyrs I P�e CenMllne e�JNg Mabtla/ Shd/ Gmfwm /o /rv00J 90501, S e rvu B 6"✓olve Bo.r 6" Gote u i� 3"-0° Mio. Woter Moin Q Q e.Q Q J a ai� �/�� �� f\= T e- MJ H� at Assem. RestroineC [enqth and Fivir As aev,.o-ee NO1P5.- 1. Af Hiqh Poinh Alan9 Moin Woter Line Where /n�Im(e0 On Orowingz Ancboring T e SnoO Be Set Af 45° Angle UOwards And Cannected To 6" 45" Bend nnai� woter Gine Snan Be Lowered To Provide Su{fiu'ent Covei As Specif'ed 2 AO Jaiofs Shall Be Reshalnetl Excepf In Roo Of Tee. 3 H�relrants Shall 6e Sef A( 500' Max. Horhontal OitfOOre, Or Lest AS SpBCiFed By FnP OPpOltmBnf 4. A// w/ves must include Posi-COp ar equlvolent NorE 1) 1° Or Smaller Service Line Shall Be Direct 7ap Unless Approved By Carmel Utilities. 2) Corporation Stop Shall Be Brand And Model Approved By Carmel Utilities. 3) Service Line Top Shall Be lnstolled With A Mia Horiz. Sepo�ation of 24": 4) 2/nch Taps And Smaller Sholl Not Be lnstolled Wlthin W'thin 18 Inches of Mechonicol ✓oints And Bells. � CCfY OP CARMEL T1T� COMMERCIAL WATER STANDARD DEfAlIS S6RVIC6 D6TAIL neew�; wmc�un uRCVZOa�5CA46:narTOSCA�s crtasseonn�c�rv�as.ec cn�-� Muel/er Cenfuriaa A-423 Pain(ed °SOfety Yellow° N n n 0 H z w � =o o V �? N y J W rc � U O H U C a J = N K � � N w �+ � � o .. y u ?� W m W m � U N � W J/� I..L �Q J Q� 1-�„ Mln. 5 o ^ � °° � w a � BedOing Moteria/ Conform�ng To � d Q Q INDOT 903.02, Size No. B : � � Oae 8 x8"x>6° Solid �� �����V� Conc Block Or fi Mlo. /� � ao��'e° co.,�,ara �t Bose Orr Undisturbed '^ � grountl VJ � 5 H� o�f ���es m�sf be ,est,o;�ed to rhe tee � w!N either ad thread, o� on oachonng tee. � � 6 Al/ H�ont S[ubs must hove tracer wire H � CITY OF CARMEL STANDARD DETAILS ip Mmch 01 s�eio- rvei m se�i� � _ a � � = Q FIRE HYDRANT � Q ASSEMBLY � J � � a O J � Z � � r � � � PRESSURE PIPE JOINT RESTRAINT TABLE � � � � LengM Ol Pipe To Be Resboioetl � 2 U U m Eorn Obectioa From 9 Of Benp Based On 150 PSl Test Pressure oa9,aa Of 6end 6' B" 10' >Z" 14' >6" J8" 20" 24"' 30' 90 ;Tees 2J, 35' 47 50' SB' 65' l3' BD' 95' »5 & Plugs 45° J' 9' >1" 13' l5" )Y >9" 21' 24" 19" 22-➢/2° 3" 4' S" 6" )' B' 9" �0' �2" 14" n->/4° 2' 2' 3' 3' 4' 4' a' S' 6' Y Reslroined ✓oinfs Sho/I Be Mechoaicol ✓oia� Wfh Retoiov Glonds, US Pipe TR Flex ✓oint System, US Pipe FielO LOK Gasket Sy3'tem, o� cq�oi PLAN SECTION � .a�,. �g 3 NOPE' THE ABOUE RESTRAINEO JO/NP CENGIHS ARE M/NIMUM CENGTHS �� M. ai, ne„ ,� �,ei� p.,,,b �a, Qii m,n,e,,,�i �e,,,�,. THE DESIGN ENGMEER SHALL OETERMME /F LONGER LENGiHS ARE REOUIREO_ zl avao 9o�ai.ami�� � e<��aum mm�.n�.mmi n. �ovms�e �ne ° CITY OF CARMEL WATER MAW `� STANDARD DETAILS CONNECTION DETAIL CITY OF CARMEL JOINT RESTRAINT STANDARD DETAILS TABLE - �" � . uo�a xooi e. rvo� m sme ��� BYPASS FOR CRY OF CARMEL - WqTER OISTRI9UTION OEPARTMENT SPEQFICNTIONS NI3"- $" OUTSIOE METER PIT SET aeviseoiona 13 1. METERpTLOVE0. YOa365TOMETERBO%COVER.FORO#MC-S6�T 2. COPPERSETTERS FOR01112' VBB]Bi88-0C-fi8 Z' VBBII i88-04-1i MUELLERiV2 82022t9" MUELLER 2' �934Y318" 3. METER PR 38 x 3B" FRATCO METER PITS. 36"-LENGTH OF N-02 OR Epl1AL. 4. $ERVICELINE ALLtVZ'HN�2'SERVICELMESMUSTBECOPPER. 5. BALLTYPECUFBSTOP. MUSTHAVECOMPRESSIONTVPEFITTINGSONBOiH EN�S NN� BE SUPPORTED BY q CONCftETE BLOCe. Muclleu 351553. Portl-1 V2" B4466fi 2" B44-Ii]. 6. SERVICE B wl M1 O% t SERVICEBO%R00. �EPTHOF6URYWILLVARY. �. CORPORA TIONSTOP (.ORPORNTIONSTOPSHOOLOBETAPPEDOIRECTlVTO THEWATERMNINATTHEHORIZONALPOSITION30'CLOCN. NIZ'-2"DUCTNL IftONarpWSTIC p' I pwi�M1 rnrcaeee�vx'or2 sMirHaui az r u R d8 U CIR0.EREPAIRCIAMP SINGLE BNNO NOTES 1. Serv[elnesrequie p � � yf g ty. 2. Nome�erptsMallba' tlled' � H ,tl y, dewalk. 3. iM1ere shall be no bu � tl j� 1 wupl np . xcept b� I�e co�po�afon slop on IM1e Ma n antl �he arb stop vaNe. 4. WreaFaultlOelahenwM1eneslabllshingOnalAroOe.T�emelerpitcooe�ls enpecletl (o be al g�a0e. Osng ��kks o� �locks b �ai58 tM1e roBIB� pi1 cova� will no� �¢ cceo�ea. 5. AnyquesfonssM1oultl�etlirectetllo�M1eCarmelWaterDislribulionDepa�menlnl 11 1332855. q 5 � $ � Clry OF CARMEL STAIVDARb_�saun�,ai b0.A4'IHG `RUL7 - f{_,�,p INqDEMfqL 1RAfFtI L6RD RATED FOR�WPPERSETTER MUELLERCOPPERSETTER �Dutside Metcr Pit Setters for 1'/i' and 2" Meters For Flan9ed Meter Settings �4 c�..,r . r iaasamn r / 1 �p s v 1 ;a.;as�.. ew.u�eo.c�.n U - \ ppNllp3fG3fiT'xtlWPluy _ \y � � � � emm�.y= Aypun ServbnRne Oeqn yj" ; �„ ° o a� m�' h� O O ' oo w ¢€; z0 a ` MJ � y ':�'6 O� S � "'�� d � � II� O M�� V � O\ C U^ �\ � Vf ���� Q1m ��OC� C m Wv,a.,W.c WOZ ,C C VO���� �JO � Wm��,U`° � Z O C m 41\ V J C ^� � � � � � � � �m � �"� �U � ��� W 111 W � �.\ 'i Project No: �� � � 10135M 5 _ R^ g�x'� sneet No: I iry[ O�� Slev � „R�.��o,�, ��a,e,,.�6E C504 2 VBBb-IA40.)] OoiNemPit]6"n]6' IetIVE -&104I18' pncoe�]6 Cque - 1••.BE@]IB" InVILaM.6o� I � m a � 0 e 9I N `o e a z LL ELEV. 835.00 _°o 'u G� °a L M 9 LL a _ °v,� .. � o m a � °i � o a i w g m a e U ? o W a METAL SAFETY/TRASH GATE TO BE 15" RCP FLUSH WIiH WALL. �a" CHAMFER FABRICATED BY CONTRACTOR PROVIDE ADDITIONAL #5 REBAR y � ELEV. 844.00 G�pE WALL AND FOOTWIGT TOP �g SEE DETAIL pE EOTR4TIONS. �L @ PIPE m � N HORIZONTAL BARS (� EACH 15" RCP o O.D. PIPE + 6" I JOINT TYP. INV. = 837.10 TOP OF WALL < , \-- - - -- � = 840.00 TOP OF WALL m i � /� �\ i ` I � \ =838.0 ° ([�12' CRVERT. CONC. WALL 60�?YP. �� D 50 P RIP RAP --- -- - z ELEV. 842.00 � �` �� � m FOOTING �� ��� �� �� SET IN CONCRETE APRON T � ��� , - 1" DIA. BOLT THREADED � , � �� �_ � WHILE WET. MAX. GAP i �i _� - (a�12'EO.C. HORIZ. 2" AT THE END TO �' � � � � �� TO BE 8" i � � i fA � DE ."-� RECEIVEWASHERANDNUT i� , � \` �- J 1-- 1?- - �--J --� �y GRP.,.,...;'. ' ' � ,� Q . -. � i i i -- -� �m w II ;; m � ..,......,.�..�,., `. � � , �-,; n n a �. --� - --- _.-----�--� --- �- � � v5%STANDARD� � � � c�orn��vn �" CHAMFER a (y � _ � 2, . � ` � . ELEV. 838.00 � PROCTOR) A 4� 4� 4� � ' Q O' O� 1( BOTfOM OF cai G�E q � �� ` a O� �-� ` 1 � FOOTING 833.60 0 , m B 2• 3� 5• �... �. �: � , . ' POURED IN PLACE C 4' 5" 6' " ' � CONCRETE WALL (4000 PSI) No. OF RODS 1 1 3 - � ' `� q. � � y � ° s ��,- : � 0. - ' � ' y , �r �:�` � , � _� �, INFRAME �= - �,= �� - - -, � a NORMAL POOL &37.0 q5 REBAR � COMPACTED FILL TOP OF W L (95% STANDARD � ` " . . - . �'CHAMFER E 840.0 6RpD � -_-_-_-_-_-_-_-_- -_-_-_- _ @72'O.C.VERT. pROCTOR - - ' � r ) � FRAME 0.5" x 2' DRILL 1" DIA. " y ' �Z" MEDIUM STEEL 6' CONCRETE SLAB ELEV. 836.00 #5 REBAR 6� � � s � (4000 PSI) - �72' O.C. HORIZ. 1" DIA RODS � COMPACTED FILL io � y � � , . � � , � - - P�N TRASH `� �. . �- ' � ROCTOR) �D � � .. o 0 - ELEV. 835.00 - - 1" DIAMETER i.i� iv� -- �y BOLT INTO �� GATE � m z � _ _ a CONCRETE Tpp y��yy � �, 3 � d m q POURED IN PLACE ° FACE OF q� o o � y o Ln CONCRETE WALL (4000 PSI) 1" DIA. BOLT THREADED 0 5, HEADWALL �, o RANDOM W 12' 2" AT THE END TO RECEIVE ° .}}� � BOULDERS N If5 REBAR WASHER AND NUT Q12' O.C. VERT. 0 6 14-6" . , - �5 REBAR � � WELD @12' O.C. HORIZ. t,aj 1" DIAMETER � � 6" CONCRETE SLAB ELEV. 837.10 � �� �' BOLT INTO 10 O (4000 PSI� - -, � N CONCRETE N.P. 837.00 W� #4 REgAR lo� �2 COMPACTED FILL 12" RETAINING WALL/CONCRETE SLAB DETAIL 5 HWGE MOUNTING I o.c. encHwAY CAULK (85°h STANDARD � BR4CKET FRONT IEW SIDE VIEW NORMAL POOL 837.0 �_^ �. �� _:_ rROCTOR) p NOSCALE STRAP ___________________________________________ - .� ..° ..� ,- . � .� ..� ,. �... . =__ ..-- ___ 30" RCP FLUSH WITH WALL. ASSEMBLY HINGE STRAP f4 REQ'D) MOUNTING BRACI�T (4 REQ'D) ' N PROVIDE ADDITIONAL #5 REBAR - - METAL SAFETYliRASH GAiE TO BE NOTE: ALL STEEL TO BE PAINTED r+ - � - � � DIAGONALS IN WALL (t� PIPE � � POURED IN PLACE FABRICATED BY CONTRACTOR W/ CORROSION RESISTIVE CONCRETE WALL PENETRATIONS. ELEV.836.00 ' 6 SEE DETAIL TOP OF WALL PAINT, COLOR BLACK 3 Y�" CONCR(ETE SLAB�) �/�" EXpANSION � � (4000 PSI) w 5 5 =844.00 METAL SAFETY/TRASH GATE e W/ FIBER REINFORCEMENT MATERIAL J NO SCALE - 3 Yi" x 1%z" KEYWAY . POURED IN PLACE � ELEV. 835.00 � � � CONCRETE FOOTING INV. = 837 30 - � TOP OF WALL 8' TAPER TOP OF WALL G�pE . .,. . . _ � �. . ' ° � ` . ' . �- � � �� . , � � , � �- .� �- � ` ( 00 PSI � ,,.. ,... 40 ) = 838.0 . . , . :, . . - � � - � �� 12" 12"_ 2'-0" � ., .,.. .. , ,. _____________ ______________ _ _ ______________ __________ ___ N ^!`.., � �, N '- � . � _ - - � o � . - � - - � ------ --- --- - -��-- --- -- ------ GRADE � , i ' ' i ,�.,�.-„ . . �fi'� . �.:,,. ,:,'^r . .. � � FOOTING 833 � - - � - � i i i i i i � ,< < _ ��r�. , , . �.. . , � _ 12' . . . . e .. ' r__J_1_r_ ____ ____17 ____,� ____ ______ i J_1___i �n .,.. _. . .° - ..�.° . :��_�. � Q I I I I I I L 12" � (51 #5 REBAR �� HOOK WALL BARS � Q -------------------------------------------------------- --------------------------------- - ELEVATION INTO FOOTING 18" MIN. - ^ C6NTINUOUS � �� Z FOOTWG834.30 RETAINING WALL END TAPER � M� YZ" EXPANSION JOINT IN NO SCALE ' J � Z � rwioRliON�TA�BARS � EACH ��„� STORM STRUCTURE 153 � J� Q I JOINT TYP. TOP OF WALL � � NO SCALE a O � Z � = 844.00 � � � T �\ A: �� NP' %�� , �� �'y" CHAMFER G�E ��-"' ��� ` WOOD SAFEN RAIL � � WALL AND FOOTWG. STOP PROVIDE ADDIT OINAL #5 REBAR W a ^ i � � '- C� � SEE DETPJL � I METAL SAFETYlTRASH GATE TO BE Q � OL J ,,; :;���� � 7 HORIZONTAL BARS (a� EACH DIAGONALS IN WALL � PIPE w JOINT TYP. FABRICATED BY CONTRACTOR Z r ' � �- �C. � � � I I m T- --- I-- i � SEEDETAIL PENETRATIONS. Q I C i �- - �� i �� � `� 12' RCP TOP OF WALL Z Q Q LL i ��. ,5 �. � � � INV.=837.10 i �' ' � � �� 18"-24"BOULDERRANDOMLY I I CONC.WALL s�i�P• . �� =839.50 ,- �, - �; � D 50 7" RIP RAP TOP OF WALL O J Q i . � SET IN CONCRETE APRON WHILE , " � �" � '_ � SEf IN CONCRETE APRON = 838.0 ^ Z CONC. WALL � �� ���. ���. � WET. MAX. GAP TO BE 12" I I � � � WHILE WET. MAX. GAP Li � U U FOOTING FOOTING i � �`. � \�� ' CONCEIdETE PWf�4LL � � 4'-�. �\ , ` TO BE 6' ----- - - -- T----- �� i •� (4000 Pi I) .+. � ? i i i � � . �'.� ' � ` �. ?' .dh .�`. � ��o���unumn i /.�'�_ �� .l� �. ` I I i � Q �� � 2 � I 1___ 1___ J � _ � /�� ✓ i � � ^ � i 7• �' �. 1 � i i i i i i �o`� C1 ,�� ���G � �,� � �. � i �_�_ i i i _i aQ=�o a� ''�e�G� � �,� �3' s � ��.�Q� A. � � r- i i � �---� i i 5�0;�'� „,�� � . �'`-�`o � .. � �. �� . .6' ` . ` - - - �-- --- --- � -- _ ¢� W o o a i, _ . , � \ . �\ � I J 0 y� A . ._ ____ ___ ___ ____. _ . oo w a� ¢ � .�� � � � �. � . a�- � � \� . � � - #5 REBAR . - - . . - . � ` . . - . - ELEVATION � BOTfOM OF � 6 °,� z o a o ° ' ?: � i � " �� � `� � Q12' O.C. VERT. �y.��;"+.� °� � _�'��`'a � . . FOOTING 833.60 y ,. � 3 � � g. 6� . � . �� �. '� . �� � - - - �����! q�nuun��� •` � . � � r - - #5 REBAR , , . TOP OF WALL � � 'i � � . � . � 1. 1 � �c , (t$12' O.C. HORIZ. , .. _ &39.5 � � � �. . y i � e � � ' � �. > `.�.\� " � . . . . , . , , . ' , . , ' � � . ' > .6;�. '�� :& � . �' HAMFER � � . . � � � . �_6 �_ �_ � . �.. � � � : PLAN E �� �� 6� r. , __ ___ ___________________ C . ��. �.�.� . .-� ` .� .-� . � ,- . . - .- GATE __ " _ _________________ �� � TR4SH TRASH �� � 95%STANDARDL n O V M �� ,.` a aD V� OCU #5 REBA RANDOM . � U RANDOM (t$12' O.C. VERT. --- � � BOULDERS rc BOULDERS P�N � COMPACTED FILL '� � � � Di 6, ��, (95%STANDARD �°m 6' 1T-6" - --pSREBAR W�'� � C ELEV. 837.30 ) 6" CONCRETE SLAB ELEV. 837.10 v PROCTOR 6" CONCRETE SLAB _ ( (�$12' O.C. HORIZ. a �� j��•� � ( 4 000 PSI� , W/ #4 RE6P R� P12'� � \ W v, a�, � C N.P. 837.00 W I # 4 R E g A R C o 1 1 2 ' �� N.P. 837.00 O C E A C H A Y � O.C. EACH WAY CAULK ; -. '' CAULK W� NORMAL POOL 837A � � � _ NORMAL POOL 837.0 _ _ _ _ _ _ _ _ _ _ _ � � Z � ,C �C _____________________________________ ______ __ __ ____ ____ -_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_ . _ . . . .- . ,. _ .. .. . . .. . . . . _ __ . . ,- - - - _ _____ _____ _____ N " _ , ,_ _ __ _____ _______ N � �J 1y m C �n � � POURED IN PLACE `� `� O O 3 1# 2' C O N C R E T E S L A B ELEV. 836.00 - - 3 1#2" CONCRETE SLAB ELEV. 8 3 6. 0 0 ' - � � �qppp ps� W'4L� � Q W�(�\ � (4000 PSI Yz• EXPANSION ' P O U R E D I N P L A C E (4000 PSI) / z" E X P A N S I O N � M v(� W/ FIBER REINFORCEMEN� _ ,_ MATERIAL - ��Op PS�� W'�� W/ FIBER REINFORCEMENT _ _ MATERIAL W m 2 i O) m . . . . � ��" . �, . � � � �� � '= 3 �/�" x 1 Y�' KEYWAY � �. ``.� POURED IN PLACE - - 3 �F�" x 1 �/�" KEYWAY POURED IN PLACE .! 4 � C � ` ' '� � �� � �� �� � �� ° � CONCRETE FOOTING ELEV. 835.00 . . �, � `, CONCP ETE FOOTING J v ^ C � �_: �a000 Psq �a000 sq ��� lp '... � ' 72" �2", 2'-0" GR�E .- � 12" `_ 12', .. 2'-0• V n m� .'� a, ... N .� . o .,' ,� � , . m N ' `J 111 � � ' p �i. ` � .. .'.e ,'. ���,�.:.� a'n a ..c, -',. , � _ _ _ � - _ V � , W � \ �Z" " BOTTOM OF j � � - � - � � - � �2^ , FOOTING 833.60 � - - � � � � � m W 12" 5 HOOK WfLLL BARS 12� 5#b REBAR HOOK WALL BARS Project No: �} INTO FOOTING 18' MIN. INTO FOOTING 18' MIN. 10135M STORM STRUCTURE 102 e �i cJiz sneet No: NO SCALE 50 M� STORM STRUCTURE 146 � 2 M� NO SCALE C 505 6' MAX. 6'MAX. 6'k6" TREATED WOOD POST (TYP.) 1"x6" TREATED WOOD RPJL (TYP.) � �illli ill�i `GRADE �ill�i 1 I I 1 II I_ 1 II I-�I. �. POST SET IN � CONCRETE (TYP.) WOOD SAFETY RAIL � NO SCALE 506 'POND EGRESS LOCATION' SIGN WATER QUALITY FILTER SEE DETAIL PLANTINGS, SEE � 2 LANDSCAPEPLANS CONCRETE C507 100 YEAR ELEV = 841.5 APRON ----- - ----- - --------- --838.0 4 1� NORMAL POOL = 837.0 8�'S 837.5 �, v -----------q-- - ' ��'�' RETAININ6 WALL � �'T�� a�•5 SEE DETAIL 4 505 10' 6' 1' VARIES CROSS SECTION 'POND EGRESS � LOCATION' SIGN SEE DETPJL TOP OF WALL TOP OF WALL 12 g38.0 �8�o C507 ° �36A ` � � - ° > 83%.5, ` $37.5 � . - 83&0 � � - � - . : � 835.0 . � 836.6 - &36:5 , 835.0 � .. � i , � ,. 19 :. � ' �� ' 6' � 19' . � � PLAN VIEW POND EGRESS � NOSCALE C506 WATER QUALITY FILTER PLANTINGS, SEE LANDSCAPE PLANS 100 YEAR ELEV = 841.5 -_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_ -CONCRETE -_-�838.0_-_-_-_ 4 _- APRON � � NORMAL POOL = 837.0 836.0 8�'� REfAINING WALL 4 8�`0�^' SEEDETAILe 829.0 � � � .;. 24' 10' 6' 1' 24' E•LE��] WATER QUALITY FILTER PLANTINGS, SEE EXISTING LANDSCAPE PLANS GR4DE � 100 YEAR ELEV = 841.5 ---------------------------- ----------------------- 4 ti CONCRETE �8�0 +���� APRON �� '�� ______________________ NORMALPOOL=837.0 _ 836_0 835.0 RETPJNING WALL ��� � ' � SEE DETPJL 4 . � � 835.0 � � 505 829.0� 1��-", WAiER QUALITY FILTER PLANTINGS, SEE LANDSCAPE PLANS _100 YEAR ELEV = 84L4 -_-.__-.__ _ _-.__ __-.__-.__-.__-.__-.__-.__-.__- _-8__- _- _- 838.0 � � . . . _._.-._.-._.NORMALPOOL._��:� . _.-._.- _ - 835.0 , . ��`:��;:.�< 4 ;,z . �` ` g35.p � CONCRETE 829.0� . . �� w'�'r� APRON 24' 10' 18' 42' ELEV. 844.1 � m a a � a a 9I � 0 E a z LL °o LL °a L M 9 LL s a c °v� .. o � a N �! � p �' Z W rj m a e a o W a` ASPHALTPATH �ii i+� i i i III �ii L�i 2x2TREATED WOOD SPINDLE (TYP.) iiii �iii iiii �� i` i i iiii iiii ���� ���� ��� LLLI POND SECTION GC � NO SCALE C506 � 844.1 15' ASPALT PATH [•'C�9 1� 4.5 POND SECTION D-D � NO SCALE 506 CONCRETEAPRON - - � - SEE DETAIL NOTE: REFER TO LANDSCAPE PLANS FOR WATER QUALIN FILTER PLANTING LOCATIONS AND INFORMATION. � MATCH _ EXISTING WATER QUALIN FILTER q �.0 PLANTINGS, SEE 5 5 LANDSCAPE PLANS gqp.p � 100 YEAR ELEV = 841.5 -.__-.__-.__-.__-.__-.__-.__ __-.__-.__- __-.__-._ -.__838.0_-.__-.4 _ 838.0 1 � _NORMAL POOL = 837.0 --------------------- - - 835.0 -- --- � � RETAINING WALL 4 835A � SEE DETAIL 4 829.0 � 1 � . � � � 505 ..� � 24' 10' 6' 1' 16' POND SECTION A-A � C506 NO SCALE 8 845.0 � �_,<-.�..^�.T,`. Dc4 TREATED WOOD (TYP.) SPILLWAY SECTION �4 NO SCALE 506 847.1 ., '� � , , .�._.,.. �845.0 POND SECTION B-B � NOSCALE 506 6x6TREATED WOOD POST (TYP.) � TOP OF DECKING L y��p 7REqTED ELEV 8450 WOODFASCIA SPILLWAY ELEV 841.5 rF�, yr , i . Z � ,� (�ii i ' .. ... , I�� �I�� i POST TO SET IN �'r i I I i CONCRETE (TYP.) i I I i ���i ���i � a, ��s•o a, WOOD FASCIA � 6�t6 TREATED WOOD POST (NP.) �il�i � �� � ��� � 4" MAX. OPENING. W fV I � iq ii I'� � � �I��_ �il�i � �� � ��� � 2x12iREATED WOOD HEADER (TYP.) V.0 4 1� REfAINING WALL SEE DETAILe VARIES PATH 6 WATER QUALITY FILTER �� PLANTINGS, SEE LANDSCAPE PLP,NS 100 YEAR ELEV = 841.4 . _ -._ B -._.-._.-._.-._.-._.-._.-._.- -._.-._. .-._.-._._ ; ;r. � 1 838.0 ___ _____ _ NORMALPOOL=837.0____________ 835.0 COAP ON ��835.0 ".x .,�,.��a.,;.y..... �� �yy 2x4 TREATED WOOD (T/P.) �il�i � �� � ��� � 2xTREATED WOOD BLOCKING AS REQUIRED I�i I� i _ i 2x2TREATED WOOD SPINDLE (TYP.) iii I�� III iiii PATH 844.1 N [h N r 0 z � =o o V m y y J W K � U 0 a � U rc a J -j � z � � N w �+ 9 Z o .. y u ?� W m W m � U N � LLC G � Q Q � � Z a z J � r^ a VJ � � � Z W a O w � ' Z � Q y� a ? U U d i �';�` � Q : o a� mi� o 0 o� Q:� zo < ." r� � y`:�'� o� ; .� �--._ I ^ M II� � , I, � 0 � V � O C U �Zw(� �m0; V",m.� �J^�,�m �Wv�a�,W c Wo2 .c c V����� �JO � Wm�"��� � Z O C m � ���� � �m M `M-J lll ro ��� W W Project No: 10135M Sheet No: C506 Erosion Comrol Blanket a E � m E � LL LL m y 0 LL E . a _ o� o➢ 0 0 °o E � � i rv w _ �a� m U ° o N LL EXISTING GRADE � 1� 3 N � � � WF NZ w WW �� C7 Q Zw � „/`:.�� � 1 � '"�"� 3 �Rf �SWALE SUB-DRAIN SEE DETAIL 13 s r�aii v�ew Control Blanket Convol Blanket �- Integrated Panel E(1 0 Of M8t Prepared g so� Interlock System Anchoring 1. Pcepare soil beFore installing erosion conhol products, iucluding ariy necessary application oFlime, fertilizec, aud seed. 2. Instell turfreinforcement mat per menufacture�'s recommendations. Note that e bottom anchor n'ench is not �rquired when usuig ShoreMax mat in conjunction with erosion couirol blanket. 3. Place ShoreMax mat over the installed erosion control blanket. When usin multi le anels connect [he anels usin S P P P K thclntcgcatcd Pancllntcclock Systcm. 4. Extend Che ShoreMax mat to covec the hansitional �ange where scou� is predicted. 5. Place staples/anchors in the appropriate pattem. Perimeter staples can be shareA behveen two adjacent panels. In soft oc highly erodible coilc, percussion earlh anchocs may be cequired. View ShoreMax Anchocing Guide, foc additional details. 6. Placc 1 staplc/pin pa lincar foot along thc top and bottom cdgcs of thc ShoccMax systcm, plecing onc on cach comcr and gridline. North American Green 5401 St. Wendel - Cynthiana Rd. ShoreMaJc NORTM Poseyville, IN 47633 �� PH:800-722-2040 e www.nagreen.com n tensar mmpziry SHOREMAX SCOUR PROTECTION MAT i� NO SCALE 1/8" WIDE X 1" DEEP SAWED CONTROLJOINTS �24" LONG #4 EPDXY COATED REBAR 24" O.C. � . c� . 12��. - �17� w ` �� a 24' .. .. Zp� � � —I— �— I—I — i — — — — —I— CONCRETE PAVEMENT CONSTRUCTION JOINT DETAIL 1z NO SCALE SEALANTPER SPECIFICATIONS CONCRETE SIDEWALK COMBINED CURB & GUTTER TYPE II SEE DETAIL 1 5� CURB SUB-SURFACE DRAIN SEE DETAIL 14 ROADSIDE SWALE e NO SCALE 5 � DROPINLET � - � NOTE: EXP. JOINTS @ BLDGS .. .. . OR IMMOVABLE OBJECTS, � � ' � '� � CONTROL JOINTS @ 10' O.C. (MAX.), EXP. JOINTS 50' O.C. (MAX.) TYPICAL %z" EXPANSION MATERIAL CONCRETE EXPANSION JOINT DETAIL 13 NO SCALE REAR YARD SWALE NOT TO BE DISTURBED 1/8" WIDE X 1" DEEP TOOLED CONTROLJOIN� WIDTH AS SHOWN ON PLAN 4" CONCRETE SIDEWALK 6,. W/ BROOM FINISH � \ (3500PSI) � D CURING — COMPOUND 4" COMPACTED #53 STONE COMPACTED FILL— NOTES: Position the structure a minimum of 16 inches above S SF streetlevel. Divert stormwater runoff away from the structure by grading the lawn to provide at least 6 inches of vertical fall in the frst 10 feet in horizontal distance. The individual lot operator, whether owning or acting as Ps Ps the agent, shall be responsible for erosion and sediment � SF contml requirements associated with activities on �sF SUBSOIL TOPSOIL � individuallots. N STOCKPILE STOCKPILE a p � Contractor to install and maintain stable construction entrance. � � y Q Contractor to install and maintain appropriate perimeter � y erosion and sediment control measures prior to land � o disturbance. F HOUSE � N Sediment discharge and tracking from each lot must be minimized throughout land disturbing activities on the lot until permanent stabilization has been achieved. sF Contractor shall cleanup sediment that is tracked or washed sF onto roads. Bulk cleanup of roads shall not include flushing the area with watec Cleared sediment shall be redistributed or � pg � PS Disposed of in a manner that is in compliance with all applicable DRIVE Statutes and rules. Adjacent lots disturbed by an individual lot operetor must be s SF sF repaired and stabilized with temporary or permanent surtace stabilization. SIDEWALK Final stabilization is meet when all land disturbing activities have - � been meet and a uniform perennial vegetative cover with a CURB W LET densiry of 70 % has been established on all unpaved areas and PROTECTION CURB areas not covered by permanent stmctures, or equivalent TEMPORARY GRAVEL permanent stabilization measures have been employed. LEGEND CONSTRUCTION ENTRANCE I EXIT P5 PERMANENTSEEDING SF SILT FENCE � DRAINAGE FLOW ►NDIVIDUAL BUILDING LOT 5, NO SCALE GREEN ILLUMINATII TAPE(LETTERS) WHITE ILLUMINATII TAPE (BACKGROUI 12' LONG, 2"0 STEEL PIPE FACTORY PRIME WITH TOP CAP. PIPE 1 CAP TO BE PAINTED ( PROVIDE 1" SLOPE A TOP OF FOOTING IF � IN CONC. WALK 12" DIAM. X 3'-6" CC FOOTING, FOOTIN( BE RECESSED 4" IF CONC.WALK 12" POND EGRESS SIGN 1z NO SCALE 5 � D D O . ° D . ii iii�iiiiii, o. �I �I�I� II� � . . � II��III�' p — 1" TOOLED RADIUS r PAVEMENT � N �� NOTE: EXPANSION JOINTS AT BUILDINGS OR IMMOVABLE OBJECTS, CONTROL JOINTS @ 10' O.C.(MAX), EXPANSION JOINTS 50' O.C.(MAX) NPICAL INTEGRAL CURB/WALK DETAIL e NO SCALE 5 � SKY BLUE PAINT W/ SAND MIXED IN FOR NON SLIP SURFACE � WHITE PAINT `zr,� + - 4" WHITE BORDER I 3'-0" HANDICAP PARKING SYMBOL DETAIL ' 5 7 NO SCALE i�., GREENILLUMINATING � TAPE(LETTERS) BLUE ILLUMINATING — TAPE(SYMBOL) WHITE ILLUMINATING - TAPE(BACKGROUND) GREENILLUMINATING TAPE(LETTERS) GREENILLUMINATING TAPE(ARROW) GREENILLUMINATING TAPE (BORDER) AS NEEDED � 12' LONG, 2"RJ STEEL � PIPE FACTORY PRIMED WITH TOP CAP. PIPE & CAP TO BE PAINTED GREEN PROVIDE 1" SLOPE AT — TOP OF FOOTING IF NOT IN CONC. WALK 12" DIAM. X 3'-6" CONC. FOOTING, FOOTING TO BE RECESSED 4" IF IN CONC.WALK NG � � � -r � � �� �� i i �� � i r i. i . i' i � . ,, ;l_.1— 12•' 0 NP. � q MEASUPED RT PRWEAtt pNE RnDWS d0' MA% RAOIUS 90' WRB— I n � p1i1ER— 1n o � ��z. � A�A RAMP (AS PPPLICABLE) � � MEFSIIRE� A� PF�EAtt UNE f�l � Q . , n � SI�EWNJ( PER �EtFIL 10-14 � pq��� 50EWAl% PFR OEiAIL 10-14 �y ° � „�-, � �o' nnoius � � NRB PER QiY OPOINANCE _ n < � . . � � — — — — — — m � � � � c"'i� � ao' ao' unx w� � xnoius anoius V � CURB k GO11ER OEPRESS�EO Co-B CURB k GUiiEk � o COMMERCIAL G'RNEWAYS W � NO SCALE e NOIES: o� usE raa oai�: �M nu cuRa rncs cxcEVr Rau cuae ' � � CONCREIE �RIV[ ANO/OR SIDEWALX RWO55 OPIVE SHALL BE MINIMUAI P" 8' AN� REINFORCE� AS NEEOE� BASEO ON iPRfFlt E%'ECiE� i0 ALCE55 SIIE. o n z � n FNY E%IS11NG C1RB, SHALL BE SAWCUi FT WE NERRESi JOINi i0 1HE iEMOVAL LIMIiS FND 1HE EYJS➢NG CI1RB kEMOVW. �� A PqONOE l0' RIOWS REGMIXf55 OF 50EWAlN/PA1H LOChPON. O D D D � 1/8" WIDE X 1 1/2" DEEP � SAWED CONTROL JOINTS r4"CONCRETEPAVEMENT / (4000 PSI) I NOTE: EXP. JOINTS @ BLDG'S ORIMMOVABLE OBJECTS, CONTROL JOINTS @ 10' o�� � -� o � O.C. (MAX.), EXP. JOINTS 50' � - O.C. (MAX.) TYPICAL � o�n� �� 4" COMPACTED #53 STONE BASE I LI I I—� i i—I I IJ I 1-1 I I� �I I li i il I II � II I li i i I I� I I 1-1 I I�� COMPACTED SOIL LIGHT DUTY CONCRETE PAVEMENT e NO SCALE � 1I8" WIDE X 1 1/2" DEEP SAWED CONTROLJOINTS 5"CONCRETEPAVEMENT (4000 PSI) NOTE: EXP. JOINTS @ BLDG'S ORIMMOVABLE OBJECTS, CONTROL JOINTS @ 10' - � � - O.C. MAX. EXP. JOINTS 50' � 4 � D � D � D � D � D � D � Ji ' � ' � � � ' � O.C. (MAX.) TYPICAL � o �,,f1 0 �,,� 0 �a� �rp �o� �rp �p0 � 6" COMPACTED #53 STONE BASE � �I� ��� ��I I�� I�� �I� ��� ��I I�� I�� �-��� I I I-I I I—I I I—I I I-I I I-I I I, i�I I Ii i II I II i II I Ii i i I Ii_, I I-- COMPACTED SOIL HEAVY DUTY CONCRETE PAVEMENT DETAIL e NO SCALE 1�" HMA SURFACE NPE'C (9.5 mm) 2'h" HMA INTERMEDIATE TYPE'C' (19 mm) 3 Yz" HMA BASE TYPE'C' (25 mm) 5%" HMA BASE TYPE'C (25 mm) __.... ACTED SOIL NOTE:ALLPAVEMENTSHALLBE COMPLETED IN 1 PAVING SEASON RIGHT-OF-WAY PAVEMENT e NO SCALE 5 � ° — — � — — — v `� M AASHTO M288 3" MIN. CLASS 2 NON-WOVEN � _ GEOTEXTILE FABRIC m #8 WASHED GRAVEL 6" DOUBLE WALL, SMOOTH 3" MIN. WALL PERFORATED PLASTIC PIPE — _ = 3"MIN. 12" MIN. HANDICAP PARKING SIGN DETAIL e NO SCALE SUBSURFACE DRAIN UNDER PAVEMENT e NO SCALE o N � N N � w w w 0 0 0 0 � � � a' N W z " O � � z 3 °1 ti 0 0 U vl 0 w J�1 LC.L G VJ � J � Q a Z W Q 0 Q � Z a Z O VJ � W J � � Z ZQ a � Z � Q o � W Z � w U Q } � � Z U U :- r.= Q : o O> m;e O o ._ o O w ¢'� z0'= x� M N ; y�'.�i rn yJ.°..... Y O� � M � II� O n �� ZV � � N � W��,� � � j � n � � W�J�`W C WOZk �'�' �0\�c� ��WOmC Wro�M�m �2^ �m J J O C � � � ^ ro � � �m., � �' � W ro j�� m � Project No: 10135M Sheel No: C507 c s : � w `o e E _ LL LL °a L M 9 LL i a c °v� .. o � a N �! � Q O 2 W rj m a e a o W a` City of Carnkl Conne�e Curb Policy December 11.2(Nlfi q Gcoeial A) The work sobject m the roqnire�mms of this policy sholl inclade Ihe proAncnoo, tuWine/delivery.exiavaiiunlur plsiny inswlWmqJuiming.iunng linivhine and mhcr work necessary m prepare founda�ion.. and soil subtmdes, insmll ee eaie h�Yx W--iall � m� u b' e w'�ti p perty wiihin �Ife mepurme limrt: of ihe Ciiy nfCermel und e: � � nr prnryneJ nM nf way. B) This policy slv�ll M �he basis fo� neccptanceof ihe wo�k by Ihe Ciry. Failvm m aJhere w tle eeyuire�nenu afthfx pulicy �nay resull In nonawcpinnct of Ihc work orothe� mmedics ontlioed in this policy. C) Wo�k�uoship,momrialsaodquali�yof�hewodcomplemdshallcnniiirmmthe 2W6 StaWanl Specificatiuns oF the Indiana DepAriitsnt of TiunNponallon (hereinaHm rofi�rzed �o ns Smodn�d Speciflentimx), exiepi where dc ` i'nnx wc alloweJ ur xpeclfieJ Ixrcin, u� vanances are gmn4G. U) Wheretl�eminfmmnvandarJSofanymhergun.Ynmrntalagencyhuv7n� ioniuneni jwivdiciion exceeJ these vtandarda, ihe higher s�wndaNs shall apply. � ir��yPi���,.�m�.�<,i�<,.���dr��i������m����n��eaR,�.«��a���a��a�m.� cxeceds Uk ntinimum vundaNs of ihls policy. thc hlghtt swnduiils shull upply. F) NothingwmuinWhcrcinshulltkcoosiruWUCprohibitingitu�daignund msvuiiinn ul improvemems meciine higtx�rvwn�� d� as dixouraging 'ioso� ri� �W'.uva'�n��eo��riivsw- � bt n t, m m c wcmin dics ( r u �i f r �It� m c hmh can P� PP P he vupporieJ M1y advanies in teihnolayy and ure apprnre� by other ayeniies wiih mncurtrn� juriedic�ion. G) All wo�k : hnll comply with thc ��quiremenu� of Sxoon 105.03 of �hc S�andard Sp 'f Y s. I q For the purpove � f th' � ry I' y herc ihe ierm Eny eer n used in this poliiy and Nc Smndn�d 3pn.ifiiadons. i� 9hell in�n. i) TheCn�mclCityEn�inecr.smffoftheRpa��memofEnginecring.olhe� pervonnel emplayeJ ny ihe Ciiy al Curme4 nr miharired ugem(s) thai muy he rcmiocd m rcpres ro� �hc Ciry of Cn�mtl_ ii) Thc Hamilmo County Highway Enginccq smff of�hc Hnmilmn Coumy mxnw�y ur��.�mr�i, rnnr. �r.N �ri rm�nyrd ny u�ma��� a����y, �� amhorizcd a�rnt s tha� in� M rcmined m ec rescnt Hnmilton Coum O Y P Y I lighwuy, Jependiny on ihe lo � f I th sk I) AutMiriiy ol the E y' nrer ihe wark shull M1e pev Seitian 10501 al ihe Smndard Spccifmuons [ 1) Pnor �o commenung ihe wnvk �he Conv�imv pedbemmg ihe wnvk .alwll cnnmct the Enyineer m xheJUle e prc ionsvuitiun meetiny m rcview the Eng i m.vvuci nn reywrcments .vwll nn�ihcuiinn reywrement� reywred m.apect�nn.a (or ccrtain slagc of thc work and �o mvicw �hc emhorily o( �hc Enginccr a i[ �elaiex m ihe worA. K7 Under no cirwm.l�nces shnll work; ubjecl lo Ihe sl�nd�rd. e.1�Ali,vheA by Ihi,v ol c wm enre w �huw ob�uinino u rov cunswc�lon mwlnos b t cCit � m cd d h P Y � PP � Y Y of Cormel Depnrlmenl of En�ineerin�. LJ A� �hc snlc d suc�inn nl ihe F.ng ih p i�. 1 ih: ry licy rclaicJ io ms �cuonsandms[inoofworksub'eum�hercurtemen[sof�his olic ou[side R J 9 V Y ol the rght ol-way shall h Je�ermined ai �he pre cnnsvuii on meci ng. M) Dimenxionxl nnA mherslnndnrds forconerele curb xhxll be in xecorAnnce wilh Ihe Ci�y of Carmcl Smndard Dcmils. N) Uud � oo cirwnshn s shall ma�e�ial o[hcrH�an Ponlond Cemeo� Cooac[c u�ing �hi s�and d: u�abl sheJ by ihis pol iy he w I zed io wnsvuii inmrcie w�hs wrthin Hu co�pora�c limi[s of [hc Ciry of Can�el O) Uude� oo cirwns[ances shall ex��uded type cun be iosmlled wi[hio tic co�pom[e hmilx of Ihe Cily of Gvmel. 2) Fonnd.vinn A) Gener.d i) Thix wnrk vholl � mciq nl'Ihe�nnalrnclinn/prep�r�linn nl Ihe fnunAulinn in acm�daocc ithSccNon105.01of�he5�aodardSpccificehoos. ii) Thc founda�ioo shall bc pmpamd io acmrdancc wi�h Senion 605.03(a) of tlw SVmdurd Speciliculinna imA Ihe reyuiremenla nf Ihix pnlicy. B) F.xa�v.vmn mA F.mhnnkmenl ) Pnono bep nn'n cxmvn�ion nnd cmbnnkmcm opc�a�ions, n0 occcss'nry cica�in� o ubbm scal io� nnd [o soil sh�i io� aod subsc ucm backfillin� �,� � P P PP 9 � fnr rc nnvcd tc ns within thc slopc smkc limi�s hall hc performcd in acro�dnoce i�hSec[ion201.04nod20104of[heS[andaNSpemfica�ioos. nu ��,�.�,�i, s r i�,�, n.x., : i m�.y, id�nie ��d deieied�,�. m.,�e.��i .yn�u n� romple�ely removed wrthin [he limi�s of [he slope s[akes. ii) Excavmions I ARcr ucavztion o cre�ion ell s on� and icldin� mmaial �hm docs no� O p 4 p �y Y readily cnmpac� xlwll he remrved Gnm wi�hin �he xlope smke limi�s and �he resuhin� void slmll be �efilleA wi�h snimble mo[erial nod compac�ed io ucc�vdunce wi�h Sec�inn 2113 nf �he Swndurvl Specifimionx. (2)Anyprn ddprexxi : i�hinihexlnpe.:ik Iimiixre.vW�ingaller cxcnvntion opcmbon: shnll bc refillcd wi�h wimblc inetcnal and i com acte� i a�coNance wnh Secuon.D3 of �he Smn�a�d S enfications P P ) I'mhmkmen� (I) HmFankmem5 xM1ull M1e cinximc�ed in uccnrdunce wi�M1 Seciion 2f13 nf �M SmndaN Spccificmion,s. (2) All spongy nnd yiGding mmcrial thm doc no� �cndily coinpac� shall bc rveJ Gom wi�hin ihe xlnpe. x�ake limi�x prior �o emhankmeni opcmlions. (3) Any pronnunced depre.v.vionx wi�hin �he.dnpe.vmAe limit.v rexuliiny ullev clm�ing �� bbin sc�lpiognnd topsoil �emoval slwll be rofi0ed wi�h vuiwhle mumrial wd �nmpav�ed in accoNw�e wrth Se�iinn 203 of the SmnAard Specifications prior m emlunkment opera�ions. (4) Pnor to thc con'tmc�ion of zny cmbznkmcnt, Ihc original gmund surfncc within the liini�v ol the vlope suke� vhall be leveled anJ the upper(+inches shell bc compmctcA in mccordencc wilh Scclion ?03 of Ihc Slandard Specifca�ioiu. (5) 5mhunkmemx shall he .vhaped �o he well dvuined und xhull hc pmmcmd m prevem emsion. (6) Lwscdcpthofcnchcmbnnkiricnllift,Cnalcompt�ctcAdcplh,wmpection inc�hotl and rompac000 rcquircmcnu'rhnll bc in accortlunro wiM Scnion 203 of Ihe SlnndxrA Specificnlione. C) Sn I SuAyraJes i) Si b�ndc� eh�ll he inFlullul on f i nd�lione conelrnUed in i�wonii�nce wilh Swnon 2(A) nnd Scetlon 2(B) of [his policy aod ooly uHcr �he insmlln[ion of nll mililiee unA auheurGwe dr�m� mdicnled nn Ihe npproved conelrnclinn documcn�s m M locnmd undcr thc pnvcmcni nro mmplmcd. Tronch Mmkl'illing nrk nl IheFe inF1 ill ili me vhnll x in aw�rdnnce wilh Ihe Cily nf Cnrmcl Trcnch Bnckfilling spccifirn�ions. ii) The subgmde slwll be shaped ro �he�equ'red �.rnde und sec�ions, fi'ec fiom all �: nug C: ih irt y luriiies ni7 The : uFe nde: MII he unilnrmly prep,�rwl wmp,�awl nnd appmvwi in nccordancc wrth Si.cuoos 207.02, 207.03 nM 207 04 of �he Shndnrd s���r�:�c„�.. i) Si h r �dc� ehdl he inepeaed ,md ,�ppmved M1y Ihe Gngineer hefnre any n�reoa�ebaseo�conerc�ew�lttarccons�mc[ed.A roofiollshnllbe P conduUed m acconlan�e wnh Sw.bnn 20126 nf Ihe Slundxnl Spw.i hutlinnF. Unaceepmblc arcas shall bc corrce[ed ro �hc sausfec[ioo of �he Enginccr heli�rc the pWcemem al any Ayyrcywe Nuse ar � i H y. v) �i ihe dieaeUnn nf ihe Gngmeec Cubgrade Ih n h: i: I'�clnr ly puvrul u proofroll, bm rc��ins unco�crcd foi a paiod of 14 cala�dai days piior �o pWi ng Aggreg�ie 9�.ve nr wn�reie curhing or :: uh�ui lo u me �.vuruhle r� n cvcm p�io� w pincing A�maam Basc or wncrom curbing sMll lic snbjcct to :�aa�r�,��i .<,��rn�n. .<,.i�� i:��eme�i��rmen,.�re��ien:�.,e��.�����.eie � � � r ;. . cnrbin� i A�me�a�eBases ) � � A) Gene�al �) This work sM0 consisrof placioga wmpneted A�regate Bnse oo a p�epared soil subgra�e in accordance with Sec�ion 105.03 of the Standard Specifica�ions. ip A���egnle8a�emmerinhuMllbeinacwrdanecwithSceiion30L02o(IM SmnduM SpwifiwiionF. iii� The Aggre�.�ce Bax macerial slwll be ob�ained finm a Cu�ified Ag��e�ate Produccr in amorduncc wi�h Swiinn 91 ] al' ihc Smndard Specilicaiian.v. iv) The A��reeme Bnse m��erinl ,ch�ll be hnndled xnJ Imnaporled In, nnd on. Ihe work sitc in u immncr thai minimizcs sugr�ntion und nx�i+mro lais v7 A�gregn[e Basu slull Mcons[mc[eA on approved soil subg�ades and ro Ihickneaaes eynnl or �renler Ihnn IMixe indicnled on Ihe xpprovttl wn>trudian �ocunxn[s. B) TempemnveandScasonalLimite�ions i) 7he A«re�nro Baw sholl M pluced io amordance wi�h �he lemperamre limiiatiunx uf Sectiun 301.1M uf the SwnJard Specifcalinnr. ip Fruzen material vhall nu� be plam�. ��0 AKKreyute Buxex nuv be placed unJ paxa pronl'roll prinr In November30 in orde� [o nllow paving m ncco�dnoce with Section 4C(iv) of [his poGcy. C7 P'epnmtion i� Thc prcpnrcA soil subgradc shall M Gcc fiom objcclionablc or fnrdgn nwie�iuls at the tinrc ol'placertient. ii) Thexubernde.vMllhexuhjec�muddiiinnulprnnfmllsinuccnnlnncewiih Scc[ion 20326 0( Ihc Slandnrd Spcci(Icationsju 1 prior w placing [hc Aggrega�e Ruxe on the eubgvu�e m auortlen�e w ih Se�i nn �C(v) ol �hix policy Unawepmblu nroas sMll bccortcacd m(hc whsfac�ion of �hc r�x��ee. n�i<,re ��y n��.�n�ie n�.�e . �m�ed. ol e�.e�a� x d r : n n i) The Ang ege�e Auve.vhull he.vp�ead in uiurttl�nie w ih Seuiinn 101.05 nf the S[andard Spccifica�ion�. ii) ThcAggmga[cBescdiellbccompncicdinnccordnnccwilhScc[ion30L06of the Siandard Specilicmion.v. ���1 c<,��.eie ��.n.n u ne �i��ea ���e� me n�.exme n�.�e w�m�� ia ��ie�a�. dayc Aggregatc Ba�cs [hn[ ley cxposcd kr n period o([inw grcelcr Ihen 14 calenderduy.v or exper ence u mea.vuruhle r�m evem pnnr ia the placement nf wncrc�ccurb aMll bc aub��t to in�pxtion nnd nccepinnce by Ihc 8ngincer. N ihe d viretinn nf ihe fngmeec udd iiniul pmof roll.v rtwy M reyuved. a a,��.�ie c�.n , nl ee�e.�i i) Thia A: h� II �.v .vt ol pWi ng ioncreta wrbmg on prepured .vn I cubgrade.a i °r e�meamBara�innecordancewith5ec�ion105.4oftheS�anderd S cifica�ioos. � ii) Gmioeie iurb xhall he iancvuiieJ an p p ed vail xubgradev av Aygvegme Basesro[hedim nsionalsqnda�dsof[h a �cableCi� ofCarmcl5�anda�d PP Y Det�'I: ' uarJanie wi�h the curbiny Jeta Is uf the approved iom�mitinn downxn[s n � ii) Mamnals uscd in �hc produc�ion of thc concm�c fo� thc cu�binp shnll M in awonlnnce wi�h Seainn fi05.02 nf Ihe Sumdirzd Speci�iu�linnc High enrly strcn�lh ndmixmres mny bc wilizcd bm shnll no� bc considcrcd in wniving nny reyurtemenl.a nllhix pnlicy. Preere prnlecunn ndmixh�res .ah dl nm he milized undc�anycircumsrnnccs. iv) Fqoipmm�[ milacd Porrnnc�e[cco�bm mstalla[ion mk mclodm bm not IimiieJmpruduiiiun,tuulinyJdeli�erypl� iny,insiallaz j�inCngiuring, finishing nnd nusccllancous/ancille�y actrv�ty shall bc in accordancc with Sectiun SOM uf ihe SianJaN Speiifiiaiionx v) Coneveie pmducUnn, mixing md heNmg4lelrvery ahell he m eicnnlenie wi�h Sx[ion 503.10 of �hc Smndn�d Spccifications. vi) Insmllnhonoftlicconcr �c urbm mdi a�W on�hcapprovcdcons[mclion Jucuments shull he w�ry�leieJ in the sa p ing season. 9) Preryrt.�oon The: I: h 1 nrA eielle.veslwl'.he.auh'ecunaddmm�ul nuifrnlls �) J P in accordancc wilh Su.lion 2Q326 of �hc Slnndnrd Spwifcalions �ust prior to plucin�_ the HMA counec in ncc inivnre with Seciinn 2C(v) vnd 3D(iii) nf ihis policy Unacecp[ablc nrcas slwll bc cortcclW lo [hc sn[isfaclion of thc 8ngineer M1eCure plawment uCnny nmcrei: iv�M1ing. ii) nll d:pl cemem nr r u 1 �h :'1 xuh�rude nr ng�vee+�e Re�e ehell he rcpnircd prior ro placin� concrUC wrbing C� Wcalha nnd Scasonnl Limi[alions i) Cone�e�ecnrbing shall only be ploced in occoMoncewilh Sec[ion 502.1 I of [he S�an0ar4 S ecifica�ions wi�h �he exce ['on [ha� laremem o era�ions shall P P P P not be m nmil Ihe ambiwt tempuomreis 50°F ond nsn� Plocemen[ uperai uns shall be Oi: vminue0 when [he ambiw[ remperamre ii descending nnd i. 50°For below. A1Ihe discretion of [he Emm�ee� cone�ele mo be Y placed a� ambien[ remperamres less �han co[ed above provide0 [ha[ placemenl, joiming, finishing ond cunng operxlions conform to Sec[ions 502. I I ond 702.11 of [he S[anda�d Specifica[ions. n No mix�ure shall be IaceO on a Rozen sub �ade or A moa[e Base. l P S SS e iii) Under no circums[ances shall wnae[e cu�b be placed belwee�i Decembe� IS and March 30. iv) Ifn coil eubgrnde o� Aroregole Boce oves whieh cone�eleenrb ie lo pineed, ie placed and appmved by [he Ci�y p�ior �o Novembe� 30, placemw[ of Ilw wne�e�e avb will be nllowed np [o Decenber I5, proviAul thot the ombient nnd soil subg�ade o� Aggrega�e Base wdece [emperamre complies wilh �Iw �equi�ememe of Seclion 4C(i) af Ihie policy ond �he pxving commmor poy for Ihe Fe�vicen ofn full limeconulmclion inry�emo� nnd who uholl ncl ne on uutlari'rrd ugcm of thc Engincer. Thc Engincc� shull scicct �hc ronr¢uction inupeclor. v) 11 �h h' �ni and ui I mhyreJc nr AKg y � Nmc mrlaic �cmperwurc compfes i�h[hcmyuvcmw[sofSccYoo4COof�hispolicyM�wccoAprill and April 15, concreie curb slull h allnwed ia he pWced an un upprnveJ voil subgiadc or A�cga�c Basc pinvidal �ha� �hc paviog coohac[or pay for [hc '': ol a lull �ime �I �ion in.vpe I and wha rh II ai� us an uutlarizcd ugcm of thc Ena'nmr. Thc En�'nar shnll scicct �hc ronr¢ucion nvpec�nr. vi) The Engineer reservea Ihe riehl lo euepend all concrele a�rb pincemeN opcm�ions if, in thc opinion of thc Enginccr, thm prcvailinn wca�hcr conJi�ions anJ/or ihe cnndiiion ol ihe SuhyraJe anJ/or �he Ayyrcya�e Nuse nviy ra'ul� in suMmndn�d roncrcm cu�b pinromcnt, cwina nnd finishing. D) Placemen[ i) Gmcreie curb xholl he pinced in uccordunre with Seciinn Sf12.f19, 5f12J2 un� HJS.(kl(c)und6U5D4(J)oftheSwndarJ�pe'f tiunx. ii) Curb machincs nuy M utilixcd in accordancc wi�h Scc[ion GOS.OV(c) and 605.04(h) of �he Smodn�d Specificn[ioos provided tM[ �he eqoipment con(orms to thc rcquismcme o( Scc�ion 508 o(thc 52ndard Spccificntions. � i Fonnwork �hall wm 1 wlth �he re ufrementv ol Sectfon b0ifkl b ol �he �1 PY 4 (1 Smndurd S ec I wiion.v. P iv) Po�ms sMll be removed io acco�dance wi-h Sec�ioo 502.16 and 605.04(b) of the Smnda�J Spenhca�ionv. E) lolmv p lolmv vlmll mnfo�m m the �equi�ememv cf Secuon 503 and 605.04(e) ot the S[andaM Specifica�ions. i�) Joio�ssMllbeinsmlledn[io�e�vnlsofl0feerorless;5-Poo�o�kssnloog raJi lu nu in integral urb and siJewalks shall be Iuca�eJ a� �he same bcaaon ns �he joio�s m �he �djoioingsidewnik.loio�s mey be sawed o� moled tu a minimum dep�h of h-inch. iip P�efovned expansion joinu shall be placed a� intervals of50-feet o� less, at all castings, �he be�innin and end of �II wrb remms, the end ofeach days work and where abunin ex`tin ionnmction. In addi�ion �o �hee re ui�emenu 8 % 9 ex ansion'oims in inte ral cnrb and sidewalks shall be loca�ed anhe same P 1 bca�ion as �he expansionjoints in the adjuining videwalk. F� FinishingandCu�ing i) The on rete urb:lull be finished and u d'n acm danm w'th S ci on 50214502IS5(M�n�60504(I)olih Si � �Sp 'I i. ii) Cu� g iompmnd shull be epplied in ell pixed surfuie� an xl'p li�omed mncrore curh For formed wncre�e curb, cnnn2 compoi�nd shall te applied lo all cxposcA sudaces including sidcs nikr nny fornt nrc rcnwvcd. lii) The concre�e cu�b shall M allowed m cure for a mininnm o[ 5-0ays p�ior m cortuneocin� backfilling opem[ions ndjacem w[he conc�c�e c�rbin�. G) Backlilline I'he r� ai s ad'eiem �a ihe iomre�e wrM1 shull M1e bucAlilled in auoNanie i) � r J with Smion 6QS.U4(�) of thc Smn�ard Spccifcuoom only nficr thc mnax�c curM1iny is inspecieJ and uccepted by �he F'nyineer in accaNance wiih Sec�inn Sof�his olic . P Y ii) Backfillingoperntions shnll M wmplcmtl pno� �o opcning �henm� m rcgular ianvmction irelfic. 5) Inxpenionx A) All maierials lurnished md each partur deinil uf the work will Ae wbject �o inspcc�ion per Sec�ion I0.5.10 of thc SmndoN Spccificutions fo� thc puryomof iertaininy ihut ihe wark is' - bsiantial wNurmanie with thie� pnliiy anJ the approvcd consvuction docnmems'. 13) TI� Contracmr .vhall noiily ihe Fngineer a minimum nf 4N-hnun in udvance ol' cnmmcncing any work subjccl to IM.aandaNs csmblishcA by this policy. C) Tlx ConVaclor shall schcAulc proofiolls with tlx Enginccr n nilnlmum ofVB- hnurv in udvwce ol'xuch prwif�olix. D) The Contmc�m and Enrineer wil I mndoct nn inspection of �he new concre�e <orbingforanydanm�c.indud'n Rc>in orrandomaackaThcinspcitiwiand all neies.vary repartv .vhall he cnmplemd pnnv m huiklJLng npemoon�. F.) Samplin� and teviin� nl'mrterial.v, eyuipmem or cnnvimctinn wnrk may be �eyu �ed a� the expe �: e ol �he Contmnor m the J'' rei on ol Ihe Engineer lor the purpn.v af . irwinm� itui iM wnrk iv in wb: t� t� 1 Nnrma w�ih thn lic and Uw a rovcd �onslmUion docunxnlv. S.�m lino and Icslino vhWl r� r rr r � nliirmmtMmymmmeni.v fth:ictimm�ftheSwndurdSpci�uaiinnv zppliczblc to thc ponion of thc work suspccicd lo hc wmwmplianl or.�s dimacd by the Fnginixr. F) Whe�e the Fnginecrdemrtnine.v that ix necessary io conlirm cnmpliance wiih smndnrds ofqualily orthickncs, concrelc curf� shnll M corcA nnd tc Icd nt tlx expeme of the Convu�iac TM uveruge ihuAn :� e af th� cuob musi equal av uv u v i i s cxcml thc minimum rescritmA b Ihc a r al c n'truclii n di cunwnt . r r rr C) Su�h inspa.tii n: : hall ni t bcwnslnicd lo mlicvc Ihc dcvck per: cn inccrs i r <,�v��n��. yw�yi�<,mm���<,mK������.�d � ��n�i����: d�.m��. wntraUS. Spa.ifically.inspa.lionbylhcEng�ncer �rbymtuincdw�inccrsor t:C gege '�:twll imy tM. t esm p-A'ITi: I ih 'pp ved con.qruclinn Ancumi.ms fnr an mi.vink relalinn nf Ihui rovcd cnn.qniUinn r m rr downxms b[hc contrac�ors dunno cons[maion, o� for �hc nsans and nw�hods Y ofamelrnaion nnr fnr eafel nn Ihe'oh ei1e. Y J H7 W 1'd YI'ed m nnt meei the y i: fth': p I y ih pp oved �' Y docunnrts nmccep� bl - k 1 tl 'tl 1� fp r worAmanvhp : IJ I ti t`I: tr�g th gh � 1:: :: crany otM1avcausafuvd�oaxist 'on tl fvulu m coftM1a ovkshallbc V �^V rved immediwely and repWied in un uuepwble mannev ut the Convanov:r upevs� ❑ IfihcCnnirnGnrPoikmcnnq�qfnnhwithw'uhnnynrdcrmr�cimMrihc pmris uns ol tlm� subxiiiun, tLe Cngineer will Lave amlwriiy m iause i nncccpi�MC wnrk in M rcmcd M nr rcnnvM and rcpl ccA' t c u. c nuwLorzedwurkiubercnuvetr.undwdeJmitl� � t�Gun�any �uniesdueor �o �o�r e�o_ 1 WnrAdonei i� t':i C 'dNh th 1' :h�I1M :'Jered 1 Y P Y B �iepiable � d� b� �i i d te rc�u �al unJ pl e cem in uimrdmm w th the'n.vvuciinnv prnvideJ by ihe fng neer 6) Acceptance A I� f�. .cP� f tl. t. b tM1 C g� - M1 11 d t- T I hc ment:' vubvWntialiom liancewilhthv nlii e ce tloran imprave p p YI x p Y �ov nu cs grnmm> m m �,c ovP�o�m co isrmo� ou mounsms_ R� Thc Fnginccr may a� h's .amc A'.acrcYnn �ccepr xnrk rhar i.a nrn'n nnfnrm�ncc witL tLis polia� provideJ iLat tLe work s W ndeJ fur a per uJ grcaier Wun iLrce yenvt The Fnginecr uhn0 cu��Miah the extendal M1nnd�ng mqn mmem Cily of Carmel Ri�hwf-WayPnving Policy Nnvemher 2, 2 WS q Gcncml A7 Thc work subjce� w[Fc rcquvcmcnts of Ihis policy sMll includc thc produaion, hauliny/J 1� y: prc:.ding Ln�sti ny wmpaii�un and otlmr wurk neie�vary m prepart foundanons, i�stall a��regam bascc �nd insmll one or more murses of hax, intemrcdiu�e, ur mrface hm nux asphul� nuxwrcs within existing ur prnryued n¢ht of weylnr roaJxayc �ux 1 ery Innes anJ a.�piwl� muli -u.ve pmhc. B7 Tlds poGcy shnll be th, basis fo� acceptavice oflhe work by �heCity. Puilu�e [o adherc �o �1�e rcyuirenenu of �hiv pulicy nuy rc.vult in nonacmp�ance uf �he work orolher remeelies oullined in ihis poliry. C7 Wo�km�nslilp, mn[cricix and quality nf the wnrk cnmplcm� xhall conform �o �hc ?U06 SiaWartl Specificai7ons of thc InJlunu Dcparmxn� uf Trunsportei7on Ihercinafier referted [e a.v StanJarJ Specilicazinns), except wherc deviations are ullowed herem, o� w�inncvs prc �mNCd. D) Whe�e�heniinimunivnndurde'ufanyothYgovcmmemnlo�cncyh+vin� iornurrentjurisdictior�. exceed ihe.ve eianJardv, �M: hie�u+r seinJaNs shall apply. E) 11 any plan nrother nae or specilicatinn nn the apprnveJ consvuctinn dncumems cxccMS thc minimum stundurds of this pulicy, ihe hi�hcrsmnJuNs shall npply. F) Noihin� wntaincd her.in slmll bc consvucd ns pinhibitin� tlx Jcsi�n unJ msimit nn oi improvemems rtset ng higher stanJaNs, nor: dxnuragmg �ciosua 'atewv•'nobo'sorvai �csto It t�vcswhieimi p io o t ppropn � �m� � ds f ranc rn cmn� I c i hc w rt d b dvencs in �echnoln and arc a r rvcJ h n�her a cn �ee with PP Y 5Y PP � Y K� concurtcnt jur idlction G All work shall com P wi�h �hc rc vircmcn�s of Scc�ion 105 Oi of �hc Smndard 7 P! 9 s�r�;r�������.,. ip r����mr� rn:.���rm�.� r�y.wnr.rmrir�me�K�rr..,�.�dmm�.���i�y��d �hc Smndard Spccifcazions 'ttihall mcnn. � Thc Cnnncl Ci�y En�inroq smff of �hc Dcpmm�cm ofEn�inronna, o�hc� pevxonnel employwl by the Ci�y of Carmel, or authorieed agrn�(x) �M� may he romincd m rcprr'cn thc Ciry of Cn�mcl. i) ThcHamilmnCoin�yHi�hwayEn�inreqsmffofthcHainil�onCoumy I liyhway Uepartm:m o�her penmrnl empbyed M1y I lam I�on Coun�y o authorizcd a�cro si �hat mn M rcmincd �o rc rescm Handl�on Coum l Y P Y I lighway, depending on the loia� on of �he work. p Au�hority f �he Engireer ovenhe work shall he per Sei�ion 105.111 of the Slandard Spce fcanon. 1 Prior m commcncin ihc wnrk �hc Comracmr crfnrmin �hc wnrk xhall cnnmcl 7 e p e ihe Engineer ia whed�le a prc ionsvuiiion n�eeiing m rcview �he Engineer'.v n.�im t y' enis i�lf fl ��inn reyu enia, reyuireJ mpeii nnn for ccrtnin slaga o[ tic work and ro rcvicw �hc nmhoriry of thc Enginccr ns it relmes m the wnrk. K Unda no circum lancos shall work sub' a to thc 'tandardv cxmAlishcd b thix 1 1� Y pulicy mmmenre wftYOm oMaining appro�ed con'�mcGOn tlrawingn' by �heCiry o(CarmclDc artnxntofEnoinwrino. V e a 2) Fonndalion A� Gaicral i� This i rk �hnll wa:ist of thc constmctii n/prepnmtii n i f Ihc (oundntion In acuN� 'th5 fon10503nftheSivnduNSpciifuaiinm. N) Fxiavai nn anJ Fmbankment i) Poor m bcymningex � f end emM1e k i�rat on: � 11 i ary cicarin rubbin :�al in anJti �:oil �Iri in nnJsuh:c ucntbackGllino P I PP 4 � fno rvmnv�d ivmxwiih n ihe Jope xiakc lim �s xhWl Ae pirliirmc� n ncwrduncc with Soaion 201A3 und 201 (W of thc SmndarJ Spccilicalions. All «�psn 1, vegcia. nq mom, �mmp�, Iriable un� �elomrinux mamr ul shall he complctcly removcd wilhin Ihc IimiLS ol' Ihc slopc smkcc ip Exc.�vations I Aftcrcxcav,�li n crati n: all: n and icldin m�lai�llh�ld c: nol (1 P P Y Y dly cnrtyvct xlwll hi rcrtxircd I wiih n ihi x4 p��� k lim �s and lhc rc ulting vuid shall bc ref�llcd w7th sultablc mnlcn.tl and wmpnctcd In accnrdance wi�h Seciinn 2113 ni ihe SianJard Specificaziom. (2) Any pmnounced �epmxxinn.v within thc xlnpe xtake limitx rc.wl�ing afmr cxcava�ion operati n: : hall M rcfllcJ with suimblc matcn�l and cnmpumJ in au N� i wiih Sect 211i ni the StandaN Specihiaz nm. iii) Embankmenix (p Embnnkmcnts shall be mnntmaW in aavnlance wilh Salion 2U3 uf lhe S�andarA Specdmations. All: n no �eldm m �erinl Ih I d e: n I re.�dil wm �c� AhJI he CZ) � Y �Y Y � df '�H th :lupestak I' '�: p'ortoemM1nnkmem n ernmm. P (3) Any pronounred dcpmssions within �hc slopc smkc limits msullinp nficr cicaring. gmbhing, xalping and ropsoil rcmoval sl�ell bc rcfillcA with suimblc mnlcriil nnd compacmd in acro�dnncc wi�h Scclion 203 of �hc Slnndard Spccfica[ions prior [o anbanknunt operations. (4) Pnur m the wmv f I y M1ankmenL �he originnl grountl wurface wnhintheLmianith i pe:ieke.�:kllh levelednndiheupperfi nchea : n u n ����y�rd � a ���r w m s r � zn3 ��i mr s���a�ti Sp i i mx. (5) Embnnkments shall be shaped m be well drnined nnd sMll bc pro�wmd m prcvcnt crosiov. (fil L�rv�n depth ufeach enibanknrcn� lift, linal compacted dep�h, cunipaniun method nnd compnc[ion mqui�emems shnll be in ncro�dance wilh Seclio� 303 of �hc Smrda�d Spcdfi��ions. (5 SnilSuhgmde.a ) Snbg�adcs sh�ll bcinsmllcd on foundn�ions constmacd in acco�dancc wi�h S Yiun 2fA) anJ EeYiun 2f�3) ol thix pulicy und anly ihe in.viallatiun uCall ntili�ies und snbsurfnce dmins indicmed on �henpproved cons�metion documcn[s �o bc Iccn[cA undc� [hc pnvcmcnt arc complctrd Trcnch bxckfillina wo�k oF thesc installa��ons shall bc in acco�dnncc wilh �hc Ci�y of Cnrnicl Trcnch Bnrkfilling spwifications. ii) '1'he xubgoaJe xhall be slmpeJ m ihe reyuireJ gvaJe anJ seciiunx, free liom all mtx, cnnugntion.a, nv niher ineguluriiiex. ii) Thesubg�adc shall bc unifo�mly proparod, compacmd anA appmvcd in wrdmce with Saciiam 207.1Y2, 20Z03 anJ 207.1M uf ihe StenJa�d S�cilicaiinns. iv) Subyoadex slull Minspecied mtl uppmved by thc 5n�inecr Mfove uny ari.rc�elc bnscorlot mix n: ph�ll pwcmcnt � nre conslructcA. A pioolioll shnll tx� c d t d ac.nN� th Sciiii 20i26 nf thc St� daN S Ifceliins.Ummcclablcem�ssh.�IlbccorrcctcAtothc:nlisl'nctionoflhc a� r Engmeer beturc azy aggreg��e base ur ho� mix asphalt pav ng operations commcncc. v) AI Ihc di:�mti n f Ihc Enginccc Sub�mdc that hv :.�li:l �U rily pv:cA a ���,��r���n, n�i ������ ��<<,�«<d in.:, ���„d „r ia �:,i��d.,. d:,y. �.���� i�� plxcing slone or issub�ecl to o mensn�nble rxin event pno� to plxcing slone, shall he xub�eci m�addiiianal pamf mlix pr nr m placemem ol the Agymgum Base. D) ExisiingPavcment p Mlllin�ofcxlsun�pt�vcmcnisufiaccs5m11bc'm.�ttordanccwnhBccuon s��s.oz vi� ov 3�� os s�� m:,�d ac� nx „nn� sw�a�m s�« r�:,�����, ii) Lix I� d k eas f ih ': t g p� i: t m uniavercd during the m11Ln pro�e': : MII M rep�lrai ln ¢c.ordan�c with Scc6on 304.02, 30403, 3(M.OS no 305 al the SmndaN S ecihcmiam. P iii) Priur lo upening milled arcas lo Iraflic lhe m�lled areas shall be cleaneJ ol'all muleria6 Aehri.a:md di:l re: uli�n; linm �he nper.�iinn. iv Milled �rea.a ihal rem�m n en In trdOc Inn�er �hm �hnse � me: : �i nlxled in ) n a r Scc[ion 306.05 of �hc Smndnrd Spcerfsa[ions shell bc sobjcel ro LquidatW d�rm�erev ouilinul in Sec�inn 105,05 nf �he Slundovd Speciliwiinac The Contrnc�or shall bc responsiblc for paynunt of �hcsc liquida[cA damagcs. 3) A rcga�c B�s s A) Ga�aal ') This k�h II :': t f pP ' y� paited ugyreyate un a prcparcd suil �ube 1 n �uonWn wnh Seii�nn 105.03 ni ihe Stendenl Speuf�wi nna. ii) A�re�nl:8tc mnlcnals �hnll bc in nccordancc wilh ScaGon 301.02 of thc Siandard Specifications. iii) Thc mn[ccinl shnll bc oblaine� Gom a Cctlilicd A��cuilc Pmduccr in auarJania wiih Smtinn 91] ul the S�anJard S�r:cifcaziunv. iv) The Apgreenle &�ce mnlennl sludl be hnndled i�ntl trxnsparled lo, i�nd nn, the wo�k sim�in a mnnmr Ihu mmnmzd scgrcgmion nnd nwiswre Iro-n'. v) A�rsale Bases si�ell M cons�mchd on prepsred fiundations nnd ro Ihickne:: : eq n�l nr �rwter Ihi�n IM+xe indicitled nn the i�pprnved wnelrnUinn docwncn[s. B) Tmnperamm nnd Sensonal Limiln[ions i) The A�y�m@aroBzsc si�ell M pleccd in necordance wi[h [he [empm�amre Ifmitailane nf Seclinn i0 L(M of Ihe Sinnd�mi $pecificn�innx. iil Fmum m�erinl ehull nnt he pb�ced. iii) Agercgw: Aa.ie.c mu.c� he ple�ed md pas.a prnnf rnil pnnr In Nnvemher l0 in oNer lo nllow paving in accordancewith Senion 4C(�v) of this policy. C) Prepa�ation i) Thc prcpamd (oundation shnll bc ficc (rom objcclionzblc or (orcigm m�tcnnl uithetimeol pincement. ii) The mh�rude shull he xuhjec� �o udditionul prnnl'rnll.a in accnNunce with Scelion?0.326 of thc 5[andard Spmificalions just prior [o placing Ihc Agyre� i B�.ve nn �he whgraJe m ��wrdance w th Sect nn 2C(v) nf this poGcy. U oaccepmble areos>hxll he mrzected m �he.a[isfection of �M [n�ineer hefore any Ag�reyate Re.�e s placed. D) Spread�ng J f :h y �) The Ayg. ��ie 13are alwll he.vpread in accnNance w th Sectinn 301.05 nf �he Slandard Spcci(ications ii) Thc Aggrcgalc Basc shall bc compactcd in accordancc with Scction 301.W of ihe StandaN Spenl¢at�an.v. iii) Suhseyuent puving c�mne.v.vhull he pluccd nver �he Aggre�me 13use wi�hin 14 calcndurdays. Aggrcgmc Bascs Ihnt luy cxp¢�cd (or n period o(timc grea�cr ihun 14 c ilen�ur �uya nr experienie u meamreble ru n event prinr m �he placcmcnl ofwbscqucnt pnving courscs shnll bc wbjccl lo inspcctlon nnd accepian�e by the I'nyineer A� �he d icre�inn nf the I'ng neer add tinnal pnrif rolls may hc rcquircd 4) Asphall Pnvcmciol A) Grncml i) Thiswodcshnllcortsis�ofplacingonconnomcouacsoPoaeqiNCnnrdinlc, or m�fice ho� nux usphnl[ (HMA) nuxmrea on a prepareA fiunda[ion in acmrd�nae wilh Sedion 105 Ol nf Ihe SL nAard SpemOc�t�nnz. ii) HMAM�c,intcnncAinlc rmdtmcmixwicshellMconswctcdonprepurcd foundafa u and to �hicknesxes equal or grea�er than thm'e indicaled on Ilu upprovN constmclion dowmcNS. iii Ma�eriala i�sed in Ihe mduction of �he HMA mixtures slv�ll be in acwrdance ) P with Sec�nn 40L03 nf the SmndaN Specificutions. iv) Equipmem for HMA opera�iona includine but ml limited ro pmduc�ion. haulin�/t�an: pormtion, laydown. �ompa�iion and misc.cllancou�nncillury ac�ivity shall be in acrordance with Sec[ion 409 of �he Slandard SpcciG�ationv. v) Insmllm�on of �he fi�ll pnvemem iechon mdmoted on the npproved mximit�on doiumenic Gir the entme aoeu m be puved muxi he camplemd m �he c�me pavine s'ea�on. v1) Wldcnlnr operaGonr sht�ll comply w7th Ihc following: (p Thc amsldc face of thc cxcwaicd E�r��n shull M Icft m nenrly �crtiwl ro� thc ��, �,h. m�«.,�� w;�� �r.m;, ��� ��„ w,��.,�,� ,hr , �� �,m,,.,,� �hc w idcning section. (2) Thc cxis�ing pnvcmrnt udJucem m thc widening urcn .hull M suwcut m u clean edge (3) Th - bgraJe in ihe widene� arca stull he iampaited in aiinrvlarne with �hir policy. (4) Wid��in� inixmres elwll comply wi�h �hc pavcmrnucction indica�ed on ihe upprnveJ cnnvvuciian dacuments. (5) Campeition nl the w'� ning shull M in uuorvlunie wiih Seiiion 304.05 nC �hc So�ndnrd SpmiFica�ions. s� e�epe��e�mo i) The Aey i 14 :: hull he wh�ui m �dd i I p f Il.a m �un�dance withSewan20326aItheStanJardSpeil �f i:j:tp'�rmpWiingihe HMA :: d ih S � iD( ) f th: p Liy.11mccepiahle � s�h I M1e � t d i ih �mis�aiiian I the hngineer belbre any puving npe[el n inmmenie. ii) Alldisplemmento<<auiogof�hcAg�ta�eBoseshollbe�epairedp�io�m pincing HMA mix�ur¢ iii) Milled aphali mrfaces shall he iackeJ in uccordunce with Sectiun JIM uf ihe Sinndnrd Speullcatinnc W iv) Asplwl� sndaccs bmwccn con�ses sholl bc tackcd in nccorclancc ith Scc�ioo 4l/5ulih St�nJ�rdSpe'f �Y i- v) Cumaci eud�iex u� iurbing, yuue�x, manh dex, �nd uther svu yu�es sh�ll be mcked in occo�dnncc wi�h Scc�ion 406 of�hc Smndn�d Spccifica�ioos. vi) Sn�hcesoowhichamixmroispincedsAallliefiee@omobjectiooableo� Ibrelgn maie�ials m ihe iintt ul placemeni. vii)Tuck Cnu1 m�tleriul ahull he dialnFuled wilhequipmenl meelino Ihe roqniroinen�s of Scclion 409.03(a) of Ihc Smodn�d Spccificn�ioos. C) Wcn[ha and Scnsonal Limi�allons i) HMA comacs shall bc placcd whco �hc ambiw� �cmpcmmre and �hc �empem�ure nf ihe aurlhce nn which ii is io he pWced ia 45`P (]`C) ornMrve. The Enei neer sMll dem�mioc [he nmbicn[ rom enuve. There sha0 be o0 P pmvisinm fnr Inw iempemiure nimpuciinn ullnwed Fy Semion 602J6 nf ihe Smndard Spccificn�ions. ii) No mixWUC shall bc pinccd oo a Gozw subgadc. iii) Undcr no�cimums�nnccs shall HMA nunures bc placcd bc�wccn Dcccmba� IS unJ Murch 30. iv7 Ifu Ibmcniion ihoi i� m receive nne nr mnre nmreee nf Fnse, imermedime, or snnc�c HMA mixmms is placcd anA AcmnninrA la bc m� appravcd (auodnliao by �he Cir,y p�io� to Novembe� 30, placement of HMA courses will be allowed np lo Derember I5, proviAed �hnl lhe nmbiem nnd fmndnlioo snrface �ein enmrecom lieswith�he�e uiremeotsof5ection4C ofihis olic P P 9 (l P Y and Ihe pavm� commmo� pny for Ihe s'e�vicea ofn PoII �ime cons'���¢�ioo inFpccror and who shnll acl ns an nuUronzcd ngcnl of thc En�inccc Thc Enginee� shnll selecl �he cons'In¢�ion inspu�or. v) If�he ambienl nnd fmndnlion snrfnce �empe�am�e complies' wi�h �he reyuire �e n' of SecCon 4C(i) of this policy between April 1 nod Ap�il I5, HMA i i shall he ellowed m M leied on en u ived limnduiinn wrs P pPn rov�ded that �he avmo commcmr a fonhe serv ces of a full mra P P � P Y nmtruc� on nspe mr und wMi xlull ei� u� � ih `�d agem ol'ihe En�mee� The En�meer shall selec� �he coo: w i on'ospec�or. v7)TheEngineerrcervceihcrihn mspcnd Ilpv7n �per�tionsif,inihc opinion af Ihe En�neer. IMl pre �iling wea�he� conAnions nnd/o� �he conJiiiono(ihc SuM1gmJC anNor ihe A�rcgmc Basc m:�y resul� in nbs�nnA �d HMA Incemem e rendin� ond finiehin�. P V e � D) Spmading � J F' ishmg i HMAw uvva ) ce.hollbe keeAu ononn rovedfoundnhonorolherHMA P V VP cou�re b means of la �down ui men� in acm�dance wilh Sec[ion 409.03 c Y O 7 e+l P of the Sta�darA Specificalions. ii) Seyreg Ci� �r IL shin� or bleeAin� of HMA mixmrex will not be permiued. CortecYv, action shall b� taken [o prevent cominua[ion of �luse condi�ions. Seyrcgnm�l �r Ilnshed or bleeAinn HMA mixmres sh�ll he removeA if direaeA. iii) All n�eaxphowing on exce�e m deficiency of binder vholl be removeA ond rc laccd. P rv) All HMA mixmros tlu� bcromc loosc nnd brokcq mixrd with dirt, oris in any way del �(ve shall M1e rcmoved and rcplaced. e) loinfx i) Jnintx shull c�mfnrm in ihe reyuirementx ni'Sectinn 4111.15 nf the Swn�urd Spccifcations. F) Compoclion i) The HMA mixmre sh�ll te compncled with eqnipmem in amordnnce wilh Sec�ion 409.03(d) of Ile S[andard Specifications immedia�ely afier �he m xwre hav hin spreed and fni.vhed. ii) Rollers ehnll nm exace nndne d6ploeemem, crxekin�, arshovine. 5) Iameclions A) All mnlennle Pomiehetl nntl each purl ur tieloil ollhe work will he subjecl lo inspu�ion per Sec�ion 105.10 of the S[andard Specifica[ions for [he puryose of aeculninine Ihot Ihe wa�k i.a in.anbemmiol conformonce wi�h ihiF policy ond ihe appmvcd co�u�mc[iun ducumen�s. B) The Connaclor slull no�ify [he Engineer a minimum of 48-Iwurs in advance of commencin� nny work snhjecl �o Ilc smndaNs esmbiiched by Ihi.a policy. C) The Cnntrnmor Fhnll Fchednle proof�olis with �he F.n�ineer o minimnm of 4& Imws in advanm ufsuch proofrolls. D) Sampling and [csling of nw[crials, cquipmcnt or mnswc[ion work may bc reyuircd w the expeme ul ihe Convac�ar m the Jiecrctiun ul �he Enyineer fur the pnrposcofasccrtainin� Ihnl lhc wo�A is in substantial conformancc wilh this pulicy anJ the approved cuns�mction documen�x Sanipling anJ �ee�ing shali confonn m tlxx requimmcros of thc scctions of tlic Smndn�d Spccificmions' applicable m the purtiun ul the wurk mspecmJ m Fe nun wnipiium ur av dircc�ed by [hc Entineer. E) WhcretheEnginec�dmemiinestAatanecessary�omnfi�mcomplianmwith : wnJ�Ns of valii ur thiikness v nenix sFull be wrcd mW tesmd ai �he 4 Y P eaperse of theConttac�or. The aw�a�c �hicknesses of all conacs mns� equnl o� exie J the minimum rcsuibeJ b ihe a ruveJ imnvuiiion doiunrcnt.v and na P Y PP sm�le mre shall show a deficicncy �rea�crth�n one Iv�lf mch (1/2' ) m any coursc ur mtil ihiiknexs trum the pavenrcm seiiion indiiated un ihe uppmved mnsttvc�ion docvmcnts. � Svch inspections shall not be cons��vrA �o �eGeve [he devclopers' cnginecrs or mitucm�s in any way fmm the r ublfgatiuns m�d re punsibfG�ies under �heir mntne�s. Spaifically, inspec�ion by �he En�inceq o� by retained enginecrs o� tenfng agennes shall nm reyufre them m axsume re�p iu56illiies for ihe npproved mnsttvc�ion docvmcnts, for any m�simc�prom�ion of [he approvcd cons�mmion Jucumenix by the wmrayun' Junng ionstmciion, ur for �he nreun' nnd meihotls ofconshuc�ion, m� fo� sofmy on �he job snc. G) Wo�k idcntified m no� meet tAe requi�emems of �his poGcy o� the app�oved coretmcl7on docunienul unacceptuble work, whether Ihe raull of poor wnrkrtwmhip, use nf �efecove m tirialv Jamage ih ugh iarclusnevs, nr any othcrwusc found to exist prior to ihc fn.�l.mccpmncc of ihc work, shnll bc renoied i nmedia�ely and �eplaced in an accep[able manne� at [he Com�actor's expeme. H) If tle Conhaeroc hils [o comply fonhwi�h wnh aoy o�der mude uoder �he provisions of �his subs�cooq Nc Eogiocc� will tmvc au0anty m rnusc unacm [able work �o be re�nedied or renwved m�d ie laced' �o cause P V unautlim¢cd work m M rcmovcd; uod fo dcdurt [hc cosu Gom any monics duc or �o become due. 1) WorkJnn a � y �'nr�mi�ionv pravided M1y �he Enyine r shull he ianvidereJ unuccepmblennd eab�u� la immedm�e remavnl und �epineemenl in wwrdnnce wiih ihe imvui�iam proviJeJ M1y ihe 8ngineer. bl Accep�am:e A) N I pe I y phm I �i i �he h y : hall �e�ermme J �hcl� io�cncn[ nrc'n'ub:mnialcom I'anccw'[h�h. olc cxcc tforan P P P Y( P Y vao an es gcamed) unJ �he appmved ianximi�ian doiumenis tl) 'fhe Bngineer � y, e� his xale dixirc�ion aiiep� wod �ha� ix noi in ioNortwnie w �h �his poliry pro�'dcd �Mt �hc work is bondcd Po� n pcnod grmm� than thrcc yean. The Hngineer slwll eswM1lish ihe exiendeJ Mmdiny rcyuircment. N [h N r 0 H w � m � o V � N 7 J w C f K Q U O H U C a J = N K � K M M 0 0 3 m � m � U N � VI Z O r a U � U W a/� VJ V Z � � a 0 Z a WN I..V � U W J^ I..L L W � � Z � � Z Vi J O � � Z � � Z a 2/� VI Z � OL r � Q J U � �. : � Q:`o a� m'rc O o o� ¢im z0 a � I�J m y�;'b O� s � "--_ � Z � � Z J W LN I..V � U ✓ � � � � ^ � V O � �� 1^"In � .0 U V � � � � � � ZW m c � � \ � P � � � �llvi�0."',� c �ll •� '• rn�0; Z� Z .0 C . � . 1 \n 0 . � C � I O ' � .0 V � �JO WOmC Q. C Z, �, � �� W m M 0� �Z�.Cm � J c � J�^\� � � � � � �m M `M-.I lll � j�� W W Project No: 10135M Sheet No: C508 NOTE: ALL ABBREVIATIONS MAY NOT BE USED. ABBREVIATIONS SINGLE POLE SINGLEPHASE ONEWAY TWOCONDUCTOR TWOWAY THREECONDUCTOR THREEPHASE THREEWAY QUADRUPLE RECEPTACLE OUTLET FOURPOLE DOUBLE THROW FOURPOLE SINGLE THROW FOURWIRE FOURWAY ABOVE COUNTER ARMORED CABLE AMERICANS WITH DISABILITIES ACT ADJACENT ABOVE FINISHED FLOOR ABOVE FINISHED GRADE AMPERE INTERRUPTING CAPACITY ALUMINUM AMPERE ANNUNCIATOR ACCESS POINT (WIRELESS DATA) AS REQUIRED AMPS SHORT CIRCUIT AUTOMATIC TRANSFER SWITCH AUDIO VISUAL AMERICAN WIRE GAGE BUCKBOOST TRANSFORMER CEILING MOUNTED COMMUNITY ANTENNA TELEVISION CIRCUIT BREAKER CUSTOM COLOR AS SELECTED BY ARCHITECT CLOSED CIRCUIT TELEVISION CUSTOM FINISH AS SELECTED BY ARCHITECT CONTRACTOR FURNISHED/ CONTRACTOR INSTALLED CONTRACTOR FURNISHED/ OWNER INSTALLED CIRCUIT CONSTRUCTION MANAGER CONDUIT CONVENIENCE OUTLET CONTRACTING OFFICER'S REPRESENTATIVE CONTROL PANEL CURRENT TRANSFORMER CABLE TELEVISION COPPER UNIT OF SOUND LEVEL DOUBLE POLE DOUBLE THROW DISCONNECT SWITCH EACH EMERGENCY ELECTRICAL METALLIC TUBING ELECTRICAL NONMETALLIC TUBING EMERGENCY POWER OFF EQUIPMENT EXISTING FURNITURE MOUNTED FIRE ALARM FIRE ALARM CONTROL PANEL FULL LOAD AMPS FLEXIBLE METALCONDUIT FREIGHT ON BOARD FULL VOLTAGE NONREVERSING FULL VOLTAGE REVERSING GROUND GENERATOR GROUND FAULT CIRCUIT INTERRUPTER GROUND FAULT PROTECTION HEAVY DUTY HIGH INTENSITY DISCHARGE HANDOFFAUTOMATIC HORSE POWER HIGH POWER FACTOR HIGH PRESSURE SODIUM HIGH VOLTAGE HERTZ ISOLATED GROUND INTERMEDIATE METAL CONDUIT INSULATED/ISOLATED INPUT/OUTPUT INFRARED JUNCTION BOX KV KVA kVAR kW kWh LED LFMC LFNC LPS LRA LTG LV MATV MAX MC MCA MCB MCC MCP MDP MG MH MIN MLO MOCP NA NC NEC NEMA NFC NFPA NIC NL NO NTS OC OCP OF/CI OF/OI OFP OH DR OL PB PF PH PNL PT PTZ QTY R RCP RMC RNC RPM RR SCA SCBA SF SFBA SPDT SPEC SPST S/S ST SWBD SWGR TL TP TP TTB TV TVSS TYP UF UGND UPS V VA VFC/VFD W/ W/O WP XFMR 1P 1PH 1WAY 2/C 2WAY 3/C 3PH 3WAY 4OUT 4PDT 4PST 4W 4WAY A AC ADA ADJ AFF AFG AIC ALUM AMP ANN AP AR ASC ATS AV AWG BB XFMR C CATV CB CCBA CCTV CFBA CF/CI CF/OI CKT CM CND CO COR CP CT CTV CU dBA DPDT DS EA EM EMT ENT EPO EQUIP EX F FA FCP FLA FMC FOB FVNR FVR G GEN GFCI GFP HD HID HOA HP HPF HPS HV HZ IG IMC IN/IS I/O IR JBOX KILOVOLT KILOVOLT AMPERE KILOVOLT AMPERE REACTIVE KILOWATT KILOWATT HOUR LIGHT EMITTING DIODE LIQUID TIGHT FLEXIBLE METAL CONDUIT LIQUID TIGHT FLEXIBLE NONMETALLIC CONDUIT LOW PRESSURE SODIUM LOCKED ROTOR AMPS LIGHTING LOW VOLTAGE MASTER ANTENNA TELEVISION SYSTEM MAXIMUM METAL CLAD MINIMUM CIRCUIT AMPS MAIN CIRCUIT BREAKER MOTOR CONTROL CENTER MOTOR CIRCUIT PROTECTION MAIN DISTRIBUTION PANEL MOTOR GENERATOR MANHOLE MINIMUM MAIN LUGS ONLY MAXIMUM OVERCURRENT PROTECTION NOT APPLICABLE NORMALLY CLOSED NATIONAL ELECTRICAL CODE NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NATIONAL FIRE CODE NATIONAL FIRE PROTECTION ASSOCIATION NOT IN CONTRACT NIGHT LIGHT NORMALLY OPEN NOT TO SCALE ON CENTER OVER CURRENT PROTECTION OWNER FURNISHED/ CONTRACTOR INSTALLED OWNER FURNISHED/ OWNER INSTALLED OBTAIN FROM PLANS OVERHEAD (COILING) DOOR OVERLOAD PUSHBUTTON POWER FACTOR PHASE PANEL POTENTIAL TRANSFORMER PAN/TILT/ZOOM QUANTITY REMOVE REFLECTED CEILING PLAN RIGID METAL CONDUIT RIGID NONMETALLIC CONDUIT REVOLUTIONS PER MINUTE REMOVE AND RELOCATE SHORT CIRCUIT AMPS STANDARD COLOR AS SELECTED BY ARCHITECT SQUARE FOOT (FEET) STANDARD FINISH AS SELECTED BY ARCHITECT SINGLE POLE, DOUBLE THROW SPECIFICATION SINGLE POLE, SINGLE THROW START/STOP SINGLE THROW SWITCHBOARD SWITCHGEAR TWIST LOCK TELEPHONE POLE TWISTED PAIR TELEPHONE TERMINAL BOARD TELEVISION TRANSIENT VOLTAGE SURGE SUPPRESSER TYPICAL UNDERFLOOR UNDERGROUND UNINTERRUPTIBLE POWER SUPPLY VOLTS VOLT AMPERE VARIABLE FREQUENCY MOTOR CONTROLLER WITH WITHOUT WEATHERPROOF TRANSFORMER INDICATED: THE TERM "INDICATED" REFERS TO GRAPHIC REPRESENTATIONS, NOTES, OR SCHEDULES ON THE DRAWINGS, OTHER PARAGRAPHS OR SCHEDULES IN THE SPECIFICATIONS, AND SIMILAR REQUIREMENTS IN THE CONTRACT DOCUMENTS. WHERE TERMS SUCH AS "SHOWN", "NOTED", "SCHEDULED", AND "SPECIFIED" ARE USED, IT IS TO HELP THE READER LOCATE THE REFERENCE, NO LIMITATION ON LOCATION IS INTENDED. DIRECTED: TERMS SUCH AS "DIRECTED", "REQUESTED", AUTHORIZED", "SELECTED", "APPROVED", "REQUIRED", AND "PERMITTED" MEAN "DIRECTED BY THE ENGINEER", "REQUESTED BY THE ENGINEER", AND SIMILAR PHRASES. APPROVED: THE TERM "APPROVED", WHERE USED IN CONJUNCTION WITH THE ENGINEER'S ACTION ON THE CONTRACTOR'S SUBMITTALS, APPLICATIONS, AND REQUESTS, IS LIMITED TO THE ENGINEER'S DUTIES AND RESPONSIBILITIES AS STATED IN GENERAL AND SUPPLEMENTARY CONDITIONS. FURNISH: THE TERM "FURNISH" IS USED TO MEAN "SUPPLY AND DELIVER TO THE PROJECT SITE, READY FOR UNLOADING, UNPACKING, ASSEMBLY, INSTALLATION, AND SIMILAR OPERATIONS." INSTALL: THE TERM "INSTALL" IS USED TO DESCRIBE OPERATIONS AT PROJECT SITE INCLUDING THE ACTUAL "UNLOADING, UNPACKING, ASSEMBLY, ERECTION, PLACING, ANCHORING, APPLYING, WORKING TO DIMENSION, FINISHING, CURING, PROTECTING, CLEANING, AND SIMILAR OPERATIONS." PROVIDE: THE TERM "PROVIDE" MEANS "TO FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE." INSTALLER: AN "INSTALLER" IS THE CONTRACTOR OR AN ENTITY ENGAGED BY THE CONTRACTOR, EITHER AS AN EMPLOYEE, SUBCONTRACTOR, OR SUB SUBCONTRACTOR, FOR PERFORMANCE OF A PARTICULAR CONSTRUCTION ACTIVITY, INCLUDING INSTALLATION, ERECTION, APPLICATION, AND SIMILAR OPERATIONS. INSTALLERS ARE REQUIRED TO BE EXPERIENCED IN THE OPERATIONS THEY ARE ENGAGED TO PERFORM. TECHNOLOGY SYSTEMS: THE TERM "TECHNOLOGY SYSTEMS" IS USED TO DESCRIBE ALL LOW VOLTAGE SYSTEMS GENERALLY REFERRED TO AS "SPECIAL SYSTEMS". THESE SYSTEMS INCLUDE BUT ARE NOT NECESSARILY LIMITED TO ALL SYSTEMS WHICH UTILIZE VOLTAGES OF LESS THAN 71 VOLTS SUCH AS SOUND SYSTEMS, VIDEO SYSTEMS, TV SYSTEMS, SECURITY SYSTEMS, VOICE AND DATA CABLING SYSTEMS, ETC... NOTE: ALL DEFINITIONS MAY NOT BE USED. DEFINITIONS THE LOCATION, CAPACITY, AND VOLTAGE OF THE LINES ARE ALL IN ACCORDANCE WITH DATA GIVEN THIS OFFICE BY THE UTILITY COMPANY. COORDINATE WITH THE LOCAL UTILITY COMPANY FOR THE INSTALLATION OF THE ELECTRICAL SERVICE. COMPLY WITH UTILITY REGULATIONS. REPORT DISCREPANCIES TO THE ENGINEER. SITE COORDINATION INDIANAPOLIS POWER 1 MONUMENT CIR INDIANAPOLIS, IN 46204 DATE: 2/9/2012 PHONE NUMBER: 3172615277 PERSON CONTACTED: NORM SCHOPPENHORST ELECTRIC UTILITY BRIGHTHOUSE NETWORKS STREET NUMBER OR PO BOX? CITY, STATE, ZIP CODE? DATE: PERSON CONTACTED: JASON KIRKMAN PHONE NUMBER: 3176329077 Ext. 258 TELEPHONE UTILITY AT&T BROAD BAND SERVICES STREET NUMBER OR PO BOX? CITY, STATE, ZIP CODE? PERSON CONTACTED: PHONE NUMBER: DATE: CABLE UTILITY CONTRACT LIMIT LINE: DASHDOT, WIDE LINE. PROPERTY LINE: DASHED, WIDE LINE. DEMOLITION LINE: DASHED, MEDIUM LINE. EXISTING TO REMAIN LINE: THIN LINE. HIDDEN FEATURES LINE: HIDDEN, THIN LINE. NEW LINE: MEDIUM LINE. MATCH LINE INDICATOR: CENTER, EXTRA WIDE LINE. BREAK, ROUND. BREAK, STRAIGHT: TO BREAK PARTS OF DRAWING. EQUIPMENT INDICATOR. REVISION INDICATOR. KEYNOTE INDICATOR. ROOM OR SPACE NUMBER. ELEVATION OR SECTION INDICATOR, INTERIOR: A5 INDICATES ELEVATION OR SECTION NUMBER, E201 INDICATES DRAWING SHEET WHERE ELEVATION OR SECTION IS SHOWN. ELEVATION OR SECTION INDICATOR, EXTERIOR: A5 INDICATES ELEVATION OR SECTION NUMBER, E201 INDICATES DRAWING SHEET WHERE ELEVATION OR SECTION IS SHOWN. DETAIL INDICATOR: A5 INDICATES DETAIL NUMBER, E50 1 INDICATES DRAWING SHEET WHERE DETAIL IS SHOWN. REFERENCE AND LINE SYMBOLS MATCH LINE SEE XX/XXXX CU1 1 1 100 A5 E201 A5 E201 A5 E501 CABLE TRAY ABOVE ACCESSIBLE CEILING. LADDER RACK. JUNCTION BOX, CEILING.C EARTH GROUND (ONELINE DIAGRAM). PULL BOX. JUNCTION BOX, SYSTEMS FURNITURE POWER CONNECTION.SP JUNCTION BOX, SYSTEMS FURNITURE COMMUNICATION CONNECTION.SC JUNCTION BOX. CONDUCTOR & CONDUIT ("CC") SCHEDULE INDICATOR. REFER TO ONELINE DIAGRAM. CONDUIT STUB. DIMENSION RECORD DRAWINGS AND MARK. LOW VOLTAGE WIRING: DIVIDE, MEDIUM LINE. WIRING TURNED DOWN OR AWAY FROM OBSERVER. WIRING TURNED UP OR TOWARDS OBSERVER. WIRING. WIRING METHODS CC J PB J J J 1 WIRING AND/OR RACEWAY: THIN LINE. WHERE "X" = : CATV = CABLE TELEVISION CCTV = CLOSED CIRCUIT TELEVISION FA = FIRE ALARM FO = FIBER OPTICS I = INTERCOM OTHERS AS NOTED IN OTHER SCHEDULES. RACEWAYS AND WIRING SHALL BE SIZED AS SHOWN AND/OR SPECIFIED. X NC = NURSE CALL P = POWER RC = RIGID CONDUIT S = SOUND T = TELEPHONE TV = TELEVISION BRANCH CIRCUIT HOME RUN TO PANELBOARD: NUMBER OF ARROWS INDICATES NUMBER OF CIRCUITS. LETTER AND NUMBER NOTATIONS IDENTIFY PANEL AND CIRCUIT NUMBERS. NUMBER IN BOX REFERS TO THE CONDUCTOR AND CONDUIT SCHEDULE. FOR BRANCH WIRING USE #12 CONDUCTORS, EXCEPT #10 CONDUCTORS SHALL BE INSTALLED IF DISTANCES EXCEED THOSE SPECIFIED IN THE ELECTRICAL SPECIFICATIONS. 1 A1,3,5 BRANCH CIRCUIT HOME RUN TO PANELBOARD: NUMBER OF ARROWS INDICATES NUMBER OF CIRCUITS. LETTER AND NUMBER NOTATIONS IDENTIFY PANEL AND CIRCUIT NUMBERS. USE #12 CONDUCTORS, EXCEPT #10 CONDUCTORS SHALL BE INSTALLED IF DISTANCES EXCEED THOSE SPECIFIED IN THE ELECTRICAL SPECIFICATIONS. A1,3,5 WIRING DEVICES RECEPTACLE, DUPLEX, WEATHERPROOF: NEMA 520R. WP RECEPTACLE, DUPLEX WITH GROUND FAULT CIRCUIT INTERRUPTER, WET LABEL, "WEATHERPROOF IN USE": NEMA 520R.W RECEPTACLE, DUPLEX, TAMPER RESISTANT: NEMA 520R. T SWITCH, WEATHERPROOF. SWITCH, TIMER OPERATED. SWITCH, PILOT LIGHT. SWITCH, OCCUPANCY SENSOR. SWITCH, FOURWAY ("x" INDICATES FIXTURES CONTROLLED ).X SWITCH, THREEWAY ("x" INDICATES FIXTURES CONTROLLE D). X SWITCH, DOUBLE POLE ("x" INDICATES FIXTURES CONTROLLED).X SWITCH, SINGLE POLE ("x" INDICATES FIXTURES CONTROLLED).X SWITCH, DIMMER. DROP CORD. SEE DETAIL. MULTIOUTLET ASSEMBLY: NEMA 520R. RECEPTACLE, CLOCK HANGER: NEMA 515R. RECEPTACLE, RANGE: NEMA 1050R. RECEPTACLE, DRYER: NEMA 1030R. RECEPTACLE, SPECIAL PURPOSE. PROVIDE RECEPTACLE TO MATCH EQUIPMENT PLUG. RECEPTACLE, QUADRAPLEX WITH GROUND FAULT CIRCUIT INTERRUPTER: NEMA 520R. RECEPTACLE, QUADRAPLEX: NEMA 520R. RECEPTACLE, DUPLEX WITH GROUND FAULT CIRCUIT INTERRUPTER, WEATHERPROOF: NEMA 520R.WP RECEPTACLE, DUPLEX WITH GROUND FAULT CIRCUIT INTERRUPTER: NEMA 520R. RECEPTACLE, DUPLEX, DEDICATED CIRCUIT: NEMA 520R. D RECEPTACLE, DUPLEX, CEILING: NEMA 520R. C RECEPTACLE, DUPLEX, ABOVE COUNTER: NEMA 520R. A RECEPTACLE, DUPLEX: NEMA 520R. WP T P OS 4 3 2 D D J C R D DF RECEPTACLE, DUPLEX WITH GROUND FAULT CIRCUIT INTERRUPTER, DRINKING FOUNTAIN: CONCEAL WATER COOLER RECEPTACLE BEHIND WATER COOLER. SEE MECHANICAL/PLUMBING SHOP DRAWINGS FOR INSTALLATION REQUIREMENTS. FLUSH FLOOR BOX. "#" SHOWN ON DRAWINGS. REFER TO WIRING DEVICE SCHEDULE IN THE ELECTRICAL SPECIFICATIONS FOR CONFIGURATION AND DEVICES. FB# FLUSH FIRE RATED POKE THRU. "#" SHOWN ON DRAWINGS. REFER TO WIRING DEVICE SCHEDULE IN THE ELECTRICAL SPECIFICATIONS FOR CONFIGURATION AND DEVICES. PT# CHIME.C DOORBELL. TRANSFORMER. UTILITY POLE. SITE ELECTRICAL AND COMMUNICATIONS UTILITIES T LOW VOLTAGE LIGHTING TRANSFORMER. EGRESS DIRECTION ARROW. NLNIGHT LIGHT: DO NOT SWITCH. EMEMERGENCY. FIXTURE IDENTIFICATION, EMERGENCY WITH BATTERY PACK, CONNECTED TO GENERATOR AS INDICATED: (W3) INDICATES FIXTURE TYPE AS SCHEDULED. (W3) FIXTURE IDENTIFICATION: (W3) INDICATES FIXTURE TY PE AS SCHEDULED. (W3) LIGHTING (REFER TO FIXTURE SCHEDULE FOR SYMBOLS) LV OCCUPANCY SENSOR, SWITCH PACK. TIME CLOCK. PHOTOCELL. OCCUPANCY SENSOR CONTROL RELAY. OCCUPANCY SENSOR, ULTRASONIC, OMNIDIRECTIONAL, CEI LING.U OCCUPANCY SENSOR, DUAL TECHNOLOGY, DIRECTIONAL. OCCUPANCY SENSOR,DUAL TECHNOLOGY, WALL. OCCUPANCY SENSOR, DUAL TECHNOLOGY, OMNIDIRECTIONAL, CEILING. LIGHTING CONTROL SP TC P R VOICE CABLE, CATEGORY 3 (ONELINE DIAGRAM).V DATA CABLE, CATEGORY 5 (ONELINE DIAGRAM).D LAN RACK, FLOOR STANDING. TELEPHONE TERMINAL BOARD, FIRE TREATED PLYWOOD PAINTED. OUTLET, BUILDING STANDARD COMBINATION TELEPHONE/ DATA COMMUNICATION. OUTLET, DATA COMMUNICATION ("X" INDICATES QUANTITY OF CABLES).X TELEPHONE, WALL MOUNTED: WALL PHONE.W TELEPHONE, WALL MOUNTED: PAY PHONE.P TELEPHONE, WALL MOUNTED ("X" INDICATES QUANTITY OF CABLES).X STRUCTURED CABLING SYMBOL LEGEND SYMBOLDESCRIPTION SYMBOL LEGEND SYMBOLDESCRIPTION 324 S. State St., Suite 400 Salt Lake City, UT 84111 8006787077 8013285151 fax: 8013285155 www.spectrumengineers.com SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: MHTN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 5956700 Telefax (801) 5956717 www.mhtn.com 7/ 1 9 / 2 0 1 2 3 : 5 7 : 0 2 P M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ c l s \ D o c u m e n t s \ 1 0 0 7 5 E l e c C e n t r a l _ c l s . r v t SHEET INDEX, ABBREVIATIONS, GENERAL NOTES EE001 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R D A Y S A I N T S RRP DGH 2011507 100% CD REVIEW JULY 19, 2012 ELECTRICAL SHEET INDEX EE001SHEET INDEX, ABBREVIATIONS, GENERAL NOTES EE002SYMBOLS LEGEND EE501DETAILS EE502DETAILS EE701TYPICAL MOUNTING HEIGHT DETAILS ES101ELECTRICAL SITE PLAN ES102SECURITY SITE PLAN EP100BASEMENT POWER PLAN EP101FIRST FLOOR POWER PLAN EP102MECHANICAL LEVEL POWER PLAN EP103LIGHTNING PROTECTION PLAN EP104UTILITY BLDG ELECTRICAL PLANS EP105ROOF POWER PLAN EP401ENLARGED POWER PLAN EP501LIGHTNING PROTECTION DETAILS EP601ONELINE DIAGRAM EP602EQUIPMENT SCHEDULE EP603PANEL SCHEDULES EP604PANEL SCHEDULES EP605PANEL SCHEDULES EP606DETAILS EP607DETAILS EL100BASEMENT LIGHTING PLAN EL101FIRST FLOOR LIGHTING PLAN EL102MECHANICAL LEVEL LIGHTING PLAN EL103ROOF LIGHTING PLAN EL401ROOF LIGHTING SECTIONS EL501LIGHTING RELAY DETAILS EL502LIGHTING DETAILS EY100BASEMENT AUXILIARY PLAN EY101FIRST FLOOR AUXILIARY PLAN EY102MECHANICAL LEVEL AUXILIARY PLAN EY103ROOF AUXILIARY PLAN EY104UTILITY AUXILIARY PLAN EY601VSS SECURITY SYSTEM EJ100BASEMENT PLAN AV LAYOUT EJ101FIRST FLOOR PLAN AV LAYOUT EJ210AV ROOM WALL ELEVATION AND SECTION EJ510AV EQUIPMENT SCHEDULE, BOX DETAILS EJ610AV RISER, NETWORK PATCH, ELECT EQUIP SCHEDULE FA100BASEMENT FIRE ALARM PLAN FA101FIRST FLOOR FIRE ALARM PLAN FA102MECHANICAL LEVEL FIRE ALARM PLAN FA601FIRE ALARM RISER TA310SECTIONS ALTAR, IR TRANSMITTER, SPEAKERS TA520CONNECTOR WIRING DIAGRAMS TA530CONNECTIONS DEDICATION OUTLET, DEDICATION CO NTROL TA540CONNECTIONS FONT TABLE TA550CONNECTIONS CLOCK & ROOM PANELS GENERAL ELECTRICAL NOTES 3.EXPOSED STRUCTURE AREAS (EXCLUDING MECHANICAL, ELECTRICAL, AND COMMUNICATION SPACES): INSTALL RACEWAYS BETWEEN DECK AND STRUCTURE WHEREVER POSSIBLE IN EXPOSED STRUCTURE CEILING AREAS. ROUTE RACEWAYS IN CONCEALED AREAS WHEREVER POSSIBLE. REFER ALL CONDITIONS WHERE RACEWAYS MUST BE INSTALLED WHICH CANNOT COMPLY WITH THESE REQUIREMENTS TO THE ARCHITECT. 4.SUBMITTALS: PROVIDE SUBMITTALS IN THREE RING BINDERS WITH JOB NAME, SUBCONTRACTOR, AND VOLUME ON THE BINDING. PREPARE TABS FOR EACH SPECIFICATION SECTION REQUIRING SUBMITTALS. PREPARE INDEX OF EQUIPMENT SUBMITTED IN EACH TAB. 5.REFLECTED CEILING PLANS: COORDINATE THE LOCATION OF LIGHT FIXTURES WITH THE ARCHITECTURAL REFLECTED CEILING PLANS. REFER ALL DISCREPANCIES TO THE ARCHITECT AND ENGINEER. 1.CLARIFICATION METHODS: AT THE TIME OF BIDDING, BIDDERS SHALL FAMILIARIZE THEMSELVES WITH THE DRAWINGS AND SPECIFICATIONS. ANY QUESTIONS, MISUNDERSTANDINGS, CONFLICTS, DELETIONS, DISCONTINUED PRODUCTS, CATALOG NUMBER DISCREPANCIES, DISCREPANCIES BETWEEN THE EQUIPMENT SUPPLIED AND THE INTENT OR FUNCTION OF THE EQUIPMENT, ETC, SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER IN WRITING FOR CLARIFICATION PRIOR TO ISSUANCE OF THE FINAL ADDENDUM AND BIDDING OF THE PROJECT. WHERE DISCREPANCIES OR MULTIPLE INTERPRETATIONS OCCUR, THE MOST STRINGENT (WHICH IS GENERALLY RECOGNIZED AS THE MOST COSTLY) THAT MEETS THE INTENT OF THE DOCUMENTS SHALL BE ENFORCED. 2.OWNER FURNISHED ITEMS: THE OWNER WILL FURNISH MATERIAL AND EQUIPMENT AS INDICATED IN THE CONTRACT DOCUMENTS TO BE INCORPORATED INTO THE WORK. THESE ITEMS ARE ASSIGNED TO THE INSTALLER AND COSTS FOR RECEIVING, HANDLING, STORAGE, IF REQUIRED, AND INSTALLATION ARE INCLUDED IN THE CONTRACT SUM. A.THE INSTALLER'S RESPONSIBILITIES ARE THE SAME AS IF THE INSTALLER FURNISHED THE MATERIALS OR EQUIPMENT. B.THE OWNER WILL ARRANGE AND PAY FOR DELIVERY OF OWNER FURNISHED ITEMS FREIGHT ON BOARD JOB SITE AND THE INSTALLER WILL INSPECT DELIVERIES FOR DAMAGE. IF OWNER FURNISHED ITEMS ARE DAMAGED, DEFECTIVE OR MISSING, DOCUMENT DAMAGED ITEMS WITH THE TRANSPORT COMPANY AND THE OWNER WILL ARRANGE FOR REPLACEMENT. THE OWNER WILL ALSO ARRANGE FOR MANUFACTURER'S FIELD SERVICES, AND THE DELIVERY OF MANUFACTURER'S WARRANTIES AND BONDS TO THE INSTALLER. C.THE INSTALLER IS RESPONSIBLE FOR DESIGNATING THE DELIVERY DATES OF OWNER FURNISHED ITEMS AND FOR RECEIVING, UNLOADING AND HANDLING OWNER FURNISHED ITEMS AT THE SITE.THE  INSTALLER IS RESPONSIBLE FOR PROTECTING OWNER FURNISHED ITEMS FROM DAMAGE, INCLUDING DAMAGE FROM EXPOSURE TO THE ELEMENTS, AND TO REPAIR OR REPLACE ITEMS DAMAGED AS A RESULT OF HIS OPERATIONS. TRANSITION CABINET (ONELINE DIAGRAM). PANELBOARD WITH CIRCUIT BREAKER AND SUB FEED LUGS (ONELINE DIAGRAM). PANELBOARD WITH SUB FEED LUGS (ONELINE DIAGRAM). PANELBOARD WITH MAIN LUGS ONLY AND SURGE PROTECTION WITH CIRCUIT BREAKER (ONELINE DIAGRAM). PANELBOARD WITH MAIN AND SUB FEED CIRCUIT BREAKER (ONELINE DIAGRAM). PANELBOARD WITH MAIN CIRCUIT BREAKER. SIZE AND PHASE AS SHOWN (ONELINE DIAGRAM). PANELBOARD WITH MAIN LUGS ONLY. BUS SIZE AND PHASE AS SHOWN (ONELINE DIAGRAM). PANELBOARD (ONELINE DIAGRAM). WYE CONNECTION (ONELINE DIAGRAM). DELTA CONNECTION (ONELINE DIAGRAM). CAPACITOR (ONELINE DIAGRAM). BATTERY (ONELINE DIAGRAM). TRANSFORMER, CURRENT (ONELINE DIAGRAM). TRANSFORMER (ONELINE DIAGRAM). MOTOR. CIRCUIT BREAKER, SOLID STATE WITH GROUND FAULT PROTECTION (ONELINE DIAGRAM). GFP CIRCUIT BREAKER, SOLID STATE (ONELINE DIAGRAM). CIRCUIT BREAKER, MOTOR CIRCUIT PROTECTION (ONELINE DIAGRAM). CIRCUIT BREAKER, MOLDED CASE WITH SHUNT TRIP (ONELINE DIAGRAM). CIRCUIT BREAKER, MOLDED CASE (ONELINE DIAGRAM). STARTER (ONELINE DIAGRAM). OVERLOAD RELAY (ONELINE DIAGRAM). DISCONNECT WITH FUSE AND MOTOR STARTER COMBINATION (ONELINE DIAGRAM). DISCONNECT, NONFUSED (ONELINE DIAGRAM). DISCONNECT, FUSED (ONELINE DIAGRAM). FUSE WITH RATING (ONELINE DIAGRAM). ELECTRICAL POWER AND DISTRIBUTION 225/3 "1H""1H" 225/3225/3 "1H""1H" 25/3 225/3 "1H" 60/3 225/3 "1H" 225/3 "1H" 225/3 "1H" "1H" MCP STARTER, COMBINATION WITH DISCONNECT SWITCH. DISCONNECT SWITCH, UNFUSED. DISCONNECT SWITCH, FUSED. ACCESSIBLE DOOR ENTRY PUSH PLATE OPERATOR. RELAY CONTACT, NORMALLY OPEN (ONELINE DIAGRAM). RELAY CONTACT, NORMALLY CLOSED (ONELINE DIAGRAM). 75TRANSFORMER: NUMBER INDICATES kVA. SWITCH, TOGGLE MOTOR STARTER WITH OVERLOAD PROTECTION. DIMMING ENTRY STATION OR CONTROL STATION, FLUSH MOUNTED. LIGHTING CONTROL STATION. LIGHTING RELAY, CONTACTOR PANEL, OR DIMMING ENCLOSURE. DISTRIBUTION PANEL OR SWITCHBOARD. PANELBOARD CABINET, SURFACE MOUNTED, 2 SECTION. PANELBOARD CABINET, SURFACE MOUNTED, 1 SECTION. PANELBOARD CABINET, FLUSH MOUNTED. PUSHBUTTONS, MOTOR CONTROL. PUSHBUTTON. STARTER OR MOTOR CONTROLLER. DIODE (ONELINE DIAGRAM). VARIABLE FREQUENCY MOTOR CONTROLLER (ONELINE DIAGR AM). METER. GENERATOR, POWER (ONELINE DIAGRAM). GENERATOR, ANNUNCIATOR (ONELINE DIAGRAM).G SERVICE ENTRANCE SURGE PROTECTION (ONELINE DIAGRAM ). DIGITAL MULTIMETER (ONELINE DIAGRAM). TRANSFER SWITCH (ONELINE DIAGRAM). CT CABINET PER UTILITY'S REQUIREMENTS (ONELINE DIA GRAM). HC ST LP DP#__ VFDVFC M G DMM ALARM, STROBE, CEILING MOUNTED. SUBSCRIPT INDICATES CANDELA RATING. ALARM, HORN, CEILING MOUNTED. SUBSCRIPT INDICATES CANDELA RATING. ALARM, HORN/STROBE, ONE ASSEMBLY, CEILING MOUNTED. SUBSCRIPT INDICATES CANDELA RATING. ALARM, HORN/STROBE, ONE ASSEMBLY. SUBSCRIPT INDICATES CANDELA RATING. SPEAKER, EVACUATION, COMBINATION STROBE. DETECTOR, CARBON MONOXIDE. BELL (GONG). FIRE AND SMOKE DAMPER. SMOKE DAMPER. DETECTOR, TAMPER SWITCH WITH VALVE: TAMPER SWITCHES SHALL BE PROVIDED AND INSTALLED WITH FIRE SPRINKLER SYSTEM AND SHALL BE CONNECTED TO LOCATIONS SHOWN ON THE FIRE SPRINKLER SHOP DRAWINGS. DETECTOR, FLOW SWITCH: FLOW SWITCHES SHALL BE PROVIDED AND INSTALLED WITH FIRE SPRINKLER SYSTEM AND SHALL BE CONNECTED TO LOCATIONS SHOWN ON THE FIRE SPRINKLER SHOP DRAWINGS. SPEAKER, EVACUATION. ALARM, HORN/STROBE WITH GUARD, ONE ASSEMBLY. ALARM, HORN/STROBE, ONE ASSEMBLY. ALARM, HORN/SPEAKER, WEATHERPROOF. STROBE. SUBSCRIPT INDICATES CANDELA RATING. STROBE. DETECTOR, HEAT. DETECTOR, SMOKE, DUCT WITH HOUSING AND SAMPLING TUBE. DETECTOR, SMOKE WITH GUARD. DETECTOR, SMOKE, ELEVATOR RECALL DESIGNATION. DETECTOR, SMOKE, BEAM TRANSMITTER. DETECTOR, SMOKE, BEAM RECEIVER. DETECTOR, SMOKE WITH AUXILIARY CONTACT. DETECTOR, SMOKE. MAGNETIC DOOR HOLDER. SHUT DOWN RELAY: INSTALL RELAY IN CONTROL CIRCUIT OF EQUIPMENT TO BE CONTROLLED IN THE EVENT OF A FIRE. FIRE ALARM MANUAL PULL STATION. MONITOR MODULE. CONTROL MODULE. FIRE ALARM NOTIFICATION POWER SUPPLY. FIRE ALARM CONTROL PANEL, SEMIRECESSED. FIRE SYSTEM ANNUNCIATOR. FIRE ALARM 75 75 75 75 E CO FSD SD E G WP 75 G E BT BR A R P MM CM FPS FCP FSA EQUIPMENT CABINET. X TECHNOLOGY SYSTEM CABLE. SEE SPECIFIC JOB EQUIPMENT LIST FOR APPLICABLE DESIGNATIONS. EXAMPLES: C=CONTROL CABLE G=GROUND CABLE, 10 AWG, 1 CONDUCTOR, GREEN INSULATED L=LINE LEVEL CABLE M=MICROPHONE CABLE S=SPEAKER CABLE, 70 VOLT SYSTEM Z=SPEAKER CABLE, 8 OHM SYSTEM TECHNOLOGY SYSTEMS CLOCK, SURFACE WITH WIRE GUARD. G CLOCK. CLOCK C C PANNING CAMERA TRANSVERSE ANGLE. CCTV CAMERA WITH PAN, TILT AND ZOOM. CCTV CAMERA/ENCLOSURE WITH LENS, TYPICAL. SEE SCHEDULE. CCTV MONITOR. CCTV HEADEND EQUIPMENT. CCTV CABLE, VIDEO SIGNAL.V CCTV CABLE, POWER.P CCTV 360° PTZ M CCTV ULTRASONIC MOTION DETECTOR. PANIC DURESS SWITCH. PASSIVE INFRARED SENSOR. DUAL TECHNOLOGY PASSIVE INFRARED SENSOR AND ULTRASONIC MOTION DETECTOR. SENSOR, GLASS BREAK. CONTACT INDICATOR. KEYPAD/CARD READER COMBINATION. CARD READER. CARD ACCESS DOOR TYPE #1 OR AS NOTED. SEE SCHEDULE. INTRUSION DETECTION HEADEND EQUIPMENT. ACCESS CONTROL HEADEND EQUIPMENT. SECURITY CABLE. SEE EQUIPMENT SCHEDULE FOR CABLE TYPE. X SECURITY U P IR IRU KCR CR #1 SEC ACC CI TV OUTLET. TV DISTRIBUTION SYMBOL LEGEND SYMBOLDESCRIPTION SYMBOL LEGEND SYMBOLDESCRIPTION SYMBOL LEGEND SYMBOLDESCRIPTION DA V ID E .WESEM A NNPE11200117 STATE OF R E G I STERED IND I A N AP R O F ESSIONALENGINEER 324 S. State St., Suite 400 Salt Lake City, UT 84111 8006787077 8013285151 fax: 8013285155 www.spectrumengineers.com SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: MHTN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 5956700 Telefax (801) 5956717 www.mhtn.com 07/31/2012 8/ 3 / 2 0 1 2 1 : 1 7 : 4 4 P M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ c l s \ D o c u m e n t s \ 1 0 0 7 5 E l e c C e n t r a l _ c l s . r v t SYMBOLS LEGEND EE002 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R D A Y S A I N T S 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012 RRP DGH 2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 1122 1122 12121 12121 22112 22112 21121 21121 22112 22112 FB2 CAT 6 JHOOKS HORIZONTAL WIRE MANAGERS, BLACK, 2 RU COPPER CATEGORY 6 PATCH CABLES CADDY CAT32Z34 SEE SPECIFICATIONS 271501 DATA OR PHONE OUTLET CATEGORY 6 JACKDATA (1) SINGLE GANG BEZEL BEZEL INSERTS SEE SPECIFICATIONS 271501 SEE SPECIFICATIONS 271501 SEE SPECIFICATIONS 271501 SEE SPECIFICATIONS 271501 NOTE: ALL PATCH PANELS, AND ACCESSORIES SHALL BE BLACK IN COLOR. DESCRIPTION ACCEPTABLE TYPES SEE SPECIFICATIONS 271501PATCH PANEL, DATA, 48 PORT W/ CAT 6 INSERT, BLUE (QUANTITIES OF PORTS AS REQUIRED +25%) STATION CABLE, DATACATEGORY 6, DATA, PLENUM D(#)SEE SPECIFICATIONS 271501 THE ITEMS INDICATED BELOW SHALL NOT BE CONSTRUED AS A "BILL OF MATERIALS". THIS LIST IDENTIFIES ITEMS OF SIGNIFICANCE USED DURING THE DESIGN OF THE CABLING INSTALLATION. WHERE THE ITEMS INDICATED ARE ONE PORTION OF AN ASSEMBLY, THE ENTIRE ASSEMBLY SHALL BE PROVIDED UNLESS SPECIFIED OTHERWISE. PROVIDE ALL MISCELLANEOUS HARDWARE AND SUPPORTS WHICH MAY NOT BE LISTED HERE, FOR A COMPLETE INSTALLATION. COMPARE CATALOG NUMBERS WITH DESCRIPTIONS AND NOTIFY ENGINEER OF DISCREPANCIES PRIOR TO BID. IF CATALOG NUMBERS DO NOT MATCH DESCRIPTIONS, THE DESCRIPTIONS TAKE PRECEDENCE. PROVIDE COMPLETE SUBMITTAL FOR APPROVAL PRIOR TO PURCHASING ANY EQUIPMENT OR CABLE. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. DPP VOICEDATA EQUIPMENT/CABLE LIST SYMBOL DATA PATCH PANELS (DPP) ETHERNET SWITCH PROVIDED BY AV INSTALLER GATEWAY PROVIDED BY AV INSTALLER INTERNET MODEM BY OWNER STATION FIELD 110 BLOCK DEMARC FIELD 110 BLOCK DEMARC BY TELCO PROVIDER COMPANY VOICE PATCH CORDS RJ45 TO 110 (VERIFY PINNING) PATCH CORD PATCH CORD EQUIPMENT RACK D(3) D(2) D(2) D(2) D WALL FIELD AT FACP WAP LABEL, TYP. LABEL, TYPICAL 1 RU = ONE RACK UNIT = 1.75" LABEL, TYPICAL CAT 6 INSERT, BLUE, TYPICAL 2 RU PANEL LABEL, STATION NUMBER CAT 6 INSERT, DATA, TYPICAL OF QUANTITY BLANK FILLER, TYP. EXAMPLE ONLY) 1/3 SIZE BEZEL INSERT, TYP. TWO MODULE SPACE, D1 1001 D2 SINGLE GANG BEZEL, ARCHITECT TO SELECT COLOR INDICATED IN RISER 1001 LABEL, STATION NUMBER CAT 6 INSERT, DATA, TYPICAL OF QUANTITY BLANK FILLER, TYP. EXAMPLE ONLY) 1/3 SIZE BEZEL INSERT, TYP. TWO MODULE SPACE, D1 1001 D2 SINGLE GANG BEZEL, ARCHITECT TO SELECT COLOR INDICATED IN RISER V1 TYPE (SEE CABLE WIRE SCHEDULE) ROOM #ROOM POSITION (A,B) RP2 RP3 RP1RP4 PIN RP/ # COLOR 5 T1W/BL 4 R1BL/W 1 T2W/O 2 R2O/W 3 T3W/GR 6 R3GR/W 7 T4W/BR 8 R4BR/W 1 2 3 4 5 6 7 8 SINGLE GANG FACE PLATE LABEL, STATION NUMBER (EXAMPLE ONLY) CAT 6, RJ45 INSERT, VOICE, WHITE METAL MOUNTING LUGS GENERAL SHEET NOTES NOTES: 1.ALL CABLE, REGARDLESS OF LENGTH, INSTALLED UNDER THIS CONTRACT ARE TO BE LABELED. 2.THE EQUIPMENT LABELING IDENTIFIED ON DETAILS IN THESE DRAWINGS ARE EXAMPLES ONLY OF THE ACTUAL LABELING WHICH IS REQUIRED AS PART OF THIS CONTRACT. PRIOR TO FABRICATION, SUBMIT THE NOMENCLATURE FOR ALL LABELS TO THE OWNER FOR REVIEW. THIS REQUIREMENT INCLUDES BUT IS NOT LIMITED TO ALL CABLE LABELING, AND ALL EQUIPMENT LABELING. 3.FOR EVERY CABLE PULL SPECIFIED, COIL 15' OF EXCESS CABLE AT THE CLOSET END, AND 10' AT THE OUTLET END. NEATLY COIL, AND LABEL. 4.UNLESS OTHERWISE NOTED, INSTALL ALL CABLE INSIDE RACEWAY SYSTEMS. WHERE RACEWAY SYSTEMS HAVE NOT BEEN PROVIDED OR SPECIFIED, INSTALL CABLE THROUGH THE SPECIFIED "CADDY" CLIPS INSTALLED IN ACCESSIBLE ATTIC SPACE AT A MINIMUM INTERVAL IDENTIFIED IN THE SPECIFICATIONS OF 4'. SUPPORT "CADDY" CLIPS DIRECTLY FROM THE BUILDING STRUCTURE, NOT FROM OTHER BUILDING SYSTEM SUPPORT WIRES OR CABLE. 5.ALL CABLE AND UTP TO TERMINATE ON BOTH ENDS. 6.WELL IN ADVANCE OF INSTALLATION, COORDINATE WORK WITH ALL OTHER TRADES SO THAT ELECTRICAL EQUIPMENT, OR ITS INTENDED USE, IS NOT OBSTRUCTED BY EQUIPMENT BEING PROVIDED BY OTHER DIVISIONS. 7.ALL DATA OUTLETS ON WALLS SHALL BE MOUNTED WITHIN 6" OF A POWER OUTLET. IF CONTRADICTIONS ARISE ON PLANS, NOTIFY ENGINEER. 8.REFER TO POWER PLAN FOR DATA AND PHONE JACK LOCATIONS. 9.EQUIPMENT RACK TO BE INSTALLED BY AV CONTRACTOR. COORDINATE WITH AV INSTALLER AND AV DRAWINGS FOR EQUIPMENT MOUNTING. 10.ALL DATA AND AV CABLING IS TO BE INSTALLED BY/PER INSTALLER INDICATED IN SPECIFICATION SECTION 27 1501. SEE ET SHEETS FOR AV DEVICE LOCATIONS AND CABLE REQUIREMENTS. SEE SHEET TA 601 FOR CABLE SCHEDULE. 1. ALL CABLE/WIRE, REGARDLESS OF LENGTH, SHALL BE LABELED WITH A UNIQUE IDENTIFYING CODE. LABEL SHALL BE PERMANENT AND SHALL BE MACHINE PRINTED (NOT HAND PRINTED). SUBMIT PROPOSED LABEL MATERIAL FOR APPROVAL. 2. PRIOR TO LABEL CREATION, SUBMIT FOR APPROVAL PROPOSED ROOM NUMBER SCHEME FOR CABLE LABELS. FLOOR LINE MEZZANINE LEVEL TYPICAL VOICE OUTLET "TTB" 4' X 4' X .75" PLYWOOD COIL 8' OF #6 CU FOR EXTENSION BY TELEPHONE UTILITY INSTALLER TO TELECOMMUNICATIONS SERVICE PROVIDER TYPICAL FLOOR BOX TYPICAL VOICE/DATA OUTLET TYPICAL DATA OUTLET PROVIDE 4" SQUARE BOX WITH SINGLE GANG MUD RING AND COVER PLATE. 1" CONDUIT TO TELECOMM ROOM 1 #6 CU TO GROUNDING ELECTRODE 2 EA 4" CONDUIT 1 EA 2" CONDUIT 1" CONDUIT (THIS IS IN ADDTION TO THE POWER CONDUIT) FB# TYPICAL TV OUTLET DA V ID E .WESEM ANNPE11200117 STATE OF R E G I STERED IND I A N AP RO FESSIONALENGINEER 324 S. State St., Suite 400 Salt Lake City, UT 84111 8006787077 8013285151 fax: 8013285155 www.spectrumengineers.com SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: MHTN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 5956700 Telefax (801) 5956717 www.mhtn.com 07/31/2012 8/ 3 / 2 0 1 2 1 : 1 7 : 4 5 P M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ c l s \ D o c u m e n t s \ 1 0 0 7 5 E l e c C e n t r a l _ c l s . r v t DETAILS EE501 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R D A Y S A I N T S 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012 RRP DGH 2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SCALE:NTSA4VOICE/DATA RISER DIAGRAM SWITCH TO CONTROL OPERATION OF OUTSIDE PUSHBUTTON. LABEL SWITCH PLATE "OUTSIDE PUSHBUTTON ON/OFF" SWITCH. 18 AWG DOORBELL CT 120V MODE ECW100 RL3 DOWN RL2RL1 UP RUNRL4 ENTER PWR 120V 15A 1P 60Hz (5) Q57602000 12V/30W (1)EBJ208A101 (5)EGS052 (1)EPA100 1" CONDUIT (2#8s + #8 GND) NOTE: MIN. VOLTAGE ON LIGHTS IS 11.5 VOLTS. (2) LED160005 12V/30W (1)EBN104A101 (2)EGN075 (2) LED160005 12V/30W (1)EBN104A101 (2)EGN075 (2) Q57601000 12V/30W (1)EBN104A101 (2)EGN075 (2) Q57601000 12V/30W (1)EBN104A101 (2)EGN075 (1) ECW100 BY OTHERS 1" CONDUIT (2#8s + #8 GND) 1" CONDUIT (2#8s + #8 GND) 1" CONDUIT (2#8s + #8 GND) 1" CONDUIT (2#8s + #8 GND) AS PER LOCAL CODES WATER TREATMENT SYSTEM FILTRATION, RECIRCULATION AND (BY OTHERS) NOT SHOWN ANIMATION CONTROL PANEL CONDUIT WIRES POWER WIRE LEGEND COMMUNICATION PLC CONTROL CABLE PIT LIGHTING SUMP PUMP PIT LIGHTING, VENTILATION AND SUMP PUMP ON SEPARATE DEDICATED CIRCUIT 1/2"2#12'S+GR 1/2"2#12'S+GR BY INSTALLER WIND SENSOR AND CONTROL PANEL BY OTHERS 2#14 + GRN 1/2" CONDUIT 4#14 + GRN 3/4" CONDUIT (4) LED16000512V/30W WHITE LED LIGHTS ON WALKWAY (4) Q57601000 12V/30W WHITE LED LIGHTS CUSTOM LED160005 C/W ANGLED NICHE FOR CASCADING STEP (5) Q57602000 12V/30W WHITE LED LIGHTS CUSTOM LED160003 C/W MOUNTING BRACKET FOR CENTRE JET DA V ID E .WESEM A NNPE11200117 STATE OF R E G I STERED IND I A N AP R O F ESSIONALENGINEER 324 S. State St., Suite 400 Salt Lake City, UT 84111 8006787077 8013285151 fax: 8013285155 www.spectrumengineers.com SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: MHTN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 5956700 Telefax (801) 5956717 www.mhtn.com 07/31/2012 8/ 3 / 2 0 1 2 1 : 1 7 : 4 6 P M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ c l s \ D o c u m e n t s \ 1 0 0 7 5 E l e c C e n t r a l _ c l s . r v t DETAILS EE502 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R D A Y S A I N T S 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012 RRP DGH 2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SCALE:NTSA4DOORBELL DIAGRAM SCALE:NTSA1FOUNTAIN CONTROL DETAILS 3 5 4 BELLBETWEEN BEAMS ADJACENT TO SUPPLY AIRFIRE ALARMPULL STATION SMOKE DETECTORON SLOPED CEILING (PEAKED) SMOKE DETECTOR HORN/STROBE OR STROBE PULL STATION SMOKE DETECTORSMOKE DETECTOR DIFFUSER (SUPPLY OR RETURN) FINISH FLOOR WALL MOUNTED OR STROBE HORN, CHIME, FIRE ALARM PANEL "FCP" CONTROL ANNUNCIATOR "FSA" FIRE SYSTEM SMOKE DETECTOR ON SLOPED CEILING (SHED) S = SPACE BETWEEN DETECTORS BETWEEN BEAMS HEAT DETECTOR 48 " M A X 80 " 80 " 60 " 84 " 4" M I N 3' MIN 6" M I N 12 " M A X 12 " M A X 12 ' M A X 3' MAX SS 1/2 S D H W 3'(0"3'(0" 1/2 SSS1/2 S >7° LIGHT FIXTURE PENDANT EXIT SIGNS EXIT FINISH FLOOR WALL MOUNTEDPENDANT LIGHT FIXTURE HE I G H T AS N O T E D HE I G H T P E R EL E V A T I O N O R AS N O T E D 18 " M I N 36 " MA X 2 DUPLEX RECEPTACLE DUPLEX RECEPTACLE RECEPTACLESWALL PHONEPAY PHONE FINISH FLOOR COMMUNICATION WALL BRACKET TVNO SPECIAL REQUIREMENTS GENERAL USE: FOR SPECIAL EQUIPMENT DEDICATED RECEPTACLE COUNTER ( TYPICAL ABOVE RECEPTACLES ABOVE OR BELOW COUNTER WINDOW OR COMMUNICATIONS RECEPTACLE COMMUNICATIONS RECEPTACLE COUNTER TOP GROMMET COMMUNICATIONS RECEPTACLE 48 " M A X CO O R D I N A T E WI T H E Q U I P M E N T CO O R D I N A T E HE I G H T W I T H EQ U I P M E N T 48 " M A X ±4 6 " M A X (V E R I F Y H E I G H T OF B A C K S P L A S H ) 19 " M I N 2' ( 0 " 19 " M I N BOXES ON OPPOSITE SIDES OF WALL STUD IN BETWEEN 24" MIN INACCESSIBLE OUTLET LESS THAN 15" ABOVE FLOOR PERMISSIBLE 30" X 48" CLEAR FLOOR SPACE PERPENDICULAR TO THE WALL FOR A FORWARD REACH TO CONTROLS ADDITIONAL OUTLET IN ACCESSIBLE LOCATION FORWARD REACH TO LIGHT AND FAN SWITCHES AS WELL AS THERMOSTAT 48 " M A X 21 " M I N LESS THAN 2'GENERAL USE: ADASWITCHESSTANDARD DOOR CONTROL STATION FINISH FLOOR DOOR WITH SIDELIGHT GREATER THAN 2' DOOR WITH SIDELIGHT AT LATCH SIDE PLACE FOR SWITCH CABINETS DOOR WITH NO COMBINATION 48" MAX PLATE FOR SWITCH AND RECEPTACLE IN RESIDENTIAL BATHROOM LIGHTING SWITCH LOCATION SWITCH LOCATION SIDELIGHT LESS THAN 2' SIDELIGHT GREATER THAN 2' SWITCH LOCATION SWITCH LOCATION METAL FRAME METAL FRAME 48 " M A X 48 " M A X 48 " M A X 1 COMMUNICATIONS RECEPTACLE COMMUNICATIONS RECEPTACLE RECEPTACLES TILE WALLSDRINKING FOUNTAINWALL BRACKET TVFOR SPECIAL EQUIPMENT DEDICATED RECEPTACLE MIRROR FINISH FLOOR DUPLEX NO SPECIAL REQUIREMENTS GENERAL USE: DUPLEX RECEPTACLE CENTER IN TILE DO NOT LOCATE ABOVE SINK WALLWALL COORDINATE LOCATION OF DUPLEX OUTLET WITH EQUIPMENT SUPPLIER MOUNT DUPLEX OUTLET BEHIND WATER COOLER REGULARHANDICAPPED DRINKING FOUNTAIN ( SIDE ELEVATIONS REFER TO ARCHITECTURAL ELEVATIONS FOR PLACEMENT OF OUTLETS. RECEPTACLES BELOW COUNTER WINDOW FULL HEIGHT COUNTER TOP GROMMET DUPLEX RECEPTACLE DUPLEX RECEPTACLE VENDING MACHINES REFRIGERATORS AND RECEPTACLES ABOVE COUNTER WITH BACKSPLASHWITHOUT BACKSPLASH COUNTER TOP BACKSPLASH 2' ( 0 " CO O R D I N A T E HE I G H T W I T H EQ U I P M E N T 48 " MA X 48 " MA X 19 " M I N 60 " 19 " M I N 6" M A X 6" M A X DA V ID E .WESEM A NNPE11200117 STATE OF R E G I STERED IND I A N AP R O F ESSIONALENGINEER 324 S. State St., Suite 400 Salt Lake City, UT 84111 800(678(7077 801(328(5151 fax: 801(328(5155 www.spectrum(engineers.com SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: MHTN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595(6700 Telefax (801) 595(6717 www.mhtn.com 07/31/2012 8/ 3 / 2 0 1 2 1 : 1 7 : 4 8 P M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ c l s \ D o c u m e n t s \ 1 0 0 7 5 E l e c C e n t r a l _ c l s . r v t TYPICAL MOUNTING HEIGHT DETAILS EE701 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R ( D A Y S A I N T S 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012 RRP DGH 2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SCALE:NTSA1FIRE ALARM MOUNTING DETAILS SCALE:NTSB1LIGHTING MOUNTING DETAILS SCALE:NTSB2COMMUNICATIONS MOUNTING DETAILS SCALE:NTSE5BOX MOUNTING DETAILS SCALE:NTSC1ADA DETAIL SCALE:NTSC2SWITCH MOUNTING DETAILS SCALE:NTSD1RECEPTACLE MOUNTING DETAILS 1.DETERMINE MOUNTING HEIGHTS OF ELECTRICAL AND ELECTRONIC EQUIPMENT IN THE FOLLOWING ORDER OF PRIORITY: 1 ( ELEVATIONS (ARCHITECTURAL, ELECTRICAL, MECHANICAL, ETC). 2 ( EQUIPMENT SHOP DRAWINGS. 3 ( FIELD INSTRUCTIONS. 2.LOCATE RECEPTACLES SERVING THE SAME TYPE OF USE AT A UNIFORM HEIGHT UNLESS DIRECTED OTHERWISE. 3.MECHANICAL, ELECTRICAL, AND COMMUNICATION ROOMS: COORDINATE LOCATION OF LIGHTING AND POWER RECEPTACLES WITH EQUIPMENT, PIPING, AND DUCTWORK. DO NOT INSTALL RECEPTACLES BEHIND EQUIPMENT OR WHERE OTHERWISE INACCESSIBLE. POSITION LIGHTING REGARDLESS OF WHERE SHOWN ON DRAWING TO PROVIDE PROPER ILLUMINATION. 4.MOUNT RECEPTACLE BOXES FOR SWITCHES AND RECEPTACLES WITH LONG AXIS OF THE DEVICE VERTICAL UNLESS OTHERWISE INDICATED. 5.SET BOXES WITH PLASTER RINGS FLUSH WITH FINISHED SURFACE. 6.LOCATE BOX COVERS OR DEVICE PLATES SO THEY WILL NOT SPAN DIFFERENT TYPES OF BUILDING FINISHES EITHER VERTICALLY OR HORIZONTALLY. 7.VERIFY ALL DOOR CONDITIONS ON ARCHITECTURAL DRAWINGS PRIOR TO INSTALLING SWITCHES. 8.LOCATE WIREING DEVICES WHICH ARE ADJACENT AND ARE COMPATIBLE VOLTAGES IN ONE PLATE. 1.LOCATE RECEPTACLES BEHIND DRINKING FOUNTAINS. 2.REFER TO ARCHITECTURAL ELEVATIONS FOR PLACEMENT OF OUTLETS. 3.LOCATE AT BOTTOM OF BEAMS (OR JOISTS) OR AT CEILING. (REDUCE SPACING BY .5 PERPENDICULAR TO BEAM OR JOIST DIRECTION.) FOR OTHER CONDITIONS, REFER TO NFPA 72. 4.LOCATE DETECTOR ANYWHERE IN SHADED AREA BUT NOT IN TOP 4" OF PEAK. 5.LOCATE AT BOTTOM OF BEAMS IF D/H < .1 OR W/H < .4; OTHERWISE, LOCATE IN BEAM POCKET. FOR D > 4 REDUCE SPACING .33 PERPENDICULAR TO BEAMS. SHEET KEYNOTES GENERAL SHEET NOTES CS CSTV ELEC B04 246 SF STORAGE B02 LOWER FONT B05 STAIR S001 MECH B06 HALL B01 235 SF SECURITY B03 554 SF WORKSHOP B07 303 SF STORAGE B08 1 1 2 2 3 3 4 4 5 5 8 8 10 10 11 11 12 12 13 13 AA BB FF NN EE DD KK GG L.9L.9 B.4B.4 LL 4.8 4.8 CC 9 9 MM 7 7 6 6 1.7 1.7 HH 4.9 4.9 E.2E.2 8.7 8.7 11.7 11.7 UP CONC COL TYP SEE STRUCTURE FROM AV ROOM 141A FROM 'DE' PANEL ROOM 146 DA V ID E .WESEM A NNPE11200117 STATE OF R E G I STERED IND I A N AP R O F ESSIONALENGINEER 324 S. State St., Suite 400 Salt Lake City, UT 84111 8006787077 8013285151 fax: 8013285155 www.spectrumengineers.com SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: MHTN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 5956700 Telefax (801) 5956717 www.mhtn.com 07/31/2012 7/ 2 7 / 2 0 1 2 3 : 2 1 : 4 5 P M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ c l s \ D o c u m e n t s \ 1 0 0 7 5 E l e c C e n t r a l _ c l s . r v t BASEMENT PLAN AV LAYOUT EJ100 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R D A Y S A I N T S 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012 2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SCALE: 1/8" = 1'0"1 BASEMENT PLAN AV LAYOUT CS CS CS CS CS CS CSCS CS CS CS CS CS CS CS CS CS CS CS CS CS CS TV TV TV TV TV TV TV TV TV TV TV TV TV RP RP RP RP A A CS VP CM AV R A C K HV I JBO X 6"x 6 " ( 1 5 2 x 1 5 2 m m ) W I R E W A Y A B O V E CL O C K N E T W O R K RA C K (R O O M S 1 2 NE T W O R K RO O M S 1 2 JBO X E S LV I 1 RA C K B E L O W ) (S E E X E 2 1 0 ) DE IR IR TV TV J ENTRY 179 BAPTISTRY CHAPEL 172 BAPTISTRY 170 CORRIDOR 176 CONFIRMATION 173 CLOTHING 175 RESTROOM MEN 132 RESTROOM WOMEN 122 WORKROOM 106 CUSTODIAL 105 COUNSELOR OFFICE 111 PRESIDENT OFFICE 110BRIDE / MATRON 115 BREAK 119 DRESSING WOMEN 123 INSTRUCTION WOMEN 127 DRESSING MEN 133 INSTRUCTION MEN 137 WORKER STUDY 144 AUDIOVISUAL 141A YOUTH 146 HALL 140 INSTRUCTION B 154 INSTRUCTION 1 149 INSTRUCTION A 159 CHAPEL 157 GIRLS DRESSING 161 BOYS DRESSING 171 LAUNDRY 174 WAITING 102 VESTIBULE 180 LOBBY 150 COATS 178A WORKER DRESSING WOMEN 124 WORKER DRESSING MEN 134 FOYER 116 INSTRUCTION WOMEN 126 CORRIDOR 177 HALL 103 HALL 108 INSTRUCTION MEN 136 RESTROOM MEN 102B RESTROOM WOMEN 102A STAIR S101 RESTROOM 171A RESTROOM 161A HALL 158 PASS THRU 153 RESTROOM 145 RESTROOM 146A RESTROOM 118 WAITING 107 RESTROOM 110B VESTIBULE 100 VESTIBULE 147 BOOTH WOMEN 121 BOOTH MEN 131 CLOSET 149A VESTIBULE 130 VESTIBULE 120 WARDROBE 114 WARDROBE 117 WARDROBE 110A HALL 104 RECEPTION 178 HALL 174A COUNSELOR OFFICE 112 HALL 127C HALL 137C HALL 142 HALL 152 HALL 151 ENTRY 101 HALL 135 HALL 125 COATS 101A INSTRUCTION 2 148 VESTIBULE 155 VESTIBULE 154A VESTIBULE 170A INFANT WAITING 146B STORAGE 146C STORAGE 181 CORRIDOR 182 1 1 2 2 3 3 4 4 5 5 8 8 10 10 11 11 12 12 13 13 AA B B FF NN EE DD KK GG L.9L.9 B.4 B.4 LL 4.8 4.8 C C 9 9 MM 7 7 6 6 1.7 1.7 HH 4.9 4.9 E.2E.2 8.7 8.7 11.7 11.7 DNUP J TO SHOP ROOM B02 3" CONDUIT (80mm) TO YOUTH ROOM 146 W/PULL STRING 2" CONDUIT (80mm) STUB TO LANDSCAPE DA V ID E .WESEM A NNPE11200117 STATE OF R E G I STERED IND I A N AP R O F ESSIONALENGINEER 324 S. State St., Suite 400 Salt Lake City, UT 84111 8006787077 8013285151 fax: 8013285155 www.spectrumengineers.com SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: MHTN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 5956700 Telefax (801) 5956717 www.mhtn.com 07/31/2012 7/ 2 7 / 2 0 1 2 3 : 2 1 : 4 7 P M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ c l s \ D o c u m e n t s \ 1 0 0 7 5 E l e c C e n t r a l _ c l s . r v t FIRST FLOOR PLAN AV LAYOUT EJ101 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R D A Y S A I N T S 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012 2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SCALE: 1/8" = 1'0"1 FIRST FLOOR PLAN AV LAYOUT 28 ' 1 " NTS NTS AV EQUIPMENT RACK SUPPLIED BY OWNER. INSTALLED BY OWNER LVI PANEL SUPPLIED AND INSTALLED BY OWNER CEILING AREA ABOVE A/V ROOM CLOCK NETWORK RACK SUPPLIED BY OWNER INSTALLED BY DIV 26 ROOM NETWORK RACK SUPPLIED BY OWNER INSTALLED BY DIV 26 LEAVE SERVICE LOOP IN BOX NO CABLE SPLICING ALLOWED RACEWAY 6" X 6" (152mm X 152mm) SUPPLIED AND INSTALLED BY DIVISION 26. EDGE TRIM GYP ROCK TO FIT OPENING FOR FLUSH MOUNTED LVI PANEL LVI PANEL BOX 12"x24"x6" (305x610x152mm) COOPER BLINE 24126SC OR EQUIVALENT SUPPLIED AND INSTALLED BY DIVISION 26. (SEE B/EJ210). 4GANG MASONRY BOX, MIN 3" DEEP (75mm). STEEL CITY GW435 (OR EQUIVALENT). SUPPLIED AND INSTALLED BY DIV. 26. MOUNT FLUSH TO FINISHED WALL (TYP 3) (SEE B/EJ210, A/EJ510). HIGH VOLTAGE PANEL (HVI) (TYP 3) SUPPLIED BY OWNER. INSTALLED BY DIV 26 (SEE B/EJ210, A,F/EJ510). CLOCK NETWORK RACK POWER POINT S.G. DEEP SWITCH BOX (STEEL CITY 53NE) WITH U.S. STYLE DUPLEX RECEPTACLE SUPPLIED AND INSTALLED BY CONTRACTOR. 120V LEVITON #5242 OR EQUIVALENT 240V LEVITON #5822 OR EQUIVALENT (SEE B/EJ210, A,F/EJ510). ROOM NETWORK RACK POWER POINTS WITH POWER FEEDS TO INSTRUCTION ROOM PROJECTORS, IR EMITTERS, AUX MONITORS, ETC. (TYP 2 ROOMS '1A' AND '2B') D.G. SWITCH BOX (STEEL CITY GW235 OR EQUIVALENT) WITH HVIB PANEL. ELECTRICAL BOXES SUPPLIED AND INSTALLED BY CONTRACTOR. HVIB PANELS SUPPLIED BY OWNER AND INSTALLED BY CONTRACTOR. (SEE B/EJ210, A,F/EJ510). 12"x24"x6" (305x610 x152mm) LVI1 A/EJ210 (ROOMS 12) RACEWAY 6"x6" (152x152mm) SUPPLIED AND INSTALLED BY DIV 26 CONTRACTOR. SEE A/EJ210, EJ610 FLOOR LINE 14" [356mm] 28" [710mm] MINIMUM WALL LINE 6" [152mm] CEILING LINE POWER FEED TO ROOM NETWORK RACK HVIB PANEL FOR ROOM '1A'. 120V FLANGED INLET HUBBELL #2315 240V FLANGED INLET HUBBELL #2326. SEE A,E/EJ510 LOW VOLTAGE INTERFACE (LVI) 12"x24"x6" (305x610x152mm) PANEL JUNCTION BOX (BLINE 24126SC OR EQUIV) SUPPLIED AND INSTALLED BY DIV 26. LVI PANEL COVER SUPPLIED AND INSTALLED BY OWNER AV EQUIPMENT RACK BY OWNER 24"Wx77"Hx32"D (610x1956x813mm) 3/4" C (20MM) INCOMING POWER 20A CIRCUITS FROM BREAKER PANEL (TYP 3) SEE E/EJ510 3/4" C (20MM) OUTGOING POWER FEEDS TO ROOMS 2B, 1A (SEE E/EJ510) POWER FEED TO CLOCK NETWORK RACK 10" [255mm] MINIMUM POWER FEED TO ROOM NETWORK RACK HVIB PANEL FOR ROOM '2B'. 120V FLANGED INLET HUBBELL #2315 240V FLANGED INLET HUBBELL #2326. SEE A,E/EJ510 2" (50mm) CHASE NIPPLE (STEEL CITY #HA206) OR EQUIV (TYP 2) 20 AMP POWER FEEDS (TYP 3) FROM BREAKER PANEL **FEEDS MUST BE ON SAME PHASE AND ON EMERGENCY POWER 120V FLANGED RECEPTACLE HUBBELL #2316 240V FLANGED RECEPTACLE HUBBELL #2326 (SEE A,E/EJ 510) WALL LINE 14.5"W x 12"H (370x305mm) OPENING IN GYP ROCK (TYP 2) POWER FEED FOR CLOCK NETWORK RACK FROM TOP HVI PANEL. USE 1/2" FLEX CONDUIT. ATTACH S.G. DEEP SWITCH BOX (STEEL CITY 53NE) TO STEEL STUD AND INSTALL U.S. DUPLEX RECEPT. 120V LEVITON #5242 OR EQUIVALENT 240V LEVITON #5822 OR EQUIVALENT WALL FRAMING 16" O.C. (TYP 4) 4GANG ELECTRICAL SWITCH BOX (TYP 3) (STEEL CITY GW435 OR EQUIVALENT) SUPPLIED AND INSTALLED BY DIV 26 CONTRACTOR **NOTE: HVI PANELS REQUIRE DEDICATED GROUNDS INCOMING FROM ELECTRICAL PANEL & OUTGOING TO ROOM EQUIPMENT. CLOCK NETWORK WALL MOUNT RACK 20"x16"x18"(508x406x458mm) (MIDDLE ATLANTIC PPM818K) SUPPLIED BY OWNER AND INSTALLED BY DIV 26 CONTRACTOR. HVI PANEL WITH HUBBELL FLANGED INLETS/RECEPTACLES SUPPLIED BY OWNER AND INSTALLED BY DIV 26 CONTRACTOR HVIB PANEL AND ELECTRICAL BOX FOR ROOM '2B'. LEFT CONNECTOR IS POWER FEED FROM BOTTOM HVI PANEL. RIGHT CONNECTOR IS POWER FEED TO ROOM AUXILIARY MONITORS, IR EMITTERS, ETC. USE 1/2" FLEX CONDUIT. ATTACH D.G. SWITCH BOX (STEEL CITY GW235 OR EQUIVALENT) TO CONDUITS (SEE A/EJ210, A,F/EJ510). 8" [220mm] MINIMUM CLEARANCE ROOM NETWORK WALL MOUNT RACK 20"x16"x18"(508x406x458mm) (MIDDLE ATLANTIC PPM818K) SUPPLIED BY OWNER AND INSTALLED BY DIV 26 CONTRACTOR. HVIB PANEL AND ELECTRICAL BOX FOR ROOM '1A'. LEFT CONNECTOR (NEUTRIK NAC3MPB POWERCON) IS POWER FEED FROM MIDDLE HVI PANEL. RIGHT CONNECTOR (NEUTRIK NAC3MPA POWERCON) IS POWER FEED TO ROOM PROJECTORS, IR EMITTERS, ETC. ATTACH D.G. SWITCH BOX (STEEL CITY GW235 OR EQUIVALENT) TO CONDUITS (SEE A/EJ210, A,F/EJ510). 2" (50mm) CONDUITS FROM RACEWAY TO TOP OF STEEL STUD WALL (TYP 4) STATIC GROUND BUSS BAR. CONTRACTOR TO PULL A SINGLE, #8 AWG, TYPE THHN, GREEN, INSULATED, DEDICATED, GROUND WIRE FROM MAIN PANEL GROUND. (CANNOT BE SHARED WITH OTHER DEVICES) MI N I M U M A AV ROOM WALL SECTION B AV ROOM WALL LAYOUT ROOMS 12 DA V ID E .WESEM A NNPE11200117 STATE OF R E G I STERED IND I A N AP R O F ESSIONALENGINEER 324 S. State St., Suite 400 Salt Lake City, UT 84111 8006787077 8013285151 fax: 8013285155 www.spectrumengineers.com SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: MHTN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 5956700 Telefax (801) 5956717 www.mhtn.com 07/31/2012 7/ 2 7 / 2 0 1 2 3 : 2 1 : 4 7 P M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ c l s \ D o c u m e n t s \ 1 0 0 7 5 E l e c C e n t r a l _ c l s . r v t AV ROOM WALL ELEVATION AND SECTION EJ210 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R D A Y S A I N T S 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012 2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 G5450WNL (LVI PANEL) ROOM A/B LOW VOLTAGE INTERFACE ALTAR INTERFACE ALTAR CONTROL AV SYSTEM EQUIPMENT RACK LEFT FRONT SPEAKER 2Z57 PRACO 1 2 1 Z57 SYS12 FVS 200 4 1LSR 6332L CENTER FRONT SPEAKER SIDE SPEAKER FONT VIDEO SYSTEM KIT VIDEO PROJECTOR RIGHT FRONT SPEAKER DESCRIPTION A/TA310,EJ112 SYMBOL REF 0 Z57 RBI12 IAI7 1 QTYMODEL# 1 1 SI 770 LSR 6332R LSR 6332 SUPPLIED BY JBL ELECTRONICS MANUFACTURER OWNER INSTALLED BY E/TA310 EJ112 E/TA310 EJ112 D/TA310 EJ112 E/TA310 EJ112 TA540 EJ112 F/TA310 A/TA310 EJ112 EJ111 A,B/EJ210 A,B/EJ210 KDL46EX500H 1 1 AUX MONITOR LIFT (ROOM B) AUXILIARY MONITOR 46"EJ112 C/TA520 LDS 100 0 (CHAPEL SOUND) CEILING SPEAKERA605 70EJ112 CHAPEL SOUND CONTROL0 LDS CHURCH SEE A,B/TA550 CLOCK DISPLAY IR TRANSMITTER (ROOM A & B) 2 20 RA 6013 Z57 CSS00 EJ112 B/TA310 EJ110, EJ111,12 ROOM PANEL (RP) Z57 PRP004LDS CHURCHOWNEROWNER EJ112 1CENTER FRONT SPEAKERLSR 6332E/TA310 EJ112 OWNER OWNEROWNER OWNEROWNER OWNEROWNER OWNEROWNER OWNER OWNER OWNEROWNER OWNEROWNER OWNEROWNER CONTRACTOR OWNEROWNER OWNEROWNER OWNEROWNER OWNEROWNER OWNEROWNER OWNEROWNER CONTRACTOR CONTRACTOR JBL ELECTRONICS JBL ELECTRONICS RBH SOUND, INC. RBH SOUND, INC. JBL ELECTRONICS LDS CHURCH LDS CHURCH LDS CHURCH LDS CHURCH LDS CHURCH LDS CHURCH EPSON SONY EADS DIS M A CM IR EJ112 EJ112 MA MIXER/AMPLIFIER0ATLASOWNEREJ112 OWNER OWNER (CHAPEL SOUND) REMOTE VOLUME CONTROL AA120M RP (AUX PANEL, MDF) RJ 45, 8 POSITION, CAT6 TV OUTLET COVER PLATE F CONNECTOR (TV DISTRIBUTION CABLES) TV OUTLET RF SPLITTER (8 WAY) (MAIN TV DISTRIBUTION) XLR CONNECTOR (FEMALE) (DEDICATION CABLES) XLR CONNECTOR (MALE) (DEDICATION CABLES) TV OUTLET RF LINE TAP (TV DISTRIBUTION SYSTEM) (HVI B PANEL) HIGH VOLTAGE INTERFACE (VIDEO & IR SIGNALS) BNC CONNECTOR (MALE) A/R 6 6 A/R 1 40681 85 346 IHVNO F56CH A/R A3F A3M A/R 2 A/RUPL220 020 THOMAS & BETTS LEVITON OR EQUIVALENT (RG 6U) SWITCHCRAFT SWITCHCRAFT COLOR BY ARCHITECT TROMPETER (RG 6U) IDEAL INDUSTRIES LDS CHURCH (DIVISION 26) CONTRACTOR J/TA520 C/TA530 A/TA530 EJ111,12 A/TA530 EJ111,12 A/TA530 EJ111,12 K/TA520 C/TA530 C/TA530 EJ111,12 (DIVISION 26) CONTRACTOR (DIVISION 26) CONTRACTOR OWNEROWNER OWNER OWNEROWNER OWNEROWNER OWNEROWNER OWNEROWNER OWNEROWNER G/TA520 0 S324 CCT S308 CCT VP CS (ROOM B) (ROOM A) C/TA550 TV AM OUTLET COVER PLATE40681 A/R LEVITON OR EQUIVALENT COLOR BY ARCHITECTEJ111,12 (DIVISION 26) CONTRACTOR (DIVISION 26) CONTRACTORAM 0TRAINING MONITOR 46"EJ112 OWNEROWNERSONYTMTRAINING ROOM SEE A,B/TA560 GUI60TOUCH SCREEN MONITOREJ112 OWNEROWNERLDS CHURCHTS 0FRONT L & R SPEAKER EW 25E/TA310 EJ112 OWNEROWNERRBH SOUND, INC 0SIDE SPEAKER (CEILING MOUNT)MC 616D/TA310 EJ112 OWNEROWNERRBH SOUND, INC. Z20 L920016AUXILIARY SEAT BACKEJ112 TA560 OWNEROWNERLDS CHURCHSMMONITOR (ROOM A & B) (ROOM A) (ROOM A) (ROOM A) (ROOM A) (ROOM B) (ROOM B) (ROOM A & B) (ROOM A & B) (DIVISION 26) (ROOM A & B) CLOCK/ROOM NETWORK RACKS PPM 8 182B/EJ210 OWNERMIDDLE ATLANTIC (DIVISION 26) CONTRACTOR H/TA520 EJ610 (DIVISION 26) CONTRACTOR (DIVISION 26) CONTRACTOR (OR EQUIVALENT) AIM INDUSTRIES BLONDER TONGUE VARIOUS ZS75 8 AUXILIARY PORT OUTLET RJ 45 COVER PLATE 41680 A/R LEVITON OR EQUIVALENT COLOR BY ARCHITECT EJ610 EJ111,12 (DIVISION 26) CONTRACTOR (DIVISION 26) CONTRACTORAP ELECTRICAL JUNCTION BOX HIGH VOLTAGE INTERFACE (HVI)GW 435 G3STEEL CITY (DIVISION 26) CONTRACTOR DEDICATION CONTROL 'DE'12126 SC1C/TA530 B LINE ELECTRICAL JUNCTION BOX (DIVISION 26) CONTRACTOR (DIVISION 26) CONTRACTOR (DIVISION 26) CONTRACTOR A,E,F/EJ510 B/EJ210 TRAINING ROOM SEE A,B/TA560 ELECTRICAL JUNCTION BOX TRAINING ROOM INTERFACE 'TM'147605 14EEJ111 B/TA560 LEVITON (DIVISION 26) CONTRACTOR (DIVISION 26) CONTRACTOR LOW VOLTAGE INTERFACE (LVI)24126 SC1B/EJ210 B LINE ELECTRICAL JUNCTION BOX (DIVISION 26) CONTRACTOR (DIVISION 26) CONTRACTOR HIGH VOLTAGE INTERFACE (HVI B)GW 235 G2STEEL CITY ELECTRICAL JUNCTION BOX (DIVISION 26) CONTRACTOR (DIVISION 26) CONTRACTOR (HVI PANEL) HIGH VOLTAGE INTERFACEIHVR13LDS CHURCH (DIVISION 26) CONTRACTOROWNERA,E/EJ510 B/EJ210 A,E/EJ510 B/EJ210 A,E,F/EJ510 B/EJ210 KDL46EX500H OR EQUIVALENT OR EQUIVALENT OR EQUIVALENT OR EQUIVALENT OPTION 2 0VISIONART TRIO MONITOR SYSTEM CONTRACTORCONTRACTORVISIONARTTRIO OPT. 1 SCALE: NTS SCALE: NTS AMRPCLVPCS SCALE: NTS SCALE: NONE SCALE: NONE SCALE: NTS SCALE: NTS TVAIROAAP 4" (102mm) SQUARE BOX, 1 1/2" (38.1mm) DEEP (RACO #232 OR EQUIVALENT) 4" (102mm) SQUARE EXTENSION RING, 1 1/2" (38.1mm) DEEP (RACO #203 OR #204 OR EQUIVALENT) 4" (102mm) SQUARE 2 GANG COVER (PLASTER RING DEPTH DETERMINED BY WALLBOARD THICKNESS), SEE B,C/TA530 & D/TA540 (RACO #769 OR EQUIVALENT) 4 GANG MASONRY BOX 3" DEEP MINIMUM STEEL CITY GW 435 G (OR EQUIVALENT) SUPPLIED AND INSTALLED BY DIV. 26. MOUNT FLUSH TO FINISHED WALL. SEE A,B/EJ210 HVI PANEL WITH FLANGED INLETS/RECEPTACLES, SUPPLIED BY OWNER AND INSTALLED BY DIVISION 26 CONTRACTOR. SEE A,B/EJ210 POWER FEED FROM BREAKER PANEL 120V HUBBELL #2316 FLANGED RECEPTACLE 240V HUBBELL #2326 FLANGED RECEPTACLE SUPPLIED BY OWNER AND INSTALLED BY DIV. 26. POWER TO CLOCK/NETWORK RACKS, INSTRUCTION ROOM AUXILIARY MONITORS/PROJECTORS/IR EMITTERS 120V HUBBELL #2315 FLANGED INLET 240V HUBBELL #2325 FLANGED INLET SUPPLIED BY OWNER AND INSTALLED BY DIV. 26. 4" (102mm) SQUARE BOX, 1 1/2" (38.1mm) DEEP (RACO #232 OR EQUIVALENT) 4" (102mm) SQUARE SINGLE GANG COVER (PLASTER RING DEPTH DETERMINED BY WALLBOARD THICKNESS), SEE C/TA530 (RACO #768 OR EQUIVALENT) 4" (102mm) SQUARE EXTENSION RING, 1 1/2" (38.1mm) DEEP (RACO #203 OR #204 OR EQUIVALENT) DOUBLE GANG SWITCH BOX, 3 1/2" (89mm) DEEP (STEEL CITY GW 235 OR EQUIVALENT) SUPPLIED AND INSTALLED BY DIVISION 26 CONTRACTOR POWER FEED FROM HVI PANEL. NEUTRIK NAC3MPB POWERCON CONNECTOR SUPPLIED BY OWNER AND INSTALLED BY DIVISION 26 ONTRACTOR SEE A,B/EJ210, A,E/EJ510 POWER FEED TO INSTRUCTION ROOM PROJECTORS, AUXILIARY MONITORS, IR EMITTERS, ETC. NEUTRIK NAC3MPA POWERCON CONNECTOR SUPPLIED BY OWNER AND INSTALLED BY DIVISION 26 CONTRACTOR SEE A,B/EJ210, A,E/EJ510 HVI B PANEL WITH FLANGED INLETS/RECEPTACLES, SUPPLIED BY OWNER AND INSTALLED BY DIV. 26 CONTRACTOR. SEE A,B/EJ210 SINGLE GANG SWITCH BOX, 3 1/2" (89mm) DEEP (STEEL CITY GW 135 OR EQUIVALENT) SUPPLIED AND INSTALLED BY DIVISION 26 CONTRACTOR POWER FEED FROM CLOCK HVI PANEL. NEUTRIK NAC3MPB POWERCON CONNECTOR SUPPLIED BY OWNER AND INSTALLED BY DIVISION 26 CONTRACTOR SEE A,B/EJ210, A,E/EJ510 HVI C PANEL WITH FLANGED INLETS/RECEPTACLES,SUPPLIED BY OWNER AND INSTALLED BY DIV. 26 CONTRACTOR. SEE A,B/EJ210 A AV ROOM HVI PANEL DETAIL B DOUBLE GANG ELECTRICAL BOX C SINGLE GANG ELECTRICAL BOX D AUDIOVISUAL EQUIPMENT SCHEDULE E AV ROOM ELECTRICAL WIRING DIAGRAM G AV ROOM HVI C PANEL DETAIL F AV ROOM HVI B PANEL DETAIL PROJECTOR IR EMITTER IR EMITTER AUXILIARY MONITOR HVI PANEL (ROOM 2B) HVI PANEL (ROOM 1A) HVI PANEL (CLOCKS) ROOM NETWORK RACK HVI B PANEL (ROOM 1A) HVI B PANEL (ROOM 2B) US STYLE DUAL DUPLEX RECEPTACLE US STYLE DUPLEX RECEPTACLE US STYLE DUPLEX RECEPTACLE US STYLE DUPLEX RECEPTACLE CLOCK NETWORK RACK HVI C PANEL (CLOCKS) POWER PANEL SUPPLYING CIRCUITS TO AUDIOVISUAL ROOM. 3 CIRCUITS 20A EACH. CIRCUITS MUST BE ON SAME PHASE AND ON EMERGENCY POWER. (SEE ELECTRICAL DRAWINGS) INSTRUCTION ROOM 1A (SEE EJ112, EJ113) INSTRUCTION ROOM 2B (SEE EJ112, EJ113) AUDIOVISUAL ROOM (SEE A,B/EJ210, A,F/EJ510) DA V ID E .WESEM A NNPE11200117 STATE OF R E G I STERED IND I A N AP R O F ESSIONALENGINEER 324 S. State St., Suite 400 Salt Lake City, UT 84111 800 678 7077 801 328 5151 fax: 801 328 5155 www.spectrum engineers.com SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: MHTN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595 6700 Telefax (801) 595 6717 www.mhtn.com 07/31/2012 7/ 2 7 / 2 0 1 2 3 : 2 1 : 4 8 P M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ c l s \ D o c u m e n t s \ 1 0 0 7 5 E l e c C e n t r a l _ c l s . r v t AV EQUIPMENT SCHEDULE, BOX DETAILS EJ510 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R D A Y S A I N T S 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012 2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 152HALL 157CHAPEL 170BAPTISTRY 173CONFIRMATION ROOM 172BAPTISTRY CHAPEL 178BAPTISTRY RECEPTION 174LAUNDRY ROOM 175CLOTHING ISSUE 102WAITING ROOM 119BREAK ROOM 106 WORK ROOM 101RECOMMEND DESK 111 COUNSELOR OFFICE 110PRESIDENT'S OFFICE 112COUNSELOR OFFICE 133MEN DRESSING 123WOMEN DRESSING 137MEN INSTRUCTION 127WOMEN INSTRUCTION 115BRIDE ROOM 220 220 220 220 220 220 220 218 218 218 218 218 CLOCK NETWORK PATCH ROOM #PATCH #ROOM NAME RESERVED RESERVED ROOM 1-2 NETWORK PATCH NOTE: DIVISION 26 CONTRACTOR TO SUPPLY & INSTALL CONDUIT, ELECTRICAL BOXES, ROOM #PATCH # AND CAT6 CABLE AS PER AUDIOVISUAL SHEETS AND SPECIFICATIONS. CAT6 CABLE AND CONNECTIONS TO BE TESTED AND CERTIFIED 100% 1 FROM DEVICE NAME 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24RESERVED 218 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 ROOM #PATCH #ROOM NAME ROOM 2 PATCH PANELCLOCK PATCH PANEL 2 ROOM 1 PATCH PANEL CLOCK PATCH PANEL 1 RESERVED RESERVED RESERVED RESERVED RESERVED RESERVED RESERVED RESERVED RESERVED RESERVED RESERVED RESERVED RESERVED RESERVED AUDIOVISUAL ROOM YOUTH ROOM RESERVED RESERVED RESERVED RESERVED RESERVED RESERVED RESERVED RESERVED 220 310RESERVED WORKERS' INSTRUCTION TS 310RESERVED WORKERS' INSTRUCTION MONITOR 311 311 RESERVED ROOM 1 PI-3 RESERVED ROOM 1 POWER CONTROLLER ROOM 1 ALTAR INTERFACE ROOM 1 ROOM PANEL 1 ROOM 1 ROOM PANEL 2 ROOM 1 VIDEO PROJECTOR-MAIN ROOM 1 VIDEO PROJECTOR-BACKUP ROOM 1 PROJECTOR PI-0 ROOM 1 DIMMER INTERFACE VP VP VP DM RP RP A RESERVED ROOM 1 POE INJECTOR TS TM RESERVED CONTROL SERVER AVNET RESERVED CONTROL PI-1 AVNET RESERVED SERVER WAN RESERVED SERVER WAN RESERVED CLOCK 726 INTERFACE RESERVED CLOCK POWER CONTROLLER RESERVED ROOM 1 FILE SERVER AVNET RESERVED ROOM 1 RACK POWER CONTROLLER RESERVED ROOM 1 UPS RESERVED ROOM 1 AUDIO AMP 224 224 224 224 224 224 224 224 224 224 224 224 224 224 224 224 224 RESERVED RM 1 DRAPE CONTROL PI-2 DC ROOM 1 AUXILIARY PORT AP220 224 224 224 224 224 YES YES YES YES YES YES YES YES CONTRACTOR CERTIFIED? ROOM #PATCH #FROM DEVICE NAME CONTRACTOR CERTIFIED? YES YES YES YES YES YES YES RESERVED WORKERS' INSTRUCTION TS RESERVED WORKERS' INSTRUCTION MONITOR RESERVED ROOM 2 PI-4 RESERVED ROOM 2 POWER CONTROLLER ROOM 2 ALTAR INTERFACE ROOM 2 ROOM PANEL 1 ROOM 2 ROOM PANEL 2 ROOM 2 AUXILIARY MONITOR CONTROL RESERVED ROOM 2 DRAPE MOTOR CONTROL PI-2 ROOM 2 DIMMER INTERFACE CM DM RP RP A RESERVED ROOM 2 POE INJECTOR TS TM RESERVED CONTROL SERVER AVNET RESERVED CONTROL PI-1 AVNET RESERVED SERVER WAN RESERVED SERVER WAN RESERVED RESERVED CTRL SERVER POWER CONTROLLER RESERVED ROOM 2 FILE SERVER AVNET RESERVED ROOM 2 RACK POWER CONTROLLER RESERVED ROOM 2 UPS RESERVED ROOM 2 AUDIO AMP RESERVED ROOM 2 PI-3 ROOM 2 AUXILIARY PORT AP DC 218 224 224 146 141A 144WORKER STUDY A IR TRAINING ROOM AUDIO, DEDICATION AUDIO A/R BELDEN 9451, 2 CONDUCTOR 22 AWG STRANDED/SHIELDED IR TRANSMITTER JUNCTION BOX 2 STANDARD J-BOX MOUNTED AT SPEAKER, FRONT & SIDE 4 STANDARD J-BOX MOUNTED AT ROOM PANEL DISPLAY 4 3" DEEP, 4" SQUARE WITH DOUBLE GANG PLASTER RING. MOUNT AT +60" (1525mm) O.C. ALTAR INTERFACE JUNCTION BOX 2 3" DEEP, 4" SQUARE WITH DOUBLE GANG PLASTER RING. MOUNT FLUSH TO FLOOR PROJECTOR/AUX MONITOR VIDEO, IR XMTR, DEDICATION VIDEO, DEDICATION TV CABLE A/R NOTE: DIVISION 26 CONTRACTOR TO SUPPLY & INSTALL CONDUIT, ELECTRICAL BOXES, BELDEN 1694A, 75 OHM COAX (RG-6U) 18 AWG SOLID NETWORK CABLE (CAT6)A/R BELDEN 2413, 8 CONDUCTOR 23 AWG SOLID, UTP CAT6 LAN SYMDESCRIPTION QTYAPPROVED TYPES EJ112, B/TA310 TRANSMITTER LOCATION. SEE C/EJ510 EJ112, D,E/TA310 EACH SPEAKER LOCATION. SEE B/EJ510 AFF WHERE SHOWN ON PLANS. SEE EJ112 EJ112, C/TA550 EJ112, A/TA310 D J RP A 0 RELAY PANEL INTERIOR CONTROL CONNECTION EJ112 1EJ112 1 DRAPERY MOTOR CONTROL BOX EJ112 LC CONTROLLED AUX MONITOR JUNCTION BOX DRAPERY MOTOR CONTROL LIGHTING RELAY PANEL CONTROL STANDARD J-BOX MOUNTED AT MONITOR LOCATION AUXILIARY SEAT-BACK MONITOR 8 7.5"x7.5"x3" DEEP CONCRETE FLOOR BOX WITH BRASS 6" DIA PLATE (HUBBELL S1SFB WITHJUNCTION BOX EJ112, TA560SM DIMMER INTERFACE PANEL (A/B ROOMS)2 LUTRON DIMMER AV INTERFACE BOX. EJ112DM S1TFCBRS COVER PLATE OR EQUIVALENT) SPEAKER CABLE, SB MONITOR POWER CABLE A/R BELDEN 6100UE, 2 CONDUCTOR 14 AWG TWISTED PAIRC GROUND WIRE A/R 12 AWG, TYPE THHN, GREENK 0 3" DEEP, 4" SQUARE WITH DOUBLE GANG PLASTER RING. MOUNT FLAT AT FLOOR(CHAPEL SOUND) EJ112 0EJ112 0 3" DEEP, 4" SQUARE WITH SINGLE GANG PLASTER RING. MOUNT AT +60" AFFEJ112M MA CEILING SPEAKER (CHAPEL SOUND) CHAPEL SOUND CONTROL JUNCTION BOX MIXER/AMPLIFIER JUNCTION BOX STANDARD J-BOX MOUNTED AT EACH SPEAKER LOCATION. SEE EJ112 TRAINING ROOM MONITOR JUNCTION BOX 0 LEVITON 47605-14E STRUCTURED MEDIA BOX WITH LEVITON 47605-ACN RECEPTACLE.EJ112TM TRAINING ROOM TOUCH SCREEN 0EJ112TS 3" DEEP, 4" SQUARE WITH DOUBLE GANG PLASTER RING. VIDEO PROJECTOR JUNCTION BOX 2 3" DEEP, 4" SQUARE EJ112, F/TA310VP AUXILIARY NETWORK PORT 2EJ112AP 3" DEEP, 4" SQUARE WITH SINGLE GANG PLASTER RING. MOUNT AT STANDARD OUTLET HEIGHT. (GRX-CI-NWK-E OR EQUIVALENT) AUXILIARY MONITOR JUNCTION BOX 2EJ112, B/EJ510AM CM STANDARD J-BOX MOUNTED AT OUTLET HEIGHT DC DEDICATION CONTROL JUNCTION BOX 1 DEDICATION SUPPORT BOX 0EJ610, EJ111, C/TA530 CIRCLE AW 464SC OR EQUIVALENT 4"x6"x4" DEEP FLUSH MOUNT WITH WP COVER 12"x12"x4" DEEP FLUSH MOUNT WITH COVER EJ610, EJ110, C/TA530 CIRCLE AW 12124SC OR EQUIVALENT DS DE DEDICATION TV OUTLET SEE EJ110, EJ111,15 3" DEEP, 4" SQUARE WITH SINGLE GANG PLASTER RING. MOUNT AT STANDARD OUTLET HEIGHT CLOCK DISPLAY J-BOX 23 3" DEEP, 4" SQUARE WITH DOUBLE GANG PLASTER RING. MOUNT AT +66" (1675mm) AFF EJ112, EJ113, A/TA530, C/EJ510 EJ110, EJ111. EJ112, EJ113, A,B/TA550 TV CS WHERE SHOWN ON PLANS. SEE DETAIL B/EJ510 AND CABLE AS PER AUDIOVISUAL SHEETS AND SPECIFICATIONS OA 3" DEEP, 4" SQUARE WITH SINGLE GANG PLASTER RING.(CHAPEL SOUND) EJ112 ORGAN AUDIO JUNCTION BOX 0 SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE A AUDIOVISUAL RISER DIAGRAM-2 ROOM B 'DE' PANEL RISER DIAGRAM C AV NETWORK PATCH SCHEDULES D ELECTRICAL EQUIPMENT SCHEDULE J 5 RIGHT SIDE SPEAKERS LEFT SIDE SPEAKERS RF RS C LS RS FRONT SPEAKERS IR EMITTER LSLF ALTAR INTERFACE VIDEO PROJECTOR '1A' INSTRUCTION ROOM 315 IR AVP RP ROOM PANEL DISPLAY #2 RP ROOM PANEL DISPLAY #1 ONLY BELDEN CABLE AND APPROVED EQUIPMENT WILL BE ACCEPTED. CONDUITS WILL BE ø3/4" (20mm) UNLESS OTHERWISE INDICATED, AND ACCORDING TO LEGEND AND SPECIFICATIONS. LEAVE 18" (.5M) SERVICE LOOP AT EACH FINAL JUNCTION BOX LEAVE 72" (2M) AT LOW VOLTAGE INTERFACE BOX AND NETWORK BOXES. NO CABLE SPLICING ALLOWED. LEAVE 36" (1M) SERVICE LOOP AT INSPECTION PULL BOXES (MECH. FLOOR) FOR EACH CABLE. NO CABLE SPLICING ALLOWED. DIV 26 CONTRACTOR TO SUPPLY & INSTALL JUNCTION BOXES, CONDUIT AND CABLE AS PER AUDIOVISUAL SHEETS AND SPECIFICATIONS. DRAPE MOTOR CONTROL (MECHANICAL ACCESS) 6" X 6" (152 X 152mm) WIREWAY EJ112, A,B/EJ210 CCC CCA J IR EMITTER ALTAR INTERFACE IR A JAJJJJJ TO PHONE MDF/IDF (AV USE ONLY) **DO NOT TERMINATE TO PATCH PANEL** 32 2 CF ROOM PANEL DISPLAY #1 RP J ALL CABLES ROUTE THROUGH WIREWAY TERMINATION AT CLOCK & NETWORK RACKS BY DIV 26 TO LVI PANEL, CLOCK, OR ROOM NETWORK RACKS SEE DETAILS A,B/EJ210 LVI PANEL BOX TO BE SUPPLIED AND INSTALLED BY DIVISION 26 CONTRACTOR 12"x24"x6" (305x610x152mm) ∅2" NOTES: C FRONT SPEAKER CISCO SWITCH LOCATION CLOCK DISPLAYS - SEE TA520, C/TA550, TA210, TA211 EACH CLOCK HAS HOME-RUN CABLE FROM NOTED LOCATION TO CLOCK NETWORK RACK PATCH PANEL (AV ROOM 309) JJJ AUDIOVISUAL WOMEN DRESSING MEN INSTRUCT MEN BRIDE WOMEN DRESSING 133 123 115 127 137141A CHAPEL J 111 110 112 COUNSELOR PRESIDENT OFFICE ∅3/4" (20mm) IN CONCRETE SLAB J AUXILIARY PORT J 119 106 BREAK J WORK 101 ROOM RIGHT SEAT-BACK MONITORS LEFT SEAT-BACK MONITORS CC SMSM JJ 44 WORKER 144 YOUTH ROOM 146 3 2 3 2 23 22 3 OFFICE COUNSELOR OFFICE ROOM RECOMMEND DESK J J CS CS 173 172 CONFIRM J CS BAPTISTRY 178 CHAPEL 2 3 ROOM BAPTISTRY RECEPTION CONTROLLED AUXILIARY MONITOR CM '2B' INSTRUCTION ROOM 316 ∅1.1/2" (40mm) ∅1.1/2" (40mm) ∅1" (25mm) ∅1" (25mm) ∅1" (25mm) J CS CS J CS J CS CS J CS J CS CS J CS CS J CS J CS CS J CS CLOCK/ROOM NETWORK RACK CABLE ACCESS CUT 14.5"x12" (370x305mm) OPENING ∅3/4" (19mm) (IN CONCRETE SLAB) KK ROOM PANEL DISPLAY #2 RP J K DIMMER A/V INTERFACE (ROOM A) DM J AUXILIARY PORT AP APDMDC TN IN GYP ROCK. SEE DETAILS A,B/EJ210 MOUNT FLUSH WITH FINISHED WALL B-LINE 12246SC OR EQUIVALENT CLOCK AND ROOM NETWORK RACKS AND PATCH PANELS SUPPLIED BY OWNER, PIVOTING PANEL WALL MOUNT RACKS 21"x16"x18" (535x410x460mm) MIDDLE ATLANTIC PPM-8-18K EJ112, A,B/EJ210 LEAVE 30' (10M) TAIL MINIMUM K A GROUNDING BUSS BAR WITH A SINGLE, DEDICATED, INSULATED, 8AWG (1/3.26mm) TYPE THHN, GROUND CABLE FROM MAIN ELECTRICAL PANEL GROUND TO LVI-1 ELECTRICAL BOX. LOCATION SPECIFIED BY ARCHITECT DIMMER A/V INTERFACE (ROOM B) LOCATION SPECIFIED BY ARCHITECT TERMINATION AT LVI PANEL BY DIV 26 (ACCESS THRU CEILING ABOVE AV ROOM) **DIV 26 CONTRACTOR TO TERMINATE CLOCK NETWORK CAT6 (TYPE 'J') CABLES AT CLOCK NETWORK PATCH PANEL AND RJ45 CONNECTORS AT EACH CLOCK END. **ALL CAT6 (TYPE 'J') CABLES TO BE TESTED AND CERTIFIED 100% CABLES CONTINUE THROUGH INDIVIDUAL BOXES TO DESTINATIONS **DIV 26 CONTRACTOR TO TERMINATE ROOM NETWORK CAT6 (TYPE 'J') CABLES AT ROOM NETWORK PATCH PANEL. LEAVE TAILS AS SPECIFIED AT OPPOSITE END INSTALLED BY DIVISION 26 CONTRACTOR (50mm) KKK CLOCK NETWORK ROOM 1-2 NETWORK (LVI-1) (TYP 4) ROUTE CONDUITS FROM WIREWAY TO TOP OF STEEL STUD WALL. USE INSIDE OF WALL AS WIREWAY SEE A,B/EJ210 LVI PANEL 1 A,B/EJ210, EJ112 (AV ROOM 141A) CABLE CANNOT BE LOOPED FROM ANY OTHER SOURCE. FOR CONNECTION DETAILS, SEE C/EJ610 FOR CONNECTION DETAILS, SEE C/EJ610 DIV 26 CONTRACTOR TO TERMINATE STATIC GROUND (TYPE 'K') WIRES AT LVI-1 GROUNDING BUSS BAR. LEAVE TAILS AS SPECIFIED AT OPPOSITE END. DIV 26 CONTRACTOR TO SUPPLY AND INSTALL C 2 ∅1" (25mm) ∅1.1/2" (40mm) ACCORDING TO CONTRACT DOCUMENTS SECTION 260762, SUB SECTION 5.3 AND SECTION 271513. SMSM J 2 A C J 2 A C AA 22 22 ∅1" (25mm) RIGHT SEAT-BACK MONITORS LEFT SEAT-BACK MONITORS CC SMSM JJ 44 SMSM J 2 A C J 2 A C AA 22 22 ∅1" (25mm) AV ROOM CABLE DESTINATION LEGEND 1. ALL TYPE A, C, D, AND K CABLES WILL TERMINATE 2. ALL TYPE J CABLES WILL TERMINATE AT THEIR RESPECTIVE AT LVI-1 (ROOMS 159 & 154). CLOCK OR ROOM NETWORK PANELS EXCEPT FOR THE FOLLOWING a. TWO (2) TYPE J CABLES FROM THE VIDEO PROJECTOR b. ALL TYPE J CABLES FROM THE SEAT-BACK MONITORS c. TWO (2) TYPE J CABLES FROM THE CONTROLLED AUX. MONITOR CABLES THAT TERMINATE IN LVI PANEL 1 (ROOMS 184 & 190): VP CM SM ∅1.1/2" (40mm) J 4 ∅1" (25mm) AA ROOM STUDY INSTRUCT J 174 175 LAUNDRY CLOTHING 102 ISSUE 2 3 ROOM WAITING ROOM J CS CS J CS J J CS CS 152 157 HALL J CS CHAPEL 170 2 3 BAPTISTRY LOOP CABLES THROUGH DESIGNATED ROOMS. DEDICATION TV OUTLETS SEE A/TA530, EJ110, EJ111, EJ112 (DE) ONLY APPROVED TYPE CABLE WILL BE ACCEPTED. CONDUITS WILL BE ø3/4" (20mm) UNLESS OTHERWISE INDICATED, AND ACCORDING TO LEGEND AND SPECIFICATIONS. LEAVE 18" (.5M) SERVICE LOOP AT EACH FINAL JUNCTION BOX AND 72" (2M) AT DEDICATION CONTROL 'DE' BOX FOR EACH CABLE. NO CABLE SPLICING ALLOWED. LEAVE 36" (1M) SERVICE LOOP AT INSPECTION PULL BOXES (MECH. FLOOR) FOR EACH CABLE. NO CABLE SPLICING ALLOWED. DIVISION 26 CONTRACTOR TO SUPPLY & INSTALL BOXES AND CONDUIT WITH CABLE AS PER AUDIOVISUAL SHEETS AND SPECIFICATIONS. NOTES: ∅2"∅2" 6" X 6" (152 X 152mm) WIREWAY EJ112, A,B/EJ210 ALL CABLES ROUTE THROUGH WIREWAY TERMINATION AT 'DE' PANEL BY DIV 26 (50mm) 'DE' PANEL JUNCTION BOX ROOM 172 TO BE SUPPLIED, AND INSTALLED BY DIVISION 26 CONTRACTOR 12"x12"x6" (305mm X 305mm X 152mm) B-LINE 12126SC OR EQUIVALENT "T" JUNCTIONS WITH SPLITTERS ARE NOT ALLOWED. A TV TV A WORKER PASS THRU COUNSELOR OFFICE CONFIRMATION BAPTISTRY BAPTISTRY BAPTISTRY ROOM BRIDES ROOM TV A 153 157 144 110 112 115 170 170 172 173 PRESIDENT OFFICE B02 SEALING 1 149 ROOM CHAPEL A TV TV A TV TV A A A TV TV A TV A A TV A TV SHOP TV A 111 COUNSELOR OFFICE TV A 106 WORK ROOM TV WAITING ROOM 102 CHAPEL FLOOR AV ROOM 141 D A 3 2 (25mm) ∅1" J ROOM 1-2 NETWORK RACK A,B/EJ210, EJ112 STUDY ENTIRE SHEET REVISED DA V ID E .WESEM A NNPE11200117 STATE OF R E G I STERED IND I A N AP R O F ESSIONALENGINEER 324 S. State St., Suite 400 Salt Lake City, UT 84111 800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: MHTN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 07/31/2012 9/ 7 / 2 0 1 2 1 1 : 4 1 : 2 4 A M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ b x w \ D o c u m e n t s \ R e v i t M E P 2 0 1 2 \ 1 0 0 7 5 E l e c C e n tr a l _ b x w . r v t AV RISER, NETWORK PATCH, ELECT EQUIP SCHEDULE EJ610 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012 2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 109-10-2012ADDENDUM #3 F.E.C. "OL" "OH" "OR"(AS5) (AS5) (AS5) (AS5) (V1) (V1) (DX9) (DX9) (DX9) (DX9) (V1) (DX9) "R1" CS10 (V1) (WB3) 5 N K G L.9L M 7 6 H 4.9 CS19 CS11 CS20 LOWER FONT B05 STORAGE B02 HALL B01 STORAGE B08 WORKSHOP B07 CHASE B06a STAIR S001 SECURITY B03 MECH B06 (V1)(V1) (V1)(V1) (V1) 3 3 GE N E11E11 2E3 OH1 OH3 OH5 TO ABOVE (V 1 ) 1 2 1 (V1)(V1) (V1) (V1) (V1) (V1) (V1) (V1) (V1)(V1) (V1) (V1)(V1) (V1)(V1)(V1) (V1) (AS5)(AS5) (AS5) (V1) (V1) (V1) 2 DA V ID E .WESEM A NNPE11200117 STATE OF R E G I STERED IND I A N AP R O F ESSIONALENGINEER 324 S. State St., Suite 400 Salt Lake City, UT 84111 8006787077 8013285151 fax: 8013285155 www.spectrumengineers.com SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: MHTN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 5956700 Telefax (801) 5956717 www.mhtn.com 07/31/2012 9/ 1 4 / 2 0 1 2 1 : 2 4 : 2 0 P M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ c l s \ D o c u m e n t s \ 1 0 0 7 5 E l e c C e n t r a l _ c l s . r v t BASEMENT LIGHTING PLAN EL100 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R D A Y S A I N T S 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012 CLS DEW 2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SCALE: 1/8" = 1'0"A1 BASEMENT LIGHTING PLAN GENERAL SHEET NOTES SHEET KEYNOTES 209172012ADDENDUM #4 1CIRCUIT 2E3 SHALL HAVE UNSWITCHED HOT RUN INTO AD DITION TO SWITCHED HOT (SWITCHED HOT IS CIRCUIT RUN THROUGH RELAY PANEL). UNSWITCHED CIRCUIT SHALL RUN THROUGH WALL OCCUPANCY SENSOR TO (W3) LI GHT FIXTURE IN HALL B01. 2FIXTURE ON OCCUPANCY SENSOR ONLY (NO SWITCH). REF. F.E.C. F.E.C. F.E.C. F.E.C. (AS48) (AS24) (AS2) (AS48) (AS1) (TS1) (DX1) (DX2) (DX10) (TS1) (DX10) (DX10) (DX1) (TS2) (DX1) (DX10) (DX1b) (DX1b) (TS2) (DX1) (DX1)(G98) (DX1)(DX1) (DX1)(DX7) (DX1) (DX1) (TX1) (DX1) (DX1)(DX1)(DX1)(DX1) (DX1) (DX1)(DX1) (DX1)(DX1) (DX1) (DX1) (DX1) (TS2) (TX0) (DX1) (DX1) (TS2) (DX1) (DL1) (DL1)(DL1) (DX1) (DX1) (DX1)(DX1) (DX1)(DX1) (DX6)(DX6)(DX11) (DX12) (DX12) (DX1) (TS2) (TS2) (DX1) (DX1) (DX2)(DX2) (DX2) (TX3) (TX3) (DX13) (DX13) (DX13) (TX5) (DX13) (TS2) (DX1) (TX1) (DX1) (TS2) (TS2) (TX6) (DX3) (DX3) (TX6) (DX3) (DX3) (DX1) (TS2) (DX1) (DX1) (DX1) (G97) (G97) (TX0) (DX10)(DX10) (TX0) (DX1)(DX1) (G97) (DX10) (TX4) (G97) (G97) (DX1) (TS2) (DX1) (G97) (G97) (DX1) (DX1) (DX1) (DX1)(DX1) (DX1) (G99) (G97) (G97) (DX1) (G98)(DX1) (G97) (DX1) (DX1)(DX4)(DX1) (DX1) (DX1) (G97) (TS1) (DX1) (DX1) (DX10) (DX10) (DX1) (DX1) (DX1) (TS1)(TS1) (TS1) (DX1) (DX1) (DX1)(DX1) (AS4) (DX7)(DX1) (DX6)(DX6) (DX11)(DX11) (AS1) (TS1) (AS48) (AS12) (AS48) (TS2) (DX1) (AS48) (G97) (DX1) (DX1) (DX1) (DX8) (DX8) (DX8) (DX8) (DX8) (DX8) (DX1) (G97) (G97) (DX1)(DX1) (DX1)(DX1) (WX1) (WX2) (WX2) (WX2) (WX2) (WX3) (WX3) (DX1) (DX1)(DX1) (TX8) (TX1)(TX1) (TX1) (G97) (DX1) (TS2) (TS1)(TS1)(TS1) (DX1) (DX1) (DX1) (DX1) (AS4) (TX2) (TX2) (TX2) (TX2) 1 1 (UC1) (UC1) (UC1)(UC1) (G97) (G97) (UC1) CS1 CS7CS5 CS4 CS6 CS8 12345810111213 A B F N E D K G L.9 B.4 L 4.8 C 9 M 7 6 1.7 H 4.9 E.2 8.711.7 (DX5)(DX5) DMA DMB CS13 CS3 CS16 CS17 CS18 CS21 CS14 CS15 2 3 3 3 4 4 4 4(UC1) E11 (DX1) (DX1)(DX1)(DX1)(DX1) (DX1) (DX1) E11 E11 E11 E11 E11 (DX1) (AS7)(AS7) ALL COVE EMERGENCY ALL COVE EMERGENCY EM EM EM EM EM EM EM EM EM EM EM 5 (DX7) (DX7) (DX4) (DX4) (DX8) (DL1) (DL1) (DL1) (DL1) PASS THRU 153 RESTROOM 171A CUSTODIAL 105 BOYS DRESSING 171 GIRLS DRESSING 161 BOOTH MEN 131 Room 146O INSTRUCTION A 159 Room 146H Room 146Z Room 146Y Room 146Q VESTIBULE 100 HALL 174A DRESSING WOMEN 123 BREAK 119 WORKER STUDY 144 INSTRUCTION D 127B WARDROBE 114 FOYER 116 CONFIRMATION 173 VESTIBULE 155 Room 146L VESTIBULE 147 YOUTH 146 RESTROOM WOMEN 122 HALL 127C HALL 125 Room 146U HALL 135 INSTRUCTION MEN 136 INSTRUCTION D 137B HALL 137C INSTRUCTION D 127A INSTRUCTION WOMEN 126 BRIDE / MATRON 115 HALL 151 COATS 101A BAPTISTRY 170 COUNSELOR OFFICE 112 Room 156B RESTROOM 145CLOSET 149A INFANT WAITING 146B Room 146T INSTRUCTION 2 148 WORKER DRESSING MEN 134 WORKER DRESSING WOMEN 124 RESTROOM MEN 132 HALL 142 RESTROOM WOMEN 102A Room 146X RESTROOM 110B WARDROBE 110A COUNSELOR OFFICE 111 PRESIDENT OFFICE 110 Room 146K RESTROOM MEN 102B RESTROOM 146A INSTRUCTION B 154 CORRIDOR 182 VESTIBULE 180 STORAGE 181 WORKROOM 106 ENTRY 179 RECEPTION 178 Room 146J HALL 152 RESTROOM 118 HALL 108 WARDROBE 117 DRESSING MEN 133 AUDIOVISUAL 141A Room 146I INSTRUCTION 1 149 Room 146M VESTIBULE 130 VESTIBULE 120 Room 146PBOOTH WOMEN 121 INSTRUCTION MEN 137 INSTRUCTION D 137A INSTRUCTION WOMEN 127 HALL 158 CHAPEL 157 CORRIDOR 176 HALL 103 RESTROOM 161A CLOTHING 175 LAUNDRY 174 Room 146N Room 146G HALL 140 ENTRY 101 Room 146R CORRIDOR 177 WAITING 102 WAITING 107 HALL 104 VESTIBULE 170A BAPTISTRY CHAPEL 172 VESTIBULE 154A (DX1) (DX3) (DX3) (DX3) (AS8) (AS8) (AS8) (AS8) (AS8) (DX8) (DX8) (DL2)(DL2) (TX7)(TX7) (AS7)(AS7) (DX5)(DX5) (DX3) (DX1) (DX1) (UC1) (TX7) (DX1) (G98) (G94) (G94) (G94) (G94) (G92) (G92) (G94) (G92) (DX1) (G94) (DX1) (DX1)(DX1) 2LB73 2LB75 2HB3 2LB77 TO ROOM OUTLET 2E5 2HA1 2E7 2QL21 E11 2QH1 2QL22 2QL23 2HB7 (UC1) 2HA3 2E9 2LA43 2HA5 E11 2LA45 2E13 2LA47 6 2HA7E11 E11 2LB79 2E27 2LB81 2LB83 2QH15 2HB13 2E21 2LB42 2HB17 2LB44 2LB46 2LB48 2LB50 2LB52 2QL29 2QH5 2QH7 2QL27 2QH9 2QH3 2QL24 DMB1 DMB3 DMB4 DMB5 2QL25 DMA1 DMA2 DMA3 2LA49 2HA9 2E23 2E25 TO ABOVE 6 2HB9 2LB56 2E2 2E29 2LB58 2HB1 2HB21 2HB5 2E4 6 2E17 2LB60 2HB23 2E6 2LB62 2HB19 6 E11 (UC1) (AS4) (AS4) E11 E11 (DX1) HALL 174A Room 146D Space B6 (OF7)(OF7) (OF7) (OF7)(OF7) (DX14) (DX14) (WB3) 2E15 DMB6 DMB2 (DX1) (DX14)(DX14) 7 (TS2) (WS2) (WS1) (WS1) (WS2) (WS2) (WS1) (WS1) (WS1) (WS1) (WS1)(WS1) CS2 2LA44 6 (DX15) 8 8 8 8 (DX11) (DX11) (DX12) (DX12)(DX12) (DX12) (DX12) (DX12) (DX11) (DX11) (DX11) (TS1)(TS1) (TS1) (TS2) (TS2) (DX10)(DX10) (TX3) (TX3) (TX3) (TX3) (TS1) (TS1)(TS1) (TX0) (TS2) (DX13) (DX13) (DX13) (DX13) (DX3) (DX3)(DX3)(DX1) (DX3)(DX3) (DX3) (DX1) (DX3) (DX3) (DX1) (DX1) (DX1) (DX1) (DX1) (DX1) (DX1)(DX1)(DX1)(DX1) (DX1)(DX1) (G97) (G97) (DL1) (DL1) (DL1) (DL1) (DL1) (DL1) (DL1) (DL1) (DL1) (DL1) (DL1) (DL1) (DX1)(DX1) (DX1) (DX1) (DX1) (DX1) (DX1) (DX1) (DX1) (DX1) (DX1) (DX1)(DX1) (DX1) (DX1)(DX1)(DX1) (DX3) (DX1) (DX1) (DX1) (G97) (G97)(G97) (G97)(G97) (G97) (DX1) (DX1)(DX1) (DX1) (DX1) (G97) (G97) (G97) (G97) (G97) (G97) (G97) (G97) (G98) (G98) (G98) (G98) (AS2) (AS2) (AS2) (AS2)(AS2) (AS2) (AS22) (AS2) (AS22) (G97) (G97)(G97) (G97)(G97) (G97) (DX2) (DX2) (DX2) (DX2) (DX2) (DX2) (AS9) (AS9)(AS9)(AS9) (DX2) (DX2)(DX2) (DX2) (DX2) (DX2) (AS9) (AS9) (AS9) (AS9) (AS9) (AS92) (AS9) (AS9) (AS9) (AS9) (AS9) (AS9) (AS92) (DX1) (DX1) (DX1) (DX1) (G98)(G98) (AS1) (AS1) (AS1)(AS1)(AS1) (AS1) (AS1) (AS1) (AS1) (AS1) (AS1) (DX3) (DX3) (DX3) (DX3)(DX3)(DX3) (DX3) (DX3) (DX3) (DX3) (DX13)(DX13) (AS48) (AS12) (AS24) (AS12) (AS6) (AS48) (AS48) (DX1) (AS48)(AS12)(AS12) (AS48) (AS48) (AS48) (AS48) (AS48) (AS48) (AS24) (DX13) (DX13) (DX13) (DX13)(DX13) (DX13) (G97)(G97) (G97) (G98) (G98) (DX1) (DX1) (DX10)(DX10) (DX10) (DX1) (DX1) (DX1) (DX1) (DX1) (DX1) (DX1) (DX1) (G97) (G97) (G97) (G97) (DX1) (DX1)(DX1) (DX1) (DX1) (DX1) (DX1) (DX1) (DX1) (DX1) (DX10) (DX10)(DX10) (DX10) (DX10)(DX10) (DX10) (DX1) (DX10) (DX10) (DX10) (DX1)(DX1) (DX1) (DX1) (DX1) (TS2) (TS2) (DX1) (DX1) (TS2) (DX1) (DX1) (DX1) (DX1) (DX1) (DX1) (DX1)(DX1) (DX1) (DX1) (DX1) (DX1) (DX1) (DX1) (DX1)(DX1) (DX1) (DX1)(DX1)(DX1) (DX1) (DX1) (DX1) (DX1) (DX1) (DX1)(DX1)(DX1) (DX1) (DX1) (DX1)(DX1) (DX1) (DX1)(DX1)(DX1)(DX1) (TS2) (TS2)(DX1)(DX1) (DX1)(DX1) (DX10) (DX10) (DX10) (DX10)(DX10) (DX10) (DX1) (TS1) (AS48) (AS1) (AS1) (AS1) (AS1) (AS1) (AS1)(AS1)(AS1) (AS4)(AS4) (AS12) (AS12) (AS48) (TS1) (DX1) (DX1) (DX1) (DX1) (WX2) (WX2) (WX2) (WX2) (WS1) (WX3) (WX3) (AS48) (DX1) (DX1) (AS48) (AS48) (AS12) (DX3) (DX3) (DX3) (DX3)(DX3) (DX3) (DX3) (DX3)(DX3)(DX3) E11 (DX1) (DX1) (G97) (G97) (G97) (G97) (DX1) (DX1) (AS4) (UC1) (UC1) (UC1) (OF7) (OF7)(OF7)(OF7)(OF7)(OF7)(OF7) (OF7) (OF7) (OF7) (OF7) (OF7) (OF7) (OF7)(OF7)(OF7)(OF7) (DX1) (DX1) (DX14)(DX14) (DX14) (DX1) (DX1) (DX1)(DX1) (DX1) (DX1) (DX1)(DX1) (DX1) (DX1) (DX1) (DX10) (DX10) (DX10) (DX10) (DX10) (DX10) (DL1) (DX1) (DX1) (DX1) (DX1) (DX1) (WX1)(WX1) (DX1) (G94) (G94) (G94) (DX1) E11 E11 E11 E11 (TX1) (DX1) (TS2)(TS2) (TS2) (TS2)(TS2) (WS1) (WS1) (WS1) (WS1) (WS1) (WS1) (WS1) (WS1) (WS1)(WS1) (WS1) (AS9)(AS9) (DX3) (AS48) (DX1b) (AS48) (AS12) (AS24)(AS24) (AS24) (AS24) (AS48) (AS24) (AS48) 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 10 10 10 10 10 10 10 10 2 DA V ID E .WESEM A NNPE11200117 STATE OF R E G I STERED IND I A N AP R O F ESSIONALENGINEER 324 S. State St., Suite 400 Salt Lake City, UT 84111 8006787077 8013285151 fax: 8013285155 www.spectrumengineers.com SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: MHTN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 5956700 Telefax (801) 5956717 www.mhtn.com 07/31/2012 9/ 1 4 / 2 0 1 2 1 : 2 4 : 2 2 P M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ c l s \ D o c u m e n t s \ 1 0 0 7 5 E l e c C e n t r a l _ c l s . r v t FIRST FLOOR LIGHTING PLAN EL101 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R D A Y S A I N T S 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012 CLS DEW 2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 1LIGHTING IN THIS ROOM CONTROLLED BY LDS AV SYSTEM. 2PROVIDE LUTRON QSECINWKE CONTROL INTERFACE (2 T OTAL) IN MEZZANINE ELECTRICAL ROOM TO INTERFACE "DMA" & "DMB" WITH A/V SYSTEM. PROVIDE LUTRON GRXCBL346S CABLE BETWEEN GRAFIK EYE AND CONTROL INTERACE AND CAT 6 CABLE BETWEEN CONTROL INTERFACE AND A/V SYSTEM LOCATED IN A/V ROOM. 3LOCATE LINE VOLTAGE, WALL BOX DIMMERS AT 18"AFF ON CENTER. PROVIDE DIMMER FOR CHANDELIER, DOWNLIGHTS, COVE, AND WALL SCONCES. USE APPROPRIATE WATTAGES (1000W DIMMERS WILL NOT BE SUFFICIENT FOR COVE LIGHTING AND CHANDELER LOADS.LIGHTING IN ROOM TO BE CIRCUITED THROUGH RELAY PANEL, TO DIMMER SWITCHES , TO LIGHTING. 4PROVIDE SENTRY SWITCH "REMOTE LIGHTING SWITCH WITH LOCAL OVERRIDE", DECORA STYLE, BY SENTRY, LLC OR ENGINEER APPROVED EQUIVALENT. 5PROVIDE BODINE GTD20 FOR COVE LIGHTING. SEE DETA IL B4 ON SHEET EP607. 6CIRCUIT 2E3 SHALL HAVE UNSWITCHED HOT RUN INTO AD DITION TO SWITCHED HOT (SWITCHED HOT IS CIRCUIT RUN THROUGH RELAY PANEL). UNSWITCHED CIRCUIT SHALL RUN THROUGH WALL OCCUPANCY SENSOR TO (W3) LIGHT FIXTUR E IN HALL B01. 7COORDINATE MOUNTING OF LIGHTING IN VEIL AREA WITH ARCHITECTURAL DETAILS. 8THESE LOCATIONS MAY EXCEED THE CEILING THICKNESS OF THE LUMINAIRES SHOWN. PROVIDE MEANS AND METHODS TO PERMIT LUMINAIRES TO FIT. SECURE APPROVAL FROM ARCHITECT PRIOR TO ANY WORK ON THE CEILING. 9VERIFY FIXTURE LENGTHS AND QUANTITIES PRIOR TO ORDERING FOR COVE APPLICATIONS. 10ALL SUSPENDED FIXTURE LENGTHS AND FIXTURE MOUNTING HEIGHTS MUST BE VERIFIED IN THE FIELD WITH ARCHITECT AND OWNER PRIOR TO RELEASE OF EACH LUMINAIRE. SCALE: 1/8" = 1'0"A1 FIRST FLOOR LIGHTING PLAN GENERAL SHEET NOTES SHEET KEYNOTES 1.EXIT SIGNS SHALL RECEIVE UNSWITCHED POWER. 209172012ADDENDUM #4 "2HB" "2RB" "2 L B " "2MB" "M S C " "2 Q H " "2 E " "2 H A " "2 Q L " "2 M A " "2 L A " (SA1)(SA1)(SA1) (SA1) (SA1) (SA1) (SA1) (SA1) "2RA" CS9 CS12 3P (WB3) (WB3) 12345810111213 A B F N E D K G L.9 B.4 L 4.8 C 9 M 7 6 1.7 H 4.9 E.2 8.711.7 (SA1) MECH 205 Room B2 Room B3 BOILER ROOM 206 MECH 203 STAIR S201 TECHNOLOGY 204 (SA1) (SA1) (SA1) (SA1) (SA1) (OF7) (OF7) (OF7) (OF7) (OF7) (OF7) (OF7) (OF7) (OF7) (OF7) (OF7) (OF7) (OF7) (OF7) (OF7) (OF7) (OF7) (OF7) 2HA13 2E8 TO BELOW TO ABOVE 2QH11 2QH13 3P 1 (SA1)(SA1) (SA1) (SA1) (SA1)(SA1)(SA1) (SA1) (SA1) (SA1)(SA1) (SA1) (SA1) (SA1) (SA1)(SA1) (SA1)(SA1) (SA1)(SA1)(SA1) (SA1) (SA1) (SA1)(SA1)(SA1)(SA1) (SA1)(SA1) (SA1)(SA1) (SA1) (SA1) (SA1) (SA1) (SA1) (SA1) (SA1)(SA1) (SA1)(SA1) 2 2 2 2 2 2 2 2 DA V ID E .WESEM A NNPE11200117 STATE OF R E G I STERED IND I A N AP R O F ESSIONALENGINEER 324 S. State St., Suite 400 Salt Lake City, UT 84111 8006787077 8013285151 fax: 8013285155 www.spectrumengineers.com SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: MHTN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 5956700 Telefax (801) 5956717 www.mhtn.com 07/31/2012 9/ 1 4 / 2 0 1 2 1 : 2 4 : 2 3 P M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ c l s \ D o c u m e n t s \ 1 0 0 7 5 E l e c C e n t r a l _ c l s . r v t MECHANICAL LEVEL LIGHTING PLAN EL102 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R D A Y S A I N T S 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012 CLS DEW 2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 GENERAL SHEET NOTES SHEET KEYNOTES SCALE: 1/8" = 1'0"1 MECHANICAL LEVEL LIGHTING PLAN 1REMOTE POWER SUPPLIES FOR FIXTURE TYPE OF7 TO BE MOUNTED ON MECHANICAL LEVEL. 2VERIFY FIXTURE LENGTHS AND QUANTITIES PRIOR TO ORDERING FOR COVE APPLICATIONS. 209172012ADDENDUM #4 P (OF7) (OF7) (OF7) (OF2) (OF2) (OF7) (OF7) (OF7) (OF7) (OF7)(OF7) (OF7) (OF7) (OF7) (OF7) (OF7) (OF7) (OF7) (OF7) (OF7) (OF7) (OF7) (OF7)(OF7) (OF7) (OF7) (OF7) (OF7) (OF7) (OF2)(OF2) (OF2)(OF2) (OF2) (OF4) (OF4) (OF2) (OF2)(OF2) (OF2)(OF2) (OF2) (OF2) (OF2)(OF2) (OF2)(OF2) A4 EL401 3 WP 12345810111213 A B F N E D K G L.9 B.4 L 4.8 C 9 M 7 6 1.7 H 4.9 E.2 8.711.7 1 (DXW1) (DXW1) (DXW1) (DXW1) 2HA19 2HA21 TO ABOVE 2HA23 2HA25 2HA33 2HA35 2HB25 2HB27 DA V ID E .WESEM A NNPE11200117 STATE OF R E G I STERED IND I A N AP R O F ESSIONALENGINEER 324 S. State St., Suite 400 Salt Lake City, UT 84111 8006787077 8013285151 fax: 8013285155 www.spectrumengineers.com SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: MHTN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 5956700 Telefax (801) 5956717 www.mhtn.com 07/31/2012 8/ 3 / 2 0 1 2 1 : 1 8 : 0 2 P M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ c l s \ D o c u m e n t s \ 1 0 0 7 5 E l e c C e n t r a l _ c l s . r v t ROOF LIGHTING PLAN EL103 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R D A Y S A I N T S 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012 AuthorChecker 2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SCALE: 1/8" = 1'0"A1 ROOF LIGHTING PLAN GENERAL SHEET NOTES SHEET KEYNOTES 1CIRCUITED OR WIRED TO 3WAY SWITCH WITH PILOT LIGH T ON MECHANICAL LEVEL. 34 G 4.8 S2 S1 SA SB (OF7) (OF7) (OF7) (OF7) 34 G 4.8 TO A1/EL401 2HA15 34 S2 S1 SA SB (OF7) (OF7) (OF7) (OF7) 34 FROM A2/EL401 TO C1/EL401 4 S2 S1 SA SB (OF7) (OF7) (OF7) (OF7) 4 FROM C1/EL401 34 S2 S1 SA SB (OF6) (OF6) (OF6)(OF6) (OF7) (OF7) (OF7) (OF7) 34 TO C2/EL401 FROM A1/EL401 3 PARAPET 3 139' 3 3/8" PARAPET 2 133' 9 7/16" PARAPET 1 128' 11 1/16" LEVEL 2 143' 0 15/16" LEVEL 3 150' 8 23/32" LEVEL 4 189' 6 13/32" LEVEL 5 196' 10 1/32" LEVEL 6 206' 4 1/32" (DXW1) (DXW1) (DXW1) (DXW1) 2 3 4 4.81.7 4.9 (OF7) (OF6) (OF7) (OF6) (OF6) 1 2 2HA17 TO SWITCH BELOW DA V ID E .WESEM A NNPE11200117 STATE OF R E G I STERED IND I A N AP R O F ESSIONALENGINEER 324 S. State St., Suite 400 Salt Lake City, UT 84111 8006787077 8013285151 fax: 8013285155 www.spectrumengineers.com SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: MHTN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 5956700 Telefax (801) 5956717 www.mhtn.com 07/31/2012 8/ 3 / 2 0 1 2 1 : 1 8 : 1 3 P M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ c l s \ D o c u m e n t s \ 1 0 0 7 5 E l e c C e n t r a l _ c l s . r v t ROOF LIGHTING SECTIONS EL401 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R D A Y S A I N T S 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012 AuthorChecker 2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SCALE: 1/4" = 1'0"A2 SPIRE LIGHTING LEVEL 1 SCALE: 1/4" = 1'0"A1 SPIRE LIGHTING LEVEL 2 SCALE: 1/4" = 1'0"C2 SPIRE LIGHTING LEVEL 4 SCALE: 1/4" = 1'0"C1 SPIRE LIGHTING LEVEL 3 SCALE: 1/4" = 1'0"A4 SECTION SPIRE (NORTH) 1TWO (2) DWX1 FROM DOOR TO LADDER ON SOUTH WALL AR E NOT SHOWN. 2ALL DXW1 ARE NOT SHOWN ON ANY PLAN VIEW. 3PROVIDE "UNISTRUT" MOUNTING FRAME. ORIENT VERTICALLY TO LOCATE OF6 LUMINAIRE 8" FROM BACK SURFACE OF GLASS. COORD INATE IN FIELD. SPECIALITY STEEL PANEL WILL ENCLOSE THIS ASSEMBLY. SHEET KEYNOTES LIGHTING CONTROL SCHEDULE CONTROL ZONE L1 L1 L1 L1 L1 L1 L1 L2 L1 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 L21 L22 L23 L24 INTERIOR MASTER OFF NOTES: CONTROL STATION # > FOLLOW LIST DOWN TO SEE LIGHTING CONTROLLED BY EACH PUSHBUTTON KEY: CS%# = CONTROL STATION / BUTTON NUMBER ASSUMES PUSH ON/PUSH OFF FOR INDIVIDUAL ZONES DESCRIPTION ALL LIGHTING ALL LIGHTING ALL LIGHTING ALL LIGHTING ALL LIGHTING ALL LIGHTING PASS THRU LTS ALL LIGHTING ALL LIGHTING LOWER FONT LIGHTING ALL LIGHTING CIRCULATION LIGHTING ALL LIGHTING ALL LIGHTING ALL LIGHTING LIGHTING ALL LIGHTING ALL LIGHTING LOCAL LIGHTING LOCAL LIGHTING LOCAL LIGHTING LOCAL LIGHTING LOCAL LIGHTING ALL LIGHTING EXTERIOR LIGHTING EXTERIOR LIGHTING EXTERIOR LIGHTING EXTERIOR LIGHTING EXTERIOR LIGHTING EXTERIOR LIGHTING EXTERIOR LIGHTING 1. CONTROL CAN BE ALTERED TO PROVIDE PATHS OF LIGHT FOR MAINTEANCE AND ADMINISTRATION DURING AFTER HOURS. 2. CONTROL MAY BE REVISED TO MORE CLOSELY COORDINATE WITH EMERGENCY AND NIGHT LIGHTING. 3. PROVIDE PANEL DMA AND DMB WITH EMERGENCY BYPASS CONTACTORS. 4. ALL CONTROL STATIONS MOUNT AT SWITCH HEIGHT AND HAVE A DIGITAL CONTROL HOMERIN TO REALY PANEL. 5. INTERCONNECT ALL RELAY PANLES WITH DIGITAL DATA LINK, PER MANUFACTURER'S REQUIREMENTS 6. DMA & DMB HAVE PRESET SELECTORS ON OUTER FACE AND REQUIRED ZONE PROGRAMMING PUSHBUTTONS UNDER A COVER. PRESETS ARE ACCESSED BY A SERIAL INTERFACE TO THE A/V SYSTEM. ROOM DRESSING ROOMS LOBBIES AFTER HOURS LIGHTING CORRIDORS CELESTIAL ROOM INITIATORY OFFICE SUITE HALLWAY NON%PATRON AREA WALL AND OXEN BAPTISTRY BAPTISTRY BRIDE'S ROOM SEALING ROOM 149 SEALING ROOM 148 C ROOM MECHANICAL MEZZ MECH BASEMENT YOUTH ROOM WORKERS STUDY ADULT CHAPEL WORKROOM CORRIDOR 176 STAIRS FAÇADE ANGEL LANDSCAPE LIGHTING AREA% WALKS AREA% PARKING OUTLETS% NATIVITY TOWER BACKLIGHTING RELAY NUMBERS 2RB%11,13,25 2RA%7,36; 2RB%6,7 2RA%5,7,25 2RA%23,37,38,42 2RA%14,15,16,17; 2RB%22 2RB%7 2RA%12,13 2RA%25;2RB%9,10,27 2RA%6; 2RB%1 0R%14,15 2RA%2,3,4,5,8,9,39,40 2RA%5,40 2RA%30; 2RB%12,21,26 2RA%19,20,21, 2RB%23 2RB%16,17,18 2RA%14,15,16,17 2RA%27,28 0R%13, 2RA%1 2RA%26,2RB%14,15,24 2RB%20,28 2RA%10,11,43 2RA%24 0R%14,15,2RA%2,3,4,5,8,9 2RA%29 2RA%31,33,0R%11 2RA%32, 0R%6 0R%7,9 0R%1,8,10,12,13 04%2,3,4 0R%5 0R%34,35 ALL INTERIOR LIGHTING STATION SIZE NUMBER OF PUSHBUTTONS AND INDICATORS COMMENTS FEEDS LOCAL WBD LOCAL SWITCH EACH BOOTH FED FROM RELAY LOCAL WBD LOCAL WBD FEED LOCAL WBD ON RELAY PANEL ON RELAY PANEL ON RELAY PANEL ON RELAY PANEL ON RELAY PANEL ON RELAY PANEL ON RELAY PANEL CONTROL LOCATION STATION /BUTTON CS%1 1 GANG 3 MAIN RECOMMEND DESK 101 CS%1/1 CS%1/1 CS%1/3 CS%1/1 CS%1/1 CS%1/1 CS%1/1 CS%1/1 CS%1/1 CS%1/2 CS%2 1 GANG 1 BAPTISTRY RECEPTION 178 CS%2/1 CS%2/1 CS%3 1 GANG 1 YOUTH ROOM 146 CS%3/1 CS%4 1 GANG 1 INSTRUCTION 1 149 CS%4/1 CS%5 1 GANG 1 INSTRUCTION 2 148 CS%5/1 CS%6 1 GANG 1 CORRIDOR 176 CS%6/1 CS%7 1 GANG 1 BRIDE VESTIBULE 116 CS%7/1 CS%8 1 GANG 1 INSTRUCT. WOMEN 126 CS%8/1 CS%9 1 GANG 2 TOP OF STAIRS S201 CS%9/2 CS%9/1 CS%10 1 GANG 1 BOTTOM OF STAIRS S001 CS%10/1 CS%11 2 GANG 7 ALL EXTERIOR LIGHTING MAINT. B002 CS%11/1 CS%11/2 CS%11/3 CS%11/4 CS%11/5 CS%11/6 CS%11/7 CS%12 2 GANG 7 ALL EXTERIOR LIGHTING MAINT. 206 CS%12/3 CS%12/1 CS%12/2 CS%12/3 CS%12/4 CS%12/5 CS%12/6 CS%12/7 CS%13 1 GANG 1 WORKERS STUDY 144 CS%13/1 CS%14 1 GANG 1 CHAPEL ADULT 157 CS%14/1 CS%15 1 GANG 1 CHAPEL ADULT 157 CS%15/1 CS%16 1 GANG 1 WORK% ROOM 106 CS%16/1 CS%17 1 GANG 1 CORRIDOR 176 CS%17/1 CS%18 1 GANG 1 STAIRS MAIN LVL S101 CS%18/1 CS%19 1 GANG 1 BASEMENT HALLWAY B001 CS%19/1 CS%20 1 GANG 1 FONT SERVICE ENTRY B005 CS%20/1 CS%21 1 GANG 1 BAPTISTRY ENTRY 179 CS%21/1 DMA NOTE #5 VESTIBULE 155 DMB NOTE #5 VESTIBULE 155 CONTROL METHODS 1 2 3 4 5 ON/OFF W/ OCCUPIED MODE (TIMECLOCK ON/OFF) DAYLIGHT CONTROL: ON/OFF W/ INDOOR PHOTOCELL DURING OCCUPIED MODE, ALWAYS OFF IN UNOCCUPIED MODE. OUTDOOR PHOTOCELL ON/OFF. on W/ OUTDOOR PHOTOCELL, OFF W/ TIMECLOCK, ON W/ TIMECLOCK, OFF W/ PHOTOCELL TIMED ON/ TIMED OFF (DIFFERENT THAN OCCUPIED MODE). RELAY CABINET: 2RA RELAY # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 Notes: 1. Each relay shall be unique and capable of programming to any control group Notes: 2. Provide barrier between different voltages as well as between EM and non%EM circuits RELAY PANEL SCHEDULE CIRCUIT # 2E%3 2LA%47 2HA%11 2LA%43 2E%23 2E%25 2E%29 2LA%45 2E%9 2E%7 2HA%7 2QH%9 2QL%27 2QL%29 2QL%21 2QH%7 2QH%5 2HA%1 2QL%22 2QL%23 2QH%1 2E%27 2E%6 2QH%15 2E%2 2E%5 2HA%13 2QH%13 2E%8 2E%21 2HA%19 2HA%25 2HA%21 2HA%23 2HA%15 2LA%12 2LA%16 2LA%20 2LA%3 2E% 2LA%15 2LA%33 2LA%44 CONTROL GROUP E%5 A%1 A%1 A%1 A%1 A%1 A%1 A%1 A%1 A%1 A%1 A%1 A%1 A%1 A%1 A%1 A%1 C%3 A%1 A%1 A%1 C%3 A%1 A%1 A%1 A%1 A%1 A%1 A%1 A%1 C%3 C%3 C%3 C%3 C%3 A%1 A%1 A%1 A%1 A%1 A%1 A%1 A%1 LOAD DESCRIPTION MECH B06 LIGHTING BAPTISTRY ENTRY LIGHTING BAPTISTRY AREA LIGHTING BAPTISTRY CHAPEL LIGHTING BAPTISTRY EM LIGHTING NON%PATRON WAITING EM LIGHTING MAIN ENTRY EM LIGHTING BAPTISTRY LIGHTING BAPTISTRY EM LIGHTING CHAPEL EM LIGHTING CHAPEL LIGHTING PASS%THRU LIGHTING PASS%THRU LIGHTING C ROOM WALL SCONCES C ROOM CHANDELIER C ROOM LIGHTING C ROOM DOWN LIGHTS EXTERIOR LIGHTING INSTRUCTION RM 1 LIGHTING INSTRUCTION RM 1 LIGHTING INSTRUCTION RM 1 LIGHTING EXTERIOR EM DOWNLIGHTS MAIN HALLWAY EM DOWNLIGHTS WORKROOM LIGHTING HALL 108 EM LIGHTING YOUTH ROOM EM LIGHTING MEZZANINE LIGHTING MEZZANINE EM LIGHTING STAIR LIGHTING BRIDE ROOM EM LIGHTING EXTERIOR FLOOD LIGHTING ANGEL MORONI LIGHTING EXTERIOR FLOOD LIGHTING TOWER LIGHTING SPIRE LIGHTING ENTRY 101 LAMP OUTLETS HALLWAY LAMP OUTLETS HALLWAY LAMP OUTLETS BAPTISTRY ENTRY 179 LAMPS BAPTISTRY CIRCULATION LTG WAITING 102 LAMPS HALLWAY LAMP OUTLETS CHAPEL LIGHTING SPARE RELAY SPARE RELAY SPARE RELAY SPARE RELAY SPARE RELAY NOTES 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 RELAY CABINET: 2RB RELAY # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 Notes: 1. Each relay shall be unique and capable of programming to any control group Notes: 2. Provide barrier between different voltages as well as between EM and non%EM circuits RELAY PANEL SCHEDULE CIRCUIT # 2LB%44 2LB%48 2HB%19 2LB%79 2LB%60 2LB%81 2HB%9 2LB%56 2LB%62 2HB%23 2LB%46 2HB%13 2LB%52 2HB%5 2LB%77 2LB%73 2LB%75 2HB%3 2LB%50 2HB%7 2LB%58 2LB%13 2LB%27 2LB%68 2LB%16 2LB%30 2LB%24 2LB%33 CONTROL GROUP A%1 A%1 A%1 A%1 A%1 A%1 A%1 C%3 A%1 A%1 A%1 A%1 A%1 A%1 A%1 A%1 A%1 A%1 A%1 A%1 A%1 A%1 A%1 A%1 A%1 A%1 A%1 A%1 LOAD DESCRIPTION PATRON WAITING LIGHTING MAIN HALLWAY CHANDELIERS MAIN HALLWAY DOWNLIGHTS MAIN HALLWAY ACCENT LIGHTING MAIN HALLWAY CHANDELIERS MAIN HALLWAY CHANDELIERS MAIN ENTRY DOWNLIGHTS EXTERIOR CHANDELIER HALL 108 LIGHTING HALL 108 LIGHTING DRESSING ROOM LIGHTING BRIDE ROOM LIGHTING DRESSING ROOM CHANDELIERS YOUTH ROOM LIGHTING YOUTH CHANDELIER LIGHTING INSTRUCTION 2 WALL SCONCES INSTRUCTION 2 CHANDELIER INSTRUCTION 2 CHANDELIER SOUTH HALLWAY LIGHTING WORKER STUDY LIGHTING BRIDE ROOM LIGHTING C ROOM LAMP OUTLETS INSTRUCTION 149 LAMP OUTLETS YOUTH 146 LAMP OUTLETS INSTRUCTION MEN/WOMEN LAMPS BRIDE ROOM LAMP OUTLETS HALL 108 LAMP OUTLETS WORKERS STUDY LAMP OUTLETS SPARE RELAY SPARE RELAY SPARE RELAY SPARE RELAY SPARE RELAY SPARE RELAY SPARE RELAY SPARE RELAY NOTES 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 RELAY CABINET: 0R RELAY # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Notes: 1. Each relay shall be unique and capable of programming to any control group Notes: 2. Provide barrier between different voltages as well as between EM and non%EM circuits RELAY PANEL SCHEDULE CIRCUIT # FOUNTAIN%9 0H%2 0H%4 0H%6 0L%18 0H%9 0H%11 0L%14 0H%10 0H%12 0H%8 0H%7 0H%1 0H%5 0H%3 0H%13 CONTROL GROUP C%3 C%4 C%4 C%4 C%4 C%3 C%4 C%4 C%4 C%4 C%3 C%4 E%5 A%1 A%1 C%3 LOAD DESCRIPTION FOUNTAIN LIGHTING SOUTH PARKING LOT LIGHTING PARKING LOT LIGHTING NORTH PARKING LOT LIGHTING NATIVITY LIGHTING OUTLET ANGEL MORONI LIGHTING SITE STEP/PATH LIGHTING%SOUTH FOUNTAIN BOLLARD LIGHTING SITE STEP/PATH LIGHTING%NORTH BOLLARD/WALKWAY LIGHTING BUILDING FLOOD LIGHTING WALKWAY POLE LIGHTING MECH B06 LIGHTING LOWER FONT LIGHTING LOWER FONT LIGHTING MONUMENT SIGN SPARE RELAY SPARE RELAY SPARE RELAY SPARE RELAY SPARE RELAY SPARE RELAY SPARE RELAY SPARE RELAY NOTES 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 CONTROL GROUPS A B C D E F G PATRON COMMON AREAS INSTRUCTION ROOM BUILDING EXTERIOR PARKING LOT NON%PATRON COMMON AREAS OFFICES SIGN LIGHTING A4 TYPICAL RELAY PANEL WIRING DETAIL C5 EMERGENCY RELAY SCHEMATIC N.O. CONTROL OUTPUTS. CONTACT RATING 20 AMPS AT 120 VAC. REFER TO RELAY SCHEDULES FOR QUANTITY. CC13 TYPICAL LINE%VOLTAGE WIRING BY DIV. 26 CC11 CC7 CC5 CC3 CC1 CC9 GREEN "ON" OVERRIDE LED OVERRIDE SWITCH RED "OFF" OVERRIDE LED RELAY CABLE CONNECTOR FOR LCP RELAY CABLE R3 R1 R5 R7 R1 R3 CC8 R4 R2 R6 R8 CC4 CC2 CC6 R2 R4 CC10 CC12 NEUTRAL PHASE FROM CB IN ADJ. PANELBOARD PHASE FROM CB IN ADJ. PANELBOARD NEUTRAL CC31 CC27 CC29 CC25 CC23 CC21 CC19 CC17 CC15 R7 R5 R1 R3 R5 R7 R6 R8 R2 CC14 CC16 CC18 R4 R6 R8 CC20 CC22 CC24 R3 R1 R7 R5 CC32 R4 R2 R8 R6 CC28 CC26 CC30 TO LTG. LOAD (TYP.) TO LTG. LOAD (TYP.) PANEL SUPPLY VOLTAGE 277 EM VAC POWER WIRE TO OVERRIDE BOARD SCALE: NTS SCALE: NTS EM TO LOAD EMERGENCY BYPASS RELAY. NORMALLY CLOSED, HELD OPEN WITH NORMAL UNSWITCHED POWER. RELAY PANEL CONTROL RELAY EM SOURCE CONTROL CABLING IN RACEWAY TO BMS BY DIV. 26 DETAIL KEYNOTES 1. 2. 3. TYPICAL INDOOR OR OUTDOOR PHOTOCELL. REFER TO PLANS FOR ACTUAL QUANTITIES. TYPICAL WALLSTATION FOR LOCAL CONTROL OR BUILDING COMMON AREAS OVERRIDE CONTROL REFER TO PLANS FOR ACTUAL QUANTITIES. PROVIDE BARRIER FOR (4) RELAYS FOR EM LIGHTING. RELAY PANEL "2RA" RELAY PANEL "0R" P 1 P 1 2 WSXX 2 WSXX RELAY PANEL "2RB" P 1 2 WSXX 333 DA V ID E .WESEM A NNPE11200117 STATE OF R E G I STERED IND I A N AP R O F ESSIONALENGINEER 324 S. State St., Suite 400 Salt Lake City, UT 84111 800%678%7077 801%328%5151 fax: 801%328%5155 www.spectrum%engineers.com SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: MHTN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595%6700 Telefax (801) 595%6717 www.mhtn.com 07/31/2012 8/ 3 / 2 0 1 2 1 : 1 8 : 1 4 P M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ c l s \ D o c u m e n t s \ 1 0 0 7 5 E l e c C e n t r a l _ c l s . r v t LIGHTING RELAY DETAILS EL501 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R % D A Y S A I N T S 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012 AuthorChecker 2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SCALE:NTSB2NETWORK LIGHTING CONTROL SCHEMATIC LIGHTING CONTROL SCHEDULE RELAY SYSTEM: 1.There are 2 master wall mounted control stations. Recommend Desk, and the Security office in the basement. These have “all off” functions and local control as shown. Label all switches. 2.Font, Font dressing/lockers and restrooms are on a wall station at the entry to the font suite. 3.Recommend desk area and corridors and foyers, coat room, main dressing and locker rooms are controlled together on a wall station at the recommend desk, along with the Master functions. 4.Bride's Room lighting is on wall station at the entrance. 5.Sealing Room lighting is on a wall station at their entries. 6. Veil Area is controlled on general lighting control group. 7.Celestial Room is to be controlled with wall station at recommend desk. LOCAL TOGGLE SWITCHES, WITH OCCUPANCY SENSORS: 1. Confirmation is on a local toggle switch. 2. Initiatory is a toggle switch outside of the area. OCCUPANCY SENSORS: Laundry, first aid, Youth waiting, children, and study lighting are on local occupancy sensors. Mechanical, electrical, phone rooms, custodian, small toilet rooms, closets, small electrical and mechanical rooms are a wall box or ceiling occupancy sensors depending on coverage. DIMMING SYSTEMS: Instruction A Room and Instruction B Room are on separate Lutron GrafikEye Control systems with load interfaces as required, and I/O ports to LDS A/V control system. OUTDOOR LIGHTING: Outdoor lighting shall be controlled by astronomical clock associated with the “OR” relay panel. Override shall be from a control station in the face of the relay panel. All other relays shall be controlled by astronomic clock and control stations as outlined herein. 6" 8' 0 " XX ' X " 8' X .75" COPPER WELD GROUND ROD #6 .75" CND PROVIDE ANCHOR BOLTS, PER MANUFACTURER'S REQUIREMENTS +/ .75" GROUT BED UNDER LIGHT POLE BASE SEE FIXTURE SCHEDULE FOR FIXTURE HEAD REQUIREMENTS 12' ROUND ALUMINUM POLE PAINTED TO MATCH FIXTURE HAND HOLE COVER PROVIDE INLINE FUSE WITH INSULATED FUSE HOLDER HERE INTERIOR PAINTED WITH RUST INHIBITIVE PRIMER FULL BASE COVER SEE LIGHT POLE MANUFACTURER TEMPLATE TO SET ANCHOR BOLTS .75" CHAMFER ALL EXPOSED EDGES 4 SETS #4 TIES AT 12" OC CONDUIT WITH JBOX (TYPICAL) 24" ∅ CONCRETE BASE 8 #6 BARS VERTICAL WITH 3 SETS #4 TIES AT 18" OC EXCEPT AS NOTED ABOVE PROVIDE ANCHOR BOLTS, PER MANUFACTURER'S REQUIREMENTS +/ .75" GROUT BED UNDER LIGHT POLE BASE SEE FIXTURE SCHEDULE FOR FIXTURE HEAD REQUIREMENTS 22' ROUND STEEL POLE PAINTED TO MATCH FIXTURE HAND HOLE COVER PROVIDE INLINE FUSE WITH INSULATED FUSE HOLDER HERE INTERIOR PAINTED WITH RUST INHIBITIVE PRIMER FULL BASE COVER SEE LIGHT POLE MANUFACTURER TEMPLATE TO SET ANCHOR BOLTS .75" CHAMFER ALL EXPOSED EDGES 4 SETS #4 TIES AT 12" OC CONDUIT WITH JBOX (TYPICAL) 24" ∅ CONCRETE BASE 8' X .75" COPPER WELD GROUND ROD #6 .75" CND 8 #6 BARS VERTICAL WITH 3 SETS #4 TIES AT 18" OC EXCEPT AS NOTED ABOVE XX ' 0 " 3' 0 " 5' 0 " 3' 0 " SE E F I X T U R E SC H E D U L E FO R H E I G H T 1'0" SEE LIGHTING FIXTURE MANUFACTURER TO SET ANCHOR BOLTS. PROVIDE STEEL REINFORCEMENT SIMILAR TO POLE BASE. SEE DETAIL. DA V ID E .WESEM A NNPE11200117 STATE OF R E G I STERED IND I A N AP R O F ESSIONALENGINEER 324 S. State St., Suite 400 Salt Lake City, UT 84111 8006787077 8013285151 fax: 8013285155 www.spectrumengineers.com SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: MHTN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 5956700 Telefax (801) 5956717 www.mhtn.com 07/31/2012 8/ 3 / 2 0 1 2 1 : 1 8 : 1 5 P M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ c l s \ D o c u m e n t s \ 1 0 0 7 5 E l e c C e n t r a l _ c l s . r v t LIGHTING DETAILS EL502 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R D A Y S A I N T S 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012 AuthorChecker 2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SCALE:NTS1WALKWAY LIGHT POLE BASE DETAIL SCALE:NTS2PARKING LOT LIGHT POLE BASE DETAIL SCALE:NTS3BOLLARD MOUNTING DETAIL DECORATIVE LIGHTING FIXTURE SCHEDULE SYMBOLMARK TS1 TS2 TX0 TX1 TX2 TX3 TX4 FIXTURE CHARACTERISTICS BODY / AIR / MOUNTING / DOOR LENS/LOUVER/REFLECTOR/OTHER SPECIAL FIXTURES AS INDICATED. MEET ALL REQUIREMENTS OF SPECIFICATIONS AND FIXTURE SCHEDULE. VISUAL AND FINISH APPROVAL REQUIRED. SEE ARCHITECTURAL SHEETS AE630 AND AE631. LUMENS TO BE VERIFIED AFTER DESIGN. 32" DIAMETER PENDANT GRAND HALL, PRESIDENT'S OFFICE BAPTISTRY CHAPEL, WAITING, YOUTH WAITING 25" DIAMETER PENDANT CIRCULATION SPACE PENDANT CYLINDER INITIATORY WAITING, BAPTISTRY ENTRY PENDANT CYLINDER MAIN ENTRY, HALL, VESTIBULE PENDANT CYLINDER BAPTISTRY PENDANT CYLINDER INSTRUCTION B PENDANT CYLINDER BRIDE/MATRON LAMP LAMPS LAMPS LAMPS LAMPS LAMPS LAMPS LAMPS WATTS WATTS WATTS WATTS WATTS WATTS WATTS WATTS VOLTS 120V 120V 120V 120V 120V 120V 120V MANUFACTURER BALDINGER BALDINGER BALDINGER RAMBUSCH SCHONBEK WINONA BALDINGER RAMBUSCH SCHONBEK WINONA BALDINGER RAMBUSCH SCHONBEK WINONA BALDINGER RAMBUSCH SCHONBEK WINONA BALDINGER RAMBUSCH SCHONBEK WINONA CATALOG NUMBER RA2963536 12000 LUMENS RA2963525 4000 LUMENS TO BE SELECTED 18000 LUMENS TO BE SELECTED 32000 LUMENS TO BE SELECTED 24000 LUMENS TO BE SELECTED 18000 LUMENS TO BE SELECTED 18000 LUMENS NOTES LIGHTING FIXTURE SCHEDULE NOTE TO BIDDERS: COMPLY WITH APPLICABLE SECTIONS OF THE SPECIFICATIONS. REFER TO SPECIFICATIONS FOR IMPORTANT TECHNICAL REQUIREMENTS FOR LIGHTING FIXTURES, BALLASTS, AND LAMPS. THE CATALOG NUMBERS LISTED BELOW HAVE BEEN CAREFULLY PREPARED TO ASSIST BIDDERS IN SELECTING PRODUCTS TO ACHIEVE THE DESIGN CONCEPT, HOWEVER, PRIOR TO BIDDING, EACH MANUFACTURER SHALL COMPARE THE CATALOG NUMBERS SHOWN WITH THE DESCRIPTION AND REQUIREMENTS ON THE DRAWINGS, AND SHALL NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES. SPECIFICALLY INCLUDED IN THIS EVALUATION SHALL BE THE VERIFYING OF PROPER MOUNTING KITS OR ACCESSORIES TO FACILITATE INSTALLATION AS SHOWN AT EACH LOCATION ON THE DRAWINGS. NO ALLOWANCE OR REDRESS WILL BE ALLOWED FOR DISCREPANCIES THAT WERE NOT REPORTED TO THE ARCHITECT/ENGINEER IN TIME FOR CORRECTION OR CLARIFICATION BEFORE THE BID. THE REPORTING OF ANY AMBIGUITY IS THE RESPONSIBILITY OF THE BIDDER. PROVIDE UNIT PRICES AND FIXTURE BRAND SELECTED FOR ADD/DELETE CHANGES FOR EACH FIXTURE TYPES SHOWN WITHIN 48 BUSINESS HOURS OF THE BID DATE. FAILURE TO COMPLY WITH THIS REQUIREMENT MAY DISQUALIFY THE PRODUCTS AND EMPOWER THE ENGINEER TO DETERMINE FAIR VALUE FOR FIXTURE AND INSTALLATION CHANGES, WITHOUT FURTHER INPUT FROM THE CONTRACTOR OR INSTALLER. SUBMITTAL PACKAGE SHALL INCLUDE LAMP MANUFACTURER AND CATALOG NUMBER ON EACH FIXTURE SHEET. ON ALL SUSPENDED FIXTURES, PROVIDE A SECOND SET OF PENDANTS, OF A DIFFERENT LENGTH,TO BE USED AS DIRECTED. IN MECHANICAL AREAS OPEN TO STRUCTURE, SUSPEND LIGHTS AS NEEDED WITH CHAIN TO CLEAR ALL OBSTRUCTIONS. ALL FIXTURES SHALL BE APPROVED BY UL OR ANOTHER ACCEPTABLE TESTING LAB FOR THE PURPOSE INTENDED AND WITH THE LAMP AND BALLAST PROPOSED. CONTRACTOR ALLOWANCE PRICES ARE ACCURATE WHEN THIS JOB WAS SPECIFIED, CONTRACTOR AND ELECTRICAL DISTRIBUTOR SHALL VERIFY THIS ALLOWANCE AND REPORT ANY PROBLEMS TO THE ENGINEER BEFORE THE BID. ALLOWANCE PRICE MAY OR MAY NOT INCLUDE LAMP(S) OR FREIGHT AS NOTED, AND DO NOT INCLUDE ANY TAXES. UNIVERSAL VOLTAGE (120/277) BALLASTS REQUIRED UNLESS NOTED OTHERWISE. DIMENSION SEQUENCE = (LENGTH X WIDTH X DEPTH) IN INCHES. SYMBOLMARK AS AS1 AS2 AS22 AS6 AS12 AS24 AS48 AS4 AS5 AS7 AS8 AS9 AS92 DL DL1 DL2 DX DX1 DX1b DX2 DX3 DX4 DX5 DX6 FIXTURE CHARACTERISTICS BODY / AIR / MOUNTING / DOOR LENS/LOUVER/REFLECTOR/OTHER ADJUSTABLE ASYMETRIC COVE LIGHTS, SURFCE MOUNTED, ELECTRONIC BALLASTS OR POWERSUPPLIES. MUST MASK BEHIND SHIELD PROVIDED. MEASURE LENGTH AFTER CEILING OR COVE IS FRAMED. ORDER SIMILAR LENGTH FIXTURES TO FILL ENTIRE OPENING SINGLE LAMP DIMMABLE BALLAST 010VDC DOUBLE LAMP STAGGERED LAMP DIMMABLE BALLAST 010VDC DOUBLE LAMP STAGGERED LAMP 24 INCH LENGTH DIMMABLE BALLAST 010VDC WHITE LED COVE, LENGTH AS SHOWN,WIDE COVE LIGHT OPTICS , POWERSUPPLY, DIMMABLE AS3, 6" LENGTH AS3, 12" LENGTH AS3, 24" LENGTH AS3, 48" LENGTH RECESSED ASYMETRIC FLOODLIGHT CONTINUOUS LENGTH AS SHOWN, LUTRON 1% DIMMING DRIVER LED LINEAR FLOODLIGHT WFL ADJUSTABLE SURFACE MOUNT WHITE LED GRAZING FIXTURE, POWER SUPPLY, LUTRON 1% DIMMING DRIVER 30 DEG X 60 DEG BEAM ANGLE WHITE LED COVE, LENGTH AS SHOWN WIDE COVE LIGHT OPTICS , POWERSUPPLY 30X60 DEGREE BEAM ANGLE SINGLE LAMP, STAGGERED LAMP SINGLE LAMP, STAGGERED LAMP 24 INCH LENGTH LOW VOLTAGE DOWNLIGHTS, RECESSED, THERMALLY PROTECTED HOUSING, TO ACCOMMODATE MULTIPLE TRIMS AND REFLECTOR ASSEMBLIES FOR LOW VOLTAGE LAMPS AS LISTED BELOW, 4" APERTURE FOR MR16'S AND 6" NOMINAL FOR PAR36'S, MAX 7 1/2" DEEP.PROVIDE SAFETY GLASS LENS AS STANDARD, AND ACCESSORIES WHEN NOTED. PROVIDE EXZ LAMP (MR16) UNLESS INSTRUCTED OTHERWISE AT SUBMITTAL REVIEW. MAGNETIC DIMMABLE TRANSFORMERS, UNLESS NOTED OTHERWISE. LOW VOLTAGE ADJUSTABLE DOWNLIGHT, 3" APERATURE, LED MR16 LAMP, 300 LUMENS 40° BEAM; LINEAR SPREAD LENS 12V TRANSFORMER. CURRENT LIMITING FUSE. ADJUSTABLE DOWNLIGHT, 6" APERATURE, LED PAR 30 LAMP, 725 LUMENS CURRENT LIMITING FUSE. DOWNLIGHT; THERMALLY PROTECTED HOUSING; TO ACCOMMODATE MULTIPLE ALUMINUM TRIMS AND REFLECTOR ASSEMBLIES AS LISTED BELOW; MAX 8" DEEP, NONIC HOUSINGS EXCEPT AS NOTED. LED DOWNLIGHT 2700K. 4.5 5" APERATURE, 1000 LUMENS LED DOWNLIGHT 2700K. 4.5 5" APERATURE, 1000 LUMENS LED DOWNLIGHT 2700K. 4.5"5" APERATURE, 1000 LUMENS LED DOWNLIGHT 2700K. 7" APERATURE, 2000 LUMEN LED WALL WASH 2700K. 5" 6" APERATURE, 2000 LUMENS SHOWER LIGHT 6" APERTURE LED CORNER WALL WASH 2700K. 6" APERATURE, 2000 LUMENS LUTRON 1% DIMMING DRIVER LAMP F54T5HO RE827 2F54T5HO RE827 2F24T5HO RE827 2700K 2700K 2700K 2700K 1F14T5 LED 2700K LED 2700K LED 2700K F54T5HO RE827 F24T5HO RE827 LED MR16 12V 2700K LED PAR30 2700K LED LED LED LED LED CF26 RE827 LED WATTS 63W 109W 54W 12.5W/FT 12.5W/FT 12.5W/FT 12.5W/FT 17W 12.5W/FT 12.5W/FT 3W/FT 63W 27W 6W 13W 19.8W 19.8W 19.8W 39W 39w 29W 39W VOLTS 277V 277V 277V 277V 277V 277V 277V 277V 277V 277V 120V 277V 277V 277 LED MR16 LAMP 120V LED PAR30 LAMP 277 120 277 277 120 277 120 MANUFACTURER WINONA WINONA WINONA COLOR KINETICS COLOR KINETICS COLOR KINETICS COLOR KINETICS WINONA COLOR KINETICS COLOR KINETICS COLOR KINETICS BARTCO BARTCO LIGHTOLIER LIGHTING SCIENCE LIGHTOLIER LIGHTING SCIENCE LIGHTOLIER EDISON PRICE LIGHTOLIER EDISON PRICE LIGHTOLIER EDISON PRICE LIGHTOLIER EDISON PRICE LIGHTOLIER EDISON PRICE LIGHTOLIER LIGHTOLIER CATALOG NUMBER MCVUMC148T5HO277P1RADM MC2GMC248T5HOUNVP1RA MC2GMC224T5HOUNVP1RA eW COVE MX POWERCORE 6" eW COVE MX POWERCORE 12" eW COVE MX POWERCORE 24" eW COVE MX POWERCORE 48" ML2UxF0M2124T5277P1(N0NE)DMMOD 52300006508/10800004700 eW FUSE POWERCORE 48" 5230000306" SERIES BFLSLM54/6/277 BFLSLM24/6/277 C3MRACCZWC3LVE1 DFN16W27FL C6P30ACCZWC6120 DFN30SNW27NSP120 C4L10DL27CCZW/C4L10N277 LEDFTDDL/513002700UNVVOL C4L10DL27CCZW/C4L10N120 LEDFTDDL/513002700UNVVOL C4L10DL27CCZW/C4L10N277Z10V LEDFTDDL/513002700UNVVOL C7L1520DL27KMCCZWC7LN277Z10V LEDFTDDL/520002700UNVVOL C6L1520LW27KCCZWC6L120 LEDFTDWL/520002700UNVVOL 8091DWHW/S6132U C6L1520CW27KCCZWC6L20N120 NOTES DX7 DX8 DX9 DX10 DX11 DX12 DX13 DX14 DX15 DXW1 E1 E11 E12 G G92 G94 G97 G98 G99 OB OB1 OC OC32 OF OF1 OF2 OF4 LED WALL WASH 2700K. 4.5" 5" APERATURE, 1000 LUMENS LED ACCENT LIGHT 2700K. 1.75" 2" APERATURE, 400 LUMENS LED SPOTLIGHT SURFACE MOUNT, ADJUSTABLE REMOTE DRIVER, SHARED LED DOWNLIGHT 2700K. 6" APERATURE, 2000 LUMEN LED WALL WASH 2700K. 5" 6" APERATURE, 2000 LUMENS LUTRON 1% DIMMING DRIVER LED DOWNLIGHT 2700K. 6" APERATURE, 2000 LUMEN LUTRON 1% DIMMING DRIVER LED DOWNLIGHT 2700K. 7" APERATURE, 2000 LUMEN LUTRON 1% DIMMING DRIVER LED DOWNLIGHT 2700K. 4.5 5" APERATURE, 1000 LUMENS WHITE REFLECTOR 8' LED LINEAR FLOODLIGHT ADJUSTABLE MOUNTING BRACKET 30 DEGREE BEAM ANGLE INTERNAL DRIVER. LOUVER. SPECIFY MOUNTING TO ALIGN THE FACE OF THE LIGHT TO JUST CLEAR THE SOFFIT IS REQUIRED. LED VAPORPROOF FIXTURE SURFACE MOUNT EXIT SIGN: METAL HOUSING; CEILING MOUNT, SEE DRAWINGS; ARROWS PER PLANS; LED LAMPS; EDGE LIGHTED CLEAR LENS; GREEN LETTERS ON CLEAR BACKGROUND. MUST MEET NFPA ILLUMINATION STANDARDS. UNITS SHOWN ARE CEILING MOUNT MODELS. CONTRACTOR TO PROVIDE MATCHING LOW LEVEL WALL MOUNTED UNITS WHERE REQUIRED. SINGLE FACE: EXIT SIGN DUAL FACE: EXIT SIGN INDIRECT TROFFERS: RECESSED INDIRECT, FLANGE MOUNTED FOR GYPSUM CEILINGS; PROGRAM START ELECTRONIC BALLASTS; FLUORESCENT LAMPS; ONE BALLAST PER FIXTURE, 10010% DIMMING BALLAST WHERE SHOWN 2' RECESSED LINEAR WALL WASH OVER BATHROOM VANITY 4' RECESSED LINEAR WALL WASH OVER BATHROOM VANITY 2X2 1 LAMP HIGH PERFORMANCE RECESSED LUMINAIRE 1X4, 2LAMP HIGH PERFORMANCE LUMINAIRE 2X4, 2LAMP HIGH PERFORMANCE LUMINAIRE LED BOLLARD, WET LABEL, COLOR BY ARCHITECT BOLLARD SIDEWALKROUND WALL PACK: ADJUSTABLE CUT OFF; FULL PERIMETER GASKETING: WET LOCATION; STAINLESS STEEL HINGES AND LATCHES; PROJECTING LENS; HPF BALLAST; SEE ELEVATION FOR MOUNTING HEIGHT, COLOR AS SPECIFIED BY ARCHITECT. LED, ARCHITECTURAL STYLE WITH ROUNDED TOP; FULL CUTOFF; TYPE 3 DISTRIBUTION RECESSED J BOX. W/ INTEGRAL PHOTOCELL OUTDOOR FLOOD LIGHTS; FULLY GASKETED; WET LABEL; TYPES AND WATTAGES AS INDICATED. MOUNT AS INDICATED ON ELEVATIONS, COLOR PER ARCHITECT, VANDAL RESISTANT CONSTRUCTION. SECURE MOUNTING BRACKET AS REQUIRED, AIMING ADJUSTMENT WITH FIRM LOCKING DEVICE. INTERNAL ELECTRONIC POWER SUPPLY. LED FLOOD LIGHT GROUND MOUNT STANCHION LED FLOOD LIGHT SHORT THROW ROOF MOUNT LED FLOOD LIGHT SPOT FOR ANGEL, POST OR ROOF MOUNT PROVIDE ROOF ADAPTER OR 12' SSS POLE PAINTED PER DIRECTIONS. PROVIDE 4" DIAMETER POLE OR STANCHION. LED LED LED 3000K LED LED LED LED LED LED 3000K LED 5000K LED LED 1F14T5 1F28T5 1 CF40 RE827 2F28T5 RE827 2F28T5 RE827 LED 3500K 54LED 6K LED LED LED 19.8w 11W 4W 39W 39w 39W 39W 19.8W 12W/FT 13W 20W 20W 17W 31W 47W 54W 54W 8W 87 W 36W 24W 250W 120 120 277 120 120 120 277 277 277V 277 120/277V 120/277V 277/120V 277/120V 277V UNV UNV UNV 277/120V 277V 277V 120V LIGHTOLIER EDISON PRICE LIGHTOLIER BRUCK LIGHTOLIER EDISON PRICE LIGHTOLIER EDISON PRICE LIGHTOLIER EDISON PRICE LIGHTOLIER EDISON PRICE LIGHTOLIER EDISON PRICE INSIGHT RAB LIGHTING DUALLITE MCPHILBEN EELP LITHONIA ISOLITE CHLORIDE LIGHTOLIER DUALLITE MCPHILBEN EELP LITHONIA ISOLITE CHLORIDE LIGHTOLIER PINNACLE PINNACLE LIGHTOLIER LIGHTOLIER LIGHTOLIER LANDSCAPE FORMS EXCELINE HUBBELL MCGRAW GARDCO LITHONIA INSIGHT INSIGHT COLOR KINETICS LUMENPULSE C4L10LW27KCCZWC4L10N120 LEDFTDWL/520002700UNVVOL C2L04DLFT27K17R120V/C2LLWCCZP 1357311WH/M C6L1520DL27KMCCZWC6LN120 LEDFTDDL/520002700UNVVOL C6L1520LW27KCCZWC6L120 LEDFTDWL/520002700UNVVOL C6L1520DL27KMCCZWC6LN120 LEDFTDDL/520002700UNVVOL C7L1520DL27KMCCZWC7LN277 LEDFTDDL/520002700UNVVOL C4L10DL27WHW/C4L10N277 LEDFTDDL/513002700UNVVOL MA1230K30SMS96INT2WLV VXBRLED13DG LECSGWA 45VL1GCXX EDG 1 GC W EM LRP W 1 GC XX 120/277 EDGLSSGBK (BLACK HOUSING) STDLXX1GCX LEAC1GCX LECDGWA 45VL2GMXX EDG 2 GC W EM LRP W 2 GMR XX 120/277 EDGLDSGBK (BLACK HOUSING) STDLXX2GCX LEAC2GC7 EW1T52FLUNV1CWLC EW1T54FLUNV1CWLC H9S2FLR1FTUNVPRFLANGEKIT H9S1FLR232UNVP2FLANGEKIT H9S2FLR232UNVP2FLANGEKIT HAWTHORNE GS308UCBA0546KH3PHOTOCELL RTP50L85KWTBLPHOTOCELL ISWA02LEDE1BL3CBA7060PHOTOCELL 121CWLFT50LANWUNIVCBAPHOTOCELL ALXWLED115A400/51KSR3PHOTOCELL MQ236LED35100ST18277TBRECB MQ224LED35100ST18277TBRECB eW Reach Powercore 13 degree LBLSNCBABK1202700KVNCBANOTN4 DIMMER PANEL SCHEDULE DIMMING CABINET: "DMA" DIM # 1 2 3 4 5 6 PANEL CIRCUIT # 2QL25 2QL25 2QL25 DIMMING BALLAST HILUME A HILUME A HILUME A EXPANSION MODULE NO NO NO LOAD WATTS 390 234 156 LOAD DESCRIPTION A ROOM PERIMETER LTG A ROOM REAR LTG A ROOM FRONT LTG SPARE SPARE SPARE DIMMER PANEL SCHEDULE DIMMING CABINET: "DMB" DIM # 1 2 3 4 5 6 PANEL CIRCUIT # 2QL24 2QH3 2QH3 2QH3 2QL24,26 2QH3 DIMMING BALLAST NONE HILUME A NONE NONE NONE HILUME A EXPANSION MODULE NO YES YES YES YES (2 MODULES) YES LOAD WATTS 320 250 1260 190 3000 100 LOAD DESCRIPTION B ROOM PERIMETER DOWNLTG VEIL LIGHTING B ROOM COVE LIGHTING B ROOM CURTAIN LIGHTING B ROOM PENDANT LIGHTING B ROOM VEIL LIGHTING OF5 OF6 OF7 OJ OJ3 S S1 SA SA1 TX TX1 UC UC1 W W5 WB WB1 WB3 WS1 WS2 V V1 V5 ZX ZX1 ZX2 T5 LINEAR SIGN LIGHT LED LINEAR FLOODLIGHT ADJUSTABLE MOUNTING BRACKET 30X60 DEGREE BEAM ANGLE WET LABEL, REMOTE DRIVER LED LINEAR FLOODLIGHT ADJUSTABLE MOUNTING BRACKET 12 DEGREE BEAM ANGLE WET LABEL, REMOTE DRIVER LOUVERED STEPLIGHT, WET LABEL, ELECTRONC BALLAST, COLOR BY ARCHITECT STEPLIGHT RECESS IN CONCRETE STAIRS OR WALL, CAST LOUVERS FLUORESCENT STRIP LIGHT: STEEL CONSTRUCTION; WHITE PAINTED FINISH; SUITABLE FOR MOUNTING ON LOW DENSITY CEILINGS; PROGRAM START ELECTRONIC BALLASTS; T5 LAMPS; ONE BALLAST PER FIXTURE WHERE POSSIBLE, UNLESS TWO LEVEL SWITCHING IS SHOWN ON THE PLANS. 4', 1LAMP. W/ WIREGUARD GENERAL PURPOSE INDUSTRIAL: WHITE ENAMEL, APERTURED REFLECTOR; PROGRAM START ELECTRONIC BALLASTS; T5 LAMPS; ONE BALLAST PER FIXTURE WHERE POSSIBLE; UNLESS TWO LEVEL SWITCHING IS SHOWN ON THE PLANS; STEM MOUNTED WITH TONG HANGERS. 4', 2LAMP. 1 BF SPECIAL FIXTURES AS INDICATED. MEET ALL REQUIREMENTS OF SPECIFICATIONS AND FIXTURE SCHEDULE. VISUAL AND FINISH APPROVAL REQUIRED. MULTIPLE MOUNTING CONDITIONS SEE ARCHITECTURAL DETAIL SHEETS FOR SPECIFICS. UNDERCABINET LIGHT, SIZE AS NEEDED, USE 2 FOOT MODULES TO CREATE SIZE SHOWN, MUST FIT MILLWORK, MEASURE AFTER MILLWORK SUBMITTAL IS APPROVED. UNDERCABINET LED LIGHT WITH INTERNAL SWITCH LOW PROFILE WRAPAROUND: SURFACE MOUNTED SUITABLE FOR MOUNTING ON LOW DENSITY CEILINGS WRAPAROUND ACRYLIC PRISMATIC DIFFUSER; WHITE ENAMEL ENDPLATES; MINIMUM CU OF 70 @ 80/50/20 AND RCR=1; PROGRAM START ELECTRONIC BALLASTS; T5 LAMPS; ONE BALLAST PER FIXTURE WHERE POSSIBLE, UNLESS TWO LEVEL SWITCHING IS SHOWN ON THE PLANS. WIDE BODY WRAPAROUND; 3LAMP, APPROX; 3" X 16" X 48". WALL MOUNTED FLUORESCENT LOCATED ABOVE WALL ELEMENT (MIRROR/WHITEBOARD, ETC.): AS INDICATED ON DRAWINGS; WITH ACRYLIC INJECTION MOLDED; PROGRAM START ELECTRONIC BALLASTS; T8 LAMPS; ONE BALLAST PER FIXTURE WHERE POSSIBLE, UNLESS TWO LEVEL SWITCHING IS SHOWN ON THE PLANS. 1LAMP, WALL MOUNT 48", STEEL ENCLOSURE, DOWNLIGHT ONLY; ACRYLIC INJECTION MOLDED PRISMATIC DIFFUSER. 2LAMP, WALL MOUNT 48", STEEL ENCLOSURE, ACRYLIC INJECTION MOLDED PRISMATIC DIFFUSER, BILEVEL LIGHT OUTPUT, INTEGRAL PHOTOCELL/OCCUPANCY SENSOR, HIGH EFFICIENCY. RESTROOM VANITY SCONCE 29" TALL MOUNTED VERTICALLY ANTIQUE BRASS FINISH WHITE FLASHED OPAL GLASS RESTROOM VANITY SCONCE 23" WIDE MOUNTED HORIZONTALLY ANTIQUE BRASS FINISH WHITE FLASHED OPAL GLASS VANDAL RESISTANT SURFACE MOUNTED LIGHTING: .125" INJECTION MOLDED POLYCARBONATE LENS; IMPACT RESISTANT; UV STABILIZED; ALL METAL PARTS ARE ENCLOSED; GASKETED; VANDAL RESISTANT STAINLESS STEEL SCREWS; SECURED MOUNTING; PROGRAM START ELECTRONIC BALLASTS 4', 2LAMP WITH PRISMATIC LENS; 51" X 9 1/2" X 3 1/2", 16 GAUGE STEEL. HIGH EFFICIENCY BALLAST. 0.71BF PROGRAM START BALLST .125" INJECTION MOULDED LENS WET LOCATION WALL PACK OUTDOOR POLE LIGHTS. MOUNT PER DETAIL, 100 MPH RATING, 1.3 GUST FACTOR, 3000 LB TEST CONCRETE BASES UV STABILIZED; ALL METAL PARTS ARE ENCLOSED; GASKETED; VANDAL RESISTANT STAINLESS STEEL SCREWS; SECURED MOUNTING; ELECTRONIC BALLASTS, WET LABEL ARM MOUNT TYPE 3 OPTIC, FLAT LENS 22 FT MOUNTING HEIGHT POST TOP TYPE 5 OPTIC, FLAT LENS 12 FT POLE; 350ma 2F54T5 LED 2700K LED 2700K LED 1F28T5 RE830 2F28T5 RE830 LED LED RE830 3F28T5 RE830 1F28T5 RE835 2F28T5 1F14T5 1F17T8 1F15T8 2F28T5 RE841 2CF32 RE835 84 LED 4000K 48 LED 120W 15W/FT 6W/FT 9W 30W 54W 3.2W/FT 7W/FT 92W 30W 54W 22W 20W 54W 65W 200W 114W UNV 120V 120V 277V 277/120V 277/120V 24V 120V 277/120V 277/120V 277/120V 277/120V 277/120V 277/120V 277/120V 277V UNV ORGATECH COLORKINETICS INSIGHT BEGA LITHONIA LIGHTOLIER METALUX DAYBRITE COLUMBIA H.E. WILLIAMS LITHONIA LIGHTOLIER METALUX COLUMBIA DAYBRITE JESCO LIGHTOLIER LITHONIA DAYBRITE METALUX LIGHTOLIER LSI COLUMBIA DAYBRITE LIGHTOLIER METALUX L.A.L. COLUMBIA LITHONIA LSI H.E. WILLIAMS COLUMBIA BALDINGER BALDINGER KENALL FAILSAFE LUMINAIRE NEW STAR LA LIGHTING CD LIGHTING HOLCOR KENNALL EXCELINE LSI FAILSAFE DAYBRITE HOLCOR VISIONAIRE LANDSCAPE FORMS ORG12T5154SPPGSAU8UPELU3CBA Ew Cove MX Powercore 523000061XX SERIES MX630K12CESXXREMCBA 2384LED277 Z128MVOLTOS10ISXL SN4S128HPFUNVHI SNFUNVEB81WGSNF4FT N128UNVCGS4 CH4128ELW*UCHWG4 764128WG14EBLHADBDUNV EJA228MVOLTTUBRHPTHUN KWA228USOP IA228UNVPROGRAM START CSR4228UEB8120/277 PROGCSTH IA228UNV1/2EBSPEC DLRSXX27C LLP201WH/LLP200WH LB3281/3MVOLTTUBPHP CAW328UNV1/3EBSPEC WSA328AUNVPROGRAM START WB328U03P PR 328 SSO10PRS UE WCW43283EBPS120/277 CD128WUNVEBSPEC CWB128WBUSOP BI128UNVPROGRAM START BSQ10014RINJWHTT5EB120/277UPS WAL4128EBPS120/277 WP 128 DO MVOLTTUBPHP WB 128 SSO10PRS UE 294128AEB8P1UNV BIL4228HEUODS1 LA CLARINETTE 29" TALL LA CLARINETTE 23" WIDE N1048C228SB1120/277 FPS228UNVPROGRAM START LVP751228EBPS120 51C124UT5PROGRAM WSE50024RDLT5EBUNV VSL24228UNVEB HSP22/28T5120TXUNIVOLTPROGRAM START MR13FLMB32P2DV PR3SW226HFB8BOB EURMOB32CFL2WUEBLK TRO2/32CTDTBK VR2W32DUDOBKB4CF1/E PWI142/32T812PP/25CGELBDLLTXUNIVOLT ARI1LT384L350ma4KUNVAMCBA ALCOTTTYPE 5 DECORATIVE LIGHTING FIXTURE SCHEDULE TX5 TX6 TX7 TX8 WX1 WX2 WX3 CHANDELIER C ROOM CHANDELIER SEALING ROMS CHANDELIER VEIL PASS THROUGH PENDANT CYLINDER EXTERIOR MAIN ENTRY WALL SCONCE C ROOM WALL SCONCE SEALING ROOMS WALL SCONCE BRIDE/MATRON LAMPS LAMPS LAMPS LAMPS LAMPS LAMPS LAMPS WATTS WATTS WATTS WATTS 150W 150W 150W 120V 120V 120V 120V 120V 120V 120V BALDINGER RAMBUSCH SCHONBEK WINONA BALDINGER RAMBUSCH SCHONBEK WINONA BALDINGER RAMBUSCH SCHONBEK WINONA BALDINGER RAMBUSCH SCHONBEK WINONA BALDINGER RAMBUSCH SCHONBEK WINONA BALDINGER RAMBUSCH SCHONBEK WINONA BALDINGER RAMBUSCH SCHONBEK WINONA TO BE SELECTED 420000 LUMENS TO BE SELECTED 210000 LUMENS TO BE SELECTED 12000 LUMENS TO BE SELECTED 10000 LUMENS TO BE SELECTED NOMINAL 1000 LUMENS TO BE SELECTED NOMINAL 1000 LUMENS TO BE SELECTED NOMINAL 1000 LUMENS DA V ID E .WESEM A NNPE11200117 STATE OF R E G I STERED IND I A N AP R O F ESSIONALENGINEER 324 S. State St., Suite 400 Salt Lake City, UT 84111 8006787077 8013285151 fax: 8013285155 www.spectrumengineers.com SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: MHTN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 5956700 Telefax (801) 5956717 www.mhtn.com 07/31/2012 8/ 3 / 2 0 1 2 1 : 1 8 : 1 5 P M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ c l s \ D o c u m e n t s \ 1 0 0 7 5 E l e c C e n t r a l _ c l s . r v t FIXTURE SCHEDULE EL601 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R D A Y S A I N T S 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012 CLS Checker 2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 DA V ID E .WESEM A NNPE11200117 STATE OF R E G I STERED IND I A N AP R O F ESSIONALENGINEER 324 S. State St., Suite 400 Salt Lake City, UT 84111 800%678%7077 801%328%5151 fax: 801%328%5155 www.spectrum%engineers.com SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: MHTN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595%6700 Telefax (801) 595%6717 www.mhtn.com 07/31/2012 8/ 3 / 2 0 1 2 1 : 1 8 : 1 6 P M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ c l s \ D o c u m e n t s \ 1 0 0 7 5 E l e c C e n t r a l _ c l s . r v t COMCHECK EL602 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R % D A Y S A I N T S 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012 CLS Checker 2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 UP F.E.C.J ST ST J J "OL" "OH" "OT" "OR" 1 2 WP WP W 3 4 5 WP "G E N " 6 WP 7 5 N K G L.9L 4.8 M 7 6 H 4.9 "FOUNTAIN" "T-FOUNTAIN" OL-1,3,5 2 5 OL-2,4,6 VFD FOUNTAIN-7 8 8 9 10 FONT "M S B " WP OL-7 OL-8 CHWP-1 CHWP-2 GMU-2 GMU-1 SP-1 SP-2 FCP-1 2 MSB-7,9,11 LOWER FONT B05 STORAGE B02 HALL B01 STORAGE B08 WORKSHOP B07 CHASE B06a STAIR S001 SECURITY B03 MECH B06 11 OL-13 OL-12 OL-17 OL-19 OL-15 OL-21 OL-23 OL-25 OL-10 OL-29 A A OL-31 OL-33 2 2 2QH-17,19,21 2QL-39 MSB-2,4,6 8 AC-1 OH-15,17,19 2 VAC-1 OL-11 FOUNTAIN-2,4 FOUNTAIN-1,3 4 4 FOUNTAIN-5 OL-35 SSCT-1 MSB-13,15,17 CRU-1 2 ESB-1 MSB-14,16,18 FOUNTAIN-8 FOUNTAIN-6 14 OL-37 CRP-1 ST OL-27 MSB-1,3,5 8 SMP-1 SMP-2 2 2 OH-33,35,37 OH-27,29,31 DA V ID E .WESEM A NNPE11200117 STATE OF R E G I STERED IND I A N AP R O F ESSIONALENGINEER 324 S. State St., Suite 400 Salt Lake City, UT 84111 800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: MHTN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 07/31/2012 8/ 6 / 2 0 1 2 9 : 0 8 : 5 4 A M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ b x w \ D o c u m e n t s \ R e v i t M E P 2 0 1 2 \ 1 0 0 7 5 E l e c C e n tr a l _ b x w . r v t BASEMENT POWER PLAN EP100 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012 RRP DGH 2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SCALE: 1/8" = 1'-0"A1 BASEMENT POWER PLAN GENERAL SHEET NOTES SHEET KEYNOTES 1PROPOSED CONDUIT ROUTING FOR POWER CONDUITS TO MEZZANINE. 2GENERATOR KILL SWITCH. 3FONT PANEL CONTROLS. 4POWER FOR ATC PANEL. 5PROVIDE (3) 4" SLEEVES (USE 2-HOUR FIRE-RATED SLEEVES) FROM BASEMENT CEILING TO 6" ABOVE FLOOR OF MEZZANINE. 6GENERATOR ANNUNCIATOR PANEL. 7SERVICE DISCONNECTS FOR PANELS "2EH" AND "2QH". 8PROVIDE DISCONNECT (FUSED DISCONNECT TO CONTAIN RK5-TD-10 FUSES FOR FOUNTAIN CIRCUIT PUMP AND RK5-TD-25 FUSES FOR WIER PUMP). STARTER BY OTHERS. 9PROVIDE #8 AWG CU GROUNDING CONDUCTOR FROM GROUND BUS OF PANEL "FOUNTAIN" TO FOUNTAIN EQUIPMENT (BONDING OF FOUNTAIN EQUIPMENT BY OTHERS). ELECTRICAL CONTRACTOR TO CONNECT BONDING CONDUCTOR TO GROUND BUS OF "FOUNTAIN". 10VFD BY OTHERS. PROVIDE 30A/3P DISCONNECT WITH 25A FUSES AHEAD OF THE VFD. COORDINATE LOCATION WITH FOUNTAIN CONTRACTOR FOR LOCATION. 11PROVIDE CAT 5 CABLE TO BMS. 1SEE WF SERIES OF SHEETS AND PROVIDE ELECTRICAL CONNECTIONS TO ALL EQUPMENT AS NOTED ON THOSE SHEETS. 2COORDINATE VFD LOCATIONS AND EQUIPMENT SERVED WITH MECHANICAL DRAWINGS. DN UP C J J J J J J ST ST W A A 1 FB 2 A FB2 A A A A A A A W A A W 2 33 A A A 3 3 3 3 3 3 3 4 3 1 3 A 5 6 3 3 3 3 3 3 3 33 3 3 3 7 8 9 10 10 10 10 10 10 10 10 W A A A A A A A A A 1 2 3 4 5 8 10 11 12 13 A B F NEDKGL. 9 B. 4 L 4. 8 C 9 M 7 6 1. 7 H 4. 9 E. 2 8. 7 11 . 7 3 3 33 33 3 3 33 3 3 3 33 3 3 3 3 11 11 3 3 2Q L - 3 2Q L - 2 2Q L - 1 2Q L - 3 1 T 12 A A 2L B - 1 5 3 +6 0 " +6 0 " 13 13 13 13 13 13 PA S S T H R U 15 3 RE S T R O O M 17 1 A ST O R A G E 14 6 C CU S T O D I A L 10 5 BO Y S DR E S S I N G 17 1 GI R L S DR E S S I N G 16 1 BO O T H - ME N 13 1 Ro o m 14 6 O IN S T R U C T I O N A 15 9 Ro o m 14 6 H Ro o m 14 6 Z Ro o m 14 6 Y Ro o m 14 6 Q VE S T I B U L E 10 0 HA L L 17 4 A DR E S S I N G - WO M E N 12 3 BR E A K 11 9 WO R K E R ST U D Y 14 4 IN S T R U C T I O N D 12 7 B WA R D R O B E 11 4 FO Y E R 11 6 CO N F I R M A T I O N 17 3 VE S T I B U L E 15 5 Ro o m 14 6 L VE S T I B U L E 14 7 YO U T H 14 6 RE S T R O O M - W O M E N 12 2 HA L L 12 7 C HA L L 12 5 Ro o m 14 6 U HA L L 13 5 IN S T R U C T I O N - M E N 13 6 IN S T R U C T I O N D 13 7 B HA L L 13 7 C IN S T R U C T I O N D 12 7 A IN S T R U C T I O N - W O M E N 12 6 BR I D E / MA T R O N 11 5 HA L L 15 1 CO A T S 10 1 A BA P T I S T R Y 17 0 CO U N S E L O R OF F I C E 11 2 Ro o m 15 6 B RE S T R O O M 14 5 CL O S E T 14 9 A IN F A N T WA I T I N G 14 6 B Ro o m 14 6 T IN S T R U C T I O N 2 14 8 WO R K E R DR E S S I N G - ME N 13 4 WO R K E R DR E S S I N G - WO M E N 12 4 RE S T R O O M - M E N 13 2 HA L L 14 2 RE S T R O O M - W O M E N 10 2 A Ro o m 14 6 X RE S T R O O M 11 0 B WA R D R O B E 11 0 A CO U N S E L O R OF F I C E 11 1 PR E S I D E N T OF F I C E 11 0 Ro o m 14 6 K RE S T R O O M - M E N 10 2 B RE S T R O O M 14 6 A IN S T R U C T I O N B 15 4 CO R R I D O R 18 2 VE S T I B U L E 18 0 ST O R A G E 18 1 WO R K R O O M 10 6 EN T R Y 17 9 RE C E P T I O N 17 8 CO A T S 17 8 A Ro o m 14 6 J HA L L 15 2 RE S T R O O M 11 8 HA L L 10 8 WA R D R O B E 11 7 DR E S S I N G - ME N 13 3 AU D I O V I S U A L 14 1 A Ro o m 14 6 I IN S T R U C T I O N 1 14 9 Ro o m 14 6 M VE S T I B U L E 13 0 VE S T I B U L E 12 0 Ro o m 14 6 P BO O T H - WO M E N 12 1 IN S T R U C T I O N - M E N 13 7 IN S T R U C T I O N D 13 7 A IN S T R U C T I O N - W O M E N 12 7 HA L L 15 8 CH A P E L 15 7 Ro o m 14 6 W CO R R I D O R 17 6HA L L 10 3 RE S T R O O M 16 1 A CL O T H I N G 17 5 LA U N D R Y 17 4 ST A I R S1 0 1 Ro o m 14 6 N Ro o m 14 6 G HA L L 14 0 EN T R Y 10 1 Ro o m 14 6 R CO R R I D O R 17 7 WA I T I N G 10 2 WA I T I N G 10 7 HA L L 10 4 VE S T I B U L E 17 0 A BA P T I S T R Y CH A P E L 17 2 VE S T I B U L E 15 4 A 2L A - 3 2L A - 5 2L A - 1 1 2L A - 1 7 2L A - 2 7 2L A - 2 9 2L A - 3 3 2Q L - 3 3 2L A - 3 5 2L A - 3 7 2L A - 3 9 2L A - 2 2L A - 4 2L A - 6 2L A - 8 2LA-10 2L A - 1 2 2L A - 1 4 2L A - 1 6 2L A - 2 0 2L B - 2 1 2L B - 2 5 2L B - 2 9 2L B - 3 5 2L B - 3 9 2L B - 1 2 2L B - 2 2 2L B - 2 4 2L B - 2 6 2Q L - 5 2Q L - 6 2L B - 3 0 2L B - 3 2 2L B - 3 4 2L B - 3 8 2L A - 2 5 2L A - 1 9 2L A - 1 3 2L A - 1 2L A - 1 5 2Q L - 4 2L B - 2 8 2L B - 4 0 2L B - 4 3 2L B - 2 0 2L B - 4 5 2L B - 4 7 2L B - 4 9 2L B - 5 1 2L B - 5 3 2L B - 5 5 2L B - 5 7 A A A A 2L B - 1 4 2L B - 1 9 2L A - 3 1 2Q L - 8 2Q L - 7 2L A - 4 1 2L B - 6 9 2L B - 6 7 2L B - 3 1 2L B - 2 3 2L B - 6 3 , 6 5 2L B - 5 9 , 6 1 2L A - 2 3 2Q L - 1 3 2Q L - 9 A 2Q L - 1 2 2Q L - 1 0 3 A 2L A - 2 1 2H A - 2 7 , 2 9 , 3 1 6 2L B - 6 4 2L B - 6 6 2L B - 1 6 2L B - 6 8 14 2Q L - 1 1 3 3 3 FB 1 F B 1 FB 1 F B 1 FB1 FB1 2L B - 1 3 3 3 3 W 2L B - 3 3 3 3 33 2L A - 7 2L A - 1 8 FB1 FB1 FB1 2L B - 3 6 3 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 3 DAVIDE.WES EMAN N PE11200117 STATE OFREGISTERED I N DIANAPROF ESSIONALENGINEER324 S. State St., Suite 400 Salt Lake City, UT 84111 800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 07/31/2012 8/3/2012 2:01:51 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\bxw\Documents\Revit MEP 2012\10075Elec Central_bxw.rvt FIRST FLOOR POWER PLAN EP101Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012RRPDGH2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012GENERAL SHEET NOTES SHEET KEYNOTES 1STUB INTO FURNITURE.2RECEPTACLE IN THIS FLOOR BOX TO BE GFCI.3CIRCUIT OUTLET THROUGH LIGHTING RELAY PANEL AND CONTROL WITH OTHER LIGHTING IN ROOM (IF ROOM IS CONTROLLED BY OCCUPANCY SENSOR, CIRCUIT ON LOAD SIDE OF 120V LIGHTING IF 120V AND THROUGH SEPARATE RELAY (WITH 277V COIL) CONTROLLED BY LIGHTING IN ROOM (LOCATE RELAY IN NEMA 1 BOX IN ACCESSIBLE LOCATION AND LABELED).4INSTALL BEHIND MICROWAVE COORDINATE MOUNTING HEIGHT WITH INTERIOR ELEVATIONS.5TV HOIST MOTOR 6VEIL CURTAIN MOTOR 7CHIME TO BE CONTROLLED BY DOORBELL. PROVIDE SWITCH TO DISABLE DOORBELL CIRCUIT.8OUTSIDE BUTTON FOR SIGNAL CHIME. TO DOORBELL TRANSFORMER ON MEZZANINE. MOUNT DOORBELL AT +72".9SIGNAL CHIME OVERRIDE SWITCH MOUNTED AT +72". LABEL "DOORBELL SHUTOFF".10COORDINATE MOUNTING HEIGHT WITH INTERIOR ELEVATIONS.11SEE DETAIL C4 ON SHEET AE431 FOR EXACT LOCATION OF OUTLETS PRIOR TO ROUGH IN.12PROVIDE TAMPER-PROOF OUTLET.13PROVIDE CONNECTIONS TO FAUCETS. COORDINATE ROUGH-IN LOCATION WITH PLUMBING CONTRACTOR.14INSTALL OUTLET IN JUNCTION BOX (SEE SECURITY DRAWINGS). SC A L E : 1 / 8 " = 1 ' - 0 " A1 FI R S T F L O O R P O W E R P L A N DN DN DN F. E . C . F. E . C . T D J J J J J "2 H B " "2 R B " "2 B - T " "2LB" "2MB" FP S 1 2 3 4 5 8 10 11 12 13 A B F NEDKGL. 9 B. 4 L 4. 8 C 9 M 7 6 1. 7 H 4. 9 E. 2 8. 7 11 . 7 VF - 2 VF - 3 RE F - 1 SF - 1 0 0 VF - 1 VF - 4 2L B - 1 2L B - 2 2L B - 3 2L B - 4 2 19 2M B - 1 , 3 , 5 2M B - 2 , 4 , 6 2L B - 8 ME C H 20 5 Ro o m B2 Ro o m B3 ME C H 20 3 5 2M B - 7 , 9 , 1 1 RA F - 1 0 0 A 5 2M B - 8 , 1 0 , 1 2 RA F - 1 0 0 B 2M B - 2 5 , 2 7 , 2 9 2 SF - 2 0 0 2L B - 7 1 1 1 EP 4 0 1 1 CD W C - 1 2L A - 3 6 , 3 8 4 2L B - 1 7 H- 1 0 0 19 2M B - 1 3 , 1 5 , 1 7 DAVIDE.WES EMAN N PE11200117 STATE OFREGISTERED I N DIANAPROF ESSIONALENGINEER324 S. State St., Suite 400 Salt Lake City, UT 84111 800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 07/31/2012 8/3/2012 2:01:57 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\bxw\Documents\Revit MEP 2012\10075Elec Central_bxw.rvt MECHANICAL LEVEL POWER PLAN EP102Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012RRPDEW2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012GENERAL SHEET NOTES SHEET KEYNOTES SC A L E : 1 / 8 " = 1 ' - 0 " A1 ME C H A N I C A L L E V E L P O W E R P L A N 1INSTALL TRANSFORMERS ON THIS FLOOR ON PAD WITH VIBRATION ISOLATORS. TR TR TR TR TR TR TR TR TR TR TR TR TR TR TR A A A C A A A A A A AA A A AAAA A A A A A A A A A A A A A A AA AA A A A DESIGN DRAWING A C A C A A A B A C C C A A DISTANCE SHOWN FOR CLARITY, EXACT ROUTING OF COUNTERPOISE TO BE FIELD DETERMINED T.O. PARAPET EL. ±28'11" T.O. PARAPET EL. ±33'9" T.O. ROOF EL. ±39'3" T.O. PARAPET EL. ±28'11" AREA FALLS UNDER A ZONE OF PROTECTION AREA FALLS UNDER A ZONE OF PROTECTION AREA FALLS UNDER A ZONE OF PROTECTION AREA FALLS UNDER A ZONE OF PROTECTION AREA FALLS UNDER A ZONE OF PROTECTION T.O. PARAPET EL. ±33'9" T.O. PARAPET EL. ±28'11" T.O. PARAPET EL. ±28'11" T.O. PARAPET EL. ±33'9" T.O. PARAPET EL. ±28'11" T.O. PARAPET EL. ±89'6" T.O. STATUE EL. ±105'7" T.O. PARAPET EL. ±28'11" FIELD VERIFY ACTUAL LOCATION FOR MAIN GROUND BAR AND LYNCOLE XIT ENHANCED GROUND ROD. SEE DETAIL "1" AND "EG". 12345810111213 A B C F J L M N 67 E 9 D K H 4.8 4.9 B.4 G G1 G2 G3 G4 G8 G7G9G10 G11 G12 G6 EG5 N LEGEND TYPICAL BODIES OF CONDUCTANCE AS NOTED BELOW. USE FULL SIZE CONDUCTOR AND APPROPRIATE FITTING SHOWN FOR CONNECTION. (PLUMBING STACK) REQUIRES BONDING WITH MAIN SIZE CABLE ONLY IF WITHIN 6'0" (1,828mm) OF LIGHTNING PROTECTION SYSTEM. TYPICAL BODIES OF INDUCTANCE AS NOTED BELOW. USE SECONDARY SIZE (SMALLER) CONDUCTOR AND APPROPRIATE FITTING SHOWN FOR CONNECTION. BONDING CONNECTIONS AND FITTINGS SHOWN ARE TYPICAL EXAMPLES. MAKE ALL CONNECTIONS REQUIRED TO MEET CODES AS NOTED BELOW. ADJUST FITTING TYPE AS REQUIRED TO SUIT FIELD CONDITIONS. D GENERAL BONDING NOTES A C B 9 7 8 6 1 2 GENERAL INSTALLATION NOTES 4 5 3 AIR TERMINAL MECHANICAL CONNECTION MISC. BONDING THRUROOF CONNECTOR CLASS I ALUMINUM MAIN CONDUCTOR CLASS I COPPER MAIN CONDUCTOR CLASS II ALUMINUM MAIN CONDUCTOR CLASS II COPPER MAIN CONDUCTOR COPPER CLAD GROUND ROD WITH CADWELD CONNECTION MAIN SIZE LIGHTNING CONDUCTOR BONDED TO MAIN GROUND BUS FIELD VERIFY LOCATION 1" CONDUIT FOR ACCESS, INSTALLED BY OTHERS. INTERCONNECT LIGHTNING PROTECTION GROUND TO TELEPHONE AND OTHER BUILDING GROUND SYSTEMS LOCATION FIELD DETERMINED OR AS REQUIRED BY CODE. SYSTEM SHALL BE INSTALLED AS SHOWN TO INSURE PROPER CODE COMPLIANCE AND SYSTEM CERTIFICATION. ANY MAJOR VARIANCE SHALL BE RESUBMITTED FOR APPROVAL. ALL MATERIALS TO BE UNDERWRITER'S LABORATORIES APPROVED WITH "A" LABELS ON CONDUCTORS @ 10'0" (3,048mm) INTERVALS AND "B" LAB ELS ON ALL AIR TERMINALS. FINAL SYSTEM INSPECTION AND QUALITY CONTROL A)THE CONTRACTOR SHALL FURNISH AN LPIIP CERTIFICAT E OR A UL CERTIFICATE UPON COMPLETION OF THE INSTALLATION. B)LPI CERTIFICATION REQUIRES A SIGNATURE BY A REPRESENTATIVE OF THE OWNER AT MULTIPLE STAGES OF INSTALLATION & BY THEIR THIRD PARTY FIELD STAFF. UL CERTIFICATION REQUIRES INSPECTION BY THEIR THIRDPA RTY FIELD STAFF AFTER COMPLETION OF THE INSTALLATION. C)ASBUILT DRAWINGS SHALL BE COMPLETED AND STAMPED BY AN LPI CERTIFIED MASTER DESIGNER INSTALLER OF LIGHTNING PROTECTION SYSTEMS. D)FINAL INSPECTION REPORT A FINAL INSPECTION AND INSPECTION REPORT SHALL BE COMPLETED BASED ON ANSI/TIA/EIA 607, NEC, NFPA 780, AND UL96A INDUSTRY STANDARDS AS APPLICABLE. THE SCOPE OF THE INSPECTION AND REPORT SHALL INCLUDE; a.TEST AND EVALUATION THE GROUNDING SYSTEM. RECORD FINAL SYSTEMS TO GROUND RESISTANCE LEVEL. b.EVALUATION AND TESTING OF THE INTERNALBONDING AND GROUNDING SYSTEMS. c.EVALUATION AND TESTING OF EQUIPMENT GROUNDING. d.EVALUATION OF AC SURGE SUPPRESSION INSTALLATION. e.EVALUATION OF TELCO SURGE SUPPRESSION INSTALLATION. f.COPY OF THE LPIIP LIGHTNING PROTECTION CERTIFICA TION. g.FINAL ASBUILT REVIEW AND SUBMISSION. h. E)REPORT SHALL INCLUDE DETAILED REPORTING AND TEST RESULTS WITH CORRESPONDING PHOTOS OF EACH EVALUATION CATEGORY. SYSTEM TO BE DESIGNED AND INSTALLED BY: VFC LIGHTNING PROTECTION 90 NORTH CUTLER DRIVE * NORTH SALT LAKE, UT 84054 PHONE: (801) 2922956 * FAX: (801) 2924164 EMAIL: cad@vfcinc.com * INTERNET: www.vfcinc.com LOCATE AIR TERMINALS AS SHOWN. TAKE CARE TO INSURE THAT ALL POINTS ARE WITHIN 2'0" (609mm) OF OUTSIDE BUILDING EDGE, OUTS IDE CORNERS, RIDGE ENDS, AND THAT MAX SPACING DOES NOT EXCEED 20'0" (6,096mm), AND THAT MIN PROJECTION ABOVE OBJECT PROTECTED IS 10" (254mm); POINTS PROJECTING 24" (609mm) MAY BE SPACED @ 25'0" (7,520mm) MAX. MAINTAIN HORIZONTAL OR DOWNWARD COURSING OF MAIN CONDUCTOR. INSURE THAT ALL BENDS HAVE AT LEAST AN 8" (203mm) RADIUS AND DO NOT EXCEED 90 DEGREES. ATTACH ALL EXPOSED ROOF, DOWN LEAD AND BONDING CABLES AT 3'0" (914mm) ON CENTER MAX. VERIFY COMPATIBILITY OF ADHESIVE ON MEMBRANE ROOF APPLICATION PRIOR TO INSTALLATION. GROUND ELECTRODES SHALL BE INSTALLED AS SHOWN, BUT IN NO INSTANCE SHALL THEY BE LESS THAN 1'0" (304mm) BELOW GRADE AND 2'0" (609mm) FROM FOUNDATION WALL. DRIVEN RODS SHALL PENETRATE THE EARTH AT LEAST 10'0" (3,048mm). BOND TO WATER SERVICE AND OTHER PIPING SYSTEMS AS SHOWN AND AS REQUIRED BY CODE. 9 1 THIS DRAWING IS INTENDED FOR USE AS A CONSTRUCTION DOCUMENT. FIELD VERIFY ACTUAL CONDITIONS PRIOR TO CONSTRUCTION. CONTACT VFC, TO CLARIFY ANY DISCREPANCIES. GENERAL CONSTRUCTION NOTES PERIMETER 665' LIGHTNING PROTECTION PLAN SCALE: 1/8" = 1'0" 168240SCALE VALID ONLY IF DRAWING IS PRINTED AT 24" X 36" 324 S. State St., Suite 400 Salt Lake City, UT 84111 8006787077 8013285151 fax: 8013285155 www.spectrumengineers.com SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: MHTN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 5956700 Telefax (801) 5956717 www.mhtn.com 7/ 1 9 / 2 0 1 2 3 : 5 7 : 5 7 P M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ c l s \ D o c u m e n t s \ 1 0 0 7 5 E l e c C e n t r a l _ c l s . r v t LIGHTNING PROTECTION PLAN EP103 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R D A Y S A I N T S RRP DGH 2011507 100% CD REVIEW JULY 19, 2012 F. E . C . J J ST J J J J F. E . C . F. E . C . C D E F G 1524 B A 3.8 3 "U T I L I T Y L " "TUTILITY" XFMR TEMPLE XFMR "CTETEMPLE" "ATSE" "ATSQ" W W W GE N E R A T O R 2 C1 C2 35 35 MSA MSA 3 UTILITYL2 MAINT. 107 MAINT. 106 MAINT. 108 BATHROOM 102 SITE SHOP 103 EXT. ALCOVE 109 CHILLER YARD 100 UT I L I T Y H UTILITYL3 EUH2 UTILITYH3,5,72 A A A 4 UTILITYL5 UTILITYL6 2 CEF1 TO LIGHTING CIRCUIT IN ROOM WH2 UTILITYL1 UTILITYL9,11 4 ST UTILITYL10 "MSA" UTILITYL14 UTILITYL13 9 UTILITYL SAC1 4 UTILITYL16,18 EUH1 UTILITYH9,11,132UTILITYL4 EWH1 UTILITYL15,17 C D E F G 1524 B A 3.8 3 XFMR GE N E R A T O R "CTETEMPLE" "CTEMEETINGHOUSE" "MSA" "ATSE" "ATSQ" (S 1 ) (S 1 ) (S 1 ) (S 1 ) (W5) (W5) (V5) (V5) (V 5 ) (V5) (V5) (V5) (V5) (V5)(V5) XFMR TEMPLE (OC32) 1 WP , T WP , T 1 MAINT. 107 MAINT. 106 MAINT. 108 BATHROOM 102 SITE SHOP 103 EXT. ALCOVE 109 CHILLER YARD 100 UT I L I T Y H UT I L I T Y L UTILITYL7 (W B 1 ) (OC32) UTILITYL8 "CTEMEETINGHOUSE" (V1) C D E F G 1524 B A 3.8 3 XFMR GE N E R A T O R "CTETEMPLE" "CTEMEETINGHOUSE" "MSA" "ATSE" "ATSQ"XFMR TEMPLE MAINT. 107 MAINT. 106 MAINT. 108 BATHROOM 102 SITE SHOP 103 EXT. ALCOVE 109 CHILLER YARD 100 UT I L I T Y H UT I L I T Y L DA V ID E .WESEM A NNPE11200117 STATE OF R E G I STERED IND I A N AP R O F ESSIONALENGINEER 324 S. State St., Suite 400 Salt Lake City, UT 84111 8006787077 8013285151 fax: 8013285155 www.spectrumengineers.com SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: MHTN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 5956700 Telefax (801) 5956717 www.mhtn.com 07/31/2012 8/ 3 / 2 0 1 2 1 : 1 8 : 2 0 P M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ c l s \ D o c u m e n t s \ 1 0 0 7 5 E l e c C e n t r a l _ c l s . r v t UTILITY BLDG ELECTRICAL PLANS EP104 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R D A Y S A I N T S 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012 RRP DGH 2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SCALE: 1/8" = 1'0"A2 UTILITY POWER PLAN GENERAL SHEET NOTES SHEET KEYNOTES 1PROVIDE TIMER SWITCH (I.E. INTERMATIC FD4HW OR ENGINEER APPROVED EQUIVALENT) WITH WEATHERPROOF COVER. 2PROVIDE HEAT TRACE (RAYCHEM GM2XT OR ENGINEER APP ROVED EQUIVALENT) WITH ASSOCIATED MOISTURE SENSOR AND CONTACTOR FOR DOWNSPOUTS. COORDINATE LENGTHS WITH ARCHITECTURAL DRAWINGS. 3PROVIDE CONNECTIONS TO IRRIGATION CONTROLLER. STUB 2" CONDUIT FROM CONTROLLER TO LANDSCAPE AREA. 4PROVIDE 2 STRAND OM3 FIBEROPTIC CABLE TO TEMPLE'S TECHNOLOGY 204 ROOM IN 1" CONDUIT. TERMINATE TO WALL MOUNTED FACEPLATE IN SITE SHOP 103 ABOVE COUNTER ADJACENT TO WALL POWER OUTLETS. SCALE: 1/8" = 1'0"A1 UTILITY LIGHTING PLAN SCALE:NTSA4UTILITY FIRE ALARM PLAN J J J J J J RD RD RD 4 4 4 SHEET KEYNOTES 1.PROVIDE HEAT TRACE FOR LENGTH OF GUTTER SHOWN AS WELL AS ROOF DRAINS SHOWN. EXTEND 6" BEYOND END OF ROOF DRAINS. USE RAYCHEM GM-2XT 208V HEAT TRACE (OR ENGINEER APPROVED EQUIVALENT,SUBMITTED PRIOR TO BID) AND ASSOCIATED COMPONENTS FOR MOUNTING,SENSING OF MOISTURE & TEMPERATURE (SENSOR SHALL BE RAYCHEM/TYCO GIT-3A OR ENGINEER APPROVED EQUIVALENT) AND ALL OTHER COMPONENTS TO MAKE SYSTEM OPERATIONAL. PROVIDE CONTACTOR PANEL (i.e. RAYCHEM EMC OR ENGINEER APPROVED EQUIVALENT) LOCATED IN MEZZANINE ELECTRICAL ROOM. ONLY (1) MOISTURE/TEMPERATURE SENSOR WILL BE REQUIRED. PROVIDE ADD ALTERNATE TO CONCEAL HEAT TAPE IN RAYCHEM T-PANEL SYSTEM FOR ENTIRE LENGTH OF HEAT TAPE.HEAT TAPE COVERS PERIMETER OF BUILDING IN ADDITION TO OTHER LOCATIONS SHOWN. COORDINATE WITH ARCHITECTURAL DRAWINGS.CALCULATE LENGTHS OF HEAT TRACE RUNS AND CONNECT NO MORE THAN 380' TO A 30/2 CIRCUIT BREAKER (PANEL CONTAINS (3) 30/2 BREAKERS FOR HEAT TRACE).2.MOISTURE/TEMPERATURE SENSOR FOR HEAT TAPE (INSTALL PER MANUFACTURER'S INSTRUCTIONS). 120V CIRCUIT FOR THIS SENSOR (TYCO GIT-3A OR ENGINEER APPROVED EQUIVALENT) SHALL CONTROL CONTACTOR PANEL IN MEZZANINE ELECTRICAL ROOM. INSTALL 4' OFF ROOF LEVEL. SEE SHEET AE103,AE104. 2 1 1 1 1 GU T T E R RO O F D R A I N RO O F D R A I N RO O F D R A I N GU T T E R GU T T E R 2L A - 5 3 2L A - 5 7 GU T T E R PA R A P E T 3 HE I G H T AT S P I R E P L I N T H & SP I R E C O R N I C E H E I G H T GU T T E R AT P A R A P E T 2 & 3 H E I G H T GU T T E R PA R A P E T 2 HE I G H T GU T T E R GU T T E R GU T T E R 2L A - 4 6 GU T T E R GU T T E R 1 2 3 4 5 8 10 11 12 13 A B C F J L M N 6 7 E 9 D KH 4. 8 4. 9 B. 4 PE R I M E T E R 6 6 5 ' DAVIDE.WES EMAN N PE11200117 STATE OFREGISTERED I N DIANAPROF ESSIONALENGINEER324 S. State St., Suite 400 Salt Lake City, UT 84111 800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 07/31/2012 8/3/2012 2:01:58 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\bxw\Documents\Revit MEP 2012\10075Elec Central_bxw.rvt ROOF POWER PLAN EP105Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 8 " = 1 ' - 0 " 1 RO O F P O W E R P L A N DN DN DN DN F.E.C. T D J J 5 K G 7 6 H "MSC" "2 H A " "2A-T""2 L A " "2 M A " "2 E " "2 Q H " "2Q-T" "2 Q L " DOORBELL CHIME TRANSFORMER "SEC" "FCP" B-2 B-1 HWP-2 HWP-1 GMU VFDVFD BCP-1 BCP-2 DCP-1 DCP-2 2LB-9 ATC ATC 2LA-63 2LA-65 BOILER ROOM 206 STAIR S201 TECHNOLOGY 204 "2RA" "PANIC" "VSS" "SEC" ST WH-1 2LA-61 2LA-30 1 1 DEF-2 DEF-1 2QL-20 2LA-69 2LA-71 2LA-26 2MA-7,9,11 2MA-1,3,5 2 2 2MA-2,4,6 2MA-8,10,12 2MA-31,33,35 2MA-37,39,41 2 2 2 2 2MA-19,21,23 2MA-13,15,17 2 2 2LA-67 VF-5 ST2MA-25,27,29 2LA-34 2QL-19 2QL-18 2QL-16 2LA-28 2LA-73 CDWC-1 REF-2 2 2MA-14,16,18 2QL-35 2QL-15,17 5 2QL-37 2QL-14 2 UH-1 2LA-79 1 1 DA V ID E .WESEM ANNPE11200117 STATE OF R E G I STERED IND I A N AP RO FESSIONALENGINEER 324 S. State St., Suite 400 Salt Lake City, UT 84111 800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: MHTN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 07/31/2012 9/ 7 / 2 0 1 2 1 1 : 4 2 : 3 6 A M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ b x w \ D o c u m e n t s \ R e v i t M E P 2 0 1 2 \ 1 0 0 7 5 E l e c C e n tr a l _ b x w . r v t ENLARGED POWER PLAN EP401 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012 BXW DGH 2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SCALE: 1/4" = 1'-0"1 ENLARGED MECHANICAL LEVEL POWER PLAN GENERAL SHEET NOTES SHEET KEYNOTES 1PROVIDE CONNECTIONS TO CONTROL CONTRACTOR PROVIDED 120:24V TRANSFORMER. 1COORDINATE VFD LOCATIONS AND EQUIPMENT SERVED WITH MECHANICAL CONTRACTOR. 109-10-2012ADDENDUM #3 TR DESIGN DRAWING (ITEM #) 1" PVC CONDUIT NO. LPC120, CLASS I COPPER MAIN CONDUCTOR NO. LPC559, BRONZE CABLE TO FLAT METAL CLAMP NO. LPC502, BRONZE PARALLEL CLAMP NO. LPA100, CLASS I ALUMINUM MAIN CONDUCTOR CADWELD MOLD ! GT/TA GEG ENHANCED GROUND ROD K2L!10CS GBI SERIES GROUND BAR 1 TYPICAL DOWNLEAD DETAIL ! G TR A A AIR TERMINAL SCALE: NOT TO SCALE NO. 613400, 3/4" X 10 COPPER CLAD GROUND ROD NO. GTC!188D, CADWELD MOLD SCALE: NOT TO SCALE NO. LPC126, CLASS II COPPER MAIN CONDUCTOR NO. TAC!8D8D, CADWELD MOLD CABLE TO CABLE CONNECTION STEEPLE BONDING DETAIL SCALE: NOT TO SCALEC WEEP HOLES BREATHER HOLES LYNCONITE II CONNECTION CADWELD FINISHED GRADE NO. XB!12C TEST WELL WITH COVER SCALE: NOT TO SCALE SCALE: NOT TO SCALE NO. GBI!14424!J, GROUND BAR SCALE: NOT TO SCALE NO. LPC502 NO. LPA502 NO. LPC502A ONE BOLT PARALLEL CLAMP NO. LPA598, BI!METAL CONNECTOR NO. LPC126, CLASS II COPPER MAIN CONDUCTOR NO. LPC126, CLASS II COPPER MAIN CONDUCTOR NO. B1BC, BRONZE PARALLEL CLAMP COPPER CONDUCTOR CONNECTED TO ANGEL NO. LPC126, CLASS II COPPER CONDUCTOR BONDED TO COPPER DOWNLEADS FROM ANGEL, TYP. A AIR TERMINAL SCALE: NOT TO SCALE G LEGEND TYPICAL BODIES OF CONDUCTANCE AS NOTED BELOW. USE FULL SIZE CONDUCTOR AND APPROPRIATE FITTING SHOWN FOR CONNECTION. (PLUMBING STACK) REQUIRES BONDING WITH MAIN SIZE CABLE ONLY IF WITHIN 6'!0" (1,828mm) OF LIGHTNING PROTECTION SYSTEM. TYPICAL BODIES OF INDUCTANCE AS NOTED BELOW. USE SECONDARY SIZE (SMALLER) CONDUCTOR AND APPROPRIATE FITTING SHOWN FOR CONNECTION. BONDING CONNECTIONS AND FITTINGS SHOWN ARE TYPICAL EXAMPLES. MAKE ALL CONNECTIONS REQUIRED TO MEET CODES AS NOTED BELOW. ADJUST FITTING TYPE AS REQUIRED TO SUIT FIELD CONDITIONS. D GENERAL BONDING NOTES A C B MAIN SIZE LIGHTNING CONDUCTOR BONDED TO MAIN GROUND BUS FIELD VERIFY LOCATION 1" CONDUIT FOR ACCESS, INSTALLED BY OTHERS. INTERCONNECT LIGHTNING PROTECTION GROUND TO TELEPHONE AND OTHER BUILDING GROUND SYSTEMS LOCATION FIELD DETERMINED OR AS REQUIRED BY CODE. SYSTEM SHALL BE INSTALLED AS SHOWN TO INSURE PROPER CODE COMPLIANCE AND SYSTEM CERTIFICATION. ANY MAJOR VARIANCE SHALL BE RESUBMITTED FOR APPROVAL. ALL MATERIALS TO BE UNDERWRITER'S LABORATORIES APPROVED WITH "A" LABELS ON CONDUCTORS @ 10'!0" (3,048mm) INTERVALS AND "B" LABELS ON ALL AIR TERMINALS. FINAL SYSTEM INSPECTION AND QUALITY CONTROL A)THE CONTRACTOR SHALL FURNISH AN LPI!IP CERTIFICATE OR A UL CERTIFICATE UPON COMPLETION OF THE INSTALLATION. B)LPI CERTIFICATION REQUIRES A SIGNATURE BY A REPRESENTATIVE OF THE OWNER AT MULTIPLE STAGES OF INSTALLATION & BY THEIR THIRD PARTY FIELD STAFF. UL CERTIFICATION REQUIRES INSPECTION BY THEIR THIRD!PARTY FIELD STAFF AFTER COMPLETION OF THE INSTALLATION. C)AS!BUILT DRAWINGS SHALL BE COMPLETED AND STAMPED BY AN LPI CERTIFIED MASTER DESIGNER ! INSTALLER OF LIGHTNING PROTECTION SYSTEMS. D)FINAL INSPECTION REPORT ! A FINAL INSPECTION AND INSPECTION REPORT SHALL BE COMPLETED BASED ON ANSI/TIA/EIA 607, NEC, NFPA 780, AND UL96A INDUSTRY STANDARDS AS APPLICABLE. THE SCOPE OF THE INSPECTION AND REPORT SHALL INCLUDE: a.TEST AND EVALUATION THE GROUNDING SYSTEM. RECORD FINAL SYSTEMS TO GROUND RESISTANCE LEVEL. b.EVALUATION AND TESTING OF THE INTERNAL BONDING AND GROUNDING SYSTEMS. c.EVALUATION AND TESTING OF EQUIPMENT GROUNDING. d.EVALUATION OF AC SURGE SUPPRESSION INSTALLATION. e.EVALUATION OF TELCO SURGE SUPPRESSION INSTALLATION. f.COPY OF THE LPI!IP LIGHTNING PROTECTION CERTIFICATION. g.FINAL AS!BUILT REVIEW AND SUBMISSION. E)REPORT SHALL INCLUDE DETAILED REPORTING AND TEST RESULTS WITH CORRESPONDING PHOTOS OF EACH EVALUATION CATEGORY. 9 7 8 6 1 2 GENERAL INSTALLATION NOTES 4 5 LOCATE AIR TERMINALS AS SHOWN. TAKE CARE TO INSURE THAT ALL POINTS ARE WITHIN 2'!0" (609mm) OF OUTSIDE BUILDING EDGE, OUTSIDE CORNERS, RIDGE ENDS, AND THAT MAX SPACING DOES NOT EXCEED 20'!0" (6,096mm), AND THAT MIN PROJECTION ABOVE OBJECT PROTECTED IS 10" (254mm); POINTS PROJECTING 24" (609mm) MAY BE SPACED @ 25'!0" (7,520mm) MAX. MAINTAIN HORIZONTAL OR DOWNWARD COURSING OF MAIN CONDUCTOR. INSURE THAT ALL BENDS HAVE AT LEAST AN 8" (203mm) RADIUS AND DO NOT EXCEED 90 DEGREES. ATTACH ALL EXPOSED ROOF, DOWN LEAD AND BONDING CABLES AT 3'!0" (914mm) ON CENTER MAX. VERIFY COMPATIBILITY OF ADHESIVE ON MEMBRANE ROOF APPLICATION PRIOR TO INSTALLATION. GROUND ELECTRODES SHALL BE INSTALLED AS SHOWN, BUT IN NO INSTANCE SHALL THEY BE LESS THAN 1'!0" (304mm) BELOW GRADE AND 2'!0" (609mm) FROM FOUNDATION WALL. DRIVEN RODS SHALL PENETRATE THE EARTH AT LEAST 10'!0" (3,048mm). BOND TO WATER SERVICE AND OTHER PIPING SYSTEMS AS SHOWN AND AS REQUIRED BY CODE. 3 AIR TERMINAL MECHANICAL CONNECTION MISC. BONDING THRU!ROOF CONNECTOR CLASS I ALUMINUM MAIN CONDUCTOR CLASS I COPPER MAIN CONDUCTOR CLASS II ALUMINUM MAIN CONDUCTOR CLASS II COPPER MAIN CONDUCTOR COPPER CLAD GROUND ROD WITH CADWELD CONNECTION SCALE: NOT TO SCALE THRU!ROOF CONNECTION NO. LPA100, CLASS I ALUMINUM MAIN CONDUCTOR TR NO. BMTRC1, BI!METAL THRU!ROOF CONNECTOR NO. LPC120, CLASS I COPPER MAIN CONDUCTOR 1" PVC EXTENDED ABOVE FINISHED ROOF BMTRC1 CONNECTED TO TOP OF EXTENDED 1" PVC NO. LPA30212, 1/2" ALUMINUM BASE (UNIVERSAL MOUNT) NO. LPA100, CLASS I ALUMINUM MAIN CONDUCTOR NO. LPA810, ALUMINUM ADHESIVE CABLE HOLDER NO. LPA222ST, 1/2" X 12" ALUMINUM SAFETY TIPPED AIR TERMINAL A C A C A A A B A C C C A A NO. 231!6, STRAP TYPE PIPE CLAMP NO. LPC559, CABLE TO FLAT METAL CLAMP NO. LPA555, BONDING LUG NO. CPC1.5/2, NO. CPC3.5/4, COPPER PIPE CLAMP NO. LPA540, ALUMINUM BONDING PLATE NO. LPA551, HEAVY DUTY BONDING LUG MISCELLANEOUS SCALE: NOT TO SCALE! 3 T.O. STEEL 126' 3" PARAPET 1 128' 11" CONTINUOUS 4" MIN. WEATHER, AIR, & VAPOR BARRIER SPRAY! APPLIED INSULATION SYSTEM STONE COPING BLOCK 6" RIGID INSULATION CONCRETE ON MTL DECK CONTINUOUS FLUID APPLIED VAPOR BARRIER 3/4" EXTERIOR SHEATHING CONTINUOUS FLUID APPLIED VAPOR BARRIER ! LAP OVER ROOF EDGE & EXTEND DOWN 4" MIN STONE CLADDING SYSTEM ON GALV. BACK FRAME, BY STONE INSTALLER 8" STRUCTURAL STUD 3/4" EXTERIOR SHEATHING ROOF MEMBRANE ROOF MEMBRANE TO LAP OVER PARAPET FRAMING 8" METAL STUD, DEFLECTION SLIP TRACK CANT STRIP STAINLESS STEEL PARAPET FLASHING SHIM AS REQUIRED CONT. BENT PLATE POUR STOP, SEE STRUCT. STRUCTURAL FRAMING STAINLESS STEEL ANCHOR INTO STONE FRAMING SYSTEM. GROUT AROUND ANCHOR AND SECURE WITH NEOPRENE WASHERS AT CONNECTION. SELF ADHESIVE AIR!BARRIER AT TRANSITION TO ROOF STRUCTURE, MULTI!SURFACE COMPATIBLE PRODUCT, LAP OVER TOP EDGE OF ROOF 4" MIN. AIR TERMINAL LIGHTNING PROTECTION, WHERE OCCURS ADDITIONAL REINFORCEMENT, BY STONE INSTALLER BLOCKING AE505 C5 VENT 23'0" 8" M I N . DA V ID E .WESEM A NNPE11200117 STATE OF R E G I STERED IND I A N AP R O F ESSIONALENGINEER 324 S. State St., Suite 400 Salt Lake City, UT 84111 800!678!7077 801!328!5151 fax: 801!328!5155 www.spectrum!engineers.com SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: MHTN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595!6700 Telefax (801) 595!6717 www.mhtn.com 07/31/2012 8/ 3 / 2 0 1 2 1 : 1 8 : 2 2 P M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ c l s \ D o c u m e n t s \ 1 0 0 7 5 E l e c C e n t r a l _ c l s . r v t LIGHTNING PROTECTION DETAILS EP501 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R ! D A Y S A I N T S 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012 AuthorChecker 2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 **IG(E.G.)SEIGGSIZEQTYCONDUCTOR(NOTE 1)NOTES*SYMAMPCONDUCTOR AND SUBSCRIPT (NOTE 5)SCHEDULE NUMBER 5 CONDUIT SIZECONDUIT SCHEDULE 12 10 0 A F / 3 P 50 A T G 60 K W 27 7 / 4 8 0 V ST A N D B Y NA T U R A L G A S GE N E R A T O R FR O M "M S A " "A T S - E " 10 0 A / 4 P 15 FR O M "M S A " "A T S - Q " 10 0 A / 4 P 15 1. 2 5 " C N D W/ CO N T R O L W I R I N G RE M O T E AN N U N C I A T O R AN D C O N T R O L 9 MQ - 2 6 , 2 8 , 3 0 (G E N E R A T O R AU X I L I A R Y C I R C U I T S ) 1" C N D TO B A S GR O U N D B U S #6 C U WA T E R ST E E L UF E R #3 / 0 C U 5359 48 0 / 2 7 7 V 3Ø , 4 W PA D M O U N T E D TR A N S F O R M E R PR I M A R Y S E R V I C E F R O M IN D I A N A P O L I S L I G H T & PO W E R GR O U N D B U S #6 C U WA T E R ST E E L UF E R #3 / 0 C U GR O U N D RO D 1. 2 5 " C N D UT I L I T Y M 10 0 / 3 20 16 0 0 / 3 22 5 / 3 SP A C E 22 5 / 3 SP A C E "M S A " 48 0 / 2 7 7 V , 3 Ø, 4 W 80 0 / 3 61 GR O U N D B U S #6 C U WA T E R ST E E L UF E R #3 / 0 C U GR O U N D RO D 22 5 / 3 80 0 / 3 22 5 / 3 SP A C E 22 5 / 3 SP A C E "M S B " 48 0 / 2 7 7 V , 3 Ø, 4 W 60 0 / 3 30 22 5 / 3 "0 H " 42 10 0 / 3 22 5 / 3 SP A C E 22 5 / 3 SP A C E "M S C " 48 0 / 2 7 7 V , 3 Ø, 4 W 60 0 A M L O 20 10 0 / 3 "2 H A " 12 5 / 3 21 22 5 / 3 SP A C E "C T E - T E M P L E " 16 0 0 A 48 0 / 2 7 7 V , 3 Ø , 4 W 50 / 3 12 TO " A T S - E " 50 / 3 12 TO " A T S - Q " 10 0 / 3 "2 E " 10 0 / 3 "2 Q H " 53 20 10 0 / 3 "U T I L I T Y - L " GR O U N D PE R N E C "T - U T I L I T Y " 30 K V A 48 0 - 2 0 8 / 1 2 0 V 3Ø , 4 W DR Y T R A N S F O R M E R SE 30 22 5 / 3 "0 L " 10 0 / 3 GR O U N D PE R N E C "0 - T " 75 K V A 48 0 - 2 0 8 / 1 2 0 V 3Ø , 4 W DR Y T R A N S F O R M E R 19 SE 30 GR O U N D PE R N E C "2 A - T " 75 K V A 48 0 - 2 0 8 / 1 2 0 V 3Ø , 4 W DR Y T R A N S F O R M E R SE 22 5 / 3 30 22 5 / 3 "2 M A " 22 5 / 3 30 22 5 / 3 "2 H B " 40 0 / 3 36 40 0 / 3 "2 M B " 30 12 5 / 3 GR O U N D PE R N E C "2 B - T " 75 K V A 48 0 - 2 0 8 / 1 2 0 V 3Ø , 4 W DR Y T R A N S F O R M E R 21 SE 22 5 / 3 SP A C E 24 0 K A S P D GF P 1" C N D W/ C O N T R O L WI R I N G 6059 20 8 / 1 2 0 V 3Ø , 4 W PA D M O U N T E D TR A N S F O R M E R PR I M A R Y S E R V I C E F R O M IN D I A N A P O L I S L I G H T & PO W E R 1. 2 5 " C N D UT I L I T Y M "C T E - M E E T I N G H O U S E " 80 0 A 20 8 / 1 2 0 V , 3 Ø , 4 W 3 E A 4 " C O N D U I T S T O M E E T I N G H O U S E M A I N P A N E L 12 50 / 3 1" C N D W/ C O N T R O L WI R I N G #3 / 0 C U 40 0 / 3 4 0 0 / 3 35 3 5 C- 1 31 C- 2 31 60 / 3 LP J - 5 0 20 10 0 / 3 "2 Q L " 60 / 3 GR O U N D PE R N E C "2 Q - T " 30 K V A 48 0 - 2 0 8 / 1 2 0 V 3Ø , 4 W DR Y T R A N S F O R M E R 11 SE LI G H T N I N G LI G H T N I N G PR O T E C T I O N PR O T E C T I O N C A B L E 40 / 2 7 17 80 / 2 "F O U N T A I N " GR O U N D PE R N E C "0 - F O U N T A I N " 15 K V A 48 0 - 2 4 0 / 1 2 0 V 1Ø , 3 W DR Y T R A N S F O R M E R SE 50 / 3 40 / 3 8 40 / 3 8 15 / 3 2 CH W P - 1 8VF D CH W P - 2 8VF D FC P - 1 SI Z E 0 10 0 / 3 "U T I L I T Y - H " 60 / 3 11 "2 L B " GR O U N D RO D MC P 60 / 3 14 ES B - 1 15 / 3 2 CR U - 1 SI Z E 0 MC P "2 L A " NO S C A L E NO S C A L E A1 ON E - L I N E D I A G R A M - T E M P L E E4 ON E - L I N E D I A G R A M ME E T I N G H O U S E 120.75212121282 220.75312121282,3 320.75412121282,3 430.75210101082 530.75310101082 630.75410101082 74012810862 84013810862 94014810862 105512610842 115513610842 12551.254610842 13701248422 14701.25348422 15701.25448422 16851.25238322 17851.25338322 18851.25438322 19951.25328222 20951.50428222 211301.50316222 221301.50416222 23150231/0621/02 24150241/0621/02 25175232/0622/02 26175242/0622/02 27200233/0622/02 282002.5043/0622/02 292302.5034/0422/02 302302.5044/0422/02 312552.503250412/02 322552.504250412/02 333103335031/03/02 343103435031/03/02 353803.50350033/03/02 363804450033/03/02 374002 EA 233/033/03/02 384002 EA 2.5043/033/03/02 395102 EA 2.50325014/03/02 405102 EA 3425014/03/02 416202 EA 333501/04/03/02,4 426202 EA 343501/04/03/02,4 437602 EA 3.5035001/04/03/02,4 447602 EA 445001/04/03/02,4 458553 EA 333002/04/03/02,4 468553 EA 343002/04/03/02,4 4710003 EA 3.5034002/04/03/04 4810003 EA 3.5044002/04/03/04 4911403 EA 435003/04/03/04 5011403 EA 445003/04/03/04 5112404 EA 333503/04/03/04 5212404 EA 343503/04/03/04 5316755 EA 3.5044004/04/04/04 5420106 EA 3.5044002502502504 5526607 EA 445003503503504 5630408 EA 445005005005004 57418011 EA 445005005005004 585 EA 46 5946 603 EA 46 CONDUCTOR AND CONDUIT SCHEDULE NOTES CONDUCTORS SHOWN ARE SHOWN FOR EACH CONDUIT WITH MODIFICATIONS AS NOTED IN NOTE 5. ALL CONDUCTORS SHOWN ARE THWN UNLESS OTHERWISE NOTED.PROVIDE EQUIPMENT GROUND CONDUCTORS PER TABLE 250-122 WHEN CIRCUIT BREAKERS ARE SIZED GREATER THAN AMPERE RATING SHOWN IN TABLE.PROVIDE #10 NEUTRALS FOR MULTIWIRE BRANCH CIRCUITS SERVING COMPUTERS.GROUND (G) CONDUCTOR MAY BE DELETED ON SERVICE ENTRANCE CONDUCTORS.WHEN SYMBOL SUBSCRIPT INDICATES "IG", INCLUDE "IG" OR INSULATED GROUND CONDUCTOR SCHEDULED ALONG WITH GROUND OR EQUIPMENT GROUND CONDUCTOR. WHEN SYMBOL SUBSCRIPT INDICATES "SE",SUBSTITUTE "SE" CONDUCTOR FOR "G" CONDUCTOR SHOWN WHICH IS SIZED FOR THE GROUNDING OF THE SECONDARY OF THE SEPARATELY DERIVED SYSTEMS.RACEWAY ONLY. CONDUCTORS PROVIDED BY UTILITY.1.2.3.4.5.6.619303 EA 343502/04/03/04 F A U L T C U R R E N T T A B L E BU S CT E - M E E T I N G H O U S E CT E - T E M P L E MS A UT I L I T Y - L AT S - E AT S - Q MS B 0H 0L MS C 2H A 2L A 2M A 2M B 2H B 2L B 2E 2Q H 2Q L PR O V I D E F U L L Y R A T E D C I R C U I T B R E A K E R S I N P A N E L B O A R D S F O R T H E FA U L T C U R R E N T S H O W N . S E R I E S R A T I N G S W I T H N E X T L E V E L U P S T R E A M OV E R C U R R E N T P R O T E C T I V E D E V I C E S A R E P E R M I T T E D S U B J E C T T O FA C T O R Y U L D O C U M E N T A T I O N O F S E R I E S R A T I N G S U B M I T T E D T O E N G I N E E R . IF D E V I C E O R E Q U I P M E N T F A U L T C U R R E N T R A T I N G I S N O T SH O W N , AS S U M E 1 0 0 , 0 0 0 A I C . FA U L T C U R R E N T 22 , 0 0 0 S C A 35 , 0 0 0 S C A 35 , 0 0 0 S C A 2, 0 0 0 S C A 35 , 0 0 0 S C A 35 , 0 0 0 S C A 23 , 0 0 0 S C A 22 , 1 0 0 S C A 5, 7 0 0 S C A 22 , 0 0 0 S C A 21 , 0 0 0 S C A 5, 7 0 0 S C A 21 , 0 0 0 S C A 17 , 0 0 0 S C A 16 , 0 0 0 S C A 5, 4 0 0 S C A 2, 9 0 0 S C A 2, 9 0 0 S C A 1, 5 0 0 S C A UT I L I T Y - H 16 , 0 0 0 S C A FO U N T A I N 2, 0 0 0 S C A GENERAL SHEET NOTES 1.PROVIDE NEMA 3R ENCLOSURES FOR EQUIPMENT LOCATED OUTDOORS. REFER TO PLANS FOR EQUIPMENT LOCATIONS.2.REFER TO PLANS FOR CONSTRAINTS ON PHYSICAL DIMENSIONS AND CLEARANCE REQUIREMENTS OF EQUIPMENT. PROVIDE EQUIPMENT DIMENSIONS THAT FALL WITHIN THE CONSTRAINTS OF EACH SPECIFIC LOCATION.3.ALL EQUIPMENT SHALL BE CONSTRUCTED AND BRACED FOR THE SEISMIC CONDITIONS OF THE PROJECT. REFER TO SPECIFICATIONS SECTION 16071 FOR REQUIREMENTS.SHEET KEYNOTES 1.PROVIDE 1" CND W/ CONTROL WIRING PER MANUFACTURER'S WRITTEN INSTRUCTIONS TO GENERATOR.2.LOCATE DISCONNECT ADJACENT TO "MSB" AND LABEL SERVICE DISCONNECT (MAIN BREAKER OF "MSB" SHALL ALSO BE LABELED SERVICE DISCONNECT.3.NEUTRAL TO GROUND BOND SHALL ONLY OCCUR AT "MSA".4.PROVIDE BUSSMANN COORDINATION MODULE OR ENGINEER APPROVED EQUIVALENT.5.MOTOR CIRCUIT PROTECTOR WITH ELECTRONIC ADJUSTABLE OVERLOAD (COMBO STARTER DISCONNECT). 1 1 3 2 2 4 5 5 22 5 / 3 "2 L B " 60 / 3 6 0 / 3 40 0 / 3 FR S - 2 5 0 40 0 / 3 FR S - 2 5 0 60 / 3 22 5 / 3 "2 L A " DAVIDE.WES EMAN N PE11200117 STATE OFREGISTERED I N DIANAPROF ESSIONALENGINEER324 S. State St., Suite 400 Salt Lake City, UT 84111 800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 07/31/2012 8/3/2012 2:02:02 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\bxw\Documents\Revit MEP 2012\10075Elec Central_bxw.rvt ONE-LINE DIAGRAM EP601Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012DGHDGH2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 MA R K AC - 1 B- 1 B- 2 BC P - 1 BC P - 2 CD W C - 1 C- 1 C- 2 CE F - 1 CH W P - 1 CH W P - 2 CP - 1 0 0 CR P - 1 CR U - 1 DC P - 1 DC P - 2 DE F - 1 DE F - 2 EF - 1 EF - 2 EF - 3 ES B - 1 EU H - 1 EU H - 2 EW H - 1 FP - 1 FC P - 1 GM U - 1 GM U - 2 GM U - 3 H- 1 0 0 HW P - 1 HW P - 2 RA F - 1 0 0 A RA F - 1 0 0 B RE F - 1 RE F - 2 SA C - 1 SF - 1 0 0 SF - 2 0 0 SM P - 1 SM P - 2 SP - 1 SP - 2 SS C T - 1 UH - 1 VA C - 1 VF - 1 VF - 2 VF - 3 VF - 4 VF - 5 WH - 1 WH - 2 WS - 1 QT Y 2 IT E M D E S C R I P T I O N AI R C O M P R E S S O R BO I L E R BO I L E R BO I L E R CI R C U L A T I N G P U M P BO I L E R CI R C U L A T I N G P U M P CE N T R A L D O M E S T I C WA T E R C H I L L E R CH I L L E R CH I L L E R EX H A U S T F A N CH I L L E D W A T E R P U M P CH I L L E D W A T E R P U M P HE A T I N G C O I L CI R C U L A T I N G P U M P CO N D E N S A T E PU M P I N G U N I T CO N D E N S A T E RE T U R N U N I T DO M E S T I C C I R C P U M P DO M E S T I C C I R C P U M P DR Y E R EX H A U S T F A N DR Y E R EX H A U S T F A N EX H A U S T F A N EX H A U S T F A N EX H A U S T F A N EL E C T R I C ST E A M B O I L E R EL E C T R I C U N I T H E A T E R EL E C T R I C U N I T H E A T E R EL E C T R I C WA L L H E A T E R FO N T P U M P FO N T CI R C U L A T I N G P U M P GL Y C O L M A K E U P U N I T GL Y C O L M A K E U P U N I T GL Y C O L M A K E U P U N I T HU M I D I F I E R HO T W A T E R P U M P HO T W A T E R P U M P RE L I E F A I R F A N RE L I E F A I R F A N RO O F T O P E X H A U S T F A N RO O F T O P E X H A U S T F A N SP L I T S Y S T E M A/ C U N I T SU P P L Y A I R F A N SU P P L Y A I R F A N GL Y C O L S N O W M E L T I N G PU M P S GL Y C O L S N O W M E L T I N G PU M P S SU M P P U M P SU M P P U M P CH E M I C A L FE E D S Y S T E M UN I T H E A T E R ST E A M P R E S S VE N T I L A T I O N F A N VE N T I L A T I O N F A N VE N T I L A T I O N F A N VE N T I L A T I O N F A N VE N T I L A T I O N F A N WA T E R H E A T E R WA T E R H E A T E R WA T E R S O F T E N E R HP 2 1. 5 1. 5 15 15 1 1/ 3 3 3/ 4 1/ 4 1/ 2 1/ 2 3/ 4 3/ 4 1/ 2 1 1 1/ 3 1/ 3 1/ 3 5 5 12 12 0. 7 5 1 40 1 2 2 1 1 1/ 8 1/ 2 1/ 4 1/ 4 1/ 4 1/ 4 1/ 2 kW 4. 1 .1 7. 5 7. 5 .7 5 4 L O A D D A T A MC A 22 4 . 1 22 4 . 1 18 FL A 3 3 46 73 . 7 16 VO L T 48 0 48 0 48 0 48 0 48 0 20 8 48 0 48 0 12 0 48 0 48 0 48 0 12 0 48 0 48 0 12 0 48 0 48 0 48 0 48 0 12 0 48 0 48 0 48 0 20 8 48 0 48 0 12 0 12 0 12 0 48 0 48 0 48 0 48 0 48 0 48 0 48 0 20 8 48 0 48 0 48 0 48 0 48 0 48 0 12 0 12 0 12 0 12 0 12 0 12 0 12 0 48 0 12 0 20 8 12 0 PH 3 3 3 3 3 1 3 3 1 3 3 3 1 3 3 1 3 3 3 3 1 3 3 3 1 3 3 1 1 1 3 3 3 3 3 3 3 1 3 3 3 3 3 3 1 1 1 1 1 1 1 3 1 1 1 Hz 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 WI R E A N D CO N D U I T S I Z E 3 # 1 2 , # 1 2 G R 0. 7 5 " C 3 # 1 2 , # 1 2 G R 0. 7 5 " C 3 # 1 2 , # 1 2 G R 0. 7 5 " C 3 # 1 2 , # 1 2 G R 0. 7 5 " C 3 # 1 2 , # 1 2 G R 0. 7 5 " C 2 # 1 0 , # 1 0 G R 0. 7 5 " C 3 # 5 0 0 , # 3 G R 4" C 3 # 5 0 0 , # 3 G R 4" C 2 # 1 2 , # 1 2 G R 0. 7 5 " C 3 # 8 , # 1 0 G R 1" C 3 # 8 , # 1 0 G R 1" C 3 # 1 2 , # 1 2 G R 0. 7 5 " C 2 # 1 2 , # 1 2 G R 0. 7 5 " C 3 # 1 2 , # 1 2 G R 0. 7 5 " C 3 # 1 2 , # 1 2 G R 0. 7 5 " C 2 # 1 2 , # 1 2 G R 0. 7 5 " C 3 # 1 2 , # 1 2 G R 0. 7 5 " C 3 # 1 2 , # 1 2 G R 0. 7 5 " C 3 # 1 2 , # 1 2 G R 0. 7 5 " C 3 # 1 2 , # 1 2 G R 0. 7 5 " C 2 # 1 2 , # 1 2 G R 0. 7 5 " C 3 # 4 , # 8 G R 1. 2 5 " C 3 # 1 2 , # 1 2 G R 0. 7 5 " C 3 # 1 2 , # 1 2 G R 0. 7 5 " C 2 # 1 2 , # 1 2 G R 0. 7 5 " C 3 # 1 2 , # 1 2 G R 0. 7 5 " C 3 # 1 2 , # 1 2 G R 0. 7 5 " C 2 # 1 2 , # 1 2 G R 0. 7 5 " C 2 # 1 2 , # 1 2 G R 0. 7 5 " C 2 # 1 2 , # 1 2 G R 0. 7 5 " C 3 # 2 , # 8 G R 1. 5 " C 3 # 1 2 , # 1 2 G R 0. 7 5 " C 3 # 1 2 , # 1 2 G R 0. 7 5 " C 3 # 1 0 , # 1 0 G R 0. 7 5 " C 3 # 1 0 , # 1 0 G R 0. 7 5 " C 3 # 1 2 , # 1 2 G R 0. 7 5 " C 3 # 1 2 , # 1 2 G R 0. 7 5 " C 2 # 1 0 , # 1 0 G R 0. 7 5 " C 3 # 2 , # 8 G R 1. 5 " C 3 # 1 2 , # 1 2 G R 0. 7 5 " C 3 # 1 2 , # 1 2 G R 0. 7 5 " C 3 # 1 2 , # 1 2 G R 0. 7 5 " C 3 # 1 2 , # 1 2 G R 0. 7 5 " C 3 # 1 2 , # 1 2 G R 0. 7 5 " C 2 # 1 2 , # 1 2 G R 0. 7 5 " C 2 # 1 2 , # 1 2 G R 0. 7 5 " C 2 # 1 2 , # 1 2 G R 0. 7 5 " C 2 # 1 2 , # 1 2 G R 0. 7 5 " C 2 # 1 2 , # 1 2 G R 0. 7 5 " C 2 # 1 2 , # 1 2 G R 0. 7 5 " C 2 # 1 2 , # 1 2 G R 0. 7 5 " C 3 # 1 2 , # 1 2 G R 0. 7 5 " C 2 # 1 2 , # 1 2 G R 0. 7 5 " C 2 # 1 0 , # 1 0 G R 0. 7 5 " C 2 # 1 2 , # 1 2 G R 0. 7 5 " C FU R N BY E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E O V E R C U R R E N T P R O T E C T I O N DE V I C E 15 A / 3 P CB 15 A / 3 P CB 15 A / 3 P CB 15 A / 3 P CB 15 A / 3 P CB 30 A / 2 P CB 40 0 A / 3 P CB 40 0 A / 3 P CB 20 A / 1 P CB 40 A / 3 P CB 40 A / 3 P CB 20 A / 3 P CB 20 A / 1 P CB 15 A / 3 P CB 15 A / 3 P CB 20 A / 1 P CB 20 A / 3 P CB 20 A / 3 P CB 20 A / 3 P CB 20 A / 3 P CB 20 A / 1 P CB 60 A / 3 P CB 20 A / 3 P CB 20 A / 3 P CB 15 A / 2 P CB 20 A / 3 P CB 15 A / 3 P CB 20 A / 1 P CB 20 A / 1 P CB 20 A / 1 P CB 10 0 A / 3 P CB 20 A / 3 P CB 20 A / 3 P CB 30 A / 3 P CB 30 A / 3 P CB 15 A / 3 P CB 15 A / 3 P CB 30 A / 2 P CB 10 0 A / 3 P CB 15 A / 3 P CB 15 A / 3 P CB 15 A / 3 P CB 20 A / 3 P CB 20 A / 3 P CB 20 A / 1 P CB 20 A / 1 P CB 20 A / 1 P CB 20 A / 1 P CB 20 A / 1 P CB 20 A / 1 P CB 20 A / 1 P CB 15 A / 3 P CB 20 A / 1 P CB 20 A / 2 P CB 20 A / 1 P CB LO C A T I O N PA N E L PA N E L PA N E L PA N E L PA N E L PA N E L PA N E L PA N E L PA N E L PA N E L PA N E L PA N E L PA N E L PA N E L PA N E L PA N E L PA N E L PA N E L PA N E L PA N E L PA N E L PA N E L PA N E L PA N E L PA N E L PA N E L PA N E L PA N E L PA N E L PA N E L PA N E L PA N E L PA N E L PA N E L PA N E L PA N E L PA N E L PA N E L PA N E L PA N E L PA N E L PA N E L PA N E L PA N E L PA N E L PA N E L PA N E L PA N E L PA N E L PA N E L PA N E L PA N E L PA N E L PA N E L PA N E L FU R N BY E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E Q Q E E E Q E E E E E E E E E E E E E E E E D I S C O N N E C T DE V I C E 30 A / 3 P NO F U S E S 30 A / 3 P NO F U S E S 30 A / 3 P NO F U S E S 30 A / 3 P NO F U S E S 30 A / 3 P NO F U S E S 30 A / 2 P NO F U S E S 40 0 A / 3 P FR S - 2 5 0 40 0 A / 3 P FR S - 2 5 0 TH E R M A L SW I T C H 60 A / 3 P NO F U S E S 60 A / 3 P NO F U S E S MC P TH E R M A L SW I T C H MC P MC P TH E R M A L SW I T C H 30 A / 3 P NO F U S E S 30 A / 3 P NO F U S E S 30 A / 3 P NO F U S E S 30 A / 3 P NO F U S E S TH E R M A L SW I T C H 60 A / 3 P NO F U S E S SA M E A S OC P D SA M E A S OC P D 2- P O L E TO G G L E MC P NO F U S E S MC P NO F U S E S TH E R M A L SW I T C H TH E R M A L SW I T C H TH E R M A L SW I T C H 10 0 A / 3 P NO F U S E S 30 A / 3 P NO F U S E S 30 A / 3 P NO F U S E S VF D VF D 30 A / 3 P NO F U S E S 30 A / 3 P NO F U S E S 30 A / 2 P NO F U S E S VF D 30 A / 3 P NO F U S E S MC P MC P 30 A / 3 P NO F U S E S 30 A / 3 P NO F U S E S TO G G L E SW I T C H TH E R M A L SW I T C H TH E R M A L SW I T C H TH E R M A L SW I T C H TH E R M A L SW I T C H TH E R M A L SW I T C H TH E R M A L SW I T C H 30 A / 3 P NO F U S E S TH E R M A L SW I T C H 30 A / 2 P TO G G L E TO G G L E SW I T C H EQ U I P M E N T S C H E D U L E LO C A T I O N AD J . T O EQ U I P . AD J . T O EQ U I P . AD J . T O EQ U I P . AD J . T O EQ U I P . AD J . T O EQ U I P . AD J . T O EQ U I P . AD J . T O EQ U I P . AD J . T O EQ U I P . AD J . T O EQ U I P . AD J . T O EQ U I P . AD J . T O EQ U I P . AD J . T O EQ U I P . AD J . T O EQ U I P . AD J . T O EQ U I P . AD J . T O EQ U I P . AD J . T O EQ U I P . AD J . T O EQ U I P . AD J . T O EQ U I P . AD J . T O EQ U I P . AD J . T O EQ U I P . AD J . T O EQ U I P . AD J . T O EQ U I P . AD J . T O EQ U I P . AD J . T O EQ U I P . AD J . T O EQ U I P . AD J . T O EQ U I P . AD J . T O EQ U I P . AD J . T O EQ U I P . AD J . T O EQ U I P . AD J . T O EQ U I P . AD J . T O EQ U I P . SE E PL A N S SE E PL A N S AD J . T O EQ U I P . AD J . T O EQ U I P . SE E PL A N S SE E PL A N S AD J . T O EQ U I P . AD J . T O EQ U I P . AD J . T O EQ U I P . AD J . T O EQ U I P . AD J . T O EQ U I P . AD J . T O EQ U I P . AD J . T O EQ U I P . AD J . T O EQ U I P . AD J . T O EQ U I P . AD J . T O EQ U I P . AD J . T O EQ U I P . AD J . T O EQ U I P . AD J . T O EQ U I P . AD J . T O EQ U I P . AD J . T O EQ U I P . AD J . T O EQ U I P . AD J . T O EQ U I P . AD J . T O EQ U I P . FU R N BY Q Q Q E E Q Q Q Q Q Q E Q E E Q Q Q Q Q Q Q Q Q Q E E Q Q Q Q Q Q Q Q Q Q Q Q Q E E Q Q Q Q Q Q Q Q Q Q Q Q Q DE V I C E FV N R FV N R VF D VF D FV N R FV N R FV N R VF D VF D VF D VF D FV N R FV N R VF D VF D VF D VF D VF D VF D VF D VF D FV N R FV N R VF D LO C A T I O N AD J . T O EQ U I P . AD J . T O EQ U I P . AD J . T O EQ U I P . AD J . T O EQ U I P . AD J . T O EQ U I P . AD J . T O EQ U I P . AD J . T O EQ U I P . AD J . T O EQ U I P . AD J . T O EQ U I P . SI Z E 1 1 0 0 0 0 0 0 0 SP E E D C T R L VO L T SE L E C T O R SW I T C H HO A HO A HO A HO A HO A HO A HO A HO A HO A ST A R T E R D A T A PUSH BUTTONPILOTLAMP R,G R,G R,G R,G R,G R,G R,G R,G R,GNORMALLYOPENCONTACTS222222222NORMALLYCLOSEDCONTACTS222222222PHASEFAILURERELAYYESYESYESYESSCHEMATICREFERENCEREMOTECTRLNOTESMARKAC-1 B-1 B-2 BCP-1 BCP-2 CDWC-1 C-1 C-2 CEF-1 CHWP-1 CHWP-2 CP-100 CRP-1 CRU-1 DCP-1 DCP-2 DEF-1 DEF-2 EF-1 EF-2 EF-3 ESB-1 EUH-1 EUH-2 EWH-1 FP-1 FCP-1 GMU-1 GMU-2 GMU-3 H-100 HWP-1 HWP-2 RAF-100A RAF-100B REF-1 REF-2 SAC-1 SF-100 SF-200 SMP-1 SMP-2 SP-1 SP-2 SSCT-1 UH-1 VAC-1 VF-1 VF-2 VF-3 VF-4 VF-5 WH-1 WH-2 WS-1 EQUIPMENT SCHEDULE KEY E Q ***DIVISION 16 FURNISHED WITH THE EQUIPMENT COORDINATE WITH THE DIVISION 15 TEMPERATURE CONTROL INSTALLER AUTOMATIC CONTROL WIRING BY DIVISION 15DAVIDE.WES EMAN N PE11200117 STATE OFREGISTERED I N DIANAPROF ESSIONALENGINEER324 S. State St., Suite 400 Salt Lake City, UT 84111 800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 07/31/2012 8/3/2012 2:02:02 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\bxw\Documents\Revit MEP 2012\10075Elec Central_bxw.rvt EQUIPMENT SCHEDULE EP602Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 DA V ID E .WESEM A NNPE11200117 STATE OF R E G I STERED IND I A N AP R O F ESSIONALENGINEER 324 S. State St., Suite 400 Salt Lake City, UT 84111 800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: MHTN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 07/31/2012 8/ 6 / 2 0 1 2 9 : 0 8 : 5 6 A M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ b x w \ D o c u m e n t s \ R e v i t M E P 2 0 1 2 \ 1 0 0 7 5 E l e c C e n tr a l _ b x w . r v t PANEL SCHEDULES EP603 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012 AuthorChecker 2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 1. PROVIDE GFCI CIRCUIT BREAKER. Notes: RECEPTACLES TOTAL DIVERSIFIED LOAD=AVERAGE AMPS PER 48 LIGHTING 1kVA @ 125% = 1kVA DIVERSIFIED TOTAL kVA 12 NEC DIVERSIFIED LOAD CALCULATIONS CONNECTED AMPS PER PHASE 4839 CONNECTED AVERAGE AMPS PER PHASE 44 TOTALS:CONNECTED kVA PER PHASE 65 CONNECTED TOTAL kVA 11 41201SPARE0.00.0 SPARE12042 39201SPARE 0.00.0SPARE12040 37201SPARE0.00.0 SPARE12038 35201SPARE 0.00.0SPARE12036 33201SPARE0.00.0 SPARE12034 31201SPARE 0.00.0SPARE12032 29201SPARE0.00.0 SPARE12030 27201SPARE 0.00.0SPARE12028 25201SPARE0.00.0 SPARE12026 23201SPARE 0.00.0SPARE12024 21201SPARE0.00.0 SPARE12022 19201SPARE 0.00.0SPARE12020 17201SPARE0.00.0 SPARE12018 15201SPARE 0.00.0SPARE12016 13201SPARE0.00.0 SPARE12014 11----(GFCI CIRCUIT BREAKER)0.00.0SPARE12012 9201FOUNTAIN LIGHTING (NOTE 1)0.50.0 SPARE12010 7201CO2 FEED SYSTEM 0.20.6FOUNTAIN CONTROL PANEL (NOTE 1)1208 5201SUMP PUMP1.20.2LIQUID CHLORINE FEED PUMP1206 3------2.02.0------4 1302FOUNTAIN JET PUMP (NOTE 1)2.02.0 WATERFALL PUMP2302 CKT NO AMPPOLE DESCRIPTION AB DESCRIPTION POLEAMP CKT NO ACCESSORIES:PANEL DIRECTORY, IDENTIFICATION, GROUNDING BAR 120/240 V, 1 PH 3 WIRE22" W x 6" D, BOLT-ON80 AMPERE CIRCUIT BREAKER SURFACE VOLTS/PHASE/WIRE:PANEL SIZE & TYPE:MAIN SIZE AND TYPE:LOCATION:CABINET:NOTES: PANEL"FOUNTAIN" 1. PROVIDE GFCI CIRCUIT BREAKER. Notes: RECEPTACLES 6kVA @ 100% = 6kVA TOTAL DIVERSIFIED LOAD=13.0 kVA AVERAGE AMPS PER 58 LIGHTING 0kVA @ 125% = 0kVA DIVERSIFIED TOTAL kVA 21 NEC DIVERSIFIED LOAD CALCULATIONS CONNECTED AMPS PER PHASE 565058 CONNECTED AVERAGE AMPS PER PHASE 54 TOTALS:CONNECTED kVA PER PHASE 767 CONNECTED TOTAL kVA 19 41201SPARE 0.00.0SPARE12042 39201SPARE 0.00.0 SPARE12040 37201MTR: CRP-10.50.0 SPARE12038 35201MTR: CHEMICAL FEEDER SSCT-1 1.00.0SPARE12036 33201WORKSHOP B070.50.0 SPARE12034 31201POWER WORKSHOP B070.40.0 SPARE12032 29201CO: ROOM B08, B07 0.90.0SPARE12030 27201MTR MECH B06, GMU-10.50.0 SPARE12028 25201MTR MECH B06, GMU-1, GMU-20.50.0 SPARE12026 23201CO: MECH B06, WATER SOFTNER 0.40.2CO: FOUNTAIN CONVENIENCE OUTLET12024 21201CO: STORAGE-1 B02-10.70.2CO: HOLDING TANK CONVENIENCE OUTLET12022 19201CO: SECURITY B030.20.2CO: CORNERSTONE CONVENIENCE OUTLET12020 17201CO: SECURITY B03 0.20.2CO: NATIVITY LIGHTING CONVENIENCE OUTLET12018 15201CO: SECURITY B030.40.0GFCI CIRCUIT BREAKER----16 13201CO: ROOM B06, S001-1, B011.40.1LIGHTING FOUNTAIN BOLLARD LIGHTING (NOTE 1)12014 11201PWR: STEAM PRESS VAC-1 0.70.5CO: SECURITY B0312012 9 0.9CO: LOWER FONT-1 B05-112010 7201POWER MECH B06, ATC PANEL0.60.0 FONT CONTROL PANEL1208 5------0.82.0------6 3------0.82.0 ------4 1153FOUNTAIN CIRC PUMP0.82.0 FOUNTAIN WEIR PUMP3302 CKT NO AMPPOLE DESCRIPTION ABC DESCRIPTION POLEAMP CKT NO ACCESSORIES:PANEL DIRECTORY, IDENTIFICATION, GROUNDING BAR 120/208V, 3 PH 4 WIRE22" W x 6" D, BOLT-ON225 AMPERE CIRCUIT BREAKER SURFACE VOLTS/PHASE/WIRE:PANEL SIZE & TYPE:MAIN SIZE AND TYPE:LOCATION:CABINET:NOTES: PANEL"OL" Notes: RECEPTACLES 6kVA @ 100% = 6kVA TOTAL DIVERSIFIED LOAD=13 kVA AVERAGE AMPS PER 63 LIGHTING 18 kVA @ 125% = 22kVA DIVERSIFIED TOTAL kVA 52 NEC DIVERSIFIED LOAD CALCULATIONS CONNECTED AMPS PER PHASE 615153 CONNECTED AVERAGE AMPS PER PHASE 55 TOTALS:CONNECTED kVA PER PHASE 171415 CONNECTED TOTAL kVA 46 41201SPARE 0.06.8------42 39201SPARE 0.06.0 ------40 37------0.96.6 PANEL "OL" THRU "OT310038 35------0.90.0SPARE12036 33203MOTOR MECH B06, SMP-20.90.0 SPARE12034 31------0.90.0 SPARE12032 29------0.90.0SPARE12030 27203MTR MECH B06, SMP-10.90.0 SPARE12028 25 0.0 SPARE12026 23 0.0SPARE12024 21 0.0 SPARE12022 19------0.90.0 SPARE12020 17------0.90.0SPARE12018 15153MTR: AIR COMPRESSOR AC-10.90.0 SPARE12016 13201LIGHTING: SIGN LIGHTING0.20.0 SPARE12014 11201LIGHTING SITE STEP LIGHTING 2.00.6LIGHTING: WALKWAY BOLLARD LIGHTING12012 9201LIGHTING ANGEL MORONI LIGHTING0.51.8LIGHTING: TEMPLE STEP LIGHTING12010 7201LIGHTING: SITE2.51.2 LIGHTING: TEMPLE FLOOD LIGHTING1208 5201LIGHTING LOWER FONT-2 B05-2 0.32.0LIGHTING: SITE1206 3201LIGHTING LOWER FONT-2 B05-20.12.9 LIGHTING: SITE1204 1201LIGHTING0.62.9 LIGHTING: SITE1202 CKT NO AMPPOLE DESCRIPTION ABC DESCRIPTION POLEAMP CKT NO ACCESSORIES:PANEL DIRECTORY, IDENTIFICATION, GROUNDING BAR 480/277 V, 3 PH 4 WIRE22" W x 6" D, BOLT-ON100 AMPERE MAIN LUGS SURFACE VOLTS/PHASE/WIRE:PANEL SIZE & TYPE:MAIN SIZE AND TYPE:LOCATION:CABINET:NOTES: PANEL"OH" Notes: RECEPTACLES TOTAL DIVERSIFIED LOAD=AVERAGE AMPS PER 9 LIGHTING 6 kVA @ 125% = 7kVA DIVERSIFIED TOTAL kVA 7 NEC DIVERSIFIED LOAD CALCULATIONS CONNECTED AMPS PER PHASE 966 CONNECTED AVERAGE AMPS PER PHASE 7 TOTALS:CONNECTED kVA PER PHASE 322 CONNECTED TOTAL kVA 6 29201LIGHTING ENTRY-2 101-2 0.20.0SPARE12030 27201LIGHTING 0.20.0 SPARE12028 25201LIGHTING0.10.0 SPARE12026 23201LIGHTING 0.10.0SPARE12024 21201LIGHTING 0.10.0 SPARE12022 19201SPARE0.00.0 SPARE12020 17201LIGHTING 0.20.0SPARE12018 15201LIGHTING 0.10.0 SPARE12016 13201LIGHTING0.10.0 SPARE12014 11201LIGHTING ROOM 13 0.20.0SPARE12012 9201LIGHTING 0.40.0 SPARE12010 7201LIGHTING2.00.2 LIGHTING STAIR S2011208 5201LIGHTING 0.01.0LIGHTING1206 3201LIGHTING 0.40.4 LIGHTING1204 1201LTG: SITE LIGHTING0.10.1 LIGHTING1202 CKT NO AMPPOLE DESCRIPTION ABC DESCRIPTION POLEAMP CKT NO ACCESSORIES:PANEL DIRECTORY, IDENTIFICATION, GROUNDING BAR 480/277 V, 3 PH 4 WIRE22" W x 6" D, BOLT-ON100 AMPERE MAIN LUGSMECH 203SURFACE VOLTS/PHASE/WIRE:PANEL SIZE & TYPE:MAIN SIZE AND TYPE:LOCATION:CABINET:NOTES: PANEL"2E" Notes: RECEPTACLES TOTAL DIVERSIFIED LOAD=AVERAGE AMPS PER 39 LIGHTING 10 kVA @ 125% = 13kVA DIVERSIFIED TOTAL kVA 33 NEC DIVERSIFIED LOAD CALCULATIONS CONNECTED AMPS PER PHASE 384231 CONNECTED AVERAGE AMPS PER PHASE 36 TOTALS:CONNECTED kVA PER PHASE 10119 CONNECTED TOTAL kVA 30 41201SPARE 0.00.0SPARE12042 39201SPARE 0.00.0 SPARE12040 37201SPARE0.00.0 SPARE12038 35201LIGHTING 0.40.0SPARE12036 33201LIGHTING 0.50.0 SPARE12034 31------6.70.0 SPARE12032 29------6.70.0SPARE12030 27203POWER SPACE 13, PRESS6.70.0 SPARE12028 25201LIGHTING0.10.0 SPARE12026 23201LIGHTING 0.10.0SPARE12024 21201LIGHTING 0.50.0 SPARE12022 19201LIGHTING0.50.0 SPARE12020 17201LIGHTING SPIRE INTERIOR 0.10.0SPARE12018 15201LIGHTING SPIRE EXTERIOR0.80.0 SPARE12016 13201LIGHTING MECH 2032.40.0 SPARE12014 11201LIGHTING 0.40.0SPARE12012 9201LIGHTING 2.60.0 SPARE12010 7201LIGHTING0.40.0 SPARE1208 5201LIGHTING 1.00.0SPARE1206 3201LIGHTING 0.20.0 SPARE1204 1201LIGHTING0.20.0 SPARE1202 CKT NO AMPPOLE DESCRIPTION ABC DESCRIPTION POLEAMP CKT NO ACCESSORIES:PANEL DIRECTORY, IDENTIFICATION, GROUNDING BAR 480/277 V, 3 PH 4 WIRE22" W x 6" D, BOLT-ON100 AMPERE MAIN LUGSMECH 203SURFACE VOLTS/PHASE/WIRE:PANEL SIZE & TYPE:MAIN SIZE AND TYPE:LOCATION:CABINET:NOTES: PANEL"2HA" 1. PROVIDE GFCI CIRCUIT BREAKER WITH 30mA TRIP. Notes: RECEPTACLES 19kVA @ 76% = 15kVA TOTAL DIVERSIFIED LOAD=2 kVA AVERAGE AMPS PER 107 LIGHTING 2kVA @ 125% = 3kVA DIVERSIFIED TOTAL kVA 39 NEC DIVERSIFIED LOAD CALCULATIONS CONNECTED AMPS PER PHASE 15412190 CONNECTED AVERAGE AMPS PER PHASE 119 TOTALS:CONNECTED kVA PER PHASE 181411 CONNECTED TOTAL kVA 43 83201SPARE 0.00.0SPARE12084 81201SPARE 0.00.0 SPARE12082 79201PWR: BOILER ROOM 206, UH-11.10.0 SPARE12080 77201PWR: DOOR HOLD OPEN 0.00.0SPARE12078 75------2.10.0 SPARE12076 73302POWER BOILER ROOM 206, CDWC-12.10.0 SPARE12074 71201MOTOR BOILER ROOM 206, DCP-2 0.40.0SPARE12072 69201MOTOR BOILER ROOM 206, DCP-10.90.0 SPARE12070 67201MOTOR BOILER ROOM 206, GMU0.50.0 SPARE12068 65201ATC 0.20.0SPARE12066 63201ATC 0.20.0 SPARE12064 61201CO: SP-1, CH-1, CH-20.70.0 SPARE12062 59------0.00.0SPARE12060 57302POWER HEAT TRACE(NOTE 1)0.00.0 SPARE12058 55------0.00.0 SPARE12056 53302POWER HEAT TRACE (NOTE 1)0.00.0SPARE12054 51201LIGHTING 0.20.0 SPARE12052 49201LIGHTING0.50.0 SPARE12050 47201LIGHTING 0.40.0------48 45201LIGHTING 0.40.0POWER HEAT TRACE(NOTE 1)22046 43201LIGHTING0.50.3 LTG: CHAPEL 15712044 41201CO: SPACE 17 0.40.8POWER FSD12042 39201CO: SPACE 170.40.6 POWER FSD12040 37201CO0.22.1 ------38 35201CO: ROOM 157, 16 0.72.1POWER MECH 203, CDWC-123036 33201CO 0.20.5CO: BOILER ROOM 206, SP-1, CH-1, CH-212034 31201CO: ROOM 1520.90.8 POWER FSD12032 29201CO: ROOM 153, 154A 0.70.4CO: BOILER ROOM 206, SP-1, CH-1, CH-212030 27201CO: INSTRUCTION B 1540.71.0POWER BOILER ROOM 206 CONTROLS XFMR12028 25201CO: INSTRUCTION A 1590.71.9 POWER BOILER ROOM 206, WH-112026 23201CO: ROOM 174A-1, 174A-2 0.71.2POWER BOILER ROOM 206 FSD12024 21201PWR: SPACE 13, PRESS1.01.2POWER MECH 203 FSD12022 19201ROOM 19, B05-20.71.1 CO: HALL 14012020 17201CO: ROOM 15, 177, 176, 20, 146W 0.90.7CO: HALL 14012018 15201CO: SPACE 150.91.1 CO: HALL 14012016 13201CO: ROOM 19, B02-31.10.4 CO: ENTRY-1 101-112014 11201CO: RECEPTION 178 0.20.4CO: ENTRY-1 101-112012 9201SPARE 0.01.1 CO: ROOM 10012010 7201CO: SPACE 150.41.1 CO: ROOM 17, 174A-3, 131208 5201CO: ROOM 102B, 102A 0.40.2CO1206 3201CO: ENTRY 1791.10.4 CO: SPACE 171204 1201CO: ROOM 1810.70.4 CO: SPACE 171202 CKT NO AMPPOLE DESCRIPTION ABC DESCRIPTION POLEAMP CKT NO ACCESSORIES:PANEL DIRECTORY, IDENTIFICATION, GROUNDING BAR 120/208V, 3 PH 4 WIRE22" W x 6" D, BOLT-ON225 AMPERE CIRCUIT BREAKERMECH 203SURFACE VOLTS/PHASE/WIRE:PANEL SIZE & TYPE:MAIN SIZE AND TYPE:LOCATION:CABINET:NOTES: PANEL"2LA" DA V ID E .WESEM A NNPE11200117 STATE OF R E G I STERED IND I A N AP R O F ESSIONALENGINEER 324 S. State St., Suite 400 Salt Lake City, UT 84111 800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: MHTN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 07/31/2012 8/ 6 / 2 0 1 2 9 : 0 8 : 5 7 A M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ b x w \ D o c u m e n t s \ R e v i t M E P 2 0 1 2 \ 1 0 0 7 5 E l e c C e n tr a l _ b x w . r v t PANEL SCHEDULES EP604 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012 BXW DGH 2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 Notes: RECEPTACLES TOTAL DIVERSIFIED LOAD=24 kVA AVERAGE AMPS PER 33 LIGHTING DIVERSIFIED TOTAL kVA 28 NEC DIVERSIFIED LOAD CALCULATIONS CONNECTED AMPS PER PHASE 313131 CONNECTED AVERAGE AMPS PER PHASE 31 TOTALS:CONNECTED kVA PER PHASE 999 CONNECTED TOTAL kVA 26 41------0.80.0SPARE12042 39------0.80.0 SPARE12040 37303MOTOR BOILER ROOM 206 BCP-10.80.0 SPARE12038 35------0.80.0SPARE12036 33------0.80.0 SPARE12034 31303MOTOR BOILER ROOM 206 BCP-20.80.0 SPARE12032 29------0.30.0SPARE12030 27------0.30.0 SPARE12028 25153MTR VF-50.30.0 SPARE12026 23------0.60.0SPARE12024 21------0.60.0 SPARE12022 19203POWER MECH 203, DEF-20.60.0 SPARE12020 17------0.60.6------18 15------0.60.6 ------16 13203POWER MECH 203, DEF-10.60.6 MTR MECH 203, REF-1, REF-231514 11------0.42.1------12 9------0.42.1 ------10 7203MOTOR BOILER ROOM 206 B-20.42.1 MOTOR BOILER ROOM 206, HWP-13308 5------0.42.1------6 3------0.42.1 ------4 1203MOTOR BOILER ROOM 206 B-10.42.1 MOTOR BOILER ROOM 206 HWP-23302 CKT NO AMPPOLE DESCRIPTION ABC DESCRIPTION POLEAMP CKT NO ACCESSORIES:PANEL DIRECTORY, IDENTIFICATION, GROUNDING BAR 480/277 V, 3 PH 4 WIRE22" W x 6" D, BOLT-ON225 AMPERE MAIN LUGSBOILER ROOM 206SURFACE VOLTS/PHASE/WIRE:PANEL SIZE & TYPE:MAIN SIZE AND TYPE:LOCATION:CABINET:NOTES: PANEL"2MA" Notes: RECEPTACLES TOTAL DIVERSIFIED LOAD=137.3 kVA AVERAGE AMPS PER 240 LIGHTING DIVERSIFIED TOTAL kVA 199 NEC DIVERSIFIED LOAD CALCULATIONS CONNECTED AMPS PER PHASE 224224224 CONNECTED AVERAGE AMPS PER PHASE 224 TOTALS:CONNECTED kVA PER PHASE 626262 CONNECTED TOTAL kVA 186 41201SPARE 0.00.0SPARE12042 39201SPARE 0.00.0 SPARE12040 37201SPARE0.00.0 SPARE12038 35201SPARE 0.00.0SPARE12036 33201SPARE 0.00.0 SPARE12034 31201SPARE0.00.0 SPARE12032 29------0.60.0SPARE12030 27------0.60.0 SPARE12028 25203MTR MECH 205, SF-2000.60.0 SPARE12026 23201SPARE 0.00.0SPARE12024 21201SPARE 0.00.0 SPARE12022 19201SPARE0.00.0 SPARE12020 17------20.70.0SPARE12018 15------20.70.0 SPARE12016 131003POWER MECH 205 HUMIDIFIER H-10020.70.0 SPARE12014 11------5.85.8------12 9------5.85.8 ------10 7303MTR MECH 205, RFA-100A, RAF-100A5.85.8 MTR MECH 205, RFA-100B, RAF-100B3308 5------18.011.1------6 3------18.011.1 ------4 11003MOTOR AHU-1, SF-10018.011.1 MOTOR MECH 205 REF-13702 CKT NO AMPPOLE DESCRIPTION ABC DESCRIPTION POLEAMP CKT NO ACCESSORIES:PANEL DIRECTORY, IDENTIFICATION, GROUNDING BAR 480/277 V, 3 PH 4 WIRE22" W x 6" D, BOLT-ON400 AMPERE MAIN LUGSMECH 205SURFACE VOLTS/PHASE/WIRE:PANEL SIZE & TYPE:MAIN SIZE AND TYPE:LOCATION:CABINET:NOTES: PANEL"2MB" Notes: RECEPTACLES 3kVA @ 100% = 3kVA TOTAL DIVERSIFIED LOAD=3.9 kVA AVERAGE AMPS PER 35 LIGHTING 13 kVA @ 125% = 16kVA DIVERSIFIED TOTAL kVA 29 NEC DIVERSIFIED LOAD CALCULATIONS CONNECTED AMPS PER PHASE 502933 CONNECTED AVERAGE AMPS PER PHASE 31 TOTALS:CONNECTED kVA PER PHASE 1489 CONNECTED TOTAL kVA 31 41201SPARE 0.06.1------42 39201SPARE 0.05.8 ------40 37201SPARE0.07.0 2Q-T36038 35201SPARE 0.00.0SPARE12036 33201SPARE 0.00.0 SPARE12034 31201SPARE0.00.0 SPARE12032 29201SPARE 0.00.0SPARE12030 27201SPARE 0.00.0 SPARE12028 25201SPARE0.00.0 SPARE12026 23201SPARE 0.00.0SPARE12024 21------1.20.0 SPARE12022 19------1.20.0 SPARE12020 17203MTR MECH B06, SP-1, SP-2 1.20.0SPARE12018 15201LIGHTING 0.30.0 SPARE12016 13201LIGHTING MECH 2030.50.0 SPARE12014 11201LIGHTING TECHNOLOGY 204 0.10.0SPARE12012 9201LIGHTING 0.20.0 SPARE12010 7201LIGHTING2.10.0 SPARE1208 5201LIGHTING 0.60.0SPARE1206 3201DMB 0.50.0 SPARE1204 1201LIGHTING1.40.0 SPARE1202 CKT NO AMPPOLE DESCRIPTION ABC DESCRIPTION POLEAMP CKT NO ACCESSORIES:PANEL DIRECTORY, IDENTIFICATION, GROUNDING BAR 480/277 V, 3 PH 4 WIRE22" W x 6" D, BOLT-ON100 AMPERE MAIN LUGSMECH 203SURFACE VOLTS/PHASE/WIRE:PANEL SIZE & TYPE:MAIN SIZE AND TYPE:LOCATION:CABINET:NOTES: PANEL"2QH" Notes: RECEPTACLES 3kVA @ 100% = 3kVA TOTAL DIVERSIFIED LOAD=AVERAGE AMPS PER 42 LIGHTING 4kVA @ 125% = 6kVA DIVERSIFIED TOTAL kVA 15 NEC DIVERSIFIED LOAD CALCULATIONS CONNECTED AMPS PER PHASE 594851 CONNECTED AVERAGE AMPS PER PHASE 53 TOTALS:CONNECTED kVA PER PHASE 766 CONNECTED TOTAL kVA 19 41201SPARE 0.00.0SPARE12042 39201MOTOR MECH B06, SP-1, SP-20.00.0 SPARE12040 37201POWER TECHNOLOGY 2040.40.0 SPARE12038 35201FCP 1.00.0SPARE12036 33201CO 0.50.0 SPARE12034 31201CO: STORAGE 146C0.20.0 SPARE12032 29201LIGHTING SPACE 15 0.20.0SPARE12030 27201LIGHTING 0.10.0 SPARE12028 25201DMA0.40.0 SPARE12026 23201LIGHTING INSTRUCTION 1 149 0.20.5DMB12024 21201LIGHTING 0.10.1 LIGHTING12022 19201VSS1.01.0 SEC12020 17------1.51.0SEC12018 15302POWER DATA, SP-1, CH-1, CH-2, SERVER1.51.0 PANIC12016 13201PWR: AUDIOVISUAL 141A, AV EQUIPMENT RACK0.00.4 POWER ELEC 204, SP-1, CH-1, CH-212014 11201PWR: AUDIOVISUAL 141A, AV EQUIPMENT RACK0.00.4 CO: AUDIOVISUAL 141A12012 9201PWR: AUDIOVISUAL 141A, AV EQUIPMENT RACK0.00.4CO: AUDIOVISUAL 141A12010 7201POWER VESTIBULE 154A1.21.2 TV HOIST MOTOR 154A1208 5201CO 0.50.7CO1206 3201CO: YOUTH 1460.20.2 CO: ROOM 1061204 1201CO: YOUTH 1460.20.2 CO: YOUTH 1461202 CKT NO AMPPOLE DESCRIPTION ABC DESCRIPTION POLEAMP CKT NO ACCESSORIES:PANEL DIRECTORY, IDENTIFICATION, GROUNDING BAR 120/208V, 3 PH 4 WIRE22" W x 6" D, BOLT-ON100 AMPERE CIRCUIT BREAKERMECH 203SURFACE VOLTS/PHASE/WIRE:PANEL SIZE & TYPE:MAIN SIZE AND TYPE:LOCATION:CABINET:NOTES: PANEL"2QL" 1. PROVIDE GFCI CIRCUIT BREAKER. Notes: RECEPTACLES 0kVA @ 100% = 0kVA TOTAL DIVERSIFIED LOAD=AVERAGE AMPS PER 57 LIGHTING 1kVA @ 125% = 2kVA DIVERSIFIED TOTAL kVA 21 NEC DIVERSIFIED LOAD CALCULATIONS CONNECTED AMPS PER PHASE 756146 CONNECTED AVERAGE AMPS PER PHASE 60 TOTALS:CONNECTED kVA PER PHASE 976 CONNECTED TOTAL kVA 21 29201SPARE 0.00.0SPARE12030 27201SPARE 0.00.0 SPARE12028 25201SPARE0.00.0 SPARE12026 23201SPARE 0.00.0SPARE12024 21201SPARE 0.00.0 SPARE12022 19201POWER4.50.0 SPARE12020 17------0.43.8------18 15202POWER BATHROOM 102 EWH-10.43.8PWR: SITE SHOP 10323016 13201POWER CHILLER YARD 100 - CONTROLS1.20.5 PWR: ROOM 100, 101-212014 11------1.00.0(GFCI CIRCUIT BREAKER)----12 9302PWR: SITE SHOP 103, WH-21.01.0PWR: HEAT TRACE (NOTE 1)12010 7201LIGHTING FM STO.-2 105-20.70.8 LIGHTING UTILITY COURT-2 101-21208 5201CO: SITE SHOP 103 0.20.2CO: SITE SHOP 1031206 3201PWR: SITE SHOP 1030.50.4 PWR1204 1201POWER SITE SHOP 10.50.6 IRRIGATION CONTROLLER1202 CKT NO AMPPOLE DESCRIPTION ABC DESCRIPTION POLEAMP CKT NO ACCESSORIES:PANEL DIRECTORY, IDENTIFICATION, GROUNDING BAR 120/208V, 3 PH 4 WIRE22" W x 6" D, BOLT-ON100 AMPERE CIRCUIT BREAKERSITE SHOP 103SURFACE VOLTS/PHASE/WIRE:PANEL SIZE & TYPE:MAIN SIZE AND TYPE:LOCATION:CABINET:NOTES: PANEL"UTILITY-L" Notes: RECEPTACLES 18kVA @ 78% = 14kVA TOTAL DIVERSIFIED LOAD=1.6 kVA AVERAGE AMPS PER 55 LIGHTING 17 kVA @ 125% = 22kVA DIVERSIFIED TOTAL kVA 45 NEC DIVERSIFIED LOAD CALCULATIONS CONNECTED AMPS PER PHASE 517639 CONNECTED AVERAGE AMPS PER PHASE 54 TOTALS:CONNECTED kVA PER PHASE 142111 CONNECTED TOTAL kVA 45 41201SPARE 0.010.2------42 39201SPARE 0.011.5 ------40 37201SPARE0.011.5 PANEL "2LB" THRU "2B-T"312538 35201SPARE 0.00.0SPARE12036 33201SPARE 0.00.0 SPARE12034 31201SPARE0.00.0 SPARE12032 29201SPARE 0.00.0SPARE12030 27201LIGHTING 0.40.0 SPARE12028 25201LIGHTING0.50.0 SPARE12026 23201LIGHTING 0.10.0SPARE12024 21201ROOM 146A, 146B, 141A, 149A0.40.0 SPARE12022 19201LIGHTING1.10.0 SPARE12020 17201LIGHTING ROOM 118, 119 0.40.0SPARE12018 15201SPARE 0.00.0 SPARE12016 13201LIGHTING ROOM 1150.20.0 SPARE12014 11201SPARE 0.00.0SPARE12012 9201LIGHTING 5.00.0 SPARE12010 7201LIGHTING0.10.0 SPARE1208 5201LIGHTING 0.10.0SPARE1206 3201LIGHTING 3.30.0 SPARE1204 1201LIGHTING0.30.0 SPARE1202 CKT NO AMPPOLE DESCRIPTION ABC DESCRIPTION POLEAMP CKT NO ACCESSORIES:PANEL DIRECTORY, IDENTIFICATION, GROUNDING BAR 480/277 V, 3 PH 4 WIRE22" W x 6" D, BOLT-ON225 AMPERE MAIN LUGSMECH 205SURFACE VOLTS/PHASE/WIRE:PANEL SIZE & TYPE:MAIN SIZE AND TYPE:LOCATION:CABINET:NOTES: PANEL"2HB" DA V ID E .WESEM A NNPE11200117 STATE OF R E G I STERED IND I A N AP R O F ESSIONALENGINEER 324 S. State St., Suite 400 Salt Lake City, UT 84111 800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: MHTN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 07/31/2012 8/ 6 / 2 0 1 2 9 : 0 7 : 5 2 A M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ b x w \ D o c u m e n t s \ R e v i t M E P 2 0 1 2 \ 1 0 0 7 5 E l e c C e n tr a l _ b x w . r v t PANEL SCHEDULES EP605 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012 AuthorChecker 2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 Notes: RECEPTACLES 18kVA @ 78% = 14kVA TOTAL DIVERSIFIED LOAD=1.6 kVA AVERAGE AMPS PER 85 LIGHTING 5kVA @ 125% = 7kVA DIVERSIFIED TOTAL kVA 31 NEC DIVERSIFIED LOAD CALCULATIONS CONNECTED AMPS PER PHASE 979785 CONNECTED AVERAGE AMPS PER PHASE 92 TOTALS:CONNECTED kVA PER PHASE 111110 CONNECTED TOTAL kVA 33 83201LIGHTING WORKROOM 106 0.10.0SPARE12084 81201LIGHTING ENTRY-2 101-20.50.0 SPARE12082 79201LIGHTING0.30.0 SPARE12080 77201LIGHTING 0.30.0SPARE12078 75201LIGHTING 0.10.0 SPARE12076 73201LIGHTING INSTRUCTION 2 1480.20.0 SPARE12074 71201POWER MECH 205 CONTROL XFMR 1.00.0SPARE12072 69201PWR: SPACE 17, DRYER1.20.0 SPARE12070 67201CO: SPACE 17, DRYER1.20.4 CO: YOUTH 14612068 65------0.00.4CO: COUNSELOR OFFICE 11112066 63202PWR: SPACE 17, WASHER0.00.5CO: COUNSELOR OFFICE 11112064 61------0.00.1 LIGHTING12062 59202PWR: SPACE 17, WASHER 0.00.4LIGHTING12060 57201CO: BREAK 1190.50.3LIGHTING ROOM 11512058 55201CO: BREAK 1190.20.1 LIGHTING12056 53201CO: BREAK 119 0.20.0SPARE12054 51201CO: BREAK 1190.20.1 LIGHTING12052 49201CO: BREAK 1190.20.3 LIGHTING12050 47201CO: BREAK 119 0.20.6LIGHTING ROOM 151-212048 45201CO: BREAK 119, REFRIGERATOR0.20.3 LIGHTING12046 43201POWER RESTROOM - WOMEN 122, SP-1, CH-1,0.40.5 LIGHTING12044 41 1.1LIGHTING12042 39201CO: ROOM 137, 146A, 1360.90.4CO: ROOM 116, 118 12040 37201SPARE0.00.7 CO: PRESIDENT OFFICE 11012038 35201CO: ROOM 146, 146B 0.70.4CO12036 33201CO: ROOM 1440.50.5CO: ROOM 112-212034 31201CO: SPACE 17, DRYER1.20.4 CO: COUNSELOR OFFICE-2 112-212032 29201CO: ROOM 148, 149, 149A 0.40.5CO: BRIDE / MATRON 11512030 27 0.5CO: BRIDE / MATRON 11512028 25201CO: HALL 1420.20.5 CO: ROOM 10812026 23201CO: SPACE 17 0.20.9CO: ROOM 108, 10712024 21201CO: ROOM 146G, 142, 1471.11.1CO: ROOM 120, 123 12022 19201CHANDELIER HOIST 150-11.20.4PWR: RESTROOM - MEN 132, SP-1, CH-1, CH-212020 17201CO: MECH 205 1.10.7CO: ROOM 127C, 12712018 15201CO: LOBBY-1 150-10.70.7CO: INSTRUCTION - WOMEN 12712016 13201PWR: FLOOR BOX LAMPS1.60.5 CO: INSTRUCTION 1 14912014 11201SPARE 0.01.1CO: ROOM 135, 133, 146M, 13012012 9201DOORBELL CHIME0.20.0 SPARE12010 7201SPARE0.00.2 POWER MECH 205 AHU-1 CONTROL1208 5201SPARE 0.00.0SPARE1206 3201MOTOR VF-30.40.4 MOTOR VF-41204 1201MOTOR VF-10.40.4 MOTOR VF-21202 CKT NO AMPPOLE DESCRIPTION ABC DESCRIPTION POLEAMP CKT NO ACCESSORIES:PANEL DIRECTORY, IDENTIFICATION, GROUNDING BAR 120/208V, 3 PH 4 WIRE22" W x 6" D, BOLT-ON225 AMPERE CIRCUIT BREAKERMECH 205SURFACE VOLTS/PHASE/WIRE:PANEL SIZE & TYPE:MAIN SIZE AND TYPE:LOCATION:CABINET:NOTES: PANEL"2LB" Notes: RECEPTACLES 0kVA @ 100% = 0kVA TOTAL DIVERSIFIED LOAD=AVERAGE AMPS PER 34 LIGHTING 1 kVA @ 125% = 2kVA DIVERSIFIED TOTAL kVA 28 NEC DIVERSIFIED LOAD CALCULATIONS CONNECTED AMPS PER PHASE 514438 CONNECTED AVERAGE AMPS PER PHASE 44 TOTALS:CONNECTED kVA PER PHASE 141211 CONNECTED TOTAL kVA 37 41201SPARE 0.05.5------42 39201SPARE 0.07.1 ------40 37201SPARE0.08.8 PANEL "UTILITY-L" THRU "T-UTILITY"36038 35201SPARE 0.00.0SPARE12036 33201SPARE 0.00.0 SPARE12034 31201SPARE0.00.0 SPARE12032 29201SPARE 0.00.0SPARE12030 27201SPARE 0.00.0 SPARE12028 25201SPARE0.00.0 SPARE12026 23201SPARE 0.00.0SPARE12024 21201SPARE 0.00.0 SPARE12022 19201SPARE0.00.0 SPARE12020 17201SPARE 0.00.0SPARE12018 15201SPARE 0.00.0 SPARE12016 13------2.50.0 SPARE12014 11------2.50.0SPARE12012 9203PWR: SITE SHOP 103, EUH-12.50.0 SPARE12010 7------2.50.0 SPARE1208 5------2.50.0SPARE1206 3203PWR: SITE SHOP 103, EUH-22.50.0 SPARE1204 1201LIGHTING MAINT. 108, CEF-10.10.0 SPARE1202 CKT NO AMPPOLE DESCRIPTION ABC DESCRIPTION POLEAMP CKT NO ACCESSORIES:PANEL DIRECTORY, IDENTIFICATION, GROUNDING BAR 480/277 V, 3 PH 4 WIRE22" W x 6" D, BOLT-ON100 AMPERE MAIN LUGSSITE SHOP 103SURFACE VOLTS/PHASE/WIRE:PANEL SIZE & TYPE:MAIN SIZE AND TYPE:LOCATION:CABINET:NOTES: PANEL"UTILITY-H" •METER BASE LOCATIONS MUST FOLLOW THE GOLDBOOK GUIDELINES. METER BASES MUST BE IPLAPPROVED AND “UL” LISTED. THE ENTIRE GOLDBOOK MAY BE FOUND HERE. •200 AMPERE METER BASES – USE GRAY 21/2" SCHEDULE 80 PVC ENTERING ONLY THROUGH THE RIGHT OR LEFT KNOCKOUT ON THE BOTTOM OF THE METER BASE. WHEN JOB REQUIRES CONTINUOUS CONDUIT, ASK FOR A FREE REDUCER WHEN PICKING UP THE EQUIPMENT. •320 AMPERE METER BASES – USE GRAY 3" SCHEDULE 80 PVC ENTERING ONLY THROUGH THE LEFT KNOCKOUT ON THE BOTTOM OF THE METER BASE. WHEN JOB REQUIRES CONTINUOUS CONDUIT, ASK FOR A FREE REDUCER WHEN PICKING UP THE EQUIPMENT. •ALL BURIED CONDUIT SHALL BE GRAY 4" SCHEDULE 40 PVC WITH 36” SWEEPING 90° BEND. INSTALL PULL STRING AND BURY IN A 36” DEEP TRENCH SO THAT THE TOP OF THE CONDUIT IS A MINIMUM OF 30” BELOW THE FINISHED GRADE. •ELECTRICAL INSPECTION TAGS SHALL BE FILLED OUT COMPLETELY AND PLACED INSIDE THE METER CABINET. •MAKE SURE LOAD WIRES ARE RUNG OUT AND MARKED PROPERLY ACCORDING TO PHASING. •NO PLUMBING PVC OR FITTINGS WILL BE ACCEPTED. •NO FLEX PIPE WILL BE ACCEPTED. NTSNTSA4OUTDOOR METERING, UNDERGROUND INSTALLATION 277/480 VA2 FOR MEETINGHOUSE FOR TEMPLE OUTDOOR METERING, UNDERGROUND INSTALLATION 120/208V DA V ID E .WESEM A NNPE11200117 STATE OF R E G I STERED IND I A N AP R O F ESSIONALENGINEER 324 S. State St., Suite 400 Salt Lake City, UT 84111 8006787077 8013285151 fax: 8013285155 www.spectrumengineers.com SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: MHTN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 5956700 Telefax (801) 5956717 www.mhtn.com 07/31/2012 8/ 3 / 2 0 1 2 1 : 1 8 : 2 9 P M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ c l s \ D o c u m e n t s \ 1 0 0 7 5 E l e c C e n t r a l _ c l s . r v t DETAILS EP606 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R D A Y S A I N T S 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012 AuthorChecker 2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 NTSA1CONCRETE PAD FOR THREE PHASE TRANSFORMER 752500 KV A CONDUIT FEEDS CAST WP BOX WITH MOLEX 1301550092 RECEPTACLE. NTS LIGHTING LOAD UP T0 20 A NEUTRAL BUS IN PANEL 2E NEUTRAL BUS FOR NORMAL PANEL EMERGENCY TRANSFER BALLAST NORMAL OPERATION LIGHTING LOAD CONTROLLED BY LOCAL SWITCHING MEANS. EMERGENCY OPERATION LIGHTING LOAD IS INDEPENDENT OF LOCAL SWITCHING MEANS. NORMAL PANEL WALL DIMMER SWITCH 2E7 VOLTAGE SENSING NTS RELAY PANEL "2RA" A4 RECEPTACLE DETAILB4LOBBY 150 COVE LIGHTING WIRING DETAIL DA V ID E .WESEM A NNPE11200117 STATE OF R E G I STERED IND I A N AP R O F ESSIONALENGINEER 324 S. State St., Suite 400 Salt Lake City, UT 84111 8006787077 8013285151 fax: 8013285155 www.spectrumengineers.com SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: MHTN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 5956700 Telefax (801) 5956717 www.mhtn.com 07/31/2012 8/ 3 / 2 0 1 2 1 : 1 8 : 3 0 P M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ c l s \ D o c u m e n t s \ 1 0 0 7 5 E l e c C e n t r a l _ c l s . r v t DETAILS EP607 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R D A Y S A I N T S 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012 AuthorChecker 2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 C:\Users\jpmlDesktop\Revit Locai Filest2012N0075E1ec CentralJpm.rvt i I I I � �w O � �, � mm � ° r r �'. ;" z n m. O Z � � ' N � � � C � o D '' � r ' 0 !� � v' ' m � ' Z m � m= =n nA myo � y 5 =o � o i 0 J i �\��-�+��\d � � � � O � O �=0 '_ =� �°, ' a :� y � T 4 OS �� O � N ��i��.....a. ��/I�Iii �� THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS Indianapolis Indiana Temple 116th Street & Spring Mill Road Carmel, Indiana 46032 � N N d A � 'y0 N I' (n m � X oox(n � m�omm G� 3°wrn(�m _ . �p N W vN:G (� � � � i V C m � ��O�C A � N ' V j �p N A 3 'Oo -���,�,p 3 ���,�N3 D m m-�m � _ .�7 jKO�OH Z n o,��o� _ _ (i � o � o,� °c n -I � 3 ��c ' ? m N (n N' N (� �4'w a f�Y -) % �m� m j� (n L o; 5 � C:\Users\jpmlDesktop\Revit Locai Filest2012N0075E1ec CentralJpm.rvt i I I I � �w O � �, � mm � ° r r �'. ;" z n m. O Z � � ' N � � � C � o D '' � r ' 0 !� � v' ' m � ' Z m � m= =n nA myo � y 5 =o � o i 0 J i �\��-�+��\d � � � � O � O �=0 '_ =� �°, ' a :� y � T 4 OS �� O � N ��i��.....a. ��/I�Iii �� THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS Indianapolis Indiana Temple 116th Street & Spring Mill Road Carmel, Indiana 46032 � N N d A � 'y0 N I' (n m � X oox(n � m�omm G� 3°wrn(�m _ . �p N W vN:G (� � � � i V C m � ��O�C A � N ' V j �p N A 3 'Oo -���,�,p 3 ���,�N3 D m m-�m � _ .�7 jKO�OH Z n o,��o� _ _ (i � o � o,� °c n -I � 3 ��c ' ? m N (n N' N (� �4'w a f�Y -) % �m� m j� (n L o; 5 � CBK10 CBK10 CBK10 INM10 UP DN 11 . 2 5 ° 11 . 2 5 ° 11 . 2 5 ° 11 . 2 5 ° 11.25° 11.25° 11.25° 11.25° 22 . 5 ° 11 . 2 5 ° ME E T I N G H O U S E UTILITY TE M P L E LINE A LINE A LINE A P T Z PTZ NORTH SHEET KEYNOTES 1.SURVEILLANCE CAMERAS SHALL BE MOUNTED ON 20 FOOT SQUARE POLE. POLE TYPE TO MATCH LIGHT POLE. 1 1 SCALE: 1"=40'A1 SECURITY SITE PLAN DA V ID E .WESEM A NNPE11200117 STATE OF R E G I STERED IND I A N AP R O F ESSIONALENGINEER 324 S. State St., Suite 400 Salt Lake City, UT 84111 800167817077 801132815151 fax: 801132815155 www.spectrum1engineers.com SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: MHTN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 59516700 Telefax (801) 59516717 www.mhtn.com 07/31/2012 8/ 3 / 2 0 1 2 1 : 1 8 : 3 3 P M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ c l s \ D o c u m e n t s \ 1 0 0 7 5 E l e c C e n t r a l _ c l s . r v t SECURITY SITE PLAN ES102 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R 1 D A Y S A I N T S 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012 AuthorChecker 2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 UP F. E . C . M M SY M B O L L E G E N D SY M B O L D E S C R I P T I O N VI D E O S U R V E I L L A N C E C A M E R A ( C E I L I N G M O U N T E D ) DU R E S S / P A N I C B U T T O N CA R D R E A D E R DO O R C O N T A C T I N D I C A T O R CI CR #P IN D I C A T O R L I G H T "X X X " SY S T E M H E A D E N D E Q U I P M E N T " X X X " = P A N E L N A M E VI D E O S U R V E I L L A N C E C A M E R A ( W A L L M O U N T E D ) # GL A S S B R E A K IR MO T I O N D E T E C T O R MO N I T O R S F O R V I D E O SU R V E I L L A N C E S Y S T E M ( V S S ) 5 NKGL. 9L 4. 8 M 7 6 H 4. 9 LO W E R FO N T B0 5 ST O R A G E B0 2 HA L L B0 1 ST O R A G E B0 8 WO R K S H O P B0 7 CH A S E B0 6 a ST A I R S0 0 1 SE C U R I T Y B0 3 ME C H B0 6 DAVIDE.WES EMAN N PE11200117 STATE OFREGISTERED I N DIANAPROF ESSIONALENGINEER324 S. State St., Suite 400 Salt Lake City, UT 84111 800.678.7077 801.328.5151 fax: 801.328.5155 www.spectrum.engineers.com SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595.6700 Telefax (801) 595.6717 www.mhtn.com 07/31/2012 7/27/2012 3:23:05 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\cls\Documents\10075Elec Central_cls.rvt BASEMENT AUXILIARY PLAN EY100Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER.DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 8 " = 1 ' . 0 " A1 BA S E M E N T A U X I L I A R Y P L A N GENERAL SHEET NOTES SHEET KEYNOTES DNUP CI CI P IR IR IR IR CI IR IR P CI CI CI CI IR IR P SYMBOL LEGEND SYMBOLDESCRIPTION VIDEO SURVEILLANCE CAMERA (CEILING MOUNTED) DURESS/PANIC BUTTON CARD READER DOOR CONTACT INDICATORCI CR # P INDICATOR LIGHT "XXX"SYSTEM HEADEND EQUIPMENT "XXX" = PANEL NAME VIDEO SURVEILLANCE CAMERA (WALL MOUNTED)# GLASSBREAK IR MOTION DETECTOR F 12345810111213 A B F N E D K G L.9 B.4 L 4.8 C 9 M 7 6 1.7 H 4.9 E.2 8.711.7 SEC SEC PANIC VSS +96" AFF SEC +96" AFF +96" AFF +96" AFF PANIC SEC F +96" AFF VSS +108" AFF PANIC SEC +96" AFF +96" AFF +96" AFF +96" AFF SEC SEC SCP SEC SEC +96" AFF SCP +96" AFF PASS THRU 153 RESTROOM 171A CUSTODIAL 105 BOYS DRESSING 171GIRLS DRESSING 161 BOOTH - MEN 131 Room 146O INSTRUCTION A 159 Room 146H Room 146Z Room 146Y Room 146Q VESTIBULE 100 HALL 174A DRESSING - WOMEN 123 BREAK 119 WORKER STUDY 144 INSTRUCTION D 127B WARDROBE 114 FOYER 116 CONFIRMATION 173 VESTIBULE 155 Room 146L VESTIBULE 147 YOUTH 146 RESTROOM - WOMEN 122 HALL 127C HALL 125 Room 146U HALL 135 INSTRUCTION - MEN 136 INSTRUCTION D 137B HALL 137C INSTRUCTION D 127A INSTRUCTION - WOMEN 126 BRIDE / MATRON 115 HALL 151 COATS 101A BAPTISTRY 170 COUNSELOR OFFICE 112 Room 156B RESTROOM 145CLOSET 149A INFANT WAITING 146B Room 146T INSTRUCTION 2 148 WORKER DRESSING - MEN 134 WORKER DRESSING - WOMEN 124 RESTROOM - MEN 132 HALL 142 RESTROOM - WOMEN 102A Room 146X RESTROOM 110B WARDROBE 110ACOUNSELOR OFFICE 111 PRESIDENT OFFICE 110 Room 146K RESTROOM - MEN 102B RESTROOM 146A INSTRUCTION B 154 CORRIDOR 182 VESTIBULE 180 STORAGE 181 WORKROOM 106 ENTRY 179 RECEPTION 178 ? ? Room 146J HALL 152 RESTROOM 118 HALL 108 WARDROBE 117 DRESSING - MEN 133 AUDIOVISUAL 141A Room 146I INSTRUCTION 1 149 Room 146MVESTIBULE 130 VESTIBULE 120 Room 146P BOOTH - WOMEN 121 INSTRUCTION - MEN 137 INSTRUCTION D 137A INSTRUCTION - WOMEN 127 HALL 158 CHAPEL 157 CORRIDOR 176 HALL 103 RESTROOM 161A CLOTHING 175 LAUNDRY 174 Room 146N Room 146G HALL 140 ENTRY 101 Room 146R CORRIDOR 177 WAITING 102 WAITING 107 HALL 104 VESTIBULE 170A BAPTISTRY CHAPEL 172 VESTIBULE 154A ROOM 146C FIBER CONVERSION AND CAMERA POWER SUPPLY LOCATION PANIC DA V ID E .WESEM A NNPE11200117 STATE OF R E G I STERED IND I A N AP R O F ESSIONALENGINEER 324 S. State St., Suite 400 Salt Lake City, UT 84111 800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: MHTN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 07/31/2012 8/ 3 / 2 0 1 2 2 : 0 2 : 1 6 P M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ b x w \ D o c u m e n t s \ R e v i t M E P 2 0 1 2 \ 1 0 0 7 5 E l e c C e n tr a l _ b x w . r v t FIRST FLOOR AUXILIARY PLAN EY101 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012 AuthorChecker 2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SCALE: 1/8" = 1'-0"A1 FIRST FLOOR AUXILIARY PLAN GENERAL SHEET NOTES SHEET KEYNOTES DN DN DN DN DN DN D SY M B O L L E G E N D SY M B O L D E S C R I P T I O N VI D E O S U R V E I L L A N C E C A M E R A ( C E I L I N G M O U N T E D ) DU R E S S / P A N I C B U T T O N CA R D R E A D E R DO O R C O N T A C T I N D I C A T O R CI CR #P IN D I C A T O R L I G H T "X X X " SY S T E M H E A D E N D E Q U I P M E N T " X X X " = P A N E L N A M E VI D E O S U R V E I L L A N C E C A M E R A ( W A L L M O U N T E D ) # GL A S S B R E A K IR MO T I O N D E T E C T O R "M S C " "2HA" "2AT" "2LA""2MA" "2E" "2QH" "2QT" "2QL" "2HB""2RB" "2BT" "2LB" "2MB" FPS DO O R B E L L C H I M E TR A N S F O R M E R 1 2 3 4 5 8 10 11 12 13 A B F NEDKGL. 9 B. 4 L 4. 8 C 9 M 7 6 1. 7 H 4. 9 E. 2 8. 7 11 . 7 "P A N I C " "V S S " "S E C " SY S T E M S ' HE A D E N D PA N E L S ME C H 20 5 Ro o m B2 Ro o m B3 BO I L E R RO O M 20 6 ME C H 20 3 ST A I R S2 0 1 TE C H N O L O G Y 20 4 "S E C " DAVIDE.WES EMAN N PE11200117 STATE OFREGISTERED I N DIANAPROF ESSIONALENGINEER324 S. State St., Suite 400 Salt Lake City, UT 84111 8006787077 8013285151 fax: 8013285155 www.spectrumengineers.com SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 5956700 Telefax (801) 5956717 www.mhtn.com 07/31/2012 7/27/2012 3:23:21 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\cls\Documents\10075Elec Central_cls.rvt MECHANICAL LEVEL AUXILIARY PLAN EY102Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTERDAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : N T S A1 ME C H A N I C A L L E V E L A U X I L I A R Y P L A N GENERAL SHEET NOTES SHEET KEYNOTES CI CI CI SY M B O L L E G E N D SY M B O L D E S C R I P T I O N VI D E O S U R V E I L L A N C E C A M E R A ( C E I L I N G M O U N T E D ) DU R E S S / P A N I C B U T T O N CA R D R E A D E R DO O R C O N T A C T I N D I C A T O R CI CR #P IN D I C A T O R L I G H T "X X X " SY S T E M H E A D E N D E Q U I P M E N T " X X X " = P A N E L N A M E VI D E O S U R V E I L L A N C E C A M E R A ( W A L L M O U N T E D ) # GL A S S B R E A K IR MO T I O N D E T E C T O R 1 2 3 4 5 8 10 11 12 13 A B F NEDKGL. 9 B. 4 L 4. 8 C 9 M 7 6 1. 7 H 4. 9 E. 2 8. 7 11 . 7 SE C SE C DAVIDE.WES EMAN N PE11200117 STATE OFREGISTERED I N DIANAPROF ESSIONALENGINEER324 S. State St., Suite 400 Salt Lake City, UT 84111 800+678+7077 801+328+5151 fax: 801+328+5155 www.spectrum+engineers.com SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595+6700 Telefax (801) 595+6717 www.mhtn.com 07/31/2012 7/27/2012 3:23:24 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\cls\Documents\10075Elec Central_cls.rvt ROOF AUXILIARY PLAN EY103Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER+DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 8 " = 1 ' + 0 " A1 RO O F A U X I L I A R Y P L A N GENERAL SHEET NOTES SHEET KEYNOTES F.E.C. SY M B O L L E G E N D SY M B O L D E S C R I P T I O N VI D E O S U R V E I L L A N C E C A M E R A ( C E I L I N G M O U N T E D ) DU R E S S / P A N I C B U T T O N CA R D R E A D E R DO O R C O N T A C T I N D I C A T O R CI CR #P IN D I C A T O R L I G H T "X X X " SY S T E M H E A D E N D E Q U I P M E N T " X X X " = P A N E L N A M E VI D E O S U R V E I L L A N C E C A M E R A ( W A L L M O U N T E D ) # GL A S S B R E A K IR MO T I O N D E T E C T O R C D E F G 1 5 2 4 BA 3. 8 3 XF M R GENERATOR "C T E ’ T E M P L E " "C T E ’ M E E T I N G H O U S E " "M S A " "A T S ’ E " "A T S ’ Q " XF M R ’ TE M P L E WP, T WP, T MA I N T . 10 7 MA I N T . 10 6 MA I N T . 10 8 BA T H R O O M 10 2 SI T E S H O P 10 3 EX T . AL C O V E 10 9 CH I L L E R YA R D 10 0 DAVIDE.WES EMAN N PE11200117 STATE OFREGISTERED I N DIANAPROF ESSIONALENGINEER324 S. State St., Suite 400 Salt Lake City, UT 84111 800’678’7077 801’328’5151 fax: 801’328’5155 www.spectrum’engineers.com SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595’6700 Telefax (801) 595’6717 www.mhtn.com 07/31/2012 7/27/2012 3:23:25 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\cls\Documents\10075Elec Central_cls.rvt UTILITY AUXILIARY PLAN EY104Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER’DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : N T S A3 UT I L I T Y A U X I L I A R Y P L A N GENERAL SHEET NOTES SHEET KEYNOTES PP POWER SUPPLYBLUE STROBE ANNUCIATOR LIGHT (RM 106) TY P I C A L DU R E S S BU T T O N S CI SC P IR DIALERDOORCONTACTMOTIONDETECTOR LOOP "S E C " TE C H N O L O G Y 2 0 4 IR GLASSBREAK LOOP SC P IN T R U S I O N DE T E C T I O N SY S T E M PT Z PT Z F F FC PS 120VAC PATCH PANEL RE C O M M E N D DE S K S SE S I T E CA M E R A RO O M 1 4 6 C POE NETWORK SWITCHLAN/WAN NVR TECHNOLOGY 204 NE S I T E CA M E R A CA T 6 U T P (V I D E O & C O N T R O L ) 2 STRAND MULTIMODE FIBER CABLE (OM3)PATCH CORDSDAVIDE.WES EMAN N PE11200117 STATE OFREGISTERED I N DIANAPROF ESSIONALENGINEER324 S. State St., Suite 400 Salt Lake City, UT 84111 800067807077 801032805151 fax: 801032805155 www.spectrum0engineers.com SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 59506700 Telefax (801) 59506717 www.mhtn.com 07/31/2012 7/27/2012 3:23:26 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\cls\Documents\10075Elec Central_cls.rvt VSS SECURITY SYSTEM EY601Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER0DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : N T S 1 PA N I C A L A R M V I S U A L A N N U C I A T I O N SC A L E : N T S 3 IN T R U S I O N D E T E C T I O N S Y S T E M D I A G R A M SC A L E : N T S 2 VI D E O S U R V E I L L A N C E S Y S T E M D I A G R A M F. E . C . P 15 30 75 MM MM MM MM 5 NKGL. 9L 4. 8 M 7 6 H 4. 9 LO W E R FO N T B0 5 ST O R A G E B0 2 HA L L B0 1 ST O R A G E B0 8 WO R K S H O P B0 7 CH A S E B0 6 a ST A I R S0 0 1 SE C U R I T Y B0 3 ME C H B0 6 FO N T MM 1 OL DAVIDE.WES EMAN N PE11200117 STATE OFREGISTERED I N DIANAPROF ESSIONALENGINEER324 S. State St., Suite 400 Salt Lake City, UT 84111 800+678+7077 801+328+5151 fax: 801+328+5155 www.spectrum+engineers.com SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595+6700 Telefax (801) 595+6717 www.mhtn.com 07/31/2012 7/27/2012 3:23:28 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\cls\Documents\10075Elec Central_cls.rvt BASEMENT FIRE ALARM PLAN FA100Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER+DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012DGH2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : 1 / 8 " = 1 ' + 0 " A1 BA S E M E N T F I R E A L A R M P L A N GENERAL SHEET NOTES SHEET KEYNOTES 1PROVIDE MONITORING OF POST INDICATOR VALVE ON SITE. SEE FIRE SPRINKLER DRAWINGS FOR LOCATION. REF. F.E.C. F.E.C. F.E.C. F.E.C. P CM CM R R CM RR 110 15 75 75 15 15 75 75 15 15 15 15 15 15 1515 15 15 75 15 15 15 30 15 15 15 75 15 75 75 15 15 WP 15 15 15 15 15 15 30 15 15 75 30 15 15 30 15 15 15 30 30 30 15 15 3030 1 1 75 1 1 1 1 1 1 15 75 15 12345810111213 A B F N E D K G L.9 B.4 L 4.8 C 9 M 7 6 1.7 H 4.9 E.2 8.711.7 PASS THRU 153 RESTROOM 171A CUSTODIAL 105 BOYS DRESSING 171GIRLS DRESSING 161 BOOTH - MEN 131 Room 146O INSTRUCTION A 159 Room 146H Room 146Z Room 146Y Room 146Q VESTIBULE 100 HALL 174A DRESSING - WOMEN 123 BREAK 119 WORKER STUDY 144 INSTRUCTION D 127B WARDROBE 114 FOYER 116 CONFIRMATION 173 VESTIBULE 155 Room 146L VESTIBULE 147 YOUTH 146 RESTROOM - WOMEN 122 HALL 127C HALL 125 Room 146U HALL 135 INSTRUCTION - MEN 136 INSTRUCTION D 137B HALL 137C INSTRUCTION D 127A INSTRUCTION - WOMEN 126 BRIDE / MATRON 115 HALL 151 COATS 101A BAPTISTRY 170 COUNSELOR OFFICE 112 Room 156B RESTROOM 145CLOSET 149A INFANT WAITING 146B Room 146T INSTRUCTION 2 148 WORKER DRESSING - MEN 134 WORKER DRESSING - WOMEN 124 RESTROOM - MEN 132 HALL 142 RESTROOM - WOMEN 102A Room 146X RESTROOM 110B WARDROBE 110ACOUNSELOR OFFICE 111 PRESIDENT OFFICE 110 Room 146K RESTROOM - MEN 102B RESTROOM 146A INSTRUCTION B 154 CORRIDOR 182 VESTIBULE 180 STORAGE 181 WORKROOM 106 ENTRY 179 RECEPTION 178 COATS 178A Room 146J HALL 152 RESTROOM 118 HALL 108 WARDROBE 117 DRESSING - MEN 133 AUDIOVISUAL 141A Room 146I INSTRUCTION 1 149 Room 146MVESTIBULE 130 VESTIBULE 120 Room 146P BOOTH - WOMEN 121 INSTRUCTION - MEN 137 INSTRUCTION D 137A INSTRUCTION - WOMEN 127 HALL 158 CHAPEL 157 CORRIDOR 176 HALL 103 RESTROOM 161A CLOTHING 175 LAUNDRY 174 Room 146N Room 146G HALL 140 ENTRY 101 Room 146R CORRIDOR 177 WAITING 102 WAITING 107 HALL 104 VESTIBULE 170A BAPTISTRY CHAPEL 172 VESTIBULE 154A 75 15 75 1 15 15 15 1 FSD FSDFSD 2LA-40 FSD FSD FSD FSD 2LA-42 TYP 2 TYP 2 TYP 2 2LA-77 FSA CM 2LA-32 DA V ID E .WESEM A NNPE11200117 STATE OF R E G I STERED IND I A N AP R O F ESSIONALENGINEER 324 S. State St., Suite 400 Salt Lake City, UT 84111 800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: MHTN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 07/31/2012 8/ 3 / 2 0 1 2 2 : 0 2 : 2 2 P M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ b x w \ D o c u m e n t s \ R e v i t M E P 2 0 1 2 \ 1 0 0 7 5 E l e c C e n tr a l _ b x w . r v t FIRST FLOOR FIRE ALARM PLAN FA101 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012 DGH 2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SCALE: 1/8" = 1'-0"A1 FIRST FLOOR FIRE ALARM PLAN 1THIS HORN/STROBE SHALL BE CONCEALED IN WALL (TYPE CONCEALITE FA100-W-24-AS-XX-FMS OR ENGINEER APPROVED EQUILVALENT). 2INSTALL DUCT SMOKE DETECTORS PER NFPA 72 REQUIREMENTS (TO DETECT SMOKE WITHIN 5' OF DAMPER IN DUCT). GENERAL SHEET NOTES SHEET KEYNOTES F.E.C. F.E.C. D P P CM R CMR CM R CM R CM R CM 12345810111213 A B F N E D K G L.9 B.4 L 4.8 C 9 M 7 6 1.7 H 4.9 E.2 8.711.7 "FCP" SEC 15 15 15 15 FSD FSD 2LA-22 2LA-24 1 FSD FSD FSD DA V ID E .WESEM A NNPE11200117 STATE OF R E G I STERED IND I A N AP R O F ESSIONALENGINEER 324 S. State St., Suite 400 Salt Lake City, UT 84111 800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: MHTN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 07/31/2012 8/ 3 / 2 0 1 2 2 : 0 2 : 2 7 P M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ b x w \ D o c u m e n t s \ R e v i t M E P 2 0 1 2 \ 1 0 0 7 5 E l e c C e n tr a l _ b x w . r v t MECHANICAL LEVEL FIRE ALARM PLAN FA102 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012 DGH 2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SCALE: 1/8" = 1'-0"1 MECHANICAL LEVEL FIRE ALARM PLAN 1PROVIDE OUTPUT FROM FIRE ALARM SYSTEM TO VFDS CONTROLLING AHU-100, AHU-200, RAF-100A, RAF-100B AND ATC PANEL SERVING AHU-100. GENERAL SHEET NOTES SHEET KEYNOTES SD SD NO S C A L E A2 AD D R E S S A B L E F I R E A L A R M R I S E R 12 0 V 12 0 TY P I C A L M A G N E T I C D O O R HO L D E R S ( 2 0 ) O N 5 0 0 ' RU N # 1 2 T H W N O N O N E LO O P " F M " PR I N T E R M O U N T E D I N P A N E L O R A T LO C A T I O N A P P R O V E D B Y A R C H I T E C T TY P I C A L H O R N / S T R O B E L O O P PL U S S P A R E L O O P "F I " ! H O R N / S T R O B E TY P I C A L HE A T DE T E C T O R 13 5 °!1 7 5 ° IN B O I L E R RO O M TY P I C A L SM O K E DE T E C T O R TY P I C A L DU C T DE T E C T O R TY P I C A L FI R E AL A R M MA N U A L PU L L ST A T I O N TY P I C A L DO O R CL O S E R AN N U N C I A T O R LI G H T EL E V A T O R RE C A L L AL T E R N A T E LE V E L EL E V A T O R RE C A L L EL E V A T O R SH U N T TR I P TY P I C A L FA N S H U T DO W N RE L A Y TYPICAL ADDRESSABLE LOOP "FA" FI R E AL A R M CT R L PA N E L "F C P " TY P I C A L FL O W SW I T C H TY P I C A L TA M P E R SW I T C H TY P I C A L SM O K E DA M P E R TO "T T B " MM M M P C M R C CM C M R CM R CM R CM R CM R FS A TY P I C A L HO R N / S T R O B E TY P I C A L ST R O B E TY P I C A L H O R N / S T R O B E LO O P P L U S S P A R E L O O P "F I " ! H O R N / S T R O B E 12 0 V RE M O T E FI R E AL A R M PO W E R SU P P L Y "F P S " TY P I C A L RE M O T E PO W E R SU P P L Y CO N T R O L / SU P E R V I S I O N FP S CM SI Z E P E R M A N U F A C T U R E R S WR I T T E N I N S T R U C T I O N S CO N D U C T O R S P E R M A N U F A C T U R E R ' S WR I T T E N I N S T R U C T I O N S 1 " C N D 2 # 2 4 U T P .7 5 " C N D SP A R E L O O P SP E A K E R S #1 6 T S P # 1 6 T S P # 1 4 T S P # 1 4 T S P MA G N E T I C DO O R H O L D E R #1 2 T H W N # 1 0 T H W N ST R O B E HO R N S #1 4 T H W N # 1 4 T H W N # 1 2 T H W N # 1 0 T H W N SP A R E LO O P #1 4 T H W N # 1 4 T H W N # 1 2 T H W N # 1 0 T H W N PO W E R LO O P #1 4 T H W N # 1 4 T H W N # 1 2 T H W N # 1 0 T H W N AD D R E S S A B L E LO O P #1 8 T S P # 1 8 T S P # 1 6 T S P # 1 4 T S P > 3 0 0 0 ' WI R I N G S C H E D U L E FU N C T I O N < 5 0 0 ' 1 0 0 0 ' ! 3 0 0 0 ' < 1 0 0 0 ' OU T P U T D E V I C E S INITIATING DEVICES 8 10 1197654 ZO N E 321 NO T E S FI R E AL A R M IN P U T / O U T P U T MA T R I X GENERAL ALARM DOOR HOLDER/CLOSERS FAN SHUTDOWN FIRE DAMPER MA I N F L O W MA I N T A M P E R MA I N L E V E L F L O W MA I N L E V E L T A M P E R 2N D L E V E L F L O W BA S E M E N T L E V E L I N I T I A T I N G LO O P BA S E M E N T L E V E L D U C T DE T E C T O R MA I N L E V E L I N I T I A T I N G L O O P MA I N L E V E L D U C T D E T E C T O R ME Z Z A N I N E L E V E L IN I T I A T I N G L O O P ME Z Z A N I N E L E V E L D U C T DE T E C T O R 12 UT I L I T Y B U I L D I N G I N I T A T I N G LO O P TR O U B L E O N L Y A T M A I N PA N E L . DAVIDE.WES EMAN N PE11200117 STATE OFREGISTERED I N DIANAPROF ESSIONALENGINEER324 S. State St., Suite 400 Salt Lake City, UT 84111 800!678!7077 801!328!5151 fax: 801!328!5155 www.spectrum!engineers.com SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595!6700 Telefax (801) 595!6717 www.mhtn.com 07/31/2012 7/27/2012 3:23:46 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\cls\Documents\10075Elec Central_cls.rvt FIRE ALARM RISER FA601Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER!DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012DGH2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012GENERAL SHEET NOTES 1PLANS ARE BASED UPON 99 MONITOR AND CONTROL DEVICES PER ADDRESSABLE LOOP.OTHER CONFIGURATIONS ARE ACCEPTABLE SUBJECT TO CONTRACTOR ALLOWING FOR INCREASED WIRING REQUIREMENTS AND SUBMITTAL DRAWINGS SHOWING NEW WIRING CONFIGURATION. MAXIMUM INITIAL DEVICES PER LOOP SHALL NOT EXCEED 75% MAXIMUM ALLOWABLE.2PLANS ARE BASED UPON THE WIRING SCHEDULE SHOWN. WHERE MANUFACTURER'S REQUIREMENTS EXCEED REQUIREMENTS SHOWN, INCLUDE ADDITIONAL ASSOCIATED COSTS AND SUBMITTAL DRAWINGS INDICATING NEW WIRING CONFIGURATION.3PLANS ARE BASED UPON 2 AMPS AT 24 VDC, NOT TO EXCEED 75% (1.50 AMPS AVAILABLE),POWER SUPPLY CAPACITY PER NOTIFICATION CIRCUIT. NOTIFICATION DEVICE LOADS ARE BASED UPON NOTIFICATION DEVICE SCHEDULE SHOWN. INCLUDE ADDITIONAL ASSOCIATED COSTS FOR INCREASED WIRING AND POWER SUPPLY CAPACITY IF LOADS OF ACTUAL DEVICES PROVIDED EXCEED CIRCUIT CAPACITY, OR IF LOAD OUTPUT OF ACTUAL POWER SUPPLIES PROVIDED IS SIZED DIFFERENTLY. PROVIDE SUBMITTAL DRAWINGS SHOWING NEW WIRING CONFIGURATION.4FLOW AND TAMPER CONFIGURATION BASED UPON FIRE SPRINKLER DESIGN CONCEPT.FIELD VERIFY ACTUAL REQUIREMENTS. INCLUDE ANY ADDITIONAL MONITOR MODULES REQUIRED BY ACTUAL DESIGN REQUIREMENTS.5HEAT DETECTORS WHEN INSTALLED IN ELEVATOR SHAFTS OR MECHANICAL ROOMS FOR ELEVATOR SHUT DOWN SHALL HAVE HEAT DETECTOR WITH LOWER RESPONSE TIME INDEX THAN SPRINKLER HEAD.6PROVIDE POWER SUPPLY CAPACITY AS REQUIRED FOR DOOR HOLD OPENS SHOWN.7BATTERY CAPACITY TO BE ADEQUATE TO OPERATE 15 MINUTES AFTER 24 HOURS PLUS 25%SPARE CAPACITY.8VFD REQUIRES TWO RELAYS, ONE FOR SMOKE CONTROL, ONE SPARE.9RUN SPARE LOOPS IN SAME CONDUIT. DO NOT EXCEED 40% AREA FILL OF CONDUITS.10PROVIDE DUCT DETECTORS FOR SUPPLY AND RETURN AIR SYSTEMS OVER 2000 CFM.INSTALL DUCT DETECTORS PER NFPA 72 REQUIREMENTS AND PROVIDE ADDITIONAL DUCT DETECTORS DEPENDING UPON FINAL DUCT ARRANGEMENT.11PROVIDE DUCT DETECTOR AT EACH FLOOR, PRIOR TO CONNECTION TO A COMMON RETURN AND PRIOR TO RECIRCULATING OR FRESH AIR INLET IN AIR RETURN SYSTEMS OVER 15,000 CFM CAPACITY AND SERVING MORE THAN ONE STORY.12PROVIDE MANUAL PULL STATIONS IN BOILER ROOMS AND KITCHENS.13PROVIDE ONE YEAR OFF SITE MONITORING INCLUDING ALL INTERFACE DEVICES AND MONITORING CHARGES. COORDINATE WITH BUILDING OWNER'S OFF SITE MONITORING COMPANY.14LOCATE SMOKE DETECTORS MINIMUM 3' FROM AIR SUPPLY AND RETURN LOUVERS.15PROVIDE SYNCHRONIZED STROBES THROUGHOUT FACILITY. PROVIDE SYNCHRONIZATION MODULES PER MANUFACTURER'S REQUIREMENTS. INCLUDE ADDITIONAL WIRING, IF REQUIRED.16INITIATING AND INDICATING LOOPS SHALL NOT SERVE AN AREA OF GREATER THAN 22,500 SQUARE FEET. PROVIDE ADDITIONAL LOOPS FOR AREAS LARGER THAN THIS.17ALL OUTPUT DEVICES ARE DESIGNED ON SYSTEMS WITH 2 AMP POWER SUPPLY.18HORN/STROBE BASED ON 120 MILLIAMPS, DOOR HOLDERS BASED ON 70 MILLIAMPS.19INSTALL DUCT DETECTORS PER NFPA 72 REQUIREMENTS AND PROVIDE ADDITIONAL DUCT DETECTORS DEPENDING UPON FINAL DUCT ARRANGEMENT. GENERAL NOTES THIS DRAWING IS FOR REFERENCE ONLY FOR THE PURPOSES OF THE CONTRACTOR'S BIDDING OF THE DESIGN, (INCLUDING PREPARATION OF DETAILED FIRE SPRINKLER PLANS AND DOCUMENTS), AND THE FURNISHING, INSTALLING AND MAKING OPERATIONAL, A COMPLETE AUTOMATIC FIRE SPRINKLER SYSTEM FOR THE ENTIRE BUILDING.REFERENCE SPECIFICATION 13930 FOR ADDITIONAL INFORMATION AND REQUIREMENTS.THE AUTOMATIC FIRE SPRINKLER DESIGN, PLANS AND DOCUMENTS AS PREPARED BY THE CONTRACTOR, ARE TO BE SUBMITTED BY THE CONTRACTOR TO THE AUTHORITY HAVING JURISDICTION UNDER A SEPARATE PLAN SUBMITTAL AND PERMIT FOR THE AUTHORITY HAVING JURISDICTION'S REVIEW, APPROVAL AND PERMITTING.1.2. FI R E P R O T E C T I O N N O T E S SE E A R C H I T E C T U R A L R E F L E C T E D C E I L I N G P L A N F O R E X A C T LO C A T I O N O F AL L H A N G E R S , S U P P O R T S , A N D S E I S M I C B R A C I N G A S P E R S PE C I F I C A T I O N S CO O R D I N A T E F I N I S H O F S P R I N K L E R H E A D C O V E R S W I T H A R C HIT E C T . AN D D R A W I N G S . U N L E S S N O T E D O T H E R W I S E , I N S T A L L A T I O N M U S T A T L E A S T ME E T N F P A 1 3 S T A N D A R D . SE A L A L L P E N E T R A T I O N S T H R U F I R E W A L L S A N D F L O O R W I T H F I R E P R O O F SE A L A N T A S P E R S P E C I F I C A T I O N S . RE Q U I R E D F I N I S H M A Y V A R Y F R O M M A N U F A C T U R E R S S T A N D A R D F I N I S H E S . PR O V I D E A D D I T I O N A L S P R I N K L E R H E A D S A B O V E A N D / O R B E L OW DU C T W O R K , S T R U C T U R E S , E T C . A S R E Q U I R E D F O R C O M P L E T E BU I L D I N G C O V E R A G E . RO U T E M A I N F I R E P R O T E C T I O N P I P I N G T O E N S U R E R O U T I N G D O E S 11 . 10 .6.5.4. OF S P R I N K L E R H E A D S . 3. SIZ E O F P I P E T O O N E S P R I N K L E R H E A D T O B E 1 " U N L E S S NO T E D OT H E R W I S E . 2.1. PE R H E A D . LO C A T E I S O L A T I O N V A L V E A N D T A M P E R S W I T C H A D J A C E N T T O R I S E R IN A C C E S S I B L E L O C A T I O N . DU C T W O R K , C O O R D I N A T E T H E M E C H A N I C A L , P L U M B I N G , F I R E HO T W A T E R H E A T I N G , A N D F I R E S P R I N K L E R P I P I N G , A S W E LL A S DU E T O T H E C L O S E P R O X I M I T Y O F T H E W A T E R , V E N T , C H I L LE D W A T E R , PR O T E C T I O N , E L E C T R I C A L , A N D S H E E T M E T A L W O R K . 9.8. SP A C E O C C U P A N C Y I S L I G H T H A Z A R D ( E X C E P T A S N O T E D I N SP E C I F I C A T I O N ) W I T H C O V E R A G E L I M I T E D T O L E S S T H A N 2 25 S Q . F T . 7. NO T C O N F L I C T W I T H O T H E R T R A D E S . 15 . 14 . 13 . 12 . CO N T R A C T O R S H A L L C O O R D I N A T E A N D / O R P E R F O R M A H Y D R A U LI C AL L W O R K A N D O P E R A T I O N S R E Q U I R E D T O D E S I G N , C O N S T R U CT , A N D FU R N I S H A L L M A T E R I A L S , E Q U I P M E N T A N D S U P P L I E S A N D P ER F O R M MA K E F U N C T I O N A L A F I R E S P R I N K L E R S Y S T E M T O P R O V I D E FIR E PR O T E C T I O N O F A L L A R E A S O F T H E B U I L D I N G . T H E S Y S T E M S H A L L ME E T T H E R E Q U I R E M E N T S O F T H E C A L I F O R N I A F I R E C O D E A ND SP E C I F I C A T I O N S E C T I O N 1 3 9 3 0 . FO R R E V I E W . FL O W T E S T A N D I N C L U D E T E S T I N D A T A I N S H O P D R A W I N G SU B M I T T A L HA N G E R T Y P E , S P A C I N G A N D L O C A T I O N S H A L L C O M P L Y W I T H TH E R E Q U I R E M E N T S O F N F P A 1 3 A N D S P E C I F I C A T I O N 2 1 1 3 1 3. PL A I N E N D F I T T I N G S A R E N O T A C C E P T A B L E . RU B B E R - G A S K E T E D F I T T I N G S F O R R O L L G R O O V E D P I P E . BE S C H E D U L E 4 0 . N O X L O R T H I N W A L L P I P E W I L L B E A L LO W E D . SH A L L B E S C H E D U L E 4 0 . P I P I N G 2 " ( N O M I N A L ) O R S M A L L ER S H A L L A5 3 , A S T M A 1 3 5 O R A S T M A 7 9 5 . P I P I N G 2 % % 2 0 8 " ( N O M I N AL ) O R L A R G E R AL L P I P I N G S H A L L B E S T E E L P I P I N G C O N F O R M I N G T O A N S I /A S T M SY S T E M S H A L L B E U . L . L I S T E D O R F M A P P R O V E D F O R U S E IN F I R E AL L M A T E R I A L S A N D E Q U I P M E N T U S E D F O R T H E F I R E S P R I N KL E R PR O T E C T I O N S Y S T E M S . PR O V I D E C A S T I R O N F I T T I N G F O R T H R E A D E D P I P E . P R O V I DE 17 . 16 . PR O V I D E S W A Y B R A C I N G I N A C C O R D A N C E W I T H N F P A 1 3 O N AL L S Y S T E M M A I N S . 2" S I G H T FS - 2 DR A I N TE S T C O N N E C T I O N FL O O R WIT H 1 / 2 " O R I F I C E MO V E M E N T I N F O U R D I R E C T I O N S . FO U R W A Y B R A C E R E S T R I C T WE B B , ( T Y P I C A L ) BO L T I N C O N C R E T E 5/8 " X 4 " E X P A N S I O N 3/1 6 " X 1 - 1 / 4 " S T E E L B A N D 45 ° 3/8 " X 1 - 1 / 4 " P I P E SP R I N K L E R P I P E R I S E R CL A M P S T E E L B A N D 45 ° 45 ° 45 ° NO T E : P 4- W A Y B R A C E FL E X I B L E C O N N E C T I O N S T O MA X I M U M D I S T A N C E F R O M FL E X I B L E C O N N E C T O R S . 2 4 " VA L V E , T Y P . O F 2 IS O L A T I O N SP R I N K L E R L I N E MA I N F I R E DIV I S I O N 2 BY D I V . 5 . FR O M B U I L D I N G 5'- 0 " O U T 2" PI P E A N D W A L L . F I L L W I T H 2" W I D E S P A C E B E T W E E N FL O O R S I N K FL E X I B L E S E A L A N T CO N N E C T I O N FL E X I B L E DO U B L E D E T E C T O R C H E C K 1- 1 / 2 " VA L V E T A M P E R S W I T C H , T Y P . O F 2 TO S P R I N K L E R S Y S T E M 6" SE E N O T E N O . 2 FL O W S W I T C H VA L V E A S S E M B L Y , S E E TE S T A N D D R A I N V A L V E PI P E S I Z E S T O B E D E T E R M I N E D B Y T H E S P E C I F I C A T I O N . AS P E R M A N U F A C T U R E R S I N S T R U C T I O N S . PR E S S U R E G A G E S , 2 " A N G L E V A L V E S W I N G C H E C K A N D O T H E R A C C E S S O R I E S NO T E S : 1.2.3.4. WIT H C E N T E R O F V A L V E A T 4 ' - 0 " A B O V E F I N I S H E D F L O O R . NO T E N 0 . 1 IN S T A L L D O U B L E D E T E C T O R C H E C K V A L V E A S S E M B L Y I N V E R TIC L E P O S I T I O N TR I M O N A L A R M V A L V E T O I N C L U D E : R E T A R D C H A M B E R , P R E SS U R E S W I T C H , FO R P I P E H A N G E R D E T A I L S , S E E 7 / P L 5 0 1 , 2 / M P 5 0 1 A N D 3 /M P 5 0 1 . 2" F S VT VT GGGG KKKK LLLL L. 9 L. 9 L . 9 L. 9 MMMM NNNN 5555 B0 4 EL E C 7777 6666 HHHH LO W E R F O N T B0 5 HA L L B0 1 ST O R A G E B0 2 ST O R A G E B0 8 WO R K S H O P B0 7 CH A S E B0 6 a ST A I R S0 0 1 SE C U R I T Y B0 3 ME C H B0 6 ME C H B0 6 2222 FI R E P R O T E C T I O N R I S E R , FI R E P R O T E C T I O N R I S E R , FI R E P R O T E C T I O N R I S E R , FI R E P R O T E C T I O N R I S E R , SE E D E T A I L S O N T H I S SE E D E T A I L S O N T H I S SE E D E T A I L S O N T H I S SE E D E T A I L S O N T H I S DR A W I N G DR A W I N G DR A W I N G DR A W I N G 6" F I R E P R O T E C T I O N S U P P L Y , S E E C I V I L S I T E 6" F I R E P R O T E C T I O N S U P P L Y , S E E C I V I L S I T E 6" F I R E P R O T E C T I O N S U P P L Y , S E E C I V I L S I T E 6" F I R E P R O T E C T I O N S U P P L Y , S E E C I V I L S I T E UT I L I T Y P L A N F O R C O N T I N U A T I O N . C O O R D I N A T E UT I L I T Y P L A N F O R C O N T I N U A T I O N . C O O R D I N A T E UT I L I T Y P L A N F O R C O N T I N U A T I O N . C O O R D I N A T E UT I L I T Y P L A N F O R C O N T I N U A T I O N . C O O R D I N A T E LO C A T I O N O F R I S E R W I T H P L U M B I N G P L A N S , LO C A T I O N O F R I S E R W I T H P L U M B I N G P L A N S , LO C A T I O N O F R I S E R W I T H P L U M B I N G P L A N S , LO C A T I O N O F R I S E R W I T H P L U M B I N G P L A N S , SE E S H E E T P L 1 0 0 SE E S H E E T P L 1 0 0 SE E S H E E T P L 1 0 0 SE E S H E E T P L 1 0 0 CO O R D I N A T E S L E E V E S T H R O U G H E X T E R I O R CO O R D I N A T E S L E E V E S T H R O U G H E X T E R I O R CO O R D I N A T E S L E E V E S T H R O U G H E X T E R I O R CO O R D I N A T E S L E E V E S T H R O U G H E X T E R I O R BU I L D I N G W A L L C A R E F U L L Y W I T H S T R U C T U R A L , BU I L D I N G W A L L C A R E F U L L Y W I T H S T R U C T U R A L , BU I L D I N G W A L L C A R E F U L L Y W I T H S T R U C T U R A L , BU I L D I N G W A L L C A R E F U L L Y W I T H S T R U C T U R A L , TY P I C A L TY P I C A L TY P I C A L TY P I C A L 4" F I R E P R O T E C T I O N S U P P L Y 4" F I R E P R O T E C T I O N S U P P L Y 4" F I R E P R O T E C T I O N S U P P L Y 4" F I R E P R O T E C T I O N S U P P L Y FR O M R E M O T E F I R E D E P A R T M E N T FR O M R E M O T E F I R E D E P A R T M E N T FR O M R E M O T E F I R E D E P A R T M E N T FR O M R E M O T E F I R E D E P A R T M E N T CO N N E C T I O N CO N N E C T I O N CO N N E C T I O N CO N N E C T I O N 1111 1111 2222 2222 22222222 2222 2222 2222 2222 2222 SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/6/2012 9:28:47 AM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\skocherhans\Documents\REVIT PROJECTS\v12\11071-FIRE-CF_Indianapolis Temple-v12_skocherhans.rvt BASEMENT FIRE PROTECTION PLAN FP100Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : SC A L E : SC A L E : SC A L E : 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " BA S E M E N T F I R E P R O T E C T I O N P L A N 0000 2- 1 / 2 2- 1 / 2 2- 1 / 2 2- 1 / 2 5555 5555 10101010 DRAWING NOTES SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E FP 1 0 0 FP 1 0 0 FP 1 0 0 FP 1 0 0 IN S P E C T O R ' S T E S T R O O M B O 6 D E T A I L 1111 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E FP 1 0 0 FP 1 0 0 FP 1 0 0 FP 1 0 0 4- W A Y S W A Y B R A C I N G D E T A I L 2222 NOTE #DESCRIPTION 1111PROVIDE PROTECTION BELOW BAPTISTRYPROVIDE PROTECTION BELOW BAPTISTRYPROVIDE PROTECTION BELOW BAPTISTRYPROVIDE PROTECTION BELOW BAPTISTRY PLATFORM. COORDINATE SIDEWALL HEADS WITHPLATFORM. COORDINATE SIDEWALL HEADS WITHPLATFORM. COORDINATE SIDEWALL HEADS WITHPLATFORM. COORDINATE SIDEWALL HEADS WITH LIGHTING SYSTEM.LIGHTING SYSTEM.LIGHTING SYSTEM.LIGHTING SYSTEM.2222PROVIDE COMPLETE FIRE SPRINKLER COVERAGE OFPROVIDE COMPLETE FIRE SPRINKLER COVERAGE OFPROVIDE COMPLETE FIRE SPRINKLER COVERAGE OFPROVIDE COMPLETE FIRE SPRINKLER COVERAGE OF ALL SPACES TO MEET THE MINIMUMALL SPACES TO MEET THE MINIMUMALL SPACES TO MEET THE MINIMUMALL SPACES TO MEET THE MINIMUM REQUIREMENTS OF THE SPECIFICATIONS AND NFPAREQUIREMENTS OF THE SPECIFICATIONS AND NFPAREQUIREMENTS OF THE SPECIFICATIONS AND NFPAREQUIREMENTS OF THE SPECIFICATIONS AND NFPA 13.13.13.13. GENERAL NOTES THIS DRAWING IS FOR REFERENCE ONLY FOR THE PURPOSES OF THE CONTRACTOR'S BIDDING OF THE DESIGN, (INCLUDING PREPARATION OF DETAILED FIRE SPRINKLER PLANS AND DOCUMENTS), AND THE FURNISHING, INSTALLING AND MAKING OPERATIONAL, A COMPLETE AUTOMATIC FIRE SPRINKLER SYSTEM FOR THE ENTIRE BUILDING.REFERENCE SPECIFICATION 13930 FOR ADDITIONAL INFORMATION AND REQUIREMENTS.THE AUTOMATIC FIRE SPRINKLER DESIGN, PLANS AND DOCUMENTS AS PREPARED BY THE CONTRACTOR, ARE TO BE SUBMITTED BY THE CONTRACTOR TO THE AUTHORITY HAVING JURISDICTION UNDER A SEPARATE PLAN SUBMITTAL AND PERMIT FOR THE AUTHORITY HAVING JURISDICTION'S REVIEW, APPROVAL AND PERMITTING.1.2. WO R K E R S T U D Y 14 4 CH A P E L 15 7 RE S T R O O M - ME N 10 2 B VE S T I B U L E 10 0 ST O R A G E 14 6 C CU S T O D I A L 10 5 BA P T I S T R Y CH A P E L 17 2 VE S T I B U L E 14 7 YO U T H 14 6 RE S T R O O M 14 6 A BA P T I S T R Y 17 0 CO R R I D O R 17 6 CL O T H I N G 17 5 ST A I R S1 0 1 VE S T I B U L E 18 0 CO R R I D O R 18 2 IN F A N T W A I T I N G 14 6 B VE S T I B U L E 15 5 RE S T R O O M - WO M E N 10 2 A AU D I O V I S U A L 14 1 A RE S T R O O M - WO M E N 12 2 RE S T R O O M - ME N 13 2 IN S T R U C T I O N A 15 9 CO U N S E L O R OF F I C E 11 1 RE S T R O O M 11 8 BR E A K 11 9 WO R K R O O M 10 6 RE S T R O O M 11 0 B PA S S T H R U 15 3 IN S T R U C T I O N 1 14 9 WO R K E R DR E S S I N G - WO M E N 12 4 WO R K E R DR E S S I N G - M E N 13 4 WA R D R O B E 11 4 BR I D E / M A T R O N 11 5 IN S T R U C T I O N - WO M E N 12 6 IN S T R U C T I O N - ME N 13 6 WA I T I N G 10 7 HA L L 10 8 VE S T I B U L E 13 0 DR E S S I N G - M E N 13 3 VE S T I B U L E 12 0 IN S T R U C T I O N D 13 7 B IN S T R U C T I O N D 12 7 B IN S T R U C T I O N D 12 7 A IN S T R U C T I O N D 13 7 A IN S T R U C T I O N - WO M E N 12 7 DR E S S I N G - WO M E N 12 3 HA L L 13 7 C IN S T R U C T I O N - ME N 13 7 WA R D R O B E 11 7 FO Y E R 11 6 LA U N D R Y 17 4 RE C E P T I O N 17 8 EN T R Y 17 9 HA L L 14 2 A HA L L 15 2 A HA L L 10 4 CO U N S E L O R OF F I C E 11 2 PR E S I D E N T OF F I C E 11 0 CO N F I R M A T I O N 17 3 CO A T S 10 1 A HA L L 10 3 WA I T I N G 10 2EN T R Y 10 1 IN S T R U C T I O N B 15 4 HA L L 12 7 C LO B B Y 15 0 GIR L S D R E S S I N G 16 1 AAAA BBBB B. 4 B. 4 B . 4 B. 4 CCCC DDDD EEEE FFFF GGGG KKKK LLLL L. 9 L. 9 L . 9 L. 9 MMMM NNNN 13131313 12121212 11111111 10101010 9999 8888 5555 4. 8 4. 8 4. 8 4. 8 4444 3333 2222 1111 IN S T R U C T I O N 2 14 8 7777 6666 BO Y S D R E S S I N G 17 1 14 5 RE S T R O O M HHHHE. 2 E. 2 E . 2 E. 2 1. 7 1. 7 1. 7 1. 7 4. 9 4. 9 4. 9 4. 9 8. 7 8. 7 8. 7 8. 7 11 . 7 11 . 7 11 . 7 11 . 7 1111 1111 1111 11111111 11111111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 11111111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 11111111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 FP 1 0 2 FP 1 0 2 FP 1 0 2 FP 1 0 2 SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/6/2012 9:28:58 AM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\skocherhans\Documents\REVIT PROJECTS\v12\11071-FIRE-CF_Indianapolis Temple-v12_skocherhans.rvt LEVEL 1 FIRE PROTECTION PLAN FP101Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31,2012JTBChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : SC A L E : SC A L E : SC A L E : 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " LE V E L 1 F I R E P R O T E C T I O N P L A N 0000 5555 10101010 10101010 20202020 NOTE #DESCRIPTION 1111PROVIDE COMPLETE FIRE SPRINKLER COVERAGE OFPROVIDE COMPLETE FIRE SPRINKLER COVERAGE OFPROVIDE COMPLETE FIRE SPRINKLER COVERAGE OFPROVIDE COMPLETE FIRE SPRINKLER COVERAGE OF ALL SPACES TO MEET THE MINIMUMALL SPACES TO MEET THE MINIMUMALL SPACES TO MEET THE MINIMUMALL SPACES TO MEET THE MINIMUM REQUIREMENTS OF THE SPECIFICATIONS AND NFPAREQUIREMENTS OF THE SPECIFICATIONS AND NFPAREQUIREMENTS OF THE SPECIFICATIONS AND NFPAREQUIREMENTS OF THE SPECIFICATIONS AND NFPA 13. REFERENCE ARCHITECTURAL REFLECTED13. REFERENCE ARCHITECTURAL REFLECTED13. REFERENCE ARCHITECTURAL REFLECTED13. REFERENCE ARCHITECTURAL REFLECTED CEILING PLANS FOR FIRE SPRINKLER HEADCEILING PLANS FOR FIRE SPRINKLER HEADCEILING PLANS FOR FIRE SPRINKLER HEADCEILING PLANS FOR FIRE SPRINKLER HEAD LOCATIONS. IN ROOMS THAT DO NOT SHOW THELOCATIONS. IN ROOMS THAT DO NOT SHOW THELOCATIONS. IN ROOMS THAT DO NOT SHOW THELOCATIONS. IN ROOMS THAT DO NOT SHOW THE FIRE SPRINKLER HEADS, THE CONTRACTOR SHALLFIRE SPRINKLER HEADS, THE CONTRACTOR SHALLFIRE SPRINKLER HEADS, THE CONTRACTOR SHALLFIRE SPRINKLER HEADS, THE CONTRACTOR SHALL LAYOUT HEADS IN A SYMMETRICAL PATTERN.LAYOUT HEADS IN A SYMMETRICAL PATTERN.LAYOUT HEADS IN A SYMMETRICAL PATTERN.LAYOUT HEADS IN A SYMMETRICAL PATTERN.WHERE HEADS ARE TO BE LOCATED IN A LAY-INWHERE HEADS ARE TO BE LOCATED IN A LAY-INWHERE HEADS ARE TO BE LOCATED IN A LAY-INWHERE HEADS ARE TO BE LOCATED IN A LAY-IN CEILING, THE HEAD SHALL BE LOCATED IN THECEILING, THE HEAD SHALL BE LOCATED IN THECEILING, THE HEAD SHALL BE LOCATED IN THECEILING, THE HEAD SHALL BE LOCATED IN THE CENTER OF THE TILE.CENTER OF THE TILE.CENTER OF THE TILE.CENTER OF THE TILE.DRAWING NOTES KKKK 4. 8 4. 8 4. 8 4. 8 44443333 RE S T R O O M - WO M E N 10 2 A WA I T I N G 10 2 RE S T R O O M - ME N 10 2 B EN T R Y 17 9 FD - 1 FD - 1 FD - 1 FD - 1 WC - 2 WC - 2 WC - 2 WC - 2 L- 1 L- 1 L - 1 L- 1 DF - 1 DF - 1 DF - 1 DF - 1 L- 1 L- 1 L - 1 L- 1 WC - 2 WC - 2 WC - 2 WC - 2 FD - 1 FD - 1 FD - 1 FD - 1 WC O WC O WC O WC O CD C W CD C W CD C W CD C W CD C W CD C W CD C W CD C W 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1"1"1"1" 1"1"1"1" 2"2"2"2" 4"4"4"4" 4"4"4"4" 4"4"4"4" 2"2"2"2" 2"2"2"2" TPTPTPTP9999 2222 TPTPTPTP 9999 GGGG KKKK VE S T I B U L E 17 0 A RE S T R O O M 17 1 A RE S T R O O M 16 1 A LA U N D R Y 17 4 CO N F I R M A T I O N 17 3 CL O T H I N G 17 5 HA L L 14 0 7777 6666 WC - 2 WC - 2 WC - 2 WC - 2 FD - 1 FD - 1 FD - 1 FD - 1 L- 1 L- 1 L - 1 L- 1 WC - 2 WC - 2 WC - 2 WC - 2 FD - 1 FD - 1 FD - 1 FD - 1 L- 1 L- 1 L - 1 L- 1 L- 1 L- 1 L - 1 L- 1 L- 1 L- 1 L - 1 L- 1 FD - 1 FD - 1 FD - 1 FD - 1 FD - 1 FD - 1 FD - 1 FD - 1 FD - 1 FD - 1 FD - 1 FD - 1 SD - 1 SD - 1 SD - 1 SD - 1 SD - 1 SD - 1 SD - 1 SD - 1 ST - 1 ST - 1 ST - 1 ST - 1 ST - 1 ST - 1 ST - 1 ST - 1 DF - 1 DF - 1 DF - 1 DF - 1 DF - 1 DF - 1 DF - 1 DF - 1 EW - 1 EW - 1 EW - 1 EW - 1 LS - 1 LS - 1 LS - 1 LS - 1 TD - 1 TD - 1 TD - 1 TD - 1 TD - 1 TD - 1 TD - 1 TD - 1 TD - 1 TD - 1 TD - 1 TD - 1 TD - 1 TD - 1 TD - 1 TD - 1 CDCWCDCWCDCWCDCW DCWDCWDCWDCW 1111 2222 14 0 ° 14 0 ° 14 0 ° 14 0 ° SC W SC W SC W SC W 3333 BF P - 2 BF P - 2 BF P - 2 BF P - 2 WM - 1 WM - 1 WM - 1 WM - 1 WM - 1 WM - 1 WM - 1 WM - 1 4444 FD - 3 FD - 3 FD - 3 FD - 3 5555 55551"1"1"1" 1/2 " 1/2 " 1/2 " 1/2 " 1"1"1"1" 1"1"1"1" 1"1"1"1" 1"1"1"1" RI S E 4 " V E N T U P RI S E 4 " V E N T U P RI S E 4 " V E N T U P RI S E 4 " V E N T U P 2"2"2"2" 2222 2"2"2"2" 2"2"2"2" 2"2"2"2" 1/2 " 1/2 " 1/2 " 1/2 " 1/2 " 1/2 " 1/2 " 1/2 " 1/2 " 1/2 " 1/2 " 1/2 " 1/2 " 1/2 " 1/2 " 1/2 " 1"1"1"1" DR O P 2 " I N D I R E C T DR O P 2 " I N D I R E C T DR O P 2 " I N D I R E C T DR O P 2 " I N D I R E C T WA S T E P I P E D O W N . S E E WA S T E P I P E D O W N . S E E WA S T E P I P E D O W N . S E E WA S T E P I P E D O W N . S E E DR A W I N G P L 1 0 0 F O R DR A W I N G P L 1 0 0 F O R DR A W I N G P L 1 0 0 F O R DR A W I N G P L 1 0 0 F O R CO N T I N U A T I O N . CO N T I N U A T I O N . CO N T I N U A T I O N . CO N T I N U A T I O N . DCWDCWDCWDCW 3" S C W F R O M B E L O W , 3" S C W F R O M B E L O W , 3" S C W F R O M B E L O W , 3" S C W F R O M B E L O W , RI S E 3 " S C W U P . RI S E 3 " S C W U P . RI S E 3 " S C W U P . RI S E 3 " S C W U P . 1" D C W F R O M B E L O W , 1" D C W F R O M B E L O W , 1" D C W F R O M B E L O W , 1" D C W F R O M B E L O W , RI S E 1 " D C W U P . RI S E 1 " D C W U P . RI S E 1 " D C W U P . RI S E 1 " D C W U P . 1" C D W C F R O M C E N T R A L 1" C D W C F R O M C E N T R A L 1" C D W C F R O M C E N T R A L 1" C D W C F R O M C E N T R A L CH I L L E R A B O V E . CH I L L E R A B O V E . CH I L L E R A B O V E . CH I L L E R A B O V E . RI S E 1 " C D W C U P RI S E 1 " C D W C U P RI S E 1 " C D W C U P RI S E 1 " C D W C U P 2" D H W ( 1 4 0 ° ) F R O M 2" D H W ( 1 4 0 ° ) F R O M 2" D H W ( 1 4 0 ° ) F R O M 2" D H W ( 1 4 0 ° ) F R O M AB O V E , D R O P T O F O N T AB O V E , D R O P T O F O N T AB O V E , D R O P T O F O N T AB O V E , D R O P T O F O N T LE V E L B E L O W . LE V E L B E L O W . LE V E L B E L O W . LE V E L B E L O W . 2" D H W R ( 1 4 0 ° ) F R O M 2" D H W R ( 1 4 0 ° ) F R O M 2" D H W R ( 1 4 0 ° ) F R O M 2" D H W R ( 1 4 0 ° ) F R O M BE L O W , R I S E 2 " D H W R BE L O W , R I S E 2 " D H W R BE L O W , R I S E 2 " D H W R BE L O W , R I S E 2 " D H W R UP T O M E Z Z A N I N E L E V E L . UP T O M E Z Z A N I N E L E V E L . UP T O M E Z Z A N I N E L E V E L . UP T O M E Z Z A N I N E L E V E L . 1"1"1"1" 3/4 " 3/4 " 3/4 " 3/4 " DC W DC W DC W DC W DC W DC W DC W DC W CDCWCDCWCDCWCDCW2222 2222 CD C W CD C W CD C W CD C W 1"1"1"1" 1"1"1"1" CD C W CD C W CD C W CD C W DC W DC W DC W DC W CD C W CD C W CD C W CD C W CD C W CD C W CD C W CD C W DC W DC W DC W DC W 1"1"1"1" 3/4 " 3/4 " 3/4 " 3/4 " 1"1"1"1" 1"1"1"1" 2"2"2"2" 2"2"2"2" 2"2"2"2" 2"2"2"2" 4"4"4"4" 4"4"4"4" 4"4"4"4" 6"6"6"6" 4"4"4"4" 4"4"4"4" 3"3"3"3" 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " CDCWCDCWCDCWCDCW 4" W A S T E F R O M A B O V E 4" W A S T E F R O M A B O V E 4" W A S T E F R O M A B O V E 4" W A S T E F R O M A B O V E 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 1"1"1"1" 1"1"1"1" 6666 6666 6666 GGGG GGGG GGGG GGGG 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 7777 8888 2"2"2"2" 2"2"2"2" 2" V E N T 2" V E N T 2" V E N T 2" V E N T FR O M B E L O W FR O M B E L O W FR O M B E L O W FR O M B E L O W LI Q U I D L E V E L S E N S O R LI Q U I D L E V E L S E N S O R LI Q U I D L E V E L S E N S O R LI Q U I D L E V E L S E N S O R FR O M F O N T B E L O W , FR O M F O N T B E L O W , FR O M F O N T B E L O W , FR O M F O N T B E L O W , SE E D R A W I N G P L 1 0 0 SE E D R A W I N G P L 1 0 0 SE E D R A W I N G P L 1 0 0 SE E D R A W I N G P L 1 0 0 TPTPTPTP 9999 TPTPTPTP 99996"6"6"6" 2"2"2"2" 2"2"2"2" 2"2"2"2" 17 1 BO Y S D R E S S I N G 16 1 GIR L S D R E S S I N G 17 0 A VE S T I B U L E 10101010 4"4"4"4" 2"2"2"2" FD - 1 FD - 1 FD - 1 FD - 1 WC - 2 WC - 2 WC - 2 WC - 2 FD - 1 FD - 1 FD - 1 FD - 1 L- 1 L- 1 L - 1 L- 1 DF - 1 DF - 1 DF - 1 DF - 1 FD - 1 FD - 1 FD - 1 FD - 1 L- 1 L- 1 L - 1 L- 1 WC - 2 WC - 2 WC - 2 WC - 2 WC O WC O WC O WC O 4"4"4"4"4"4"4"4" 4"4"4"4" 4"4"4"4" 2"2"2"2" 2"2"2"2"2"2"2"2" 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 2"2"2"2" 2"2"2"2" 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 2"2"2"2" 2"2"2"2" 2"2"2"2" 2"2"2"2" 2"2"2"2" 2"2"2"2" RE S T R O O M WO M E N 10 2 A RE S T R O O M ME N 10 2 B FD - 2 FD - 2 FD - 2 FD - 2 FS - 1 FS - 1 FS - 1 FS - 1 FS - 1 FS - 1 FS - 1 FS - 1 4" W A S T E F R O M 4" W A S T E F R O M 4" W A S T E F R O M 4" W A S T E F R O M LE V E L 2 LE V E L 2 LE V E L 2 LE V E L 2 WC O WC O WC O WC O 2"2"2"2" DF - 1 DF - 1 DF - 1 DF - 1 4"4"4"4" 4"4"4"4" WC - 2 WC - 2 WC - 2 WC - 2 FD - 1 FD - 1 FD - 1 FD - 1 L- 1 L- 1 L - 1 L- 1 L- 1 L- 1 L - 1 L- 1 WC O WC O WC O WC O L- 1 L- 1 L - 1 L- 1 DF - 1 DF - 1 DF - 1 DF - 1 TD - 2 TD - 2 TD - 2 TD - 2 TD - 2 TD - 2 TD - 2 TD - 2 TD - 2 TD - 2 TD - 2 TD - 2 2" S U M P D I S C H A R G E 2" S U M P D I S C H A R G E 2" S U M P D I S C H A R G E 2" S U M P D I S C H A R G E FO R M E D I N P L A C E FO R M E D I N P L A C E FO R M E D I N P L A C E FO R M E D I N P L A C E CO N C R E T E T R E N C H CO N C R E T E T R E N C H CO N C R E T E T R E N C H CO N C R E T E T R E N C H WIT H S T A I N L E S S S T E E L WIT H S T A I N L E S S S T E E L WIT H S T A I N L E S S S T E E L WIT H S T A I N L E S S S T E E L GR A T E . GR A T E . GR A T E . GR A T E . 2" V E N T F R O M B E L O W 2" V E N T F R O M B E L O W 2" V E N T F R O M B E L O W 2" V E N T F R O M B E L O W SS - 2 SS - 2 SS - 2 SS - 2 LS - 1 LS - 1 LS - 1 LS - 1 WC - 2 WC - 2 WC - 2 WC - 2 FO R M E D I N P L A C E T R E N C H FO R M E D I N P L A C E T R E N C H FO R M E D I N P L A C E T R E N C H FO R M E D I N P L A C E T R E N C H DR A I N S Y S T E M L O C A T E D I N DR A I N S Y S T E M L O C A T E D I N DR A I N S Y S T E M L O C A T E D I N DR A I N S Y S T E M L O C A T E D I N BA S E M E N T . BA S E M E N T . BA S E M E N T . BA S E M E N T . 2" I N D I R E C T D R A I N 2" I N D I R E C T D R A I N 2" I N D I R E C T D R A I N 2" I N D I R E C T D R A I N FR O M T R E N C H FR O M T R E N C H FR O M T R E N C H FR O M T R E N C H DR A I N S ( T D - 2 ) DR A I N S ( T D - 2 ) DR A I N S ( T D - 2 ) DR A I N S ( T D - 2 ) FD - 1 FD - 1 FD - 1 FD - 1 FD - 1 FD - 1 FD - 1 FD - 1 FD - 1 FD - 1 FD - 1 FD - 1 FD - 1 FD - 1 FD - 1 FD - 1 SD - 1 SD - 1 SD - 1 SD - 1 SD - 1 SD - 1 SD - 1 SD - 1 FS - 1 FS - 1 FS - 1 FS - 1 4"4"4"4" 4"4"4"4" 2"2"2"2" 2"2"2"2" 4"4"4"4" 2"2"2"2" 2"2"2"2" RE S T R O O M 16 1 A 3"3"3"3" 3"3"3"3" 2"2"2"2" RE S T R O O M 17 1 A BO Y S DR E S S I N G 17 1 GI R L S DR E S S I N G 16 1 BO I L E R R O O M 20 6 4" V T R 4" V T R 4" V T R 4" V T R 2"2"2"2" 2"2"2"2" 2"2"2"2" 2"2"2"2"4"4"4"4" 2"2"2"2" 2"2"2"2" 2"2"2"2" 2"2"2"2" L- 1 L- 1 L - 1 L- 1 2"2"2"2" 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 2"2"2"2" 2"2"2"2" 2"2"2"2" 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 2"2"2"2" 2"2"2"2" FD - 3 FD - 3 FD - 3 FD - 3 3"3"3"3" 3"3"3"3" 4"4"4"4" 4"4"4"4" 4"4"4"4" 4"4"4"4" 6"6"6"6" 6"6"6"6" 2"2"2"2"2"2"2"2" TD - 2 TD - 2 TD - 2 TD - 2 4"4"4"4" 2"2"2"2" 2"2"2"2" 2"2"2"2" 2"2"2"2" 2"2"2"2"2"2"2"2"4"4"4"4" 2"2"2"2" 2"2"2"2" WO R K S H O P B0 7 LA U N D R Y 17 42"2"2"2" 2"2"2"2" SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/10/2012 11:22:38 AM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\skocherhans\Documents\REVIT PROJECTS\v12\11071-PLUM-CF_Indianapolis Temple-v12_skocherhans.rvt LARGE SCALE PLUMB. PLANS &ISOMETRICS PL402Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012GWMRJK2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 0000 5555 10101010 10101010 20202020 SC A L E : SC A L E : SC A L E : SC A L E : PL402PL402PL402PL402 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " LA R G E S C A L E P L U M B I N G P L A N 1111 SC A L E : SC A L E : SC A L E : SC A L E : PL 4 0 2 PL 4 0 2 PL 4 0 2 PL 4 0 2 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " LA R G E S C A L E P L U M B I N G P L A N 2222 0000 5555 10101010 10101010 20202020 FD - 1 FD - 1 FD - 1 FD - 1 DF - 1 DF - 1 DF - 1 DF - 1 NOTE #DESCRIPTION 1111SCW AND DHW (140°) FROM LEVEL 2 ABOVE.SCW AND DHW (140°) FROM LEVEL 2 ABOVE.SCW AND DHW (140°) FROM LEVEL 2 ABOVE.SCW AND DHW (140°) FROM LEVEL 2 ABOVE.ROUTE TO SUPPLY FIXTURES AS SHOWN. SEEROUTE TO SUPPLY FIXTURES AS SHOWN. SEEROUTE TO SUPPLY FIXTURES AS SHOWN. SEEROUTE TO SUPPLY FIXTURES AS SHOWN. SEE DRAWING PL102 FOR CONTINUATION.DRAWING PL102 FOR CONTINUATION.DRAWING PL102 FOR CONTINUATION.DRAWING PL102 FOR CONTINUATION.2222SEE LEVEL 1 PLUMBING PLAN ON DRAWING PL101SEE LEVEL 1 PLUMBING PLAN ON DRAWING PL101SEE LEVEL 1 PLUMBING PLAN ON DRAWING PL101SEE LEVEL 1 PLUMBING PLAN ON DRAWING PL101 FOR CONTINUATION.FOR CONTINUATION.FOR CONTINUATION.FOR CONTINUATION.3333PROVIDE BACKFLOW PREVENTOR (BFP-2) ON HOTPROVIDE BACKFLOW PREVENTOR (BFP-2) ON HOTPROVIDE BACKFLOW PREVENTOR (BFP-2) ON HOTPROVIDE BACKFLOW PREVENTOR (BFP-2) ON HOT AND COLD WATER SUPPLIES TO CLOTHESAND COLD WATER SUPPLIES TO CLOTHESAND COLD WATER SUPPLIES TO CLOTHESAND COLD WATER SUPPLIES TO CLOTHES WASHERS. SEE DETAIL 1 ON DRAWING PL501.WASHERS. SEE DETAIL 1 ON DRAWING PL501.WASHERS. SEE DETAIL 1 ON DRAWING PL501.WASHERS. SEE DETAIL 1 ON DRAWING PL501.444418" WIDE x 7'6" LONG x 1' DEEP POURED IN PLACE18" WIDE x 7'6" LONG x 1' DEEP POURED IN PLACE18" WIDE x 7'6" LONG x 1' DEEP POURED IN PLACE18" WIDE x 7'6" LONG x 1' DEEP POURED IN PLACE CONCRETE TRENCH WITH CAST IRON FRAME ANDCONCRETE TRENCH WITH CAST IRON FRAME ANDCONCRETE TRENCH WITH CAST IRON FRAME ANDCONCRETE TRENCH WITH CAST IRON FRAME AND GRILLE.GRILLE.GRILLE.GRILLE.5555SCW AND DHW (120°) FROM LEVEL 2 ABOVE.SCW AND DHW (120°) FROM LEVEL 2 ABOVE.SCW AND DHW (120°) FROM LEVEL 2 ABOVE.SCW AND DHW (120°) FROM LEVEL 2 ABOVE.ROUTE TO SUPPLY FIXTURES AS SHOWN. SEEROUTE TO SUPPLY FIXTURES AS SHOWN. SEEROUTE TO SUPPLY FIXTURES AS SHOWN. SEEROUTE TO SUPPLY FIXTURES AS SHOWN. SEE DRAWING PL102 FOR CONTINUATION.DRAWING PL102 FOR CONTINUATION.DRAWING PL102 FOR CONTINUATION.DRAWING PL102 FOR CONTINUATION.6666MAKE GAS CONNECTION TO DRYER PERMAKE GAS CONNECTION TO DRYER PERMAKE GAS CONNECTION TO DRYER PERMAKE GAS CONNECTION TO DRYER PER MANUFACTURERS INSTALLATION INSTRUCTIONS.MANUFACTURERS INSTALLATION INSTRUCTIONS.MANUFACTURERS INSTALLATION INSTRUCTIONS.MANUFACTURERS INSTALLATION INSTRUCTIONS.SEE GAS FLOW DIAGRAM ON DRAWING PL602 FORSEE GAS FLOW DIAGRAM ON DRAWING PL602 FORSEE GAS FLOW DIAGRAM ON DRAWING PL602 FORSEE GAS FLOW DIAGRAM ON DRAWING PL602 FOR SIZES AND VALVES.SIZES AND VALVES.SIZES AND VALVES.SIZES AND VALVES.7777PROVIDE GAS SHUT-OFF VALVE AND A 2 PSI TO 4PROVIDE GAS SHUT-OFF VALVE AND A 2 PSI TO 4PROVIDE GAS SHUT-OFF VALVE AND A 2 PSI TO 4PROVIDE GAS SHUT-OFF VALVE AND A 2 PSI TO 4 OUNCE GAS PRESSURE REGULATOR. SEE GASOUNCE GAS PRESSURE REGULATOR. SEE GASOUNCE GAS PRESSURE REGULATOR. SEE GASOUNCE GAS PRESSURE REGULATOR. SEE GAS FLOW DIAGRAM ON DRAWING PL602.FLOW DIAGRAM ON DRAWING PL602.FLOW DIAGRAM ON DRAWING PL602.FLOW DIAGRAM ON DRAWING PL602.88882" DISCHARGE PIPE FROM SUMP PUMP BELOW,2" DISCHARGE PIPE FROM SUMP PUMP BELOW,2" DISCHARGE PIPE FROM SUMP PUMP BELOW,2" DISCHARGE PIPE FROM SUMP PUMP BELOW,CONNECT TO TOP OF 4" WASTE PIPE. SEECONNECT TO TOP OF 4" WASTE PIPE. SEECONNECT TO TOP OF 4" WASTE PIPE. SEECONNECT TO TOP OF 4" WASTE PIPE. SEE DRAWING PL100 FOR CONTINUATION.DRAWING PL100 FOR CONTINUATION.DRAWING PL100 FOR CONTINUATION.DRAWING PL100 FOR CONTINUATION.9999LOCATE TRAP PRIMER UNDER LAVATORY, ROUTELOCATE TRAP PRIMER UNDER LAVATORY, ROUTELOCATE TRAP PRIMER UNDER LAVATORY, ROUTELOCATE TRAP PRIMER UNDER LAVATORY, ROUTE 1/2" SCW BELOW FLOOR TO FLOOR DRAIN TRAP.1/2" SCW BELOW FLOOR TO FLOOR DRAIN TRAP.1/2" SCW BELOW FLOOR TO FLOOR DRAIN TRAP.1/2" SCW BELOW FLOOR TO FLOOR DRAIN TRAP.101010103/4" COMPRESSED AIR AND 1-1/4" VACUUM FROM3/4" COMPRESSED AIR AND 1-1/4" VACUUM FROM3/4" COMPRESSED AIR AND 1-1/4" VACUUM FROM3/4" COMPRESSED AIR AND 1-1/4" VACUUM FROM BELOW. ROUTE TO STEAM PRESS AND CONNECTBELOW. ROUTE TO STEAM PRESS AND CONNECTBELOW. ROUTE TO STEAM PRESS AND CONNECTBELOW. ROUTE TO STEAM PRESS AND CONNECT AS REQUIRED.AS REQUIRED.AS REQUIRED.AS REQUIRED. SC A L E : SC A L E : SC A L E : SC A L E : WA S T E A N D V E N T I S O M E T R I C - 1 SC A L E : SC A L E : SC A L E : SC A L E : WA S T E A N D V E N T I S O M E T R I C - 2 1August 27, 2010Addendum #1 3Sept. 10, 2012Addendum # 33333 � A3 0 � 2 GRANITEWEIR- 3 C3 5'-2 3/4" 1'-9" EXTERIOR STONE G MORTAR SETTING BED _ _ _ GRANITE SLAB - A3 ---------- — WATERPROOFING FTN02 EXTERIOR STONE G GRANITE TILE - EXTERIOR STONE G FTN02 I � � CONCRETE SLAB TYP. GRANITE WEIR - EXTERIOR STONE G � — — STRUCTURALFOAM 1'-6" 8" 10' 2'-01/4" I �' : � TRENCH DRAIN GR4TE � _ I _ GRANITE CAP ^---- — � � `I I 1 I _ � � EXTERIOR STONE F I� � � I � SEE SPECIFICATIONS � ` __ _________ / � . . . / I . , � �-- — — —� — _ \ — — — — _ — — -- -- -- - - _ - - - - - ` — I I I I —— fl I II IL II ll I—I L — — — I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - — — — — — — — — — — — — — — — — — — —IIIIIIIIIIIIIIIIIIII IIIIIIIII DRAINPIPETOBALANCINGTANK— - -�---z. _---- —....— --__.—._.— - _ ...- ..�..—_�. J.-.L I I ..I.. �—..._.— .-..I..-1-.i..—..�.: - SEE W.F. MECHANICAL DWGS WATER FEATURE - SLAB SECTION ,i2° _ ,•-0�� NOTE: SEE WF DRAWINGS FOR ALL WALL AND CAP ELEVATIONS ELEV. 100'-0" = CIVIL 85670 WATER FEATURE DRAWINGS A1 C LOWER BASIN DRAIN PIPE GRATE ��4�� 8�� i --- I I I 2" DIA. WEEP HOLE 3 PER QUADRANT UPPER BASIN WEIR RETURN PIPE 2" DIA. WEEP HOLE 6' O.C. - SEE W.F. DWG'S 5'-2 3/4" D3 A3 FTN02 ------------- — FTN02 � ELECTRICALJBOX - I j ,— 10' 2'-01/4" I �� I � I . . �. . I. . . II � � �� �� ��t I�■_� �� � � 9�� _ �I I I � � � I N GRANITE WEIR- � EXTERIOR STONE G �GRANITE SLAB - EXTERIOR STONE G �� � I � CONCRETE WALL TYP. - SEE A1/FTN04 CONCRETE MAT FOOTING - SEE A1/FTN04 DETAIL MORTAR SET GRANITE "RUNNEL" SETS WATER PROOFING GRANITE TILE EXTERIOR STONE G CONCRETE SLAB TYP. STRUCTURAL FOAM GRANITE WEIR - EXTERIOR STONE G TRENCH DRAIN GRATE GRANITE CAP EXTERIOR STONE F BLIND WEIR FACE OF GRANITE ETCHED FOR RELIEF EXTERIOR STONE TYPE F CONCRETE WALLTYP. I SEE A1/FTN04 re� � I�� I I� �I I� iI II , 1I � �� ��, � ��J �,� %, � _ _ % - DR41N PIPE TO BALANCING TANK - - - — _ _ - - SEE W.F. MECHANICAL DWGS 2" DIA. WEEP HOLE 3 PER QUADRANT UPPER BASIN WEIR RETURN PIPE WATERFEATURE-RUNNELSECTION 2°DIA.WEEPHOLE6'O.C. -SEEW.F.DWG�s 1/2° = 1'-0° u C3 FTN03 TYP. Z � T C d d' � � n � a � L oA � 0 JI O N O N NI 3 � � � o� i Q � N �� » � N �o � N i � U cv � n,1 w,vi t�c rt,vi u�ct r�vN / \ � 3�8,. _ �._0�� 1 2 TRENCH DRAIN AND GRATE CONCRETE MAT FOOTING - SEE A1/FTN04 KEYNOTES iO STONE CLAD WALL W/ STONE CAP - SEE A2 &A31FTN03 MAXIMUM ARC LENGTH.3'-q" INSI,�ERADIUS ON CAP �a EXTERIOR STONE F,HONEQ F�NISH,:.SEE SPECIFICATIONS O STONE WEIR ( UPPER) - SEE C2/FTN02, C4/FTN03 SIZE STONE SO THAT JOINT LINES ARE ALIGNED WITH CENTER OF RUNNEL �, a EXTERIOR STONE G+; yHONED FINISH -'tSEE SPECIFICATIONS O3 STONE WEIR ( LOWER) SEE A21FTN02 AND C1/FTN03 SIZE STONE LENGTHS SO THAT JOINT LINES ARE ALIGNED WITH THE JOIN7S QF. 1� y EXTERIOR STONE G;POLISHED FINISH'� SPECIFICATIONS O4 STONE WEIR (BLIND) - SEE A1/FTN02, C2&C3/FTN03 O5/� STO,f�E ROME.-. SEE C3/FTN02 - EXTERIOR STONE G / 4� Tf2�4N$V�RSE FINISH; SEE SPECIFICATIONS O6 STONE RUNNEL SEE A3/FTN01, D, 3/FTN02 -Qa EXTERIOR STONE G-'POLISHED FINISH'-SEE SPECIFICATIONS �STQN, � TI,LE SEE A2/FTN02 EXTERIOR STONE G- 4 POLISFiEDFINISH-SEESPECIFICATIONS OS 8' DECORATIVE METAL GRATE O 6" DECORATIVE METAL GRATE - SEE A3/FTN02 10 6" WIDE TRENCH DRAIN - SEE A1, A3/FTN02 >> 4" SAW CUT SLOTS IN WEIR - SEE C11FTN03 12 LIGHT-SEEWFDRAWINGS 13 WATER JET NOZZLE - SEE WATER FEATURE DRAWINGS 14 RECESSED BASIN AND 4" OUTFALL - SEE WF DRAWINGS 15 STONE DOME EDGE SECTION - SEE C3/FTN02 AND A4/FTN03. SIZE STONE LENGTHS SO THAT JOINT LINES ARE ALIGNED WITH THE JOINTS OF 1O , � EXTERIOR STONE G= HONED FINISH -:SEE SPECIFICATIONS 16 ROPE LIGHT- SEE ELEC7RICAL AND A1/FTN02 DETAIL-FILE 3 I 4 � M HTN ARCHITECTS MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 wwwmhtacom 0 � � J �C = C U w � � ~ � � Q z C w � � � � z � � U ��', J � � w a �o av STONE BLIND WIER - AXONOMETRIC PLAN VIEW U H Z�s � DETAIL-FILE `J 1" = 1" DEfAIL-FILE J Q � c 2 � 0 r� H O Z �� 02011 MMTNHRLMITELTS, INL. o,a.�oqs,.rnce� maieeaL a�a aes�q� w�cep�s snau om te �sea o� reproa�«a m wnoie o� oan m a�y mrm or mrmac wnnow pnorwrme� oo�sem al MHTN Amltltecis, Ina Co not saale tl2wings. Ose glven dimansians only. irnmsnow�,.e N ae� m�s ,mm �run�,m. oom�ema,sneu one�xa�a�erryna a�a�oar i�oe:�ie STONE RUNNEL - AXONOMETRIC PLAN VIEW �. _ �. DETAIL-FILE 4 L :ZP��O � p 6 �u) _ !- r- � w �¢ �- : � y N ¢ o =' J ' � = V� �. �j dd, i `� � o :t-Y e'c u,u�n��n,.••o, MHTN PROJECi NO. PD�'I SO� oanwrver:�z cHeckeoav:aa issoeo. rvo. oarE oESCawnorv i �u�vai.mix ioo�coNSraucnoNOOwMENrs a sea.n,zoiz nooervoum«a CONTRACiOR i0 VERIFY DftAW INGS IN FIELD USE REFLEQ LAST aevisiorv oare. SHEETNAME A WATER FEATURE PLAN 100°/a CONSTRUCTION DOCUMENTS JULY 31, 2012 SHEETNUMBER � FTN 01 � 0 C 1 i� GRANITE BEYOND � �' �� LOWER RUNNEL CONNECTION �.. • � 3e _ �._0�� �/ � I 'f� N N 1/8" RADIUS TYP. 3/4"x314" NOTCH AND ROPE LIGHT 1'-4" �� � � � � co - Z � � � d' � d ,�,� -- —� ° � v s�, 1 A I M � I C I o� I � I �� � r � N ���I' � NI \_�—J N 3 I � � _� 1 0 ° _ � � N �° � m � � A1 BLIND WEIR SECTION � �'v 3e _ �._0�� � 1 4 MORTAR SETTING BED FILTER FABRIC WATER PROOF MEMBRANESYSTEM BACKER ROD AND CAULK CAULK STAINLESS STEEL DOWEL WATERSTOPCONTINUOUS - SEE SPECIFICATIONS CONCRETE WALL-SEE Ai lFTN04 FOR REINFORCING DETAIL—FILE � BLIND WIER - SEE WF DRAWINGS BACKER ROD AND CAULK BEYOND BLIND WIER 6"X1/2" STAINLESS STEEL PIN @ 24" O.C. (BEYOND) GRANITE CAP �� SOLID GROUT BACKER ROD AND CAULK 1" X 2-112" ANGLE STAINLESS STEEL 1/4" THICK PREFORM TO WALL RADIUS DECORATIVE GRATE - SEE WF SPECIFICATIONS 1l2" X 3" ANCHOR BOLT MORTAR BED STONEVENEER FACE OF STONE GROUND FOR RELIEF CONCRETE WALL 6" TRENCH DRAIN GRATE TRENCH DRAIN TROUGH A3 � io r � � � 4" 2 GRANITE BEYOND GRANITE RUNNEL STEPS ,$„ 6�� � �GRANITE WIER WITH � 1/2" RADIUS EDGES v � � BACKER ROD AND GROUT J SOLID GROUT STAINLESS STEEL DOWEL PROTECTION BOARD MORTAR SETTING BED WATER PROOF MEMBRANESYSTEM CONCRETE SLAB 6" UPPER RUNNEL CONNECTION 3�� _ � �_�� DEPTH OF THREE (3) 1/4" WIDE SAWCUTS @ CONCRETE WALL- SEE A1/FTN04 FOR REINFORCING LOWER WEIR DETAIL—FILE �J 3" = 1'-0" 2 DETAIL—FILE GRANITE RUNNEL STEPS BACKER ROD AND CAULK � GRANITE BEYOND � GRANITE TILE I TOPPING SLAB � I \ I ----1--J-- RUNNEL SECTI 3 5'-213/16" � f° v v v�° fO �D `D tO _ � � v 4 1I8" 4 9/16" 51/4" 6 5/16" / 7" 3/8" BACKER ROD AND CAULK � � � �n � o� � � "� cn � � — N N N N N N N N N C'J (h � �� � � GRANITE WIER � � � — � � � � SOLID GROUT W TE PR OF � 1 �� � STAINLESS STEEL DOWEL ME B NE SYS EM � �� � � � CONCRETE WALL- SEE �� ��� I A1/FTN04 FOR REINFORCING m � i I " >' A4 � � � �� FTN oz CONCRETE SLAB - SEE � � � l / A1/FTN04 FOR REINFORCING � � — — � D- , -- - � � � , � �Z STRUCTURALFOAM �C Y — erN o2 UPPER BASIN FLOOR � — — C1- � FTN 02 . . . . . . . . . . . ... It�' .. . . .. .. . . . �� M HTN ARCHITECTS MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com � 1712.'=T-0.' 4'-83/8° DETAIL—FILE GRANITE GRANITE WIER MORTAR SETTING BED I� --- SOLID GROUT FILTER FABRIC I CAULK WATER PROOF -- � u STAINLESS STEEL DOWEL � w MEMBRANESYSTEM r-- I � � J _ , CONCRETE WALL- � � A4 �-- C4 — _ SEE A1/FTN04 FOR C FrNOS �— FrNOa REINFORCING U G r—J w r — J CONCRETE SLAB - � RUNNEL STEPS BEYOND — J (n (n � SEE A1/FTN04 FOR � �\� I REINFORCING � � Z z GRANITE ��\� I � STRUCTURALFOAM w Q � GRANITE TILE I _ I UPPER BASIN FLOOR �(A z TOPPING SLAB I I WATERSTOP CONTINUOUS - � _ ISEE SPECIFIATIONS O Q � � I � 2 0 J � I I , � �' O �N SOLID GROUT ; ' IJ � DOME SECTION 1 1/Y = 1•-0" STAINLESS STEEL DOWEL 318" X 4" STAINLESS STEEL DOWEL W/2" PROJ. EPDXY INT01" DIA. POCKET, TWO PER STONE PIECE. SEAL WITH MEMBRANE AROUND DOWELS. GRANITE TILE THICK SET MUD BED TOPPING SLAB BACKER ROD AND CAULK CONCRETE WALL MORTAR BED S.S. DOWEL SEE STONE VENEER DESCRIPTION ABOVE 5" THICK CONCRETE 6" DECORATIVE BRASS SLAB CUSTOM LENGTH TRENCH GRATE SEE SPECIFICATIONS WATERPROOF CUSTOM STAINLESS STEEL MEMBRANE SYSTEM TRENCH DRAIN LINER WITH (4) 5/16" ROUND CONCRETE WALL ANCHORS GRANITE PAVING SAND 1/16" WATERPROOF MEMBRANE 1/2 X 3 ANCHOR BOLT WATERPROOF 1"x 1-1/2" x 118" L - ` MEMBRANE - STAINLESS STEEL � CONTINUOUS �, 1" I INTOTRENCH WATERPROOF I MEMBRANE I I 4" OUTLET PIPE� E =TE WALL - SEE 4 FOR REINFORCING _ c (BEYOND) #4 BAR @ 12" O.C. ,- 6 5/S' ' ' COLD JOINT ; .; � .. �. -_ �-.. � . .. . � . �. 7 — i I � I I I , II� I IIi TRENCH DRAW �—� I J DETAIL—FILE �� 3" = 1'—�' 3 CONCRETE COMPACTED BASE COMPACTED Si1B6 OUTLET PIPE SEE WF DRAWINGS LOWER WATER FEATURE w a �o CONCRETE WALL- � � a v SEE A1/FTN04 FOR REINFORCING =� z�� DETAIL—FILE � J Q � � 2 � 0 r� � � Z � U 02011 MMTNHRLMITELTS, INL. o,a.�oqs,.rnce� maieeaL a�a aes�q� w�cep�s snau om te �sea o� reproa�«a m wnoie o� oan m a�y mrm or mrmac wnnow pnorwrme� oo�sem al MHTN Amltltecis, Ina Co not saale tl2wings. Ose glven dimansians only. irnmsnow�,.enN�o�aaeime�,m�swimmanrun�,m. oom�ema,sneu STONECAP STONECLADWALL `"eL"'"°0e""a"°""e"�'°"°a"°`°"°'°°"�a'�°°51e WITH STONE CAP .,,,,,��„�„�,,,,� -`2Q�`"� o 0 6�vu�= B '-w i o w e t—` � : N � ¢ 0 2 ; �� � �- 2 U; `'s �j dd, i `� � S ., .�� Q'�,: u,u�nnn,,••o, � MHTN PROJECi NO. PD�'I SO� ETCHED PATTERN (1/4" DEEP) oanwrv er: nwno, cHecneoav: cne�ke� issoeo. rvo. oarE oESCawnorv B4 LOWER WATER FEATURE STONE PANEL ELEVATION ' JU��" ��,� 100%CON$TRUCT1ON��cuME�TS 1" = 1'-0" DEfAIL—FILE CONTRACiOR i0 VERIFY DftAW INGS IN FIELD USE REFLEQ LAST aevisiorv oare. STONE DOME SECTION STONE DOME SECTION — STONE RUNNEL STEPS 1'-4" 1'3114" � (O CD (O (LJ CO CO (SJ t�J N� N� N� N N� N� N � � BACKER ROD AND CAULK � RUNNEL SECTION DETAIL—FILE �J 3" = 1'-0° 4 SHEETNAME A WATER FEATURE DETAILS 100°/a CONSTRUCTION DOCUMENTS JULY 31, 2012 SHEETNUMBER FTN 02 DETAIL—FILE � � 0 1 = WEIR CAPS - =TN02 3/8" CAU K JOINT 1/4" 23/4" 1/4" 23/4' 1/4" GRANITE TILE BELOW A2 FTN02 C 114" SLOTS CUT TO DRAIN CUSTOM DECORATIVE GRATE - SEE WF SPECIFICATIONS SLOT WEIR PLAN 3e _ �._0�� u Z � � �i d � n m � 0 � L oA 0 �' 0 N 0 NI N 3 d ' o g o Q � N �� �m N N �o � N U cv � 1 2 BLIND WIER PLAN DETAIL DETAIL—FILE �J 3" = 1'-0" 1/8" RADIUS TYP. BACKER ROD AND CAULK � �_6„ � GRANITE FACE� � ,�, �1 3/4" 2 3/4" 5112" � STAINLESS STEEL CLIP 11 1 /2"- -' STAINLESS STEEL CLIP STONE PAVING - SEE SITE DRAWINGS RADIUS CAP SECTION AT PAVING 3e _ I�._0�� 2 AIR GAP STONE VENEER RADIUS SECTION RADIUS CONCRETE WALL ;KER ROD AND CAULK )PE LIGHT (ABOVE) SED DECORATIVE MENTS. FACE OF STONE �UND FOR RELIEF !DER PIPE TO BLIND WEIR LOW) ;E OF WALL BELOW JD WEIR - SEE WATER SURE MECHANICAL \WINGS TERED GRANITE FACE !CORATIVE TRENCH DRAIN tATE C2 FTN 03 GRANITE WALL CAP 3 GRANITE WALL CAP - 1'31/4" 3/8" TYP. - CAULKJOINT BLIND WEIR IN CAP �SEE WATERFEATURE MECHANICAL DRAWINGS �-------------,I N� � 3 7�U� N N N N � 3 7/8� � n GRANITE SLAB IN DOME SECTION � GRANITE RUNNEL STEPS BEYOND � BACKER ROD AND CAULK � � � - -- � / � � CAULKJOINT ETCHED DECORATIVE ELEMENT 1/16" DEEP BATTERED STONE VENEER STONEVENEERINFOREGROUND STONE BLIND WIER - ELEVATION DETAIL—FILE �J 3" = 1'—�' 3l8" X 4" STAINLESS STEEL DOWELS W/2" PROJ. EPDXY INT01" - DIA. POCKET, FOUR PER STONE PIECE. SEAL WITH MEMBRANE AROUND DOWELS. STONE CAP ` N (V � � N' � BACKER ROD AND GROUT � � SOLID GROUT � DECORATIVE GRATE cO �1" X 2-112" ANGLE STAINLESS , STEEL 1/4" THICK PREFORM TO WALL RADIUS � 1/2" X 3" ANCHOR BOLT — STONEVENEER CONCRETE WALL- — SEE A11FTN04 FOR REINFORCING � �1 3/4" 2 314" BACKER ROD AND CAULK �,_6�, 5112" � LJ LJ � STAINLESS STEEL� 11 1/2° � � rn � 0 GRANITE WIER SOLID GROUT BACKER ROD AND CAULK STAINLESS STEEL DOWEL WATER PROOF MEMBRANESYSTEM SAND SETTING BED FILTER FABRIC WATER PROOF M HTN ARCHITECTS MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 wwwmhtacom � MEMBRANESYSTEM � J CONCRETESLAB- � � SEE A1/FTN04 FOR � C REINFORCING = G U w CONCRETE WALL- � � SEE A1/FTN04 FOR Q � REINFORCWG � � Z z LJJ Q Q � � Z � � U ��', J � N ^ N �.�_ W �y °c_' o � av � DOME SECTION - UPPER CONNECTION U H Z�s � DETAIL—FILE �J 3" = 1'-0° 318" X 4" STAINLESS STEEL DOWELS W/2" PROJ. EPDXY INT01" - DIA. POCKET, FOUR PER STONE PIECE. 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SHEETNAME A WATER FEATURE PLAN 100°/a CONSTRUCTION DOCUMENTS JULY 31, 2012 SHEETNUMBER FTN 04 � PR O J E C T D A T A - T E M P L E CI V I L R I G H T S : Y E A R AD A S T A N D A R D S F O R : 2 0 1 0 AC C E S S I B L E D E S I G N AN S I : A 1 1 7 . 1 2 0 0 3 AP P L I C A B L E C O D E S : Y E A R IN T E R N A T I O N A L B U I L D I N G C O D E ( I B C ) : 2 0 0 6 ( I N D I A N A B U I L D I N G C O D E 2 0 0 8 ) IN T E R N A T I O N A L M E C H A N I C A L C O D E ( I M C ) : 2 0 0 6 ( I N D I A N A M E C H C O D E 2 0 0 8 ) IN T E R N A T I O N A L P L U M B I N G C O D E ( I PC ) : 2 0 0 6 ( I N D I A N A P L U M B C O D E 1 9 9 9 ) NA T I O N A L E L E C T R I C C O D E ( N E C ) : 2 0 0 8 AS H R A E 9 0 . 1 : 2 0 0 7 ( I N D I A N A E N E R G Y C O N S E R V A T I O N C O D E 2 0 1 0 ) OC C U P A N C Y C L A S S I F I C A T I O N : A - 3 CO N S T R U C T I O N T Y P E : I I B FU L L Y S P R I N K L E D : Y E S A- 3 O C C U P A N C Y BA S I C A L L O W A B L E A R E A : 9 , 5 0 0 / S T O R Y ( A t ) BU I L D I N G P E R I M E T E R : 6 7 5 L N . F T . ( P ) BU I L D I N G P E R I M E T E R W I T H > / = 3 0 F T . C L E A R : 6 7 5 L N . F T . ( F ) WI D T H O F P U B L I C W A Y : > 7 0 F T . A V E R A G E ( W = 3 0 ) AR E A I N C R E A S E D U E T O F R O N T A G E : I f = ( F / P - 0 . 2 5 ) W / 3 0 If = ( 6 7 5 / 6 7 5 - 0 . 2 5 ) 3 0 / 3 0 = . 7 5 AR E A I N C R E A S E D U E T O S P RI N K L E R S Y S T E M : I s = 2 AL L O W A B L E A R E A P E R F L O O R : A a = { A t + [ A t x I f ] + [ A t x I s ] } Aa = { 9 , 5 0 0 + [ 9 , 5 0 0 x . 7 5 ] + [ 9 5 0 0 x 2 ] } Aa = 3 5 , 6 2 5 BA S E M E N T F L O O R A R E A : 4 , 6 8 5 S Q . F T . LE V E L 1 F L O O R A R E A : 2 4 , 0 2 5 S Q . F T . LE V E L 2 F L O O R A R E A : 5 , 4 3 0 S Q . F T . TO T A L F L O O R A R E A : 3 4 , 1 4 0 S Q . F T . AL L O W A B L E A R E A P E R F L O O R : 3 5 , 6 2 5 S Q . F T . FI R E - R E S I S T I V E R E Q U I R E M E N T S : TY P E : I I B ST R U C T U R A L F R A M E 0 BE A R I N G W A L L S E X T E R I O R 0 BE A R I N G W A L L S I N T E R I O R 0 NO N B E A R I N G W A L L S E X T E R I O R 0 NO N B E A R I N G W A L L S I N T E R I O R 0 FL O O R - C E I L I N G C O N S T R U C T I O N 0 RO O F - C E I L I N G C O N S T R U C T I O N 0 SH A F T S 1 PR O J E C T D A T A - U T I L I T Y B U I L D I N G OC C U P A N C Y C L A S S I F I C A T I O N : U CO N S T R U C T I O N T Y P E : I I B FU L L Y S P R I N K L E D : N O U - O C C U P A N C Y BA S I C A L L O W A B L E A R E A : 8 , 5 0 0 / S T O R Y ( A t ) BU I L D I N G P E R I M E T E R : 3 0 3 L N . F T . ( P ) BU I L D I N G P E R I M E T E R W I T H > / = 3 0 F T . C L E A R : 3 0 3 L N . F T . ( F ) WI D T H O F P U B L I C W A Y : > 7 0 F T . A V E R A G E ( W = 3 0 ) AR E A I N C R E A S E D U E T O F R O N T A G E : I f = ( F / P - 0 . 2 5 ) W / 3 0 If = ( 3 0 3 / 3 0 3 - 0 . 2 5 ) 3 0 / 3 0 = . 7 5 AR E A I N C R E A S E D U E T O S P RI N K L E R S Y S T E M : I s = 0 AL L O W A B L E A R E A P E R F L O O R : A a= { A t + [ A t x I f ]+ [ A t x I s ] } Aa = { 8 , 5 0 0 + [ 8 , 5 0 0 x . 7 5 ] + [ 8 5 0 0 x 0 ] } Aa = 1 4 , 8 7 5 LE V E L 1 F L O O R T O T A L A R E A : 2 , 9 0 7 S Q . F T . AL L O W A B L E A R E A P E R F L O O R : 1 4 , 8 7 5 S Q . F T . FI R E - R E S I S T I V E R E Q U I R E M E N T S : TY P E : I I B ST R U C T U R A L F R A M E 0 BE A R I N G W A L L S E X T E R I O R 0 BE A R I N G W A L L S I N T E R I O R 0 NO N B E A R I N G W A L L S E X T E R I O R 0 NO N B E A R I N G W A L L S I N T E R I O R 0 FL O O R - C E I L I N G C O N S T R U C T I O N 0 RO O F - C E I L I N G C O N S T R U C T I O N 0 SH A F T S N / A AB B R E V I A T I O N S AC A I R C O N D I T I O N I N G AC S A C O U S T I C A L AD J A D J A C E N T AF F A B O V E F I N I S H F L O O R AL T A L T E R N A T E AL U M A L U M I N U M AP P R O X A P P R O X I M A T E AR C H A R C H I T E C T U R A L BD B O A R D BL D G B U I L D I N G BL K G B L O C K I N G BO B O T T O M O F BO T B O T T O M BR G B E A R I N G BY N D B E Y O N D CB C A T C H B A S I N CI P C A S T - I N - P L A C E CJ C O N T R O L J O I N T CL C E N T E R L I N E CL G C E I L I N G CM U C O N C R E T E M A S O N R Y U N I T CO C L E A N O U T CO L C O L U M N CO M M C O M M U N I C A T I O N CO N C C O N C R E T E CO N F C O N F E R E N C E CO N S T C O N S T R U C T I O N CO N T C O N T I N U O U S CO N T R C O N T R A C T O R CO O R D C O O R D I N A T E CO R R C O R R I D O R CS K C O U N T E R S U N K CT R C E N T E R DE M O D E M O L I T I O N DI A D I A M E T E R DI A G D I A G O N A L DI M D I M E N S I O N DN D O W N DR D O O R DS D O W N S P O U T DT L D E T A I L DW G D R A W I N G EI F S E X T E R I O R I N S U L A T I O N A N D F I N I S H S Y S T E M EL E L E V A T I O N EL E C E L E C T R I C A L EL E V E L E V A T O R EQ E Q U A L EQ U I P E Q U I P M E N T EW C E L E C T R I C A L W A T E R C O O L E R EX P E X P A N S I O N FD F L O O R D R A I N FE C F I R E E X T I N G U I S H E R C A B I N E T FI N F I N I S H FI N F L R F I N I S H F L O O R FL R F L O O R FT F E E T GA G A U G E / G A G E GA L V G A L V A N I Z E D S T E E L GL U - 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LE V E L EL E V A T I O N B A 12 DE C O R A T I V E S T O N E PA N E L T Y P E 00 CO N C R E T E E A R T H G Y P S U M BO A R D IN S U L A T I O N RI G I D MA S O N R Y BR I C K MA S O N R Y CO N C R E T E BL O C K FI N I S H W O O D ST O N E ST E E L GR A V E L BA T T IN S U L A T I O N MA T E R I A L S BL O C K I N G SHEET NUMBERMHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.DESCRIPTIONDATENO.REVISIONS: CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. CO N S U L T A N T S AP P R O V A L S AP P R O V E R S N A M E , T I T L E AP P R O V E R S N A M E , T I T L E AP P R O V E R S N A M E , T I T L E D A T E : DA T E : DA T E : VI C I N I T Y M A P IN D E X T O D R A W I N G S - 8/27/2012 2:55:23 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\RandyK\Documents\A12_2011507_LDS Church Indianapolis Temple_RandyK.rvt 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 COVER SHEET G0.01Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% Construction DocumentsJuly 31,2012RKDF / CN / KT2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 In d i a n a p o l i s I n d i a n a T e m p l e JU L Y 3 1 , 2 0 1 2 10 0 % C O N S T R U C T I O N D O C U M E N T S 10 0 % C O N S T R U C T I O N D O C U M E N T S AE 5 0 7 E N V E L O P E D E T A I L S AE 5 1 0 S T O N E P R O F I L E S AE 5 1 1 S T O N E P R O F I L E S AE 5 1 2 S T O N E P R O F I L E S AE 5 1 3 S T O N E P R O F I L E S AE 5 1 4 S T O N E P R O F I L E S AE 5 1 5 S T O N E P R O F I L E S AE 5 2 0 E X T E R I O R S T O N E AE 5 2 1 E X T E R I O R S T O N E AE 5 2 2 E X T E R I O R S T O N E C A R V I N G AE 5 2 3 E X T E R I O R S I G N A G E AE 5 2 4 E X T E R I O R S I G N A G E AE 5 2 5 E X T E R I O R S I G N A G E AE 5 2 6 E X T E R I O R S T O N E C A R V I N G AE 5 2 7 E X T E R I O R S T O N E C A R V I N G AE 5 2 8 E X T E R I O R S T O N E C A R V I N G AE 5 3 0 E X T E R I O R W I N D O W D E T A I L S AE 5 3 1 E X T E R I O R W I N D O W D E T A I L S AE 5 3 2 E X T E R I O R W I N D O W D E T A I L S AE 5 3 3 E X T E R I O R W I N D O W D E T A I L S AE 5 3 4 E X T E R I O R W I N D O W D E T A I L S AE 5 3 5 E X T E R I O R D O O R D E T A I L S AE 5 3 6 E X T E R I O R D O O R D E T A I L S AE 5 3 7 E X T E R I O R D O O R D E T A I L S AE 5 3 8 E X T E R I O R D O O R D E T A I L S AE 5 4 0 S C R E E N W A L L D E T A I L S AE 5 4 1 I N T E R I O R D E T A I L S - P A S S T H R O U G H AE 5 4 2 I N T E R I O R D E T A I L P L A N S / S E C T I O N S AE 5 4 3 I N T E R I O R D E T A I L P L A N S / S E C T I O N S AE 5 4 4 B A P T I S T R Y F O N T D E T A I L S AE 5 4 5 B A P T I S T R Y F O N T D E T A I L S AE 5 4 6 R E C O M M E N D D E S K D E T A I L S AE 5 4 7 I N T E R I O R D E T A I L S AE 5 5 0 P A R T I T I O N A N D S L A B E D G E D E T A I L S AE 5 5 1 P A R T I T I O N D E T A I L S AE 5 5 2 A / V D E T A I L S AE 5 5 3 A / V D E T A I L S AE 5 6 0 C E I L I N G D E T A I L S AE 5 6 1 C E I L I N G D E T A I L S AE 5 6 2 C E I L I N G D E T A I L S AE 5 6 3 C E I L I N G D E T A I L S AE 5 6 4 C E I L I N G D E T A I L S AE 5 6 5 C E I L I N G D E T A I L S AE 5 6 6 C E I L I N G D E T A I L S AE 5 6 7 C E I L I N G D E T A I L S AE 5 6 8 C E I L I N G D E T A I L S AE 5 7 0 M I L L W O R K D E T A I L S AE 5 7 1 M I L L W O R K D E T A I L S AE 5 7 2 M I L L W O R K D E T A I L S AE 5 7 3 M I L L W O R K D E T A I L S AE 5 7 4 M I L L W O R K D E T A I L S AE 5 7 5 M I L L W O R K D E T A I L S AE 5 7 6 M I L L W O R K D E T A I L S AE 5 8 0 I N T E R I O R D E C O R A T I V E C A R V I N G AE 5 8 1 A L T A R D E T A I L S AE 5 8 2 A L T A R D E T A I L S AE 5 8 5 I N T E R I O R P I L A S T E R D E T A I L S AE 5 8 6 I N T E R I O R P I L A S T E R D E T A I L S AE 5 8 7 I N T E R I O R P I L A S T E R D E T A I L S AE 5 9 0 C A S E W O R K D E T A I L S AE 5 9 1 C A S E W O R K D E T A I L S AE 5 9 2 C A S E W O R K D E T A I L S AE 6 0 0 A F I N I S H S C H E D U L E AE 6 0 0 B F I N I S H S C H E D U L E AE 6 0 0 C F I N I S H S C H E D U L E AE 6 0 1 P A R T I T I O N T Y P E S AE 6 0 2 A A D A M O U N T I N G H E I G H T S & R E S T R O O M S AE 6 0 2 B T Y P I C A L M O U N T I N G H E I G H T S AE 6 0 3 D O O R S C H E D U L E AE 6 0 4 C A S E D O P E N I N G S A N D D O O R F R A M E S AE 6 0 5 C A S E D O P E N I N G S A N D D O O R F R A M E S AE 6 0 6 C A S E D O P E N I N G A N D D O O R F R A M E D E T A I L S AE 6 0 7 C A S E D O P E N I N G A N D D O O R F R A M E D E T A I L S AE 6 0 8 C A S E D O P E N I N G A N D D O O R F R A M E D E T A I L S AE 6 0 9 I N T E R I O R D O O R D E T A I L S AE 6 1 0 W I N D O W T Y P E S & A R T G L A S S - E X T E R I O R AE 6 1 1 W I N D O W T Y P E S & A R T G L A S S - E X T E R I O R AE 6 1 2 W I N D O W T Y P E S & A R T G L A S S - E X T E R I O R AE 6 2 0 W I N D O W T Y P E S & A R T G L A S S - I N T E R I O R AE 6 2 1 W I N D O W T Y P E S & A R T G L A S S - I N T E R I O R AE 6 2 2 A R T G L A S S D E S I G N A T I O N S AE 6 2 3 A R T G L A S S D E S I G N A T I O N S AE 6 2 4 A R T G L A S S C O N C E P T R E N D E R I N G S AE 6 3 0 D E C O R A T I V E L I G H T F I X T U R E S AE 6 3 1 D E C O R A T I V E L I G H T F I X T U R E S AE 6 4 0 D O O R H A R D W A R E AE 6 4 1 D O O R H A R D W A R E AE 7 0 0 L E V E L 1 F U R N I T U R E P L A N AE 7 0 1 I N T E R I O R S I G N A G E AE 8 0 0 U T I L I T Y B L D G S I T E P L A N & L I F E S A F E T Y AE 8 1 0 U T I L I T Y B L D G P L A N S & R C P AE 8 2 0 U T I L I T Y B L D G E L E V S & S E C T I O N S AE 8 3 0 U T I L I T Y B L D G S E C T I O N S AE 8 3 1 U T I L I T Y B L D G W A L L S E C T I O N S AE 8 4 0 U T I L I T Y B L D G I N T E R I O R E L E V S AE 8 5 0 U T I L I T Y B U I L D I N G D E T A I L S AE 8 6 0 U T I L I T Y B L D G W A L L T Y P E S , D T L S , & S C H E D AR C H I T E C T U R A L AE 0 0 1 L I F E S A F E T Y P L A N S AE 1 0 0 B A S E M E N T F L O O R P L A N AE 1 0 1 a L E V E L 1 F L O O R P L A N AE 1 0 1 b L E V E L 1 D I M E N S I O N P L A N AE 1 0 1 f L E V E L 1 F L O O R F I N I S H P L A N AE 1 0 1 s L E V E L 1 S L A B E D G E P L A N AE 1 0 2 L E V E L 2 F L O O R P L A N AE 1 0 2 s L E V E L 2 S L A B E D G E P L A N AE 1 0 3 R O O F P L A N AE 1 0 3 s R O O F S L A B E D G E P L A N AE 1 0 4 S P I R E P L A N S AE 1 0 5 B A S E M E N T C E I L I N G P L A N AE 1 0 6 L E V E L 1 C E I L I N G P L A N AE 1 0 7 L E V E L 2 C E I L I N G P L A N AE 2 0 0 O V E R A L L E L E V A T I O N S AE 2 0 1 a E X T E R I O R E L E V A T I O N S AE 2 0 1 b E X T E R I O R E L E V A T I O N S AE 2 0 2 a E X T E R I O R E L E V A T I O N S AE 2 0 2 b E X T E R I O R E L E V A T I O N S AE 2 0 3 a E X T E R I O R E L E V A T I O N S AE 2 0 3 b E X T E R I O R E L E V A T I O N S AE 2 0 4 a E X T E R I O R E L E V A T I O N S AE 2 0 4 b E X T E R I O R E L E V A T I O N S AE 3 0 0 B U I L D I N G S E C T I O N S AE 3 0 1 B U I L D I N G S E C T I O N S AE 3 0 2 B U I L D I N G A X O N O M E T R I C S AE 3 0 3 B U I L D I N G A X O N O M E T R I C S AE 3 0 4 W A L L S E C T I O N S AE 3 0 5 W A L L S E C T I O N S AE 3 0 6 W A L L S E C T I O N S E A S T P O R T I C O AE 3 0 7 W A L L S E C T I O N S E A S T P O R T I C O AE 3 0 8 W A L L S E C T I O N S W E S T P O R T I C O AE 3 0 9 W A L L S E C T I O N S AE 3 1 0 W A L L S E C T I O N S AE 3 1 1 W A L L S E C T I O N S AE 3 1 2 W A L L S E C T I O N S AE 4 0 1 E N L A R G E D S T A I R P L A N A N D S E C T I O N S AE 4 0 2 E N L A R G E D S T A I R P L A N A N D S E C T I O N S AE 4 0 3 S T A I R D E T A I L S AE 4 1 0 E N T R Y 1 0 1 C E I L I N G , F L O O R & E L E V A T I O N S AE 4 1 1 I N T E R I O R E L E V A T I O N S AE 4 1 2 W A I T I N G 1 0 2 C E I L I N G , F L O O R & E L E V A T I O N S AE 4 1 3 G R A N D H A L L AE 4 1 4 A G R A N D H A L L AE 4 1 4 B G R A N D H A L L AE 4 1 5 E N T R Y 2 C E I L I N G , F L O O R & E L E V A T I O N S AE 4 1 6 B A P T I S T R Y C H A P E L C E I L I N G , F L O O R & E L E V . AE 4 1 7 B A P T I S T R Y C E I L I N G , F L O O R & E L E V A T I O N S AE 4 1 8 E N L A R G E D F O N T P L A N AE 4 1 9 B A P T I S T R Y D R E S S I N G R O O M S AE 4 2 0 B A P T I S T R Y S U P P O R T AE 4 2 1 C H A P E L C E I L I N G , F L O O R & E L E V A T I O N S AE 4 2 2 I N S T R U C T I O N A C E I L I N G , F L O O R & E L E V A T I O N S AE 4 2 3 I N S T R U C T I O N B C E I L I N G , F L O O R & E L E V A T I O N S AE 4 2 4 P A S S T H R U E L E V A T I O N S AE 4 2 5 L O B B Y C E I L I N G , F L O O R & E L E V A T I O N S AE 4 2 6 I N S T R U C T I O N 1 C E I L I N G , F L O O R & E L E V A T I O N S AE 4 2 7 I N S T R U C T I O N 2 C E I L I N G , F L O O R & E L E V A T I O N S AE 4 2 8 A D M I N S U I T E E L E V A T I O N S AE 4 2 9 P R E S I D E N T S O F F I C E AE 4 3 0 B R I D E C E I L I N G , F L O O R & E L E V A T I O N S AE 4 3 1 D R E S S I N G R O O M S AE 4 3 2 E N L A R G E D R E S T R O O M P L A N S & E L E V . AE 4 3 3 I N S T R U C T I O N R O O M S AE 4 3 4 B O O T H S - M E N 1 3 1 , W O M E N 1 2 1 AE 4 3 5 Y O U T H C E I L I N G , F L O O R & E L E V A T I O N S AE 4 3 6 E N L A R G E D R E S T R O O M P L A N S & E L E V . AE 4 5 0 F L O O R P A T T E R N P L A N S AE 4 5 1 F L O O R P A T T E R N P L A N S AE 4 5 2 F L O O R P A T T E R N P L A N S AE 4 6 0 E X T E R I O R S T O N E P R O F I L E S AE 4 6 1 E X T E R I O R S T O N E P R O F I L E S AE 4 6 2 E X T E R I O R S T O N E P R O F I L E S AE 4 6 3 E X T E R I O R S T O N E P R O F I L E S AE 4 6 4 E X T E R I O R S T O N E P R O F I L E S AE 4 6 5 E X T E R I O R S T O N E P R O F I L E S AE 4 6 6 E X T E R I O R S T O N E P R O F I L E S AE 5 0 0 E N V E L O P E D E T A I L S AE 5 0 1 E N V E L O P E D E T A I L S AE 5 0 2 E N V E L O P E D E T A I L S AE 5 0 3 E N V E L O P E D E T A I L S AE 5 0 4 E N V E L O P E D E T A I L S AE 5 0 5 E N V E L O P E D E T A I L S AE 5 0 6 E N V E L O P E D E T A I L S - S P I R E GE N E R A L G0 . 0 1 C O V E R S H E E T HE A T H E N G I N E E R I N G 37 7 W E S T 8 0 0 N O R T H SA L T L A K E C I T Y , U T 8 4 1 0 3 Ph o n e : ( 8 0 1 ) 3 2 2 - 0 4 8 7 Fa x : ( 8 0 1 ) 3 2 2 - 0 4 9 0 SP E C T R U M E N G I N E E R S 32 4 S S T A T E S T . , S U I T E 4 0 0 SA L T L A K E C I T Y , U T 8 4 1 1 1 Ph o n e : ( 8 0 1 ) 3 2 8 - 5 1 5 1 Fa x : ( 8 0 1 ) 3 2 8 - 5 1 5 5 DU N N A S S O C I A T E S , I N C . 38 0 W E S T 8 0 0 S O U T H , S U I T E 1 0 0 SA L T L A K E C I T Y , U T 8 4 1 0 1 Ph o n e : ( 8 0 1 ) 5 7 5 - 8 8 7 7 Fa x : ( 8 0 1 ) 5 7 5 - 8 8 7 5 BA N N I N G E N G I N E E R I N G 85 3 C O L U M B I A R O A D , S U I T E 1 0 1 PL A I N F I E L D , I N 4 6 1 6 8 Ph o n e : ( 3 1 7 ) 7 0 7 - 3 7 0 0 Fa x : ( 3 1 7 ) 7 0 7 - 3 8 0 0 RA T I O A R C H I T E C T S , I N C . 10 7 S . P E N N S Y L V A N I A S T R E E T SU I T E 1 0 0 IN D I A N A P O L I S , I N 4 6 2 0 4 Ph o n e : ( 3 1 7 ) 6 3 3 - 4 0 4 0 Fa x : ( 3 1 7 ) 6 3 3 - 4 1 5 3 ME C H A N I C A L EL E C T R I C A L ST R U C T U R A L CI V I L LA N D S C A P E SI T E ELECTRICAL EE001SHEET INDEX, ABBREVIATIONS, AND GENERAL NOTES EE002SYMBOLS LEGEND EE501DETAILS EE502DETAILS EE701TYPICAL MOUNTING HEIGHT DETAILS ES101ELECTRICAL SITE PLAN ES102SECURITY SITE PLAN EP100BASEMENT POWER PLAN EP101FIRST FLOOR POWER PLAN EP102MECHANICAL LEVEL POWER PLAN EP103LIGHTINING PROTECTION PLAN EP104UTILITY BLDG ELECTRICAL PLAN EP105ROOF POWER PLAN EP401ENLARGED POWER PLAN EP501LIGHTNING PROTECTION DETAILS EP601ONE-LINE DIAGRAM EP602EQUIPMENT SCHEDULE EP603PANEL SCHEDULES EP604PANEL SCHEDULES EP605PANEL SCHEDULES EP606DETAILS EP607DETAILS EL100BASEMENT LIGHTING PLAN EL101FIRST FLOOR LIGHTING PLAN EL102MECHANICAL LEVEL LIGHTING PLAN EL103ROOF LIGHTING PLAN EL401ROOF LIGHTING SECTIONS EL501LIGHTING RELAY DETAILS EL502LIGHTING DETAILS EL601FIXTURE SCHEDULE EL602COMCHECK EY100BASEMENT AUXILIARY PLAN EY101FIRST FLOOR AUXILIARY PLAN EY102MECHANICAL LEVEL AUXILIARY PLAN EY103ROOF AUXILIARY PLAN EY104UTILITY AUXILIARY PLAN EY601VSS SECURITY SYSTEM EJ100BASEMENT PLAN - AV LAYOUT EJ101FIRST FLOOR PLAN - AV LAYOUT EJ210AV ROOM WALL ELEVATION AND SECTION EJ510AV EQUIPMENT SCHEDULE, BOX DETAILS EJ610AV RISER, NETWORK PATCH, ELECT. EQUIP. SCHEDULE FA100BASEMENT FIRE ALARM PLAN FA101FIRST FLOOR FIRE ALARM PLAN FA102MECHANICAL LEVEL FIRE ALARM PLAN FA601FIRE ALARM RISER TA310SECTIONS - ALTAR, IR TRANSMITTER, SPEAKERS TA520CONNECTOR WIRING DIAGRAMS TA530CONNECTIONS - DEDICATION OUTLET, DEDICATION CONTROL TA540CONNECTIONS - FONT TABLE TA550CONNECTIONS - CLOCK & ROOM PANELSMECHANICALM-001 MECHANICAL EQUIPMENT SCHEDULES M-002 MECHANICAL EQUIPMENT SCHEDULES M-003 MECHANICAL EQUIPMENT SCHEDULES M-004 MECHANICAL EQUIPMENT SCHEDULES MH100 BASEMENT MECHANICAL HVAC PLAN MH101 LEVEL 1 MECHANICAL HVAC PLAN - OVERALL MH102 LEVEL 1 MECHANICAL HVAC PLAN - S.A.MH103 LEVEL 1 MECHANICAL HVAC PLAN - R.A./E.A.MH104 LEVEL 2 MECHANICAL HVAC PLAN MH105 MECHANICAL ROOF PLAN MH200 UTILITY BUILDING HVAC PLAN MH301MECHANICAL SECTIONS MH302MECHANICAL SECTIONS MH303MECHANICAL SECTIONS MH401 FAN AND BOILER ROOM MECHANICAL PLANS MH501 HVAC DETAILS MH502 HVAC DETAILS MI100BASEMENT LEVEL MECHANICAL CONTROL PLAN MI101LEVEL 1 MECHANICAL CONTROL PLAN MI200UTILITY BUILDING MECHANICAL CONTROL PLAN MP100BASEMENT HVAC PIPING PLAN MP101LEVEL1 HVAC PIPING PLAN MP102 LEVEL 2 HVAC PIPING PLAN MP200UTILITY BUILDING HVAC PIPING PLAN MP201 MECHANICAL SITE UTILITY PIPING PLAN MP202 SNOWMELT PIPING SITE PLAN MP401FAN AND BOILER ROOM HVAC PIPING PLANS MP402BASEMENT MECHANICAL ROOM HVAC PIPING PLAN MP501 HVAC PIPING DETAILS MP502 HVAC PIPING DETAILS MP601 CHILLED WATER FLOW DIAGRAM MP602 HEATING WATER FLOW DIAGRAM MP603 HEATING WATER AND SNOW MELT HW PIPING FLOW DIAGRAM MP604 STEAM PRESS FLOW DIAGRAM MI601BSMNT & BOILER ROOM MECH CONTROL PLAN MI602LEVEL 1 MECHANICAL CONTROL PLAN MI603UTILITY BUILDING MECHANICAL CONTROL PLAN MI604MECHANICAL CONTROL DIAGRAMS MI605MECHANICAL CONTROL DIAGRAMS MI606MECHANICAL CONTROL DIAGRAMS MI607MECHANICAL CONTROL DIAGRAMS MI608MECHANICAL CONTROL DIAGRAMS MI609MECHANICAL CONTROL DIAGRAMS MI610MECHANICAL CONTROL DIAGRAMS MI611MECHANICAL CONTROL DIAGRAMS MI612MECHANICAL CONTROL DIAGRAMS MI613MECHANICAL CONTROL DIAGRAMS MI614MECHANICAL CONTROL DIAGRAMS MI615MECHANICAL CONTROL DIAGRAMS MI616MECHANICAL CONTROL DIAGRAMS MI617MECHANICAL CONTROL DIAGRAMS MI618MECHANICAL CONTROL DIAGRAMS MI619MECHANICAL CONTROL DIAGRAMS FIRE PROTECTION FP100BASEMENT FIRE PROTECTIONS PLAN FP101LEVEL 1 FIRE PROTECTIONS PLAN FP102LEVEL 2 FIRE PROTECTIONS PLAN PLUMBING P-001 PLUMBING SCHEDULES AND LEGEND P-002 PLUMBING FONT SYSTEM DIAGRAMS PL100 BASEMENT PLUMBING PLAN PL101 LEVEL 1 PLUMBING PLAN PL102 LEVEL 2 PLUMBING PLAN PL103 ROOF PLUMBING PLAN PL200UTILITY BUILDING PLUMBING PLAN PL401 LARGE SCALE PLUMB. PLANS & ISOMETRICS PL402 LARGE SCALE PLUMB. PLANS & ISOMETRICS PL501 PLUMBING DETAILS PL502 PLUMBING DETAILS PL601 PLUMBING FLOW DIAGRAM PL602 PLUMBING FLOW DIAGRAM - NATURAL GAS ST R U C T U R A L S0 0 1 G E N E R A L S T R U C T U R A L N O T E S S0 0 2 G E N E R A L S T R U C T U R A L N O T E S S0 0 3 S I D E P L A T E G E N E R A L N O T E S ( 1 O F 2 ) S0 0 4 S I D E P L A T E G E N E R A L N O T E S ( 2 O F 2 ) S1 0 0 F O O T I N G A N D F O U N D A T I O N P L A N S1 0 1 M A I N F L O O R F R A M I N G P L A N S1 0 2 M E Z Z A N I N E F L O O R F R A M I N G P L A N S1 0 3 R O O F F R A M I N G P L A N S1 0 4 H I G H R O O F A N D S C R E E N W A L L P L A N S1 0 5 T O W E R F R A M I N G P L A N S S1 0 6 U T I L I T Y B U I L D I N G P L A N S S3 0 1 S C H E D U L E S S3 0 2 S C H E D U L E S S3 0 3 S C H E D U L E S S4 1 1 S H E A R W A L L E L E V A T I O N S S4 1 2 S H E A R W A L L E L E V A T I O N S S4 2 1 M O M E N T F R A M E S S4 2 2 S I D E P L A T E T Y P I C A L B E A M D E T A I L S S4 2 3 S I D E P L A T E A & B T Y P E T Y P I C A L D E T A I L S S4 2 4 M O M E N T F R A M E D E T A I L S S4 3 1 T O W E R F R A M I N G E L E V A T I O N S S4 3 2 T O W E R F R A M I N G E L E V A T I O N S S4 3 3 B R A C E F R A M E S A T R O O F S4 3 4 B R A C E F R A M E D E T A I L S S4 4 1 G I R T E L E V A T I O N S5 0 1 F O O T I N G A N D F O U N D A T I O N D E T A I L S S5 0 2 F O O T I N G A N D F O U N D A T I O N D E T A I L S S5 1 1 M A T F O U N D A T I O N A N D S U S P E N D E D S L A B D E T A I L S S5 1 2 M A T F N D A N D S U S P E N D E D S L A B D E T A I L S S6 0 1 F L O O R F R A M I N G D E T A I L S S6 0 2 F L O O R F R A M I N G D E T A I L S S6 0 3 F L O O R F R A M I N G D E T A I L S S7 0 1 R O O F F R A M I N G D E T A I L S S7 0 2 R O O F F R A M I N G D E T A I L S S8 0 1 U T I L I T Y B U I L D I N G D E T A I L S LA N D S C A P E L1 0 1 T R E E P R E S E R V A T I O N P L A N L2 0 1 S I T E R E F E R E N C E P L A N L3 0 1 T E M P L E S I T E P L A N - A R E A A L4 0 1 E N L A R G E D F E A T U R E S P L A N - T E M P L E P L A Z A L4 0 2 E N L A R G E D F E A T U R E S P L A N L4 0 3 E N L A R G E D F E A T U R E S P L A N - P L I N T H G A R D E N S L4 0 4 E N L A R G E D L A Y O U T P L A N - F E N C E L A Y O U T L5 0 0 S O I L S P L A C E M E N T P L A N L5 0 1 P L A N T I N G P L A N - A R E A A L5 0 2 P L A N T I N G P L A N - A R E A B L5 0 3 P L A N T I N G P L A N - A R E A C L5 0 4 P L A N T I N G P L A N - T E M P L E C O U R T Y A R D L5 0 5 P L A N T I N G P L A N - P L I N T H G A R D E N L5 0 6 P L A N T I N G P L A N - W E S T G A R D E N L5 0 7 P L A N T I N G P L A N - M E E T I N G H O U S E L5 0 8 P L A N T I N G P L A N - B U F F E R L5 0 9 P L A N T I N G D E T A I L S L6 0 1 I R R I G A T I O N P L A N - A R E A A L6 0 2 I R R I G A T I O N P L A N - A R E A B L6 0 3 I R R I G A T I O N D E T A I L S L7 0 1 S I T E D E T A I L S L7 0 2 S I T E D E T A I L S L7 0 3 S I T E D E T A I L S L7 0 4 S I T E D E T A I L S L7 0 5 S I T E D E T A I L S L7 0 6 S I T E D E T A I L S L7 0 7 S I T E D E T A I L S L7 0 8 S I T E D E T A I L S FT N 0 1 W A T E R F E A T U R E P L A N FT N 0 2 W A T E R F E A T U R E D E T A I L S FT N 0 3 W A T E R F E A T U R E D E T A I L S FT N 0 4 W A T E R F E A T U R E R E I N F O R C I N G WF 1 0 0 O V E R A L L P L A N A N D N O T E S WF 2 0 0 E N L A R G E D F O U N T A I N P L A N WF 3 0 0 W A T E R F E A T U R E P I P I N G P L A N WF 4 0 0 E Q U I P M E N T R O O M P L A N WF 4 1 0 E Q U I P M E N T D E T A I L S WF 5 0 0 S E C T I O N S WF 6 0 0 D E T A I L S CI V I L C1 0 0 T I T L E S H E E T C1 0 1 E X I S T I N G T O P O G R A P H Y / D E M O L I T I O N P L A N C1 0 2 O V E R A L L P L A N / P E D E S T R I A N C I R C U L A T I O N C1 0 3 S I T E L A Y O U T P L A N C1 0 4 S I T E L A Y O U T P L A N C2 0 0 G R A D I N G A N D D R A I N A G E P L A N C2 0 1 G R A D I N G A N D D R A I N A G E P L A N C2 0 2 P O N D G R A D I N G A N D D R A I N A G E P L A N C2 0 3 T E M P L E D E T A I L G R A D I N G P L A N C2 0 4 S T R E E T P L A N A N D P R O F I L E C2 0 5 S T R E E T P L A N A N D P R O F I L E C2 0 6 E N T R A N C E P L A N 1 1 6 T H S T R E E T C2 0 7 E N T R A N C E P L A N S P R I N G H I L L R O A D C2 0 8 I N T E R S E C T I O N D E T A I L S C2 0 9 F L O O D R O U T I N G P L A N C3 0 0 U T I L I T Y P L A N C3 0 1 S A N I T A R Y S E W E R P L A N A N D P R O F I L E C3 0 2 S T O R M S E W E R P L A N A N D P R O F I L E C3 0 3 S T O R M S E W E R P L A N A N D P R O F I L E C3 0 4 S T O R M S E W E R P L A N A N D P R O F I L E C3 0 5 W A T E R M A I N P L A N C4 0 0 I N I T I A L E R O S I O N C O N T R O L P L A N C4 0 1 I N I T I A L E R O S I O N C O N T R O L P L A N C4 0 2 F I N A L E R O S I O N C O N T R O L P L A N C4 0 3 F I N A L E R O S I O N C O N T R O L P L A N C4 0 4 S T O R M W A T E R P O L L U T I O N P R E V E N T I O N P L A N ( S W P P P ) C5 0 0 E R O S I O N C O N T R O L D E T A I L S C5 0 1 S T R E E T D E T A I L S C5 0 2 S A N I T A R Y S P E C I F I C A T I O N S C5 0 3 S T O R M S E W E R D E T A I L S C5 0 3 . 1 S T O R M S E W E R D E T A I L S C5 0 3 . 2 S T O R M S E W E R D E T A I L S C5 0 4 W A T E R M A I N D E T A I L S C5 0 5 P O N D D E T A I L S C5 0 6 P O N D D E T A I L S C5 0 7 M I S C E L L A N E O U S D E T A I L S C5 0 8 C U R B A N D P A V I N G S P E C I F I C A T I O N S MORRISON HERSHFIELD 10900 NE 8TH SREET, SUITE 810 BELLEVUE, WA 98004 Phone: (425) 451-1301 Fax: (425) 451-1369SOUND DESIGN INTERNATIONAL INCORPORATED 533 WEST 2600 SOUTH, SUITE 110 BOUNTIFUL, UT 84010 Phone: (801) 298-1113 Fax: (801) 298-1336ENVELOPEACOUSTICALWATER DESIGN INC.5047 S. GALLERIA DRIVE MURRAY, UT 84123 Phone: (801) 261-4009 Fax: (801) 261-4069FOUNTAIN1AUG 27, 2012ADDENDUM 1 1 1 Se p t e m b e r 10 , 20 1 2 Ju l y 30 , 20 1 2 Au g u s t 2, 20 1 2 Se p t e m b e r 25 , 20 1 2 Se p t e m b e r 25 , 20 1 2 Se p t e m b e r 25 , 20 1 2 Au g u s t 2, 20 1 2 Ju l y 30 , 20 1 2 Se p t e m b e r 19 , 20 1 2 Se p t e m b e r 19 , 20 1 2 Se p t e m b e r 19 , 20 1 2 Se p t e m b e r 19 , 20 1 2 Au g u s t 2, 20 1 2 Au g u s t 2, 20 1 2 Se p t e m b e r 10 , 20 1 2 Se p t e m b e r 25 , 20 1 2 Se p t e m b e r 25 , 20 1 2 Ir r i g a t i o n Qt y Sy m b o l De s c r i p t i o n 28 5 HU N T E R , P R O S - 0 4 - P R S 4 0 - C V S E R I E S , 4 " P O P U P W / M P 1 0 0 0 N O Z Z L E 42 1 HU N T E R , P R O S - 0 4 - P R S 4 0 - C V S E R I E S , 4 " P O P U P W / M P S T R I P N O Z Z L E 22 2 HU N T E R , P R O S - 0 4 - P R S 4 0 - C V S E R I E S , 4 " P O P U P W / M P 2 0 0 0 N O Z Z L E 10 3 HU N T E R , P R O S - 0 4 - P R S 4 0 - C V S E R I E S , 4 " P O P U P W / M P 3 0 0 0 N O Z Z L E 1 FE B C O , R E D U C E D P R E S S U R E B A C K F L O W , S I Z E 4 " 16 HU N T E R P C Z - 1 0 1 4 0 , C O N T R O L Z O N E K I T , 1 " 42 HU N T E R P G V - 1 0 1 G , E L E C T R I C V A L V E , 1 . 0 " 29 HU N T E R P G V - 1 5 1 G , E L E C T R I C V A L V E , 1 . 5 " 87 HU N T E R D U A L - 1 , S I N G L E S T A T I O N D E C O D E R 15 HU N T E R , H Q - 4 4 S E R I E S , Q U I C K C O U P L I N G V A L V E , 1 " 3 IS O L A T I O N G A T E V A L V E , M A I N L I N E S I Z E 2 HU N T E R S O L A R S Y N C S E R I E S , R A I N S E N S O R 17 AI R R E L I E F V A L V E 42 DR I P S T U B - U P 37 FL U S H V A L V E 1 TA P L O C A T I O N , 4 " 16 0 8 0 ( f t ) HU N T E R , P L D - 0 6 - 1 2 S E R I E S , D R I P T U B I N G @ 1 8 " E M I T T E R S P A C I N G 37 0 6 0 ( f t ) PV C L A T E R A L , S C H E D U L E 4 0 , B E , 1 2 " B U R Y , S I Z E A S S H O W N 44 8 0 ( f t ) PV C M A I N L I N E , C L A S S 2 0 0 , B E , 1 8 " B U R Y , S I Z E 2 1 / 2 " PV C S L E E V E , C L A S S 2 0 0 , B E , S I Z E 6 " ( F O R M A I N L I N E ) 3 HU N T E R I C - D U A L , 2 - W I R E D E C O D E R C O N T R O L L E R 20 0 ( f t ) PV C M A I N L I N E , C L A S S 2 0 0 , B E , 1 8 " B U R Y , S I Z E 3 " 39 HU N T E R P G P - U L T R A - S E R I E S , G E A R D R I V E N R O T O R , W / 1 . 5 N O Z Z L E 16 9 HU N T E R P G P - U L T R A - S E R I E S , G E A R D R I V E N R O T O R , W / 3 . 0 N O Z Z L E 23 6 HU N T E R , P R O S - 1 2 - P R S 4 0 - C V S E R I E S , 1 2 " P O P U P W / M P 1 0 0 0 N O Z Z L E 22 HU N T E R , P R O S - 1 2 - P R S 4 0 - C V S E R I E S , 1 2 " P O P U P W / M P S T R I P N O Z Z L E 11 7 HU N T E R , P R O S - 1 2 - P R S 4 0 - C V S E R I E S , 1 2 " P O P U P W / M P 2 0 0 0 N O Z Z L E 26 0 HU N T E R , P R O S - 1 2 - P R S 4 0 - C V S E R I E S , 1 2 " P O P U P W / M P 3 0 0 0 N O Z Z L E 1 TA P L O C A T I O N , 2 " 1 1 FE B C O , R E D U C E D P R E S S U R E B A C K F L O W , S I Z E 2 " 122 PV C S L E E V E , S C H E D U L E 4 0 , B E , S I Z E 4 " ( F O R L A T E R A L ) 44 8 0 ( f t ) WI R E P A T H 1 FE B C O , R E D U C E D P R E S S U R E B A C K F L O W , S I Z E 1 " 3 20 ( f t ) PV C M A I N L I N E , C L A S S 2 0 0 , B E , 1 8 " B U R Y , S I Z E 1 " 1 TA P L O C A T I O N , 1 " 3 X X X X X X X X X X X TY P . P I P E S I Z E TY P . P I P E S I Z E TYP. PIPE SIZE SE E N O T E # 1 0 4"SLV4"SLV4"SLV 6"SLV 4"SLV6"SLV 4"SLV 6"SLV4"SLV4"SLV 4"SLV 4" S L V 4"SLV 4" S L V 6"SLV 6"SLV6"SLV 6" S L V 4" S L V 4" S L V 4" S L V 4" S L V 4" S L V 4" S L V 4" S L V 4" S L V 4" S L V 4" S L V 4" S L V 4" S L V 4" S L V 4" S L V 4" S L V 4" S L V 4" S L V 4" S L V 6" S L V 4" S L V 4" S L V 6" S L V 6" S L V 6" S L V 4" S L V 6" S L V 4" S L V 4" S L V 6" S L V 6"SLV2 6"SLV121 4" S L V 4" S L V CL S P r o j e c t N u m b e r : 17 7 9 7 4 1 5 De s i g n e r : S K Sh e e t : 1 O F 3 65 0 S t e p h e n s o n H i g h w a y Tr o y , M i c h i g a n 4 8 0 8 3 P h o n e 2 4 8 . 5 8 8 . 2 1 0 0 F a x 2 4 8 . 5 8 8 . 3 5 2 8 ww w . J o h n D e e r e L a n d s c a p e s . c o m 8 0 0 . 3 4 7 . 4 2 7 2 Pr o j e c t N a m e : CH U R C H O F T H E L D S CA R M E L , I N D I A N A AR E A D E N O T E S DR I P 116th Street & Spring Mill Road Carmel, Indiana 46032 IR R I G A T I O N PL A N - A R E A A L6 0 1 THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS Au t h o r Ch e c k e r 20 1 1 5 0 7 JU L Y 3 1 , 2 0 1 2 1" = 30'1 IRRIGATION PLAN - Area A 1 " = 30' SH E E T N U M B E R IS S U E D : MH T N P R O J E C T N O . SE A L DR A W N B Y : CH E C K E D B Y : SH E E T N A M E DE S C R I P T I O N DA T E NO . CO N T R A C T O R T O V E R I F Y D R A W I N G S I N F I E L D U S E R E F L E C T L A S T RE V I S I O N D A T E . DE S C R I P T I O N DA T E NO . MH T N A r c h i t e c t s , I n c . 42 0 E a s t S o u t h T e m p l e Su i t e 1 0 0 Sa l t L a k e C i t y , U t a h 8 4 1 1 1 Te l e p h o n e ( 8 0 1 ) 5 9 5 - 6 7 0 0 Te l e f a x ( 8 0 1 ) 5 9 5 - 6 7 1 7 ww w . m h t n . c o m RA T I O A r c h i t e c t s , I n c . 10 7 S . P e n n s y l v a n i a S t r e e t Su i t e 1 0 0 In d i a n a p o l i s , I N 4 6 2 0 4 Te l e p h o n e ( 3 1 7 ) 6 3 3 - 4 0 4 0 Fa x ( 3 1 7 ) 6 3 3 - 4 1 5 3 ww w . R A T I O a r c h i t e c t s . c o m 10 0 % C O N S T R U C T I O N D O C U M E N T S 7- 3 1 - 2 0 1 2 1 Indianapolis Indiana Temple 10 0 % C O N S T R U C T I O N DO U M E N T S TY P . P I P E S I Z E TY P . P I P E S I Z E SE E N O T E # 1 0 6"SLV 2"SLV6"SLV 6"SLV 4"SLV 4"SLV 4" S L V 4" S L V 4" S L V 4" S L V 4" S L V 4" S L V 4" S L V 4" S L V 4" S L V 4" S L V 4" S L V 4" S L V 4" S L V 6" S L V 6" S L V 6" S L V 4" S L V 4" S L V 4" S L V 4" S L V 6" S L V 6" S L V 6" S L V 6" S L V 6" S L V 6" S L V 6" S L V 6" S L V 4" S L V 4" S L V 4" S L V 4" S L V 2" S L V 4" S L V 4" S L V 22 4" S L V 3 3 2" S L V 2" S L V 2" S L V IrrigationSymbolDescriptionHUNTER, PROS-04-PRS40-CV SERIES, 4" POP UP W/MP1000 NOZZLEHUNTER, PROS-04-PRS40-CV SERIES, 4" POP UP W/MP STRIP NOZZLE HUNTER, PROS-04-PRS40-CV SERIES, 4" POP UP W/MP2000 NOZZLEHUNTER, PROS-04-PRS40-CV SERIES, 4" POP UP W/MP3000 NOZZLEFEBCO, REDUCED PRESSURE BACKFLOW, SIZE 4"HUNTER PCZ-10140, CONTROL ZONE KIT, 1"HUNTER PGV-101G, ELECTRIC VALVE, 1.0"HUNTER PGV-151G, ELECTRIC VALVE, 1.5"HUNTER DUAL-1, SINGLE STATION DECODERHUNTER, HQ-44 SERIES, QUICK COUPLING VALVE, 1"ISOLATION GATE VALVE, MAINLINE SIZEHUNTER SOLAR SYNC SERIES, RAIN SENSORAIR RELIEF VALVEDRIP STUB-UPFLUSH VALVETAP LOCATION, 4"HUNTER, PLD-06-12 SERIES, DRIP TUBING @ 18" EMITTER SPACINGPVC LATERAL, SCHEDULE 40, BE, 12" BURY, SIZE AS SHOWNPVC MAINLINE, CLASS 200, BE, 18" BURY, SIZE 2 1/2"PVC SLEEVE, CLASS 200, BE, SIZE 6" (FOR MAINLINE)HUNTER IC-DUAL, 2-WIRE DECODER CONTROLLERPVC MAINLINE, CLASS 200, BE, 18" BURY, SIZE 3"HUNTER PGP-ULTRA-SERIES, GEAR DRIVEN ROTOR, W/ 1.5 NOZZLEHUNTER PGP-ULTRA-SERIES, GEAR DRIVEN ROTOR, W/ 3.0 NOZZLEHUNTER, PROS-12-PRS40-CV SERIES, 12" POP UP W/MP1000 NOZZLEHUNTER, PROS-12-PRS40-CV SERIES, 12" POP UP W/MP STRIP NOZZLE HUNTER, PROS-12-PRS40-CV SERIES, 12" POP UP W/MP2000 NOZZLEHUNTER, PROS-12-PRS40-CV SERIES, 12" POP UP W/MP3000 NOZZLETAP LOCATION, 2"1 FEBCO, REDUCED PRESSURE BACKFLOW, SIZE 2"122PVC SLEEVE, SCHEDULE 40, BE, SIZE 4" (FOR LATERAL)WIRE PATH FEBCO, REDUCED PRESSURE BACKFLOW, SIZE 1"3PVC MAINLINE, CLASS 200, BE, 18" BURY, SIZE 1"TAP LOCATION, 1"3 CL S P r o j e c t N u m b e r : 17 7 9 7 4 1 5 De s i g n e r : S K Sh e e t : 2 O F 3 65 0 S t e p h e n s o n H i g h w a y Tr o y , M i c h i g a n 4 8 0 8 3 P h o n e 2 4 8 . 5 8 8 . 2 1 0 0 F a x 2 4 8 . 5 8 8 . 3 5 2 8 ww w . J o h n D e e r e L a n d s c a p e s . c o m 8 0 0 . 3 4 7 . 4 2 7 2 Pr o j e c t N a m e : CH U R C H O F T H E L D S CA R M E L , I N D I A N A AR E A D E N O T E S DR I P 116th Street & Spring Mill Road Carmel, Indiana 46032 IR R I G A T I O N PL A N - A R E A B L6 0 2 THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS Au t h o r Ch e c k e r 20 1 1 5 0 7 JU L Y 3 1 , 2 0 1 2 1" = 30'1 IRRIGATION PLAN AREA B 1 " = 30' SH E E T N U M B E R IS S U E D : MH T N P R O J E C T N O . SE A L DR A W N B Y : CH E C K E D B Y : SH E E T N A M E DE S C R I P T I O N DA T E NO . CO N T R A C T O R T O V E R I F Y D R A W I N G S I N F I E L D U S E R E F L E C T L A S T RE V I S I O N D A T E . DE S C R I P T I O N DA T E NO . MH T N A r c h i t e c t s , I n c . 42 0 E a s t S o u t h T e m p l e Su i t e 1 0 0 Sa l t L a k e C i t y , U t a h 8 4 1 1 1 Te l e p h o n e ( 8 0 1 ) 5 9 5 - 6 7 0 0 Te l e f a x ( 8 0 1 ) 5 9 5 - 6 7 1 7 ww w . m h t n . c o m RA T I O A r c h i t e c t s , I n c . 10 7 S . P e n n s y l v a n i a S t r e e t Su i t e 1 0 0 In d i a n a p o l i s , I N 4 6 2 0 4 Te l e p h o n e ( 3 1 7 ) 6 3 3 - 4 0 4 0 Fa x ( 3 1 7 ) 6 3 3 - 4 1 5 3 ww w . R A T I O a r c h i t e c t s . c o m 10 0 % C O N S T R U C T I O N D O C U M E N T S 7- 3 1 - 2 0 1 2 1 Indianapolis Indiana Temple 10 0 % C O N S T R U C T I O N DO U M E N T S 116th Street & Spring Mill Road Carmel, Indiana 46032 IR R I G A T I O N PL A N - D e t a i l s L6 0 3 THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS Au t h o r Ch e c k e r 20 1 1 5 0 7 JU L Y 3 1 , 2 0 1 2 SH E E T N U M B E R IS S U E D : MH T N P R O J E C T N O . SE A L DR A W N B Y : CH E C K E D B Y : SH E E T N A M E DE S C R I P T I O N DA T E NO . CO N T R A C T O R T O V E R I F Y D R A W I N G S I N F I E L D U S E R E F L E C T L A S T RE V I S I O N D A T E . DE S C R I P T I O N DA T E NO . MH T N A r c h i t e c t s , I n c . 42 0 E a s t S o u t h T e m p l e Su i t e 1 0 0 Sa l t L a k e C i t y , U t a h 8 4 1 1 1 Te l e p h o n e ( 8 0 1 ) 5 9 5 - 6 7 0 0 Te l e f a x ( 8 0 1 ) 5 9 5 - 6 7 1 7 ww w . m h t n . c o m RA T I O A r c h i t e c t s , I n c . 10 7 S . P e n n s y l v a n i a S t r e e t Su i t e 1 0 0 In d i a n a p o l i s , I N 4 6 2 0 4 Te l e p h o n e ( 3 1 7 ) 6 3 3 - 4 0 4 0 Fa x ( 3 1 7 ) 6 3 3 - 4 1 5 3 ww w . R A T I O a r c h i t e c t s . c o m 10 0 % C O N S T R U C T I O N D O C U M E N T S 7- 3 1 - 2 0 1 2 1 CL S P r o j e c t N u m b e r : 17 7 9 7 4 1 5 De s i g n e r : S K Sh e e t : 3 O F 3 65 0 S t e p h e n s o n H i g h w a y Tr o y , M i c h i g a n 4 8 0 8 3 P h o n e 2 4 8 . 5 8 8 . 2 1 0 0 F a x 2 4 8 . 5 8 8 . 3 5 2 8 ww w . J o h n D e e r e L a n d s c a p e s . c o m 8 0 0 . 3 4 7 . 4 2 7 2 Pr o j e c t N a m e : CH U R C H O F T H E L D S CA R M E L , I N D I A N A Indianapolis Indiana Temple 10 0 % C O N S T R U C T I O N DO U M E N T S Ju l y 30 , 20 1 2 Ju l y 30 , 20 1 2 Ju l y 30 , 20 1 2 Ju l y 30 , 20 1 2 Se p t e m b e r 25 , 20 1 2 Se p t e m b e r 19 , 20 1 2 Se p t e m b e r 19 , 20 1 2 Se p t e m b e r 25 , 20 1 2 HE A T E X C H A N G E R - S N O W M E L T GL Y C O L M A K E - U P U N I T SY M B O L L E G E N D AI R C O O L E D W A T E R C H I L L E R GA S F I R E D H E A T I N G W A T E R B O I L E R CH I L L E D W A T E R P U M P HE A T I N G W A T E R P U M P GL Y C O L S N O W M E L T H E A T I N G W A T E R P U M P S HE A T I N G C O I L W A T E R C I R C U L A T I N G P U M P BO I L E R C I R C U L A T I N G W A T E R P U M P OR PL U G V A L V E CH I L L E D W A T E R R E T U R N CH W R RA NKSA SD SC WWG DIF F U S E R O R R E T U R N A I R G R I L L E N E C K DU C T S M O K E D E T E C T O R WA T E R M A I N - ( O U T S I D E ) SO F T C O L D W A T E R SU P P L Y A I R RE T U R N A I R DO M E S T I C H O T W A T E R SO I L O R W A S T E VE N T GA S CO L D W A T E R HW S CH W S HW R FD RDFS D FL O O R D R A I N , F L O O R S I N K O R R O O F D R A I N SO L E N O I D V A L V E CH I L L E D W A T E R S U P P L Y BU I L D I N G H O T ( H E A T I N G ) W A T E R R E T U R N BU I L D I N G H O T ( H E A T I N G ) W A T E R S U P P L Y DIR T L E G SA F E T Y O R R E L I E F V A L V E GL O B E V A L V E DR A I N BL I N D F L A N G E PIP E A N C H O R FL O W C O N T R O L L E R O R B A L A N C E V A L V E GA U G E W I T H G A U G E C O C K ( C O C K T O B E B A L L V A L V E ) PR E S S U R E R E D U C I N G V A L V E - ( P R V ) PR E S S U R E / T E M P E R A T U R E T E S T P L U G ( P E T E ' S P L U G ) GA U G E C O C K ( C O C K T O B E B A L L V A L V E ) TH E R M O M E T E R O R G A U G E W E L L TH E R M O M E T E R ST R A I N E R CO N C E N T R I C R E D U C E R EC C E N T R I C R E D U C E R CA P CO M B I N A T I O N S M O K E / F I R E D A M P E R F. S . D . SA.D . CO N T R O L V A L V E ( P L A N V I E W ) 2 W A Y C O N T R O L V A L V E 3 W A Y C O N T R O L V A L V E CH E C K V A L V E BU T T E R F L Y V A L V E GA T E V A L V E BA L L V A L V E UN I O N VA L V E I N R I S E RIS E I N P I P E DR O P I N P I P E RE T U R N A I R G R I L L E TE M P E R A T U R E S E N S O R OP P O S E D B L A D E D A M P E R PA R A L L E L B L A D E D A M P E R BR A N C H D U C T T A K E - O F F EX H A U S T G R I L L E AC C E S S D O O R F O R F I R E D A M P E R FA C T O R Y M A D E D U C T C O N N E C T I O N RE T U R N A I R O R E X H A U S T D I R E C T I O N SU P P L Y A I R D I R E C T I O N SU P P L Y D I F F U S E R H.D . RIS E 24 " x 1 8 " + 1 " A L 24 " x 1 2 " SY M B O L DU C T S I Z E , I N S I D E C L E A R D I M E N S I O N I N I N C H E S RE T U R N A I R O R E X H A U S T D U C T ( C R O S S S E C T I O N ) RIS E O R D R O P I N R O U N D O V A L D U C T AC C O U S T I C A L L I N I N G I N D U C T DR O P O R R I S E I N S U P P L Y D U C T IN S I D E C L E A R D I M E N S I O N I N I N C H E S TU R N I N G V A N E S I N D U C T HA N D D A M P E R DU C T R I S E RO U N D D U C T ( C R O S S S E C T I O N ) SU P P L Y D U C T ( C R O S S S E C T I O N ) DE S C R I P T I O N SN O W M E L T H E A T I N G W A T E R R E T U R N SH W R SH W S S N O W M E L T H E A T I N G W A T E R S U P P L Y SE E S P E C I F I C A T I O N S E C T I O N 2 3 2 1 2 3 SE E S P E C I F I C A T I O N S E C T I O N 2 3 2 1 2 3 SE E S P E C I F I C A T I O N S E C T I O N 2 3 5 2 3 3 CH W P - 1 CH W P - 2 SY M B O L HW P - 2 HW P - 1 SY M B O L SY M B O L UN I T T O O B T A I N C A P A C I T Y A T 8 0 0 f t . E L E V . SE E S P E C I F I C A T I O N S E C T I O N 2 3 6 4 0 0 SY M B O L C-1 B-2B-1 18 0 12 0 1 5 0 2 , 0 0 0 1 , 7 6 0 4 6 0 6 0 3 E V - 2 0 0 0 EL E C T R I C A L EL E C T R I C A L FE E T SH U T - O F F 6565HE A D 72 HE A D 72 % E F F . 14 0 6 8 14 0 GP M 68 46 0 VO L T 46 0 8080 8 7 87 HE A D FE E T HE A D SH U T - O F F (F T ) 39 0 39 0 7878 46 0 46 0 % E F F . GP M VO L T 60 3 60 HE R T Z 3 PH A S E 55HP 17 5 0 17 5 0 RP M HE A T I N G W A T E R DU T Y HE A T I N G W A T E R 6060 33 1515 HE R T Z PH A S E HP CH I L L E D W A T E R CH I L L E D W A T E R 17 5 0 17 5 0 RP M D U T Y MB T U / H R AT A L T I T U D E OU T P U T 1,7 6 0 EL E C T R I C A L PH A S E EN T E R I N G / WATER TEMP. F LE A V I N G CH I L L E R 43 / 5 5 18 0 WA T E R TE M P F LE A V I N G EN T E R I N G GP M 12 0 1 5 0 WA T E R TE M P F 90 RE Q U I R E D TO N S 19 5 GP M 2,0 0 0 MB T U / H R IN P U T MA X I M U M PR E S S U R E 7.5 DR O P FE E T 46 0 6 0 VO L T S H Z . EL E C T R I C A L 46 0 VO L T S P H A S E 60HZ 3 3 R 4 1 0 A RE F . TH E R M A L S O L U T I O N S EV - 2 0 0 0 MO D E L 98 CO N D E N S E R F EA T 30 R B 1 1 0 MO D E L CA R R I E R PRIMARYREMARKS STAND-BY 3B C 2B C 2B C SIZ E 3B C BE L L & G O S S E T T TY P E 15 1 0 SE R I E S 15 1 0 FL E X I B L E C O U P L E D E N D S U C T I O N TY P E 15 1 0 15 1 0 BE L L & G O S S E T T SE R I E S SIZ E STAND-BYPRIMARYREMARKSSTAND-BY - FULL MODULATION REMARKS MIN I M U M U N I T 90 " x 8 8 " x 1 4 1 " AM P S PR O T E C T I O N OV E R C U R R E N T MA X 25 0 22 4 . 1 CIR C U I T AM P S MIN . MA X . U N I T S I Z E H x W x L REMARKS PRIMARY - FULL MODULATION FO U L I N G FA C T O R 0. 0 0 0 1 8.2 EE R A T A R I 35% PROP. GLYCOL EV O L U T I O N EV O L U T I O N SE R I E S PH A S E CO N T R O L P O W E R 12 0 6 0 VO L T S H Z . 1 MAX. SOUND POWER LEVEL db AT 50 FT. FROM CHILLER OCTAVE BAND 63 H Z 57 6 3 12 5 H Z 60 25 0 H Z 60500 HZ 601000 HZ 552000 HZ 524000 HZ 458000 HZ 64 FL E X I B L E C O U P L E D E N D S U C T I O N FL E X I B L E C O U P L E D E N D S U C T I O N FL E X I B L E C O U P L E D E N D S U C T I O N SE E S P E C I F I C A T I O N S E C T I O N 2 3 0 5 2 4 CA P A C I T Y SY M B O L RE M A R K S DU T Y VO L T HD P S I TA N K GP M H P PU M P MA X . RP M HZ P H PR O P . G L Y C O L % GM U - 1 5 0 1 . 3 1 0 0 1 / 3 1 7 5 0 1 2 0 C H I L L E D W A T E R 60 1 3 5 SE E S P E C I F I C A T I O N S E C T I O N 2 3 5 7 1 9 HX - 2 SY M B O L EN T E R I N G SN O W M E L T W A T E R S I D E , 5 0 % P R O P . G L Y C O L HE A T I N G W A T E R S I D E WA T E R WA T E R PD GP M 22 . 5 (F T )9 TE M P . 18 0 TE M P . 14 0 MA X EN T E R I N G LE A V I N G GP M W A T E R PD 41 2 . 6 (F T ) 11 7 . 5 TE M P . MA X WA T E R MODEL 14 0 TE M P . SX13-350-17 LE A V I N G ARMSTRONG SNOW MELTSERVICE304 SS PLATESREMARKSGLYCOL%50PROP HE A T I N G CA P A C I T Y 45 0 , 0 0 0 BT U H - SE E S P E C I F I C A T I O N S E C T I O N 2 3 2 1 2 3 SY M B O L SM P - 2 SM P - 1 EL E C T R I C A L FE E T SH U T - O F F 6060HE A D 62 HE A D 62 % E F F . 41 4 4 41GP M 44 46 0 VO L T 46 0 60 3 60 HE R T Z 3 PH A S E 22HP 17 5 0 17 5 0 RP M SN O W M E L T H E A T I N G W A T E R DU T Y SN O W M E L T H E A T I N G W A T E R 1- 1 / 4 B C 1- 1 / 4 B C BE L L & G O S S E T T TY P E 15 1 0 SE R I E S 15 1 0 SIZ E STAND-BYPRIMARYREMARKS FL E X I B L E C O U P L E D , E N D S U C T I O N GM U - 2 5 0 1 . 3 1 0 0 1 / 3 1 7 5 0 1 2 0 S N O W M E L T 60 1 5 0 - dBA 3 AM P S 3 35 % P R O P 35 50 50 % P R O P GL Y C O L GL Y C O L SE E S P E C I F I C A T I O N S E C T I O N 2 3 2 1 2 3 SY M B O L CP - 1 0 0 EL E C T R I C A L FE E T SH U T - O F F 30HE A D HE A D 34 % E F F . 50GP M 43 VO L T 46 0 6 0 HE R T Z 3 PH A S E 1HP 17 5 0 RP M D U T Y HC - 1 0 0 1-1 / 2 x 6 - 1 / 4 BE L L & G O S S E T T TY P E SE R I E S 60 SIZ E -REMARKS IN - L I N E SE E S P E C I F I C A T I O N S E C T I O N 2 3 2 1 2 3 SY M B O L BC P - 2 BC P - 1 EL E C T R I C A L FE E T SH U T - O F F 2020HE A D 28 HE A D 28 % E F F . 12 0 6 0 12 0 GP M 60 46 0 VO L T 46 0 60 3 60 HE R T Z 3 PH A S E 1-1 / 2 1-1 / 2 HP 17 5 0 17 5 0 RP M BO I L E R B - 2 DU T Y BO I L E R B - 1 3x3 x 5 - 1 / 4 3x3 x 5 - 1 / 4 BE L L & G O S S E T T TY P E 60 SE R I E S 60 SIZ E --REMARKS IN - L I N E IN - L I N E 1.51.5HP FL E X I B L E C O U P L E D , E N D S U C T I O N C-2 43 / 5 5 90 1 9 5 7 . 5 4 6 0 6 0 3 R 4 1 0 A 98 3 0 R B 1 1 0 2 5 0 22 4 . 1 0.0 0 0 1 8.2 12 0 6 0 1 90 " x 8 8 " x 1 4 1 " CO N D I T I O N I N G 8888 TH E R M A L MIN . EF F . % GM U - 3 5 0 1 . 3 1 0 0 1 / 3 1 7 5 0 1 2 0 H E A T I N G W A T E R 60 1 3 5 - 35 35 % P R O P . G L Y C O L 35 % P R O P GL Y C O L 35 35 % P R O P GL Y C O L 57 6 3 6 0 6 0 6 0 5 5 5 2 4 5 6 4 35% PROP. GLYCOL SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, Utah 84010 Telephone (801) 322-0487 Telefax (801) 322-0490 www.heatheng.com 8/6/2012 12:32:02 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\jbeal\Documents\REVIT PROJECTS\v12\11071-Mech-CF_Indianapolis Temple-v12_jbeal.rvt MECHANICAL EQUIPMENT SCHEDULES M-001Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012JTBChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 BU I L D I N G E N T R Y S N O W M E L T I N G C A P A C I T Y R E Q U I R E M E N T S ZO N E N O . Z O N E N A M E PR I M A R Y SP A C I N G (IN C H E S ) PR I M A R Y AR E A ( S Q . FT . ) HE A T I N G IN T E N S I T Y (B T U / S Q . F T . ) RE Q U I R E D HE A T ( B T U H ) GL Y C O L CO N C E N T R A T I O N (P R O P . G L Y C O L ) SU P P L Y F L U I D TE M P ( D E G . F ) DE L T A T (D E G . F ) NO . O F CIR C U I T S AP P R O X GP M / CIR C U I T TO T A L G P M MA X . T U B E HE A D L O S S (F T ) WIRSBO MODELTOTAL LENGTH (FT)/CIRCUITEFFECTIVELENGTH (FT)/CIRCUITREMARKS TU B E T Y P E S I Z E 1 MA I N T E M P L E E N T R A N C E ST A I R S 6 1 0 7 2 1 8 5 1 9 8 3 2 0 5 0 % 1 4 0 2 5 1 1 1 . 6 1 7 . 6 9 . 7 H E P E X 5 / 8 2 2 0 1 9 4 USE 4" O.C.TUBE SPACING ON STAIRS 2 MA I N T E M P L E E N T R A N C E WA L K W A Y 6 6 0 0 1 8 5 1 1 1 0 0 0 5 0 % 1 4 0 2 5 6 1 . 6 5 9 . 9 1 0 . 7 H E P E X 5 / 8 2 3 0 2 0 0 3 B A P T I S T R Y E N T R A N C E 6 7 1 4 1 8 5 1 3 2 0 9 0 5 0 % 1 4 0 2 5 8 1 . 4 5 1 1 . 6 7 . 4 H E P E X 5 / 8 2 0 0 1 7 8 USE 4" O.C.TUBE SPACING ON STAIRS AI R C O M P R E S S O R CO N D E N S A T E P U M P I N G U N I T ST E A M P R E S S / S P O T T I N G T A B L E V A C U U M ST E A M T R A P S BL O W D O W N S E P A R A T O R VE R T I C A L C O N D E N S A T E R E T U R N U N I T EL E C T R I C S T E A M B O I L E R CH E M I C A L F E E D S Y S T E M FL A S H T A N K EXPANSION TANKS AIR SEPARATOR CI R C U I T B A L A N C I N G V A L V E S C H E D U L E UN I T H E A T E R ( H E A T I N G W A T E R ) SE E S P E C I F I C A T I O N S E C T I O N 2 3 0 5 2 6 14 0 19 5 GP M AS - 2 AS - 1 SY M B O L CHILLED WATER HEATING WATER SE E S P E C I F I C A T I O N S E C T I O N 2 3 0 5 2 5 A N D 2 2 3 4 3 6 IN - L I N E IN - L I N E TY P E 449462MODELHEATING WATERCHILLED WATERSERVICE TA N K VO L U M E G A L . ET - 2 SY M B O L ET - 1 44 . 5 2 2 . 6 33 . 6 1 1 . 3 AC C E P T VO L U M E DUTY AX80VAMTROLAX60VMODELVERTICALARRANGEMENTVERTICAL--REMARKS 40 AS - 3 I N - L I N E 4 4 7 SNOW MELTSNOW MELT ET - 3 4 4 . 5 2 2 . 6 AX80VVERTICAL---REMARKS - MA X . W T R P R E S S DR O P F T . SE E S P E C I F I C A T I O N S E C T I O N 2 3 8 2 3 9 GP M F L O W SE E S P E C I F I C A T I O N S E C T I O N 2 3 0 5 1 6 NO M I N A L AIR F L O W UH - 1 SY M B O L 30 0 17 0 22 0800.5 9 45301542MIN . 2- 1 / 2 " DIS C H A R G E HO R I Z O N T A L CF M 13 4 0 BT U H 35 , 7 0 0 MIN . C A P . 65 0 40 0 50 0 17 5 5"4" 4" F & G 3" HE A T I N G EN T . A I R TE M P F TE M P F 18 0 6 0 EN T . W T R 1.9 GP M RE Q U I R E D B A L A N C I N G 2.5 1 / 2 " 21 10 065329.55 1- 1 / 4 " 1- 1 / 2 " 2" 3/4 " 1" MA X . BE L L & G O S S E T T C B VA L V E S I Z E RE M A R K S AR E A S E R V E D - EL E C T R I C A L 1/8 1 HP 12 0 6 0 VO L T S H E R T Z MO D I N E M O D E L HC 8 6 5 0 1 1 PH A S E REMARKS - PR O V I D E A N D I N S T A L L C I R C U I T B A L A N C I N G V A L V E S O F S I Z E IN D I C T A E D F O R T H E R E Q U I R E D G P M F L O W R A T E . P R O V I D E RE D U C E R S A S R E Q U I R E D A T V A L V E . SE L E C T I O N B A S E D O N B E L L & G O S S E T T C B A T A M A X I M U M 2 .3 F T . H D . PR E S S U R E D R O P . 4"6"SIZE 2-1/2"AMTROL SE E S P E C I F I C A T I O N S E C T I O N 2 3 6 2 1 3 VO L T S AC - 1 SY M B O L TA N K CA P A C I T Y 20 HE R T Z 60 PH A S E EL E C T R I C A L 12 0 1 HP 2 PR E S S U R E 12 5 P S I AIR F L O W REMARKS - GA L . VO L U M E 50 C F M AIR MO D E L ST W 2 9 WE S T W A R D SE E S P E C I F I C A T I O N S E C T I O N 2 3 5 6 1 6 FA C T O R Y M O U N T E D A N D P I P E D O N A C O M M O N S K I D W I T H B O I LER SB-1 AND CONDENSATE RETURN UNIT CRU-1 FA C T O R Y M O U N T E D A N D P I P E D O N A C O M M O N S K I D W I T H B O I LER SB-1 AND CONDENSATE RETURN UNIT CRU-1BS-1, CONDENSATE RETURN UNIT CRU-1 AND CHEMICAL TREATMENT.FACTORY MOUNTED AND PIPED ON A COMMON SKID WITH BLOW DOWN SEPARATORREMARKS RP M MA X I M U M CO N D E N S A T E / H R MIN I M U M C A P A C I T Y SE E S P E C I F I C A T I O N S E C T I O N 2 3 2 2 0 0 VO L T S VA C - 1 SY M B O L MIN I M U M PR E S S U R E CA P 1 ST - 2 ST - 1 T H E R M O D Y N A M I C FL O A T A N D T H E R M 0 S T A T I C HE R T Z 60 PH A S E EL E C T R I C A L 12 0 1 HP 1/2 MO D E L D-1 BV A C 90 15 90 15 60 10 0 SE E S P E C I F I C A T I O N S E C T I O N 2 3 5 2 3 4 SE E S P E C I F I C A T I O N S E C T I O N 2 3 2 2 0 0 CR P - 1 SY M B O L TY P E 6 BD S - 1 SY M B O L OF E A C H P U M P CA P A C I T Y , G P M MIN I M U M 35 . 6 PR E S S U R E PS I G DIF F E R E N T I A L IN L E T P R E S S U R E PS I G 15 10 LB S O F 2 CA P A C I T Y , G A L MIN I M U M TA N K ( R E C E I V E R ) PR E S S U R E DIS C H A R G E PS I G 15 0 PU M P S OFNO . F- 5 0 REMARKS ---HERTZ PU M P M O T O R ( E A C H ) 17 5 0 ST A I N L E S S S T E E L 120 1/3 6 0 MIN I M U M DR I V E PU M P S H A F T TY P E O F VO L T A G E HP REMARKS1220AURORAPHASESERIES 60 HE R T Z BU R N E R E L E C T R I C A L AR R A N G E M E N T SE E S P E C I F I C A T I O N S E C T I O N 2 3 5 2 3 4 BT U / H R OU T P U T 12 3 , 0 0 0 SE E S P E C I F I C A T I O N S E C T I O N 2 3 5 2 3 4 SY M B O L CR U - 1 SY M B O L CA P A C I T Y GA L L O N VE R T I C A L SY M B O L ES B - 1 3 6 KW MO D E L FU L T O N VO L T S 46 0 MIN . P R E S S U R E RA T I N G P S I G GA L L O N S 71 HE R T Z PU M P E L E C T R I C A L 60 3 PH A S E OP E R A T I N G PR E S S U R E MIN . ST E A M LB S / H R 81 9 0 PS I G 46 0 VO L T S MO D E L FU L T O N 3HP VT - 5 0 PH A S E 3 4 6 AM P S FB L - 0 3 6 FU L T O N MO D E L REMARKSREMARKS -REMARKS 3C15D4MODELAURORA ST - 3 90 9 0 6 0 S T E A M P R E S S MA I N D R I P MA I N D R I P DU T Y SIZESPIRAX SARCO TD52L-1/2 FT-15-3/4 TD52L-1/2 TH E R M O D Y N A M I C - ST - 4 90 9 0 6 0 S P O T T I N G T A B L E TH E R M O D Y N A M I C - SE E S P E C I F I C A T I O N S E C T I O N 2 3 5 2 3 4 SS C T - 1 50 G A L SY M B O L CA P A C I T Y HE R T Z PU M P E L E C T R I C A L 11 5 6 0 VO L T A G E 1 16 0 0 CH E M I C A L PH A S E RP M FA C T O R Y M O U N T E D A N D P I P E D O N A C O M M O N S K I D W I T H B O I LER SB-1 AND CRU-1REMARKS 2-3 0 - 1 5 0 8 MO D E L FE E D S Y S T E M SE E S P E C I F I C A T I O N S E C T I O N 2 3 2 2 0 0 FT - 1 SY M B O L REMARKS - SIZ E 6 SP I R A S A R C O TD52L-1/2 65 0 45 0 13 0 0 95 0 8"6" SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, Utah 84010 Telephone (801) 322-0487 Telefax (801) 322-0490 www.heatheng.com 8/22/2012 4:42:35 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\jbeal\Documents\REVIT PROJECTS\v12\11071-Mech-CF_Indianapolis Temple-v12_jbeal.rvt MECHANICAL EQUIPMENT SCHEDULES M-002Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012JTBChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 20121August 27,2012Addendum #1 1111 GR I L L E A N D D I F F U S E R S C H E D U L E IN - L I N E V E N T I L A T I O N DR Y E R V E N T E X H A U S T F A N AI R F L O W M E A S U R E M E N T S T A T I O N VA R I A B L E F R E Q U E N C Y D R I V E S MO T O R I Z E D D A M P E R OUTSIDE AIR DAMPERRETURN AIR DAMPER FI L T E R S E C T I O N CO O L I N G C O I L SU P P L Y A I R F A N PA C K A G E D A I R H A N D L I N G U N I T AI R H A N D L I N G U N I T RE T U R N / R E L I E F A I R F A N HE A T I N G C O I L VA R I A B L E F R E Q U E N C Y D R I V E S HU M I D I F I E R HU M I D I F I C A T I O N I N J E C T O R RO O F T O P E X H A U S T F A N LO U V E R E D P E N T H O U S E SE E S P E C I F I C A T I O N 2 3 3 7 1 5 MO D E L SE E S P E C I F I C A T I O N S E C T I O N 2 3 3 7 1 3 SY M B O L MA N U F A C T U E R DE S C R I P T I O N RE M A R K S S-1 TD C TIT U S CE I L I N G D I F F U S E R - S U R F A C E - S-2 ML 3 8 " L D S " TIT U S CE I L I N G L I N E A R S L O T WH I T E I N T E R I O R E-1 25 R L TIT U S CE I L I N G E X H A U S T - E- 2 25 R L TIT U S SID E W A L L E X H A U S T - R- 1 25 R L TIT U S CE I L I N G R E T U R N - R- 2 GR E C I A N # 2 0 2 AR C H I T E C T U R A L G R I L L E AR C H S I D E W A L L ME D I U M B R O N Z E F I N I S H R- 3 33 R L TIT U S SID E W A L L R E T U R N - T- 1 25 R L TIT U S CE I L I N G T R A N S F E R - S-3 RF D TR O X RO U N D S W I R L - SE E S P E C I F I C A T I O N S E C T I O N 2 3 3 4 0 0 AIR F L O W VF - 1 VF - 2 SY M B O L 1/4 0.7 5 40 0 2 2 5 w 1 2 0 6 0 1 DIR E C T IN S T R U C T I O N D GN - 7 4 0 355662554630303450 NO M . HP CF M BH P VO L T S FA N M O T O R HT Z P H DR I V E MO D E L CO O K DU T Y OCTAVE BANDMAXIMUM SOUND LEVELS dB 12345678LWA 35dBAREMARKS 14 5 6 RP M FA N - VF - 5 TO T A L ST A T I C PR E S S U R E VF - 3 VF - 4 1/4 0.7 5 40 0 2 2 5 w 1 2 0 6 0 1 DIR E C T IN S T R U C T I O N D GN - 7 4 0 14 5 6 - 1/4 0.7 5 40 0 2 2 5 w 1 2 0 6 0 1 DIR E C T I N S T R U C T I O N D GN - 7 4 0 14 5 6 - 1/4 0.7 5 40 0 2 2 5 w 1 2 0 6 0 1 D I R E C T I N S T R U C T I O N D GN - 7 4 0 14 5 6 - 1/2 0. 5 10 0 0 . 1 8 4 6 0 6 0 3 BE L T BO I L E R R O O M 16 5 S Q N - H P 93 4 - AIR F L O W DE F - 1 DE F - 2 SY M B O L 1/2 0.7 5 10 0 0 0 . 4 3 4 6 0 6 0 3 BE L T DR Y E R E X H A U S T 10 0 S Q N - B 758378768271686381 NO M . HP CF M BH P VO L T S FA N M O T O R HT Z P H DR I V E MO D E L CO O K DU T Y OCTAVE BANDMAXIMUM SOUND LEVELS dB 12345678LWA 70dBAREMARKS 22 9 4 RP M FA N ALL ALUMINUM TO T A L ST A T I C PR E S S U R E ALL ALUMINUM S-4 27 2 R S TIT U S SID E W A L L D O U B L E D E F L E C T I O N - SE E S P E C I F I C A T I O N S E C T I O N 2 3 7 3 0 0 SE E S P E C I F I C A T I O N S E C T I O N 2 3 7 3 0 0 FIL T E R S E C T I O N F U R N I S H E D W I T H F A N SE E S P E C I F I C A T I O N S E C T I O N 2 3 7 3 0 0 AIR F L O W NO M I N A L 38 , 0 0 0 CF M NO M I N A L 38 , 0 0 0 FL O W AIR F L O W TO T A L SE E S P E C I F I C A T I O N S E C T I O N 2 3 7 3 0 0 SE E S P E C I F I C A T I O N S E C T I O N 2 3 0 5 1 5 CH W P - 2 VF D - 4 72 " x 4 8 " DU C T W O R K ID SE E S P E C I F I C A T I O N 2 3 0 5 1 6 HW P - 1 HW P - 2 CH W P - 1 VF D - 1 VF D - 2 VF D - 3 SY M B O L DU T Y AF M - 1 0 0 SY M B O L O.A . D U C T AH U - 1 0 0 A N D DU T Y L O C A T I O N SF - 1 0 0 SE E S P E C I F I C A T I O N S E C T I O N 2 3 3 3 1 3 MD - 1 SY M B O L AP P R O X . SIZ E 12 " x 1 2 " TY P E OP P O S E D FS - 1 0 0 SY M B O L RE M A R K S RU S K I N CD - 6 0 MO D E L DU T Y CC - 1 0 0 - SY M B O L MO D E L GT A - 1 1 6 PH 1 24 VO L T 60HZ EL E C T R I C A L SY M B O L SY M B O L AH U - 1 0 0 CD-50MAX FINS PER INCH CD-50 38 , 0 0 0 4 . 5 FAN ARRAY, 4.8 8 2 1 9 9 4 6 0 6 0 3 5 20AHU-100 FA C E L O A D TO T A L PR E - F I L T E R HO L D I N G FIL T E R FIN A L F I L T E R 12 " M E R V 1 3 H E A D E R E D 2" M E R V 7 TY P E T Y P E FA C E A R E A 84 SQ . F T . AR R A N G E M E N T FR A M E EN T E R I N G WA T E R DB / W B D B / W B TE M P CF M 80 . 5 / 6 4 . 2 4 8 . 3 / 4 8 . 3 4 3 EN T E R I N G AIR AIR LE A V I N G AIR MB H TE M P M B H 12 5 8 MIN . 55 1 6 2 3 SE N S I B L E CO O L I N G LE A V I N G WA T E R C O O L I N G TO T A L SY M B O L APPROX.TYPE SE E S P E C I F I C A T I O N S E C T I O N 2 3 7 3 0 0 APPROX.14'-1"x2'-9" SE E S P E C I F I C A T I O N S E C T I O N 2 3 7 3 0 0 14'-1"x2'-9" OA D - 1 0 0 SY M B O L RE M A R K S AH U - 1 0 0 RA D - 1 0 0 PARALLELSIZETYPEPARALLELSIZEMAX. AIR SQ . F T . GP M SE C T . V E L . DROP 76 . 2 2 39 0 5 0 0 1 . 2 7 IN WC. TO T A L CO I L PE R MA X . FA C E PRESS.PRESSUREROWSHxL 4@36"x76.25"DROP, FT.24.610NOMINALCOIL FIN SIZE EACHWATERMAX.MIN. MIN I M U M O U T S I D E 6,5 0 0 AIR C F M BH P BU I L D I N G S U P P L Y A I R PR E S S U R E CF M IN . W C TO T A L ST A T I C FA N S QN T Y OF RP M FA N 24 ' - 1 " L x 1 5 ' - 2 " W x 7 ' - 4 " H UN I T S I Z E AIR H A N D L I N G MA X I M U M MO T O R E L E C T R I C A L HE R T Z VO L T S PH A S E H P DU T Y HUNT AIR TO T A L A H U M A X I M U M OP E R A T I N G W E I G H T ( L B ) TYPEFAN-SIZEFANDUTY REMARKS REMARKS AHU-100RUSKINMODELMODELAHU-100REMARKSAHU-100 RUSKIN10REMARKS-REMARKS DE F - 1 PH A S E 60 46 0 60 6060 FA N M O T O R VO L T S H E R T Z 3333 MO T O R S 1111 QU A N T I T Y O F DR I V E N HP 151555 TO T A L RE M A R K S EA C H EA TO T A L BH P 38 . 4 FPSVELOCITY 4.9WATER TO T A L AIR F L O W CF M 18 , 0 0 0 SE E S P E C I F I C A T I O N S E C T I O N 2 3 7 3 0 0 SY M B O L RA F - 1 0 0 A FA N A R R A Y , F A N W A L L 16 7 1 PR E S S U R E I N . 2.5WC OF 4 RP M TO T A L S T A T I C FA N E L E C T R I C A L C H A R A C T E R I S T I C S HP 46 0 EA C H 3.0 VO L T S P H A S E 60 HE R T Z 3 MO T O R FAN TYPEMAX. UNIT SIZE 14'-7"L x 6'-0"W x 6'-10"H QN T Y FA N S EA C H 2.7 BH P BH P TO T A L 10 . 7 8 SIZEFAN 20HUNT AIR AHU-100DUTY2CLASS2CLASS 40HP TO T A L GLYCOLPROP 35% SE E S P E C I F I C A T I O N S E C T I O N 2 3 7 3 0 0 NO M I N A L 38 , 0 0 0 FL O W PH C - 1 0 0 SY M B O L MAX FINS PER INCH TO T A L EN T E R I N G WA T E R DB D B TE M P CF M 36 5 8 1 6 0 EN T E R I N G AIR AIR LE A V I N G AIR MB H TE M P 94 6 12 0 5 0 . 5 HE A T I N G CA P A C I T Y LE A V I N G WA T E R MAX. AIR SQ . F T . GP M SE C T . V E L . DROP 84 . 6 2 4 5 0 . 0 5 IN WC. TO T A L CO I L PE R MA X . FA C E PRESS.PRESSUREROWSHxL 36x169.25DROP, FT.14.51NOMINALCOIL FIN SIZE EACHWATERMAX.MIN.REMARKS -6FPSVELOCITY5.2WATER MIN . HP TO T A L 12 NO T E S : EB T R O N RE F - 1 VF D - 5 60 3 1 3/4 RE F - 2 VF D - 6 60 3 1 1 2. S E E V A R I A B L E F R E Q U E N C Y D R I V E ( V F D ) S C H E D U L E F O R FA C T O R Y I N S T A L L E D V F D R E Q U I R E M E N T S . - SE E S P E C I F I C A T I O N S E C T I O N 2 3 7 3 0 0 A N D 2 3 0 5 1 5 AH U - 1 0 0 AH U - 1 0 0 VF D - 1 0 0 VF D - 1 0 1 SY M B O L DU T Y PH A S E 46 0 46 0 6060 FA N M O T O R VO L T S H E R T Z 33 FA N M O T O R S 88 QU A N T I T Y O F DR I V E N EA 55 HP 4040 BH P 38 . 4 38 . 4 HP T O T A L TO T A L REMARKS DR I V E S F U R N I S H E D W I T H B Y D I V I S I O N 2 3 . T H E D R I V E S S HALL MATCH TH E M O T O R S P R O V I D E D W I T H T H E F A N S . D I V I S I O N 2 3 A N D DIVISION 26 SHALL CO O R D I N A T E T H E E F F O R T S O F T H E S U P P L I E R S A N D T H E E L E CTRICAL CONTRACTOR FOR PO W E R , W I R I N G , A N D C O N T R O L W O R K , E T C . V F D - 1 0 0 , V F D -101, VFD-102, VFD-103, VFD-104 AN D V F D - 1 0 5 F U R N I S H E D W I T H A I R H A N D L I N G U N I T S . DE F - 1 VF D - 7 60 3 1 1/2 FAN WALL SE E S P E C I F I C A T I O N S E C T I O N 2 3 8 4 0 0 H- 1 0 0 SY M B O L - PH A S E HE R T Z VO L T S LB / H R 18 0 46 0 6 0 3 61 . 2 EL E C T R I C A L C H A R A C T E R I S T I C S CA P A C I T Y KW RE M A R K S 0- 1 8 0 MO D U L A T I O N LB / H R RA T E D A M P S 73 . 7 MA X O V E R C U R R E N T 10 0 PR O T E C T I O N ( A M P S ) NO R T E C M O D E L NH R S - 1 8 0 SE E S P E C I F I C A T I O N S E C T I O N 2 3 8 4 0 0 SY M B O L HI- 1 0 0 18 0 LB / H R CF M 38 , 0 0 0 EN T E R I N G A I R BE F O R E H U M I D I F I C A T I O N DE G . F . d b R H % 38 55 AF T E R H U M I D I F I C A T I O N LE A V I N G A I R DE G . F . d b R H % 49 55 AB S O R P T I O N DIS T A N C E I N . 2.5 S H O R T A B S O R P T I O N M A N I F O L D ( S A M - e ) MO D E L NO R T E C SE R V I C E IN S T A L L I N A H U - 1 0 0 RE M A R K S - MA X I M U M CA P A C I T Y DR I V E S F U R N I S H E D W I T H B Y DIV I S I O N 2 3 . T H E D R I V E S SH A L L M A T C H T H E M O T O R S PR O V I D E D W I T H T H E F A N S . DIV I S I O N 2 3 A N D D I V I S I O N 2 6 SH A L L C O O R D I N A T E T H E EF F O R T S O F T H E S U P P L I E R S AN D T H E E L E C T R I C A L CO N T R A C T O R F O R P O W E R , WIR I N G , A N D C O N T R O L W O R K , ET C . RA F - 1 0 0 RA F - 1 0 0 VF D - 1 0 2 VF D - 1 0 3 46 0 46 0 6060 33 44 33 1212 10 . 8 10 . 8 MD - 2 1 2 " x 1 2 " O P P O S E D C D - 6 0 - DE F - 2 MD - 3 2 4 " x 2 4 " O P P O S E D C D - 6 0 - BO I L E R R O O M R E L I E F MD - 4 24 " x 2 4 " O P P O S E D C D - 6 0 - RE F - 1 MD - 5 30 " x 3 0 " O P P O S E D C D - 6 0 - RE F - 2 MD - 6 24 " x 2 4 " O P P O S E D C D - 6 0 - VF - 5 46 0 46 0 46 0 46 0 46 0 46 0 35566255463030345035 35566255463030345035 35566255463030345035 59666764615853476553GLYCOLPROP35% 18 , 0 0 0 RA F - 1 0 0 B FA N A R R A Y , F A N W A L L 16 7 1 2.5 4 4 6 0 3 . 0 60 3 2.7 10 . 7 8 20AHU-1012 12 RA F - 1 0 1 RA F - 1 0 1 VF D - 1 0 4 VF D - 1 0 5 46 0 46 0 6060 33 44 33 1212 10 . 8 10 . 8 SE E S P E C I F I C A T I O N S E C T I O N 2 3 3 4 0 0 AIR F L O W RE F - 1 RE F - 2 SY M B O L 3/4 0.7 5 30 0 0 0 . 7 5 4 6 0 6 0 3 BE L T G E N E R A L B U I L D I N G E X H . 21 0 A C R U - H P 677672787468635976 NO M . HP CF M BH P VO L T S FA N M O T O R HT Z P H DR I V E MO D E L CO O K DU T Y OCTAVE BANDMAXIMUM SOUND LEVELS dB 12345678LWA 64dBAREMARKS 10 2 3 RP M FA N - TO T A L ST A T I C PR E S S U R E 1 0.7 5 38 5 0 0 . 9 4 6 0 6 0 3 B E L T F O N T E X H A U S T 30 0 A C R U - H P 57 2 -63737170646158536958 DE F - 2 VF D - 8 60 3 1 1/2 46 0 SY M B O L LP - 1 AIR F L O W 38 , 0 0 0 CF M MA X . P R E S S U R E 0.1 0 DR O P I N C H E S W . C . 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D U C T GT A - 1 1 6 1 24 6 0 30 " x 1 0 " AF M - 1 0 2 O.A . D U C T AH U - 2 0 0 GT A - 1 1 6 1 24 6 0 SE E S P E C I F I C A T I O N S E C T I O N 2 3 3 4 0 0 AH U - 2 0 0 AH U - 1 0 0 A N D AH U - 2 0 0 76 " x 5 2 " DU C T W O R K OD 76 " x 5 2 " 34 " x 1 4 " S-5 OM N I TIT U S CE I L I N G P L A Q U E D I F F U S E R S U R F A C E - R- 4 PA I N T E D - S E E A R C H I T E C T U R A L F O R C O L O R GR E C I A N # 2 0 2 AR C H I T E C T U R A L G R I L L E AR C H S I D E W A L L 1/2 0.7 5 10 0 0 0 . 4 3 4 6 0 6 0 3 BE L T DR Y E R E X H A U S T 10 0 S Q N - B 75837876827168638170 22 9 4 VF - 5 VF D - 1 0 60 3 1 1/2 46 0 SE C T . 2No .OF SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, Utah 84010 Telephone (801) 322-0487 Telefax (801) 322-0490 www.heatheng.com 8/22/2012 4:42:36 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\jbeal\Documents\REVIT PROJECTS\v12\11071-Mech-CF_Indianapolis Temple-v12_jbeal.rvt MECHANICAL EQUIPMENT SCHEDULES M-003Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012JTBChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 20121August 27,2012Addendum #1 1111 1111 1111 1111 1111 VA R I A B L E V O L U M E W I T H R E H E A T ( V A V R ) BA L A N C E M I N I M U M M A X . H E A T I N G C O I L 3 5 % P R O P Y L E N E G L Y C O L MIN. SY M B O L A I R F L O W A I R F L O W A I R F L O W H T G . C A P A C I T Y GP M EW T M A X . P R E S S U R E T I T U S I N L E T R E M A R K S CL G . C F M C F M H T G . C F M B T U / H R D E G F . D R O P , F T . W . C . S I Z E S I ZE IN. VA V R - 1 0 0 2 4 0 6 0 1 7 5 7 , 5 0 3 0 . 5 1 8 0 0 . 3 6 6 VA V R - 1 0 1 9 6 0 1 6 5 6 5 5 2 8 , 2 2 5 1 . 5 1 8 0 0 . 5 1 0 1 0 VA V R - 1 0 2 1 4 5 0 4 7 5 4 7 5 1 9 , 9 9 2 1 . 1 1 8 0 0 . 1 1 4 1 4 VA V R - 1 0 6 1 1 0 0 2 3 5 3 8 0 1 6 , 3 4 3 0 . 9 1 8 0 0 . 3 1 2 1 2 VA V R - 1 1 0 7 6 0 1 6 5 4 7 5 2 0 , 4 8 0 1 . 1 1 8 0 0 . 2 1 0 1 0 VA V R - 1 1 2 5 4 0 1 0 5 2 0 0 8 , 5 7 3 0 . 5 1 8 0 0 . 4 8 8 VA V R - 1 1 5 7 9 0 1 6 5 2 8 5 1 2 , 2 1 6 0 . 7 1 8 0 0 . 2 1 0 1 0 VA V R - 1 1 9 3 5 0 1 0 5 1 0 5 2 , 8 4 0 0 . 5 1 8 0 0 . 2 8 8 VA V R - 1 2 3 1 1 8 0 3 2 0 3 2 0 1 2 , 8 5 7 0 . 7 1 8 0 0 . 2 1 2 1 2 VA V R - 1 2 7 6 3 0 1 3 5 3 6 0 1 5 , 4 5 2 0 . 8 1 8 0 0 . 2 9 9 VA V R - 1 3 7 6 3 0 1 3 5 3 6 0 1 5 , 4 5 2 0 . 8 1 8 0 0 . 2 9 9 VA V R - 1 3 8 1 1 8 0 3 2 0 3 2 0 1 2 , 8 5 7 0 . 7 1 8 0 0 . 2 1 2 1 2 VA V R - 1 4 0 A 5 4 0 1 2 0 1 2 0 4 , 0 7 3 0 . 5 1 8 0 0 . 2 8 8 VA V R - 1 4 0 B 9 6 0 2 1 0 2 1 0 7 , 0 9 2 0 . 5 1 8 0 0 . 1 1 0 1 0 VA V - 1 4 1 A 5 0 0 0 0 N A N A N A N A 8 8 C O O L I N G O N L Y VA V R - 1 4 2 4 5 0 1 0 5 3 8 5 1 6 , 6 0 6 0 . 9 1 8 0 0 . 4 8 8 VA V R - 1 4 4 4 1 0 1 3 5 1 3 5 3 , 9 5 0 0 . 5 1 8 0 0 . 2 8 8 VA V R - 1 4 6 6 0 0 1 3 5 2 6 5 1 1 , 4 3 9 0 . 6 1 8 0 0 . 2 9 9 VA V R - 1 4 8 2 5 9 0 7 9 0 7 9 0 3 2 , 6 3 2 1 . 7 1 8 0 0 . 4 2 4 x 1 6 2 2 VA V R - 1 4 9 1 3 8 0 3 2 0 3 2 0 1 3 , 3 1 8 0 . 7 1 8 0 0 . 0 1 4 1 4 VA V R - 1 5 0 A 1 6 0 5 3 2 0 3 7 0 1 5 , 8 6 9 0 . 8 1 8 0 0 . 1 1 4 1 4 VA V R - 1 5 0 B 1 5 0 0 3 2 0 3 7 0 1 5 , 8 7 0 0 . 8 1 8 0 0 . 1 1 4 1 4 VA V R - 1 5 3 1 3 8 0 3 2 0 3 2 0 1 2 , 9 2 0 0 . 7 1 8 0 0 . 0 1 4 1 4 VA V R - 1 5 4 2 7 0 0 7 9 0 8 6 0 3 7 , 0 0 1 2 . 0 1 8 0 0 . 3 2 4 x 1 6 2 2 VA V R - 1 5 7 A 4 4 0 1 7 5 1 7 5 5 , 1 2 2 0 . 5 1 8 0 0 . 2 8 8 VA V R - 1 5 7 B 4 4 0 1 7 5 1 7 5 5 , 1 2 2 0 . 5 1 8 0 0 . 2 8 8 VA V R - 1 5 8 4 1 0 1 0 5 1 0 5 4 , 4 5 5 0 . 5 1 8 0 0 . 2 8 8 VA V R - 1 5 9 1 4 8 0 3 9 0 3 9 0 1 6 , 7 1 4 0 . 9 1 8 0 0 . 1 1 4 1 4 VA V - 1 5 9 A 3 0 0 0 0 N A N A N A N A 6 6 C O O L I N G O N L Y VA V R - 1 7 0 A 1 2 4 0 2 3 5 3 3 5 1 4 , 3 7 1 0 . 8 1 8 0 0 . 3 1 2 1 2 VA V R - 1 7 0 B 1 2 4 0 2 3 5 3 3 5 1 4 , 3 7 2 0 . 8 1 8 0 0 . 3 1 2 1 2 VA V R - 1 7 1 8 6 0 1 9 0 2 4 0 1 0 , 3 0 1 0 . 5 1 8 0 0 . 2 1 0 1 0 VA V R - 1 7 2 1 0 0 0 3 5 0 3 5 0 1 3 , 9 3 2 0 . 7 1 8 0 0 . 3 1 2 1 2 VA V R - 1 7 3 2 8 0 1 0 5 1 0 5 3 , 1 0 0 0 . 5 1 8 0 0 . 2 6 6 VA V R - 1 7 4 9 4 0 1 6 5 1 8 0 7 , 7 7 5 0 . 5 1 8 0 0 . 1 1 0 1 0 VA V R - 1 7 9 1 3 0 5 2 3 5 4 0 5 1 7 , 4 0 2 0 . 9 1 8 0 0 . 3 1 2 1 2 VA V R - 1 8 0 3 2 0 6 0 2 4 0 1 6 , 4 4 8 0 . 9 1 8 0 1 . 4 6 6 VA V R - B 0 2 2 9 0 6 0 1 0 0 4 , 0 9 5 0 . 5 1 8 0 0 . 2 6 6 VA V R - B 0 3 3 8 0 1 0 5 1 5 5 6 , 6 7 1 0 . 5 1 8 0 0 . 2 8 8 VA V R - B 0 4 5 0 0 1 0 5 2 8 5 1 2 , 2 6 0 0 . 7 1 8 0 0 . 4 8 8 VA V R - B 0 6 A 7 6 0 1 6 5 4 0 0 1 7 , 1 5 8 0 . 9 1 8 0 0 . 2 1 0 1 0 VA V R - B 0 6 B 5 7 0 1 0 5 4 0 0 1 7 , 1 5 9 0 . 9 1 8 0 0 . 4 8 8 VA V R - B 0 7 6 5 0 1 3 5 1 3 5 4 , 9 0 4 0 . 5 1 8 0 0 . 1 9 9 VA V R - B 0 8 2 5 0 6 0 1 0 0 2 , 6 5 1 0 . 5 1 8 0 0 . 2 6 6 VA V - 2 0 4 6 0 0 0 0 N A N A N A N A 9 9 C O O L I N G O N L Y VA R I A B L E V O L U M E A I R B O X E S W I T H H W H E A T ( V A V R ) S E L E C TION CHART EL E C T R I C U N I T H E A T E R EL E C T R I C W A L L H E A T E R SP L I T A I R C O N D I T I O N I N G H E A T P U M P S Y S T E M S ( S A C ) BR I C K V E N T CE I L I N G E X H A U S T F A N SY M B O L VA V - VA V - VA V - VA V - VA V - VA V - VA V - VA V - DIMENSION INCH. 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C . 0.3 0 0.3 0 0.3 0 0.3 0 0.3 0 0.3 0 0.3 0 0.3 0 COIL REMARKS SE E S P E C I F I C A T I O N S E C T I O N 2 3 3 6 1 6 MO D E L EU H - 1 H O R I Z O N T A L 25 . 6 7 . 5 3 60 48 0 P 3 P U H 0 7 C A 1 SY M B O L D I S C H A R G E MB H K W MA R K E L RE M A R K S SE E S P E C I F I C A T I O N S E C T I O N 2 3 8 2 4 1 PR O V I D E W I T H W A L L M O U N T E D T H E R M O S T A T EU H - 2 H O R I Z O N T A L 25 . 6 7 . 5 3 60 48 0 PR O V I D E W I T H W A L L M O U N T E D T H E R M O S T A T MO D E L SY M B O L D I S C H A R G E MB H W A T T S MA R K E L RE M A R K S SE E S P E C I F I C A T I O N S E C T I O N 2 3 8 2 4 1 1 P R O V I D E W I T H B U I L T I N D O U B L E P O L E T H E R M O S T A T . 2 L O W P R O F I L E T Y P E . 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LO C A T I O N CF M AIR F L O W AIR F L O W SY M B O L CE F - 1 HE R T Z 60 EL E C T R I C A L PR E S S U R E TO T A L S T A T I C IN C H E S W C 15 0 CF M .2 5 1 . 3 NA M E P L A T E AM P S VO L T S 11 5 DIR E C T PH A S E 1 GC - 1 6 4 MO D E L CO O K UT I L I T Y B U I L D I N G B A T H R O O M 1 0 2 LO C A T I O N - RE M A R K S SE E S P E C I F I C A T I O N S E C T I O N 2 3 3 4 0 0 MIN I M U M WA T T S 11 0 TY P E O F DR I V E W x H TO T A L B T U H S E N S . 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THE MCA VALUE LISTED UNDER THE OUTDOOR UNIT HEADING IS THE TOTAL LOAD FOR THE OU T D O O R U N I T A N D T H E I N D O O R U N I T . T H E M C A V A L U E L I STED UNDER THE INDOOR UNIT HEADING REPRESENTS THE FLA VALUE FOR THE INDOOR UNIT ONLY. P3 P U H 0 7 C A 1 U T I L I T Y B U I L D I N G S I T E S H O P SE E S P E C I F I C A T I O N S E C T I O N 2 3 3 6 1 6 SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, Utah 84010 Telephone (801) 322-0487 Telefax (801) 322-0490 www.heatheng.com 8/6/2012 12:32:03 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\jbeal\Documents\REVIT PROJECTS\v12\11071-Mech-CF_Indianapolis Temple-v12_jbeal.rvt MECHANICAL EQUIPMENT SCHEDULES M-004Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012JTBChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 FOUNTAIN EQUIPMENT FOUNTAIN EQUIPMENT FOUNTAIN EQUIPMENT FOUNTAIN EQUIPMENT LO W E R F O N T B0 5 GGGG KKKK LLLL L.9L.9L.9L.9 MMMM NNNN B0 6 MEC H S0 0 1 ST A I R B0 2 ST O R A G E B0 4 EL E C B0 3 SE C U R I T Y HHHH 7777 6666 4. 9 4. 9 4. 9 4. 9 4444 H.D . H.D . H.D . H.D . H. D . H.D . H. D . H.D . 4444 12"x10" +1"AL 12"x10" +1"AL 12"x10" +1"AL 12"x10" +1"AL VA V R VA V R VA V R VA V R B0 4 B0 4 B0 4 B0 4 12 " x 1 0 " 12 " x 1 0 " 12 " x 1 0 " 12 " x 1 0 " +1 " A L +1 " A L +1 " A L +1 " A L VA V R VA V R VA V R VA V R B0 6 B B0 6 B B0 6 B B0 6 B 10"Ø 10"Ø 10"Ø 10"Ø 5555 H.D . H.D . H.D . H.D . 5555 H.D . H. D . H.D . H. D . H.D . H. D . H.D . H. D . 5555 16 " x 1 0 " + 1 " A L 16 " x 1 0 " + 1 " A L 16 " x 1 0 " + 1 " A L 16 " x 1 0 " + 1 " A L 12 " Ø 12 " Ø 12 " Ø 12 " Ø VA V R VA V R VA V R VA V R B0 6 A B0 6 A B0 6 A B0 6 A H. D . H.D . H. D . H.D . H. D . H.D . H. D . H.D . H.D . H. D . H.D . H. D . H.D . H. D . H.D . H. D . 55555555 5555 5555 8"Ø8"Ø8"Ø8"Ø VA V R VA V R VA V R VA V R B0 2 B0 2 B0 2 B0 2 VA V R VA V R VA V R VA V R B0 3 B0 3 B0 3 B0 3 3333 H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . 8"Ø8"Ø8"Ø8"Ø 10 " Ø 10 " Ø 10 " Ø 10 " Ø 1111 2222 6666 77779999 10 " Ø 10 " Ø 10 " Ø 10 " Ø H.D . H.D . H.D . H.D . H.D . H.D . 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H.D . 10 " Ø 10 " Ø 10 " Ø 10 " Ø 1111 MH 3 0 3 MH 3 0 3 MH 3 0 3 MH 3 0 3 2222 MH 3 0 3 MH 3 0 3 MH 3 0 3 MH 3 0 3 18 " Ø 18 " Ø 18 " Ø 18 " Ø 18 " x 1 2 " F . O . S . A . 18 " x 1 2 " F . O . S . A . 18 " x 1 2 " F . O . S . A . 18 " x 1 2 " F . O . S . A . 10 " x 8 " + 1 " A L 10 " x 8 " + 1 " A L 10 " x 8 " + 1 " A L 10 " x 8 " + 1 " A L 10 " x 1 0 " + 1 " A L 10 " x 1 0 " + 1 " A L 10 " x 1 0 " + 1 " A L 10 " x 1 0 " + 1 " A L 10"Ø 10"Ø 10"Ø 10"Ø 8"Ø 8"Ø 8"Ø 8"Ø H.D . H.D . H.D . H.D . 12"x6" +1"AL 12"x6" +1"AL 12"x6" +1"AL 12"x6" +1"AL 20 " x 8 " + 1 " A L R . A . 20 " x 8 " + 1 " A L R . A . 20 " x 8 " + 1 " A L R . A . 20 " x 8 " + 1 " A L R . A . 20202020 8888 14 " x 1 0 " + 1 " A L 14 " x 1 0 " + 1 " A L 14 " x 1 0 " + 1 " A L 14 " x 1 0 " + 1 " A L 18"x8" +1"AL 18"x8" +1"AL 18"x8" +1"AL 18"x8" +1"AL H.D . H. D . H.D . H. D . 12121212 18 " x 1 0 " + 1 " A L 18 " x 1 0 " + 1 " A L 18 " x 1 0 " + 1 " A L 18 " x 1 0 " + 1 " A L 19191919 H. D . H.D . H. D . H.D . 18 " x 1 0 " 18 " x 1 0 " 18 " x 1 0 " 18 " x 1 0 " +1 " A L +1 " A L +1 " A L +1 " A L 26 " x 2 4 " + 1 " A L E X H . 26 " x 2 4 " + 1 " A L E X H . 26 " x 2 4 " + 1 " A L E X H . 26 " x 2 4 " + 1 " A L E X H . ATCATCATCATCATCATCATCATC VF D VF D VF D VF D 4444 VF D VF D VF D VF D 3333 CH W P CH W P CH W P CH W P 2222 CH W P CH W P CH W P CH W P 1111 EL E C EL E C EL E C EL E C E L E C EL E C EL E C EL E C E L E C EL E C EL E C EL E C CR P CR P CR P CR P 1111 ES B ES B ES B ES B 1111 CR U CR U CR U CR U 1111 SS C T SS C T SS C T SS C T 1111 BD S BD S BD S BD S 1111 ETETETET 3333 ETETETET 1111 GM U GM U GM U GM U 1111 CH W P CH W P CH W P CH W P 1111 CH W P CH W P CH W P CH W P 2222 WSWSWSWS 1111FFFFFFFF1111 GM U GM U GM U GM U 2222 FC P FC P FC P FC P 1111 VA C VA C VA C VA C 1111 ACACACAC 1111 SPSPSPSP 2222 SPSPSPSP 1111 SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, Utah 84010 Telephone (801) 322-0487 Telefax (801) 322-0490 www.heatheng.com 8/6/2012 12:32:12 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\jbeal\Documents\REVIT PROJECTS\v12\11071-Mech-CF_Indianapolis Temple-v12_jbeal.rvt BASEMENT MECHANICAL HVAC PLAN MH100Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012JTBChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : SC A L E : SC A L E : SC A L E : 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " BA S E M E N T M E C H A N I C A L H V A C P L A N 0000 5555 10101010 10101010 20202020 NOTE #DIFFUSER CALLOUTDESCRIPTION 1111S-1S-1S-1S-1300 CFM, 10"Ø NK., SUPPLY AIR300 CFM, 10"Ø NK., SUPPLY AIR300 CFM, 10"Ø NK., SUPPLY AIR300 CFM, 10"Ø NK., SUPPLY AIR DIFFUSER.DIFFUSER.DIFFUSER.DIFFUSER.2222S-1S-1S-1S-180 CFM, 8"Ø NK., SUPPLY AIR80 CFM, 8"Ø NK., SUPPLY AIR80 CFM, 8"Ø NK., SUPPLY AIR80 CFM, 8"Ø NK., SUPPLY AIR DIFFUSER.DIFFUSER.DIFFUSER.DIFFUSER.3333S-1S-1S-1S-1290 CFM, 10"Ø NK., SUPPLY AIR290 CFM, 10"Ø NK., SUPPLY AIR290 CFM, 10"Ø NK., SUPPLY AIR290 CFM, 10"Ø NK., SUPPLY AIR DIFFUSER.DIFFUSER.DIFFUSER.DIFFUSER.4444S-4S-4S-4S-4300 CFM, 12"x8" NK., SUPPLY AIR300 CFM, 12"x8" NK., SUPPLY AIR300 CFM, 12"x8" NK., SUPPLY AIR300 CFM, 12"x8" NK., SUPPLY AIR DIFFUSER.DIFFUSER.DIFFUSER.DIFFUSER.5555S-4S-4S-4S-4190 CFM, 8"x6" NK., SUPPLY AIR190 CFM, 8"x6" NK., SUPPLY AIR190 CFM, 8"x6" NK., SUPPLY AIR190 CFM, 8"x6" NK., SUPPLY AIR DIFFUSER.DIFFUSER.DIFFUSER.DIFFUSER.666618"Ø SUPPLY AIR DUCT FROM18"Ø SUPPLY AIR DUCT FROM18"Ø SUPPLY AIR DUCT FROM18"Ø SUPPLY AIR DUCT FROM ABOVE.ABOVE.ABOVE.ABOVE.7777RISE 20"x16"+1"AL RETURN AIRRISE 20"x16"+1"AL RETURN AIRRISE 20"x16"+1"AL RETURN AIRRISE 20"x16"+1"AL RETURN AIR DUCT UP TO MAIN LEVEL. SEEDUCT UP TO MAIN LEVEL. SEEDUCT UP TO MAIN LEVEL. SEEDUCT UP TO MAIN LEVEL. SEE DRAWING MH103 FORDRAWING MH103 FORDRAWING MH103 FORDRAWING MH103 FOR CONTINUATION.CONTINUATION.CONTINUATION.CONTINUATION.88888"x6" RETURN AIR OPENING IN8"x6" RETURN AIR OPENING IN8"x6" RETURN AIR OPENING IN8"x6" RETURN AIR OPENING IN WALLWALLWALLWALL 999926"x24"+1"AL EXHAUST AIR DUCT26"x24"+1"AL EXHAUST AIR DUCT26"x24"+1"AL EXHAUST AIR DUCT26"x24"+1"AL EXHAUST AIR DUCT RISER. SEE DRAWING MH103RISER. SEE DRAWING MH103RISER. SEE DRAWING MH103RISER. SEE DRAWING MH103 FOR CONTINUATION.FOR CONTINUATION.FOR CONTINUATION.FOR CONTINUATION.10101010S-1S-1S-1S-1325 CFM, 10"Ø NK., SUPPLY AIR325 CFM, 10"Ø NK., SUPPLY AIR325 CFM, 10"Ø NK., SUPPLY AIR325 CFM, 10"Ø NK., SUPPLY AIR DIFFUSER.DIFFUSER.DIFFUSER.DIFFUSER.11111111S-1S-1S-1S-1250 CFM, 10"Ø NK., SUPPLY AIR250 CFM, 10"Ø NK., SUPPLY AIR250 CFM, 10"Ø NK., SUPPLY AIR250 CFM, 10"Ø NK., SUPPLY AIR DIFFUSER.DIFFUSER.DIFFUSER.DIFFUSER.12121212E-2E-2E-2E-2650 CFM, 14"x14" NK., EXHAUST650 CFM, 14"x14" NK., EXHAUST650 CFM, 14"x14" NK., EXHAUST650 CFM, 14"x14" NK., EXHAUST AIR GRILLE, HIGH ON WALL.AIR GRILLE, HIGH ON WALL.AIR GRILLE, HIGH ON WALL.AIR GRILLE, HIGH ON WALL.13131313R-3R-3R-3R-3250 CFM, 12"x12" NK., RETURN250 CFM, 12"x12" NK., RETURN250 CFM, 12"x12" NK., RETURN250 CFM, 12"x12" NK., RETURN AIR GRILLE HIGH ON WALL.AIR GRILLE HIGH ON WALL.AIR GRILLE HIGH ON WALL.AIR GRILLE HIGH ON WALL.14141414R-3R-3R-3R-3290 CFM, 12"x12" NK., RETURN290 CFM, 12"x12" NK., RETURN290 CFM, 12"x12" NK., RETURN290 CFM, 12"x12" NK., RETURN AIR GRILLE HIGH ON WALL WITHAIR GRILLE HIGH ON WALL WITHAIR GRILLE HIGH ON WALL WITHAIR GRILLE HIGH ON WALL WITH SLEEVE.SLEEVE.SLEEVE.SLEEVE.15151515R-1R-1R-1R-1200 CFM, 12"x12" NK., RETURN200 CFM, 12"x12" NK., RETURN200 CFM, 12"x12" NK., RETURN200 CFM, 12"x12" NK., RETURN AIR GRILLE.AIR GRILLE.AIR GRILLE.AIR GRILLE.16161616R-1R-1R-1R-180 CFM, 6"x6" NK., RETURN AIR80 CFM, 6"x6" NK., RETURN AIR80 CFM, 6"x6" NK., RETURN AIR80 CFM, 6"x6" NK., RETURN AIR GRILLE WITH SOUND BOOT.GRILLE WITH SOUND BOOT.GRILLE WITH SOUND BOOT.GRILLE WITH SOUND BOOT.17171717R-3R-3R-3R-3600 CFM, 14"x12" NK., RETURN600 CFM, 14"x12" NK., RETURN600 CFM, 14"x12" NK., RETURN600 CFM, 14"x12" NK., RETURN AIR GRILLE, HIGH ON WALL.AIR GRILLE, HIGH ON WALL.AIR GRILLE, HIGH ON WALL.AIR GRILLE, HIGH ON WALL.18181818E-2E-2E-2E-21330 CFM, 24"x14" NK.,1330 CFM, 24"x14" NK.,1330 CFM, 24"x14" NK.,1330 CFM, 24"x14" NK.,EXHAUST AIR GRILLE.EXHAUST AIR GRILLE.EXHAUST AIR GRILLE.EXHAUST AIR GRILLE.19191919E-2E-2E-2E-21825 CFM, 18"x18" NK.,1825 CFM, 18"x18" NK.,1825 CFM, 18"x18" NK.,1825 CFM, 18"x18" NK.,EXHAUST AIR GRILLE. HIGH ONEXHAUST AIR GRILLE. HIGH ONEXHAUST AIR GRILLE. HIGH ONEXHAUST AIR GRILLE. HIGH ON WALL. SEE ARCHITECTURAL ANDWALL. SEE ARCHITECTURAL ANDWALL. SEE ARCHITECTURAL ANDWALL. SEE ARCHITECTURAL AND STRUCTURAL FOR EXACTSTRUCTURAL FOR EXACTSTRUCTURAL FOR EXACTSTRUCTURAL FOR EXACT LOCATION.LOCATION.LOCATION.LOCATION.2020202020"x8"+1"AL RETURN AIR DUCT,20"x8"+1"AL RETURN AIR DUCT,20"x8"+1"AL RETURN AIR DUCT,20"x8"+1"AL RETURN AIR DUCT,OPENS IN CEILING SPACE.OPENS IN CEILING SPACE.OPENS IN CEILING SPACE.OPENS IN CEILING SPACE.DRAWING NOTES GENERAL NOTE EXPOSED DUCTWORK TO BE PAINTLOC, PAINTEDEXPOSED DUCTWORK TO BE PAINTLOC, PAINTEDEXPOSED DUCTWORK TO BE PAINTLOC, PAINTEDEXPOSED DUCTWORK TO BE PAINTLOC, PAINTED TO ARCHITECTURAL SPECIFICATIONS. INSTALLTO ARCHITECTURAL SPECIFICATIONS. INSTALLTO ARCHITECTURAL SPECIFICATIONS. INSTALLTO ARCHITECTURAL SPECIFICATIONS. INSTALL DUCT AS CLEAN AND STRAIGHT FORWARD ASDUCT AS CLEAN AND STRAIGHT FORWARD ASDUCT AS CLEAN AND STRAIGHT FORWARD ASDUCT AS CLEAN AND STRAIGHT FORWARD AS POSSIBLE.POSSIBLE.POSSIBLE.POSSIBLE.PROVIDE REMOTE DAMPER ADJUSTER FOR ALLPROVIDE REMOTE DAMPER ADJUSTER FOR ALLPROVIDE REMOTE DAMPER ADJUSTER FOR ALLPROVIDE REMOTE DAMPER ADJUSTER FOR ALL CONCEALED BALANCE DAMPERS. LOCATE THECONCEALED BALANCE DAMPERS. LOCATE THECONCEALED BALANCE DAMPERS. LOCATE THECONCEALED BALANCE DAMPERS. LOCATE THE DAMPER ADJUSTERS IN AN ACCESSIBLEDAMPER ADJUSTERS IN AN ACCESSIBLEDAMPER ADJUSTERS IN AN ACCESSIBLEDAMPER ADJUSTERS IN AN ACCESSIBLE LOCATION IN THE MECHANICAL ROOM. SEELOCATION IN THE MECHANICAL ROOM. SEELOCATION IN THE MECHANICAL ROOM. SEELOCATION IN THE MECHANICAL ROOM. SEE DETAIL 8/MH501.DETAIL 8/MH501.DETAIL 8/MH501.DETAIL 8/MH501.INSTALL DUCTWORK AND PIPING OVERINSTALL DUCTWORK AND PIPING OVERINSTALL DUCTWORK AND PIPING OVERINSTALL DUCTWORK AND PIPING OVER MECHANICAL PLATFORM AND CATWALKS AS HIGHMECHANICAL PLATFORM AND CATWALKS AS HIGHMECHANICAL PLATFORM AND CATWALKS AS HIGHMECHANICAL PLATFORM AND CATWALKS AS HIGH AS POSSIBLE. RUN IN STRUCTURE WHEREAS POSSIBLE. RUN IN STRUCTURE WHEREAS POSSIBLE. RUN IN STRUCTURE WHEREAS POSSIBLE. RUN IN STRUCTURE WHERE POSSIBLE TO MAINTAIN ACCESSIBILITY OFPOSSIBLE TO MAINTAIN ACCESSIBILITY OFPOSSIBLE TO MAINTAIN ACCESSIBILITY OFPOSSIBLE TO MAINTAIN ACCESSIBILITY OF PLATFORM AND CATWALKS.PLATFORM AND CATWALKS.PLATFORM AND CATWALKS.PLATFORM AND CATWALKS.A.A.A.A.B.B.B.B.C.C.C.C. CH A P E L 15 7 CUSTODIAL 105 BA P T I S T R Y CH A P E L 17 2 YO U T H 14 6 BA P T I S T R Y 17 0 CO R R I D O R 17 6 CL O T H I N G 17 5 ST A I R S1 0 1 VE S T I B U L E 15 5 AU D I O V I S U A L 14 1 A RE S T R O O M - WO M E N 12 2 IN S T R U C T I O N A 15 9 BR E A K 11 9 WORKROOM 106 VE S T I B U L E 13 0 DR E S S I N G - M E N 13 3 12 7 A 13 7 A DR E S S I N G - WO M E N 12 3 LA U N D R Y 17 4 RE C E P T I O N 17 8 HA L L 14 2 A HA L L 15 2 A CO U N S E L O R OF F I C E 11 2 PRESIDENT OFFICE 110 17 3 WAITING 102ENTRY101 LO B B Y 15 0 AAAA BBBB B.4B.4B.4B.4 CCCC DDDD EEEE FFFF GGGG KKKK LLLL L.9L.9L.9L.9 MMMM NNNN 13131313 12121212 11111111 10101010 9999 8888 4. 8 4. 8 4. 8 4. 8 4444333322221111 IN S T R U C T I O N 2 14 8 E.2E.2E.2E.2 HHHH 7777 6666 11 . 7 11 . 7 11 . 7 11 . 7 8. 7 8. 7 8. 7 8. 7 4. 9 4. 9 4. 9 4. 9 1.71.71.71.7 5555 1111 MH 3 0 2 MH 3 0 2 MH 3 0 2 MH 3 0 2 2222 MH 3 0 2 MH 3 0 2 MH 3 0 2 MH 3 0 2 1111 MH 3 0 3 MH 3 0 3 MH 3 0 3 MH 3 0 3 2222 MH 3 0 3 MH 3 0 3 MH 3 0 3 MH 3 0 3 SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, Utah 84010 Telephone (801) 322-0487 Telefax (801) 322-0490 www.heatheng.com 8/6/2012 12:32:41 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\jbeal\Documents\REVIT PROJECTS\v12\11071-Mech-CF_Indianapolis Temple-v12_jbeal.rvt LEVEL 1 MECH HVAC PLAN -OVERALL MH101Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012JTBChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : SC A L E : SC A L E : SC A L E : 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " LE V E L 1 M E C H A N I C A L H V A C P L A N - O V E R A L L 0000 5555 10101010 10101010 20202020 GENERAL NOTE LEVEL 1 MECHANICAL HVAC PLAN - OVERALLLEVEL 1 MECHANICAL HVAC PLAN - OVERALLLEVEL 1 MECHANICAL HVAC PLAN - OVERALLLEVEL 1 MECHANICAL HVAC PLAN - OVERALL IS INCLUDED TO SHOW THE MAGNITUDE OFIS INCLUDED TO SHOW THE MAGNITUDE OFIS INCLUDED TO SHOW THE MAGNITUDE OFIS INCLUDED TO SHOW THE MAGNITUDE OF THE REQUIRED DUCTWORK. REFER TOTHE REQUIRED DUCTWORK. REFER TOTHE REQUIRED DUCTWORK. REFER TOTHE REQUIRED DUCTWORK. REFER TO DRAWING MH102 FOR DETAILEDDRAWING MH102 FOR DETAILEDDRAWING MH102 FOR DETAILEDDRAWING MH102 FOR DETAILED INFORMATION OF THE SUPPLY AIR SYSTEMS.INFORMATION OF THE SUPPLY AIR SYSTEMS.INFORMATION OF THE SUPPLY AIR SYSTEMS.INFORMATION OF THE SUPPLY AIR SYSTEMS.REFER TO DRAWING MH103 FOR DETAILEDREFER TO DRAWING MH103 FOR DETAILEDREFER TO DRAWING MH103 FOR DETAILEDREFER TO DRAWING MH103 FOR DETAILED INFORMATION OF THE RETURN AND EXHAUSTINFORMATION OF THE RETURN AND EXHAUSTINFORMATION OF THE RETURN AND EXHAUSTINFORMATION OF THE RETURN AND EXHAUST AIR SYSTEMS.AIR SYSTEMS.AIR SYSTEMS.AIR SYSTEMS.INSTALL DUCTWORK AND PIPING OVERINSTALL DUCTWORK AND PIPING OVERINSTALL DUCTWORK AND PIPING OVERINSTALL DUCTWORK AND PIPING OVER MECHANICAL PLATFORM AND CATWALKS ASMECHANICAL PLATFORM AND CATWALKS ASMECHANICAL PLATFORM AND CATWALKS ASMECHANICAL PLATFORM AND CATWALKS AS HIGH AS POSSIBLE. RUN IN STRUCTUREHIGH AS POSSIBLE. RUN IN STRUCTUREHIGH AS POSSIBLE. RUN IN STRUCTUREHIGH AS POSSIBLE. RUN IN STRUCTURE WHERE POSSIBLE TO MAINTAINWHERE POSSIBLE TO MAINTAINWHERE POSSIBLE TO MAINTAINWHERE POSSIBLE TO MAINTAIN ACCESSIBILTY OF PLATFORM ANDACCESSIBILTY OF PLATFORM ANDACCESSIBILTY OF PLATFORM ANDACCESSIBILTY OF PLATFORM AND CATWALKS.CATWALKS.CATWALKS.CATWALKS.A.A.A.A.B.B.B.B. AAAA BBBB B.4B.4B.4B.4 CCCC DDDD EEEE FFFF GGGG KKKK LLLL L.9L.9L.9L.9 MMMM NNNN 13131313 12121212 11111111 10101010 9999 8888 4. 8 4. 8 4. 8 4. 8 4444 3333 2222 1111 E.2E.2E.2E.2 HHHH 7777 6666 11 . 7 11 . 7 11 . 7 11 . 7 8. 7 8. 7 8. 7 8. 7 4. 9 4. 9 4. 9 4. 9 1. 7 1. 7 1. 7 1. 7 WO R K E R S T U D Y 14 4 CH A P E L 15 7 CU S T O D I A L 10 5 BA P T I S T R Y CH A P E L 17 2 BA P T I S T R Y 17 0 CO R R I D O R 17 6 CL O T H I N G 17 5 ST A I R S1 0 1 VE S T I B U L E 15 5 AU D I O V I S U A L 14 1 A RE S T R O O M - WO M E N 12 2 IN S T R U C T I O N A 15 9 HA L L 15 8 BR E A K 11 9 WO R K R O O M 10 6 VE S T I B U L E 13 0 DR E S S I N G - M E N 13 3 DR E S S I N G - WO M E N 12 3 LA U N D R Y 17 4 RE C E P T I O N 17 8 HA L L 14 2 A CO U N S E L O R OF F I C E 11 2 PR E S I D E N T OF F I C E 11 0 17 3 WA I T I N G 10 2EN T R Y 10 1 IN S T R U C T I O N B 15 4 LO B B Y 15 0 5555 5555 9999 10101010 8888 8888 17171717 20202020 20202020 19191919 19191919 1818181818181818 6666 11111111 11111111 11111111 11111111 15151515 16161616 16161616 34343434 33333333 33333333 34343434 2121212121212121 21212121 40404040 40404040 40404040 31313131 38383838 38383838 39393939 21212121 21212121 21212121 30303030 30303030 36363636 35353535 35353535 54545454 54545454 53535353 53535353 55555555 55555555 55555555 55555555 51515151 51515151 45454545 45454545 48484848 46464646 46464646 42424242 42424242 50505050 52525252 52525252 5959595959595959 58585858 58585858 57575757 5757575756565656 56565656 60606060 60606060 62626262 62626262 62626262 63636363 63636363 64646464 63636363 63636363 64646464 65656565 65656565 66666666 2222 61616161 67676767 67676767 67676767 61616161 16"x16" +1"AL 16"x16" +1"AL 16"x16" +1"AL 16"x16" +1"AL 16"x16" +1"AL 16"x16" +1"AL 16"x16" +1"AL 16"x16" +1"AL 16 " x 1 6 " + 1 " A L 16 " x 1 6 " + 1 " A L 16 " x 1 6 " + 1 " A L 16 " x 1 6 " + 1 " A L 10 " Ø 10 " Ø 10 " Ø 10 " Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø8"Ø8"Ø8"Ø 10 " Ø 10 " Ø 10 " Ø 10 " Ø 10 " Ø 10 " Ø 10 " Ø 10 " Ø 10 " Ø 10 " Ø 10 " Ø 10 " Ø 10"x10" +1"AL 10"x10" +1"AL 10"x10" +1"AL 10"x10" +1"AL 12"x10" +1"AL 12"x10" +1"AL 12"x10" +1"AL 12"x10" +1"AL H. D . H.D . H. D . H.D . H.D . H.D . H.D . H.D .H.D . H. D . H.D . H. D . H.D . H. D . H.D . H. D . H.D . H.D . H.D . H.D . H. D . H.D . H. D . H.D . H.D . H.D . H.D . H.D . 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 6"Ø6"Ø6"Ø6"Ø 6"Ø6"Ø6"Ø6"Ø8"Ø8"Ø8"Ø8"Ø H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H. D . H.D . H. D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H. D . H.D . H. D . H. D . H.D . H. D . H.D . H.D . H. D . H.D . H. D . H.D . H. D . H.D . H. D . H . D . H. D . H.D . H. D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H. D . H.D . H. D . H.D . H. D . H.D . H. D . H.D . H. D . H.D . H. D . H.D . 48484848 10 " x 8 " 10 " x 8 " 10 " x 8 " 10 " x 8 " +1 " A L +1 " A L +1 " A L +1 " A L H.D . H.D . H.D . H.D . H. D . H.D . H. D . H.D . H. D . H.D . H. D . H.D . H . D . H.D . H.D . H.D . 20"x14" +1"AL 20"x14" +1"AL 20"x14" +1"AL 20"x14" +1"AL 16"x12" +1"AL 16"x12" +1"AL 16"x12" +1"AL 16"x12" +1"AL H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H. D . H.D . H. D . H.D . H.D . H.D . H.D . 8"Ø 8"Ø 8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø 8"Ø 8"Ø 8"Ø H.D . H.D . H.D . H.D . 8"Ø 8"Ø 8"Ø 8"Ø 14141414 14141414 14141414 14141414 16 " x 1 2 " + 1 " A L 16 " x 1 2 " + 1 " A L 16 " x 1 2 " + 1 " A L 16 " x 1 2 " + 1 " A L 12 " x 1 0 " + 1 " A L 12 " x 1 0 " + 1 " A L 12 " x 1 0 " + 1 " A L 12 " x 1 0 " + 1 " A L 46464646 24242424 4444444444444444 49494949 49494949 4444444444444444 10 " x 8 " + 1 " A L 10 " x 8 " + 1 " A L 10 " x 8 " + 1 " A L 10 " x 8 " + 1 " A L H.D . H.D . H.D . H.D . H. D . H.D . H. D . H.D . H.D . H.D . H.D . H.D . H.D . H. D . H.D . H. D . H.D . H. D . H.D . H. D . H.D.H.D.H.D.H.D. H.D H.D H.D H.D H.D H.D H.D H.D 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø8"Ø8"Ø8"Ø 10"x10" +1"AL 10"x10" +1"AL 10"x10" +1"AL 10"x10" +1"AL H.D . H. D . H.D . H. D . H. D . H.D . H. D . H.D . 9999 9999 6"Ø6"Ø6"Ø6"Ø 6"Ø6"Ø6"Ø6"Ø H. D . H.D . H. D . H.D . H.D . H.D . H.D . H.D . H.D.H.D.H.D.H.D. H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H. D . H.D . H. D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H. D . H.D . H. D . H.D . 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø H.D . H.D . H.D . H.D . H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D.15151515 15151515 10 " Ø 10 " Ø 10 " Ø 10 " Ø 14"x14" +1"AL 14"x14" +1"AL 14"x14" +1"AL 14"x14" +1"AL 8"Ø8"Ø8"Ø8"Ø 8"x 8 " + 1 " A L 8"x 8 " + 1 " A L 8"x 8 " + 1 " A L 8"x 8 " + 1 " A L 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø 8"Ø 8"Ø 8"Ø H.D . H.D . H.D . H.D . H.D . H. D . H.D . H. D . H.D . H.D . H.D . H.D . H.D . H. D . H.D . H. D . H.D . H.D . H.D . H.D . 15151515 15151515 15151515 17171717 50505050 15151515 15151515 15151515 9999 H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø8"Ø8"Ø8"Ø 12"x8" +1"AL 12"x8" +1"AL 12"x8" +1"AL 12"x8" +1"AL 8"Ø8"Ø8"Ø8"Ø 9999 15151515 H. D . H.D . H. D . H.D . H.D . H. D . H.D . H. D . H . D . H.D . H.D . H.D . 8"Ø8"Ø8"Ø8"Ø 6"Ø 6"Ø 6"Ø 6"Ø 8"x8" +1"AL 8"x8" +1"AL 8"x8" +1"AL 8"x8" +1"AL 15151515 15151515 9999 15151515 9999 15151515 8"Ø8"Ø8"Ø8"Ø 8"x 8 " + 1 " A L 8"x 8 " + 1 " A L 8"x 8 " + 1 " A L 8"x 8 " + 1 " A L 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø H.D . H. D . H.D . H. D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H. D . H.D . H. D . H.D . 6"Ø6"Ø6"Ø6"Ø 8"Ø8"Ø8"Ø8"Ø 26262626 26262626 28282828 2727272727272727 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø 8"Ø 8"Ø 8"Ø8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø 8"Ø 8"Ø 8"Ø H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H. D . H.D . H. D . H.D . H. D . H.D . H. D . H.D . H. D . H.D . H. D . H.D . H. D . H.D . H. D . H.D . H. D . H.D . H. D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H. D . H.D . H. D . H.D . H. D . H.D . H. D . H.D . H.D . H.D . H.D . H.D . H. D . H.D . H. D . H.D . H. D . H.D . H. D . H.D . H. D . H.D . H. D . H.D . H. D . H.D . H. D . H.D . H. D . H.D . H. D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . 8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 18 " x 1 2 " + 1 " A L 18 " x 1 2 " + 1 " A L 18 " x 1 2 " + 1 " A L 18 " x 1 2 " + 1 " A L H. D . H.D . H. D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . 12121212 12121212 14 " x 1 0 " + 1 " A L 14 " x 1 0 " + 1 " A L 14 " x 1 0 " + 1 " A L 14 " x 1 0 " + 1 " A L 37373737 37373737 37373737 37373737 16 " x 1 0 " + 1 " A L 16 " x 1 0 " + 1 " A L 16 " x 1 0 " + 1 " A L 16 " x 1 0 " + 1 " A L 10 " x 1 0 " + 1 " A L 10 " x 1 0 " + 1 " A L 10 " x 1 0 " + 1 " A L 10 " x 1 0 " + 1 " A L 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 10 " x 1 0 " + 1 " A L 10 " x 1 0 " + 1 " A L 10 " x 1 0 " + 1 " A L 10 " x 1 0 " + 1 " A L H.D . H.D . H.D . H.D . H.D . H. D . H.D . H. D . H.D . H.D . H.D . H.D . H. D . H.D . H. D . H.D . H.D . H.D . H.D . H.D . H.D . H. D . H.D . H. D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H. D . H.D . H. D . H.D . H. D . H.D . H. D . H.D . 12121212 40404040 12121212 H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H. D . H.D . H. D . H.D . 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 14 " x 1 0 " + 1 " A L 14 " x 1 0 " + 1 " A L 14 " x 1 0 " + 1 " A L 14 " x 1 0 " + 1 " A L H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . 8"Ø8"Ø8"Ø8"Ø 39393939 25252525 2525252525252525 25252525 H.D . H.D . H.D . H.D . H. D . H.D . H. D . H.D . 8"Ø 8"Ø 8"Ø 8"Ø 10 " x 1 0 " 10 " x 1 0 " 10 " x 1 0 " 10 " x 1 0 " +1 " A L +1 " A L +1 " A L +1 " A L 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø8"ØH.D . H. D . H.D . H. D . 18 " x 1 2 " + 1 " A L 18 " x 1 2 " + 1 " A L 18 " x 1 2 " + 1 " A L 18 " x 1 2 " + 1 " A L 16 " x 1 0 " + 1 " A L 16 " x 1 0 " + 1 " A L 16 " x 1 0 " + 1 " A L 16 " x 1 0 " + 1 " A L H.D . H.D . H.D . H.D . H. D . H.D . H. D . H.D . H . D . H. D . H.D . H. D . H . D . H.D . H.D . H.D . H . D . H. D . H.D . H. D . H.D . H.D . H.D . H.D . 8"Ø 8"Ø 8"Ø8"Ø 8"Ø 8"Ø 8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . 6"Ø6"Ø6"Ø6"Ø H. D . H.D . H. D . H.D . H.D . H.D . H.D . H.D . H. D . H.D . H. D . H.D . H. D . H.D . H. D . H.D . H. D . H.D . H. D . H.D . H.D . H. D . H.D . H. D . H.D . H.D . H.D . H.D . H. D . H.D . H. D . H.D . 7777 H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D .8"Ø8"Ø8"Ø8"Ø 6"Ø6"Ø6"Ø6"Ø 8"Ø 8"Ø 8"Ø 8"Ø 12 " x 1 0 " 12 " x 1 0 " 12 " x 1 0 " 12 " x 1 0 " +1 " A L +1 " A L +1 " A L +1 " A L H. D . H.D . H. D . H.D . H.D.H.D.H.D.H.D.6"Ø6"Ø6"Ø6"Ø 9999 16"x12" +1"AL 16"x12" +1"AL 16"x12" +1"AL 16"x12" +1"AL 6"Ø 6"Ø 6"Ø 6"Ø 6"Ø 6"Ø 6"Ø 6"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 8 " Ø 8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø H.D . H. D . H.D . H. D . H.D . H.D . H.D . H.D . H.D . H. D . H.D . H. D . H.D . H.D . H.D . H.D . H.D . H. D . H.D . H. D . H.D . H. D . H.D . H. D . H.D . H. D . H.D . H. D . H.D . H. D . H.D . H. D . H. D . H.D . H. D . H.D . H.D . H.D . H.D . H.D . 9999 10101010 12"x12" +1"AL 12"x12" +1"AL 12"x12" +1"AL 12"x12" +1"AL 22222222 22222222 22222222 22222222 22222222 22222222 22222222 22222222 14"x10" +1"AL 14"x10" +1"AL 14"x10" +1"AL 14"x10" +1"AL 14"x10" +1"AL 14"x10" +1"AL 14"x10" +1"AL 14"x10" +1"AL 8"Ø8"Ø8"Ø8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 16"x16" +1"AL 16"x16" +1"AL 16"x16" +1"AL 16"x16" +1"AL 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø8"Ø8"Ø8"Ø 6"Ø6"Ø6"Ø6"Ø 6"Ø6"Ø6"Ø6"Ø 6"Ø6"Ø6"Ø6"Ø 6"Ø6"Ø6"Ø6"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 16"x16" +1"AL 16"x16" +1"AL 16"x16" +1"AL 16"x16" +1"AL H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H. D . H.D . H. D . H.D . H. D . H.D . H. D . H.D . H. D . H.D . H. D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H. D . H.D . H. D . H.D . H.D . H.D . H.D . H . D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. H. D . H.D . H. D . H.D . H. D . H.D . H. D . H.D . H.D . H.D . H.D . H.D . H.D . H. D . H.D . H. D . H.D . H.D . H.D . H.D . H . D . H.D . H.D . H.D . H. D . H.D . H. D . H.D . H.D . H. D . H.D . H. D . H.D . H.D . H.D . H.D . 10"x10" +1"AL 10"x10" +1"AL 10"x10" +1"AL 10"x10" +1"AL 8"x 8 " + 1 " A L 8"x 8 " + 1 " A L 8"x 8 " + 1 " A L 8"x 8 " + 1 " A L 8"Ø 8"Ø 8"Ø8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø8"Ø 6"Ø6"Ø6"Ø6"Ø 8"Ø 8"Ø 8"Ø 8"Ø 6"Ø 6"Ø 6"Ø6"Ø H. D . H.D . H. D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H. D . H.D . H. D . H.D . H. D . H.D . H. D . H . D . H. D . H.D . H. D . H. D . H.D . H. D . H.D . H.D . H.D . H.D . H.D . 8"Ø 8"Ø 8"Ø 8"Ø 14 " x 8 " 14 " x 8 " 14 " x 8 " 14 " x 8 " +1 " A L +1 " A L +1 " A L +1 " A L 8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 14"x8" +1"AL 14"x8" +1"AL 14"x8" +1"AL 14"x8" +1"AL8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 14 " x 8 " 14 " x 8 " 14 " x 8 " 14 " x 8 " +1 " A L +1 " A L +1 " A L +1 " A L 24 " x 1 8 " + 1 " A L 24 " x 1 8 " + 1 " A L 24 " x 1 8 " + 1 " A L 24 " x 1 8 " + 1 " A L 16 " x 1 6 " + 1 " A L 16 " x 1 6 " + 1 " A L 16 " x 1 6 " + 1 " A L 16 " x 1 6 " + 1 " A L 6"Ø 6"Ø 6"Ø6"Ø H.D . H. D . H.D . H. D . H.D . H. D . H.D . H. D . H. D . H.D . H. D . H.D . H.D . H.D . H.D . H.D . 8"Ø 8"Ø 8"Ø8"Ø 12"x10" +1"AL 12"x10" +1"AL 12"x10" +1"AL 12"x10" +1"AL 8"Ø8"Ø8"Ø8"Ø 8"Ø 8"Ø 8"Ø 8"Ø H.D . H.D . H.D . H.D . H . D . H.D . H. D . H.D . 10 " x 1 0 " 10 " x 1 0 " 10 " x 1 0 " 10 " x 1 0 " +1 " A L +1 " A L +1 " A L +1 " A L 6"Ø6"Ø6"Ø6"Ø 8"Ø 8"Ø 8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 12 " x 1 0 " 12 " x 1 0 " 12 " x 1 0 " 12 " x 1 0 " +1 " A L +1 " A L +1 " A L +1 " A L 8"Ø8"Ø8"Ø8"Ø 29292929 13131313 1515151515151515 15151515 9999 9999 9999 15151515 32323232 32323232 15151515 15151515 29292929 13131313 15151515 9999 9999 9999 4444 9999 23232323 23232323 38383838 15151515 15151515 9999 67676767 9999 H.D . H.D . H.D . H.D . 36363636 6666666666666666 10 " Ø 10 " Ø 10 " Ø 10 " Ø 10 " Ø 10 " Ø 10 " Ø 10 " Ø 10 " Ø 10 " Ø 10 " Ø 10 " Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 10 " Ø 10 " Ø 10 " Ø 10 " Ø 10 " Ø 10 " Ø 10 " Ø 10 " Ø 10 " Ø 10 " Ø 10 " Ø 10 " Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H. D . H.D . H. D . H . D . H.D . H. D . H.D . H . D . H.D . H. D . H.D . H. D . H.D . H. D . H.D . H.D . H. D . H.D . H. D . H.D . H. D . H.D . H. D . H.D . H.D . H.D . H.D . H.D . H. D . H.D . H. D . H.D . H.D . H.D . H.D . 20 " x 1 4 " + 1 " A L 20 " x 1 4 " + 1 " A L 20 " x 1 4 " + 1 " A L 20 " x 1 4 " + 1 " A L H.D . H.D . H.D . H.D . H. D . H.D . H. D . H.D . H. D . H.D . H. D . H.D . H. D . H.D . H. D . H.D . 12"Ø 12"Ø 12"Ø 12"Ø 12"x10" +1"AL 12"x10" +1"AL 12"x10" +1"AL 12"x10" +1"AL 12"x10" +1"AL 12"x10" +1"AL 12"x10" +1"AL 12"x10" +1"AL 12 " Ø 12 " Ø 12 " Ø 12 " Ø 12 " Ø 12 " Ø 12 " Ø 12 " Ø 12"x10" +1"AL 12"x10" +1"AL 12"x10" +1"AL 12"x10" +1"AL 12"Ø 12"Ø 12"Ø 12"Ø 6"x 8 " 6"x 8 " 6"x 8 " 6"x 8 " +1 " A L +1 " A L +1 " A L +1 " A L 14"x8" +1"AL 14"x8" +1"AL 14"x8" +1"AL 14"x8" +1"AL F. S . D . F. S . D . F. S . D . F. S . D . F. S . D . F. S . D . F. S . D . F. S . D . H.D.H.D.H.D.H.D. 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø8"Ø8"Ø8"Ø 6"Ø 6"Ø 6"Ø 6"Ø 8"x8" +1"AL 8"x8" +1"AL 8"x8" +1"AL 8"x8" +1"AL H.D . H.D . H.D . H.D . H.D . H. D . H.D . H. D . 8"Ø 8"Ø 8"Ø8"Ø H.D H.D H.D H.D 8"Ø 8"Ø 8"Ø 8"Ø 20"x12" +1"AL 20"x12" +1"AL 20"x12" +1"AL 20"x12" +1"AL 20"x12" +1"AL 20"x12" +1"AL 20"x12" +1"AL 20"x12" +1"AL 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 18"x14" +1"AL 18"x14" +1"AL 18"x14" +1"AL 18"x14" +1"AL F.S . D . F. S . D . F.S . D . F. S . D . H.D . H. D . H.D . H. D . F.S . D . F. S . D . F.S . D . F. S . D . 68686868 H.D . H. D . H.D . H. D . H.D . H.D . H.D . H.D . H.D . H. D . H.D . H. D . H.D . H.D . H.D . H.D . H.D . H. D . H.D . H. D . H.D . H.D . H.D . H.D . H.D . H. D . H.D . H. D . H.D . H.D . H.D . H.D . 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 69696969 69696969 69696969 69696969 69696969 696969696969696969696969 6"x 1 8 " + 1 " A L 6"x 1 8 " + 1 " A L 6"x 1 8 " + 1 " A L 6"x 1 8 " + 1 " A L H.D . H.D . H.D . H.D . H . D . H.D . H. D . H.D . H . D . H. D . H.D . H. D . H.D . H.D . H.D . H.D . 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 71717171 71717171 71717171 71717171 71717171 71717171 71717171 71717171 70707070 70707070 72727272 72727272 72727272 72727272 8"x 6 " 8"x 6 " 8"x 6 " 8"x 6 " 8"x 6 " 8"x 6 " 8"x 6 " 8"x 6 " 8"x 6 " 8"x 6 " 8"x 6 " 8"x 6 " H.D . H. D . H.D . H. D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . 5555 16"x10" +1"AL 16"x10" +1"AL 16"x10" +1"AL 16"x10" +1"AL 6"Ø6"Ø6"Ø6"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 8 " Ø 8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø 12 " x 1 0 " 12 " x 1 0 " 12 " x 1 0 " 12 " x 1 0 " +1 " A L +1 " A L +1 " A L +1 " A L 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 20 " x 1 6 " + 1 " A L 20 " x 1 6 " + 1 " A L 20 " x 1 6 " + 1 " A L 20 " x 1 6 " + 1 " A L 3333 8"Ø8"Ø8"Ø8"Ø H.D . H.D . H.D . H.D . 8"Ø8"Ø8"Ø8"Ø 62626262 H. D . H.D . H. D . H.D . 8"Ø 8"Ø 8"Ø 8"Ø 15151515 15151515 9999 9999 9999 H.D . H.D . H.D . H.D . H. D . H.D . H. D . H.D . H . D . H.D . H. D . H.D . H . D . H.D . H.D . H.D . H . D . H.D . H. D . H.D . H . D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H. D . H.D . H. D . H.D . H . D . H.D . H. D . H.D . H . D . H.D . H.D . H.D . H . D . H.D . H. D . H.D . H . D . H.D . H.D . H.D . 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 73737373 73737373 73737373 47474747 73737373 73737373 73737373 73737373 7373737373737373 73737373 73737373 F. S . D . F.S . D . F. S . D . F.S . D . 73737373 F. S . D . F.S . D . F. S . D . F.S . D . 73737373 F.S . D . F. S . D . F.S . D . F. S . D . 73737373 F. S . D . F.S . D . F. S . D . F.S . D . 73737373 73737373 73737373 73737373 73737373 73737373 41414141 73737373 73737373 73737373 73737373 H. D . H.D . H. D . H.D . H. D . H.D . H. D . H.D . 6"Ø 6"Ø 6"Ø 6"Ø 73737373 73737373 73737373 73737373 73737373 73737373 73737373 73737373 73737373 73737373 73737373 73737373 73737373 73737373 73737373 1111 MH 3 0 2 MH 3 0 2 MH 3 0 2 MH 3 0 2 2222 MH 3 0 2 MH 3 0 2 MH 3 0 2 MH 3 0 2 1111 MH 3 0 3 MH 3 0 3 MH 3 0 3 MH 3 0 3 2222 MH 3 0 3 MH 3 0 3 MH 3 0 3 MH 3 0 3 H.D . H.D . H.D . H.D .8"Ø8"Ø8"Ø8"Ø H.D . H. D . H.D . H. D . 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 6"Ø 6"Ø 6"Ø 6"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø8"Ø H.D . H. D . H.D . H. D . 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø12 " x 1 0 " 12 " x 1 0 " 12 " x 1 0 " 12 " x 1 0 " +1 " A L +1 " A L +1 " A L +1 " A L 12 " x 1 2 " 12 " x 1 2 " 12 " x 1 2 " 12 " x 1 2 " +1 " A L +1 " A L +1 " A L +1 " A L 16 " x 1 6 " + 1 " A L 16 " x 1 6 " + 1 " A L 16 " x 1 6 " + 1 " A L 16 " x 1 6 " + 1 " A L 8"Ø8"Ø8"Ø8"Ø H. D . H.D . H. D . H.D . 8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø 20 " x 1 4 " + 1 " A L 20 " x 1 4 " + 1 " A L 20 " x 1 4 " + 1 " A L 20 " x 1 4 " + 1 " A L 20 " x 1 4 " + 1 " A L 20 " x 1 4 " + 1 " A L 20 " x 1 4 " + 1 " A L 20 " x 1 4 " + 1 " A L 6"Ø6"Ø6"Ø6"Ø 8"Ø 8"Ø 8"Ø 8"Ø H.D . H. D . H.D . H. D . 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø8"Ø 8"Ø 8"Ø8"Ø 8"Ø 8"Ø 8"Ø 8"Ø H. D . H.D . H. D . H.D . 8"Ø8"Ø8"Ø8"Ø H. D . H.D . H. D . H.D . 8"Ø8"Ø8"Ø8"Ø H.D . H.D . H.D . H.D . 8"Ø 8"Ø 8"Ø8"Ø 8"Ø 8"Ø 8"Ø 8"Ø H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . 8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø 43434343 9999 6"Ø 6"Ø 6"Ø 6"ØH.D . H.D . H.D . H.D . 6"Ø 6"Ø 6"Ø 6"Ø 8"Ø 8"Ø 8"Ø8"Ø 12 " x 1 0 " + 1 " A L 12 " x 1 0 " + 1 " A L 12 " x 1 0 " + 1 " A L 12 " x 1 0 " + 1 " A L 6"Ø6"Ø6"Ø6"Ø 24 " x 1 8 " + 1 " A L 24 " x 1 8 " + 1 " A L 24 " x 1 8 " + 1 " A L 24 " x 1 8 " + 1 " A L H.D . H.D . H.D . H.D . 28282828 H.D . H.D . H.D . H.D . 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 6"x 8 " 6"x 8 " 6"x 8 " 6"x 8 " +1 " A L +1 " A L +1 " A L +1 " A L H.D . H.D . H.D . H.D . H.D . H. D . H.D . H. D . 33333333 34343434 8"Ø8"Ø8"Ø8"Ø H.D . H.D . H.D . H.D . 33333333 15151515 34343434 1111 14 8 IN S T R U C T I O N 2 8"Ø 8"Ø 8"Ø 8"Ø H.D . H.D . H.D . H.D . H.D . H. D . H.D . H. D . 8"Ø 8"Ø 8"Ø 8"Ø8"Ø 8"Ø 8"Ø 8"Ø H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . 8"Ø 8"Ø 8"Ø 8"Ø8"Ø 8"Ø 8"Ø 8"Ø H. D . H.D . H. D . H.D . 8"Ø 8"Ø 8"Ø 8"Ø H.D . H.D . H.D . H.D . 8"Ø 8"Ø 8"Ø 8"Ø 2222 12 " x 1 0 " + 1 " A L 12 " x 1 0 " + 1 " A L 12 " x 1 0 " + 1 " A L 12 " x 1 0 " + 1 " A L 10"Ø 10"Ø 10"Ø 10"Ø H.D . H.D . H.D . H.D . 8"Ø8"Ø8"Ø8"Ø 10 " Ø 10 " Ø 10 " Ø 10 " Ø 10 " Ø 10 " Ø 10 " Ø 10 " Ø H.D . H.D . H.D . H.D . 10"Ø 10"Ø 10"Ø 10"Ø 10"Ø 10"Ø 10"Ø 10"Ø 6"Ø6"Ø6"Ø6"Ø8"x 6 " 8"x 6 " 8"x 6 " 8"x 6 " 6"Ø6"Ø6"Ø6"Ø 74747474 7474747475757575 8"Ø 8"Ø 8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 26 " x 1 0 " + 1 " A L 26 " x 1 0 " + 1 " A L 26 " x 1 0 " + 1 " A L 26 " x 1 0 " + 1 " A L 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, Utah 84010 Telephone (801) 322-0487 Telefax (801) 322-0490 www.heatheng.com 8/6/2012 12:33:05 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\jbeal\Documents\REVIT PROJECTS\v12\11071-Mech-CF_Indianapolis Temple-v12_jbeal.rvt LEVEL 1 MECH HVAC PLAN - S.A.MH102Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012JTBChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : SC A L E : SC A L E : SC A L E : 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " LE V E L 1 M E C H A N I C A L H V A C P L A N - S U P P L Y A I R D U C T W O R K 0000 5555 10101010 10101010 20202020 NOTE #DIFFUSER CALLOUTDESCRIPTION 1111S-2S-2S-2S-23'-6"x2 SLOT SUPPLY AIR DIFFUSER, BLANKED-OFF.3'-6"x2 SLOT SUPPLY AIR DIFFUSER, BLANKED-OFF.3'-6"x2 SLOT SUPPLY AIR DIFFUSER, BLANKED-OFF.3'-6"x2 SLOT SUPPLY AIR DIFFUSER, BLANKED-OFF.2222S-2S-2S-2S-2625 CFM, 12'-6"x3 SLOT SUPPLY AIR DIFFUSER.625 CFM, 12'-6"x3 SLOT SUPPLY AIR DIFFUSER.625 CFM, 12'-6"x3 SLOT SUPPLY AIR DIFFUSER.625 CFM, 12'-6"x3 SLOT SUPPLY AIR DIFFUSER.333320"x16"+1"AL MAKE-UP AIR DUCT OPENS IN SPACE20"x16"+1"AL MAKE-UP AIR DUCT OPENS IN 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DIFFUSER.20202020S-2S-2S-2S-2360 CFM, 12'-0"x2 SLOT SUPPLY AIR DIFFUSER.360 CFM, 12'-0"x2 SLOT SUPPLY AIR DIFFUSER.360 CFM, 12'-0"x2 SLOT SUPPLY AIR DIFFUSER.360 CFM, 12'-0"x2 SLOT SUPPLY AIR DIFFUSER.21212121S-1S-1S-1S-1180 CFM, 8"Ø NK., SUPPLY AIR DIFFUSER.180 CFM, 8"Ø NK., SUPPLY AIR DIFFUSER.180 CFM, 8"Ø NK., SUPPLY AIR DIFFUSER.180 CFM, 8"Ø NK., SUPPLY AIR DIFFUSER.22222222S-2S-2S-2S-23'-5"x2 SLOT SUPPLY AIR DIFFUSER, BLANKED-OFF3'-5"x2 SLOT SUPPLY AIR DIFFUSER, BLANKED-OFF3'-5"x2 SLOT SUPPLY AIR DIFFUSER, BLANKED-OFF3'-5"x2 SLOT SUPPLY AIR DIFFUSER, BLANKED-OFF WITH MITERED CORNERS.WITH MITERED CORNERS.WITH MITERED CORNERS.WITH MITERED CORNERS.23232323S-1S-1S-1S-1180 CFM, 8"Ø NK., SUPPLY AIR DIFFUSER.180 CFM, 8"Ø NK., SUPPLY AIR DIFFUSER.180 CFM, 8"Ø NK., SUPPLY AIR DIFFUSER.180 CFM, 8"Ø NK., SUPPLY AIR DIFFUSER.24242424S-2S-2S-2S-22'-10"x2 SLOT SUPPLY AIR DIFFUSER, BLANKED-OFF.2'-10"x2 SLOT SUPPLY AIR DIFFUSER, BLANKED-OFF.2'-10"x2 SLOT SUPPLY AIR DIFFUSER, BLANKED-OFF.2'-10"x2 SLOT SUPPLY AIR DIFFUSER, BLANKED-OFF.25252525S-2S-2S-2S-21'-6"x2 SLOT SUPPLY AIR DIFFUSER, BLANKED-OFF.1'-6"x2 SLOT SUPPLY AIR DIFFUSER, BLANKED-OFF.1'-6"x2 SLOT SUPPLY AIR DIFFUSER, BLANKED-OFF.1'-6"x2 SLOT SUPPLY AIR DIFFUSER, BLANKED-OFF.26262626S-2S-2S-2S-270 CFM, 2'-6"x2 SLOT SUPPLY AIR DIFFUSER.70 CFM, 2'-6"x2 SLOT SUPPLY AIR DIFFUSER.70 CFM, 2'-6"x2 SLOT SUPPLY AIR DIFFUSER.70 CFM, 2'-6"x2 SLOT SUPPLY AIR DIFFUSER.27272727S-2S-2S-2S-290 CFM, 3'-0"x2 SLOT SUPPLY AIR DIFFUSER.90 CFM, 3'-0"x2 SLOT SUPPLY AIR DIFFUSER.90 CFM, 3'-0"x2 SLOT SUPPLY AIR DIFFUSER.90 CFM, 3'-0"x2 SLOT SUPPLY AIR DIFFUSER.28282828S-5S-5S-5S-590 CFM, 8"Ø NK., SUPPLY AIR DIFFUSER.90 CFM, 8"Ø NK., SUPPLY AIR DIFFUSER.90 CFM, 8"Ø NK., SUPPLY AIR DIFFUSER.90 CFM, 8"Ø NK., SUPPLY AIR DIFFUSER.29292929S-1S-1S-1S-1150 CFM, 8"Ø NK., SUPPLY AIR DIFFUSER.150 CFM, 8"Ø NK., SUPPLY AIR DIFFUSER.150 CFM, 8"Ø NK., SUPPLY AIR DIFFUSER.150 CFM, 8"Ø NK., SUPPLY AIR DIFFUSER.30303030S-2S-2S-2S-2195 CFM, 10'-0"x2 SLOT SUPPLY AIR DIFFUSER.195 CFM, 10'-0"x2 SLOT SUPPLY AIR DIFFUSER.195 CFM, 10'-0"x2 SLOT SUPPLY AIR DIFFUSER.195 CFM, 10'-0"x2 SLOT SUPPLY AIR DIFFUSER.31313131S-1S-1S-1S-1135 CFM, 8"Ø NK., SUPPLY AIR DIFFUSER.135 CFM, 8"Ø NK., SUPPLY AIR DIFFUSER.135 CFM, 8"Ø NK., SUPPLY AIR DIFFUSER.135 CFM, 8"Ø NK., SUPPLY AIR DIFFUSER.32323232S-2S-2S-2S-2230 CFM, 12'-9"x2 SLOT SUPPLY AIR DIFFUSER.230 CFM, 12'-9"x2 SLOT SUPPLY AIR DIFFUSER.230 CFM, 12'-9"x2 SLOT SUPPLY AIR DIFFUSER.230 CFM, 12'-9"x2 SLOT SUPPLY AIR DIFFUSER.33333333S-3S-3S-3S-3200 CFM, 10"Ø NK., SUPPLY AIR DIFFUSER.200 CFM, 10"Ø NK., SUPPLY AIR DIFFUSER.200 CFM, 10"Ø NK., SUPPLY AIR DIFFUSER.200 CFM, 10"Ø NK., SUPPLY AIR DIFFUSER.34343434S-3S-3S-3S-3400 CFM, 12"Ø NK., SUPPLY AIR DIFFUSER.400 CFM, 12"Ø NK., SUPPLY AIR DIFFUSER.400 CFM, 12"Ø NK., SUPPLY AIR DIFFUSER.400 CFM, 12"Ø NK., SUPPLY AIR DIFFUSER.35353535S-2S-2S-2S-2240 CFM, 6'-11"x2 SLOT SUPPLY AIR DIFFUSER.240 CFM, 6'-11"x2 SLOT SUPPLY AIR DIFFUSER.240 CFM, 6'-11"x2 SLOT SUPPLY AIR DIFFUSER.240 CFM, 6'-11"x2 SLOT SUPPLY AIR DIFFUSER.36363636S-2S-2S-2S-2425 CFM, 12'-6-1/2"x2 SLOT SUPPLY AIR DIFFUSER.425 CFM, 12'-6-1/2"x2 SLOT SUPPLY AIR DIFFUSER.425 CFM, 12'-6-1/2"x2 SLOT SUPPLY AIR DIFFUSER.425 CFM, 12'-6-1/2"x2 SLOT SUPPLY AIR DIFFUSER.37373737S-2S-2S-2S-2120 CFM, 4'-0"x2 SLOT SUPPLY AIR DIFFUSER.120 CFM, 4'-0"x2 SLOT SUPPLY AIR DIFFUSER.120 CFM, 4'-0"x2 SLOT SUPPLY AIR DIFFUSER.120 CFM, 4'-0"x2 SLOT SUPPLY AIR DIFFUSER.38383838S-2S-2S-2S-2105 CFM, 3'-6"x2 SLOT SUPPLY AIR DIFFUSER.105 CFM, 3'-6"x2 SLOT SUPPLY AIR DIFFUSER.105 CFM, 3'-6"x2 SLOT SUPPLY AIR DIFFUSER.105 CFM, 3'-6"x2 SLOT SUPPLY AIR DIFFUSER.39393939S-2S-2S-2S-2210 CFM, 7'-0"x2 SLOT SUPPLY AIR DIFFUSER.210 CFM, 7'-0"x2 SLOT SUPPLY AIR DIFFUSER.210 CFM, 7'-0"x2 SLOT SUPPLY AIR DIFFUSER.210 CFM, 7'-0"x2 SLOT SUPPLY AIR DIFFUSER.40404040S-2S-2S-2S-2270 CFM, 10'-0"x2 SLOT SUPPLY AIR DIFFUSER.270 CFM, 10'-0"x2 SLOT SUPPLY AIR DIFFUSER.270 CFM, 10'-0"x2 SLOT SUPPLY AIR DIFFUSER.270 CFM, 10'-0"x2 SLOT SUPPLY AIR DIFFUSER.4141414118"Ø SUPPLY AIR DUCT FROM ABOVE, DROP TO18"Ø SUPPLY AIR DUCT FROM ABOVE, DROP TO18"Ø SUPPLY AIR DUCT FROM ABOVE, DROP TO18"Ø SUPPLY AIR DUCT FROM ABOVE, DROP TO LOWER LEVEL. SEE DRAWINGS MH401 AND MH100LOWER LEVEL. SEE DRAWINGS MH401 AND MH100LOWER LEVEL. SEE DRAWINGS MH401 AND MH100LOWER LEVEL. SEE DRAWINGS MH401 AND MH100 FOR CONTINUATION.FOR CONTINUATION.FOR CONTINUATION.FOR CONTINUATION.42424242S-2S-2S-2S-2295 CFM, 14'-0"x2 SLOT SUPPLY AIR DIFFUSER.295 CFM, 14'-0"x2 SLOT SUPPLY AIR DIFFUSER.295 CFM, 14'-0"x2 SLOT SUPPLY AIR DIFFUSER.295 CFM, 14'-0"x2 SLOT SUPPLY AIR DIFFUSER.43434343RUN DUCT THRU FIRE RATED HORIZONTAL CHASE.RUN DUCT THRU FIRE RATED HORIZONTAL CHASE.RUN DUCT THRU FIRE RATED HORIZONTAL CHASE.RUN DUCT THRU FIRE RATED HORIZONTAL CHASE.44444444S-2S-2S-2S-265 CFM, 1'-7"x2 SLOT SUPPLY AIR DIFFUSER.65 CFM, 1'-7"x2 SLOT SUPPLY AIR DIFFUSER.65 CFM, 1'-7"x2 SLOT SUPPLY AIR DIFFUSER.65 CFM, 1'-7"x2 SLOT SUPPLY AIR DIFFUSER.45454545S-2S-2S-2S-2120 CFM, 4'-0"x2 SLOT SUPPLY AIR DIFFUSER.120 CFM, 4'-0"x2 SLOT SUPPLY AIR DIFFUSER.120 CFM, 4'-0"x2 SLOT SUPPLY AIR DIFFUSER.120 CFM, 4'-0"x2 SLOT SUPPLY AIR DIFFUSER.46464646S-2S-2S-2S-295 CFM, 2'-10"x2 SLOT SUPPLY AIR DIFFUSER.95 CFM, 2'-10"x2 SLOT SUPPLY AIR DIFFUSER.95 CFM, 2'-10"x2 SLOT SUPPLY AIR DIFFUSER.95 CFM, 2'-10"x2 SLOT SUPPLY AIR DIFFUSER.47474747RUN 8"Ø SUPPLY AIR DUCT INTO PROJECTOR BOX ANDRUN 8"Ø SUPPLY AIR DUCT INTO PROJECTOR BOX ANDRUN 8"Ø SUPPLY AIR DUCT INTO PROJECTOR BOX ANDRUN 8"Ø SUPPLY AIR DUCT INTO PROJECTOR BOX AND BALANCE FOR 300 CFM.BALANCE FOR 300 CFM.BALANCE FOR 300 CFM.BALANCE FOR 300 CFM.48484848S-2S-2S-2S-22'-0"x3 SLOT SUPPLY AIR DIFFUSER, BLANKED-OFF.2'-0"x3 SLOT SUPPLY AIR DIFFUSER, BLANKED-OFF.2'-0"x3 SLOT SUPPLY AIR DIFFUSER, BLANKED-OFF.2'-0"x3 SLOT SUPPLY AIR DIFFUSER, BLANKED-OFF.49494949S-2S-2S-2S-21'-7"x2 SLOT SUPPLY AIR DIFFUSER, BLANKED-OFF.1'-7"x2 SLOT SUPPLY AIR DIFFUSER, BLANKED-OFF.1'-7"x2 SLOT SUPPLY AIR DIFFUSER, BLANKED-OFF.1'-7"x2 SLOT SUPPLY AIR DIFFUSER, BLANKED-OFF.50505050S-1S-1S-1S-1350 CFM, 10"Ø NK., SUPPLY AIR DIFFUSER.350 CFM, 10"Ø NK., SUPPLY AIR DIFFUSER.350 CFM, 10"Ø NK., SUPPLY AIR DIFFUSER.350 CFM, 10"Ø NK., SUPPLY AIR DIFFUSER.51515151S-2S-2S-2S-2500 CFM, 11'-0"x3 SLOT SUPPLY AIR DIFFUSER.500 CFM, 11'-0"x3 SLOT SUPPLY AIR DIFFUSER.500 CFM, 11'-0"x3 SLOT SUPPLY AIR DIFFUSER.500 CFM, 11'-0"x3 SLOT SUPPLY AIR DIFFUSER.52525252S-2S-2S-2S-2140 CFM, 6'-0"x2 SLOT SUPPLY AIR DIFFUSER.140 CFM, 6'-0"x2 SLOT SUPPLY AIR DIFFUSER.140 CFM, 6'-0"x2 SLOT SUPPLY AIR DIFFUSER.140 CFM, 6'-0"x2 SLOT SUPPLY AIR DIFFUSER.53535353S-2S-2S-2S-2410 CFM, 13'-0"x2 SLOT SUPPLY AIR DIFFUSER.410 CFM, 13'-0"x2 SLOT SUPPLY AIR DIFFUSER.410 CFM, 13'-0"x2 SLOT SUPPLY AIR DIFFUSER.410 CFM, 13'-0"x2 SLOT SUPPLY AIR DIFFUSER.54545454S-2S-2S-2S-2550 CFM, 12'-0"x3 SLOT SUPPLY AIR DIFFUSER.550 CFM, 12'-0"x3 SLOT SUPPLY AIR DIFFUSER.550 CFM, 12'-0"x3 SLOT SUPPLY AIR DIFFUSER.550 CFM, 12'-0"x3 SLOT SUPPLY AIR DIFFUSER.55555555S-2S-2S-2S-2140 CFM, 3'-0"x3 SLOT SUPPLY AIR DIFFUSER.140 CFM, 3'-0"x3 SLOT SUPPLY AIR DIFFUSER.140 CFM, 3'-0"x3 SLOT SUPPLY AIR DIFFUSER.140 CFM, 3'-0"x3 SLOT SUPPLY AIR DIFFUSER.56565656S-2S-2S-2S-285 CFM, 2'-0"x3 SLOT SUPPLY AIR DIFFUSER.85 CFM, 2'-0"x3 SLOT SUPPLY AIR DIFFUSER.85 CFM, 2'-0"x3 SLOT SUPPLY AIR DIFFUSER.85 CFM, 2'-0"x3 SLOT SUPPLY AIR DIFFUSER.57575757S-2S-2S-2S-2165 CFM, 4'-0"x3 SLOT SUPPLY AIR DIFFUSER.165 CFM, 4'-0"x3 SLOT SUPPLY AIR DIFFUSER.165 CFM, 4'-0"x3 SLOT SUPPLY AIR DIFFUSER.165 CFM, 4'-0"x3 SLOT SUPPLY AIR DIFFUSER.58585858S-2S-2S-2S-2815 CFM, 20'-0"x3 SLOT SUPPLY AIR DIFFUSER.815 CFM, 20'-0"x3 SLOT SUPPLY AIR DIFFUSER.815 CFM, 20'-0"x3 SLOT SUPPLY AIR DIFFUSER.815 CFM, 20'-0"x3 SLOT SUPPLY AIR DIFFUSER.59595959S-2S-2S-2S-2285 CFM, 7'-0"x3 SLOT SUPPLY AIR DIFFUSER.285 CFM, 7'-0"x3 SLOT SUPPLY AIR DIFFUSER.285 CFM, 7'-0"x3 SLOT SUPPLY AIR DIFFUSER.285 CFM, 7'-0"x3 SLOT SUPPLY AIR DIFFUSER.60606060S-2S-2S-2S-2370 CFM, 10'-0"x3 SLOT SUPPLY AIR DIFFUSER.370 CFM, 10'-0"x3 SLOT SUPPLY AIR DIFFUSER.370 CFM, 10'-0"x3 SLOT SUPPLY AIR DIFFUSER.370 CFM, 10'-0"x3 SLOT SUPPLY AIR DIFFUSER.61616161S-2S-2S-2S-2250 CFM, 5'-0"x3 SLOT SUPPLY AIR DIFFUSER.250 CFM, 5'-0"x3 SLOT SUPPLY AIR DIFFUSER.250 CFM, 5'-0"x3 SLOT SUPPLY AIR DIFFUSER.250 CFM, 5'-0"x3 SLOT SUPPLY AIR DIFFUSER.62626262S-2S-2S-2S-2160 CFM, 4'-0"x3 SLOT SUPPLY AIR DIFFUSER.160 CFM, 4'-0"x3 SLOT SUPPLY AIR DIFFUSER.160 CFM, 4'-0"x3 SLOT SUPPLY AIR DIFFUSER.160 CFM, 4'-0"x3 SLOT SUPPLY AIR DIFFUSER.63636363S-2S-2S-2S-2150 CFM, 3'-0"x4 SLOT SUPPLY AIR DIFFUSER.150 CFM, 3'-0"x4 SLOT SUPPLY AIR DIFFUSER.150 CFM, 3'-0"x4 SLOT SUPPLY AIR DIFFUSER.150 CFM, 3'-0"x4 SLOT SUPPLY AIR DIFFUSER.64646464S-2S-2S-2S-2200 CFM, 4'-0"x4 SLOT SUPPLY AIR DIFFUSER.200 CFM, 4'-0"x4 SLOT SUPPLY AIR DIFFUSER.200 CFM, 4'-0"x4 SLOT SUPPLY AIR DIFFUSER.200 CFM, 4'-0"x4 SLOT SUPPLY AIR DIFFUSER.65656565S-6S-6S-6S-6335 CFM, 6'-0"x4 SLOT SUPPLY AIR DIFFUSER.335 CFM, 6'-0"x4 SLOT SUPPLY AIR DIFFUSER.335 CFM, 6'-0"x4 SLOT SUPPLY AIR DIFFUSER.335 CFM, 6'-0"x4 SLOT SUPPLY AIR DIFFUSER.66666666S-2S-2S-2S-280 CFM, 3'-0"x2 SLOT SUPPLY AIR DIFFUSER.80 CFM, 3'-0"x2 SLOT SUPPLY AIR DIFFUSER.80 CFM, 3'-0"x2 SLOT SUPPLY AIR DIFFUSER.80 CFM, 3'-0"x2 SLOT SUPPLY AIR DIFFUSER.67676767S-2S-2S-2S-2125 CFM, 2'-6"x3 SLOT SUPPLY AIR DIFFUSER.125 CFM, 2'-6"x3 SLOT SUPPLY AIR DIFFUSER.125 CFM, 2'-6"x3 SLOT SUPPLY AIR DIFFUSER.125 CFM, 2'-6"x3 SLOT SUPPLY AIR DIFFUSER.68686868S-4S-4S-4S-4100 CFM, 8"x6" NK., SUPPLY AIR DIFFUSER WITH100 CFM, 8"x6" NK., SUPPLY AIR DIFFUSER WITH100 CFM, 8"x6" NK., SUPPLY AIR DIFFUSER WITH100 CFM, 8"x6" NK., SUPPLY AIR DIFFUSER WITH FIRE/SMOKE DAMPER.FIRE/SMOKE DAMPER.FIRE/SMOKE DAMPER.FIRE/SMOKE DAMPER.69696969S-5S-5S-5S-5185 CFM, 8"Ø NK., SUPPLY AIR DIFFUSER.185 CFM, 8"Ø NK., SUPPLY AIR DIFFUSER.185 CFM, 8"Ø NK., SUPPLY AIR DIFFUSER.185 CFM, 8"Ø NK., SUPPLY AIR DIFFUSER.707070708"Ø SUPPLY AIR DUCT FROM ABOVE, SEE DRAWING8"Ø SUPPLY AIR DUCT FROM ABOVE, SEE DRAWING8"Ø SUPPLY AIR DUCT FROM ABOVE, SEE DRAWING8"Ø SUPPLY AIR DUCT FROM ABOVE, SEE DRAWING MH102 FOR CONTINUATION.MH102 FOR CONTINUATION.MH102 FOR CONTINUATION.MH102 FOR CONTINUATION.71717171S-5S-5S-5S-5110 CFM, 8"Ø NK., SUPPLY AIR DIFFUSER.110 CFM, 8"Ø NK., SUPPLY AIR DIFFUSER.110 CFM, 8"Ø NK., SUPPLY AIR DIFFUSER.110 CFM, 8"Ø NK., SUPPLY AIR DIFFUSER.72727272S-6S-6S-6S-6280 CFM, 5'-0"x4 SLOT SUPPLY AIR DIFFUSER.280 CFM, 5'-0"x4 SLOT SUPPLY AIR DIFFUSER.280 CFM, 5'-0"x4 SLOT SUPPLY AIR DIFFUSER.280 CFM, 5'-0"x4 SLOT SUPPLY AIR DIFFUSER.73737373SEE DRAWING MH401 FOR CONTINUATION.SEE DRAWING MH401 FOR CONTINUATION.SEE DRAWING MH401 FOR CONTINUATION.SEE DRAWING MH401 FOR CONTINUATION.74747474S-2S-2S-2S-295 CFM, 2'-0"x3 SLOT SUPPLY AIR DIFFUSER.95 CFM, 2'-0"x3 SLOT SUPPLY AIR DIFFUSER.95 CFM, 2'-0"x3 SLOT SUPPLY AIR DIFFUSER.95 CFM, 2'-0"x3 SLOT SUPPLY AIR DIFFUSER.75757575S-2S-2S-2S-2150 CFM, 3'-0"x3 SLOT SUPPLY AIR DIFFUSER.150 CFM, 3'-0"x3 SLOT SUPPLY AIR DIFFUSER.150 CFM, 3'-0"x3 SLOT SUPPLY AIR DIFFUSER.150 CFM, 3'-0"x3 SLOT SUPPLY AIR DIFFUSER.DRAWING NOTES GENERAL NOTES PROVIDE REMOTE DAMPER ADJUSTER FOR ALL CONCEALEDPROVIDE REMOTE DAMPER ADJUSTER FOR ALL CONCEALEDPROVIDE REMOTE DAMPER ADJUSTER FOR ALL CONCEALEDPROVIDE REMOTE DAMPER ADJUSTER FOR ALL CONCEALED BALANCE DAMPERS. LOCATE THE DAMPER ADJUSTERS IN ANBALANCE DAMPERS. LOCATE THE DAMPER ADJUSTERS IN ANBALANCE DAMPERS. LOCATE THE DAMPER ADJUSTERS IN ANBALANCE DAMPERS. LOCATE THE DAMPER ADJUSTERS IN AN ACCESSIBLE LOCATION IN THE MECHANICAL ROOM. SEE DETAILACCESSIBLE LOCATION IN THE MECHANICAL ROOM. SEE DETAILACCESSIBLE LOCATION IN THE MECHANICAL ROOM. SEE DETAILACCESSIBLE LOCATION IN THE MECHANICAL ROOM. SEE DETAIL 8/MH501.8/MH501.8/MH501.8/MH501.INSTALL DUCTWORK AND PIPING OVER MECHANICAL PLATFORMINSTALL DUCTWORK AND PIPING OVER MECHANICAL PLATFORMINSTALL DUCTWORK AND PIPING OVER MECHANICAL PLATFORMINSTALL DUCTWORK AND PIPING OVER MECHANICAL PLATFORM AND CATWALKS AS HIGH AS POSSIBLE. RUN IN STRUCTUREAND CATWALKS AS HIGH AS POSSIBLE. RUN IN STRUCTUREAND CATWALKS AS HIGH AS POSSIBLE. RUN IN STRUCTUREAND CATWALKS AS HIGH AS POSSIBLE. RUN IN STRUCTURE WHERE POSSIBLE TO MAINTAIN ACCESSIBILITY OF PLATFORMWHERE POSSIBLE TO MAINTAIN ACCESSIBILITY OF PLATFORMWHERE POSSIBLE TO MAINTAIN ACCESSIBILITY OF PLATFORMWHERE POSSIBLE TO MAINTAIN ACCESSIBILITY OF PLATFORM AND CATWALKS.AND CATWALKS.AND CATWALKS.AND CATWALKS.A.A.A.A.B.B.B.B. AAAA BBBB B.4B.4B.4B.4 CCCC DDDD EEEE FFFF GGGG KKKK LLLL L.9L.9L.9L.9 MMMM NNNN 13131313 12121212 11111111 10101010 9999 8888 4. 8 4. 8 4. 8 4. 8 4444 3333 2222 1111 HHHH 7777 6666 4. 9 4. 9 4. 9 4. 9 4444 11111111 6666 9999 10101010 8888 1111 H.D . H. D . H.D . H. D . 8"x8" +1"AL 8"x8" +1"AL 8"x8" +1"AL 8"x8" +1"AL 5555 24242424 23232323 25252525 26262626 28282828 2222 3333 30303030 31313131 29292929 34343434 33333333 46464646 41414141 42424242 6"x 6 " + 1 " A L 6"x 6 " + 1 " A L 6"x 6 " + 1 " A L 6"x 6 " + 1 " A L 10 " x 8 " + 1 " A L 10 " x 8 " + 1 " A L 10 " x 8 " + 1 " A L 10 " x 8 " + 1 " A L 10 " x 8 " 10 " x 8 " 10 " x 8 " 10 " x 8 " +1 " A L +1 " A L +1 " A L +1 " A L 12 " x 1 0 " + 1 " A L 12 " x 1 0 " + 1 " A L 12 " x 1 0 " + 1 " A L 12 " x 1 0 " + 1 " A L 8"x 6 " 8"x 6 " 8"x 6 " 8"x 6 " +1 " A L +1 " A L +1 " A L +1 " A L H.D . H. D . H.D . H. D . H . D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . 39393939 36363636 38383838 3535353537373737 40404040 45454545 10 " x 8 " + 1 " A L 10 " x 8 " + 1 " A L 10 " x 8 " + 1 " A L 10 " x 8 " + 1 " A L 8"x6" +1"AL 8"x6" +1"AL 8"x6" +1"AL 8"x6" +1"AL 10"x8" +1"AL 10"x8" +1"AL 10"x8" +1"AL 10"x8" +1"AL 20 " x 1 2 " + 1 " A L 20 " x 1 2 " + 1 " A L 20 " x 1 2 " + 1 " A L 20 " x 1 2 " + 1 " A L 12 " x 1 2 " + 1 " A L 12 " x 1 2 " + 1 " A L 12 " x 1 2 " + 1 " A L 12 " x 1 2 " + 1 " A L H.D . H.D . H.D . H.D . 8"x 6 " + 1 " A L 8"x 6 " + 1 " A L 8"x 6 " + 1 " A L 8"x 6 " + 1 " A L H.D . H.D . H.D . H.D . 10 " x 1 0 " + 1 " A L 10 " x 1 0 " + 1 " A L 10 " x 1 0 " + 1 " A L 10 " x 1 0 " + 1 " A L 13131313 14141414 15151515 19191919 20202020 8"x 8 " + 1 " A L 8"x 8 " + 1 " A L 8"x 8 " + 1 " A L 8"x 8 " + 1 " A L 10 " x 8 " + 1 " A L 10 " x 8 " + 1 " A L 10 " x 8 " + 1 " A L 10 " x 8 " + 1 " A L H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. H.D.H.D.H.D.H.D. H. D . H.D . H. D . H.D . 8"x 6 " + 1 " A L 8"x 6 " + 1 " A L 8"x 6 " + 1 " A L 8"x 6 " + 1 " A L 8"x8" +1"AL 8"x8" +1"AL 8"x8" +1"AL 8"x8" +1"AL 17171717 18181818 20 " x 1 4 " 20 " x 1 4 " 20 " x 1 4 " 20 " x 1 4 " +1 " A L +1 " A L +1 " A L +1 " A L H.D . H. D . H.D . H. D . 8"x 8 " 8"x 8 " 8"x 8 " 8"x 8 " +1 " A L +1 " A L +1 " A L +1 " A L 8"x8" +1"AL 8"x8" +1"AL 8"x8" +1"AL 8"x8" +1"AL H.D.H.D.H.D.H.D. 7777 10"x8" +1"AL 10"x8" +1"AL 10"x8" +1"AL 10"x8" +1"AL 10"x8" +1"AL 10"x8" +1"AL 10"x8" +1"AL 10"x8" +1"AL 14 " x 1 0 " + 1 " A L 14 " x 1 0 " + 1 " A L 14 " x 1 0 " + 1 " A L 14 " x 1 0 " + 1 " A L 20"x10" +1"AL 20"x10" +1"AL 20"x10" +1"AL 20"x10" +1"AL H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H. D . H.D . H. D . H.D . H. D . H.D . H. D . H.D .8"x 8 " 8"x 8 " 8"x 8 " 8"x 8 " +1 " A L +1 " A L +1 " A L +1 " A L 8"x 6 " 8"x 6 " 8"x 6 " 8"x 6 " +1 " A L +1 " A L +1 " A L +1 " A L 8"x 6 " 8"x 6 " 8"x 6 " 8"x 6 " +1 " A L +1 " A L +1 " A L +1 " A L 8"x 6 " 8"x 6 " 8"x 6 " 8"x 6 " +1 " A L +1 " A L +1 " A L +1 " A L 8"x 6 " 8"x 6 " 8"x 6 " 8"x 6 " +1 " A L +1 " A L +1 " A L +1 " A L 12121212 27272727 21212121 22222222 23232323 24242424 2222 3333 30303030 29292929 32323232 31313131 6"x 6 " + 1 " A L 6"x 6 " + 1 " A L 6"x 6 " + 1 " A L 6"x 6 " + 1 " A L 35353535 43434343 43434343 45454545 13131313 14141414 12121212 12121212 12121212 12121212 18181818 18181818 4444 4444 4444 10101010 4444 4444 4444 4444 4444 4444 8888 7777 7777 1111 1111 5555 9999 4444 4444 15151515 F. S . D . F.S . D . F. S . D . F.S . D . 53535353 10 " x 6 " + 1 " A L 10 " x 6 " + 1 " A L 10 " x 6 " + 1 " A L 10 " x 6 " + 1 " A L H. D . H.D . H. D . H.D . 48484848 49494949 48484848 48484848 48484848 24"x16" +1"AL 24"x16" +1"AL 24"x16" +1"AL 24"x16" +1"AL 48484848 40 " x 8 " + 1 " A L 40 " x 8 " + 1 " A L 40 " x 8 " + 1 " A L 40 " x 8 " + 1 " A L H.D . H.D . H.D . H.D . 20 " x 1 4 " + 1 " A L 20 " x 1 4 " + 1 " A L 20 " x 1 4 " + 1 " A L 20 " x 1 4 " + 1 " A L F. S . D . F.S . D . F. S . D . F.S . D . 14 " x 8 " 14 " x 8 " 14 " x 8 " 14 " x 8 " +1 " A L +1 " A L +1 " A L +1 " A L 20 " x 1 4 " + 1 " A L 20 " x 1 4 " + 1 " A L 20 " x 1 4 " + 1 " A L 20 " x 1 4 " + 1 " A L 16"x12" +1"AL 16"x12" +1"AL 16"x12" +1"AL 16"x12" +1"AL H. D . H.D . H. D . H.D . 10 " x 6 " + 1 " A L 10 " x 6 " + 1 " A L 10 " x 6 " + 1 " A L 10 " x 6 " + 1 " A L H.D . H. D . H.D . H. D . 12"x8" +1"AL 12"x8" +1"AL 12"x8" +1"AL 12"x8" +1"AL 12"x12" +1"AL 12"x12" +1"AL 12"x12" +1"AL 12"x12" +1"AL 4848484848484848 20"x16" +1"AL 20"x16" +1"AL 20"x16" +1"AL 20"x16" +1"AL 48484848 49494949 48484848 8"Ø 8"Ø 8"Ø8"Ø 48484848 49494949 52525252 52525252 52525252 52525252 48 " x 1 4 " + 1 " A L 48 " x 1 4 " + 1 " A L 48 " x 1 4 " + 1 " A L 48 " x 1 4 " + 1 " A L 52525252 54"x24" +1"AL 54"x24" +1"AL 54"x24" +1"AL 54"x24" +1"AL 10 " x 8 " + 1 " A L 10 " x 8 " + 1 " A L 10 " x 8 " + 1 " A L 10 " x 8 " + 1 " A L H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H. D . H.D . H. D . H.D.H.D.H.D.H.D. 49494949 52525252 52525252 5050505050505050 50505050 50505050 50505050 50505050 51515151 51515151 51515151 51515151 6"x 6 " + 1 " A L 6"x 6 " + 1 " A L 6"x 6 " + 1 " A L 6"x 6 " + 1 " A L 6"x 6 " 6"x 6 " 6"x 6 " 6"x 6 " +1 " A L +1 " A L +1 " A L +1 " A L 11 0 PR E S I D E N T O F F I C E 11 2 CO U N S E L O R O F F I C E 11 5 BR I D E / M A T R O N 12 7 A IN S T R U C T I O N D 10 6 WO R K R O O M 11 0 B RE S T R O O M 10 8 HA L L 12 7 IN S T R U C T I O N - W O M E N 13 7 IN S T R U C T I O N - M E N 13 7 B IN S T R U C T I O N D 12 7 B IN S T R U C T I O N D 13 7 A IN S T R U C T I O N D 13 6 IN S T R U C T I O N - M E N 14 6 YO U T H 13 5 HA L L 14 2 A HA L L 14 4 WO R K E R S T U D Y 14 1 A AU D I O V I S U A L 13 3 DR E S S I N G - M E N 14 9 IN S T R U C T I O N 1 15 0 LO B B Y 14 0 HA L L 15 1 HA L L 15 3 PA S S T H R U 15 4 IN S T R U C T I O N B 15 7 CH A P E L 15 9 IN S T R U C T I O N A 17 0 BA P T I S T R Y 17 0 A VE S T I B U L E 16 1 GIR L S D R E S S I N G 17 1 BO Y S D R E S S I N G 17 2 BA P T I S T R Y C H A P E L 17 4 LA U N D R Y 17 9 EN T R Y 18 2 CO R R I D O R 18 1 ST O R A G E 10 2 WA I T I N G 17 5 CLO T H I N G 17 6 CO R R I D O R 17 7 CO R R I D O R 17 8 RE C E P T I O N 10 1 EN T R Y 10 5 CU S T O D I A L H.D.H.D.H.D.H.D. H. D . H.D . H. D . H.D . 8"x 6 " + 1 " A L 8"x 6 " + 1 " A L 8"x 6 " + 1 " A L 8"x 6 " + 1 " A L 8"x 6 " + 1 " A L 8"x 6 " + 1 " A L 8"x 6 " + 1 " A L 8"x 6 " + 1 " A L 8"x 6 " + 1 " A L 8"x 6 " + 1 " A L 8"x 6 " + 1 " A L 8"x 6 " + 1 " A L 64646464 64646464 65656565 H.D.H.D.H.D.H.D. 66666666 67676767 6868686868686868 54545454 H. D . H.D . H. D . H.D . H.D . H.D . H.D . H.D . 20 " x 6 " + 1 " A L 20 " x 6 " + 1 " A L 20 " x 6 " + 1 " A L 20 " x 6 " + 1 " A L 20 " x 6 " + 1 " A L 20 " x 6 " + 1 " A L 20 " x 6 " + 1 " A L 20 " x 6 " + 1 " A L H.D . H.D . H.D . H.D . 30"x16" +1"AL 30"x16" +1"AL 30"x16" +1"AL 30"x16" +1"AL H.D . H.D . H.D . H.D . 14"x14" +1"AL 14"x14" +1"AL 14"x14" +1"AL 14"x14" +1"AL 12 " x 8 " 12 " x 8 " 12 " x 8 " 12 " x 8 " 44444444 16161616 16161616 H.D . H.D . H.D . H.D . H. D . H.D . H. D . H.D . 12 " x 6 " + 1 " A L 12 " x 6 " + 1 " A L 12 " x 6 " + 1 " A L 12 " x 6 " + 1 " A L 12 " x 6 " 12 " x 6 " 12 " x 6 " 12 " x 6 " +1 " A L +1 " A L +1 " A L +1 " A L 49494949 49494949 20"x10" +1"AL 20"x10" +1"AL 20"x10" +1"AL 20"x10" +1"AL 20"x10" +1"AL 20"x10" +1"AL 20"x10" +1"AL 20"x10" +1"AL 48484848 48484848 26 " x 1 2 " 26 " x 1 2 " 26 " x 1 2 " 26 " x 1 2 " +1 " A L +1 " A L +1 " A L +1 " A L 20 " x 1 0 " + 1 " A L 20 " x 1 0 " + 1 " A L 20 " x 1 0 " + 1 " A L 20 " x 1 0 " + 1 " A L 30 " x 1 6 " + 1 " A L 30 " x 1 6 " + 1 " A L 30 " x 1 6 " + 1 " A L 30 " x 1 6 " + 1 " A L 32"x6" +1"AL 32"x6" +1"AL 32"x6" +1"AL 32"x6" +1"AL 32"x6" +1"AL 32"x6" +1"AL 32"x6" +1"AL 32"x6" +1"AL H. D . H.D . H. D . H.D . H.D . H.D . H.D . H.D . 58585858 58585858 59595959 59595959 57575757 56565656 H. D . H.D . H. D . H.D . 26"x20" +1"AL 26"x20" +1"AL 26"x20" +1"AL 26"x20" +1"AL H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H. D . H.D . H. D . H. D . H.D . H. D . H.D . 22222222 2121212124"x44" +1"AL 24"x44" +1"AL 24"x44" +1"AL 24"x44" +1"AL 24"x44" +1"AL 24"x44" +1"AL 24"x44" +1"AL 24"x44" +1"AL 36"x30" +1"AL 36"x30" +1"AL 36"x30" +1"AL 36"x30" +1"AL 24 " x 8 " + 1 " A L 24 " x 8 " + 1 " A L 24 " x 8 " + 1 " A L 24 " x 8 " + 1 " A L H. D . H.D . H. D . H.D . H.D . H.D . H.D . H.D . 30 " x 2 0 " + 1 " A L 30 " x 2 0 " + 1 " A L 30 " x 2 0 " + 1 " A L 30 " x 2 0 " + 1 " A L 10 " x 8 " 10 " x 8 " 10 " x 8 " 10 " x 8 " +1 " A L +1 " A L +1 " A L +1 " A L H.D . H.D . H.D . H.D . H.D . H. D . H.D . H. D . H. D . H.D . H. D . H.D . H . D . H.D . H. D . H.D . H . D . H. D . H.D . H. D . H. D . H.D . H. D . H.D . 10 " x 8 " + 1 " A L 10 " x 8 " + 1 " A L 10 " x 8 " + 1 " A L 10 " x 8 " + 1 " A L 24"x20" +1"AL 24"x20" +1"AL 24"x20" +1"AL 24"x20" +1"AL H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . 48484848 49494949 14 8 IN S T R U C T I O N 2 36 " x 1 0 " 36 " x 1 0 " 36 " x 1 0 " 36 " x 1 0 " +1 " A L +1 " A L +1 " A L +1 " A L 26"x20" +1"AL 26"x20" +1"AL 26"x20" +1"AL 26"x20" +1"AL 12 " x 1 2 " + 1 " A L 12 " x 1 2 " + 1 " A L 12 " x 1 2 " + 1 " A L 12 " x 1 2 " + 1 " A L 16 " x 1 2 " + 1 " A L 16 " x 1 2 " + 1 " A L 16 " x 1 2 " + 1 " A L 16 " x 1 2 " + 1 " A L H. D . H.D . H. D . H.D . H.D . H.D . H.D . H.D . 36 " x 3 0 " + 1 " A L 36 " x 3 0 " + 1 " A L 36 " x 3 0 " + 1 " A L 36 " x 3 0 " + 1 " A L 34"x24" +1"AL 34"x24" +1"AL 34"x24" +1"AL 34"x24" +1"AL 40"x14" +1"AL 40"x14" +1"AL 40"x14" +1"AL 40"x14" +1"AL H. D . H.D . H. D . H.D . 10 " x 1 4 " + 1 " A L 10 " x 1 4 " + 1 " A L 10 " x 1 4 " + 1 " A L 10 " x 1 4 " + 1 " A L H. D . H.D . H. D . H.D . H.D . H.D . H.D . H.D . 20 " x 1 8 " + 1 " A L 20 " x 1 8 " + 1 " A L 20 " x 1 8 " + 1 " A L 20 " x 1 8 " + 1 " A L H.D . H. D . H.D . H. D . H.D . H.D . H.D . H.D .12 " x 1 2 " + 1 " A L 12 " x 1 2 " + 1 " A L 12 " x 1 2 " + 1 " A L 12 " x 1 2 " + 1 " A L 14 " x 8 " + 1 " A L 14 " x 8 " + 1 " A L 14 " x 8 " + 1 " A L 14 " x 8 " + 1 " A L 55555555 60606060 61616161 63636363 12"x20" +1"AL 12"x20" +1"AL 12"x20" +1"AL 12"x20" +1"AL14"x40" +1"AL 14"x40" +1"AL 14"x40" +1"AL 14"x40" +1"AL 63636363 62626262 20 " x 1 6 " + 1 " A L 20 " x 1 6 " + 1 " A L 20 " x 1 6 " + 1 " A L 20 " x 1 6 " + 1 " A L 5252525252525252 69696969 70707070 70707070 71717171 70707070 70707070 70707070 70707070 14 " x 1 4 " 14 " x 1 4 " 14 " x 1 4 " 14 " x 1 4 " +1 " A L +1 " A L +1 " A L +1 " A L 14 " x 1 4 " 14 " x 1 4 " 14 " x 1 4 " 14 " x 1 4 " +1 " A L +1 " A L +1 " A L +1 " A L 70707070 70707070 70707070 70707070 70707070 70707070 70707070 72727272 1111 MH 3 0 2 MH 3 0 2 MH 3 0 2 MH 3 0 2 2222 MH 3 0 2 MH 3 0 2 MH 3 0 2 MH 3 0 2 1111 MH 3 0 3 MH 3 0 3 MH 3 0 3 MH 3 0 3 2222 MH 3 0 3 MH 3 0 3 MH 3 0 3 MH 3 0 3 20 " x 8 " + 1 " A L 20 " x 8 " + 1 " A L 20 " x 8 " + 1 " A L 20 " x 8 " + 1 " A L H.D . H.D . H.D . H.D . H.D . H. D . H.D . H. D . 76767676 74747474 7979797980808080 H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . 78787878 77777777 H.D . H. D . H.D . H. D . 65656565 10 " x 8 " 10 " x 8 " 10 " x 8 " 10 " x 8 " 73737373 81818181 75757575 54"x24" +1"AL 54"x24" +1"AL 54"x24" +1"AL 54"x24" +1"AL 17 3 CO N F I R M A T I O N 47474747 12 " Ø 12 " Ø 12 " Ø 12 " Ø 12 " Ø 12 " Ø 12 " Ø 12 " Ø 28 " x 1 6 " + 1 " A L 28 " x 1 6 " + 1 " A L 28 " x 1 6 " + 1 " A L 28 " x 1 6 " + 1 " A L 70707070 F. S . D . F.S . D . F. S . D . F.S . D . 82828282 83838383 12"x8" +1"AL 12"x8" +1"AL 12"x8" +1"AL 12"x8" +1"AL 85858585 84848484 54545454 H.D.H.D.H.D.H.D. 14 " x 8 " + 1 " A L 14 " x 8 " + 1 " A L 14 " x 8 " + 1 " A L 14 " x 8 " + 1 " A L 42424242 H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . 40404040 H.D . H.D . H.D . H.D . 30 " x 6 " 30 " x 6 " 30 " x 6 " 30 " x 6 " +1 " A L +1 " A L +1 " A L +1 " A L 12 " x 6 " + 1 " A L 12 " x 6 " + 1 " A L 12 " x 6 " + 1 " A L 12 " x 6 " + 1 " A L H.D . H. D . H.D . H. D . H.D . H.D . H.D . H.D . 24"x10" +1"AL 24"x10" +1"AL 24"x10" +1"AL 24"x10" +1"AL H.D . H. D . H.D . H. D . 14 " x 1 0 " 14 " x 1 0 " 14 " x 1 0 " 14 " x 1 0 " 8686868687878787 SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, Utah 84010 Telephone (801) 322-0487 Telefax (801) 322-0490 www.heatheng.com 8/6/2012 12:33:22 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\jbeal\Documents\REVIT PROJECTS\v12\11071-Mech-CF_Indianapolis Temple-v12_jbeal.rvt LEVEL 1 MECH HVAC PLAN -R.A./E.A.MH103Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012JTBChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : SC A L E : SC A L E : SC A L E : 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " LE V E L 1 M E C H A N I C A L H V A C P L A N - R E T U R N A I R D U C T W O R K 0000 5555 10101010 10101010 20202020 DRAWING NOTES NOTE #DIFFUSER CALLOUTDESCRIPTION 23232323RISE 14"x8"+1"AL R.A. DUCT FROM R.A. BOOT LOW INRISE 14"x8"+1"AL R.A. DUCT FROM R.A. BOOT LOW INRISE 14"x8"+1"AL R.A. DUCT FROM R.A. BOOT LOW INRISE 14"x8"+1"AL R.A. DUCT FROM R.A. BOOT LOW IN WALL TO CEILING SPACE.WALL TO CEILING SPACE.WALL TO CEILING SPACE.WALL TO CEILING SPACE.24242424RISE 12"x8"+1"AL R.A. DUCT FROM R.A. BOOT, LOWRISE 12"x8"+1"AL R.A. DUCT FROM R.A. BOOT, LOWRISE 12"x8"+1"AL R.A. DUCT FROM R.A. BOOT, LOWRISE 12"x8"+1"AL R.A. DUCT FROM R.A. BOOT, LOW IN WALL, TO CEILING SPACE.IN WALL, TO CEILING SPACE.IN WALL, TO CEILING SPACE.IN WALL, TO CEILING SPACE.25252525R-4R-4R-4R-4710 CFM, 48"x16" NK., RETURN AIR GRILLE LOW ON710 CFM, 48"x16" NK., RETURN AIR GRILLE LOW ON710 CFM, 48"x16" NK., RETURN AIR GRILLE LOW ON710 CFM, 48"x16" NK., RETURN AIR GRILLE LOW ON WALL.WALL.WALL.WALL.26262626R-4R-4R-4R-41,580 CFM, 87"x16" NK., RETURN AIR GRILLE LOW ON1,580 CFM, 87"x16" NK., RETURN AIR GRILLE LOW ON1,580 CFM, 87"x16" NK., RETURN AIR GRILLE LOW ON1,580 CFM, 87"x16" NK., RETURN AIR GRILLE LOW ON WALL.WALL.WALL.WALL.27272727RISE 14"x10"+1"AL R.A. DUCT FROM R.A. BOOT LOWRISE 14"x10"+1"AL R.A. DUCT FROM R.A. BOOT LOWRISE 14"x10"+1"AL R.A. DUCT FROM R.A. BOOT LOWRISE 14"x10"+1"AL R.A. DUCT FROM R.A. BOOT LOW IN WALL TO CEILING SPACE.IN WALL TO CEILING SPACE.IN WALL TO CEILING SPACE.IN WALL TO CEILING SPACE.28282828RISE 14"x8"+1"AL R.A. DUCT FROM R.A. BOOT LOW INRISE 14"x8"+1"AL R.A. DUCT FROM R.A. BOOT LOW INRISE 14"x8"+1"AL R.A. DUCT FROM R.A. BOOT LOW INRISE 14"x8"+1"AL R.A. DUCT FROM R.A. BOOT LOW IN WALL TO CEILING SPACE.WALL TO CEILING SPACE.WALL TO CEILING SPACE.WALL TO CEILING SPACE.29292929R-4R-4R-4R-4705 CFM, 66"x18" NK., RETURN AIR GRILLE LOW ON705 CFM, 66"x18" NK., RETURN AIR GRILLE LOW ON705 CFM, 66"x18" NK., RETURN AIR GRILLE LOW ON705 CFM, 66"x18" NK., RETURN AIR GRILLE LOW ON WALL.WALL.WALL.WALL.30303030R-4R-4R-4R-4845 CFM, 79"x18" NK., RETURN AIR GRILLE LOW ON845 CFM, 79"x18" NK., RETURN AIR GRILLE LOW ON845 CFM, 79"x18" NK., RETURN AIR GRILLE LOW ON845 CFM, 79"x18" NK., RETURN AIR GRILLE LOW ON WALL.WALL.WALL.WALL.31313131RISE 12"x12"+1"AL R.A. DUCT FROM R.A. BOOT, LOWRISE 12"x12"+1"AL R.A. DUCT FROM R.A. BOOT, LOWRISE 12"x12"+1"AL R.A. DUCT FROM R.A. BOOT, LOWRISE 12"x12"+1"AL R.A. DUCT FROM R.A. BOOT, LOW IN WALL, TO CEILING SPACE.IN WALL, TO CEILING SPACE.IN WALL, TO CEILING SPACE.IN WALL, TO CEILING SPACE.32323232RISE 14"x8" R.A. DUCT FROM R.A. BOOT, LOW INRISE 14"x8" R.A. DUCT FROM R.A. BOOT, LOW INRISE 14"x8" R.A. DUCT FROM R.A. BOOT, LOW INRISE 14"x8" R.A. DUCT FROM R.A. BOOT, LOW IN WALL, TO CEILING SPACE.WALL, TO CEILING SPACE.WALL, TO CEILING SPACE.WALL, TO CEILING SPACE.33333333R-4R-4R-4R-41,380 CFM, 86"x17" NK., RETURN AIR GRILLE LOW ON1,380 CFM, 86"x17" NK., RETURN AIR GRILLE LOW ON1,380 CFM, 86"x17" NK., RETURN AIR GRILLE LOW ON1,380 CFM, 86"x17" NK., RETURN AIR GRILLE LOW ON WALL.WALL.WALL.WALL.34343434RISE 36"x10"+1"AL R.A. DUCT FROM R.A. BOOT, LOWRISE 36"x10"+1"AL R.A. DUCT FROM R.A. BOOT, LOWRISE 36"x10"+1"AL R.A. DUCT FROM R.A. BOOT, LOWRISE 36"x10"+1"AL R.A. DUCT FROM R.A. BOOT, LOW IN WALL, TO CEILING SPACE.IN WALL, TO CEILING SPACE.IN WALL, TO CEILING SPACE.IN WALL, TO CEILING SPACE.35353535R-4R-4R-4R-4495 CFM, 33"x17" NK., RETURN AIR GRILLE LOW ON495 CFM, 33"x17" NK., RETURN AIR GRILLE LOW ON495 CFM, 33"x17" NK., RETURN AIR GRILLE LOW ON495 CFM, 33"x17" NK., RETURN AIR GRILLE LOW ON WALL.WALL.WALL.WALL.36363636R-4R-4R-4R-4705 CFM, 47"x17" NK., RETURN AIR GRILLE LOW ON705 CFM, 47"x17" NK., RETURN AIR GRILLE LOW ON705 CFM, 47"x17" NK., RETURN AIR GRILLE LOW ON705 CFM, 47"x17" NK., RETURN AIR GRILLE LOW ON WALL.WALL.WALL.WALL.37373737R-4R-4R-4R-4890 CFM, 59"x17" NK., RETURN AIR GRILLE LOW ON890 CFM, 59"x17" NK., RETURN AIR GRILLE LOW ON890 CFM, 59"x17" NK., RETURN AIR GRILLE LOW ON890 CFM, 59"x17" NK., RETURN AIR GRILLE LOW ON WALL.WALL.WALL.WALL.38383838RISE 14"x8"+1"AL R.A. DUCT FROM R.A. BOOT, LOWRISE 14"x8"+1"AL R.A. DUCT FROM R.A. BOOT, LOWRISE 14"x8"+1"AL R.A. DUCT FROM R.A. BOOT, LOWRISE 14"x8"+1"AL R.A. DUCT FROM R.A. BOOT, LOW IN WALL, TO CEILING SPACE.IN WALL, TO CEILING SPACE.IN WALL, TO CEILING SPACE.IN WALL, TO CEILING SPACE.39393939RISE 12"x8"+1"AL R.A. DUCT FROM R.A. BOOT, LOWRISE 12"x8"+1"AL R.A. DUCT FROM R.A. BOOT, LOWRISE 12"x8"+1"AL R.A. DUCT FROM R.A. BOOT, LOWRISE 12"x8"+1"AL R.A. DUCT FROM R.A. BOOT, LOW IN WALL, TO CEILING SPACE.IN WALL, TO CEILING SPACE.IN WALL, TO CEILING SPACE.IN WALL, TO CEILING SPACE.40404040RISE 14"x8"+1"AL R.A. DUCT FROM R.A. BOOT, LOWRISE 14"x8"+1"AL R.A. DUCT FROM R.A. BOOT, LOWRISE 14"x8"+1"AL R.A. DUCT FROM R.A. BOOT, LOWRISE 14"x8"+1"AL R.A. DUCT FROM R.A. BOOT, LOW IN WALL, TO CEILING SPACE.IN WALL, TO CEILING SPACE.IN WALL, TO CEILING SPACE.IN WALL, TO CEILING SPACE.41414141R-2R-2R-2R-2410 CFM, 88"x11" NK., RETURN AIR GRILLE LOW ON410 CFM, 88"x11" NK., RETURN AIR GRILLE LOW ON410 CFM, 88"x11" NK., RETURN AIR GRILLE LOW ON410 CFM, 88"x11" NK., RETURN AIR GRILLE LOW ON WALL.WALL.WALL.WALL.42424242RISE 12"x6"+1"AL R.A. DUCT FROM R.A. BOOT, LOWRISE 12"x6"+1"AL R.A. DUCT FROM R.A. BOOT, LOWRISE 12"x6"+1"AL R.A. DUCT FROM R.A. BOOT, LOWRISE 12"x6"+1"AL R.A. DUCT FROM R.A. BOOT, LOW IN WALL, TO CEILING SPACE.IN WALL, TO CEILING SPACE.IN WALL, TO CEILING SPACE.IN WALL, TO CEILING SPACE.43434343R-4R-4R-4R-4600 CFM, 32"x20" NK., RETURN AIR GRILLE LOW ON600 CFM, 32"x20" NK., RETURN AIR GRILLE LOW ON600 CFM, 32"x20" NK., RETURN AIR GRILLE LOW ON600 CFM, 32"x20" NK., RETURN AIR GRILLE LOW ON WALL.WALL.WALL.WALL.44444444R-4R-4R-4R-4790 CFM, 60"x12" NK., RETURN AIR GRILLE, LOW ON790 CFM, 60"x12" NK., RETURN AIR GRILLE, LOW ON790 CFM, 60"x12" NK., RETURN AIR GRILLE, LOW ON790 CFM, 60"x12" NK., RETURN AIR GRILLE, LOW ON WALL.WALL.WALL.WALL.45454545RISE 20"x10"+1"AL R.A. DUCT FROM R.A. BOOT, LOWRISE 20"x10"+1"AL R.A. DUCT FROM R.A. BOOT, LOWRISE 20"x10"+1"AL R.A. DUCT FROM R.A. BOOT, LOWRISE 20"x10"+1"AL R.A. DUCT FROM R.A. BOOT, LOW IN WALL, TO CEILING SPACE.IN WALL, TO CEILING SPACE.IN WALL, TO CEILING SPACE.IN WALL, TO CEILING SPACE.46464646E-1E-1E-1E-150 CFM, 6"x6" NK., EXHAUST AIR GRILLE.50 CFM, 6"x6" NK., EXHAUST AIR GRILLE.50 CFM, 6"x6" NK., EXHAUST AIR GRILLE.50 CFM, 6"x6" NK., EXHAUST AIR GRILLE.47474747RISE 14"x8"+1"AL R.A. DUCT FROM R.A. BOOT LOW INRISE 14"x8"+1"AL R.A. DUCT FROM R.A. BOOT LOW INRISE 14"x8"+1"AL R.A. DUCT FROM R.A. BOOT LOW INRISE 14"x8"+1"AL R.A. DUCT FROM R.A. BOOT LOW IN WALL.WALL.WALL.WALL.4848484814"x14"+1"AL R.A. OPENING IN WALL ABOVE CEILING14"x14"+1"AL R.A. OPENING IN WALL ABOVE CEILING14"x14"+1"AL R.A. OPENING IN WALL ABOVE CEILING14"x14"+1"AL R.A. OPENING IN WALL ABOVE CEILING WITH SOUND BOOT.WITH SOUND BOOT.WITH SOUND BOOT.WITH SOUND BOOT.49494949R-1R-1R-1R-112"x12" NK., RETURN AIR GRILLE WITH SOUND BOOT.12"x12" NK., RETURN AIR GRILLE WITH SOUND BOOT.12"x12" NK., RETURN AIR GRILLE WITH SOUND BOOT.12"x12" NK., RETURN AIR GRILLE WITH SOUND BOOT.50505050R-1R-1R-1R-116"x16" NK., RETURN AIR GRILLE WITH SOUND BOOT.16"x16" NK., RETURN AIR GRILLE WITH SOUND BOOT.16"x16" NK., RETURN AIR GRILLE WITH SOUND BOOT.16"x16" NK., RETURN AIR GRILLE WITH SOUND BOOT.51515151T-1T-1T-1T-16"x6" NK., TRANSFER AIR GRILLE.6"x6" NK., TRANSFER AIR GRILLE.6"x6" NK., TRANSFER AIR GRILLE.6"x6" NK., TRANSFER AIR GRILLE.5252525214"x18"+1"AL RETURN AIR OPENING IN WALL ABOVE14"x18"+1"AL RETURN AIR OPENING IN WALL ABOVE14"x18"+1"AL RETURN AIR OPENING IN WALL ABOVE14"x18"+1"AL RETURN AIR OPENING IN WALL ABOVE CEILING.CEILING.CEILING.CEILING.53535353R-3R-3R-3R-3100 CFM, 8"x6" NK., RETURN AIR GRILLE, HIGH ON100 CFM, 8"x6" NK., RETURN AIR GRILLE, HIGH ON100 CFM, 8"x6" NK., RETURN AIR GRILLE, HIGH ON100 CFM, 8"x6" NK., RETURN AIR GRILLE, HIGH ON WALL, WITH FIRE/SMOKE DAMPER.WALL, WITH FIRE/SMOKE DAMPER.WALL, WITH FIRE/SMOKE DAMPER.WALL, WITH FIRE/SMOKE DAMPER.54545454RISE 20"x6"+1"AL R.A. DUCT FROM R.A. BOOT, LOWRISE 20"x6"+1"AL R.A. DUCT FROM R.A. BOOT, LOWRISE 20"x6"+1"AL R.A. DUCT FROM R.A. BOOT, LOWRISE 20"x6"+1"AL R.A. DUCT FROM R.A. BOOT, LOW IN WALL, TO CEILING SPACE.IN WALL, TO CEILING SPACE.IN WALL, TO CEILING SPACE.IN WALL, TO CEILING SPACE.55555555RISE 14"x8" R.A. DUCT FROM R.A. BOOT, LOW INRISE 14"x8" R.A. DUCT FROM R.A. BOOT, LOW INRISE 14"x8" R.A. DUCT FROM R.A. BOOT, LOW INRISE 14"x8" R.A. DUCT FROM R.A. BOOT, LOW IN WALL, TO CEILING SPACE.WALL, TO CEILING SPACE.WALL, TO CEILING SPACE.WALL, TO CEILING SPACE.56565656R-4R-4R-4R-4600 CFM, 30"x12" NK., RETURN AIR GRILLE LOW ON600 CFM, 30"x12" NK., RETURN AIR GRILLE LOW ON600 CFM, 30"x12" NK., RETURN AIR GRILLE LOW ON600 CFM, 30"x12" NK., RETURN AIR GRILLE LOW ON WALL.WALL.WALL.WALL.57575757RISE 12"x6"+1"AL R.A. DUCT FROM R.A. BOOT, LOWRISE 12"x6"+1"AL R.A. DUCT FROM R.A. BOOT, LOWRISE 12"x6"+1"AL R.A. DUCT FROM R.A. BOOT, LOWRISE 12"x6"+1"AL R.A. DUCT FROM R.A. BOOT, LOW IN WALL, TO CEILING SPACE.IN WALL, TO CEILING SPACE.IN WALL, TO CEILING SPACE.IN WALL, TO CEILING SPACE.58585858R-4R-4R-4R-4600 CFM, 32"x12" NK., RETURN AIR GRILLE, LOW IN600 CFM, 32"x12" NK., RETURN AIR GRILLE, LOW IN600 CFM, 32"x12" NK., RETURN AIR GRILLE, LOW IN600 CFM, 32"x12" NK., RETURN AIR GRILLE, LOW IN WALL.WALL.WALL.WALL.59595959RISE 14"x6" R.A. DUCT FROM R.A. BOOT, LOW INRISE 14"x6" R.A. DUCT FROM R.A. BOOT, LOW INRISE 14"x6" R.A. DUCT FROM R.A. BOOT, LOW INRISE 14"x6" R.A. DUCT FROM R.A. BOOT, LOW IN WALL , TO CEILING SPACE.WALL , TO CEILING SPACE.WALL , TO CEILING SPACE.WALL , TO CEILING SPACE.6060606020"x16"+1"AL R.A. DUCT FROM BELOW. SEE20"x16"+1"AL R.A. DUCT FROM BELOW. SEE20"x16"+1"AL R.A. DUCT FROM BELOW. SEE20"x16"+1"AL R.A. DUCT FROM BELOW. SEE DRAWING MH100 FOR CONTINUATION.DRAWING MH100 FOR CONTINUATION.DRAWING MH100 FOR CONTINUATION.DRAWING MH100 FOR CONTINUATION.61616161R-4R-4R-4R-4740 CFM, 20"x24" NK., RETURN AIR GRILLE LOW ON740 CFM, 20"x24" NK., RETURN AIR GRILLE LOW ON740 CFM, 20"x24" NK., RETURN AIR GRILLE LOW ON740 CFM, 20"x24" NK., RETURN AIR GRILLE LOW ON WALL.WALL.WALL.WALL.62626262R-4R-4R-4R-4640 CFM, 20"x24" NK., RETURN AIR GRILLE LOW ON640 CFM, 20"x24" NK., RETURN AIR GRILLE LOW ON640 CFM, 20"x24" NK., RETURN AIR GRILLE LOW ON640 CFM, 20"x24" NK., RETURN AIR GRILLE LOW ON WALL.WALL.WALL.WALL.63636363RISE 20"x12"+1"AL R.A. DUCT FROM R.A. BOOT, LOWRISE 20"x12"+1"AL R.A. DUCT FROM R.A. BOOT, LOWRISE 20"x12"+1"AL R.A. DUCT FROM R.A. BOOT, LOWRISE 20"x12"+1"AL R.A. DUCT FROM R.A. BOOT, LOW IN WALL, TO CEILING SPACE.IN WALL, TO CEILING SPACE.IN WALL, TO CEILING SPACE.IN WALL, TO CEILING SPACE.64646464R-4R-4R-4R-4145 CFM, 6"x18" NK., RETURN AIR GRILLE, LOW ON145 CFM, 6"x18" NK., RETURN AIR GRILLE, LOW ON145 CFM, 6"x18" NK., RETURN AIR GRILLE, LOW ON145 CFM, 6"x18" NK., RETURN AIR GRILLE, LOW ON WALL.WALL.WALL.WALL.65656565RISE 8"x6"+1"AL R.A. DUCT FROM R.A. PLENUM, LOWRISE 8"x6"+1"AL R.A. DUCT FROM R.A. PLENUM, LOWRISE 8"x6"+1"AL R.A. DUCT FROM R.A. PLENUM, LOWRISE 8"x6"+1"AL R.A. DUCT FROM R.A. PLENUM, LOW IN WALL, TO CEILING SPACE.IN WALL, TO CEILING SPACE.IN WALL, TO CEILING SPACE.IN WALL, TO CEILING SPACE.66666666R-4R-4R-4R-4400 CFM, 30"x10" NK., RETURN AIR GRILLE, LOW ON400 CFM, 30"x10" NK., RETURN AIR GRILLE, LOW ON400 CFM, 30"x10" NK., RETURN AIR GRILLE, LOW ON400 CFM, 30"x10" NK., RETURN AIR GRILLE, LOW ON WALL.WALL.WALL.WALL.67676767RISE 12"x8" R.A. DUCT FROM R.A. BOOT LOW IN WALLRISE 12"x8" R.A. DUCT FROM R.A. BOOT LOW IN WALLRISE 12"x8" R.A. DUCT FROM R.A. BOOT LOW IN WALLRISE 12"x8" R.A. DUCT FROM R.A. BOOT LOW IN WALL TO CEILING SPACE.TO CEILING SPACE.TO CEILING SPACE.TO CEILING SPACE.68686868R-4R-4R-4R-4280 CFM, 21"x10" NK., RETURN AIR GRILLE, LOW ON280 CFM, 21"x10" NK., RETURN AIR GRILLE, LOW ON280 CFM, 21"x10" NK., RETURN AIR GRILLE, LOW ON280 CFM, 21"x10" NK., RETURN AIR GRILLE, LOW ON WALL.WALL.WALL.WALL.6969696924"x24"+1"AL EXHAUST AIR DUCT FROM BELOW AND24"x24"+1"AL EXHAUST AIR DUCT FROM BELOW AND24"x24"+1"AL EXHAUST AIR DUCT FROM BELOW AND24"x24"+1"AL EXHAUST AIR DUCT FROM BELOW AND RISE TO MEZZANINE LEVEL. SEE DRAWINGS MH100RISE TO MEZZANINE LEVEL. SEE DRAWINGS MH100RISE TO MEZZANINE LEVEL. SEE DRAWINGS MH100RISE TO MEZZANINE LEVEL. SEE DRAWINGS MH100 AND MH104 FOR CONTINUATION.AND MH104 FOR CONTINUATION.AND MH104 FOR CONTINUATION.AND MH104 FOR CONTINUATION.70707070SEE DRAWING MH401 FOR CONTINUATION OF RETURNSEE DRAWING MH401 FOR CONTINUATION OF RETURNSEE DRAWING MH401 FOR CONTINUATION OF RETURNSEE DRAWING MH401 FOR CONTINUATION OF RETURN AIR DUCT.AIR DUCT.AIR DUCT.AIR DUCT.71717171RISE 12"Ø DRYER EXHAUST DUCT TO SECOND LEVEL.RISE 12"Ø DRYER EXHAUST DUCT TO SECOND LEVEL.RISE 12"Ø DRYER EXHAUST DUCT TO SECOND LEVEL.RISE 12"Ø DRYER EXHAUST DUCT TO SECOND LEVEL.SEE DRAWING MH401 FOR CONTINUATION.SEE DRAWING MH401 FOR CONTINUATION.SEE DRAWING MH401 FOR CONTINUATION.SEE DRAWING MH401 FOR CONTINUATION.72727272RISE 24"x24"+1"AL EXHAUST DUCT, SEE DRAWINGRISE 24"x24"+1"AL EXHAUST DUCT, SEE DRAWINGRISE 24"x24"+1"AL EXHAUST DUCT, SEE DRAWINGRISE 24"x24"+1"AL EXHAUST DUCT, SEE DRAWING MH401 FOR CONTINUATION.MH401 FOR CONTINUATION.MH401 FOR CONTINUATION.MH401 FOR CONTINUATION.73737373RISE 14"x10" R.A. DUCT FROM R.A. PLENUM, LOW INRISE 14"x10" R.A. DUCT FROM R.A. PLENUM, LOW INRISE 14"x10" R.A. DUCT FROM R.A. PLENUM, LOW INRISE 14"x10" R.A. DUCT FROM R.A. PLENUM, LOW IN WALL TO CEILING SPACE.WALL TO CEILING SPACE.WALL TO CEILING SPACE.WALL TO CEILING SPACE.74747474R-2R-2R-2R-2690 CFM, 36"x15" NK., RETURN AIR GRILLE LOW ON690 CFM, 36"x15" NK., RETURN AIR GRILLE LOW ON690 CFM, 36"x15" NK., RETURN AIR GRILLE LOW ON690 CFM, 36"x15" NK., RETURN AIR GRILLE LOW ON WALL.WALL.WALL.WALL.75757575RISE 12"x8" R.A. DUCT FROM R.A. PLENUM, LOW INRISE 12"x8" R.A. DUCT FROM R.A. PLENUM, LOW INRISE 12"x8" R.A. DUCT FROM R.A. PLENUM, LOW INRISE 12"x8" R.A. DUCT FROM R.A. PLENUM, LOW IN WALL, TO CEILING SPACE.WALL, TO CEILING SPACE.WALL, TO CEILING SPACE.WALL, TO CEILING SPACE.7676767620"x16"+1"AL R.A. DUCT OPENS INTO CEILING SPACE.20"x16"+1"AL R.A. DUCT OPENS INTO CEILING SPACE.20"x16"+1"AL R.A. DUCT OPENS INTO CEILING SPACE.20"x16"+1"AL R.A. DUCT OPENS INTO CEILING SPACE.77777777R-2R-2R-2R-2410 CFM, 22"x15" NK., RETURN AIR GRILLE, LOW ON410 CFM, 22"x15" NK., RETURN AIR GRILLE, LOW ON410 CFM, 22"x15" NK., RETURN AIR GRILLE, LOW ON410 CFM, 22"x15" NK., RETURN AIR GRILLE, LOW ON WALL.WALL.WALL.WALL.78787878RISE 14"x8"+1"AL R.A. DUCT FROM R.A. PLENUM,RISE 14"x8"+1"AL R.A. DUCT FROM R.A. PLENUM,RISE 14"x8"+1"AL R.A. DUCT FROM R.A. PLENUM,RISE 14"x8"+1"AL R.A. DUCT FROM R.A. PLENUM,LOW IN WALL, TO R.A. DUCT ABOVE.LOW IN WALL, TO R.A. DUCT ABOVE.LOW IN WALL, TO R.A. DUCT ABOVE.LOW IN WALL, TO R.A. DUCT ABOVE.79797979R-2R-2R-2R-2315 CFM, 18"x15" NK., RETURN AIR GRILLE, LOW ON315 CFM, 18"x15" NK., RETURN AIR GRILLE, LOW ON315 CFM, 18"x15" NK., RETURN AIR GRILLE, LOW ON315 CFM, 18"x15" NK., RETURN AIR GRILLE, LOW ON WALL.WALL.WALL.WALL.80808080RISE 16"x6" R.A. DUCT FROM R.A. GRILLE, LOW INRISE 16"x6" R.A. DUCT FROM R.A. GRILLE, LOW INRISE 16"x6" R.A. DUCT FROM R.A. GRILLE, LOW INRISE 16"x6" R.A. DUCT FROM R.A. GRILLE, LOW IN WALL, TO R.A. DUCT ABOVE.WALL, TO R.A. DUCT ABOVE.WALL, TO R.A. DUCT ABOVE.WALL, TO R.A. DUCT ABOVE.81818181R-2R-2R-2R-2715 CFM, 30"x18" NK., RETURN AIR GRILLE, LOW IN715 CFM, 30"x18" NK., RETURN AIR GRILLE, LOW IN715 CFM, 30"x18" NK., RETURN AIR GRILLE, LOW IN715 CFM, 30"x18" NK., RETURN AIR GRILLE, LOW IN WALL.WALL.WALL.WALL.82828282DUCT TO PASS THROUGH 1 HR HORIZONTAL FIREDUCT TO PASS THROUGH 1 HR HORIZONTAL FIREDUCT TO PASS THROUGH 1 HR HORIZONTAL FIREDUCT TO PASS THROUGH 1 HR HORIZONTAL FIRE CHASE, SEE ARCHITECTURAL.CHASE, SEE ARCHITECTURAL.CHASE, SEE ARCHITECTURAL.CHASE, SEE ARCHITECTURAL.83838383PASS DUCT THROUGH FIRE RATED PARTITION BEFOREPASS DUCT THROUGH FIRE RATED PARTITION BEFOREPASS DUCT THROUGH FIRE RATED PARTITION BEFOREPASS DUCT THROUGH FIRE RATED PARTITION BEFORE DROPPING DUCT.DROPPING DUCT.DROPPING DUCT.DROPPING DUCT.84848484R-4R-4R-4R-4410 CFM, 48"x16" NK., RETURN AIR GRILLE LOW ON410 CFM, 48"x16" NK., RETURN AIR GRILLE LOW ON410 CFM, 48"x16" NK., RETURN AIR GRILLE LOW ON410 CFM, 48"x16" NK., RETURN AIR GRILLE LOW ON WALL.WALL.WALL.WALL.85858585RISE 12"x8"+1"AL R.A. DUCT FROM RETURN AIRRISE 12"x8"+1"AL R.A. DUCT FROM RETURN AIRRISE 12"x8"+1"AL R.A. DUCT FROM RETURN AIRRISE 12"x8"+1"AL R.A. DUCT FROM RETURN AIR PLENUM LOW IN WALL.PLENUM LOW IN WALL.PLENUM LOW IN WALL.PLENUM LOW IN WALL.86868686R-2R-2R-2R-2240 CFM, 30"x12" NK., RETURN AIR GRILLE LOW ON240 CFM, 30"x12" NK., RETURN AIR GRILLE LOW ON240 CFM, 30"x12" NK., RETURN AIR GRILLE LOW ON240 CFM, 30"x12" NK., RETURN AIR GRILLE LOW ON WALL.WALL.WALL.WALL.87878787RISE 10"x8" R.A. DUCT FROM R.A. PLENUM LOW INRISE 10"x8" R.A. DUCT FROM R.A. PLENUM LOW INRISE 10"x8" R.A. DUCT FROM R.A. PLENUM LOW INRISE 10"x8" R.A. DUCT FROM R.A. PLENUM LOW IN WALL.WALL.WALL.WALL. N O T E # D I F F U S E R C A L L O U T D E S C R I P T I O N 14141414 R I S E 1 0 " x 6 " + 1 " A L R . A . D U C T F R O M R . A . B O O T , L O W RI S E 1 0 " x 6 " + 1 " A L R . A . D U C T F R O M R . A . B O O T , L O W RI S E 1 0 " x 6 " + 1 " A L R . A . D U C T F R O M R . A . B O O T , L O W RI S E 1 0 " x 6 " + 1 " A L R . A . D U C T F R O M R . A . B O O T , L O W IN W A L L , T O C E I L I N G S P A C E . IN W A L L , T O C E I L I N G S P A C E . IN W A L L , T O C E I L I N G S P A C E . IN W A L L , T O C E I L I N G S P A C E . 15151515 R - 2 R- 2 R - 2 R- 2 4 8 5 C F M , 5 8 " x 1 5 " N K . , R E T U R N A I R G R I L L E L O W O N 48 5 C F M , 5 8 " x 1 5 " N K . , R E T U R N A I R G R I L L E L O W O N 48 5 C F M , 5 8 " x 1 5 " N K . , R E T U R N A I R G R I L L E L O W O N 48 5 C F M , 5 8 " x 1 5 " N K . , R E T U R N A I R G R I L L E L O W O N WA L L . WA L L . WA L L . WA L L . 16161616 R I S E 1 2 " 8 " R . A . D U C T F R O M R . A . B O O T , L O W I N W A L L , RI S E 1 2 " 8 " R . A . D U C T F R O M R . A . B O O T , L O W I N W A L L , RI S E 1 2 " 8 " R . A . D U C T F R O M R . A . B O O T , L O W I N W A L L , RI S E 1 2 " 8 " R . A . D U C T F R O M R . A . B O O T , L O W I N W A L L , TO C E I L I N G S P A C E . TO C E I L I N G S P A C E . TO C E I L I N G S P A C E . TO C E I L I N G S P A C E . 17171717 R - 2 R- 2 R - 2 R- 2 5 6 0 C F M , 5 3 " x 1 9 " N K . , R E T U R N A I R G R I L L E L O W O N 56 0 C F M , 5 3 " x 1 9 " N K . , R E T U R N A I R G R I L L E L O W O N 56 0 C F M , 5 3 " x 1 9 " N K . , R E T U R N A I R G R I L L E L O W O N 56 0 C F M , 5 3 " x 1 9 " N K . , R E T U R N A I R G R I L L E L O W O N WA L L . WA L L . WA L L . WA L L . 18181818 R I S E 1 4 " x 8 " + 1 " A L R . A . D U C T F R O M R . A . B O O T , L O W RI S E 1 4 " x 8 " + 1 " A L R . A . D U C T F R O M R . A . B O O T , L O W RI S E 1 4 " x 8 " + 1 " A L R . A . D U C T F R O M R . A . B O O T , L O W RI S E 1 4 " x 8 " + 1 " A L R . A . D U C T F R O M R . A . B O O T , L O W IN W A L L , T O C E I L I N G S P A C E . IN W A L L , T O C E I L I N G S P A C E . IN W A L L , T O C E I L I N G S P A C E . IN W A L L , T O C E I L I N G S P A C E . 19191919 R - 4 R- 4 R - 4 R- 4 1 , 0 0 0 C F M , 9 5 " x 2 0 " N K . , R E T U R N A I R G R I L L E L O W O N 1, 0 0 0 C F M , 9 5 " x 2 0 " N K . , R E T U R N A I R G R I L L E L O W O N 1, 0 0 0 C F M , 9 5 " x 2 0 " N K . , R E T U R N A I R G R I L L E L O W O N 1, 0 0 0 C F M , 9 5 " x 2 0 " N K . , R E T U R N A I R G R I L L E L O W O N WA L L . WA L L . WA L L . WA L L . 20202020 R I S E 1 4 " x 6 " + 1 " A L R . A . D U C T F R O M R . A . B O O T , L O W RI S E 1 4 " x 6 " + 1 " A L R . A . D U C T F R O M R . A . B O O T , L O W RI S E 1 4 " x 6 " + 1 " A L R . A . D U C T F R O M R . A . B O O T , L O W RI S E 1 4 " x 6 " + 1 " A L R . A . D U C T F R O M R . A . B O O T , L O W IN W A L L , T O C E I L I N G S P A C E . IN W A L L , T O C E I L I N G S P A C E . IN W A L L , T O C E I L I N G S P A C E . IN W A L L , T O C E I L I N G S P A C E . 21212121 R - 2 R- 2 R - 2 R- 2 4 2 0 C F M , 4 0 " x 1 6 " N K . , R E T U R N A I R G R I L L E L O W O N 42 0 C F M , 4 0 " x 1 6 " N K . , R E T U R N A I R G R I L L E L O W O N 42 0 C F M , 4 0 " x 1 6 " N K . , R E T U R N A I R G R I L L E L O W O N 42 0 C F M , 4 0 " x 1 6 " N K . , R E T U R N A I R G R I L L E L O W O N WA L L . WA L L . WA L L . WA L L . 22222222 R - 2 R- 2 R - 2 R- 2 3 2 0 C F M , 3 0 " x 1 6 " N K . , R E T U R N A I R G R I L L E L O W O N 32 0 C F M , 3 0 " x 1 6 " N K . , R E T U R N A I R G R I L L E L O W O N 32 0 C F M , 3 0 " x 1 6 " N K . , R E T U R N A I R G R I L L E L O W O N 32 0 C F M , 3 0 " x 1 6 " N K . , R E T U R N A I R G R I L L E L O W O N WA L L . WA L L . WA L L . WA L L . N O T E # D I F F U S E R C A L L O U T D E S C R I P T I O N 1111 8 " Ø D R Y E R E X H A U S T U P ( 5 0 0 C F M ) . 8" Ø D R Y E R E X H A U S T U P ( 5 0 0 C F M ) . 8" Ø D R Y E R E X H A U S T U P ( 5 0 0 C F M ) . 8" Ø D R Y E R E X H A U S T U P ( 5 0 0 C F M ) . 2222 R - 4 R- 4 R - 4 R- 4 4 4 0 C F M , 4 4 " x 2 0 " N K . , R E T U R N A I R G R I L L E L O W O N 44 0 C F M , 4 4 " x 2 0 " N K . , R E T U R N A I R G R I L L E L O W O N 44 0 C F M , 4 4 " x 2 0 " N K . , R E T U R N A I R G R I L L E L O W O N 44 0 C F M , 4 4 " x 2 0 " N K . , R E T U R N A I R G R I L L E L O W O N WA L L . WA L L . WA L L . WA L L . 3333 R I S E 2 4 " x 8 " + 1 " A L R . A . D U C T F R O M R . A . B O O T , L O W RI S E 2 4 " x 8 " + 1 " A L R . A . D U C T F R O M R . A . B O O T , L O W RI S E 2 4 " x 8 " + 1 " A L R . A . D U C T F R O M R . A . B O O T , L O W RI S E 2 4 " x 8 " + 1 " A L R . A . D U C T F R O M R . A . B O O T , L O W IN W A L L , T O C E I L I N G S P A C E . IN W A L L , T O C E I L I N G S P A C E . IN W A L L , T O C E I L I N G S P A C E . IN W A L L , T O C E I L I N G S P A C E . 4444 E - 1 E- 1 E - 1 E- 1 7 5 C F M , 8 " x 8 " N K . , E X H A U S T A I R G R I L L E . 75 C F M , 8 " x 8 " N K . , E X H A U S T A I R G R I L L E . 75 C F M , 8 " x 8 " N K . , E X H A U S T A I R G R I L L E . 75 C F M , 8 " x 8 " N K . , E X H A U S T A I R G R I L L E . 5555 T - 1 T- 1 T - 1 T- 1 1 4 " x 1 4 " N K . , T R A N S F E R A I R G R I L L E . 14 " x 1 4 " N K . , T R A N S F E R A I R G R I L L E . 14 " x 1 4 " N K . , T R A N S F E R A I R G R I L L E . 14 " x 1 4 " N K . , T R A N S F E R A I R G R I L L E . 6666 E - 1 E- 1 E - 1 E- 1 2 0 0 C F M , 1 0 " x 1 0 " N K . , E X H A U S T A I R G R I L L E . 20 0 C F M , 1 0 " x 1 0 " N K . , E X H A U S T A I R G R I L L E . 20 0 C F M , 1 0 " x 1 0 " N K . , E X H A U S T A I R G R I L L E . 20 0 C F M , 1 0 " x 1 0 " N K . , E X H A U S T A I R G R I L L E . 7777 E - 1 E- 1 E - 1 E- 1 9 5 C F M , 8 " x 8 " N K . , E X H A U S T A I R G R I L L E . 95 C F M , 8 " x 8 " N K . , E X H A U S T A I R G R I L L E . 95 C F M , 8 " x 8 " N K . , E X H A U S T A I R G R I L L E . 95 C F M , 8 " x 8 " N K . , E X H A U S T A I R G R I L L E . 8888 E - 1 E- 1 E - 1 E- 1 1 3 0 C F M , 8 " x 8 " N K . , E X H A U S T A I R G R I L L E . 13 0 C F M , 8 " x 8 " N K . , E X H A U S T A I R G R I L L E . 13 0 C F M , 8 " x 8 " N K . , E X H A U S T A I R G R I L L E . 13 0 C F M , 8 " x 8 " N K . , E X H A U S T A I R G R I L L E . 9999 E - 1 E- 1 E - 1 E- 1 2 4 0 C F M , 1 0 " x 1 0 " N K . , E X H A U S T A I R G R I L L E . 24 0 C F M , 1 0 " x 1 0 " N K . , E X H A U S T A I R G R I L L E . 24 0 C F M , 1 0 " x 1 0 " N K . , E X H A U S T A I R G R I L L E . 24 0 C F M , 1 0 " x 1 0 " N K . , E X H A U S T A I R G R I L L E . 10101010 E - 1 E- 1 E - 1 E- 1 8 5 C F M , 8 " x 8 " N K . , E X H A U S T A I R G R I L L E . 85 C F M , 8 " x 8 " N K . , E X H A U S T A I R G R I L L E . 85 C F M , 8 " x 8 " N K . , E X H A U S T A I R G R I L L E . 85 C F M , 8 " x 8 " N K . , E X H A U S T A I R G R I L L E . 11111111 E - 1 E- 1 E - 1 E- 1 2 0 0 C F M , 1 0 " x 1 0 " N K . , E X H A U S T A I R G R I L L E . 20 0 C F M , 1 0 " x 1 0 " N K . , E X H A U S T A I R G R I L L E . 20 0 C F M , 1 0 " x 1 0 " N K . , E X H A U S T A I R G R I L L E . 20 0 C F M , 1 0 " x 1 0 " N K . , E X H A U S T A I R G R I L L E . 12121212 7 5 C F M , 6 " Ø E X H A U S T D U C T . D R O P I N T O S H O E C A S E 75 C F M , 6 " Ø E X H A U S T D U C T . D R O P I N T O S H O E C A S E 75 C F M , 6 " Ø E X H A U S T D U C T . D R O P I N T O S H O E C A S E 75 C F M , 6 " Ø E X H A U S T D U C T . D R O P I N T O S H O E C A S E PL E N U M , 4 ' - 0 " O F F F L O O R . PL E N U M , 4 ' - 0 " O F F F L O O R . PL E N U M , 4 ' - 0 " O F F F L O O R . PL E N U M , 4 ' - 0 " O F F F L O O R . 13131313 R - 4 R- 4 R - 4 R- 4 1 2 0 C F M , 5 6 " x 1 2 " N K . , R E T U R N A I R G R I L L E L O W O N 12 0 C F M , 5 6 " x 1 2 " N K . , R E T U R N A I R G R I L L E L O W O N 12 0 C F M , 5 6 " x 1 2 " N K . , R E T U R N A I R G R I L L E L O W O N 12 0 C F M , 5 6 " x 1 2 " N K . , R E T U R N A I R G R I L L E L O W O N WA L L . WA L L . WA L L . WA L L . DR A W I N G N O T E S GE N E R A L N O T E S PR O V I D E R E M O T E D A M P E R A D J U S T E R F O R A L L C O N C E A L E D PR O V I D E R E M O T E D A M P E R A D J U S T E R F O R A L L C O N C E A L E D PR O V I D E R E M O T E D A M P E R A D J U S T E R F O R A L L C O N C E A L E D PR O V I D E R E M O T E D A M P E R A D J U S T E R F O R A L L C O N C E A L E D BA L A N C E D A M P E R S . L O C A T E T H E D A M P E R A D J U S T E R S I N A N BA L A N C E D A M P E R S . L O C A T E T H E D A M P E R A D J U S T E R S I N A N BA L A N C E D A M P E R S . L O C A T E T H E D A M P E R A D J U S T E R S I N A N BA L A N C E D A M P E R S . L O C A T E T H E D A M P E R A D J U S T E R S I N A N AC C E S S I B L E L O C A T I O N I N T H E M E C H A N I C A L R O O M . S E E D E TA I L AC C E S S I B L E L O C A T I O N I N T H E M E C H A N I C A L R O O M . S E E D E TA I L AC C E S S I B L E L O C A T I O N I N T H E M E C H A N I C A L R O O M . S E E D E TA I L AC C E S S I B L E L O C A T I O N I N T H E M E C H A N I C A L R O O M . S E E D E TA I L 8/ M H 5 0 1 . 8/ M H 5 0 1 . 8/ M H 5 0 1 . 8/ M H 5 0 1 . IN S T A L L D U C T W O R K A N D P I P I N G O V E R M E C H A N I C A L P L A T F O R M IN S T A L L D U C T W O R K A N D P I P I N G O V E R M E C H A N I C A L P L A T F O R M IN S T A L L D U C T W O R K A N D P I P I N G O V E R M E C H A N I C A L P L A T F O R M IN S T A L L D U C T W O R K A N D P I P I N G O V E R M E C H A N I C A L P L A T F O R M AN D C A T W A L K S A S H I G H A S P O S S I B L E . R U N I N S T R U C T U R E AN D C A T W A L K S A S H I G H A S P O S S I B L E . R U N I N S T R U C T U R E AN D C A T W A L K S A S H I G H A S P O S S I B L E . R U N I N S T R U C T U R E AN D C A T W A L K S A S H I G H A S P O S S I B L E . R U N I N S T R U C T U R E WH E R E P O S S I B L E T O M A I N T A I N A C C E S S I B I L I T Y O F P L A T F O R M A N D WH E R E P O S S I B L E T O M A I N T A I N A C C E S S I B I L I T Y O F P L A T F O R M A N D WH E R E P O S S I B L E T O M A I N T A I N A C C E S S I B I L I T Y O F P L A T F O R M A N D WH E R E P O S S I B L E T O M A I N T A I N A C C E S S I B I L I T Y O F P L A T F O R M A N D CA T W A L K S . CA T W A L K S . CA T W A L K S . CA T W A L K S . A.A.A.A. DR A W I N G N O T E S B.B.B.B. BO I L E R R O O M 20 6 ME C H 20 5 SE E D R A W I N G 2 / M H 4 0 1 SE E D R A W I N G 2 / M H 4 0 1 SE E D R A W I N G 2 / M H 4 0 1 SE E D R A W I N G 2 / M H 4 0 1 FO R D E T A I L E D M E C H A N I C A L FO R D E T A I L E D M E C H A N I C A L FO R D E T A I L E D M E C H A N I C A L FO R D E T A I L E D M E C H A N I C A L IN F O R M A T I O N I N T H I S A R E A IN F O R M A T I O N I N T H I S A R E A IN F O R M A T I O N I N T H I S A R E A IN F O R M A T I O N I N T H I S A R E A SE E D R A W I N G 1 / M H 4 0 1 SE E D R A W I N G 1 / M H 4 0 1 SE E D R A W I N G 1 / M H 4 0 1 SE E D R A W I N G 1 / M H 4 0 1 FO R D E T A I L E D M E C H A N I C A L FO R D E T A I L E D M E C H A N I C A L FO R D E T A I L E D M E C H A N I C A L FO R D E T A I L E D M E C H A N I C A L IN F O R M A T I O N I N T H I S A R E A IN F O R M A T I O N I N T H I S A R E A IN F O R M A T I O N I N T H I S A R E A IN F O R M A T I O N I N T H I S A R E A AAAA BBBB B.4B.4B.4B.4 CCCC DDDD EEEE FFFF GGGG KKKK LLLL L.9L.9L.9L.9 MMMM NNNN 13131313 12121212 11111111 10101010 9999 8888 4. 8 4. 8 4. 8 4. 8 4444333322221111 48 " x 3 6 " F . 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E.2E.2E.2E.2 HHHH 7777 6666 11 . 7 11 . 7 11 . 7 11 . 7 8. 7 8. 7 8. 7 8. 7 4. 9 4. 9 4. 9 4. 9 1.71.71.71.7 5555 1111 MH 3 0 2 MH 3 0 2 MH 3 0 2 MH 3 0 2 2222 MH 3 0 2 MH 3 0 2 MH 3 0 2 MH 3 0 2 1111 MH 3 0 3 MH 3 0 3 MH 3 0 3 MH 3 0 3 2222 MH 3 0 3 MH 3 0 3 MH 3 0 3 MH 3 0 3 SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, Utah 84010 Telephone (801) 322-0487 Telefax (801) 322-0490 www.heatheng.com 8/6/2012 12:33:35 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\jbeal\Documents\REVIT PROJECTS\v12\11071-Mech-CF_Indianapolis Temple-v12_jbeal.rvt LEVEL 2 MECHANICAL HVAC PLAN MH104Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012JTBChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : SC A L E : SC A L E : SC A L E : 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " LE V E L 2 M E C H A N I C A L H V A C P L A N 0000 5555 10101010 10101010 20202020 GENERAL NOTES PROVIDE REMOTE DAMPER ADJUSTER FOR ALL CONCEALEDPROVIDE REMOTE DAMPER ADJUSTER FOR ALL CONCEALEDPROVIDE REMOTE DAMPER ADJUSTER FOR ALL CONCEALEDPROVIDE REMOTE DAMPER ADJUSTER FOR ALL CONCEALED BALANCE DAMPERS. LOCATE THE DAMPER ADJUSTERS IN ANBALANCE DAMPERS. LOCATE THE DAMPER ADJUSTERS IN ANBALANCE DAMPERS. LOCATE THE DAMPER ADJUSTERS IN ANBALANCE DAMPERS. LOCATE THE DAMPER ADJUSTERS IN AN ACCESSIBLE LOCATION IN THE MECHANICAL ROOM. SEE DETAILACCESSIBLE LOCATION IN THE MECHANICAL ROOM. SEE DETAILACCESSIBLE LOCATION IN THE MECHANICAL ROOM. SEE DETAILACCESSIBLE LOCATION IN THE MECHANICAL ROOM. SEE DETAIL 8/MH501.8/MH501.8/MH501.8/MH501.INSTALL DUCTWORK AND PIPING OVER MECHANICAL PLATFORMINSTALL DUCTWORK AND PIPING OVER MECHANICAL PLATFORMINSTALL DUCTWORK AND PIPING OVER MECHANICAL PLATFORMINSTALL DUCTWORK AND PIPING OVER MECHANICAL PLATFORM AND CATWALKS AS HIGH AS POSSIBLE. RUN IN STRUCTUREAND CATWALKS AS HIGH AS POSSIBLE. RUN IN STRUCTUREAND CATWALKS AS HIGH AS POSSIBLE. RUN IN STRUCTUREAND CATWALKS AS HIGH AS POSSIBLE. RUN IN STRUCTURE WHERE POSSIBLE TO MAINTAIN ACCESSIBILITY OF PLATFORM ANDWHERE POSSIBLE TO MAINTAIN ACCESSIBILITY OF PLATFORM ANDWHERE POSSIBLE TO MAINTAIN ACCESSIBILITY OF PLATFORM ANDWHERE POSSIBLE TO MAINTAIN ACCESSIBILITY OF PLATFORM AND CATWALKS.CATWALKS.CATWALKS.CATWALKS.A.A.A.A.B.B.B.B. AAAA BBBB B.4B.4B.4B.4 CCCC DDDD EEEE GGGG KKKK LLLL L.9L.9L.9L.9 MMMM NNNN 13131313 12121212 11111111 10101010 9999 8888 4. 8 4. 8 4. 8 4. 8 4444333322221111 E.2E.2E.2E.2 HHHH 7777 6666 11 . 7 11 . 7 11 . 7 11 . 7 8. 7 8. 7 8. 7 8. 7 4. 9 4. 9 4. 9 4. 9 1.71.71.71.7 BO I L E R F L U E BO I L E R F L U E BO I L E R F L U E BO I L E R F L U E WA T E R WA T E R WA T E R WA T E R HE A T E R HE A T E R HE A T E R HE A T E R FL U E FL U E FL U E FL U E RE F RE F RE F RE F 1111 RO O F T O P RO O F T O P RO O F T O P RO O F T O P EX H A U S T F A N EX H A U S T F A N EX H A U S T F A N EX H A U S T F A N LPLPLPLP 3333 LO U V E R E D LO U V E R E D LO U V E R E D LO U V E R E D PE N T H O U S E PE N T H O U S E PE N T H O U S E PE N T H O U S E LPLPLPLP 1111 LO U V E R E D LO U V E R E D LO U V E R E D LO U V E R E D PE N T H O U S E PE N T H O U S E PE N T H O U S E PE N T H O U S E LPLPLPLP 2222 LO U V E R E D LO U V E R E D LO U V E R E D LO U V E R E D PE N T H O U S E PE N T H O U S E PE N T H O U S E PE N T H O U S E LPLPLPLP 7777 LO U V E R E D LO U V E R E D LO U V E R E D LO U V E R E D PE N T H O U S E PE N T H O U S E PE N T H O U S E PE N T H O U S E LPLPLPLP 5555 LO U V E R E D LO U V E R E D LO U V E R E D LO U V E R E D PE N T H O U S E PE N T H O U S E PE N T H O U S E PE N T H O U S E LPLPLPLP 6666 LO U V E R E D LO U V E R E D LO U V E R E D LO U V E R E D PE N T H O U S E PE N T H O U S E PE N T H O U S E PE N T H O U S E RE F RE F RE F RE F 2222 RO O F T O P RO O F T O P RO O F T O P RO O F T O P EX H A U S T F A N EX H A U S T F A N EX H A U S T F A N EX H A U S T F A N LPLPLPLP 4444 LO U V E R E D LO U V E R E D LO U V E R E D LO U V E R E D PE N T H O U S E PE N T H O U S E PE N T H O U S E PE N T H O U S E 5555 1111 MH 3 0 2 MH 3 0 2 MH 3 0 2 MH 3 0 2 2222 MH 3 0 2 MH 3 0 2 MH 3 0 2 MH 3 0 2 1111 MH 3 0 3 MH 3 0 3 MH 3 0 3 MH 3 0 3 2222 MH 3 0 3 MH 3 0 3 MH 3 0 3 MH 3 0 3 RO O F H A T C H RO O F H A T C H RO O F H A T C H RO O F H A T C H SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, Utah 84010 Telephone (801) 322-0487 Telefax (801) 322-0490 www.heatheng.com 8/6/2012 12:33:49 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\jbeal\Documents\REVIT PROJECTS\v12\11071-Mech-CF_Indianapolis Temple-v12_jbeal.rvt MECHANICAL ROOF PLAN MH105Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012JTBChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : SC A L E : SC A L E : SC A L E : 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " ME C H A N I C A L R O O F P L A N 0000 5555 10101010 10101010 20202020 CCCC 2222 CH I L L E R CH I L L E R CH I L L E R CH I L L E R CCCC 1111 CH I L L E R CH I L L E R CH I L L E R CH I L L E R XF M R XF M R XF M R XF M R X F M R XF M R XF M R XF M R GENERATORGENERATORGENERATORGENERATOR 5555 4444 3. 8 3. 8 3. 8 3. 8 3333 2222 1111 AAAA BBBB CCCC DDDD EEEE FFFF GGGG EU H EU H EU H EU H 1111 ELECTRIC UNITELECTRIC UNITELECTRIC UNITELECTRIC UNIT HEATERHEATERHEATERHEATER EU H EU H EU H EU H 2222 EL E C T R I C U N I T EL E C T R I C U N I T EL E C T R I C U N I T EL E C T R I C U N I T HE A T E R HE A T E R HE A T E R HE A T E R CE F CE F CE F CE F 1111 CE I L I N G E X H A U S T CE I L I N G E X H A U S T CE I L I N G E X H A U S T CE I L I N G E X H A U S T FA N FA N FA N FA N EW H EW H EW H EW H 1111 EL E C T R I C W A L L EL E C T R I C W A L L EL E C T R I C W A L L EL E C T R I C W A L L HE A T E R HE A T E R HE A T E R HE A T E R SA C SA C SA C SA C 1111 SP L I T A I R SP L I T A I R SP L I T A I R SP L I T A I R CO N D I T I O N I N G CO N D I T I O N I N G CO N D I T I O N I N G CO N D I T I O N I N G (O U T D O O R U N I T ) (O U T D O O R U N I T ) (O U T D O O R U N I T ) (O U T D O O R U N I T ) SA C SA C SA C SA C 1111 SPLIT AIRSPLIT AIRSPLIT AIRSPLIT AIR CONDITIONINGCONDITIONINGCONDITIONINGCONDITIONING (INDOOR UNIT)(INDOOR UNIT)(INDOOR UNIT)(INDOOR UNIT) BVBVBVBV 1111 BR I C K V E N T BR I C K V E N T BR I C K V E N T BR I C K V E N T 8"Ø8"Ø8"Ø8"Ø A. D . A.D . A. D . A.D . A. D . A.D . A. D . A.D . A. D . A.D . A. D . A.D . A.D . A.D . A.D . A.D . A.D . A.D . A.D . A.D . A.D . A.D . A.D . A.D . A.D . A.D . A.D . A.D . A.D . A.D . A.D . A.D . A.D . A.D . A.D . A.D . A.D . A.D . A.D . A.D . A.D . A.D . A.D . A.D . A.D . A.D . A.D . A.D . GE N E R A T O R V E N T I L A T I O N GE N E R A T O R V E N T I L A T I O N GE N E R A T O R V E N T I L A T I O N GE N E R A T O R V E N T I L A T I O N EX H A U S T D U C T W O R K A N D E L B O W EX H A U S T D U C T W O R K A N D E L B O W EX H A U S T D U C T W O R K A N D E L B O W EX H A U S T D U C T W O R K A N D E L B O W BY E N G I N E G E N E R A T O R S U P P L I E R . BY E N G I N E G E N E R A T O R S U P P L I E R . BY E N G I N E G E N E R A T O R S U P P L I E R . BY E N G I N E G E N E R A T O R S U P P L I E R . SO U N D P A N E L , T Y P I C A L . SO U N D P A N E L , T Y P I C A L . SO U N D P A N E L , T Y P I C A L . SO U N D P A N E L , T Y P I C A L . RE F E R E N C E A R C H I T E C T U R A L P L A N RE F E R E N C E A R C H I T E C T U R A L P L A N RE F E R E N C E A R C H I T E C T U R A L P L A N RE F E R E N C E A R C H I T E C T U R A L P L A N AE 8 1 0 F O R S O U N D P A N E L D E T A I L . AE 8 1 0 F O R S O U N D P A N E L D E T A I L . AE 8 1 0 F O R S O U N D P A N E L D E T A I L . AE 8 1 0 F O R S O U N D P A N E L D E T A I L . 10 1 UTI L I T Y C O U R T 10 0 CH I L L E R Y A R D 10 9 EX T . A L C O V E 10 4 DU M P S T E R E N C L O S U R E 10 2 BA T H R O O M 10 8 MA I N T . 10 7 MA I N T . 10 6 MA I N T . 10 5 FM S T O . 1111 MH 2 0 0 MH 2 0 0 MH 2 0 0 MH 2 0 0 10 3 SIT E S H O P 1111 1111 5555 4444 3. 8 3. 8 3. 8 3. 8 3333 2222 1111 6" C H W R 6" C H W R 6" C H W R 6" C H W R 6" C H W S 6" C H W S 6" C H W S 6" C H W S 4" C H W R 4" C H W R 4" C H W R 4" C H W R 4" C H W S 4" C H W S 4" C H W S 4" C H W S CCCC 1111 CH I L L E R CH I L L E R CH I L L E R CH I L L E R CCCC 1111 CH I L L E R CH I L L E R CH I L L E R CH I L L E R SA C SA C SA C SA C 1111 SP L I T A I R SP L I T A I R SP L I T A I R SP L I T A I R CO N D I T I O N I N G CO N D I T I O N I N G CO N D I T I O N I N G CO N D I T I O N I N G (O U T D O O R U N I T ) (O U T D O O R U N I T ) (O U T D O O R U N I T ) (O U T D O O R U N I T ) SO U N D P A N E L , R E F E R E N C E SO U N D P A N E L , R E F E R E N C E SO U N D P A N E L , R E F E R E N C E SO U N D P A N E L , R E F E R E N C E AR C H I T E C T U R A L P L A N A E 8 1 0 AR C H I T E C T U R A L P L A N A E 8 1 0 AR C H I T E C T U R A L P L A N A E 8 1 0 AR C H I T E C T U R A L P L A N A E 8 1 0 FO R S O U N D P A N E L D E T A I L . FO R S O U N D P A N E L D E T A I L . FO R S O U N D P A N E L D E T A I L . FO R S O U N D P A N E L D E T A I L . AN C H O R C H I L L E R S E C U R E L Y T O AN C H O R C H I L L E R S E C U R E L Y T O AN C H O R C H I L L E R S E C U R E L Y T O AN C H O R C H I L L E R S E C U R E L Y T O HO U S E K E E P I N G P A D W I T H HO U S E K E E P I N G P A D W I T H HO U S E K E E P I N G P A D W I T H HO U S E K E E P I N G P A D W I T H GA L V A N I Z E D A N C H O R B O L T S . GA L V A N I Z E D A N C H O R B O L T S . GA L V A N I Z E D A N C H O R B O L T S . GA L V A N I Z E D A N C H O R B O L T S . AN C H O R P I P E P E R AN C H O R P I P E P E R AN C H O R P I P E P E R AN C H O R P I P E P E R DE T A I L 9 / M P 5 0 1 DE T A I L 9 / M P 5 0 1 DE T A I L 9 / M P 5 0 1 DE T A I L 9 / M P 5 0 1 SO U N D P A N E L , R E F E R E N C E SO U N D P A N E L , R E F E R E N C E SO U N D P A N E L , R E F E R E N C E SO U N D P A N E L , R E F E R E N C E AR C H I T E C T U R A L P L A N A E 8 1 0 AR C H I T E C T U R A L P L A N A E 8 1 0 AR C H I T E C T U R A L P L A N A E 8 1 0 AR C H I T E C T U R A L P L A N A E 8 1 0 FO R S O U N D P A N E L D E T A I L . FO R S O U N D P A N E L D E T A I L . FO R S O U N D P A N E L D E T A I L . FO R S O U N D P A N E L D E T A I L . AN C H O R C H I L L E R S E C U R E L Y T O AN C H O R C H I L L E R S E C U R E L Y T O AN C H O R C H I L L E R S E C U R E L Y T O AN C H O R C H I L L E R S E C U R E L Y T O HO U S E K E E P I N G P A D W I T H HO U S E K E E P I N G P A D W I T H HO U S E K E E P I N G P A D W I T H HO U S E K E E P I N G P A D W I T H GA L V A N I Z E D A N C H O R B O L T S . GA L V A N I Z E D A N C H O R B O L T S . GA L V A N I Z E D A N C H O R B O L T S . GA L V A N I Z E D A N C H O R B O L T S . PIP E S U P P O R T , T Y P I C A L PIP E S U P P O R T , T Y P I C A L PIP E S U P P O R T , T Y P I C A L PIP E S U P P O R T , T Y P I C A L A.D . A. D . A.D . A. D . A. D . A.D . A. D . A.D . A.D . A. D . A.D . A. D . A. D . A.D . A. D . A.D . 1111 1111 SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, Utah 84010 Telephone (801) 322-0487 Telefax (801) 322-0490 www.heatheng.com 9/24/2012 1:39:13 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\jbeal\Documents\REVIT PROJECTS\v12\11071-Mech-CF_Indianapolis Temple-v12_jbeal.rvt UTILITY BUILDING HVAC PLAN MH200Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012JTBChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : SC A L E : SC A L E : SC A L E : 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " UT I L I T Y B U I L D I N G H V A C P L A N 0000 2-1 / 2 2-1 / 2 2-1 / 2 2-1 / 2 5555 5555 10101010 SC A L E : SC A L E : SC A L E : SC A L E : MH 2 0 0 MH 2 0 0 MH 2 0 0 MH 2 0 0 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " CH I L L E R E N C L O S U R E M E C H A N I C A L S E C T I O N 1111 3Sept. 24, 2012Addendum #6 DR A W I N G N O T E S N O T E # D E S C R I P T I O N 1111 A C O U S T I C A L D I S C H A R G E S I L E N C E R ( B A F F L E AC O U S T I C A L D I S C H A R G E S I L E N C E R ( B A F F L E AC O U S T I C A L D I S C H A R G E S I L E N C E R ( B A F F L E AC O U S T I C A L D I S C H A R G E S I L E N C E R ( B A F F L E AN D P L E N U M E X T E N S I O N ) . S I L E N C E R S H A L L AN D P L E N U M E X T E N S I O N ) . S I L E N C E R S H A L L AN D P L E N U M E X T E N S I O N ) . S I L E N C E R S H A L L AN D P L E N U M E X T E N S I O N ) . S I L E N C E R S H A L L BE D E S I G N E D T O D E C R E A S E T H E O V E R A L L BE D E S I G N E D T O D E C R E A S E T H E O V E R A L L BE D E S I G N E D T O D E C R E A S E T H E O V E R A L L BE D E S I G N E D T O D E C R E A S E T H E O V E R A L L CH I L L E R F A N D I S C H A R G E S O U N D T O 5 4 d B A CH I L L E R F A N D I S C H A R G E S O U N D T O 5 4 d B A CH I L L E R F A N D I S C H A R G E S O U N D T O 5 4 d B A CH I L L E R F A N D I S C H A R G E S O U N D T O 5 4 d B A AT 4 0 F E E T . S I L E N C E R B A F F L E S H A L L B E 3 6 " AT 4 0 F E E T . S I L E N C E R B A F F L E S H A L L B E 3 6 " AT 4 0 F E E T . S I L E N C E R B A F F L E S H A L L B E 3 6 " AT 4 0 F E E T . S I L E N C E R B A F F L E S H A L L B E 3 6 " IN H E I G H T , P R O V I D E W I T H E X T E N S I O N IN H E I G H T , P R O V I D E W I T H E X T E N S I O N IN H E I G H T , P R O V I D E W I T H E X T E N S I O N IN H E I G H T , P R O V I D E W I T H E X T E N S I O N PL E N U M O F R E Q U I R E D H E I G H T S O T H A T T H E PL E N U M O F R E Q U I R E D H E I G H T S O T H A T T H E PL E N U M O F R E Q U I R E D H E I G H T S O T H A T T H E PL E N U M O F R E Q U I R E D H E I G H T S O T H A T T H E TO P O F T H E S I L E N C E R I S E V E N W I T H T H E T O P TO P O F T H E S I L E N C E R I S E V E N W I T H T H E T O P TO P O F T H E S I L E N C E R I S E V E N W I T H T H E T O P TO P O F T H E S I L E N C E R I S E V E N W I T H T H E T O P OF T H E S U R R O U N D I N G E N C L O S U R E . OF T H E S U R R O U N D I N G E N C L O S U R E . OF T H E S U R R O U N D I N G E N C L O S U R E . OF T H E S U R R O U N D I N G E N C L O S U R E . PR O V I D E I N T H E P L E N U M S E C T I O N 2 4 " x 2 4 " PR O V I D E I N T H E P L E N U M S E C T I O N 2 4 " x 2 4 " PR O V I D E I N T H E P L E N U M S E C T I O N 2 4 " x 2 4 " PR O V I D E I N T H E P L E N U M S E C T I O N 2 4 " x 2 4 " AC C E S S D O O R S , O N E A T E A C H C O N D E N S E R AC C E S S D O O R S , O N E A T E A C H C O N D E N S E R AC C E S S D O O R S , O N E A T E A C H C O N D E N S E R AC C E S S D O O R S , O N E A T E A C H C O N D E N S E R FA N ( 6 T O T A L ) T O F A C I L I T A T E M A I N T E N A N C E FA N ( 6 T O T A L ) T O F A C I L I T A T E M A I N T E N A N C E FA N ( 6 T O T A L ) T O F A C I L I T A T E M A I N T E N A N C E FA N ( 6 T O T A L ) T O F A C I L I T A T E M A I N T E N A N C E OF T H E F A N S . S U P P O R T S I L E N C E R ( B A F F L E OF T H E F A N S . S U P P O R T S I L E N C E R ( B A F F L E OF T H E F A N S . S U P P O R T S I L E N C E R ( B A F F L E OF T H E F A N S . S U P P O R T S I L E N C E R ( B A F F L E AN D P L E N U M ) I N D E P E N D E N T L Y F R O M T H E AN D P L E N U M ) I N D E P E N D E N T L Y F R O M T H E AN D P L E N U M ) I N D E P E N D E N T L Y F R O M T H E AN D P L E N U M ) I N D E P E N D E N T L Y F R O M T H E CH I L L E R W I T H W E L D E D G A L V A N I Z E D S U P P O R T CH I L L E R W I T H W E L D E D G A L V A N I Z E D S U P P O R T CH I L L E R W I T H W E L D E D G A L V A N I Z E D S U P P O R T CH I L L E R W I T H W E L D E D G A L V A N I Z E D S U P P O R T FR A M E . S E C U R E L Y A N C H O R F R A M E T O T H E FR A M E . S E C U R E L Y A N C H O R F R A M E T O T H E FR A M E . S E C U R E L Y A N C H O R F R A M E T O T H E FR A M E . S E C U R E L Y A N C H O R F R A M E T O T H E HO U S E K E E P I N G P A D A N D T O T H E S I L E N C E R . HO U S E K E E P I N G P A D A N D T O T H E S I L E N C E R . HO U S E K E E P I N G P A D A N D T O T H E S I L E N C E R . HO U S E K E E P I N G P A D A N D T O T H E S I L E N C E R . SI L E N C E R S E L E C T I O N B A S E D O N B R D H U S H SI L E N C E R S E L E C T I O N B A S E D O N B R D H U S H SI L E N C E R S E L E C T I O N B A S E D O N B R D H U S H SI L E N C E R S E L E C T I O N B A S E D O N B R D H U S H GU A R D G A L V A N E A L S I L E N C E R A N D P L E N U M . GU A R D G A L V A N E A L S I L E N C E R A N D P L E N U M . GU A R D G A L V A N E A L S I L E N C E R A N D P L E N U M . GU A R D G A L V A N E A L S I L E N C E R A N D P L E N U M . 3333 3333 3333 3333 3333 3333 8888 7777 6666 5555 20 3 ME C H 20 3 MEC H 20 3 MEC H 10"x10" +1"AL10"x10" +1"AL10"x10" +1"AL10"x10" +1"AL 42 " x 1 6 " + 1 " A L R . A . 42 " x 1 6 " + 1 " A L R . A . 42 " x 1 6 " + 1 " A L R . A . 42 " x 1 6 " + 1 " A L R . A . 24 " Ø S . A . 24 " Ø S . A . 24 " Ø S . A . 24 " Ø S . A . 16 " x 1 0 " + 1 " A L 16 " x 1 0 " + 1 " A L 16 " x 1 0 " + 1 " A L 16 " x 1 0 " + 1 " A L 10 " Ø 10 " Ø 10 " Ø 10 " Ø 3/4 " H W S 3/4 " H W S 3/4 " H W S 3/4 " H W S 3/4 " H W S 3/4 " H W S 3/4 " H W S 3/4 " H W S 14 " Ø S . A . 14 " Ø S . A . 14 " Ø S . A . 14 " Ø S . A . 24 " Ø S . A . 24 " Ø S . A . 24 " Ø S . A . 24 " Ø S . A . 1 1 / 4 " H W R 1 1 / 4 " H W R 1 1 / 4 " H W R 1 1 / 4 " H W R 28 " Ø S . A . 28 " Ø S . A . 28 " Ø S . A . 28 " Ø S . A . 20 " x 1 2 " + 1 " A L 20 " x 1 2 " + 1 " A L 20 " x 1 2 " + 1 " A L 20 " x 1 2 " + 1 " A L 24 " x 2 4 " + 1 " A L E X H . 24 " x 2 4 " + 1 " A L E X H . 24 " x 2 4 " + 1 " A L E X H . 24 " x 2 4 " + 1 " A L E X H . 3" H W R 3" H W R 3" H W R 3" H W R 6" C H W S 6" C H W S 6" C H W S 6" C H W S 6" C H W R 6" C H W R 6" C H W R 6" C H W R 26"x24" +1"AL 26"x24" +1"AL 26"x24" +1"AL 26"x24" +1"AL 6" C H W R 6" C H W R 6" C H W R 6" C H W R 16 " Ø 16 " Ø 16 " Ø 16 " Ø 48 " x 3 6 " F . O . 48 " x 3 6 " F . O . 48 " x 3 6 " F . O . 48 " x 3 6 " F . O . 20 " Ø 20 " Ø 20 " Ø 20 " Ø 6"Ø S . A . 6"Ø S . A . 6"Ø S . A . 6"Ø S . A . 3/4 " H W R 3/4 " H W R 3/4 " H W R 3/4 " H W R 3/4 " H W S 3/4 " H W S 3/4 " H W S 3/4 " H W S 6"Ø S . A . 6"Ø S . A . 6"Ø S . A . 6"Ø S . A . VA V R VA V R VA V R VA V R 15 4 15 4 15 4 15 4 VA V R VA V R VA V R VA V R 15 9 15 9 15 9 15 9 34 " Ø 34 " Ø 34 " Ø 34 " Ø F. S . D . F. S . D . F. S . D . F. S . D . F. S . D . F. S . D . F. S . D . F. S . D . VA V R VA V R VA V R VA V R 17 0 A 17 0 A 17 0 A 17 0 A F.S.D.F.S.D.F.S.D.F.S.D. 8"Ø8"Ø8"Ø8"Ø 12 " Ø 12 " Ø 12 " Ø 12 " Ø VA V R VA V R VA V R VA V R 18 0 18 0 18 0 18 0 VA V VA V VA V VA V 20 4 20 4 20 4 20 4 SUPPLY AIRSUPPLY AIRSUPPLY AIRSUPPLY AIR DIFFUSER, SEEDIFFUSER, SEEDIFFUSER, SEEDIFFUSER, SEE DRAWING MH401DRAWING MH401DRAWING MH401DRAWING MH401 RE F RE F RE F RE F 2222 RO O F T O P RO O F T O P RO O F T O P RO O F T O P EX H A U S T F A N EX H A U S T F A N EX H A U S T F A N EX H A U S T F A N SE E D E T A I L 8 / M H 5 0 2 F O R SE E D E T A I L 8 / M H 5 0 2 F O R SE E D E T A I L 8 / M H 5 0 2 F O R SE E D E T A I L 8 / M H 5 0 2 F O R EX H A U S T F A N A N D C U R B EX H A U S T F A N A N D C U R B EX H A U S T F A N A N D C U R B EX H A U S T F A N A N D C U R B DE T A I L DE T A I L DE T A I L DE T A I L SE E D E T A I L 5 / M H 5 0 2 SE E D E T A I L 5 / M H 5 0 2 SE E D E T A I L 5 / M H 5 0 2 SE E D E T A I L 5 / M H 5 0 2 LPLPLPLP 5555 LO U V E R E D LO U V E R E D LO U V E R E D LO U V E R E D PE N T H O U S E PE N T H O U S E PE N T H O U S E PE N T H O U S E 10"x10" +1"AL10"x10" +1"AL10"x10" +1"AL10"x10" +1"AL 16 " Ø 16 " Ø 16 " Ø 16 " Ø 204TECHNOLOGY 8888 7777 6666 5555 20 5 ME C H 20 5 MEC H 12"x6" +1"AL12"x6" +1"AL12"x6" +1"AL12"x6" +1"AL36"x30" +1"AL R.A.36"x30" +1"AL R.A.36"x30" +1"AL R.A.36"x30" +1"AL R.A.12"x10" +1"AL12"x10" +1"AL12"x10" +1"AL12"x10" +1"AL 8"Ø8"Ø8"Ø8"Ø 10"x10" +1"AL S.A.10"x10" +1"AL S.A.10"x10" +1"AL S.A.10"x10" +1"AL S.A.18"Ø18"Ø18"Ø18"Ø3/4" HWS3/4" HWS3/4" HWS3/4" HWS3/4" HWR3/4" HWR3/4" HWR3/4" HWR 10 8 " x 4 4 " 10 8 " x 4 4 " 10 8 " x 4 4 " 10 8 " x 4 4 " 30 " Ø S . A . 30 " Ø S . A . 30 " Ø S . A . 30 " Ø S . A . 30 " Ø S . A . 30 " Ø S . A . 30 " Ø S . A . 30 " Ø S . A . 6" C H W R 6" C H W R 6" C H W R 6" C H W R 22"x22" +1"AL EXH.22"x22" +1"AL EXH.22"x22" +1"AL EXH.22"x22" +1"AL EXH. 14 " Ø 14 " Ø 14 " Ø 14 " Ø 10 " Ø 10 " Ø 10 " Ø 10 " Ø 2"2"2"2"2"2"2"2" 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 14 " Ø 14 " Ø 14 " Ø 14 " Ø 10 " Ø 10 " Ø 10 " Ø 10 " Ø 30 " x 1 0 " + 2 " A L O . A . 30 " x 1 0 " + 2 " A L O . A . 30 " x 1 0 " + 2 " A L O . A . 30 " x 1 0 " + 2 " A L O . A . 22 " Ø 22 " Ø 22 " Ø 22 " Ø 12 " Ø 12 " Ø 12 " Ø 12 " Ø 20 " x 1 6 " + 1 " A L R . A . 20 " x 1 6 " + 1 " A L R . A . 20 " x 1 6 " + 1 " A L R . A . 20 " x 1 6 " + 1 " A L R . A . 22 " Ø 22 " Ø 22 " Ø 22 " Ø 10 " x 1 0 " + 1 " A L S . A . 10 " x 1 0 " + 1 " A L S . A . 10 " x 1 0 " + 1 " A L S . A . 10 " x 1 0 " + 1 " A L S . A . 8"Ø8"Ø8"Ø8"Ø 16 " x 1 0 " + 1 " A L S . A . 16 " x 1 0 " + 1 " A L S . A . 16 " x 1 0 " + 1 " A L S . A . 16 " x 1 0 " + 1 " A L S . A . 3/4 " H W R 3/4 " H W R 3/4 " H W R 3/4 " H W R 10 " Ø 10 " Ø 10 " Ø 10 " Ø H.D . H. D . H.D . H. D . 1 1 / 2 " H W R 1 1 / 2 " H W R 1 1 / 2 " H W R 1 1 / 2 " H W R 10 " Ø 10 " Ø 10 " Ø 10 " Ø VA V R VA V R VA V R VA V R 11 0 11 0 11 0 11 0 RA F RA F RA F RA F 10 0 A 10 0 A 10 0 A 10 0 A RE L I E F A I R F A N RE L I E F A I R F A N RE L I E F A I R F A N RE L I E F A I R F A N 4" H W R 4" H W R 4" H W R 4" H W R 26"x20" +1"AL R.A.26"x20" +1"AL R.A.26"x20" +1"AL R.A.26"x20" +1"AL R.A.H.D.H.D.H.D.H.D.VAVRVAVRVAVRVAVR 144144144144VAVRVAVRVAVRVAVR142142142142 RA F RA F RA F RA F 10 0 B 10 0 B 10 0 B 10 0 B RE L I E F A I R F A N RE L I E F A I R F A N RE L I E F A I R F A N RE L I E F A I R F A N A.D.A.D.A.D.A.D.A.D.A.D.A.D.A.D. A.D . A.D . A.D . A.D . A. D . A.D . A. D . A.D . A. D . A. D . A. D . A. D . A.D . A.D . A.D . A.D . A. D . A. D . A. D . A. D . 22 " Ø 22 " Ø 22 " Ø 22 " Ø LPLPLPLP 3333LOUVEREDLOUVEREDLOUVEREDLOUVEREDPENTHOUSEPENTHOUSEPENTHOUSEPENTHOUSE SEE DETAIL 5/MH502SEE DETAIL 5/MH502SEE DETAIL 5/MH502SEE DETAIL 5/MH502 LPLPLPLP 1111 LO U V E R E D LO U V E R E D LO U V E R E D LO U V E R E D PE N T H O U S E PE N T H O U S E PE N T H O U S E PE N T H O U S E SE E D E T A I L 5 / M H 5 0 2 SE E D E T A I L 5 / M H 5 0 2 SE E D E T A I L 5 / M H 5 0 2 SE E D E T A I L 5 / M H 5 0 2 LPLPLPLP 2222 LO U V E R E D LO U V E R E D LO U V E R E D LO U V E R E D PE N T H O U S E PE N T H O U S E PE N T H O U S E PE N T H O U S E SE E D E T A I L 5 / M H 5 0 2 SE E D E T A I L 5 / M H 5 0 2 SE E D E T A I L 5 / M H 5 0 2 SE E D E T A I L 5 / M H 5 0 2 RE F RE F RE F RE F 1111 RO O F T O P RO O F T O P RO O F T O P RO O F T O P EX H A U S T F A N EX H A U S T F A N EX H A U S T F A N EX H A U S T F A N SE E D E T A I L 8 / M H 5 0 2 F O R SE E D E T A I L 8 / M H 5 0 2 F O R SE E D E T A I L 8 / M H 5 0 2 F O R SE E D E T A I L 8 / M H 5 0 2 F O R EX H A U S T F A N A N D C U R B EX H A U S T F A N A N D C U R B EX H A U S T F A N A N D C U R B EX H A U S T F A N A N D C U R B DE T A I L DE T A I L DE T A I L DE T A I L 4" H I G H C O N C R E T E 4" H I G H C O N C R E T E 4" H I G H C O N C R E T E 4" H I G H C O N C R E T E HO U S E K E E P I N G P A D , HO U S E K E E P I N G P A D , HO U S E K E E P I N G P A D , HO U S E K E E P I N G P A D , SE E D E T A I L 3 / M H 5 0 2 SE E D E T A I L 3 / M H 5 0 2 SE E D E T A I L 3 / M H 5 0 2 SE E D E T A I L 3 / M H 5 0 2 4" H I G H C O N C R E T E 4" H I G H C O N C R E T E 4" H I G H C O N C R E T E 4" H I G H C O N C R E T E HO U S E K E E P I N G P A D , HO U S E K E E P I N G P A D , HO U S E K E E P I N G P A D , HO U S E K E E P I N G P A D , SE E D E T A I L 3 / M H 5 0 2 SE E D E T A I L 3 / M H 5 0 2 SE E D E T A I L 3 / M H 5 0 2 SE E D E T A I L 3 / M H 5 0 2 4" H I G H C O N C R E T E 4" H I G H C O N C R E T E 4" H I G H C O N C R E T E 4" H I G H C O N C R E T E HO U S E K E E P I N G P A D , HO U S E K E E P I N G P A D , HO U S E K E E P I N G P A D , HO U S E K E E P I N G P A D , SE E D E T A I L 3 / M H 5 0 2 SE E D E T A I L 3 / M H 5 0 2 SE E D E T A I L 3 / M H 5 0 2 SE E D E T A I L 3 / M H 5 0 2 HHHH 10 0 10 0 10 0 10 0 HU M I D I F I E R HU M I D I F I E R HU M I D I F I E R HU M I D I F I E R AH U AH U AH U AH U 10 0 10 0 10 0 10 0 AIR H A N D L I N G AIR H A N D L I N G AIR H A N D L I N G AIR H A N D L I N G UN I T UN I T UN I T UN I T RA D RA D RA D RA D 10 0 10 0 10 0 10 0 RE T U R N A I R RE T U R N A I R RE T U R N A I R RE T U R N A I R DA M P E R DA M P E R DA M P E R DA M P E R OA D OA D OA D OA D 10 0 10 0 10 0 10 0 OU T S I D E A I R OU T S I D E A I R OU T S I D E A I R OU T S I D E A I R DA M P E R DA M P E R DA M P E R DA M P E R FSFSFSFS 10 0 10 0 10 0 10 0 FIL T E R S E C T I O N FIL T E R S E C T I O N FIL T E R S E C T I O N FIL T E R S E C T I O N SFSFSFSF 10 0 10 0 10 0 10 0 SU P P L Y A I R F A N SU P P L Y A I R F A N SU P P L Y A I R F A N SU P P L Y A I R F A N PH C PH C PH C PH C 10 0 10 0 10 0 10 0 PR E - H E A T C O I L PR E - H E A T C O I L PR E - H E A T C O I L PR E - H E A T C O I L CCCCCCCC 10 0 10 0 10 0 10 0 CO O L I N G C O I L CO O L I N G C O I L CO O L I N G C O I L CO O L I N G C O I L HIHIHIHI 10 0 10 0 10 0 10 0 HU M I D I F I E R HU M I D I F I E R HU M I D I F I E R HU M I D I F I E R IN J E C T O R IN J E C T O R IN J E C T O R IN J E C T O R HCHCHCHC 10 0 10 0 10 0 10 0 HE A T I N G C O I L HE A T I N G C O I L HE A T I N G C O I L HE A T I N G C O I L 7777 6666 14 " x 1 2 " 14 " x 1 2 " 14 " x 1 2 " 14 " x 1 2 " +1 " A L +1 " A L +1 " A L +1 " A L 206BOILER ROOM 6" C H W R 6" C H W R 6" C H W R 6" C H W R 6" C H W S 6" C H W S 6" C H W S 6" C H W S 4" H W R 4" H W R 4" H W R 4" H W R 4" H W S 4" H W S 4" H W S 4" H W S 12 " x 8 " + 1 " A L 12 " x 8 " + 1 " A L 12 " x 8 " + 1 " A L 12 " x 8 " + 1 " A L 8"x 8 " + 1 " A L 8"x 8 " + 1 " A L 8"x 8 " + 1 " A L 8"x 8 " + 1 " A L 8"x 8 " + 1 " A L 8"x 8 " + 1 " A L 8"x 8 " + 1 " A L 8"x 8 " + 1 " A L 4" HWS 4" HWS 4" HWS 4" HWS 4" HWS 4" HWS 4" HWS 4" HWS 4" HWS 4" HWS 4" HWS 4" HWS 4" HWS 4" HWS 4" HWS 4" HWS DETDETDETDET 1111 8"x8" +1"AL8"x8" +1"AL8"x8" +1"AL8"x8" +1"AL12"x14" +1"AL12"x14" +1"AL12"x14" +1"AL12"x14" +1"ALVFDVFDVFDVFD7777VARIABLEVARIABLEVARIABLEVARIABLEFREQUENCYFREQUENCYFREQUENCYFREQUENCYDRIVEDRIVEDRIVEDRIVEWHWHWHWH1111WATER HEATERWATER HEATERWATER HEATERWATER HEATER BBBB 1111 BOILERBOILERBOILERBOILER BBBB 2222 BO I L E R BO I L E R BO I L E R BO I L E R CD W C CD W C CD W C CD W C 1111 HW P HW P HW P HW P 2222 HE A T I N G W A T E R HE A T I N G W A T E R HE A T I N G W A T E R HE A T I N G W A T E R PU M P PU M P PU M P PU M P HW P HW P HW P HW P 1111 HE A T I N G W A T E R HE A T I N G W A T E R HE A T I N G W A T E R HE A T I N G W A T E R PU M P PU M P PU M P PU M P F.S . D . F. S . D . F.S . D . F. S . D . F. S . D . F. S . D . F. S . D . F. S . D . F. S . D . F. S . D . F. S . D . F. S . D . F.S.D.F.S.D.F.S.D.F.S.D. BC P BC P BC P BC P 2222 BCPBCPBCPBCP 1111 UHUHUHUH 1111 ASASASAS 2222 3" H W S 3" H W S 3" H W S 3" H W S LPLPLPLP 6666 LO U V E R E D LO U V E R E D LO U V E R E D LO U V E R E D PE N T H O U S E PE N T H O U S E PE N T H O U S E PE N T H O U S E MDMDMDMD 3333 MO T O R I Z E D MO T O R I Z E D MO T O R I Z E D MO T O R I Z E D DA M P E R DA M P E R DA M P E R DA M P E R LPLPLPLP 7777LOUVEREDLOUVEREDLOUVEREDLOUVEREDPENTHOUSEPENTHOUSEPENTHOUSEPENTHOUSE 6"Ø COMBUSTION AIR6"Ø COMBUSTION AIR6"Ø COMBUSTION AIR6"Ø COMBUSTION AIR WRAPPED WITH 1-1/2" FOILWRAPPED WITH 1-1/2" FOILWRAPPED WITH 1-1/2" FOILWRAPPED WITH 1-1/2" FOIL BACKED DUCT WRAPBACKED DUCT WRAPBACKED DUCT WRAPBACKED DUCT WRAP INSULATIONINSULATIONINSULATIONINSULATION12"Ø COMBUSTION AIR12"Ø COMBUSTION AIR12"Ø COMBUSTION AIR12"Ø COMBUSTION AIR WRAPPED WITH 1-1/2" FOILWRAPPED WITH 1-1/2" FOILWRAPPED WITH 1-1/2" FOILWRAPPED WITH 1-1/2" FOIL BACKED DUCT WRAPBACKED DUCT WRAPBACKED DUCT WRAPBACKED DUCT WRAP INSULATIONINSULATIONINSULATIONINSULATION4"Ø DOUBLE4"Ø DOUBLE4"Ø DOUBLE4"Ø DOUBLE WALLED FLUEWALLED FLUEWALLED FLUEWALLED FLUE 6" Ø D O U B L E 6" Ø D O U B L E 6" Ø D O U B L E 6" Ø D O U B L E WA L L E D WA L L E D WA L L E D WA L L E D FL U E FL U E FL U E FL U E 4" HIGH CONCRETE4" HIGH CONCRETE4" HIGH CONCRETE4" HIGH CONCRETE HOUSEKEEPING PAD, SEEHOUSEKEEPING PAD, SEEHOUSEKEEPING PAD, SEEHOUSEKEEPING PAD, SEE DETAIL 3/MH502 (TYPICAL)DETAIL 3/MH502 (TYPICAL)DETAIL 3/MH502 (TYPICAL)DETAIL 3/MH502 (TYPICAL) 4" H I G H C O N C R E T E 4" H I G H C O N C R E T E 4" H I G H C O N C R E T E 4" H I G H C O N C R E T E HO U S E K E E P I N G P A D , S E E HO U S E K E E P I N G P A D , S E E HO U S E K E E P I N G P A D , S E E HO U S E K E E P I N G P A D , S E E DE T A I L 3 / M H 5 0 2 ( T Y P I C A L ) DE T A I L 3 / M H 5 0 2 ( T Y P I C A L ) DE T A I L 3 / M H 5 0 2 ( T Y P I C A L ) DE T A I L 3 / M H 5 0 2 ( T Y P I C A L ) SEE DETAIL 5/MH502SEE DETAIL 5/MH502SEE DETAIL 5/MH502SEE DETAIL 5/MH502 SE E D E T A I L 5 / M H 5 0 2 SE E D E T A I L 5 / M H 5 0 2 SE E D E T A I L 5 / M H 5 0 2 SE E D E T A I L 5 / M H 5 0 2 SE E D E T A I L SE E D E T A I L SE E D E T A I L SE E D E T A I L 14 / M H 5 0 1 F O R F L U E 14 / M H 5 0 1 F O R F L U E 14 / M H 5 0 1 F O R F L U E 14 / M H 5 0 1 F O R F L U E TH R U R O O F D E T A I L TH R U R O O F D E T A I L TH R U R O O F D E T A I L TH R U R O O F D E T A I L (T Y P I C A L ) (T Y P I C A L ) (T Y P I C A L ) (T Y P I C A L ) GGGG KKKK HHHH 20 3 MEC H 12 " Ø E X H . 12 " Ø E X H . 12 " Ø E X H . 12 " Ø E X H . 12 " Ø E X H . 12 " Ø E X H . 12 " Ø E X H . 12 " Ø E X H . 12"Ø 12"Ø 12"Ø 12"Ø 12"Ø 12"Ø 12"Ø 12"Ø 3/4 " H W S 3/4 " H W S 3/4 " H W S 3/4 " H W S 3/4 " H W R 3/4 " H W R 3/4 " H W R 3/4 " H W R 3/4 " H W S 3/4 " H W S 3/4 " H W S 3/4 " H W S 3/4 " H W R 3/4 " H W R 3/4 " H W R 3/4 " H W R 3/4 " H W S 3/4 " H W S 3/4 " H W S 3/4 " H W S 3/4 " H W R 3/4 " H W R 3/4 " H W R 3/4 " H W R 3/4 " H W S 3/4 " H W S 3/4 " H W S 3/4 " H W S 3/4 " H W R 3/4 " H W R 3/4 " H W R 3/4 " H W R 10 " x 1 0 " + 1 " A L S . A . 10 " x 1 0 " + 1 " A L S . A . 10 " x 1 0 " + 1 " A L S . A . 10 " x 1 0 " + 1 " A L S . A . 42 " x 1 6 " + 1 " A L R . A . 42 " x 1 6 " + 1 " A L R . A . 42 " x 1 6 " + 1 " A L R . A . 42 " x 1 6 " + 1 " A L R . A . 42 " x 1 6 " + 1 " A L R . A . 42 " x 1 6 " + 1 " A L R . A . 42 " x 1 6 " + 1 " A L R . A . 42 " x 1 6 " + 1 " A L R . A . 20 " Ø 20 " Ø 20 " Ø 20 " Ø 24 " Ø S . A . 24 " Ø S . A . 24 " Ø S . A . 24 " Ø S . A . 16 " x 1 2 " + 1 " A L S . A . 16 " x 1 2 " + 1 " A L S . A . 16 " x 1 2 " + 1 " A L S . A . 16 " x 1 2 " + 1 " A L S . A . 40 " x 8 " + 1 " A L R . A . 40 " x 8 " + 1 " A L R . A . 40 " x 8 " + 1 " A L R . A . 40 " x 8 " + 1 " A L R . A . 42 " x 1 6 " + 1 " A L R . A . 42 " x 1 6 " + 1 " A L R . A . 42 " x 1 6 " + 1 " A L R . A . 42 " x 1 6 " + 1 " A L R . A . 12 " Ø 12 " Ø 12 " Ø 12 " Ø 3/4 " H W R 3/4 " H W R 3/4 " H W R 3/4 " H W R 3/4 " H W S 3/4 " H W S 3/4 " H W S 3/4 " H W S VA V R VA V R VA V R VA V R 17 2 17 2 17 2 17 2 10 " Ø 10 " Ø 10 " Ø 10 " Ø VA V VA V VA V VA V 20 4 20 4 20 4 20 4 10 " Ø 10 " Ø 10 " Ø 10 " Ø VA V R VA V R VA V R VA V R 10 0 10 0 10 0 10 0 DE F DE F DE F DE F 2222 DR Y E R E X H A U S T DR Y E R E X H A U S T DR Y E R E X H A U S T DR Y E R E X H A U S T FA N FA N FA N FA N DE F DE F DE F DE F 1111 DR Y E R E X H A U S T DR Y E R E X H A U S T DR Y E R E X H A U S T DR Y E R E X H A U S T FA N FA N FA N FA N LPLPLPLP 4444 LO U V E R E D LO U V E R E D LO U V E R E D LO U V E R E D PE N T H O U S E PE N T H O U S E PE N T H O U S E PE N T H O U S E SE E D E T A I L 5 / M H 5 0 2 SE E D E T A I L 5 / M H 5 0 2 SE E D E T A I L 5 / M H 5 0 2 SE E D E T A I L 5 / M H 5 0 2 SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, Utah 84010 Telephone (801) 322-0487 Telefax (801) 322-0490 www.heatheng.com 8/6/2012 12:34:13 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\jbeal\Documents\REVIT PROJECTS\v12\11071-Mech-CF_Indianapolis Temple-v12_jbeal.rvt MECHANICAL SECTIONS MH301Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012JTBChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : SC A L E : SC A L E : SC A L E : MH 3 0 1 MH 3 0 1 MH 3 0 1 MH 3 0 1 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " ME C H A N I C A L R O O M 2 0 3 S E C T I O N 1111 SC A L E : SC A L E : SC A L E : SC A L E : MH 3 0 1 MH 3 0 1 MH 3 0 1 MH 3 0 1 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " ME C H A N I C A L R O O M 2 0 5 S E C T I O N 2222 SC A L E : SC A L E : SC A L E : SC A L E : MH301MH301MH301MH301 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " BO I L E R R O O M M E C H A N I C A L S E C T I O N 3333 SC A L E : SC A L E : SC A L E : SC A L E : MH 3 0 1 MH 3 0 1 MH 3 0 1 MH 3 0 1 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " ME C H A N I C A L S E C T I O N 4444 0000 2-1 / 2 2-1 / 2 2-1 / 2 2-1 / 2 5555 5555 10101010 0000 2-1 / 2 2-1 / 2 2-1 / 2 2-1 / 2 5555 5555 10101010 0000 2-1 / 2 2- 1 / 2 2-1 / 2 2- 1 / 2 5555 5555 10101010 0000 2-1 / 2 2- 1 / 2 2-1 / 2 2- 1 / 2 5555 5555 10101010GENERAL NOTES INSTALL DUCTWORK AND PIPING OVER MECHANICAL PLATFORMINSTALL DUCTWORK AND PIPING OVER MECHANICAL PLATFORMINSTALL DUCTWORK AND PIPING OVER MECHANICAL PLATFORMINSTALL DUCTWORK AND PIPING OVER MECHANICAL PLATFORM AND CATWALKS AS HIGH AS POSSIBLE. RUN IN STRUCTUREAND CATWALKS AS HIGH AS POSSIBLE. RUN IN STRUCTUREAND CATWALKS AS HIGH AS POSSIBLE. RUN IN STRUCTUREAND CATWALKS AS HIGH AS POSSIBLE. RUN IN STRUCTURE WHERE POSSIBLE TO MAINTAIN ACCESSIBILITY OF PLATFORMWHERE POSSIBLE TO MAINTAIN ACCESSIBILITY OF PLATFORMWHERE POSSIBLE TO MAINTAIN ACCESSIBILITY OF PLATFORMWHERE POSSIBLE TO MAINTAIN ACCESSIBILITY OF PLATFORM AND CATWALKS.AND CATWALKS.AND CATWALKS.AND CATWALKS.A.A.A.A. 11111111 10101010 9999 8888 4. 8 4. 8 4. 8 4. 8 44443333 7777 6666 8. 7 8. 7 8. 7 8. 7 4. 9 4. 9 4. 9 4. 9 5555 14 8 IN S T R U C T I O N 2 14 6 D CO R R I D O R 13 6 IN S T R U C T I O N - M E N 13 7 C HA L L 13 7 B IN S T R U C T I O N D 12 7 B IN S T R U C T I O N D 12 7 C HA L L 12 6 IN S T R U C T I O N - W O M E N 11 5 BR I D E / M A T R O N 11 0 PR E S I D E N T O F F I C E 10 8 HA L L 16 " x 1 0 " + 1 " A L 16 " x 1 0 " + 1 " A L 16 " x 1 0 " + 1 " A L 16 " x 1 0 " + 1 " A L 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 14 " x 1 4 " + 1 " A L 14 " x 1 4 " + 1 " A L 14 " x 1 4 " + 1 " A L 14 " x 1 4 " + 1 " A L 12 " x 1 0 " + 1 " A L 12 " x 1 0 " + 1 " A L 12 " x 1 0 " + 1 " A L 12 " x 1 0 " + 1 " A L 6"Ø6"Ø6"Ø6"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 16 " x 1 2 " + 1 " A L S . A . 16 " x 1 2 " + 1 " A L S . A . 16 " x 1 2 " + 1 " A L S . A . 16 " x 1 2 " + 1 " A L S . A . 8"Ø8"Ø8"Ø8"Ø 20 " x 1 0 " + 1 " A L 20 " x 1 0 " + 1 " A L 20 " x 1 0 " + 1 " A L 20 " x 1 0 " + 1 " A L 12 " x 1 0 " + 1 " A L 12 " x 1 0 " + 1 " A L 12 " x 1 0 " + 1 " A L 12 " x 1 0 " + 1 " A L 12 " x 1 0 " + 1 " A L 12 " x 1 0 " + 1 " A L 12 " x 1 0 " + 1 " A L 12 " x 1 0 " + 1 " A L 8"Ø8"Ø8"Ø8"Ø 32 " x 6 " + 1 " A L 32 " x 6 " + 1 " A L 32 " x 6 " + 1 " A L 32 " x 6 " + 1 " A L 12 " Ø 12 " Ø 12 " Ø 12 " Ø 14 " x 1 0 " + 1 " A L 14 " x 1 0 " + 1 " A L 14 " x 1 0 " + 1 " A L 14 " x 1 0 " + 1 " A L 12 " Ø 12 " Ø 12 " Ø 12 " Ø14 " x 1 0 " + 1 " A L 14 " x 1 0 " + 1 " A L 14 " x 1 0 " + 1 " A L 14 " x 1 0 " + 1 " A L 32 " x 6 " + 1 " A L 32 " x 6 " + 1 " A L 32 " x 6 " + 1 " A L 32 " x 6 " + 1 " A L 8"Ø8"Ø8"Ø8"Ø 12 " x 1 0 " + 1 " A L 12 " x 1 0 " + 1 " A L 12 " x 1 0 " + 1 " A L 12 " x 1 0 " + 1 " A L 20 " x 1 0 " + 1 " A L 20 " x 1 0 " + 1 " A L 20 " x 1 0 " + 1 " A L 20 " x 1 0 " + 1 " A L 8"Ø8"Ø8"Ø8"Ø12 " x 1 0 " + 1 " A L 12 " x 1 0 " + 1 " A L 12 " x 1 0 " + 1 " A L 12 " x 1 0 " + 1 " A L 12 " x 1 2 " + 1 " A L 12 " x 1 2 " + 1 " A L 12 " x 1 2 " + 1 " A L 12 " x 1 2 " + 1 " A L 8"x 8 " + 1 " A L S . A . 8"x 8 " + 1 " A L S . A . 8"x 8 " + 1 " A L S . A . 8"x 8 " + 1 " A L S . A . 12 " x 6 " + 1 " A L 12 " x 6 " + 1 " A L 12 " x 6 " + 1 " A L 12 " x 6 " + 1 " A L 26 " x 2 0 " + 1 " A L 26 " x 2 0 " + 1 " A L 26 " x 2 0 " + 1 " A L 26 " x 2 0 " + 1 " A L 14 " x 8 " + 1 " A L 14 " x 8 " + 1 " A L 14 " x 8 " + 1 " A L 14 " x 8 " + 1 " A L 8"Ø8"Ø8"Ø8"Ø 14 " x 8 " + 1 " A L 14 " x 8 " + 1 " A L 14 " x 8 " + 1 " A L 14 " x 8 " + 1 " A L 8"x 6 " 8"x 6 " 8"x 6 " 8"x 6 " SUPPLY AIR DUFFUSER.SUPPLY AIR DUFFUSER.SUPPLY AIR DUFFUSER.SUPPLY AIR DUFFUSER.SEE DRAWING MH102 (TYPICAL)SEE DRAWING MH102 (TYPICAL)SEE DRAWING MH102 (TYPICAL)SEE DRAWING MH102 (TYPICAL) RE T U R N A I R G R I L L E . S E E RE T U R N A I R G R I L L E . S E E RE T U R N A I R G R I L L E . S E E RE T U R N A I R G R I L L E . S E E DR A W I N G M H 1 0 3 F O R DR A W I N G M H 1 0 3 F O R DR A W I N G M H 1 0 3 F O R DR A W I N G M H 1 0 3 F O R SI Z I N G A N D A R C H I T E C T U R A L SI Z I N G A N D A R C H I T E C T U R A L SI Z I N G A N D A R C H I T E C T U R A L SI Z I N G A N D A R C H I T E C T U R A L DE T A I L S F O R M O U N T I N G . DE T A I L S F O R M O U N T I N G . DE T A I L S F O R M O U N T I N G . DE T A I L S F O R M O U N T I N G . (T Y P I C A L ) (T Y P I C A L ) (T Y P I C A L ) (T Y P I C A L ) SU P P L Y A I R D U F F U S E R . SU P P L Y A I R D U F F U S E R . SU P P L Y A I R D U F F U S E R . SU P P L Y A I R D U F F U S E R . SE E D R A W I N G N H 1 0 2 SE E D R A W I N G N H 1 0 2 SE E D R A W I N G N H 1 0 2 SE E D R A W I N G N H 1 0 2 (T Y P I C A L ) (T Y P I C A L ) (T Y P I C A L ) (T Y P I C A L ) SU P P L Y A I R D U F F U S E R . SU P P L Y A I R D U F F U S E R . SU P P L Y A I R D U F F U S E R . SU P P L Y A I R D U F F U S E R . SE E D R A W I N G M H 1 0 2 ( T Y P I C A L ) SE E D R A W I N G M H 1 0 2 ( T Y P I C A L ) SE E D R A W I N G M H 1 0 2 ( T Y P I C A L ) SE E D R A W I N G M H 1 0 2 ( T Y P I C A L ) RETURN AIR GRILLE.RETURN AIR GRILLE.RETURN AIR GRILLE.RETURN AIR GRILLE.SEE DRAWING MH103 (TYPICAL)SEE DRAWING MH103 (TYPICAL)SEE DRAWING MH103 (TYPICAL)SEE DRAWING MH103 (TYPICAL) 13131313 12121212 11111111 10101010 9999 8888 4. 8 4. 8 4. 8 4. 8 4444333322221111 7777 6666 11 . 7 11 . 7 11 . 7 11 . 7 8. 7 8. 7 8. 7 8. 7 4. 9 4. 9 4. 9 4. 9 1.71.71.71.7 5555 2222 MH 3 0 3 MH 3 0 3 MH 3 0 3 MH 3 0 3 15 0 LO B B Y 15 1 HA L L 14 0 HA L L 10 1 EN T R Y 100VESTIBULE8"Ø8"Ø8"Ø8"Ø 16 " x 1 0 " + 1 " A L 16 " x 1 0 " + 1 " A L 16 " x 1 0 " + 1 " A L 16 " x 1 0 " + 1 " A L 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 16 " x 1 0 " + 1 " A L 16 " x 1 0 " + 1 " A L 16 " x 1 0 " + 1 " A L 16 " x 1 0 " + 1 " A L 20 " x 6 " + 1 " A L 20 " x 6 " + 1 " A L 20 " x 6 " + 1 " A L 20 " x 6 " + 1 " A L 8"Ø8"Ø8"Ø8"Ø 20 " x 1 6 " + 1 " A L 20 " x 1 6 " + 1 " A L 20 " x 1 6 " + 1 " A L 20 " x 1 6 " + 1 " A L 8"Ø8"Ø8"Ø8"Ø 10 " x 1 0 " + 1 " A L 10 " x 1 0 " + 1 " A L 10 " x 1 0 " + 1 " A L 10 " x 1 0 " + 1 " A L 54 " x 2 4 " + 1 " A L 54 " x 2 4 " + 1 " A L 54 " x 2 4 " + 1 " A L 54 " x 2 4 " + 1 " A L 8"Ø8"Ø8"Ø8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 6" C H W S 6" C H W S 6" C H W S 6" C H W S 6" C H W R 6" C H W R 6" C H W R 6" C H W R 4" H W S 4" H W S 4" H W S 4" H W S 4" H W R 4" H W R 4" H W R 4" H W R 8"Ø8"Ø8"Ø8"Ø 14 " x 1 0 " + 1 " A L E X H . 14 " x 1 0 " + 1 " A L E X H . 14 " x 1 0 " + 1 " A L E X H . 14 " x 1 0 " + 1 " A L E X H . 14 " x 1 0 " + 1 " A L 14 " x 1 0 " + 1 " A L 14 " x 1 0 " + 1 " A L 14 " x 1 0 " + 1 " A L 8"Ø8"Ø8"Ø8"Ø 24 " x 4 4 " + 1 " A L 24 " x 4 4 " + 1 " A L 24 " x 4 4 " + 1 " A L 24 " x 4 4 " + 1 " A L 10 " Ø 10 " Ø 10 " Ø 10 " Ø 40 " x 1 4 " + 1 " A L 40 " x 1 4 " + 1 " A L 40 " x 1 4 " + 1 " A L 40 " x 1 4 " + 1 " A L 12 " x 1 0 " + 1 " A L 12 " x 1 0 " + 1 " A L 12 " x 1 0 " + 1 " A L 12 " x 1 0 " + 1 " A L 8"x 6 " S . A . 8"x 6 " S . A . 8"x 6 " S . A . 8"x 6 " S . A . SU P P L Y A I R D I F F U S E R SU P P L Y A I R D I F F U S E R SU P P L Y A I R D I F F U S E R SU P P L Y A I R D I F F U S E R SE E D R A W I N G M H 1 0 2 ( T Y P I C A L ) SE E D R A W I N G M H 1 0 2 ( T Y P I C A L ) SE E D R A W I N G M H 1 0 2 ( T Y P I C A L ) SE E D R A W I N G M H 1 0 2 ( T Y P I C A L ) SU P P L Y A I R D I F F U S E R SU P P L Y A I R D I F F U S E R SU P P L Y A I R D I F F U S E R SU P P L Y A I R D I F F U S E R SE E D R A W I N G M H 1 0 2 ( T Y P I C A L ) SE E D R A W I N G M H 1 0 2 ( T Y P I C A L ) SE E D R A W I N G M H 1 0 2 ( T Y P I C A L ) SE E D R A W I N G M H 1 0 2 ( T Y P I C A L ) 48 " x 2 6 " F . O . S . A . 48 " x 2 6 " F . O . S . A . 48 " x 2 6 " F . O . S . A . 48 " x 2 6 " F . O . S . A . 48 " x 1 4 " + 1 " A L 48 " x 1 4 " + 1 " A L 48 " x 1 4 " + 1 " A L 48 " x 1 4 " + 1 " A L SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, Utah 84010 Telephone (801) 322-0487 Telefax (801) 322-0490 www.heatheng.com 8/6/2012 12:34:26 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\jbeal\Documents\REVIT PROJECTS\v12\11071-Mech-CF_Indianapolis Temple-v12_jbeal.rvt MECHANICAL SECTIONS MH302Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012JTBChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : SC A L E : SC A L E : SC A L E : MH 3 0 2 MH 3 0 2 MH 3 0 2 MH 3 0 2 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " ME C H A N I C A L B U I L D I N G S E C T I O N 1111 SC A L E : SC A L E : SC A L E : SC A L E : MH 3 0 2 MH 3 0 2 MH 3 0 2 MH 3 0 2 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " ME C H A N I C A L B U I L D I N G S E C T I O N 2222 0000 5555 10101010 10101010 20202020 0000 5555 10101010 10101010 20202020 GENERAL NOTES INSTALL DUCTWORK AND PIPING OVER MECHANICAL PLATFORMINSTALL DUCTWORK AND PIPING OVER MECHANICAL PLATFORMINSTALL DUCTWORK AND PIPING OVER MECHANICAL PLATFORMINSTALL DUCTWORK AND PIPING OVER MECHANICAL PLATFORM AND CATWALKS AS HIGH AS POSSIBLE. RUN IN STRUCTUREAND CATWALKS AS HIGH AS POSSIBLE. RUN IN STRUCTUREAND CATWALKS AS HIGH AS POSSIBLE. RUN IN STRUCTUREAND CATWALKS AS HIGH AS POSSIBLE. RUN IN STRUCTURE WHERE POSSIBLE TO MAINTAIN ACCESSIBILITY OF PLATFORMWHERE POSSIBLE TO MAINTAIN ACCESSIBILITY OF PLATFORMWHERE POSSIBLE TO MAINTAIN ACCESSIBILITY OF PLATFORMWHERE POSSIBLE TO MAINTAIN ACCESSIBILITY OF PLATFORM AND CATWALKS.AND CATWALKS.AND CATWALKS.AND CATWALKS.A.A.A.A. 11111111 10101010 9999 8888 4. 8 4. 8 4. 8 4. 8 4444 3333 7777 6666 8. 7 8. 7 8. 7 8. 7 4. 9 4. 9 4. 9 4. 9 5555 15 4 IN S T R U C T I O N B 15 9 IN S T R U C T I O N A 15 5 VE S T I B U L E B0 5 LO W E R F O N T 17 0 BA P T I S T R Y 17 2 BA P T I S T R Y C H A P E L B0 6 MEC H 17 8 RE C E P T I O N 17 9 B PO R T A L 17 9 EN T R Y 12 " x 1 0 " + 1 " A L 12 " x 1 0 " + 1 " A L 12 " x 1 0 " + 1 " A L 12 " x 1 0 " + 1 " A L 6" C H W R 6" C H W R 6" C H W R 6" C H W R 6" C H W S 6" C H W S 6" C H W S 6" C H W S 2 1 / 2 " H W R 2 1 / 2 " H W R 2 1 / 2 " H W R 2 1 / 2 " H W R 2 1 / 2 " H W S 2 1 / 2 " H W S 2 1 / 2 " H W S 2 1 / 2 " H W S 8"x 6 " + 1 " A L 8"x 6 " + 1 " A L 8"x 6 " + 1 " A L 8"x 6 " + 1 " A L 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 12"x10" +1"AL S.A.12"x10" +1"AL S.A.12"x10" +1"AL S.A.12"x10" +1"AL S.A. 16 " x 1 2 " + 1 " A L 16 " x 1 2 " + 1 " A L 16 " x 1 2 " + 1 " A L 16 " x 1 2 " + 1 " A L 8"x 6 " 8"x 6 " 8"x 6 " 8"x 6 " +1 " A L +1 " A L +1 " A L +1 " A L 8"Ø 8"Ø 8"Ø8"Ø 18 " x 1 4 " + 1 " A L 18 " x 1 4 " + 1 " A L 18 " x 1 4 " + 1 " A L 18 " x 1 4 " + 1 " A L 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 16 " x 1 2 " + 1 " A L 16 " x 1 2 " + 1 " A L 16 " x 1 2 " + 1 " A L 16 " x 1 2 " + 1 " A L 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø8"Ø8"Ø8"Ø 20 " x 1 2 " + 1 " A L 20 " x 1 2 " + 1 " A L 20 " x 1 2 " + 1 " A L 20 " x 1 2 " + 1 " A L 20 " x 1 2 " + 1 " A L 20 " x 1 2 " + 1 " A L 20 " x 1 2 " + 1 " A L 20 " x 1 2 " + 1 " A L 8"Ø8"Ø8"Ø8"Ø 8"Ø 8"Ø 8"Ø8"Ø 20 " x 1 4 " + 1 " A L S . A . 20 " x 1 4 " + 1 " A L S . A . 20 " x 1 4 " + 1 " A L S . A . 20 " x 1 4 " + 1 " A L S . A . 8"Ø8"Ø8"Ø8"Ø 8"Ø 8"Ø 8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 14 " x 8 " + 1 " A L 14 " x 8 " + 1 " A L 14 " x 8 " + 1 " A L 14 " x 8 " + 1 " A L 8"Ø 8"Ø 8"Ø8"Ø 16 " x 1 6 " + 1 " A L S . A . 16 " x 1 6 " + 1 " A L S . A . 16 " x 1 6 " + 1 " A L S . A . 16 " x 1 6 " + 1 " A L S . A . 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 16 " x 1 6 " + 1 " A L 16 " x 1 6 " + 1 " A L 16 " x 1 6 " + 1 " A L 16 " x 1 6 " + 1 " A L 6"Ø 6"Ø 6"Ø 6"Ø H.D . H. D . H.D . H. D . H. D . H.D . H. D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H. D . H.D . H. D . H.D . H.D . H.D . H.D . H.D . H.D . H. D . H.D . H. D . H. D . H.D . H. D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H.D . H . D . H.D . H.D . H.D . SU P P L Y A I R SU P P L Y A I R SU P P L Y A I R SU P P L Y A I R DI F F U S E R , S E E DI F F U S E R , S E E DI F F U S E R , S E E DI F F U S E R , S E E DR A W I N G M H 1 0 2 DR A W I N G M H 1 0 2 DR A W I N G M H 1 0 2 DR A W I N G M H 1 0 2 FO R S I Z E ( T Y P I C A L ) FO R S I Z E ( T Y P I C A L ) FO R S I Z E ( T Y P I C A L ) FO R S I Z E ( T Y P I C A L ) SU P P L Y A I R SU P P L Y A I R SU P P L Y A I R SU P P L Y A I R DI F F U S E R , S E E DI F F U S E R , S E E DI F F U S E R , S E E DI F F U S E R , S E E DR A W I N G M H 1 0 2 DR A W I N G M H 1 0 2 DR A W I N G M H 1 0 2 DR A W I N G M H 1 0 2 FO R S I Z E ( T Y P I C A L ) FO R S I Z E ( T Y P I C A L ) FO R S I Z E ( T Y P I C A L ) FO R S I Z E ( T Y P I C A L ) SU P P L Y A I R SU P P L Y A I R SU P P L Y A I R SU P P L Y A I R DI F F U S E R , S E E DI F F U S E R , S E E DI F F U S E R , S E E DI F F U S E R , S E E DR A W I N G M H 1 0 2 DR A W I N G M H 1 0 2 DR A W I N G M H 1 0 2 DR A W I N G M H 1 0 2 FO R S I Z E ( T Y P I C A L ) FO R S I Z E ( T Y P I C A L ) FO R S I Z E ( T Y P I C A L ) FO R S I Z E ( T Y P I C A L ) RE T U R N A I R G R I L L E , S E E RE T U R N A I R G R I L L E , S E E RE T U R N A I R G R I L L E , S E E RE T U R N A I R G R I L L E , S E E DR A W I N G M H 1 0 3 F O R DR A W I N G M H 1 0 3 F O R DR A W I N G M H 1 0 3 F O R DR A W I N G M H 1 0 3 F O R SI Z E A N D SI Z E A N D SI Z E A N D SI Z E A N D AR C H I T E C T U R A L AR C H I T E C T U R A L AR C H I T E C T U R A L AR C H I T E C T U R A L DR A W I N G S F O R DR A W I N G S F O R DR A W I N G S F O R DR A W I N G S F O R MO U N T I N G ( T Y P I C A L ) . MO U N T I N G ( T Y P I C A L ) . MO U N T I N G ( T Y P I C A L ) . MO U N T I N G ( T Y P I C A L ) . RE T U R N A I R G R I L L E , S E E RE T U R N A I R G R I L L E , S E E RE T U R N A I R G R I L L E , S E E RE T U R N A I R G R I L L E , S E E DR A W I N G M H 1 0 3 F O R DR A W I N G M H 1 0 3 F O R DR A W I N G M H 1 0 3 F O R DR A W I N G M H 1 0 3 F O R SI Z E A N D SI Z E A N D SI Z E A N D SI Z E A N D AR C H I T E C T U R A L AR C H I T E C T U R A L AR C H I T E C T U R A L AR C H I T E C T U R A L DR A W I N G S F O R DR A W I N G S F O R DR A W I N G S F O R DR A W I N G S F O R MO U N T I N G ( T Y P I C A L ) . MO U N T I N G ( T Y P I C A L ) . MO U N T I N G ( T Y P I C A L ) . MO U N T I N G ( T Y P I C A L ) . 8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø8"Ø 10 " x 1 0 " + 1 " A L 10 " x 1 0 " + 1 " A L 10 " x 1 0 " + 1 " A L 10 " x 1 0 " + 1 " A L SUPPLY AIRSUPPLY AIRSUPPLY AIRSUPPLY AIR DIFFUSER, SEEDIFFUSER, SEEDIFFUSER, SEEDIFFUSER, SEE DRAWING MH102DRAWING MH102DRAWING MH102DRAWING MH102 FOR SIZE (TYPICAL)FOR SIZE (TYPICAL)FOR SIZE (TYPICAL)FOR SIZE (TYPICAL) CR P CR P CR P CR P 1111 ES B ES B ES B ES B 1111 BD S BD S BD S BD S 1111 SS C T SS C T SS C T SS C T 1111 FC P FC P FC P FC P 1111 1"1"1"1" 1"1"1"1" STSTSTST 1111FTFTFTFT1111 SU P P L Y A I R SU P P L Y A I R SU P P L Y A I R SU P P L Y A I R DI F F U S E R , S E E DI F F U S E R , S E E DI F F U S E R , S E E DI F F U S E R , S E E DR A W I N G M H 1 0 2 DR A W I N G M H 1 0 2 DR A W I N G M H 1 0 2 DR A W I N G M H 1 0 2 FO R S I Z E ( T Y P I C A L ) FO R S I Z E ( T Y P I C A L ) FO R S I Z E ( T Y P I C A L ) FO R S I Z E ( T Y P I C A L ) 4" H I G H C O N C R E T E 4" H I G H C O N C R E T E 4" H I G H C O N C R E T E 4" H I G H C O N C R E T E HO U S E K E E P I N G P A D , HO U S E K E E P I N G P A D , HO U S E K E E P I N G P A D , HO U S E K E E P I N G P A D , SE E D E T A I L 3 / M H 5 0 2 . SE E D E T A I L 3 / M H 5 0 2 . SE E D E T A I L 3 / M H 5 0 2 . SE E D E T A I L 3 / M H 5 0 2 . 12 " x 8 " + 1 " A L R . A . 12 " x 8 " + 1 " A L R . A . 12 " x 8 " + 1 " A L R . A . 12 " x 8 " + 1 " A L R . A . AAAA BBBB B. 4 B. 4 B . 4 B. 4 CCCC DDDD EEEE FFFF GGGG KKKK LLLL L. 9 L. 9 L . 9 L. 9 MMMM NNNN E. 2 E. 2 E . 2 E. 2 HHHH B0 5 LO W E R F O N T 17 0 BA P T I S T R Y B0 6 ME C H 16 1 GIR L S D R E S S I N G B0 8 ST O R A G E 14 0 HA L L 13 2 RE S T R O O M - M E N 13 7 B IN S T R U C T I O N D 13 7 IN S T R U C T I O N - M E N 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 10 " Ø 10 " Ø 10 " Ø 10 " Ø 10"Ø 10"Ø 10"Ø 10"Ø 12"Ø 12"Ø 12"Ø 12"Ø32 " x 6 " + 1 " A L 32 " x 6 " + 1 " A L 32 " x 6 " + 1 " A L 32 " x 6 " + 1 " A L 14 " x 1 0 " + 1 " A L 14 " x 1 0 " + 1 " A L 14 " x 1 0 " + 1 " A L 14 " x 1 0 " + 1 " A L 8"Ø8"Ø8"Ø8"Ø 20 " x 1 0 " 20 " x 1 0 " 20 " x 1 0 " 20 " x 1 0 " +1 " A L +1 " A L +1 " A L +1 " A L 20 " x 1 2 " + 1 " A L 20 " x 1 2 " + 1 " A L 20 " x 1 2 " + 1 " A L 20 " x 1 2 " + 1 " A L 12 " x 1 0 " + 1 " A L 12 " x 1 0 " + 1 " A L 12 " x 1 0 " + 1 " A L 12 " x 1 0 " + 1 " A L 30 " Ø 30 " Ø 30 " Ø 30 " Ø 2"2"2"2" 22"x22" +1"AL 22"x22" +1"AL 22"x22" +1"AL 22"x22" +1"AL 6" C H W S 6" C H W S 6" C H W S 6" C H W S 6" C H W R 6" C H W R 6" C H W R 6" C H W R 2 1 / 2 " H W S 2 1 / 2 " H W S 2 1 / 2 " H W S 2 1 / 2 " H W S 8"Ø8"Ø8"Ø8"Ø 8"Ø8"Ø8"Ø8"Ø 20 " x 1 0 " + 1 " A L 20 " x 1 0 " + 1 " A L 20 " x 1 0 " + 1 " A L 20 " x 1 0 " + 1 " A L 26 " x 1 2 " + 1 " A L 26 " x 1 2 " + 1 " A L 26 " x 1 2 " + 1 " A L 26 " x 1 2 " + 1 " A L 6"Ø6"Ø6"Ø6"Ø6"Ø6"Ø6"Ø6"Ø 14 " x 1 0 " + 1 " A L 14 " x 1 0 " + 1 " A L 14 " x 1 0 " + 1 " A L 14 " x 1 0 " + 1 " A L 14 " x 1 0 " + 1 " A L 14 " x 1 0 " + 1 " A L 14 " x 1 0 " + 1 " A L 14 " x 1 0 " + 1 " A L 8"x 8 " + 1 " A L 8"x 8 " + 1 " A L 8"x 8 " + 1 " A L 8"x 8 " + 1 " A L 8"Ø8"Ø8"Ø8"Ø 8"x 8 " + 1 " A L 8"x 8 " + 1 " A L 8"x 8 " + 1 " A L 8"x 8 " + 1 " A L 14 " x 1 2 " + 1 " A L 14 " x 1 2 " + 1 " A L 14 " x 1 2 " + 1 " A L 14 " x 1 2 " + 1 " A L 4" H W S 4" H W S 4" H W S 4" H W S 8"Ø8"Ø8"Ø8"Ø 4" H W S 4" H W S 4" H W S 4" H W S 34 " Ø 34 " Ø 34 " Ø 34 " Ø 20 " x 1 2 " + 1 " A L 20 " x 1 2 " + 1 " A L 20 " x 1 2 " + 1 " A L 20 " x 1 2 " + 1 " A L 14 " Ø 14 " Ø 14 " Ø 14 " Ø 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 24 " x 2 4 " + 1 " A L 24 " x 2 4 " + 1 " A L 24 " x 2 4 " + 1 " A L 24 " x 2 4 " + 1 " A L 20 " x 1 2 " + 1 " A L 20 " x 1 2 " + 1 " A L 20 " x 1 2 " + 1 " A L 20 " x 1 2 " + 1 " A L 8"Ø8"Ø8"Ø8"Ø H.D . H.D . H.D . H.D . H.D . H. D . H.D . H. D . RE F RE F RE F RE F 1111 RO O F T O P RO O F T O P RO O F T O P RO O F T O P EX H A U S T F A N EX H A U S T F A N EX H A U S T F A N EX H A U S T F A N SE E D E T A I L SE E D E T A I L SE E D E T A I L SE E D E T A I L 8/ M H 5 0 2 F O R 8/ M H 5 0 2 F O R 8/ M H 5 0 2 F O R 8/ M H 5 0 2 F O R EX H A U S T F A N A N D EX H A U S T F A N A N D EX H A U S T F A N A N D EX H A U S T F A N A N D CU R B D E T A I L CU R B D E T A I L CU R B D E T A I L CU R B D E T A I L SE E D E T A I L SE E D E T A I L SE E D E T A I L SE E D E T A I L 8/ M H 5 0 2 F O R 8/ M H 5 0 2 F O R 8/ M H 5 0 2 F O R 8/ M H 5 0 2 F O R EX H A U S T F A N A N D EX H A U S T F A N A N D EX H A U S T F A N A N D EX H A U S T F A N A N D CU R B D E T A I L CU R B D E T A I L CU R B D E T A I L CU R B D E T A I L RE F RE F RE F RE F 2222 RO O F T O P RO O F T O P RO O F T O P RO O F T O P EX H A U S T F A N EX H A U S T F A N EX H A U S T F A N EX H A U S T F A N HHHH 10 0 10 0 10 0 10 0 AH U AH U AH U AH U 10 0 10 0 10 0 10 0 AIR H A N D L I N G AIR H A N D L I N G AIR H A N D L I N G AIR H A N D L I N G UN I T UN I T UN I T UN I T 4" H I G H C O N C R E T E 4" H I G H C O N C R E T E 4" H I G H C O N C R E T E 4" H I G H C O N C R E T E HO U S E K E E P I N G HO U S E K E E P I N G HO U S E K E E P I N G HO U S E K E E P I N G PA D , S E E D E T A I L PA D , S E E D E T A I L PA D , S E E D E T A I L PA D , S E E D E T A I L 3/ M H 5 0 2 3/ M H 5 0 2 3/ M H 5 0 2 3/ M H 5 0 2 BBBB 2222 HW P HW P HW P HW P 1111 UHUHUHUH 1111 SU P P L Y A I R SU P P L Y A I R SU P P L Y A I R SU P P L Y A I R DI F F U S E R , S E E DI F F U S E R , S E E DI F F U S E R , S E E DI F F U S E R , S E E DR A W I N G M H 1 0 2 DR A W I N G M H 1 0 2 DR A W I N G M H 1 0 2 DR A W I N G M H 1 0 2 (T Y P I C A L ) (T Y P I C A L ) (T Y P I C A L ) (T Y P I C A L ) RE T U R N A I R RE T U R N A I R RE T U R N A I R RE T U R N A I R GR I L L E , S E E GR I L L E , S E E GR I L L E , S E E GR I L L E , S E E DR A W I N G M H 1 0 3 DR A W I N G M H 1 0 3 DR A W I N G M H 1 0 3 DR A W I N G M H 1 0 3 (T Y P I C A L ) (T Y P I C A L ) (T Y P I C A L ) (T Y P I C A L ) EX H A U S T A I R EX H A U S T A I R EX H A U S T A I R EX H A U S T A I R GR I L L E , S E E GR I L L E , S E E GR I L L E , S E E GR I L L E , S E E DR A W I N G M H 1 0 3 DR A W I N G M H 1 0 3 DR A W I N G M H 1 0 3 DR A W I N G M H 1 0 3 (T Y P I C A L ) (T Y P I C A L ) (T Y P I C A L ) (T Y P I C A L ) SUPPLY AIRSUPPLY AIRSUPPLY AIRSUPPLY AIR DIFFUSER, SEEDIFFUSER, SEEDIFFUSER, SEEDIFFUSER, SEE DRAWING MH102DRAWING MH102DRAWING MH102DRAWING MH102 (TYPICAL)(TYPICAL)(TYPICAL)(TYPICAL) 14 " x 1 0 " + 1 " A L 14 " x 1 0 " + 1 " A L 14 " x 1 0 " + 1 " A L 14 " x 1 0 " + 1 " A L 10 " x 8 " + 1 " A L 10 " x 8 " + 1 " A L 10 " x 8 " + 1 " A L 10 " x 8 " + 1 " A L R. A . G R I L L E , S E E R. A . G R I L L E , S E E R. A . G R I L L E , S E E R. A . G R I L L E , S E E DR A W I N G DR A W I N G DR A W I N G DR A W I N G MH 1 0 0 MH 1 0 0 MH 1 0 0 MH 1 0 0 GM U GM U GM U GM U 2222 SM P SM P SM P SM P 1111 4" H I G H C O N C R E T E 4" H I G H C O N C R E T E 4" H I G H C O N C R E T E 4" H I G H C O N C R E T E HO U S E K E E P I N G HO U S E K E E P I N G HO U S E K E E P I N G HO U S E K E E P I N G PA D , S E E D E T A I L PA D , S E E D E T A I L PA D , S E E D E T A I L PA D , S E E D E T A I L 3/ M H 5 0 2 3/ M H 5 0 2 3/ M H 5 0 2 3/ M H 5 0 2 (T Y P I C A L ) (T Y P I C A L ) (T Y P I C A L ) (T Y P I C A L ) HXHXHXHX 2222 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 2"2"2"2" 2"2"2"2" 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 1"1"1"1" 26 " x 2 4 " + 1 " A L E X H . 26 " x 2 4 " + 1 " A L E X H . 26 " x 2 4 " + 1 " A L E X H . 26 " x 2 4 " + 1 " A L E X H . 18 " Ø 18 " Ø 18 " Ø 18 " Ø VA V R VA V R VA V R VA V R B0 6 A B0 6 A B0 6 A B0 6 A 18 " x 1 0 " + 1 " A L E X H . 18 " x 1 0 " + 1 " A L E X H . 18 " x 1 0 " + 1 " A L E X H . 18 " x 1 0 " + 1 " A L E X H . 16 " x 1 0 " + 1 " A L 16 " x 1 0 " + 1 " A L 16 " x 1 0 " + 1 " A L 16 " x 1 0 " + 1 " A L VA V R VA V R VA V R VA V R 13 8 13 8 13 8 13 8 6" C H W R 6" C H W R 6" C H W R 6" C H W R 6" C H W S 6" C H W S 6" C H W S 6" C H W S SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, Utah 84010 Telephone (801) 322-0487 Telefax (801) 322-0490 www.heatheng.com 8/6/2012 12:34:47 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\jbeal\Documents\REVIT PROJECTS\v12\11071-Mech-CF_Indianapolis Temple-v12_jbeal.rvt MECHANICAL SECTIONS MH303Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012JTBChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : SC A L E : SC A L E : SC A L E : MH 3 0 3 MH 3 0 3 MH 3 0 3 MH 3 0 3 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " ME C H A N I C A L B U I L D I N G S E C T I O N 1111 SC A L E : SC A L E : SC A L E : SC A L E : MH 3 0 3 MH 3 0 3 MH 3 0 3 MH 3 0 3 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " ME C H A N I C A L B U I L D I N G S E C T I O N 2222 0000 5555 10101010 10101010 20202020 0000 5555 10101010 10101010 20202020 GENERAL NOTES INSTALL DUCTWORK AND PIPING OVER MECHANICAL PLATFORMINSTALL DUCTWORK AND PIPING OVER MECHANICAL PLATFORMINSTALL DUCTWORK AND PIPING OVER MECHANICAL PLATFORMINSTALL DUCTWORK AND PIPING OVER MECHANICAL PLATFORM AND CATWALKS AS HIGH AS POSSIBLE. RUN IN STRUCTUREAND CATWALKS AS HIGH AS POSSIBLE. RUN IN STRUCTUREAND CATWALKS AS HIGH AS POSSIBLE. RUN IN STRUCTUREAND CATWALKS AS HIGH AS POSSIBLE. RUN IN STRUCTURE WHERE POSSIBLE TO MAINTAIN ACCESSIBILITY OF PLATFORMWHERE POSSIBLE TO MAINTAIN ACCESSIBILITY OF PLATFORMWHERE POSSIBLE TO MAINTAIN ACCESSIBILITY OF PLATFORMWHERE POSSIBLE TO MAINTAIN ACCESSIBILITY OF PLATFORM AND CATWALKS.AND CATWALKS.AND CATWALKS.AND CATWALKS.A.A.A.A. ME C H 20 5 DDDD EEEE FFFF 8888 30"Ø 30"Ø 30"Ø 30"Ø 28 " Ø 28 " Ø 28 " Ø 28 " Ø 48"x36"F.O.48"x36"F.O.48"x36"F.O.48"x36"F.O. E.2E.2E.2E.2 7777 6666 OU T S I D E A I R OU T S I D E A I R OU T S I D E A I R OU T S I D E A I R FR O M R O O F FR O M R O O F FR O M R O O F FR O M R O O F PE N T H O U S E PE N T H O U S E PE N T H O U S E PE N T H O U S E 20 " Ø 20 " Ø 20 " Ø 20 " Ø 10"Ø 10"Ø 10"Ø 10"Ø 12 " x 1 0 " 12 " x 1 0 " 12 " x 1 0 " 12 " x 1 0 " +1 " A L +1 " A L +1 " A L +1 " A L VA V VA V VA V VA V 14 1 A 14 1 A 14 1 A 14 1 A 5555 14"Ø 14"Ø 14"Ø 14"Ø VA V R VA V R VA V R VA V R 15 0 A 15 0 A 15 0 A 15 0 A 14 " Ø 14 " Ø 14 " Ø 14 " Ø VA V R VA V R VA V R VA V R 14 9 14 9 14 9 14 9 22"Ø 22"Ø 22"Ø 22"Ø 8"Ø8"Ø8"Ø8"Ø VA V R VA V R VA V R VA V R 14 4 14 4 14 4 14 4 10 " Ø 10 " Ø 10 " Ø 10 " Ø VA V R VA V R VA V R VA V R 14 2 14 2 14 2 14 2 12 " x 1 0 " + 1 " A L 12 " x 1 0 " + 1 " A L 12 " x 1 0 " + 1 " A L 12 " x 1 0 " + 1 " A L VA V R VA V R VA V R VA V R 14 6 14 6 14 6 14 6 10 " Ø 10 " Ø 10 " Ø 10 " Ø VA V R VA V R VA V R VA V R 14 8 14 8 14 8 14 8 30 " Ø 30 " Ø 30 " Ø 30 " Ø 14"Ø 14"Ø 14"Ø 14"Ø VA V R VA V R VA V R VA V R 13 8 13 8 13 8 13 8 16 " x 1 6 " 16 " x 1 6 " 16 " x 1 6 " 16 " x 1 6 " +1 " A L +1 " A L +1 " A L +1 " A L 6666 7777 VA V R VA V R VA V R VA V R 13 7 13 7 13 7 13 7 VA V R VA V R VA V R VA V R 12 7 12 7 12 7 12 7 10"Ø 10"Ø 10"Ø 10"Ø 10"Ø 10"Ø 10"Ø 10"Ø 14"Ø 14"Ø 14"Ø 14"Ø VA V R VA V R VA V R VA V R 12 3 12 3 12 3 12 3 16 " x 1 6 " + 1 " A L 16 " x 1 6 " + 1 " A L 16 " x 1 6 " + 1 " A L 16 " x 1 6 " + 1 " A L 7777 VA V R VA V R VA V R VA V R 11 5 11 5 11 5 11 5 12"Ø 12"Ø 12"Ø 12"Ø 22 " Ø 22 " Ø 22 " Ø 22 " Ø 22 " Ø 22 " Ø 22 " Ø 22 " Ø 10 " Ø 10 " Ø 10 " Ø 10 " Ø VA V R VA V R VA V R VA V R 11 2 11 2 11 2 11 2 VAVRVAVRVAVRVAVR 110110110110 10"Ø 10"Ø 10"Ø 10"Ø 16"Ø 16"Ø 16"Ø 16"Ø 8"Ø8"Ø8"Ø8"Ø14 " Ø 14 " Ø 14 " Ø 14 " Ø VAVRVAVRVAVRVAVR 106106106106 VAVRVAVRVAVRVAVR 119119119119 VA V R VA V R VA V R VA V R 14 0 A 14 0 A 14 0 A 14 0 A 14"x10" +1"AL 14"x10" +1"AL 14"x10" +1"AL 14"x10" +1"AL 10"x10" +1"AL S.A.10"x10" +1"AL S.A.10"x10" +1"AL S.A.10"x10" +1"AL S.A.18"x12" +1"AL S.A.18"x12" +1"AL S.A.18"x12" +1"AL S.A.18"x12" +1"AL S.A. 12"x10" +1"AL 12"x10" +1"AL 12"x10" +1"AL 12"x10" +1"AL 16"x12" +1"AL 16"x12" +1"AL 16"x12" +1"AL 16"x12" +1"AL 14"x10" +1"AL 14"x10" +1"AL 14"x10" +1"AL 14"x10" +1"AL 14"x10" +1"AL 14"x10" +1"AL 14"x10" +1"AL 14"x10" +1"AL 12"x12" +1"AL 12"x12" +1"AL 12"x12" +1"AL 12"x12" +1"AL 24"x18" +1"AL 24"x18" +1"AL 24"x18" +1"AL 24"x18" +1"AL 16 " x 1 6 " + 1 " A L 16 " x 1 6 " + 1 " A L 16 " x 1 6 " + 1 " A L 16 " x 1 6 " + 1 " A L 20 " x 1 4 " + 1 " A L 20 " x 1 4 " + 1 " A L 20 " x 1 4 " + 1 " A L 20 " x 1 4 " + 1 " A L 16"x10" +1"AL S.A.16"x10" +1"AL S.A.16"x10" +1"AL S.A.16"x10" +1"AL S.A. 9999 VFVFVFVF 1111 VFVFVFVF 2222 VFVFVFVF 3333 VFVFVFVF 4444 12"x10" +1"AL 12"x10" +1"AL 12"x10" +1"AL 12"x10" +1"AL 12"x10" +1"AL 12"x10" +1"AL 12"x10" +1"AL 12"x10" +1"AL 12"x10" +1"AL 12"x10" +1"AL 12"x10" +1"AL 12"x10" +1"AL 12"x10" +1"AL 12"x10" +1"AL 12"x10" +1"AL 12"x10" +1"AL 12 " x 1 2 " + 1 " A L 12 " x 1 2 " + 1 " A L 12 " x 1 2 " + 1 " A L 12 " x 1 2 " + 1 " A L 12 " x 1 2 " + 1 " A L 12 " x 1 2 " + 1 " A L 12 " x 1 2 " + 1 " A L 12 " x 1 2 " + 1 " A L 12 " x 1 2 " + 1 " A L 12 " x 1 2 " + 1 " A L 12 " x 1 2 " + 1 " A L 12 " x 1 2 " + 1 " A L 12 " x 1 2 " + 1 " A L 12 " x 1 2 " + 1 " A L 12 " x 1 2 " + 1 " A L 12 " x 1 2 " + 1 " A L 8888 8888 AH U AH U AH U AH U 10 0 10 0 10 0 10 0 AIR H A N D L I N G AIR H A N D L I N G AIR H A N D L I N G AIR H A N D L I N G UN I T UN I T UN I T UN I T 10"Ø 10"Ø 10"Ø 10"Ø 24 " x 2 4 " + 2 " A L 24 " x 2 4 " + 2 " A L 24 " x 2 4 " + 2 " A L 24 " x 2 4 " + 2 " A L AH U AH U AH U AH U 20 0 20 0 20 0 20 0 AIR H A N D L I N G AIR H A N D L I N G AIR H A N D L I N G AIR H A N D L I N G UN I T UN I T UN I T UN I T 20"x16" +1"AL R.A.20"x16" +1"AL R.A.20"x16" +1"AL R.A.20"x16" +1"AL R.A.24"x16" +1"AL R.A.24"x16" +1"AL R.A.24"x16" +1"AL R.A.24"x16" +1"AL R.A. RA F RA F RA F RA F 10 0 A 10 0 A 10 0 A 10 0 A RE L I E F A I R F A N RE L I E F A I R F A N RE L I E F A I R F A N RE L I E F A I R F A N 34 " x 2 4 " + 1 " A L 34 " x 2 4 " + 1 " A L 34 " x 2 4 " + 1 " A L 34 " x 2 4 " + 1 " A L RA F RA F RA F RA F 10 0 B 10 0 B 10 0 B 10 0 B RE L I E F A I R F A N RE L I E F A I R F A N RE L I E F A I R F A N RE L I E F A I R F A N LV T P LV T P LV T P LV T P LV T P LV T P LV T P LV T P 18 " Ø 18 " Ø 18 " Ø 18 " Ø 5555 20"x16" +1"AL 20"x16" +1"AL 20"x16" +1"AL 20"x16" +1"AL 30 " x 1 0 " + 2 " A L 30 " x 1 0 " + 2 " A L 30 " x 1 0 " + 2 " A L 30 " x 1 0 " + 2 " A L AF M AF M AF M AF M 10 0 10 0 10 0 10 0 AF M AF M AF M AF M 10 1 10 1 10 1 10 1 AF M AF M AF M AF M 10 2 10 2 10 2 10 2 24"x44" +1"AL 24"x44" +1"AL 24"x44" +1"AL 24"x44" +1"AL 36 " x 3 0 " + 1 " A L 36 " x 3 0 " + 1 " A L 36 " x 3 0 " + 1 " A L 36 " x 3 0 " + 1 " A L HHHH 10 0 10 0 10 0 10 0 HU M I D I F I E R HU M I D I F I E R HU M I D I F I E R HU M I D I F I E R 12121212 2222 MH 3 0 3 MH 3 0 3 MH 3 0 3 MH 3 0 3 2222 MH 3 0 1 MH 3 0 1 MH 3 0 1 MH 3 0 1 15151515 15151515 VF D VF D VF D VF D 9999 15151515171717171717171715151515 15151515 15151515 15151515 15151515 15151515 15151515 15151515 15151515 15151515 15151515 15151515 17171717 17171717 15151515 15151515 17171717 VF D VF D VF D VF D 5555 24242424 24242424 24242424 24242424 BO I L E R R O O M 20 6 AT C AT C AT C AT C MIXINGMIXINGMIXINGMIXING GGGG KKKK 8888 20 3 MEC H 20 3 ME C H S2 0 1 ST A I R 20 4 TE C H N O L O G Y 48"x36"F.O.48"x36"F.O.48"x36"F.O.48"x36"F.O. F. S . D . F. S . D . F. S . D . F. S . D . HHHH 7777 6666 ATCATCATCATC BO I L E R R O O M BO I L E R R O O M BO I L E R R O O M BO I L E R R O O M RE L I E F RE L I E F RE L I E F RE L I E F F.S . D . F.S . D . F.S . D . F.S . D . F. S . D . F.S . D . F. S . D . F.S . D . EX H A U S T D U C T U P EX H A U S T D U C T U P EX H A U S T D U C T U P EX H A U S T D U C T U P 12 " Ø 12 " Ø 12 " Ø 12 " Ø VA V R VA V R VA V R VA V R 14 0 B 14 0 B 14 0 B 14 0 B 16 " Ø 16 " Ø 16 " Ø 16 " Ø VA V R VA V R VA V R VA V R 15 0 B 15 0 B 15 0 B 15 0 B VA V R VA V R VA V R VA V R 15 3 15 3 15 3 15 3 14 " Ø 14 " Ø 14 " Ø 14 " Ø 8"Ø8"Ø8"Ø8"Ø VA V R VA V R VA V R VA V R 15 7 A 15 7 A 15 7 A 15 7 A 4444 20 " Ø 20 " Ø 20 " Ø 20 " Ø VA V R VA V R VA V R VA V R 15 4 15 4 15 4 15 4 16 " Ø 16 " Ø 16 " Ø 16 " Ø VA V R VA V R VA V R VA V R 15 9 15 9 15 9 15 9 34 " Ø 34 " Ø 34 " Ø 34 " Ø 18 " Ø 18 " Ø 18 " Ø 18 " Ø VA V R VA V R VA V R VA V R 17 0 A 17 0 A 17 0 A 17 0 A 14"Ø 14"Ø 14"Ø 14"Ø 8"Ø 8"Ø 8"Ø 8"Ø 12"Ø 12"Ø 12"Ø 12"Ø 10"x8" +1"AL 10"x8" +1"AL 10"x8" +1"AL 10"x8" +1"AL VA V R VA V R VA V R VA V R 17 0 B 17 0 B 17 0 B 17 0 B VA V R VA V R VA V R VA V R 17 3 17 3 17 3 17 3 VA V R VA V R VA V R VA V R 17 2 17 2 17 2 17 2 VA V R VA V R VA V R VA V R 17 9 17 9 17 9 17 9 VA V R VA V R VA V R VA V R 10 0 10 0 10 0 10 0 VA V R VA V R VA V R VA V R 10 1 10 1 10 1 10 1 VA V R VA V R VA V R VA V R 17 4 17 4 17 4 17 4 3333 VA V R VA V R VA V R VA V R 10 2 10 2 10 2 10 2 VA V R VA V R VA V R VA V R 17 1 17 1 17 1 17 1 14 " Ø 14 " Ø 14 " Ø 14 " Ø 12 " x 1 4 " + 1 " A L 12 " x 1 4 " + 1 " A L 12 " x 1 4 " + 1 " A L 12 " x 1 4 " + 1 " A L 1111 16 " x 1 6 " + 1 " A L 16 " x 1 6 " + 1 " A L 16 " x 1 6 " + 1 " A L 16 " x 1 6 " + 1 " A L 16"x12" +1"AL S.A.16"x12" +1"AL S.A.16"x12" +1"AL S.A.16"x12" +1"AL S.A. 8"Ø8"Ø8"Ø8"Ø 18 " x 1 2 " + 1 " A L 18 " x 1 2 " + 1 " A L 18 " x 1 2 " + 1 " A L 18 " x 1 2 " + 1 " A L 20 " x 1 4 " + 1 " A L 20 " x 1 4 " + 1 " A L 20 " x 1 4 " + 1 " A L 20 " x 1 4 " + 1 " A L VA V R VA V R VA V R VA V R 15 8 15 8 15 8 15 8 12 " x 1 0 " + 1 " A L 12 " x 1 0 " + 1 " A L 12 " x 1 0 " + 1 " A L 12 " x 1 0 " + 1 " A L VA V VA V VA V VA V 15 9 A 15 9 A 15 9 A 15 9 A 8"Ø 8"Ø8" Ø 8"Ø VA V R VA V R VA V R VA V R 18 0 18 0 18 0 18 0 8"Ø8"Ø8"Ø8"Ø 28 " Ø 28 " Ø 28 " Ø 28 " Ø 14 " Ø 14 " Ø 14 " Ø 14 " Ø 20"x14" +1"AL 20"x14" +1"AL 20"x14" +1"AL 20"x14" +1"AL 16"x10" +1"AL 16"x10" +1"AL 16"x10" +1"AL 16"x10" +1"AL 10"x10" +1"AL10"x10" +1"AL10"x10" +1"AL10"x10" +1"AL LVTPLVTPLVTPLVTP LVTPLVTPLVTPLVTP LVTPLVTPLVTPLVTP F. S . D . F. S . D . F. S . D . F. S . D . F. S . D . F. S . D . F. S . D . F. S . D . F. S . D . F.S . D . F. S . D . F.S . D . F. S . D . F. S . D . F. S . D . F. S . D . 11111111 11111111 11111111 VFVFVFVF 5555 DE F DE F DE F DE F 1111 DE F DE F DE F DE F 2222 24 " Ø 24 " Ø 24 " Ø 24 " Ø 18"x14" +1"AL18"x14" +1"AL18"x14" +1"AL18"x14" +1"ALF.S.D.F.S.D.F.S.D.F.S.D.F.S.D.F.S.D.F.S.D.F.S.D.F.S.D.F.S.D.F.S.D.F.S.D. 14 " Ø 14 " Ø 14 " Ø 14 " Ø 10 " Ø 10 " Ø 10 " Ø 10 " Ø 12 " Ø 12 " Ø 12 " Ø 12 " Ø 12 " Ø 12 " Ø 12 " Ø 12 " Ø 20"Ø 20"Ø 20"Ø 20"Ø 18 " x 6 " + 1 " A L 18 " x 6 " + 1 " A L 18 " x 6 " + 1 " A L 18 " x 6 " + 1 " A L 20"x12" +1"AL 20"x12" +1"AL 20"x12" +1"AL 20"x12" +1"AL 20"x12" +1"AL 20"x12" +1"AL 20"x12" +1"AL 20"x12" +1"AL 8"Ø 8"Ø 8"Ø8"Ø VA V R VA V R VA V R VA V R 15 7 B 15 7 B 15 7 B 15 7 B 16 " x 1 4 " + 1 " A L B E L O W 16 " x 1 4 " + 1 " A L B E L O W 16 " x 1 4 " + 1 " A L B E L O W 16 " x 1 4 " + 1 " A L B E L O W 14 " x 8 " + 1 " A L A B O V E 14 " x 8 " + 1 " A L A B O V E 14 " x 8 " + 1 " A L A B O V E 14 " x 8 " + 1 " A L A B O V E 14 " x 8 " + 1 " A L 14 " x 8 " + 1 " A L 14 " x 8 " + 1 " A L 14 " x 8 " + 1 " A L 10101010 10101010 10101010 5555 WHWHWHWH 1111 BBBB 1111 BBBB 2222 HW P HW P HW P HW P 1111 HW P HW P HW P HW P 2222 GM U GM U GM U GM U 1111 UHUHUHUH 1111 24"x44"24"x44"24"x44"24"x44" +1"AL +1"AL +1"AL +1"AL 24 " x 8 " + 1 " A L R . A . 24 " x 8 " + 1 " A L R . A . 24 " x 8 " + 1 " A L R . A . 24 " x 8 " + 1 " A L R . A . H.D . H. D . H.D . H. D . 24 " x 8 " + 1 " A L R . A . 24 " x 8 " + 1 " A L R . A . 24 " x 8 " + 1 " A L R . A . 24 " x 8 " + 1 " A L R . A . 6"Ø S . A . 6"Ø S . A . 6"Ø S . A . 6"Ø S . A . 6"Ø S . A . 6"Ø S . A . 6"Ø S . A . 6"Ø S . A . ETETETET 2222 VF D VF D VF D VF D 2222 VF D VF D VF D VF D 1111 14141414 13131313 1111 MH 3 0 1 MH 3 0 1 MH 3 0 1 MH 3 0 1 2222 MH 3 0 3 MH 3 0 3 MH 3 0 3 MH 3 0 3 4444 MH 3 0 1 MH 3 0 1 MH 3 0 1 MH 3 0 1 3333 MH 3 0 1 MH 3 0 1 MH 3 0 1 MH 3 0 1 10"x10" +1"AL S.A.10"x10" +1"AL S.A.10"x10" +1"AL S.A.10"x10" +1"AL S.A. 42"x16" +1"AL R.A.42"x16" +1"AL R.A.42"x16" +1"AL R.A.42"x16" +1"AL R.A.42"x16" +1"AL R.A.42"x16" +1"AL R.A.42"x16" +1"AL R.A.42"x16" +1"AL R.A. 2222 24 " x 2 4 " + 1 " A L 24 " x 2 4 " + 1 " A L 24 " x 2 4 " + 1 " A L 24 " x 2 4 " + 1 " A L 15151515 15151515 15151515 15151515 15151515 16161616 1515151515151515 17171717 15151515 171717171515151517171717 15151515 17171717 17171717 17171717 MDMDMDMD 3333 VF D VF D VF D VF D 6666 VF D VF D VF D VF D 10101010 EL E X T R I C A L EL E X T R I C A L EL E X T R I C A L EL E X T R I C A L MDMDMDMD 6666 23232323 22222222 21212121 20202020 20202020 21212121 17171717 15151515 15151515 VF D VF D VF D VF D 8888VF D VF D VF D VF D 7777 15151515 17171717 F. S . D . F.S . D . F. S . D . F.S . D . 42 " x 1 6 " + 1 " A L 42 " x 1 6 " + 1 " A L 42 " x 1 6 " + 1 " A L 42 " x 1 6 " + 1 " A L 28"x16" +1"AL R.A.28"x16" +1"AL R.A.28"x16" +1"AL R.A.28"x16" +1"AL R.A. 17171717 151515151515151515151515 H.D . H. D . H.D . H. D . 16 " x 1 0 " + 1 " A L B E L O W 16 " x 1 0 " + 1 " A L B E L O W 16 " x 1 0 " + 1 " A L B E L O W 16 " x 1 0 " + 1 " A L B E L O W 19191919 10 " Ø 10 " Ø 10 " Ø 10 " Ø VA V VA V VA V VA V 20 4 20 4 20 4 20 4 18181818 16 " x 1 0 " 16 " x 1 0 " 16 " x 1 0 " 16 " x 1 0 " +1 " A L +1 " A L +1 " A L +1 " A L 25252525 CD W C CD W C CD W C CD W C 1111 DE T DE T DE T DE T 1111 26262626 272727272727272726"x10" +1"AL26"x10" +1"AL26"x10" +1"AL26"x10" +1"AL 10 " x 1 0 " + 1 " A L 10 " x 1 0 " + 1 " A L 10 " x 1 0 " + 1 " A L 10 " x 1 0 " + 1 " A L 16"Ø 16"Ø 16"Ø 16"Ø 14 " Ø 14 " Ø 14 " Ø 14 " Ø 26 " x 1 0 " + 1 " A L 26 " x 1 0 " + 1 " A L 26 " x 1 0 " + 1 " A L 26 " x 1 0 " + 1 " A L 28282828 1111 SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, Utah 84010 Telephone (801) 322-0487 Telefax (801) 322-0490 www.heatheng.com 8/22/2012 4:42:48 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\jbeal\Documents\REVIT PROJECTS\v12\11071-Mech-CF_Indianapolis Temple-v12_jbeal.rvt FAN AND BOILER ROOM HVAC PLANS MH401Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012JTBChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : SC A L E : SC A L E : SC A L E : MH 4 0 1 MH 4 0 1 MH 4 0 1 MH 4 0 1 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " FA N R O O M M E C H A N I C A L H V A C P L A N 1111 SC A L E : SC A L E : SC A L E : SC A L E : MH 4 0 1 MH 4 0 1 MH 4 0 1 MH 4 0 1 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " BO I L E R R O O M M E C H A N I C A L H V A C P L A N 2222 0000 2- 1 / 2 2-1 / 2 2- 1 / 2 2-1 / 2 5555 5555 10101010 0000 2- 1 / 2 2-1 / 2 2- 1 / 2 2-1 / 2 5555 5555 10101010 DRAWING NOTES NOTE #DESCRIPTION 1111DROP 12"x8"+1"AL SUPPLY AIR DUCT WITHDROP 12"x8"+1"AL SUPPLY AIR DUCT WITHDROP 12"x8"+1"AL SUPPLY AIR DUCT WITHDROP 12"x8"+1"AL SUPPLY AIR DUCT WITH FIRE/SMOKE DAMPER AT FLOORFIRE/SMOKE DAMPER AT FLOORFIRE/SMOKE DAMPER AT FLOORFIRE/SMOKE DAMPER AT FLOOR PENETRATION. SEE DRAWING MH101 FORPENETRATION. SEE DRAWING MH101 FORPENETRATION. SEE DRAWING MH101 FORPENETRATION. SEE DRAWING MH101 FOR CONTINUATION.CONTINUATION.CONTINUATION.CONTINUATION.222212"Ø DRYER EXHAUST DUCT FROM BELOW,12"Ø DRYER EXHAUST DUCT FROM BELOW,12"Ø DRYER EXHAUST DUCT FROM BELOW,12"Ø DRYER EXHAUST DUCT FROM BELOW,RISE THRU ROOF. SEE DRAWINGS MH103RISE THRU ROOF. SEE DRAWINGS MH103RISE THRU ROOF. SEE DRAWINGS MH103RISE THRU ROOF. SEE DRAWINGS MH103 AND MH105 FOR CONTINUATION.AND MH105 FOR CONTINUATION.AND MH105 FOR CONTINUATION.AND MH105 FOR CONTINUATION.3333DROP 14"x10"+1"AL SUPPLY AIR DUCTDROP 14"x10"+1"AL SUPPLY AIR DUCTDROP 14"x10"+1"AL SUPPLY AIR DUCTDROP 14"x10"+1"AL SUPPLY AIR DUCT DOWN, SEE DRAWING MH102 FORDOWN, SEE DRAWING MH102 FORDOWN, SEE DRAWING MH102 FORDOWN, SEE DRAWING MH102 FOR CONTINUATION.CONTINUATION.CONTINUATION.CONTINUATION.4444DROP 6"x18"+1"AL SUPPLY AIR DUCT DOWN,DROP 6"x18"+1"AL SUPPLY AIR DUCT DOWN,DROP 6"x18"+1"AL SUPPLY AIR DUCT DOWN,DROP 6"x18"+1"AL SUPPLY AIR DUCT DOWN,SEE DRAWING MH102 FOR CONTINUATION.SEE DRAWING MH102 FOR CONTINUATION.SEE DRAWING MH102 FOR CONTINUATION.SEE DRAWING MH102 FOR CONTINUATION.5555DROP 12"x10"+1"AL SUPPLY AIR DUCTDROP 12"x10"+1"AL SUPPLY AIR DUCTDROP 12"x10"+1"AL SUPPLY AIR DUCTDROP 12"x10"+1"AL SUPPLY AIR DUCT DOWN, SEE DRAWING MH102 FORDOWN, SEE DRAWING MH102 FORDOWN, SEE DRAWING MH102 FORDOWN, SEE DRAWING MH102 FOR CONTINUATION.CONTINUATION.CONTINUATION.CONTINUATION.6666DROP 10"x10"+1"AL SUPPLY AIR DUCTDROP 10"x10"+1"AL SUPPLY AIR DUCTDROP 10"x10"+1"AL SUPPLY AIR DUCTDROP 10"x10"+1"AL SUPPLY AIR DUCT DOWN, SEE DRAWING MH102 FORDOWN, SEE DRAWING MH102 FORDOWN, SEE DRAWING MH102 FORDOWN, SEE DRAWING MH102 FOR CONTINUATION.CONTINUATION.CONTINUATION.CONTINUATION.7777DROP 16"x16"+1"AL SUPPLY AIR DUCTDROP 16"x16"+1"AL SUPPLY AIR DUCTDROP 16"x16"+1"AL SUPPLY AIR DUCTDROP 16"x16"+1"AL SUPPLY AIR DUCT DOWN, SEE DRAWING MH102 FORDOWN, SEE DRAWING MH102 FORDOWN, SEE DRAWING MH102 FORDOWN, SEE DRAWING MH102 FOR CONTINUATION.CONTINUATION.CONTINUATION.CONTINUATION.8888DROP 14"x14"+1"AL TRANSFER AIR DUCTDROP 14"x14"+1"AL TRANSFER AIR DUCTDROP 14"x14"+1"AL TRANSFER AIR DUCTDROP 14"x14"+1"AL TRANSFER AIR DUCT DOWN. SEE DRAWING MH103 FORDOWN. SEE DRAWING MH103 FORDOWN. SEE DRAWING MH103 FORDOWN. SEE DRAWING MH103 FOR CONTINUATION.CONTINUATION.CONTINUATION.CONTINUATION.999922"x22"+1"AL EXHAUST AIR DUCT FROM22"x22"+1"AL EXHAUST AIR DUCT FROM22"x22"+1"AL EXHAUST AIR DUCT FROM22"x22"+1"AL EXHAUST AIR DUCT FROM BELOW AND RISE TO ROOFTOP EXHAUSTBELOW AND RISE TO ROOFTOP EXHAUSTBELOW AND RISE TO ROOFTOP EXHAUSTBELOW AND RISE TO ROOFTOP EXHAUST FAN, REF-1. SEE DRAWING MH104 FORFAN, REF-1. SEE DRAWING MH104 FORFAN, REF-1. SEE DRAWING MH104 FORFAN, REF-1. SEE DRAWING MH104 FOR CONTINUATION.CONTINUATION.CONTINUATION.CONTINUATION.10101010DROP 8"Ø SUPPLY AIR DUCT. SEE DRAWINGDROP 8"Ø SUPPLY AIR DUCT. SEE DRAWINGDROP 8"Ø SUPPLY AIR DUCT. SEE DRAWINGDROP 8"Ø SUPPLY AIR DUCT. SEE DRAWING MH101 FOR CONTINUATION.MH101 FOR CONTINUATION.MH101 FOR CONTINUATION.MH101 FOR CONTINUATION.11111111DROP 8"x8"+1"AL SUPPLY AIR DUCT WITHDROP 8"x8"+1"AL SUPPLY AIR DUCT WITHDROP 8"x8"+1"AL SUPPLY AIR DUCT WITHDROP 8"x8"+1"AL SUPPLY AIR DUCT WITH FIRE/SMOKE DAMPER AT FLOORFIRE/SMOKE DAMPER AT FLOORFIRE/SMOKE DAMPER AT FLOORFIRE/SMOKE DAMPER AT FLOOR PENETRATION. SEE DRAWING MH102 FORPENETRATION. SEE DRAWING MH102 FORPENETRATION. SEE DRAWING MH102 FORPENETRATION. SEE DRAWING MH102 FOR CONTINUATION.CONTINUATION.CONTINUATION.CONTINUATION.12121212MOUNT HUMIDIFEIR ON UNISTRUT.MOUNT HUMIDIFEIR ON UNISTRUT.MOUNT HUMIDIFEIR ON UNISTRUT.MOUNT HUMIDIFEIR ON UNISTRUT.1313131324"x24"+1"AL EXHAUST DUCT FROM BELOW,24"x24"+1"AL EXHAUST DUCT FROM BELOW,24"x24"+1"AL EXHAUST DUCT FROM BELOW,24"x24"+1"AL EXHAUST DUCT FROM BELOW,SEE DRAWING MH103 FOR CONTINUATION.SEE DRAWING MH103 FOR CONTINUATION.SEE DRAWING MH103 FOR CONTINUATION.SEE DRAWING MH103 FOR CONTINUATION.14141414DROP 18"Ø SUPPLY AIR DUCT, SEE DRAWINGDROP 18"Ø SUPPLY AIR DUCT, SEE DRAWINGDROP 18"Ø SUPPLY AIR DUCT, SEE DRAWINGDROP 18"Ø SUPPLY AIR DUCT, SEE DRAWING MH102 FOR CONTINUATION.MH102 FOR CONTINUATION.MH102 FOR CONTINUATION.MH102 FOR CONTINUATION.15151515SEE DRAWING MH102 FOR CONTINUATIONSEE DRAWING MH102 FOR CONTINUATIONSEE DRAWING MH102 FOR CONTINUATIONSEE DRAWING MH102 FOR CONTINUATION 16161616DROP 8"Ø S.A. DUCT, SEE DRAWING MH102DROP 8"Ø S.A. DUCT, SEE DRAWING MH102DROP 8"Ø S.A. DUCT, SEE DRAWING MH102DROP 8"Ø S.A. DUCT, SEE DRAWING MH102 FOR CONTINUATION.FOR CONTINUATION.FOR CONTINUATION.FOR CONTINUATION.17171717SEE DRAWING MH103 FOR CONTINUATION.SEE DRAWING MH103 FOR CONTINUATION.SEE DRAWING MH103 FOR CONTINUATION.SEE DRAWING MH103 FOR CONTINUATION.18181818600 CFM, 16"x10" NK., SUPPLY AIR600 CFM, 16"x10" NK., SUPPLY AIR600 CFM, 16"x10" NK., SUPPLY AIR600 CFM, 16"x10" NK., SUPPLY AIR DIFFUSER.DIFFUSER.DIFFUSER.DIFFUSER.19191919600 CFM, 16"x10" NK., RETURN AIR GRILLE600 CFM, 16"x10" NK., RETURN AIR GRILLE600 CFM, 16"x10" NK., RETURN AIR GRILLE600 CFM, 16"x10" NK., RETURN AIR GRILLE LOW ON WALL.LOW ON WALL.LOW ON WALL.LOW ON WALL.202020206"Ø DOUBLE WALL FLUE PIPE.6"Ø DOUBLE WALL FLUE PIPE.6"Ø DOUBLE WALL FLUE PIPE.6"Ø DOUBLE WALL FLUE PIPE.212121218"Ø COMBUSTION AIR WRAPPED WITH 1-1/2"8"Ø COMBUSTION AIR WRAPPED WITH 1-1/2"8"Ø COMBUSTION AIR WRAPPED WITH 1-1/2"8"Ø COMBUSTION AIR WRAPPED WITH 1-1/2"FOIL BACKED DUCT WRAP INSULATION.FOIL BACKED DUCT WRAP INSULATION.FOIL BACKED DUCT WRAP INSULATION.FOIL BACKED DUCT WRAP INSULATION.222222226"Ø COMBUSTION AIR WRAPPED WITH 1-1/2"6"Ø COMBUSTION AIR WRAPPED WITH 1-1/2"6"Ø COMBUSTION AIR WRAPPED WITH 1-1/2"6"Ø COMBUSTION AIR WRAPPED WITH 1-1/2"FOIL BACKED DUCT WRAP INSULATION.FOIL BACKED DUCT WRAP INSULATION.FOIL BACKED DUCT WRAP INSULATION.FOIL BACKED DUCT WRAP INSULATION.232323234"Ø DOUBLE WALL FLUE PIPE.4"Ø DOUBLE WALL FLUE PIPE.4"Ø DOUBLE WALL FLUE PIPE.4"Ø DOUBLE WALL FLUE PIPE.24242424SEE DETAIL 10/MH502 FOR MOUNTINGSEE DETAIL 10/MH502 FOR MOUNTINGSEE DETAIL 10/MH502 FOR MOUNTINGSEE DETAIL 10/MH502 FOR MOUNTING SUPPORT.SUPPORT.SUPPORT.SUPPORT.25252525SEE DETAIL 9/MH502 FOR MOUNTINGSEE DETAIL 9/MH502 FOR MOUNTINGSEE DETAIL 9/MH502 FOR MOUNTINGSEE DETAIL 9/MH502 FOR MOUNTING SUPPORT.SUPPORT.SUPPORT.SUPPORT.2626262612" COMBUSTION AIR WRAPPED WITH 1-1/2"12" COMBUSTION AIR WRAPPED WITH 1-1/2"12" COMBUSTION AIR WRAPPED WITH 1-1/2"12" COMBUSTION AIR WRAPPED WITH 1-1/2"FOIL BACKED DUCT WRAP INSULATION.FOIL BACKED DUCT WRAP INSULATION.FOIL BACKED DUCT WRAP INSULATION.FOIL BACKED DUCT WRAP INSULATION.27272727DUCT TO BE ENCLOSED IN A 1 HOUR FIREDUCT TO BE ENCLOSED IN A 1 HOUR FIREDUCT TO BE ENCLOSED IN A 1 HOUR FIREDUCT TO BE ENCLOSED IN A 1 HOUR FIRE RATED HORIZONTAL CHASE AFTERRATED HORIZONTAL CHASE AFTERRATED HORIZONTAL CHASE AFTERRATED HORIZONTAL CHASE AFTER FIRE/SMOKE DAMPER, SEE ARCHITECTURAL.FIRE/SMOKE DAMPER, SEE ARCHITECTURAL.FIRE/SMOKE DAMPER, SEE ARCHITECTURAL.FIRE/SMOKE DAMPER, SEE ARCHITECTURAL.28282828THE 6"Ø SUPPLY AIR DUCTS RUN BELOW THETHE 6"Ø SUPPLY AIR DUCTS RUN BELOW THETHE 6"Ø SUPPLY AIR DUCTS RUN BELOW THETHE 6"Ø SUPPLY AIR DUCTS RUN BELOW THE 20"Ø SUPPLY AIR DUCTWORK AND20"Ø SUPPLY AIR DUCTWORK AND20"Ø SUPPLY AIR DUCTWORK AND20"Ø SUPPLY AIR DUCTWORK AND VAVR-154. REFERENCE SECTION 1/MH301.VAVR-154. REFERENCE SECTION 1/MH301.VAVR-154. REFERENCE SECTION 1/MH301.VAVR-154. REFERENCE SECTION 1/MH301.GENERAL NOTE ALL EXPOSED DUCTWORK TO BE PAINTLOC,ALL EXPOSED DUCTWORK TO BE PAINTLOC,ALL EXPOSED DUCTWORK TO BE PAINTLOC,ALL EXPOSED DUCTWORK TO BE PAINTLOC,PAINTED TO MATCH ARCHITECTURALPAINTED TO MATCH ARCHITECTURALPAINTED TO MATCH ARCHITECTURALPAINTED TO MATCH ARCHITECTURAL SPECIFICATIONS.SPECIFICATIONS.SPECIFICATIONS.SPECIFICATIONS.PROVIDE REMOTE DAMPER ADJUSTER FOR ALLPROVIDE REMOTE DAMPER ADJUSTER FOR ALLPROVIDE REMOTE DAMPER ADJUSTER FOR ALLPROVIDE REMOTE DAMPER ADJUSTER FOR ALL CONCEALED BALANCE DAMPERS. LOCATE THECONCEALED BALANCE DAMPERS. LOCATE THECONCEALED BALANCE DAMPERS. LOCATE THECONCEALED BALANCE DAMPERS. LOCATE THE DAMPER ADJUSTERS IN AN ACCESSIBLEDAMPER ADJUSTERS IN AN ACCESSIBLEDAMPER ADJUSTERS IN AN ACCESSIBLEDAMPER ADJUSTERS IN AN ACCESSIBLE LOCATION IN THE MECHANICAL ROOM. SEELOCATION IN THE MECHANICAL ROOM. SEELOCATION IN THE MECHANICAL ROOM. SEELOCATION IN THE MECHANICAL ROOM. SEE DETAIL 8/MH501.DETAIL 8/MH501.DETAIL 8/MH501.DETAIL 8/MH501.INSTALL DUCTWORK AND PIPING OVERINSTALL DUCTWORK AND PIPING OVERINSTALL DUCTWORK AND PIPING OVERINSTALL DUCTWORK AND PIPING OVER MECHANICAL PLATFORM AND CATWALKS ASMECHANICAL PLATFORM AND CATWALKS ASMECHANICAL PLATFORM AND CATWALKS ASMECHANICAL PLATFORM AND CATWALKS AS HIGH AS POSSIBLE. RUN IN STRUCTUREHIGH AS POSSIBLE. RUN IN STRUCTUREHIGH AS POSSIBLE. RUN IN STRUCTUREHIGH AS POSSIBLE. RUN IN STRUCTURE WHERE POSSIBLE TO MAINTAIN ACCESSIBILITYWHERE POSSIBLE TO MAINTAIN ACCESSIBILITYWHERE POSSIBLE TO MAINTAIN ACCESSIBILITYWHERE POSSIBLE TO MAINTAIN ACCESSIBILITY OF PLATFORM AND CATWALKS.OF PLATFORM AND CATWALKS.OF PLATFORM AND CATWALKS.OF PLATFORM AND CATWALKS.A.A.A.A.1August 27,2012Addendum #1B.B.B.B.C.C.C.C.1111 ONE SIDE SQ U A R E E L B O W NO T E S : RADIUS ELBOW BO T H S I D E S 45 DEG. ELBOW30 DEG. MAX.1/2 W IN S I D E S Q U A R E , O U T S I D E R A D I U S AL L D U C T S ( S U P P L Y , R E T U R N AN D E X H A U S T ) T O H A V E T U R N I N G EL B O W S N O T A L L O W E D . 2. VA N E S I N S Q U A R E E L B O W . 1. W15 DEG. MAX. TU R N I N G VA N E S SIN G L E BL A D E TURNING VANESSINGLEBLADE NO POP RIVETS ALLOWEDSMACNA HVAC DUCT CONSTRUCTIONHANGER SIZES FOR ROUND DUCT PER STANDARDS.SELF TAPPING CADIUM PLATED HEX HEAD SHEET METAL SCREWS. STRAPS TO BE ST R A P S HA N G E R TIGHT AGAINST DUCT.NO POP RIVETS ALLOWEDPER SMACNA HVAC DUCT CONSTRUCTIONHANGER SIZES FOR RECTANGULAR DUCT STANDARDS.TIGHT AGAINST DUCT.SHEET METAL SCREWS. STRAPS TO BESELF TAPPING CADIUM PLATED HEX HEAD 1 HA N G E R S T R A P S ENDS OF LINER SHALL BECOATED WITH ADHESIVE.METAL DUCTGALVANIZED SHEET ALL ENDS OF LINER TO BE BUTTED FIRMLY TOGETHER.12" C.C. MAX. SI Z E D P E R D R A W I N G FR O M E D G E O F L I N E R NO T M O R E T H A N 2 " (TYP.)2"DUCT LINER ADHESIVEADHERED TO DUCT W/100%DUCT LINER.LINER TO BETOP AND BOTTOM SECTION OF LINER SHALL OVERLAP THE SIDES AND TRANSFER AIR DUCTWORK, AND FORTYPICAL FOR SUPPLY, EXHAUST, RETURN,SUPPLY AIR DUCT CEILING ALL GRILLES AND DIFFUSERS.NOTE: NE C K S I Z E 1/2 D I F F U S E R FOR LOCATIONS, AND FOR SIZINGCEILING DIFFUSER, SEE PLANSSHEET METAL DUCT, SIZE AS AIR FLOWACOUSTICAL DUCT LININGINDICATED ON DRAWINGS ACOUSTICALLY LINE ALL DROPS TO DIFFUSERS OR GRILLES IF DROP IS OVER 12" LONG. UN L I N E D D U C T T O D I F F U S E R , S A M E AS D I F F U S E R N E C K S I Z E . AC O U S T I C A L L Y L I N E D D U C T D R O P S TO B E S A M E S I Z E A S D I F F U S E R N E C K SIZ E P L U S 2 " F O R A C O U S T A L L I N I N G . (I N S I D E C L E A R D I M E N S I O N T O B E SA M E A S D I F F U S E R N E C K S I Z E ) . TR A N S I T I O N F R O M A C O U S T I C A L L Y LIN E D D U C T T O D I F F U S E R NE C K . RO U N D D U C T , S E E P L A N S FO R S I Z I N G FA S T E N W I T H M A S T I C A N D B I N D I N G MA D E D U C T . M A X . L E N G T H 6 " HIG H P R E S S U R E R A T E D F A C T O R Y SE E P L A N S F O R S I Z I N G SU P P L Y D I F F U S E R CE I L I N G BIN D I N G S T R A P S ST R A P . S E E D E T A I L 1 1 / M H 5 0 1 RO U N D S H E E T M E T A L D U C T 6" M A X . L E N G T H FA C T O R Y M A D E D U C T 5/8 " S C R E W T I G H T E N I N G B I N D I N G ST R A P O R N Y L O N C I N C H E B A N D . 2" NO T E : FO R I N S U L A T E D D U C T , P R O V I D E O N E AD D I T I O N A L B A N D A R O U N D T H E IN S U L A T I O N . DU C T DA M P E R H D PL E N U M R A T E D C A B L E 9 V O L T D C OP E R A T E D M O T O R WIT H R J I I C O N N E C T O R S LE N G T H A S R E Q U I R E D MU L T I P O R T B O X J - B O X . LO C A T E I N A N A C C E S S I B L E LO C A T I O N I N T H E M E C H A N I C A L RO O M . L A B E L W I T H D A M P E R SE R V I C E / L O C A T I O N . G A N G MU L T I P L E B O X E S I N C O M M O N LO C A T I O N S . HA N D H E L D R E M O T E CO N T R O L D E V I C E RJ I I J A C K (T Y P I C A L ) LA B E L E A C H J A C K FO R D A M P E R S E R V E D BL A D E M U L T I P L E S (T A C K W E L D R O D BL A D E W I T H V - G R O O V E SE C U R E L Y T O B L A D E ) ST R A P , R I V E T T O B L A D E SH E E T M E T A L D U C T 22 G A . B L A D E 1 / 2 " SP R I N G L O A D E D E N D TO B L A D E ( B L A D E M U S T TA C K W E L D O R R I V E T AP P R O X . Ì " O N A L L S I D E S ) CL E A R L I N E R O R D U C T ST R A P 1 / 2 " R O D DU C T S E C T I O N LO C K I N G Q U A D R A N T UP T O 3 0 " - 3 B L A D E S UP T O 2 0 " - 2 B L A D E S DU C T D E P T H UP T O 1 2 " - 1 B L A D E BL A D E S E C T I O N (O N E P E R B L A D E ) LO C K I N G Q U A D R A N T 1/ 2 " R O D RE C T A N G U L A R D U C T SE E P L A N S F O R S I Z I N G 45 D E G . D U C T C O N N E C T I O N BR A N C H D U C T O R SE E P L A N S F O R S I Z I N G RU N O U T T O D I F F U S E R NO T E : M I N . A R E A O F A x B S H A L L EQ U A L C R O S S S E C T I O N A R E A O F AR E A O F A x C S H A L L B E E Q U A L RO U N D D U C T R U N O U T T O D I F F U S E R HA N D D A M P E R SE E P L A N S F O R S I Z I N G RE C T A N G U L A R D U C T A B C SE E P L A N S F O R S I Z I N G 45 BR A N C H D U C T . TO 1 . 5 x A R E A O F A x B . MA N U F A C T U R E R MA N U F A C T U R E R FIR E / S M O K E D A M P E R . L O C A T E IN W A L L A S R E Q U I R E D B Y MA N U F A C T U R E R . A L L A R O U N D 16 G A . M I N . O R A S R E Q U I R E D B Y SL E E V E G A U G E A S R E Q U I R E D B Y RE T U R N O R S U P P L Y SL I P C O N N E C T I O N ( T Y P . ) LE N G T H P R I O R T O O R D E R I N G VE R I F Y R E Q U I R E D S L E E V E DA M P E R A C T U A T O R L A R G E E N O U G H DA M P E R L I N K A G E A N D S M O K E 12 " x 1 2 " M I N I M U M TO S E R V I C E A N D R E S E T D A M P E R . RE T U R N O R S U P P L Y AIR D U C T . S E E P L A N S PR O V I D E A C C E S S D O O R T O F I R E FO R S I Z E S AIR D U C T DA M P E R A C T U A T O R MIN I M U M & M A X I M U M C L E A R A N C E AS R E Q U I R E D B Y M A N U F A C T U R E R FIR E W A L L DO O R S S H O W N I N T H E DR A W I N G S , T H E S H E E T SM O K E D A M P E R . ME T A L C O N T R A C T O R S H A L L AT E A C H F I R E A N D F I R E / IN S T A L L A N A C C E S S D O O R IN A D D I T I O N T O T H O S E DU C T - S E E P L A N S F O R S I Z E , LO C A T I O N A N D C O N T I N U A T I O N NU M B E R HIN G E S 16 X 1 6 24 X 2 4 12 X 1 2 6 X 6 MA X I M U M DIM E N S I O N GA U G E BA C K 24 26 2 2 3 2 22 26 HA N D L E S 22 11 NU M B E R OF O F 2626 2626 DO O R 22 222624 FR A M E BU T T H I N G E 1"x 1 " ( . 0 2 5 x . 0 2 5 ) SIZ E A N D L O C A T I O N AC C E S S D O O R . SE E P L A N S F O R SA S H L O C K GA S K E T DU C T E X T E R I O R . DE N S I T Y F I B E R G L A S S DU C T L I N E R 1 " ( . 0 2 5 ) T H I C K ON E A N D O N E H A L F P O U N D NO T E : FR O M M A N U F A C T . R E C O M M E N D . FR O M M A N U F A C T . R E C O M M E N D . SA M E A S M O T O R N A M E P L A T E IN D I C A T E - S T A T I C P R E S S U R E , F O O T O F HE A D E T C . A N D R P M I F A P P L I C A B L E LU B . F R E Q U E N C Y : MO T O R R P M / H P : AR E A S E R V E D : LU B R I C A N T : AT : RE F E R T O P L A N S RP M IN D I C A T E T O N S , G P M , C F M E T C . SI Z E : TY P E : IT E M N A M E / # : CA P A C I T Y : CO N T E N T S : FU N C T I O N : PO S I T I O N : TH E O W N E R TH E P L A N S D I R E C T E D B Y LE T T E R I N G BL A C K F A C E D P L A S T I C IN D I C A T E N O R M A L Y O P E N O R N O R M A L L Y IN D I C A T E S H U T - O F F , B A L A N C I N G , D R A I N E T C . IN D I C A T E C H I L L E D W A T E R , HO T W A T E R , G A S E T C . AN C H O R S E C U R E L Y TO E Q U I P M E N T . LA M I N A T E W I T H E N G R A V E D IN D I C A T E E X H A U S T F A N , PU M P , E T C . I N D I C A T E EQ U I P M E N T M A R K A S S H O W N 3/1 6 " M I N I M U M L E T T E R H E I G H T EQ U I P M E N T T A G . AT T A C H A R O U N D V A L V E H A N D L E W I T H C H A I N ST A N D A R D L E T T E R I N G IN D I C A T E G A T E , B A L L , C H E C K E T C . 0.0 5 1 " T H I C K B R A S S T A G W I T H VA L V E T A G CL O S E D O R A S M A R K E D . IN D I C A T E V A L V E S I Z E 3" MINIMUM 6" M I N I M U M 1-1/2" MIN. 3" LE T T E R H E I G H T 1/8 " M I N I M U M NO T E : NO T E : MA N U F A C T U R E R RE C O M M E N D E D B Y FL U E S U P P O R T A S AN D C O U N T E R F L A S H I N G RO O F I N S U L A T I O N GA L V A N I Z E D F L A S H I N G SE A L A N T (N O N - A C O U S T I C A L ) RO O F S T R U C T U R E SE E A R C H I T E C T U R A L . RO O F I N G S Y S T E M LA P S E A L A N T FL U E C A P FL U E TE R M I N A T I O N SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, Utah 84010 Telephone (801) 322-0487 Telefax (801) 322-0490 www.heatheng.com 9/24/2012 1:39:14 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\jbeal\Documents\REVIT PROJECTS\v12\11071-Mech-CF_Indianapolis Temple-v12_jbeal.rvt HVAC DETAILS MH501Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012JTBChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MH501MH501MH501MH501 RE C T A N G U L A R D U C T F I T T I N G S 1111 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MH501MH501MH501MH501 RO U N D D U C T H A N G E R D E T A I L 2222 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MH501MH501MH501MH501 DU C T S T R A P H A N G E R D E T A I L 3333 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MH501MH501MH501MH501 DU C T L I N E R D E T A I L 4444 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MH501MH501MH501MH501 CE I L I N G D I F F U S E R D E T A I L 5555 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MH 5 0 1 MH 5 0 1 MH 5 0 1 MH 5 0 1 DU C T C O N N E C T I O N T O D I F F U S E R D E T A I L 6666 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MH 5 0 1 MH 5 0 1 MH 5 0 1 MH 5 0 1 FA C T O R Y M A D E D U C T D E T A I L 7777 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MH 5 0 1 MH 5 0 1 MH 5 0 1 MH 5 0 1 RE M O T E D A M P E R A D J U S T A B L E D E T A I L - EL E C T R O N I C 8888 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MH 5 0 1 MH 5 0 1 MH 5 0 1 MH 5 0 1 BR A N C H D U C T A N D D A M P E R D E T A I L 9999 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MH 5 0 1 MH 5 0 1 MH 5 0 1 MH 5 0 1 DU C T C O N N E C T I O N D E T A I L 10101010 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MH 5 0 1 MH 5 0 1 MH 5 0 1 MH 5 0 1 FI R E / S M O K E D A M P E R D E T A I L 11111111 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MH 5 0 1 MH 5 0 1 MH 5 0 1 MH 5 0 1 LO W P R E S S U R E D U C T A C C E S S D O O R D E T A I L 12121212 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MH 5 0 1 MH 5 0 1 MH 5 0 1 MH 5 0 1 IN D E N T I F I C A T I O N T A G D E T A I L 13131313 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MH 5 0 1 MH 5 0 1 MH 5 0 1 MH 5 0 1 FL U E T H R O U G H R O O F D E T A I L 14141414 FO R U S E O N L Y I N L O C A T I O N S W H I C H A R E A C C E S S I B L E FO R U S E O N L Y I N L O C A T I O N S W H I C H A R E A C C E S S I B L E FO R U S E O N L Y I N L O C A T I O N S W H I C H A R E A C C E S S I B L E FO R U S E O N L Y I N L O C A T I O N S W H I C H A R E A C C E S S I B L E 3Sept. 24, 2012Addendum #6 3333 CONICAL 90 DEG. TEE 45 DEG. LATERAL TEE BRANCH TAKE-OFF RE D U C E R 1-1 / 4 FA B R I C A T E D E L B O W A 2 PIECE 3 PIECE 5 PIECED = DUCT SIZE TURNING VANES.EACH ADDITIONAL 18 DEG.ADD ONE PIECE FOR AND EXHAUST) TO HAVEALL DUCTS (SUPPLY, RETURNNOTE: D R LC R = 1.5D 72-90 DEG.36-71 DEG.0-35 DEG.DIMENSIONSLD2"OFFSET 3/4 A M A X . 2A 1-1/4 A D45 DEG. TU R N I N G VA N E S BL A D E SIN G L E MIT E R E D 9 0 D E G . E L B O W Y-BRANCH 90 DEG.D = DUCT SIZE L = D/2+1"DIMENSIONSD2"DUCT PER SMACNA HVAC DUCTHANGER SIZES FOR ROUND/OVAL CONSTRUCTION STANDARDS.ANGLEROUND/OVAL DUCT HA N G E R S T R A P S ANGLE OV E R A L L S I Z E A S R E Q U I R E D B Y EQ U I P M E N T . 1 2 " x 1 2 " M I N . US E S P E C I A L B A S E S W H E R E C A L L E D 2. FO R . PL A S T E R A F T E R ST R I P P I N G F O R M NO T E S : 1. CH A M F E R A R O U N D 40 0 0 P S I C O N C R E T E INTO FLOOR SLABDOWEL INTO FLOOR WITH 1/2" ALL-THREAD 12" O.C.ANCHOR BOLTS THRU PAD#3 RE-BAR 6" O.C.TIE TO REBARBOTH WAYS4" MIN. 1" A C O U S T I C A L L I N I N G SH E E T M E T A L B O X W I T H CE I L I N G PLANS FOR SIZINGSLOT DIFFUSER, SEEDUCT RUNOUT, SEE PLANSRECTANGULAR OR ROUND FOR SIZING45 DEG. SPIN-IN FITTING 9" M I N I M U M CO N T I N U A T I O N DU C T - S E E P L A N S F O R SIZ E , L O C A T I O N A N D RO O F S T R U C T U R E IN S U L A T I O N RID G E R O O F RO O F I N G S Y S T E M SE E A R C H I T E C T U R A L LO U V E R E D P E N T H O U S E GA L V A N I Z E D F L A S H I N G AN D C O U N T E R F L A S H I N G AS R E Q U I R E D T O S I Z E I N D I C A T E D TR A N S I T I O N F R O M D I S C H A R G E E N D SE E P L A N S F O R S I Z I N G BR A N C H D U C T T O D I F F U S E R S , ON P L A N S . VA V B O X , S E E P L A N S F O R SIZ I N G A N D L O C A T I O N . BE L L T Y P E F I T T I N G VA V B O X A S R E Q U I R E D TR A N S I T I O N T O I N L E T O F AL T E R N A T E T A K E - O F F T Y P E MA I N S U P P L Y D U C T ST R A I G H T D U C T W O R K , P R O V I D E M I N I M U M LE N G T H O F 1 8 " O R 1 . 5 T I M E S I N L E T DU C T D I A M E T E R , W H I C H E V E R I S G R E A T E R . OC C U P I E D S P A C E AS I N D I C A T E D O N D R A W I N G S . RO U N D O R O V A L ) L I N E D O R U N L I N E D SH E E T M E T A L D U C T ( R E C T A N G U L A R , DU C T W O R K A B O V E OC C U P I E D S P A C E CE I L I N G CO N N E C T T O FL O O R P E N E T R A T I O N SIM I L A R . NO T E : ME C H A N I C A L R O O M O R ME C H A N I C A L A C C E S S S P A C E CA U L K A N D S E A L BA C K E R R O D CA U L K A N D S E A L 3/4 l b . I N S U L A T I O N AU T O M A T I C C O N T R O L D A M P E R DU C T W O R K . S E E P L A N S FO R S I Z E S SE C U R E C U R B T O R O O F ST R U C T U R E BY F A N M A N U F A C T U R E R PR E - F A B R I C A T E D C U R B 8" M I N AR C H I T E C T U R A L AR C H I T E C T U R A L SU P P O R T C U R B , S E E RO O F S T R U C T U R E , S E E AR C H I T E C T U R A L RO O F I N G , S E E A R C H . RO O F I N S U L A T I O N , S E E RIG I D I N S U L A T I O N CO M P L E T E W I T H EX H A U S T F A N H O U S I N G DIS C O N N E C T S W I T C H DM CO N T I N U O U S S E A L A N T RO P E B E T W E E N E X H A U S T FA N A N D C U R B CO N C R E T E C E I L I N G SP R I N G I S O L A T O R ( T Y P I C A L O F 4 ) . 5/8 " D I A . R O D ( T Y P I C A L O F 4 ) . BO L T T O F A N U N I T WIT H D O U B L E N U T A N D WA S H E R . ( T Y P . O F 4 ) . SE I S M I C A L L Y B R A C E TH E F A N U N I T . DR Y E R V E N T E X H A U S T F A N U N I T . UN I T M O U N T I N G C H A N N E L . UN I S T R U T P 1 0 0 0 C H A N N E L A N C H O R E D TO C O N C R E T E W I T H 1 / 2 " E X P A N S I O N B O L T S AN D A N C H O R S A T 1 2 " O . C . , L E N G T H T O SP A N W I D T H O F F A N U N I T P L U S 6 " O N EA C H E N D . ( T Y P I C A L O F 2 ) . CO N C R E T E C E I L I N G SP R I N G I S O L A T O R ( T Y P I C A L O F 4 ) . 5/8 " D I A . R O D ( T Y P I C A L O F 4 ) . BO L T T O F A N U N I T WIT H D O U B L E N U T A N D WA S H E R . ( T Y P . O F 4 ) . SE I S M I C A L L Y B R A C E TH E F A N U N I T . VE N T I L A T I O N F A N U N I T . UN I T M O U N T I N G C H A N N E L . UN I S T R U T P 1 0 0 0 C H A N N E L A N C H O R E D TO C O N C R E T E W I T H 1 / 2 " E X P A N S I O N B O L T S AN D A N C H O R S A T 1 2 " O . C . , L E N G T H T O SP A N W I D T H O F F A N U N I T P L U S 6 " O N EA C H E N D . ( T Y P I C A L O F 2 ) . SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, Utah 84010 Telephone (801) 322-0487 Telefax (801) 322-0490 www.heatheng.com 8/6/2012 12:35:00 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\jbeal\Documents\REVIT PROJECTS\v12\11071-Mech-CF_Indianapolis Temple-v12_jbeal.rvt HVAC DETAILS MH502Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012JTBChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MH502MH502MH502MH502 ME D I U M V E L O C I T Y D U C T F I T T I N G S 1111 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MH502MH502MH502MH502 OV A L D U C T H A N G E R D E T A I L 2222 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MH502MH502MH502MH502 CO N C R E T E B A S E / H O U S E K E E P I N G P A D D E T A I L 3333 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MH502MH502MH502MH502 SL O T D I F F U S E R D E T A I L 4444 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MH 5 0 2 MH 5 0 2 MH 5 0 2 MH 5 0 2 LO U V E R E D P E N T H O U S E D E T A I L 5555 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MH 5 0 2 MH 5 0 2 MH 5 0 2 MH 5 0 2 VA V B O X D E T A I L 6666 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MH 5 0 2 MH 5 0 2 MH 5 0 2 MH 5 0 2 WA L L P E N E T R A T I O N F O R S O U N D C O N T R O L DE T A I L 7777 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MH 5 0 2 MH 5 0 2 MH 5 0 2 MH 5 0 2 EX H A U S T F A N A N D C U R B D E T A I L 8888 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MH 5 0 2 MH 5 0 2 MH 5 0 2 MH 5 0 2 DR Y E R V E N T E X H A U S T F A N M O U N T I N G SU P P O R T D E T A I L 9999 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MH 5 0 2 MH 5 0 2 MH 5 0 2 MH 5 0 2 VE N T I L A T I O N F A N M O U N T I N G S U P P O R T D E T A I L 10101010 WA L L M O D U L E T H E R M O S T A T T Y P E S VA V B O X N U M B E R S P A C E S E R V E D W A L L M O D U L E T Y P E R E M A R K S VA V R - B 0 2 S T O R A G E A D J U S T A B L E - VA V R - B 0 3 S E C U R I T Y A D J U S T A B L E - VA V R - B 0 4 E L E C T R I C A L A D J U S T A B L E - VA V R - B 0 6 A & B 0 6 B M E C H A N I C A L A D J U S T A B L E - VA V R - B 0 7 W O R K S H O P A D J U S T A B L E - VA V R - B 0 8 S T O R A G E A D J U S T A B L E - VA V R - 1 0 0 F O Y E R N O N - A D J U S T A B L E - VA V R - 1 0 1 E N T R Y N O N - A D J U S T A B L E - VA V R - 1 0 2 W A I T I N G N O N - A D J U S T A B L E - VA V R - 1 0 6 W O R K R O O M A D J U S T A B L E - VA V R - 1 1 0 P R E S I D E N T A D J U S T A B L E - VA V R - 1 1 2 C O U N S E L O R A D J U S T A B L E - VA V R - 1 1 5 B R I D E / M A T R O N A D J U S T A B L E - VA V R - 1 1 9 B R E A K R O O M A D J U S T A B L E - VA V R - 1 2 3 W O M E N S D R E S S I N G N O N - A D J U S T A B L E - VA V R - 1 2 7 W O M E N S I N S T R U C T I O N N O N - A D J U S T A B L E - VA V R - 1 3 7 M E N S I N S T R U C T I O N N O N - A D J U S T A B L E - VA V R - 1 3 8 M E N S D R E S S I N G N O N - A D J U S T A B L E - VA V R - 1 4 0 A M A I N H A L L N O N - A D J U S T A B L E - VA V R - 1 4 0 B M A I N H A L L N O N - A D J U S T A B L E - VA V - 1 4 1 A A U D I O V I S U A L N O N - A D J U S T A B L E - VA V R - 1 4 2 H A L L N O N - A D J U S T A B L E - VA V R - 1 4 4 W O R K E R S S T U D Y A D J U S T A B L E - VA V R - 1 4 6 Y O U T H A D J U S T A B L E - VA V R - 1 4 8 I N S T R U C T I O N 2 N O N - A D J U S T A B L E - VA V R - 1 4 9 I N S T R U C T I O N 1 N O N - A D J U S T A B L E - VA V R - 1 5 0 A & 1 5 0 B C E L E S T I A L R O O M N O N - A D J U S T A B L E - VA V R - 1 5 3 P A S S T H R O U G H N O N - A D J U S T A B L E - VA V R - 1 5 4 I N S T R U C T I O N B N O N - A D J U S T A B L E - VA V R - 1 5 7 A & 1 5 7 B C H A P E L N O N - A D J U S T A B L E - VA V R - 1 5 8 H A L L N O N - A D J U S T A B L E - VA V R - 1 5 9 I N S T R U C T I O N A N O N - A D J U S T A B L E - VA V R - 1 5 9 A H A L L N O N - 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A D J U S T A B L E - GGGG KKKK LLLL L.9L.9L.9L.9 MMMM NNNNHHHH 7777 6666 4. 9 4. 9 4. 9 4. 9 5555 FOUNTAIN EQUIPMENT FOUNTAIN EQUIPMENT FOUNTAIN EQUIPMENT FOUNTAIN EQUIPMENT LO W E R F O N T B0 5 B0 6 ME C H S0 0 1 STA I R B0 2 STO R A G E B0 4 EL E C B0 3 SE C U R I T Y VA V R VA V R VA V R VA V R B0 4 B0 4 B0 4 B0 4 VA V R VA V R VA V R VA V R B0 6 B B0 6 B B0 6 B B0 6 B VA V R VA V R VA V R VA V R B0 6 A B0 6 A B0 6 A B0 6 A VA V R VA V R VA V R VA V R B0 2 B0 2 B0 2 B0 2 VA V R VA V R VA V R VA V R B0 3 B0 3 B0 3 B0 3 VA V R VA V R VA V R VA V R B0 8 B0 8 B0 8 B0 8 VA V R VA V R VA V R VA V R B0 7 B0 7 B0 7 B0 7 B0 8 ST O R A G E B0 7 WO R K S H O P S S S S S S CR P CR P CR P CR P 1111 ES B ES B ES B ES B 1111 CR U CR U CR U CR U 1111 SS C T SS C T SS C T SS C T 1111 BD S BD S BD S BD S 1111 ETETETET 3333 ETETETET 1111 GM U GM U GM U GM U 1111 CH W P CH W P CH W P CH W P 1111 CH W P CH W P CH W P CH W P 2222 WSWSWSWS 1111FFFFFFFF1111 SM P SM P SM P SM P 2222SM P SM P SM P SM P 1111 GM U GM U GM U GM U 2222 FC P FC P FC P FC P 1111 VA C VA C VA C VA C 1111 ACACACAC 1111 HXHXHXHX 2222 ATCATCATCATC ATCATCATCATC EL E C EL E C EL E C EL E C E L E C EL E C EL E C EL E C E L E C EL E C EL E C EL E C VF D VF D VF D VF D 4444VF D VF D VF D VF D 3333 LI G H T I N G T O B U I L D I N G LIG H T I N G T O B U I L D I N G LI G H T I N G T O B U I L D I N G LIG H T I N G T O B U I L D I N G CO N T R O L S I N T E R F A C E P A N E L CO N T R O L S I N T E R F A C E P A N E L CO N T R O L S I N T E R F A C E P A N E L CO N T R O L S I N T E R F A C E P A N E L LO C A T E D I N E L E C T R O N I C LO C A T E D I N E L E C T R O N I C LO C A T E D I N E L E C T R O N I C LO C A T E D I N E L E C T R O N I C RO O M . RO O M . RO O M . RO O M . SPSPSPSP 2222 SPSPSPSP 1111 s s 1111 1111 2222 3333 GGGG KKKK 8888 HHHH 7777 6666 5555 BO I L E R R O O M 20 6 AT C AT C AT C AT C MIXINGMIXINGMIXINGMIXING 20 3 MEC H 20 3 MEC H S201STAIR 204TECHNOLOGY ATCATCATCATC VA V R VA V R VA V R VA V R 14 0 B 14 0 B 14 0 B 14 0 B VA V R VA V R VA V R VA V R 15 0 B 15 0 B 15 0 B 15 0 B VA V R VA V R VA V R VA V R 15 3 15 3 15 3 15 3 VA V R VA V R VA V R VA V R 15 7 A 15 7 A 15 7 A 15 7 A VA V R VA V R VA V R VA V R 15 4 15 4 15 4 15 4 VA V R VA V R VA V R VA V R 15 9 15 9 15 9 15 9 VA V R VA V R VA V R VA V R 17 0 A 17 0 A 17 0 A 17 0 A VA V R VA V R VA V R VA V R 17 0 B 17 0 B 17 0 B 17 0 B VA V R VA V R VA V R VA V R 17 3 17 3 17 3 17 3 VA V R VA V R VA V R VA V R 17 2 17 2 17 2 17 2 VAVRVAVRVAVRVAVR 179179179179VAVRVAVRVAVRVAVR100100100100VAVRVAVRVAVRVAVR101101101101VAVRVAVRVAVRVAVR174174174174VAVRVAVRVAVRVAVR102102102102 VA V R VA V R VA V R VA V R 17 1 17 1 17 1 17 1 VA V R VA V R VA V R VA V R 15 8 15 8 15 8 15 8 VA V VA V VA V VA V 15 9 A 15 9 A 15 9 A 15 9 A VAVRVAVRVAVRVAVR 180180180180 LVTPLVTPLVTPLVTP LVTPLVTPLVTPLVTP LVTPLVTPLVTPLVTP VFVFVFVF 5555 DEFDEFDEFDEF 1111 DEFDEFDEFDEF 2222 VA V R VA V R VA V R VA V R 15 7 B 15 7 B 15 7 B 15 7 B WHWHWHWH 1111 BBBB 1111 BBBB 2222 HW P HW P HW P HW P 1111 HW P HW P HW P HW P 2222 GM U GM U GM U GM U 1111 UHUHUHUH 1111 ETETETET 2222 VF D VF D VF D VF D 2222 VF D VF D VF D VF D 1111 T VF D VF D VF D VF D 6666 VF D VF D VF D VF D 10101010 EL E X T R I C A L EL E X T R I C A L EL E X T R I C A L EL E X T R I C A L MDMDMDMD 6666 VF D VF D VF D VF D 8888VF D VF D VF D VF D 7777 VAVVAVVAVVAV 204204204204 CD W C CD W C CD W C CD W C 1111 DE T DE T DE T DE T 1111 S SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, Utah 84010 Telephone (801) 322-0487 Telefax (801) 322-0490 www.heatheng.com 8/6/2012 12:35:08 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\jbeal\Documents\REVIT PROJECTS\v12\11071-Mech-CF_Indianapolis Temple-v12_jbeal.rvt BSMNT & BOILER ROOM MECH CONTROL PLAN MI100Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012JTBChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : SC A L E : SC A L E : SC A L E : MI1 0 0 MI1 0 0 MI1 0 0 MI1 0 0 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " BA S E M E N T M E C H A N I C A L C O N T R O L P L A N 1111 0000 5555 10101010 10101010 20202020 DRAWING NOTES NOTE #DESCRIPTION 1111BOILER EMERGENCY SHUT-OFF SWITCH.BOILER EMERGENCY SHUT-OFF SWITCH.BOILER EMERGENCY SHUT-OFF SWITCH.BOILER EMERGENCY SHUT-OFF SWITCH.2222BUILDING AUTOMATION SYSTEM HEAD ENDBUILDING AUTOMATION SYSTEM HEAD ENDBUILDING AUTOMATION SYSTEM HEAD ENDBUILDING AUTOMATION SYSTEM HEAD END COMPUTER IN ENGINEER'S OFFICE.COMPUTER IN ENGINEER'S OFFICE.COMPUTER IN ENGINEER'S OFFICE.COMPUTER IN ENGINEER'S OFFICE.COORDINATE WITH FURNITURE LAYOUT ANDCOORDINATE WITH FURNITURE LAYOUT ANDCOORDINATE WITH FURNITURE LAYOUT ANDCOORDINATE WITH FURNITURE LAYOUT AND EQUIPMENT.EQUIPMENT.EQUIPMENT.EQUIPMENT.3333BUILDING INTRANET CONNECTED TO HEADBUILDING INTRANET CONNECTED TO HEADBUILDING INTRANET CONNECTED TO HEADBUILDING INTRANET CONNECTED TO HEAD END COMPUTER. FILED COORDINATEEND COMPUTER. FILED COORDINATEEND COMPUTER. FILED COORDINATEEND COMPUTER. FILED COORDINATE LOCATION WITH ELECTRICAL.LOCATION WITH ELECTRICAL.LOCATION WITH ELECTRICAL.LOCATION WITH ELECTRICAL. SC A L E : SC A L E : SC A L E : SC A L E : MI1 0 0 MI1 0 0 MI1 0 0 MI1 0 0 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " BO I L E R R O O M M E C H A N I C A L C O N T R O L P L A N 2222 0000 2- 1 / 2 2- 1 / 2 2- 1 / 2 2- 1 / 2 5555 5555 10101010 AAAA BBBB B.4B.4B.4B.4 CCCC DDDD EEEE FFFF GGGG KKKK LLLL L.9L.9L.9L.9 MMMM NNNN 13131313 12121212 11111111 10101010 9999 8888 4. 8 4. 8 4. 8 4. 8 4444333322221111 HHHH 7777 6666 4. 9 4. 9 4. 9 4. 9 18 0 VE S T I B U L E 181STORAGE 17 9 EN T R Y ?? 18 2 CO R R I D O R 17 8 RE C E P T I O N 17 2 BA P T I S T R Y C H A P E L 17 0 BA P T I S T R Y 10 2 WA I T I N G 10 2 A RE S T R O O M - W O M E N 10 2 C WA I T I N G 10 2 B RE S T R O O M - M E N 17 7 CO R R I D O R 17 7 A HA L L 17 6 CO R R I D O R S1 0 1 ST A I R 17 5 CLO T H I N G 17 3 CO N F I R M A T I O N 16 9 VE S T 17 0 A VE S T I B U L E ?? ?? 16 2 VE S T 15 8 HA L L 15 7 CH A P E L 16 1 GIR L S D R E S S I N G 16 1 A RE S T R O O M 17 4 A HA L L 17 1 A RE S T R O O M 17 1 BO Y S D R E S S I N G 17 4 LA U N D R Y 15 9 IN S T R U C T I O N A 15 5 VE S T I B U L E 15 2 B HA L L 15 2 A HA L L 15 4 IN S T R U C T I O N B 15 4 A VE S T I B U L E 15 3 PA S S T H R U 15 0 B HA L L 15 0 LO B B Y 15 1 HA L L 14 0 HA L L 10 1 D PO R T A L 10 1 EN T R Y 10 1 B CO A T S 10 3 HA L L 15 0 A HA L L 14 1 A AU D I O V I S U A L 13 0 VE S T I B U L E 13 1 C VE S T 13 1 A VE S T 12 1 A VE S T 12 1 C VE S T 12 1 B BO O T H - W O M E N 13 1 B BO O T H - M E N 13 5 HA L L 13 2 RE S T R O O M - M E N 12 2 RE S T R O O M - W O M E N 12 5 HA L L 12 4 WO R K E R D R E S S I N G - W O M E N 13 4 WO R K E R D R E S S I N G - M E N 14 4 WO R K E R S T U D Y 14 2 A HA L L 14 5 RE S T R O O M 14 9 IN S T R U C T I O N 1 14 8 IN S T R U C T I O N 2 14 2 C HA L L 14 6 B IN F A N T W A I T I N G 14 6 D CO R R I D O R 14 6 A RE S T R O O M 13 6 IN S T R U C T I O N - M E N 14 7 VE S T I B U L E 14 6 YO U T H 13 7 A IN S T R U C T I O N D 13 7 C HA L L 13 7 B IN S T R U C T I O N D 12 7 B IN S T R U C T I O N D 12 7 C HA L L 12 7 IN S T R U C T I O N - W O M E N 13 7 IN S T R U C T I O N - M E N 12 7 A IN S T R U C T I O N D 12 6 IN S T R U C T I O N - W O M E N 11 5 BR I D E / M A T R O N 11 4 WA R D R O B E 11 6 FO Y E R 11 7 WA R D R O B E 12 3 DR E S S I N G - W O M E N 13 3 DR E S S I N G - M E N 10 5 CU S T O D I A L 10 4 HA L L 10 6 WO R K R O O M 10 7 WA I T I N G 11 1 CO U N S E L O R O F F I C E 11 0 A WA R D R O B E 11 0 B RE S T R O O M 10 8 HA L L 10 9 HA L L 11 0 PR E S I D E N T O F F I C E 11 2 CO U N S E L O R O F F I C E S TO V A V R - 1 8 0 TO V A V R - 1 8 0 TO V A V R - 1 8 0 TO V A V R - 1 8 0 S TO V A V R - 1 7 9 TO V A V R - 1 7 9 TO V A V R - 1 7 9 TO V A V R - 1 7 9 S TO V A V R - 1 7 2 TO V A V R - 1 7 2 TO V A V R - 1 7 2 TO V A V R - 1 7 2 S TO V A V R - 1 7 3 TO V A V R - 1 7 3 TO V A V R - 1 7 3 TO V A V R - 1 7 3 S TO V A V R - 1 7 0 B TO V A V R - 1 7 0 B TO V A V R - 1 7 0 B TO V A V R - 1 7 0 B TO V A V R - 1 7 0 A TO V A V R - 1 7 0 A TO V A V R - 1 7 0 A TO V A V R - 1 7 0 A S TO V A V R - 1 7 1 TO V A V R - 1 7 1 TO V A V R - 1 7 1 TO V A V R - 1 7 1 S SS S S S S S S S S S S S S S S S S S S S S S S S S TO V A V R - 1 0 2 TO V A V R - 1 0 2 TO V A V R - 1 0 2 TO V A V R - 1 0 2 TO V A V R - 1 0 0 TO V A V R - 1 0 0 TO V A V R - 1 0 0 TO V A V R - 1 0 0 TO V A V R - 1 0 1 TO V A V R - 1 0 1 TO V A V R - 1 0 1 TO V A V R - 1 0 1 TO V A V R - TO V A V R - TO V A V R - TO V A V R - 10 6 10 6 10 6 10 6 TO V A V R - 1 1 9 TO V A V R - 1 1 9 TO V A V R - 1 1 9 TO V A V R - 1 1 9 TO V A V R - 1 1 0 TO V A V R - 1 1 0 TO V A V R - 1 1 0 TO V A V R - 1 1 0 TO V A V R - 1 1 2 TO V A V R - 1 1 2 TO V A V R - 1 1 2 TO V A V R - 1 1 2 TO V A V R - 1 1 5 TO V A V R - 1 1 5 TO V A V R - 1 1 5 TO V A V R - 1 1 5 TO V A V R - 1 2 7 TO V A V R - 1 2 7 TO V A V R - 1 2 7 TO V A V R - 1 2 7 TO V A V R - 1 3 7 TO V A V R - 1 3 7 TO V A V R - 1 3 7 TO V A V R - 1 3 7 TO V A V R - 1 4 6 TO V A V R - 1 4 6 TO V A V R - 1 4 6 TO V A V R - 1 4 6 TO V A V R - 1 4 8 TO V A V R - 1 4 8 TO V A V R - 1 4 8 TO V A V R - 1 4 8 TO V A V R - 1 4 2 TO V A V R - 1 4 2 TO V A V R - 1 4 2 TO V A V R - 1 4 2 TO V A V R - 1 4 9 TO V A V R - 1 4 9 TO V A V R - 1 4 9 TO V A V R - 1 4 9 TO V A V R - 1 4 4 TO V A V R - 1 4 4 TO V A V R - 1 4 4 TO V A V R - 1 4 4 TO V A V R - 1 3 8 TO V A V R - 1 3 8 TO V A V R - 1 3 8 TO V A V R - 1 3 8 TO V A V R - 1 4 1 A TO V A V R - 1 4 1 A TO V A V R - 1 4 1 A TO V A V R - 1 4 1 A TO V A V R - 1 4 0 B TO V A V R - 1 4 0 B TO V A V R - 1 4 0 B TO V A V R - 1 4 0 B TO V A V R - 1 4 0 A TO V A V R - 1 4 0 A TO V A V R - 1 4 0 A TO V A V R - 1 4 0 A TO V A V R - 1 2 3 TO V A V R - 1 2 3 TO V A V R - 1 2 3 TO V A V R - 1 2 3 TO V A V R - 1 7 4 TO V A V R - 1 7 4 TO V A V R - 1 7 4 TO V A V R - 1 7 4 TO V A V R - 1 5 9 TO V A V R - 1 5 9 TO V A V R - 1 5 9 TO V A V R - 1 5 9 TO V A V R - 1 5 8 TO V A V R - 1 5 8 TO V A V R - 1 5 8 TO V A V R - 1 5 8 TO V A V R - 1 5 4 TO V A V R - 1 5 4 TO V A V R - 1 5 4 TO V A V R - 1 5 4 TO V A V R - 1 5 3 TO V A V R - 1 5 3 TO V A V R - 1 5 3 TO V A V R - 1 5 3 TO V A V R - 1 5 7 B TO V A V R - 1 5 7 B TO V A V R - 1 5 7 B TO V A V R - 1 5 7 B TO V A V R - 1 5 7 A TO V A V R - 1 5 7 A TO V A V R - 1 5 7 A TO V A V R - 1 5 7 A TO V A V R - 1 5 0 A TO V A V R - 1 5 0 A TO V A V R - 1 5 0 A TO V A V R - 1 5 0 A TO V A V R - 1 5 0 B TO V A V R - 1 5 0 B TO V A V R - 1 5 0 B TO V A V R - 1 5 0 B 14 2 B HA L L S TO V A V R - 1 5 9 A TO V A V R - 1 5 9 A TO V A V R - 1 5 9 A TO V A V R - 1 5 9 A 1111 SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, Utah 84010 Telephone (801) 322-0487 Telefax (801) 322-0490 www.heatheng.com 8/6/2012 12:35:22 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\jbeal\Documents\REVIT PROJECTS\v12\11071-Mech-CF_Indianapolis Temple-v12_jbeal.rvt LEVEL 1 MECHANICAL CONTROL PLAN MI101Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012JTBChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : SC A L E : SC A L E : SC A L E : 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " LE V E L 1 M E C H A N I C A L C O N T R O L P L A N 0000 5555 10101010 10101010 20202020 DRAWING NOTES NOTE #DESCRIPTION 1111TEMPERATURE SENSOR LOCATED IN RETURNTEMPERATURE SENSOR LOCATED IN RETURNTEMPERATURE SENSOR LOCATED IN RETURNTEMPERATURE SENSOR LOCATED IN RETURN AIR DUCT.AIR DUCT.AIR DUCT.AIR DUCT. 5555 4444 3. 8 3. 8 3. 8 3. 8 3333 2222 1111 AAAA BBBB CCCC DDDD EEEE FFFF GGGG CCCC 2222 CH I L L E R CH I L L E R CH I L L E R CH I L L E R CCCC 1111 CH I L L E R CH I L L E R CH I L L E R CH I L L E R XF M R XF M R XF M R XF M R X F M R XF M R XF M R XF M R GENERATORGENERATORGENERATORGENERATOR T T EU H EU H EU H EU H 1111 ELECTRIC UNITELECTRIC UNITELECTRIC UNITELECTRIC UNIT HEATERHEATERHEATERHEATER EU H EU H EU H EU H 2222 EL E C T R I C U N I T EL E C T R I C U N I T EL E C T R I C U N I T EL E C T R I C U N I T HE A T E R HE A T E R HE A T E R HE A T E R CE F CE F CE F CE F 1111 CE I L I N G E X H A U S T CE I L I N G E X H A U S T CE I L I N G E X H A U S T CE I L I N G E X H A U S T FA N FA N FA N FA N EW H EW H EW H EW H 1111 EL E C T R I C W A L L EL E C T R I C W A L L EL E C T R I C W A L L EL E C T R I C W A L L HE A T E R HE A T E R HE A T E R HE A T E R T SA C SA C SA C SA C 1111 SP L I T A I R SP L I T A I R SP L I T A I R SP L I T A I R CO N D I T I O N I N G CO N D I T I O N I N G CO N D I T I O N I N G CO N D I T I O N I N G (O U T D O O R U N I T ) (O U T D O O R U N I T ) (O U T D O O R U N I T ) (O U T D O O R U N I T ) SA C SA C SA C SA C 1111 SPLIT AIRSPLIT AIRSPLIT AIRSPLIT AIR CONDITIONINGCONDITIONINGCONDITIONINGCONDITIONING (INDOOR UNIT)(INDOOR UNIT)(INDOOR UNIT)(INDOOR UNIT) T BVBVBVBV 1111 BR I C K V E N T BR I C K V E N T BR I C K V E N T BR I C K V E N T ACOUSTICAL DISCHARGEACOUSTICAL DISCHARGEACOUSTICAL DISCHARGEACOUSTICAL DISCHARGE SILENCER FROM TOP ODSILENCER FROM TOP ODSILENCER FROM TOP ODSILENCER FROM TOP OD CHILLER TO TOP OFCHILLER TO TOP OFCHILLER TO TOP OFCHILLER TO TOP OF ADJACENT WALL.ADJACENT WALL.ADJACENT WALL.ADJACENT WALL. 10 5 FM S T O . 10 6 MA I N T . 10 7 MA I N T . 10 8 MA I N T . 10 3 SIT E S H O P 10 2 BA T H R O O M 10 4 DU M P S T E R E N C L O S U R E 10 0 CH I L L E R Y A R D 10 1 UT I L I T Y C O U R T SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, Utah 84010 Telephone (801) 322-0487 Telefax (801) 322-0490 www.heatheng.com 8/6/2012 12:35:29 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\jbeal\Documents\REVIT PROJECTS\v12\11071-Mech-CF_Indianapolis Temple-v12_jbeal.rvt UTILITY BUILDING CONTROL PLAN MI200Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012JTBChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : SC A L E : SC A L E : SC A L E : 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " UT I L I T Y B U I L D I N G C O N T R O L P L A N 0000 2-1 / 2 2- 1 / 2 2-1 / 2 2- 1 / 2 5555 5555 10101010 GE N E R A L N O T E S HHSYMBOL LEGEND LOW VOLTAGE TRANSFORMER PANEL3-WAY OR 2-WAY CONTROL VALVE SOLENOID VALVEDIFFERENTIAL FILTER GAUGE DIFFERENTIAL PRESSURED.P.01-AI-1LVTP-CT CONDUIT WITH WIRINGCURRENT TRANSDUCERH.O.A.MOR DM ORAD DUCT SMOKE DETECTORHUMIDITY SENSOR OR STATHUMIDITY SENSOR HAND / OFF / AUTODAMPER ACTUATOR FLOAT SWITCHMOTORSTARTER OR HAND-OFF-AUTO SWITCH S S OR FS PRDIDOOR J JAOAI SENSOR PRESSURE SENSOR/SWITCHFLOW SWITCH PILOT LIGHTRELAYANALOG INPUT JUNCTION BOXDIGITAL INPUT DIGITAL OUTPUTANALOG OUTPUT SY M B O L D E S C R I P T I O N FSFLOW CONDUCTIVITY SENSOR INPUT OR OUTPUT TYPE (ANALOG/DIGITAL, INPUT/OUTPUT)BUILDING AUTOMATION POINT CALLOUTPOINT NUMBERATC PANEL NUMBER DO N O T I M P O S E A N Y E X T E R N A L V O L T A G E O T H E R T H A N A N A L O G O U T P U T S D I R E C T L Y O N TH E C O N T R O L L E R . MO U N T R E L A Y S F O R M O T O R C O N T R O L O R 1 2 0 V O L T P O W E R C I RCUITS IN REMOTE PANELS. FO L L O W A N D C O M P L Y W I T H C O N T R O L M A N U F A C T U R E R ' S R E Q U I RE M E N T S F O R F I E L D W I R I N G AL L F I E L D W I R I N G S H A L L B E I N S T A L L E D I N C O N D U I T . F U RNISH REQUIRED NUMBER OF OT H E R C O N T R O L L E R S , C O N T R O L D E V I C E S , E T C . I S T H E R E SPONSIBILITY OF THE CONTROLS AL L F I E L D W I R I N G F R O M C O N T R O L P A N E L S , F R O M L V T P P A N ELS, ETC. TO RELAY PANELS, CO L O R C O D I N G O F F I E L D W I R I N G S H A L L M A T C H C O L O R C O D I NG OF PANEL (CONTROLLER) CO L O R C O D E D . C O L O R C O D I N G T O B E D E T E R M I N E D B Y C O N T ROL PANEL MANUFACTURER. IN S T A L L E D A N D T E R M I N A T E D B Y T H E C O N T R O L S S U B - C O N T R A CTOR. AL L F I E L D W I R I N G T O T H E T E R M I N A L S T R I P S W I T H I N T H E CONTROL PANELS SHALL BE ON L Y 2 4 V P O W E R T O B E W I T H I N C O N T R O L P A N E L . M O U N T T RANSFORMERS FOR 120V/24V PO I N T S F R O M A P A R T I C U L A R S Y S T E M S H A L L B E G R O U P E D T O GETHER PO W E R I N A L O W V O L T A G E T R A N S F O R M E R P A N E L A D J A C E N T / N EAR TO CONTROL PANEL BOX. RU N A L L F I E L D W I R I N G L O C A T E D W I T H - I N P A N E L S I N W I R E CONDUIT SUCH AS PANDUIT. MA N U F A C T U R E R . C O M P L E T E W I R I N G I S T O B E I N C L U D E D I N THE CONTRACT. ALL WIRING TO BE CO N T R O L L E R S S H A L L B E W I R E D ( C O L O R C O D E D ) T O T H E T E R MINAL STRIP BY THE CONTROL 6. TY P E S A N D S I Z E S . CO N D U C T O R S T O A L L D E V I C E S . WIR I N G . 9. 8.7.5.4.3.2.1. US E C H A R A C T E R I Z E D B A L L V A L V E S , B R O N Z E B O D Y , S T A I N L E SS S T E E L B A L L A N D T R I M , RE I N F O R C E D P T F E S E A T S , B Y H O N E Y W E L L O R B E L I M O . P R O VID E A L L V A L V E 2 4 V A C AC T U A T O R S C O M P A T I B L E W / A 0 - 1 0 V A N A L O G O U T S I G N A L . 10 . PL A N T C O N T R O L L E R . I. E . L O N G R U N S I G N A L F R O M R E M O T E D I F F E R E N T I A L P R E S S UR E S E N S O R T O C E N T R A L DO N O T S H A R E P O I N T V A L U E S B E T W E E N C O N T R O L L E R S . 14 . AD J A C E N T T O C O N T R O L P A N E L B O X . 15 . SU B - C O N T R A C T O R . 11 . PR O V I D E P A N E L D E R I V E D V O L T A G E / C U R R E N T F O R A L L C O N T R OL R E L A T E D D E V I C E S . 12 . LO A D T R A N S F O R M E R S T O N O M O R E T H A N 7 5 % O F R A T E D C A P A CIT Y . 13 . U S E H O R S E P O W E R R A T E D R E L A Y S F O R D I R E C T M O T O R S T A RT I N G . CO O R D I N A T E F A N S H U T D O W N W I T H F I R E A L A R M C O N T R A C T O R . 16 . FO R V A V R H E A T I N G C O I L S P R O V I D E 2 - W A Y O R 3 - W A Y C O N T R OL V A L V E S A S S H O W N I N T H E M E C H A N I C A L P I P I N G DR A W I N G S . ( M P X X X ) . R E F E R E N C E V A V R S C H E D U L E O N D R A WIN G M - 0 0 4 F O R H E A T I N G C O I L G P M R E Q U I R E M E N T S . CO N T R O L V A L V E S C H E D U L E B- 2 LIN E S I Z E IS O L A T I O N B U T T E R F L Y HE A T I N G W A T E R 12 0 CV - H 7 B- 1 LIN E S I Z E IS O L A T I O N B U T T E R F L Y HE A T I N G W A T E R 12 0 CV - H 6 HX - 2 S N O W ME L T 3 3-W A Y M O D U L A T I N G HE A T I N G W A T E R 40 CV - H 4 UH - 1 LIN E S I Z E 2-P O S I T I O N HE A T I N G W A T E R 2 CV - H 2 SY S T E M H W S 3 3-W A Y M O D U L A T I N G HE A T I N G W A T E R 14 0 CV - H 1 HC - 2 0 0 3 2-W A Y M O D U L A T I N G HE A T I N G W A T E R 9 CV - H 2 0 0 HC - 1 0 0 3 2-W A Y M O D U L A T I N G HE A T I N G W A T E R 41 CV - H 1 0 1 PH C - 1 0 0 3 3-W A Y M O D U L A T I N G HE A T I N G W A T E R 33 . 5 CV - H 1 0 0 CH I L L E R C - 2 IS O L A T I O N LIN E S I Z E IS O L A T I O N B U T T E R F L Y V A L V E CH I L L E D W A T E R 19 5 CV - C 2 CH I L L E R C - 1 IS O L A T I O N LIN E S I Z E IS O L A T I O N B U T T E R F L Y V A L V E CH I L L E D W A T E R 19 5 CV - C 1 CC - 1 0 0 3 3-W A Y M O D U L A T I N G CH I L L E D W A T E R 39 0 CV - C 1 0 0 DU T Y PR E S S U R E DIF F . P S I VA L V E T Y P E CIR C U L A T I N G F L U I D GP M SY M B O L SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, Utah 84010 Telephone (801) 322-0487 Telefax (801) 322-0490 www.heatheng.com 8/22/2012 4:42:48 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\jbeal\Documents\REVIT PROJECTS\v12\11071-Mech-CF_Indianapolis Temple-v12_jbeal.rvt MECHANICAL CONTROL DIAGRAMS MI601Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012JTBChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 20121August 27,2012Addendum #1 1111 GENERAL NOTEBASEMENT LEVELMAIN LEVELMECHANICAL LEVELROOF 12 0 V U P S CP U NE W H E A D E N D C O M P U T E R LO C A T E I N E N G I N E E R ' S O F F I C E CA T 5 E T O BU I L D I N G I N T R A N E T WE B S 6 0 0 CA T 5 E BU S PO W E R DD C PA N E L SW I T C H PO W E R SW I T C H VA V 24 V A C P O W E R F R O M LO W V O L T A G E T R A N S F O R M E R PA N E L ( T Y P I C A L ) VA V 24 VACVAV24 VACTO ADDITIONAL VAV XL10 CONTROLLER 12 0 V W/ C O R D AN D O U T L E T PL U G , T Y P . W/ U P S (D D C 0 3 ) LIG H T I N G C O N T R O L (F I E L D V E R I F Y E X A C T L O C A T I O N ) SE E M I 6 1 6 F O R T Y P I C A L PA N E L L A Y O U T PR O V I D E I N T E R F A C E P R O G R A M M I N G FR O M W A T T S T O P P E R L I G H T I N G CO N T R O L L E R T O B U I L D I N G A U T O M A T I O N CO N T R O L P A N E L . WE B S 6 0 0 PO W E R DD C PA N E L JA C E C P U PO W E R DD C PA N E L PO W E R JA C E JA C E SW I T C H 12 0 V PO W E R 12 0 V SW I T C H 60 0 60 0 W/ U P S W/ U P S (D D C 0 2 ) TY P I C A L P A N E L L A Y O U T WE B S 6 0 0 PO W E R DD C PA N E L PO W E R SW I T C H 12 0 V W/ U P S (D D C 0 1 ) (D D C 2 1 ) HU M I D I F I E R H- 1 L O N C A R D LO N B U S LO N B U S CA T 5 E B U S CA T 5 E B U S CA T 5 E B U S FO N T C O N T R O L P A N E L SE E D R A W I N G M I 6 1 3 FO N T C H E M I C A L TR E A T M E N T C O N T R O L L E R LO N B U S CA T 5 E B U S LO N B U S 12 0 V PO W E R RE M O T E I / O IN U T I L I T Y BU I L D I N G S H O P CO N D U C T O R S AS R E Q U I R E D 12 0 V PO W E R DD C PO W E R PA N E L CH I L L E R # 1 LO N I N T E R F A C E CA R D CH I L L E R # 2 LO N I N T E R F A C E CA R D LO N B U S SEE DRAWING MI615 FOR DDC CONTROLLER INPUT & OUTPUTS. LO N B U S SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, Utah 84010 Telephone (801) 322-0487 Telefax (801) 322-0490 www.heatheng.com 8/6/2012 12:35:30 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\jbeal\Documents\REVIT PROJECTS\v12\11071-Mech-CF_Indianapolis Temple-v12_jbeal.rvt MECHANICAL CONTROL DIAGRAMS MI602Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012JTBChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MI6 0 2 MI6 0 2 MI6 0 2 MI6 0 2 SY S T E M C O N T R O L R I S E R D I A G R A M 1111 LDSSVOCHDPH 24VACR01-DI-14 RAF 100AAIR FANRETURN / RELIEF01-AI-1324 VAC 120V TO FIRE ALARM PANELDUCT SMOKE DETECTOR QUANTITY AS REQUIRED 01 - A I - 2 3 01-AI-701-AI-9TO HUMIDIFIER H-100 RETURN AIR RE L I E F A I R DM 01 - A O - 9 RE T U R N A I R DM 01 - A O - 1 1 EA D 10 1 RA D 10 1 RETURN AIR HUMIDITY*LDSSVOCHDPH 24VACR01-DI-15 RAF 100BAIR FANRETURN / RELIEF01-AI-1424 VAC 120V TO FIRE ALARM PANELDUCT SMOKE DETECTOR QUANTITY AS REQUIRED 01 - A I - 2 4 01-AI-801-AI-10TO HUMIDIFIER H-100 RETURN AIR RE L I E F A I R DM 01 - A O - 1 0 RE T U R N A I R DM 01 - A O - 1 2 EA D 10 2 RA D 10 2 RETURN AIR HUMIDITY* S HD S FZ S S H DP DP S DP DP H S HLAF DP RHHN A R H 0 CV - C 1 0 0 CV - H 1 0 0 CV - H 1 0 1 RH D S - 2 01 - D I - 1 6 TORH D S - 1 TO OA D 10 0 SF 10 0 AIR F A N SU P P L Y 24 V A C R 01 - A I - 1 6 SE C T I O N FS 10 0 FIL T E R DI 01 - A I - 1 1 AF M 10 0 01 - D I - 1 3 RL D S - 2 RL D S - 1 RA D 10 0 DM DM 01 - D I - 4 CC P 10 0 IN A T C P A N E L F A C E HA N D - O F F - A U T O FR O M C O N T R O L L E R 24 V A C - C 01 - D O - 7 12 0 / 6 0 / 1 SE E D I V . 16 0 0 0 PO W E R CO I L C I R C . P U M P CT 01 - D I - 1 9 AT C P A N E L S E P A R A T E F R O M CO N T R O L L E R S A N D R E L A Y S PIL O T L I G H T AIR F L O W ME A S U R E M E N T ST A T I O N OU T S I D E AIR D A M P E R 01 - A I - 1 2 01 - D I - 1 7 TO SA F E T I E S RE L A Y PR E H E A T PH C 10 0 CO I L C H CH W R CH W S CO O L I N G CC 10 0 CO I L C C 01 - A I - 1 7 01 - A O - 1 3 24 V A C 01 - A I - 1 5 HW S CP 10 0 CO I L C I R C . P U M P HW R 01 - A O - 1 4 RE T U R N AIR OU T S I D E AIR SU P P L Y A I R 01 - A I - 1 8 01 - A O - 5 BY D I V I S I O N 2 5 SU P P L Y A I R 01 - A I - 2 1 DU C T S T A T I C PR E S S U R E CO I L C I R C U L A T I N G P U M P ( C C P - 1 0 0 ) C O N T R O L IN S I D E OU T S I D E BU I L D I N G S T A T I C H I G H L I M I T 24 V A C R TO 01 - D I - 2 1 RB U S HU M I D I F I E R H 10 0 01 - D I - 2 0 S 01 - A I - 2 2 IN S I D E OU T S I D E BU I L D I N G S T A T I C PR E S S U R E S E N S O R 01 - A I - 2 0 01 - A I - 1 9 OU T S I D E A I R H U M I D I T Y OU T S I D E A I R T E M P HU M I D I F I E R E N A B L E / D I S A B L E C I R C U I T C O N T R O L R 01 - D O - 8 24 V A C - C F R O M CO N T R O L L E R HIG H L I M I T H U M I D I S T A T * AIR P R O V I N G S W I T C H * HIG H D U C T S T A T I C ( R H D S - 1 ) LO W D U C T S T A T I C ( R L D S - 1 ) FR E E Z E S T A T PA N E L IN A T C SR SR 1 - 1 SR 1 - 2 FIR E A L A R M F R O M B U I L D I N G F I R E A L A R M PA N E L B A S E D O N S I G N A L F R O M D U C T SM O K E D E T E C T O R S S E R V I N G T H E A I R HA N D L I N G S Y S T E M A N D B U I L D I N G Z O N E SM O K E D E T E C T O R S . T Y P I C A L . TO V F D - 1 0 0 A 1 SA F E T I E S C I R C U I T 24 V A C 24 V A C R 01 - D I - 1 8 IN A T C PA N E L AN D V F D - 1 0 0 A 2 TO V F D - 1 0 0 B 1 AN D V F D - 1 0 0 B 2 SR 1 - 3 TO V F D - 1 0 0 C 1 AN D V F D - 1 0 0 C 2 SR 1 - 4 TO V F D - 9 01 - A O - 8 120V TO F I R E AL A R M P A N E L DU C T S M O K E DE T E C T O R QU A N T I T Y A S RE Q U I R E D RE T U R N A I R DA M P E R 01 - A I - 7 HE A T I N G HC 10 0 CO I L C H HW S HW R 01 - A O - 2 2 TO R A F - 1 0 0 A HU M I D I T Y S E N S O R TO R A F - 1 0 0 B HU M I D I T Y S E N S O R 01 - A I - 3 8 AF M 10 1 AIR F L O W ME A S U R E M E N T ST A T I O N 03 - A I - 1 2 LO N B U S ** * OU T S I D E A I R TE M P E R A T U R E * FU R N I S H W I T H H U M I D I F I E R . IN S T A L L E D , W I R E D , A N D T E R M I N A T E D BY D I V I S I O N 2 5 *A I R F L O W *H U M I D I T Y HIG H L I M I T SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, Utah 84010 Telephone (801) 322-0487 Telefax (801) 322-0490 www.heatheng.com 8/6/2012 12:35:31 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\jbeal\Documents\REVIT PROJECTS\v12\11071-Mech-CF_Indianapolis Temple-v12_jbeal.rvt MECHANICAL CONTROL DIAGRAMS MI603Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012JTBChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MI603MI603MI603MI603 RE T U R N / R E L I E F A I R F A N R A F - 1 0 0 A 1111 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MI603MI603MI603MI603 RE T U R N / R E L I E F A I R F A N R A F - 1 0 0 B 2222 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MI6 0 3 MI6 0 3 MI6 0 3 MI6 0 3 AI R H A N D L I N G S Y S T E M 1 0 0 C O N T R O L D I A G R A M 3333 IN T E R L O C K RE L A Y S VFD-103VFD ALARMCONTACT CLOSURE01-DI-4ONBYPASSENABLE R AUTOHANDOFFRPOWERONFAULTGVFDRVFDEXTERNALGRFAULTR FURNISHED WITH AHU-100 SR 1 - 2 RE L A Y SA F E T Y IN T E R L O C K R SE E D I V . 2 6 DIS C O N N E C T 46 0 / 6 0 / 3 PO W E R RE L A Y S 01 - D O - 3 FU R N I S H E D W I T H A H U - 1 0 0 A - B VF D VF D - 1 0 2 VF D A L A R M CO N T A C T C L O S U R E BY P A S S ON EN A B L E R AU T O OF F HA N D R PO W E R ON F A U L T GVF D RVF D E X T E R N A L G R FA U L T R 01 - A O - 3 01 - D I - 3 ST A R T / S T O P 24 V A C - C FR O M C O N T R O L L E R CO N T A C T SP E E D 01 - A I - 3 VF D F E E D B A C K 01-AO-4 SPEED01-AI-4 VFD FEED BACK FIR E A L A R M F R O M B U I L D I N G F I R E A L A R M PA N E L B A S E D O N S I G N A L F R O M D U C T SM O K E D E T E C T O R S S E R V I N G T H E A I R HA N D L I N G S Y S T E M A N D B U I L D I N G Z O N E SM O K E D E T E C T O R S . TO R E T U R N / R E L I E F AIR F A N S RA F 10 0 A CT 01 - D I - 9 R 01 - D O - 4 ST A R T / S T O P 24 V A C - C FR O M C O N T R O L L E R CO N T A C T TO RETURN / RELIEF AIR FANSRAF100ACT 01-DI-10 IN T E R L O C K RE L A Y S VFD-101VFD ALARMCONTACT CLOSURE01-DI-2ONBYPASSENABLE R AUTOHANDOFFRPOWERONFAULTGVFDRVFDEXTERNALGRFAULTR FURNISHED WITH AHU-101 SR 1 - 1 RE L A Y SA F E T Y IN T E R L O C K R SE E D I V . 2 6 DIS C O N N E C T 46 0 / 6 0 / 3 PO W E R RE L A Y S 01 - D O - 1 FU R N I S H E D W I T H A H U - 1 0 0 A - B VF D VF D - 1 0 0 VF D A L A R M CO N T A C T C L O S U R E BY P A S S ON EN A B L E R AU T O OF F HA N D R PO W E R ON F A U L T GVF D RVF D E X T E R N A L G R FA U L T R 01 - A O - 1 01 - D I - 1 ST A R T / S T O P 24 V A C - C FR O M C O N T R O L L E R CO N T A C T SP E E D 01 - A I - 1 VF D F E E D B A C K 01-AO-2 SPEED01-AI-2 VFD FEED BACK FIR E A L A R M F R O M B U I L D I N G F I R E A L A R M PA N E L B A S E D O N S I G N A L F R O M D U C T SM O K E D E T E C T O R S S E R V I N G T H E A I R HA N D L I N G S Y S T E M A N D B U I L D I N G Z O N E SM O K E D E T E C T O R S . TO S U P P L Y AIR F A N S SF 10 0 CT 01 - D I - 7 R 01 - D O - 2 ST A R T / S T O P 24 V A C - C FR O M C O N T R O L L E R CO N T A C T TO SUPPLY AIR FANSSF100CT 01-DI-8 IN T E R L O C K RE L A Y S VFD-105VFD ALARMCONTACT CLOSURE01-DI-6ONBYPASSENABLE R AUTOHANDOFFRPOWERONFAULTGVFDRVFDEXTERNALGRFAULTR FURNISHED WITH AHU-100 SR 1 - 3 RE L A Y SA F E T Y IN T E R L O C K R SE E D I V . 2 6 DIS C O N N E C T 46 0 / 6 0 / 3 PO W E R RE L A Y S 01 - D O - 5 FU R N I S H E D W I T H A H U - 1 0 0 A - B VF D VF D - 1 0 4 VF D A L A R M CO N T A C T C L O S U R E BY P A S S ON EN A B L E R AU T O OF F HA N D R PO W E R ON F A U L T GVF D RVF D E X T E R N A L G R FA U L T R 01 - A O - 5 01 - D I - 5 ST A R T / S T O P 24 V A C - C FR O M C O N T R O L L E R CO N T A C T SP E E D 01 - A I - 5 VF D F E E D B A C K 01-AO-6 SPEED01-AI-6 VFD FEED BACK FIR E A L A R M F R O M B U I L D I N G F I R E A L A R M PA N E L B A S E D O N S I G N A L F R O M D U C T SM O K E D E T E C T O R S S E R V I N G T H E A I R HA N D L I N G S Y S T E M A N D B U I L D I N G Z O N E SM O K E D E T E C T O R S . TO R E T U R N / R E L I E F AIR F A N S RA F 10 0 B CT 01 - D I - 1 1 R 01 - D O - 6 ST A R T / S T O P 24 V A C - C FR O M C O N T R O L L E R CO N T A C T TO RETURN / RELIEF AIR FANSRAF100BCT 01-DI-12 SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, Utah 84010 Telephone (801) 322-0487 Telefax (801) 322-0490 www.heatheng.com 8/6/2012 12:35:31 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\jbeal\Documents\REVIT PROJECTS\v12\11071-Mech-CF_Indianapolis Temple-v12_jbeal.rvt MECHANICAL CONTROL DIAGRAMS MI604Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012JTBChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MI604MI604MI604MI604 AI R H A N D L I N G S Y S T E M 1 0 0 C O N T R O L D I A G R A M C O N T I N U E D 1111 DM DM CTSDP CT CT CT DM S DP S CV - H 2 0 0 FR O M C O N T R O L L E R 24 V A C - C R IN T E R L O C K ST A R T / S T O P SE E D I V . 2 6 PO W E R 46 0 / 6 0 / 3 DIS C O N N E C T CO N T A C T RE L A Y S 01 - D O - 1 1 DR Y E R V E N T EX H A U S T F A N BY P A S S VF D VF D - 7 DE F 1 VF D A L A R M CO N T A C T C L O S U R E 01 - D I - 2 5 ON BY P A S S EN A B L E R AU T O HA N D OF F R PO W E R ON F A U L T GVF D RVF D E X T E R N A L G R FA U L T R 01 - A O - 1 7 SP E E D 01 - A I - 2 9 VF D F E E D B A C K 01 - D I - 2 7 CT DEF 1EXHAUSTFANMD1DAMPERMOTORIZED DAMPER OPENS FROM AUXILIARY RELAY ON FAN VFD01-AI-31DP EXHAUST DUCT DIFF. PRESSURE FIR E A L A R M FR O M B U I L D I N G FIR E A L A R M FR O M C O N T R O L L E R 24 V A C - C R IN T E R L O C K ST A R T / S T O P SE E D I V . 2 6 PO W E R 46 0 / 6 0 / 3 DIS C O N N E C T CO N T A C T RE L A Y S 01 - D O - 1 2 DR Y E R V E N T EX H A U S T F A N BY P A S S VF D VF D - 8 DE F 1 VF D A L A R M CO N T A C T C L O S U R E 01 - D I - 2 6 ON BY P A S S EN A B L E R AU T O HA N D OF F R PO W E R ON F A U L T GVF D RVF D E X T E R N A L G R FA U L T R 01 - A O - 1 8 SP E E D 01 - A I - 3 0 VF D F E E D B A C K 01 - D I - 2 8 CT DEF 1EXHAUSTFANMD1DAMPERMOTORIZED DAMPER OPENS FROM AUXILIARY RELAY ON FAN VFD01-AI-32DP EXHAUST DUCT DIFF. PRESSURE FIR E A L A R M FR O M B U I L D I N G FIR E A L A R M 01 - A I - 3 3 TE M P E R A T U R E 01-AI-34 DIFF. PRESSURE 01-DI-32 DRYER NO. 4 POWER CIRCUIT 01 - D I - 3 1 DR Y E R N O . 3 PO W E R C I R C U I T 01 - D I - 3 0 DR Y E R N O . 2 PO W E R C I R C U I T 01 - D I - 2 9 DR Y E R N O . 1 PO W E R C I R C U I T DR Y E R C U R R E N T T R A N S D U C E R S SF 20 0 01 - A I - 2 6 DR Y E R M A K E - U P AIR F A N 01 - A I - 2 7 DR Y E R E N C L O S U R E D R Y E R E N C L O S U R E FR O M C O N T R O L L E R 24 V A C - C R IN T E R L O C K ST A R T / S T O P SE E D I V . 2 6 PO W E R 46 0 / 6 0 / 3 DIS C O N N E C T CO N T A C T RE L A Y S 01 - D O - _ _ DR Y E R M A K E - U P AIR F A N S BY P A S S VF D VF D - 9 SF 20 0 VF D A L A R M CO N T A C T C L O S U R E 01 - D I - 2 2 ON BY P A S S EN A B L E R AU T O HA N D OF F R PO W E R ON F A U L T GVFD RVFD E X T E R N A L G R FA U L T R 01 - A O - 1 5 SP E E D 01 - A I - 2 5 VF D F E E D B A C K 01 - D I - 2 3 CT SA F E T Y RE L A Y SR 1 - 4 FU R N I S H E D W I T H S F - 2 0 0 FIR E A L A R M F R O M B U I L D I N G F I R E A L A R M PA N E L B A S E D O N S I G N A L F R O M D U C T SM O K E D E T E C T O R S S E R V I N G T H E A I R HA N D L I N G S Y S T E M A N D B U I L D I N G Z O N E SM O K E D E T E C T O R S . HC 20 0 HE A T I N G CO I L FS 20 0 FIL T E R SE C T I O N 01 - A I - 2 8 HW S HW R 01 - A O - 1 6 CO N T R O L VA L V E OA D 20 0 OU T S I D E A I R DA M P E R DA M P E R O P E N S F R O M AU X I L A R Y R E L A Y O N F A N V F D 01 - A I - 3 9 AF M 10 2 AIR F L O W M E A S U R E M E N T ST A T I O N SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, Utah 84010 Telephone (801) 322-0487 Telefax (801) 322-0490 www.heatheng.com 8/6/2012 12:35:32 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\jbeal\Documents\REVIT PROJECTS\v12\11071-Mech-CF_Indianapolis Temple-v12_jbeal.rvt MECHANICAL CONTROL DIAGRAMS MI605Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012JTBChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MI6 0 5 MI6 0 5 MI6 0 5 MI6 0 5 LA U N D R Y R O O M V E N T I L A T I O N S Y S T E M C O N T R O L D I A G R A M 1111 VF 1VENTILATIONFAN 120 VOLT O.L.WALL MOUNTED ADJUSTABLE SLIDEVENTILATION FAN MOTOR TYPE DIMMER SWITCH BY DIVISION 26 LUTRON NTFS-6E SLIDE DIMMER SWITCH(SIMILAR FOR VF-1, 2, 3 & 4)NOTE: TYPICAL FOR VF-1 THROUGH VF-4.M S DM DM RHNHAR0H VF 5 MD 8 IN ATC PANEL FACEHAND-OFF-AUTOPILOT LIGHT FR O M C O N T R O L L E R 24 V A C - C 02-DO-9 PO W E R SE E D I V . 2612 0 / 6 0 / 1 CTDMMOTORIZED DAMPER 02-DI-9OPERATOR VE N T I L A T I O N FA N ATC PANEL SEPARATE FROM CONTROLLERS AND RELAYS BY DIVISION 2502-AI-8VF5VENTILATIONFAN MD 6 DAMPERMOTORIZED DA M P E R O P E N S F R O M AU X I L I A R Y C O N T A C T O N FA N H - O - A S W I T C H . MD 7DAMPERMOTORIZED DAMPER OPENS FROM AUXILIARY CONTACT ON FAN H-O-A SWITCH.VENTILATION AIR MECHANICAL ROOM SPACE TEMPERATURE (ALSO CONTROLS UNIT HEATER UH-1 IN ROOM) RE L I E F A I R DMMD7MOTORIZED DAMPER OPERATOR DM DMDM FR O M C O N T R O L L E R 24 V A C - C R IN T E R L O C K ST A R T / S T O P SE E D I V . 2 6 PO W E R 46 0 / 6 0 / 3 DIS C O N N E C T CO N T A C T RE L A Y S 01 - D O - 1 4 EX H A U S T FA N BY P A S S VF D VF D - 6 EF 2 VF D A L A R M CO N T A C T C L O S U R E 01 - D I - 3 4 ON BY P A S S EN A B L E R AU T O HA N D OF F R PO W E R ON F A U L T GVF D RVF D E X T E R N A L G R FA U L T R 01 - A O - 2 0 SP E E D 01 - A I - 3 6 VF D F E E D B A C K 01 - D I - 3 7 CT FR O M C O N T R O L L E R 24 V A C - C R IN T E R L O C K ST A R T / S T O P SE E D I V . 2 6 PO W E R 46 0 / 6 0 / 3 DIS C O N N E C T CO N T A C T RE L A Y S 01 - D O - 1 5 EX H A U S T FA N BY P A S S VF D VF D - 1 0 EF 3 VF D A L A R M CO N T A C T C L O S U R E 01 - D I - 3 5 ON BY P A S S EN A B L E R AU T O HA N D OF F R PO W E R ON F A U L T GVF D RVF D E X T E R N A L G R FA U L T R 01 - A O - 2 1 SP E E D 01 - A I - 3 7 VF D F E E D B A C K 01 - D I - 3 8 CT EF 2 EX H A U S T FA N E. A . MD 4 DA M P E R MO T O R I Z E D DA M P E R O P E N S F R O M AU X I L I A R Y R E L A Y O N F A N V F D EF 3 EX H A U S T FA N E. A . MD 5 DA M P E R MO T O R I Z E D DA M P E R O P E N S F R O M AU X I L I A R Y R E L A Y O N F A N V F D FR O M C O N T R O L L E R 24 V A C - C R IN T E R L O C K ST A R T / S T O P SE E D I V . 2 6 PO W E R 46 0 / 6 0 / 3 DIS C O N N E C T CO N T A C T RE L A Y S 01 - D O - 1 3 EX H A U S T FA N BY P A S S VF D VF D - 5 EF 1 VF D A L A R M CO N T A C T C L O S U R E 01 - D I - 3 3 ON BY P A S S EN A B L E R AU T O HA N D OF F R PO W E R ON F A U L T GVF D RVF D E X T E R N A L G R FA U L T R 01 - A O - 1 9 SP E E D 01 - A I - 3 5 VF D F E E D B A C K 01 - D I - 3 6 CT EF 1 EX H A U S T FA N E. A . MD 3 DA M P E R MO T O R I Z E D DA M P E R O P E N S F R O M AU X I L I A R Y R E L A Y O N F A N V F D SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, Utah 84010 Telephone (801) 322-0487 Telefax (801) 322-0490 www.heatheng.com 8/6/2012 12:35:33 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\jbeal\Documents\REVIT PROJECTS\v12\11071-Mech-CF_Indianapolis Temple-v12_jbeal.rvt MECHANICAL CONTROL DIAGRAMS MI606Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012JTBChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MI606MI606MI606MI606 IN I T I A T O R Y R O O M S V E N T I L A T I O N F A N CO N T R O L D I A G R A M 1111 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MI606MI606MI606MI606 BO I L E R R O O M V E N T I L A T I O N F A N C O N T R O L DI A G R A M 2222 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MI6 0 6 MI6 0 6 MI6 0 6 MI6 0 6 GE N E R A L E X H A U S T F A N C O N T R O L D I A G R A M 3333 G G G HL FS HL FS PS RHHN A R H 0 RHHN A R H 0 VA L V E UN I T H E A T E R DR A I N IN T E R L O C K R SE E D I V . 2 6 DIS C O N N E C T 46 0 / 6 0 / 3 PO W E R RE L A Y S 02 - D O - 7 BY P A S S VF D VF D - 1 HW P 1 VF D A L A R M CO N T A C T C L O S U R E BY P A S S ON EN A B L E R AU T O OF F HA N D R PO W E R ON F A U L T GVF D RVF D E X T E R N A L G R FA U L T R 02 - A O - 1 02 - D I - 5 ST A R T / S T O P 24 V A C - C FR O M C O N T R O L L E R CO N T A C T SP E E D 02 - A I - 1 VF D F E E D B A C K BC P 1 IN A T C P A N E L F A C E HA N D - O F F - A U T O FR O M C O N T R O L L E R 24 V A C - C 02 - D O - 3 12 0 / 6 0 / 1 SE E D I V . 26PO W E R CT 02 - D I - 3 AT C P A N E L S E P A R A T E F R O M CO N T R O L L E R S A N D R E L A Y S PIL O T L I G H T HE A T I N G W A T E R PU M P IN T E R L O C K R SE E D I V . 2 6 DIS C O N N E C T 46 0 / 6 0 / 3 PO W E R RE L A Y S 02 - D O - 8 BY P A S SVFD VFD-2HWP2VFD ALARMCONTACT CLOSUREBYPASSONENABLE R AU T OOFF HA N D R PO W E R ON F A U L T GVFDRVFDEXTERNALGRFAULT R02-AO-2 02-DI-6 ST A R T / S T O P 24 V A C - C FR O M C O N T R O L L E R CO N T A C T SPEED02-AI-2 VFD FEED BACK HEATING WATER PUMP BO I L E R CIR C . PU M P BC P 2 IN A T C P A N E L F A C E HA N D - O F F - A U T O FR O M C O N T R O L L E R 24 V A C - C 02 - D O - 4 12 0 / 6 0 / 1 SE E D I V . 26PO W E R CT 02 - D I - 4 AT C P A N E L S E P A R A T E F R O M CO N T R O L L E R S A N D R E L A Y S PIL O T L I G H T BO I L E R CIR C . PU M P BY D I V I S I O N 2 5 BY D I V I S I O N 2 5 ST R A I N E R W I T H C A P ( T Y P I C A L ) PU M P , S E E D E T A I L FL E X I B L E C O N N E C T I O N (T Y P I C A L ) HO U S E K E E P I N G P A D , SE E D E T A I L 7 / M P 5 0 2 SE E D E T A I L 6 / M P 5 0 2 HO U S E K E E P I N G P A D , (T Y P I C A L ) HO S E C O N N E C T I O N CA P P E D T H R E A D E D 3/4 " CO N C R E T E IN E R T I A B A S E 8/M P 5 0 1 ( T Y P . ) BA S E M O U N T E D (T Y P I C A L ) PR V 1" 3/4 " PR E S S U R E G A U G E ( T Y P I C A L ) RE L I E F V A L V E ( T Y P I C A L ) AIR S E P A R A T O R H W R H W S AS 2 S HE A T I N G WA T E R P U M P HW P 1 HE A T I N G WA T E R P U M P HW P 2 BA L A N C I N G B U T T E R L F Y BU T T E R F L Y V A L V E 3/4 " T O DR A I N GA U G E (T Y P I C A L ) PR E S S U R E VA L V E ( T Y P ) (T Y P I C A L ) 3/4" TO DRAIN HWS HWS HWS HWS ET 2 EX P A N S I O N T A N K RE M O V A B L E HWR HWS HWS AND HWR,SEE * ABOVE FOR CONTINUATION TH E R M O M E T E R (T Y P . ) 1" FL O W S W I T C H B 2 (T Y P . ) TO D R A I N BO I L E R LW C O GA S T R A I N TH E R M O M E T E R (T Y P I C A L ) RE L I E F V A L V E AS M E S (T Y P I C A L ) SH U T - O F F VA L V E ( T Y P . ) S CIR C U I T B A L A N C I N G VA L V E ( T Y P I C A L ) CV - H 1 P& T P L U G (T Y P . ) H W S SE T F O R G P M H W S B 1 TO D R A I N BO I L E R LW C O GA S T R A I N (T Y P I C A L ) RE L I E F V A L V E AS M E S SH U T - O F F VA L V E ( T Y P . ) SE T F O R G P M CU T - O F F , T Y P . LO W W A T E R MA N U A L R E S E T SH U T - O F F V A L V E (T Y P . ) H W R H W R BC P 2 BO I L E R CIR C . PU M P BC P 1 BO I L E R CIR C . PU M P SE E PL U M B I N G PL A N S 02 - D I - 7 C.T . 02-DI-8 C.T. 02 - A I - 5 02 - A I - 6 02 - A O - 3 02 - A I - 3 02 - D I - 2 02 - D O - 2 02 - D I - 1 02 - D O - 1 02 - D O - 5 02 - D O - 6 02 - A I - 4 CV - H 6 CV - H 7 UH 1 AQ U A S T A T SE T F O R .7 5 G P M CV - H 2 3/4 " T O MA I N H W R 02 - D O - 1 3 02 - D O - 1 2 R 12 0 V RELAY IN ATC RELAY PANEL WA L L M O U N T E D M U S H R O O M H E A D T Y P E SW I T C H . L O C A T E A T E A C H E X I T F R O M BO I L E R R O O M . L O C A T E U N D E R N E A T H HIN G E D P L E X I G L A S S C O V E R . LA B E L S W I T C H " E M E R G E N C Y " BO I L E R S H U T D O W N BSR-1CONNECT IN SERIES WITH BOILER B-1 CONTROL POWER CIRCUIT.BSR-2CONNECT IN SERIES WITH BOILER B-2 CONTROL POWER CIRCUIT.BSR-3CONNECT IN SERIES WITH WATER HEATER WH-1 POWER CIRCUIT.SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, Utah 84010 Telephone (801) 322-0487 Telefax (801) 322-0490 www.heatheng.com 8/6/2012 12:35:33 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\jbeal\Documents\REVIT PROJECTS\v12\11071-Mech-CF_Indianapolis Temple-v12_jbeal.rvt MECHANICAL CONTROL DIAGRAMS MI607Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012JTBChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MI6 0 7 MI6 0 7 MI6 0 7 MI6 0 7 HE A T I N G W A T E R S Y S T E M C O N T R O L D I A G R A M 1111 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MI607MI607MI607MI607 EM E R G E N C Y B O I L E R A N D W A T E R H E A T E R SH U T D O W N S W I T C H 2222 RHHN A R H 0 RHHN A R H 0 2" M I N . DIR T L E G GA S C O C K 1" G A S S U P P L Y PO W E R V E N T F A N GA S W A T E R H E A T E R RE C I R C . P U M P . S O F T C O L D W A T E R S U P P L Y BA L A N C E V A L V E ( S E T T O 4 G P M ) 2DC P WH 1 P& T R E L I E F V A L V E TO F L O O R D R A I N CH E C K V A L V E , T Y P . G SH U T - O F F V A L V E DIE L E C T R I C U N I O N 4ET DO M E S T I C EX P A N S I O N T A N K 11 0 ° H O T W A T E R S U P P L Y 14 0 ° H O T W A T E R S U P P L L Y 6" D I R E C T A I R I N L E T 4" E X H A U S T V E N T TH E R M O M E T E R SC W SC W SC W 14 0 ° 14 0 ° 3/4 " 11 0 ° H O T W A T E R R E C I R C U L A T I O N 11 0 ° LIN E S I Z E B Y P A S S DR A I N V A L V E W I T H TH R E A D E D H O S E CO N N E C T I O N DIE L E C T R I C U N I O N 1MV MIX I N G V A L V E 1-1 / 4 " 1" 1' UN I O N CO L D W A T E R S U P P L Y F R O M DO M E S T I C W A T E R P R E S S U R E RE D U C I N G V A L V E 14 0 ° H O T W A T E R R E C I R C U L A T I O N 2" 2" 2- 1 / 2 " 1" 2- 1 / 2 " 2- 1 / 2 " 2" 2" 2" 2" 1- 1 / 2 " 3/4 " FL O O R 1" 2" RE C I R C . P U M P . BA L A N C E V A L V E ( S E T T O 3 5 G P M ) 1DC P 2" DC P 2 IN ATC PANEL FACEHAND-OFF-AUTO FR O M C O N T R O L L E R 24 V A C - C 02 - D O - 1 1 12 0 / 6 0 / 1 SE E D I V . 16 0 0 0 PO W E R CIR C U L A T I N G P U M P CT 02-DI-11ATC PANEL SEPARATE FROM CONTROLLERS AND RELAYS PIL O T L I G H T BY DIVISION 25 DO M E S T I C W A T E R DC P 1 IN A T C P A N E L F A C E HA N D - O F F - A U T O FR O M C O N T R O L L E R 24 V A C - C 02 - D O - 1 0 12 0 / 6 0 / 1 SE E D I V . 16 0 0 0 PO W E R CIR C U L A T I N G P U M P CT 02 - D I - 1 0 AT C P A N E L S E P A R A T E F R O M CO N T R O L L E R S A N D R E L A Y S PIL O T L I G H T BY D I V I S I O N 2 5 DO M E S T I C W A T E R FS - 2 1" PR E S S U R E G A U G E AN D S A M P L I N G V A L V E WA T E R S O F T E N E R VA L V E A N D C O N T R O L L E R AIR G A P FIT T I N G 3"3" WS 1 WA T E R S O F T E N E R SO F T E N E R TA N K BR I N E TA N K WA T E R M E T E R ME C H A N I C A L L E V E L BA S E M E N T SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, Utah 84010 Telephone (801) 322-0487 Telefax (801) 322-0490 www.heatheng.com 8/6/2012 12:35:34 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\jbeal\Documents\REVIT PROJECTS\v12\11071-Mech-CF_Indianapolis Temple-v12_jbeal.rvt MECHANICAL CONTROL DIAGRAMS MI608Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012JTBChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MI6 0 8 MI6 0 8 MI6 0 8 MI6 0 8 DO M E S T I C W A T E R S Y S T E M C O N T R O L D I A G R A M 1111 SS PS AU T O A I R V E N T WIT H B A L L V A L V E SE P A R A T O R IN L I N E A I R AS 1 IS O L A T I O N BA S E M O U N T E D PU M P , S E E D E T A I L 8/M P 5 0 1 ( T Y P I C A L ) CO N C R E T E IN E R T I A B A S E CH I L L E D W A T E R F. D . CH I L L E D W A T E R CH W P 1 PU M P CH W P PU M P 2 CHWR CHWR SH U T - O F F ( T Y P I C A L ) BA L A N C I N G B U T T E R F L Y SE T F O R 1 9 0 G P M PR E S S U R E 3/4 " T O (T Y P I C A L ) GA U G E VA L V E ( T Y P I C A L ) BU T T E R F L Y V A L V E CHWR CHWR DR A I N 3/4 " T O C H W S PU M P D I S C H A R G E CH E C K V A L V E (T Y P I C A L ) FL A N G E D CO N N E C T I O N WA L L P E N E T R A T I O N , SE E D E T A I L 4 / M P 5 0 1 03 - A I - 1 03 - A I - 2 RE L I E F V A L V E EX P A N S I O N T A N K ET 1 3/4 " 1" 1" 3/4" Y- S T R A I N E R SITE GLASS GMU 1UNIT PU M P RELIEF VALVE 1" 1" GL Y C O L M A K E - U P SO L E N O I D V A L V E PR V PR E S S U R E G A U G E 3/4" MIN I M U M O F 3 G R O O V E D J O I N T CO U P L I N G S F O R V I B R A T I O N IS O L A T I O N ( T Y P I C A L ) SW I T C H F U R N I S H E D W I T H C H I L L E R IN S T A L L E D B Y M E C H A N I C A L CO N T R A C T O R W I R E D B Y E L E C T R I C A L CO N T R A C T O R 3/4 " C A P P E D D R A I N CO N T R O L S E N S O R S A N D F L O W (T Y P I C A L ) TH E R M O M E T E R GA U G E ( T Y P I C A L ) PR E S S U R E WA L L P E N E T R A T I O N , SE E D E T A I L 4 / M P 5 0 1 FSS FSS AIR C O O L E D WA T E R C H I L L E R C 1 AIR C O O L E D WA T E R C H I L L E R C 2 SL O P E P I P I N G TO A L L O W F O R CO M P L E T E DR A I N A G E 4" C H W S 4" C H W R 03 - A O - 7 03 - A O - 6 03 - D O - 2 03 - D I - 2 03 - A O - 2 03 - D O - 1 03 - D I - 1 03 - A O - 1 S 03 - A I - 4 S 03 - A I - 3 IN T E R L O C K R SE E D I V . 2 6 DIS C O N N E C T 46 0 / 6 0 / 3 PO W E R RE L A Y S 03 - D O - 3 BY P A S S VF D VF D - 3 CH P 1 VF D A L A R M CO N T A C T C L O S U R E BY P A S S ON EN A B L E R AU T O OF F HA N D R PO W E R ON F A U L T GVF D RVF D E X T E R N A L G R FA U L T R 03 - A O - 2 PU M P CH I L L E D W A T E R 03 - D I - 3 ST A R T / S T O P 24 V A C - C FR O M C O N T R O L L E R CO N T A C T SP E E D 03 - A I - 5 VF D F E E D B A C K 03 - D I - 5 IN T E R L O C K R SE E D I V . 2 6 DIS C O N N E C T 46 0 / 6 0 / 3 PO W E R RE L A Y S 03 - D O - 4 BYPASSVFD VFD-4CHP2VFD ALARMCONTACT CLOSUREBYPASSONENABLERAUTOOFFHANDRPOWERONFAULTGVFDRVFDEXTERNALGRFAULTR03-AO-3 PUMPCHILLED WATER03-DI-4 ST A R T / S T O P 24 V A C - C FR O M C O N T R O L L E R CO N T A C T SPEED03-AI-6 VFD FEED BACK 03-DI-6 CV - C 1 CV - C 2 FM 03 - A I - 1 0 CH I L L E D W A T E R GP M F L O W M E T E R LS PS LO W L E V E L S W I T C H PR O V I D E D W / U N I T PR E S S U R E S W I T C H WIR I N G , C O N D U I T A N D T E R M I N A T I O N DIV . 2 6 LO W L E V E L A L A R M WIR I N G , C O N D U I T A N D TE R M I N A T I O N B Y SE E D I V . 2 6 ON / O F F BY D I V . 2 5 12 0 / 6 0 / 1 P O W E R H N TA N K PR O V I D E D W / U N I T CO N T R O L P A N E L AIR S E P A R A T O R ST A N D , T A N K , P R O V I D E D AS P A R T O F U N I T . PU M P , I N L E T P I P I N G , DIV . 2 6 SO L E N O I D V A L V E PR O V I D E D W I T H TE R M I N A T I O N B Y WIR I N G , C O N D U I T A N D UN I T . TO E X P A N S I O N TA N K 03 - D I - 7 CH W R SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, Utah 84010 Telephone (801) 322-0487 Telefax (801) 322-0490 www.heatheng.com 8/6/2012 12:35:34 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\jbeal\Documents\REVIT PROJECTS\v12\11071-Mech-CF_Indianapolis Temple-v12_jbeal.rvt MECHANICAL CONTROL DIAGRAMS MI609Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012JTBChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MI6 0 9 MI6 0 9 MI6 0 9 MI6 0 9 CH I L L E D W A T E R S Y S T E M C O N T R O L D I A G R A M 1111 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MI6 0 9 MI6 0 9 MI6 0 9 MI6 0 9 GL Y C O L M A K E - U P U N I T ( G M U - 1 ) C O N T R O L D I A G R A M 2222 LS PS R C R C GMU 2 S SIT E GL A S S HWR HWS SHWS SHWR SH W R SH W S TO S N O W M E L T SY S T E M GM U 2 GL Y C O L M A K E - U P UN I T HX 2 HE A T E X C H A N G E R LO W W A T E R L I M I T S H U T DO W N P U M P A L A R M HO U S E K E E P I N G P A D ( T Y P . ) SE E D E T A I L 7 / M P 5 0 2 PU M P RE L I E F VA L V E 1" 1" ST R A I N E R GL Y C O L M A K E - U P SO L E N O I D V A L V E PR V PR E S S U R E G A U G E BA L L V A L V E WIT H T H R E A D E D HO S E C O N N E C T I O N WIT H C A P AS 3 AIR SE P A R A T O R AU T O M A T I C A I R V E N T W I T H BA L L V A L V E S H U T - O F F MA N U A L A I R V E N T (T Y P I C A L ) 3 / 4 " B A L L VA L V E PR E S S U R E G A U G E , TY P I C A L DR A I N V A L V E , TY P I C A L RE D U C E R , T Y P I C A L ET 3 EX P A N S I O N T A N K 1" P& T P L U G ( T Y P . ) CV - H 4 H W S H W R SE T F O R G P M S S SE T F O R G P M PU M P , S E E D E T A I L FL E X I B L E C O N N E C T I O N CO N C R E T E IN E R T I A B A S E 8/M P 5 0 1 ( T Y P . ) BA S E M O U N T E D (T Y P I C A L ) SM P 1 SM P 2 BA L A N C I N G B U T T E R L F Y BU T T E R F L Y V A L V E 3/4 " T O DR A I N GA U G E (T Y P I C A L ) PR E S S U R E VA L V E ( T Y P ) (T Y P I C A L ) 3/4 " T O DR A I N 03 - A I - 8 03 - A I - 7 03 - A O - 5 LO W L E V E L S W I T C H PR O V I D E D W / U N I T PR E S S U R E S W I T C H WIR I N G , C O N D U I T A N D T E R M I N A T I O N DIV . 2 6 LO W L E V E L A L A R M WIR I N G , C O N D U I T A N D TE R M I N A T I O N B Y SE E D I V . 2 6 ON / O F F BY D I V . 2 5 12 0 / 6 0 / 1 P O W E R H N TANK PR O V I D E D W / U N I T CO N T R O L P A N E L AIR S E P A R A T O R STAND, TANK, PROVIDED AS PART OF UNIT.PUMP, INLET PIPING,DIV. 26 SOLENOID VALVE PROVIDED WITHTERMINATION BYWIRING, CONDUIT AND UNIT.TO EXPANSION TANK 03 - D I - 8 SHWS A SE E D I V . 2 6 ST A R T E R PO W E R 24 V A C - C FR O M C O N T R O L L E R 03 - D O - 5 SE E D I V 2 6 . 20 8 / 6 0 / 3 FU S E 12 0 V H 0 O.L . ' S CT 03 - D I - 9 AU X . C O N T A C T S CO N T A C T O R W I T H (W H E R E R E Q . ) TR A N S F O R M E R LO C A L P I L O T PU M P SN O W M E L T I N G SM P 1 GLYCOL MAKE-UP UNIT A SE E D I V . 2 6 ST A R T E R PO W E R 24 V A C - C FR O M C O N T R O L L E R 03 - D O - 6 SE E D I V 2 6 . 20 8 / 6 0 / 3 FU S E 12 0 V H 0 O.L . ' S CT 03 - D I - 1 0 AU X . C O N T A C T S CO N T A C T O R W I T H (W H E R E R E Q . ) TR A N S F O R M E R LO C A L P I L O T PU M P SN O W M E L T I N G SM P 2 LOCAL SNOW / ICE SENSOR MONITOR (TYP. OF 4) CO N T R O L W I R I N G I N CO N D U I T B Y D I V . SN O W M E L T I N G SL A B SN O W / I C E SE N S O R (T Y P . O F 4 ) 12 0 V A C BY D I V . 2 6 03-DI-11SIGNAL FROM ZONE 1 MONITOR TO 03 DDC CONTROLLER 03-DI-12SIGNAL FROM ZONE 2 03-DI-13SIGNAL FROM ZONE 3MONITOR TO 03 DDC CONTROLLER MONITOR TO 03 DDC CONTROLLER 4 " H W R 4 " H W S 3/4 " 3/4 " F R O M U N I T H E A T E R , U H - 2 SE E D R A W I N G M P 6 0 2 F O R CO N T I N U A T I O N 4 " H W R 4 " H W S SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, Utah 84010 Telephone (801) 322-0487 Telefax (801) 322-0490 www.heatheng.com 8/6/2012 12:35:35 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\jbeal\Documents\REVIT PROJECTS\v12\11071-Mech-CF_Indianapolis Temple-v12_jbeal.rvt MECHANICAL CONTROL DIAGRAMS MI610Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012JTBChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MI6 1 0 MI6 1 0 MI6 1 0 MI6 1 0 SN O W M E L T I N G S Y S T E M C O N T R O L D I A G R A M 1111 R 120V POWER BY DIV. 26 FLOAT AND PUMP POWER CABLING FURNISHED WITH SUMP PUMP. INSTALLED AND TERMINATED BY DIVISION 26. CO N T A C T C L O S U R E HIG H L E V E L A L A R M CO N T R O L L E R W I T H L O C A L AN D R E M O T E A L A R M FU R N I S H E D W I T H S U M P PU M P . M O U N T E D A N D WIR E D A N D T E R M I N A T E D BY D I V . 2 6 . 03 - D I - 1 6 SP 2 03 - D I - 1 5 SP 1 3/ 4 " 1" AC 1 CR P 1 CR U 1 BD S 1 ES B 1 SS C T 1 RE T U R N U N I T CO N D E N S A T E PS - 2 0-1 0 0 AIR C O M P R E S S O R 3/4 " HIG H L E V E L DIV . 1 6 0 0 0 12 0 / 6 0 / 1 PO W E R B Y ST A R T E R S AL T E R N A T I N G PA N E L W I T H CO N D E N S A T E P U M P I N G U N I T LE V E L S W I T C H OP E R A T I N G SW I T C H TR E A T M E N T TE R M I N A T I O N BY D I V . 2 5 WIR I N G A N D C O N D U I T CO N T R O L L E R TR E A T M E N T CH E M I C A L 12 0 V P O W E R BY D I V . 2 6 CH E M I C A L 3/4 " 1-1/4"VENT 3/4 " SE P A R A T O R ES B 1 OP E R A T I N G CO N T R O L S BO I L E R 12 0 V TO D R A I N ST E A M B O I L E R BL O W D O W N PA N E L BO I L E R C O N T R O L 2"VENT P 0 3 - A I - 1 1 EM E R G E N C Y B O I L E R SH U T - O F F 03 - D O - 0 8 03 - D I - 2 0 03 - D I - 1 9 ST E A M S Y S T E M 03 - A I - 0 9 CONTRACTOR. (FOR THE BREAK ROOM,INSTALLED BY HVAC CONTROLSFURNISHED BY UNIT MANUFACTURERTHERMOSTAT AND CONTROLLER,WALL MOUNTED PROGRAMMABLEAND SIZE OF WIRES REQUIRED WITHIN CONDUIT. VERIFY EXACT NUMBERPROVIDE LOW VOLTAGE CONTROL WIRING 20 8 / 6 0 / 1 12 0 / 6 0 / 1 PO W E R B Y DIV . 2 6 CONTROL WIRING BY DIV. 25CONTROL WIRINGBY DIV. 25 UNIT MANUFACTURER.BY DIV. 26208/60/1 POWER OU T D O O R UN I T SA C 1 (NOT REQUIRED FOR WIRELESS CONTROL)DISCONNECT GROUND RIO - D I - 1 AL A R M S BY D I V . 2 5 CO N T R O L W I R I N G IN D O O R U N I T SA C 1 DIS C O N N E C T ONE CONTROLLER CONTROLS TWO INDOOR UNITS). RIO - A I - 1 TE M P E R A T U R E SP A C E SE N S O R 12 0 V O L T O.L . CE I L I N G E X H A U S T FA N M O T O R LIG H T S W I T C H W I T H AD J U S T A B L E 5 - 6 0 M I N . TIM E D E L A Y M SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, Utah 84010 Telephone (801) 322-0487 Telefax (801) 322-0490 www.heatheng.com 8/6/2012 12:35:35 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\jbeal\Documents\REVIT PROJECTS\v12\11071-Mech-CF_Indianapolis Temple-v12_jbeal.rvt MECHANICAL CONTROL DIAGRAMS MI611Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012JTBChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MI611MI611MI611MI611 SU B M E R S I B L E D U P L E X S U M P C O N T R O L D I A G R A M 1111 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MI6 1 1 MI6 1 1 MI6 1 1 MI6 1 1 ST E A M B O I L E R C O N T R O L D I A G R A M 3333 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MI611MI611MI611MI611 SA C - 1 S P L I T S Y S T E M A I R C O N D I T I O N I N G U N I T CO N T R O L D I A G R A M 2222 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MI6 1 1 MI6 1 1 MI6 1 1 MI6 1 1 CE I L I N G E X H A U S T F A N C O N T R O L D I A G R A M 4444 NOTES: FO N T E Q U I P M E N T L E G E N D FRP-ELC MATERIAL LIST WA T E R TR E A T M E N T CO N T R O L L E R . 3/8 " P O L Y T U B I N G . 3/8 " P O L Y T U B I N G . CO F E E D U N I T . 2 HY P O C H L O R I T E SO L U T I O N T A N K . 3/8 " P O L Y - T U B I N G . CO P P E R T O PV C A D A P T E R . 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 1"1" 1" V S FS PL A T E A N D FR A M E H E A T EX C H A N G E R 30 - 2 4 0 ° F 30 - 2 4 0 ° F 3 0 - 2 4 0 ° F 30 - 2 4 0 ° F FO N T F I L T E R . FL O O R S I N K FL O O R S I N K FL O W L I M I T I N G VA L V E . L I M I T FL O W T O 5 0 GP M . MO T O R I Z E D DR A I N VA L V E . 2"2" 2" 2" 1/2 " S C H E D U L E 80 P V C P I P E . 1/2 " S C H E D U L E 80 P V C P I P E . 3/8 " P O L Y - T U B I N G . FL O W C E L L BO T T O M D R A I N SU P P L Y OV E R F L O W D R A I N SK I M M E R / RE T U R N SK I M M E R / RE T U R N FO N T BA L A N C I N G V A L V E . BA L L V A L V E W I T H LO C K I N G H A N D L E . SK I D M O U N T E D E Q U I P M E N T & PIP I N G B Y F O N T E Q U I P M E N T SU P P L I E R . LIQ U I D L E V E L SE N S O R U N I T . LC - 1 BA L A N C I N G VA L V E . B A L L VA L V E W I T H LO C K I N G H A N D L E . 3/4 " 3/4 " 1" LIN E T O F L O W ME T E R CO N N E C T I O N I N CO N T R O L P A N E L . SA D D L E W I T H S E N S O R . 1 2 3 4 5 6 7 9 108 11 12 13 14 15 16 17 NU M B E R NUMBERITEM SYMBOL AND NAME RE M A R K S IT E M S Y M B O L A N D N A M E REMARKS 1 2 FV - 1 F I L L V A L V E 4 5 6 CO CY L I N D E R . CH A I N T O WA L L . 2 2 2 3 7 8 CH E M I C A L FE E D P U M P . 9 2 10 11 12 FO N T C I R C U L A T I O N P U M P . PR O V I D E C U R R E N T T R A N S D U C E R TO E N A B L E P U M P F H P - 1 TH R O U G H B M C S . 13 14 15 16 17 BY O T H E R S HWS HWR FW S FW R FW R 2" 2" 2" LE V E L S E N S O R IN L E T F I T T I N G . F- 5 1 2 3 4 F- 2 F-2 F- 3 F- 4 F- 1 DV - 1 FS - 1 FC P - 1 FF - 1 TS - 1 FV - 1 HV - 1 HX - 1 MW V - 1 DESCRIPTIONQUANTITY HONEYWELL MODULEPART NUMBER 1WEB-201-0 IO-34-H TR100VA004HONEYWELL CONTROLLER RIB TRANSFORMER11 1PS5R-SC24IDEC POWER SUPPLY 11Q604018PCIQRRPOLYCARBONATE ENCLOSURE2HW-F01 HWIP-1FQD-G-24IDEC CONTACT BLOCK IDEC PILOT LIGHT GREEN TO F O N T H E A T I N G P U M P F H P - 1 . BY D I V . 2 3 . 5 6 2" DIE L E C T R I C U N I O N I F R E Q U I R E D FO R D I S S I M I L A R M E T A L S . BY M E C H A N I C A L SU B C O N T R A C T O R . 7 1/2 " F E M A L E AD A P T O R . 1/2 " F E M A L E A D A P T O R . 2"X 2 " X 1 / 2 " F E M A L E TH R E A D . 2"X 2 " X 1 / 2 " FE M A L E T H R E A D . 2" 3" M I N I M U M . 18 FC P - 1 CO N T A C T O R HO A . 18 11SH1B-05IDEC RELAY BASE1HW1S-3TF20IDEC 3 POSITION SWITCH 2HWIP-1FQD-R-24IDEC PILOT LIGHT RED 1HWIP-1FQD-A-24IDEC PILOT LIGHT AMBER 1L8-10/1/BS&S CIRCUIT BREAKER 4RH1B-ULDC24VIDEC 1 POLE RELAY 7RH1B-ULAC24VIDEC 1 POLE RELAY 8 9NETWORK ID PROVIDED BY OWNER.CONTROL CONTRACTOR SHALL PROVIDE NETWORK CONNECTION TO CONNECT FRP-ELC TO THE OWNER INTRANET.DESIRED FONT WATER TEMPERATURE IS 95 DEGREES F. (35 DEGREES C.)BAPTISMAL FONT VOLUME IS APPROXIMATELY 800 GAL (3028 LITERS). DESIRED FONT WATER EXCHANGE RATE IS ONCE EVERY 20 MINUTES, WHICH RESULTS IN A RECIRCULATION RATE OF APPROXIMATELY 40 GPM (151 L/MIN.)ALL 1/2" - 2" PVC FONT PIPING SHALL BE SCHEDULE 80. PIPING SUPPLYING PRIMARY HEATING WATER TO HX-1 SHALL BE TYPE L COPPER.COORDINATE FONT PIPING AND EQUIPMENT WITH STRUCTURE,DUCTWORK, ELECTRICAL, AND CONTROL CONTRACTOR.FONT FITTINGS SHALL BE FLASHED INTO WATERPROOFING MEMBRANE.SEE ARCHITECTURAL DETAILS FOR MEMBRANE LOCATION AND INSTALLATION.REFER TO SPECIFICATIONS FOR SEQUENCE OF CONTROL OF FONT EQUIPMENT.REFER TO SPECIFICATIONS FOR DETAILED DESCRIPTION OF ALL FONT RELATED EQUIPMENT. FU R N I S H E D , I N S T A L L E D , A N D WIR E D B Y F O N T E Q U I P M E N T SU P P L I E R . FU R N I S H E D , I N S T A L L E D , A N D WIR E D B Y F O N T E Q U I P M E N T SU P P L I E R . FU R N I S H E D , I N S T A L L E D , A N D WIR E D B Y F O N T E Q U I P M E N T SU P P L I E R . FU R N I S H E D A N D I N S T A L L E D B Y FO N T E Q U I P M E N T S U P P L I E R FU R N I S H E D A N D I N S T A L L E D B Y FO N T E Q U I P M E N T S U P P L I E R FU R N I S H E D A N D I N S T A L L E D B Y FO N T E Q U I P M E N T S U P P L I E R FU R N I S H E D A N D I N S T A L L E D B Y FO N T E Q U I P M E N T S U P P L I E R . FU R N I S H E D A N D I N S T A L L E D B Y FO N T E Q U I P M E N T S U P P L I E R . FU R N I S H E D A N D I N S T A L L E D B Y FO N T E Q U I P M E N T S U P P L I E R FURNISHED BY FONT EQUIP.SUPPLIER. MOUNTED AND WIRED BY ELECTRICAL CONTRACTOR.FURNISHED, INSTALLED, AND WIRED BY FONT EQUIP. SUPPLIER.FURNISHED AND INSTALLED BY FONT EQUIP. SUPPLIER. WIRED BY CONTROL CONTRACTOR.FURNISHED, INSTALLED, AND WIRED BY FONT EQUIP. SUPPLIER.FURNISHED AND INSTALLED BY FONT EQUIP. SUPPLIER.WIRED BY CONTROL CONT.FURNISHED BY FONT EQUIPMENT SUPPLIER. INSTALLED BY MECH.CONT., WIRED BY CONTROL CONT.FURNISHED BY FONT EQUIPMENT SUPPLIER. INSTALLED BY MECH CONT., WIRED BY ELEC. CONT.FURNISHED AND INSTALLED BY FONT EQUIPMENT SUPPLIER. WIRED BY ELEC. CONTRACTOR.WATER TREATMENT CONTROLLER FCP-1 FONT CIRCULATION PUMP DV-1 MOTORIZED DRAIN VALVE LIQUID LEVEL SENSOR UNIT. LC-1 FONT CONTROL PANEL FRP-ELC FS-1 SENSOR FOR ALARM.TS-1 TEMPERATURE SENSOR CONTACTOR HOA FOR FCP-1. HY P O C H L O R I T E SO L U T I O N T A N K CH E M I C A L F E E D PU M P CO F E E D U N I T . CO G A S P R E S S U R E RE G U L A T O R CO C Y L I N D E R FF - 1 F O N T F I L T E R W I T H SL I D E V A L V E . HX - 1 H E A T EX C H A N G E R . HV - 1 F O N T W A T E R HE A T I N G C O N T R O L V A L V E . MW V - 1 M A K E - U P WA T E R V A L V E . FO N T CO N T R O L PA N E L F R P - E L C . SE E D R A W I N G MI6 1 3 SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, Utah 84010 Telephone (801) 322-0487 Telefax (801) 322-0490 www.heatheng.com 8/6/2012 12:35:36 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\jbeal\Documents\REVIT PROJECTS\v12\11071-Mech-CF_Indianapolis Temple-v12_jbeal.rvt MECHANICAL CONTROL DIAGRAMS MI612Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012JTBChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MI6 1 2 MI6 1 2 MI6 1 2 MI6 1 2 FO N T S Y S T E M P I P I N G C O N T R O L D I A G R A M 1111 GE N E R A L N O T E S Powered by FRAMEWORK AX IN P U T 30 w PO W E R S U P P L Y PS 5 R - S C 2 4 OU T P U T OU T P U T 24 1 . 3 A VD C DC O N VR . id e c 50 / 6 0 Hz 10 0 - 2 4 0 V A C . 9 A ID E C I Z U M I C O R P MA N U F A C T U R E D I N T A I W A N UL C US L I S T E D PO W E R S U P P L Y FO R H A Z . L O C . TU V AD J 1L A 2 CL A S S 2 PO W E R S U P P L Y X gnia ara -230/240V UL 1077 sprecher+schuh B 5A L8 100003 PRIMARY WIRES:VA RATING 50VATR100VA004 BlkWhtCOM120V SECONDARY WIRES: YelYel-WhtCOM120Vac C ULCUSC LISTED 4G02E197146 PF.1.0 F +- 1 15 A TS-1V+Vo OUT FIL L / R U N D R A I N OF F G R A I- 3 I- 2 I- 1 RU N OF F DR A I N 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 24 25 N G2627 RE D OR LT . G R Y V+Vo OUTBRNBLUBLKBRNBLUBLKOMRON E2K-X4MEI. FS-1.LIQUID LEVEL SENSOR UNIT.OMRON E2K-X4MEI. LC-1.HIGH WATER LEVEL SENSOR.REMOTE PILOT LIGHT ASSEMBLY MOUNTED IN FONT ADMINISTRATION AREA. SEE FLOOR PLAN FOR LOCATION.RIGID ROUGH-IN:STANDARD ELECTRICAL BOX 2"X4"X2" DEEP.VERTICAL MOUNT.TEMPERATURE SENSORTO FCP-1 FONT CIRCULATION PUMP STARTER WITH HOA TO FONT CHEMICAL FEEDER PANEL COM BL U Q3MAKE-UP WATER VALVE MWV-1. HONEYWELL 3/4" 2-WAY 29CV 2-POS.VBN2BM3POC (VBN2BM3POX/MS8105A1030) BL K L1 N G 24 V H O T 24 V C O M -+ HEATING VALVE HV-1. HONEYWELL 2" 3-WAY 38CV MODULATING VBN3FN3POD (VBN3FN3POX/MS7505A2030)120V AC/ 60 HZ.BY DIV 26.Q2 Q1 RE D BL U FILL VALVE FV-1. HONEYWELL 1" 2-WAY 54CV 2 POS VBN2CP3POC (VBN2CP3POX/MS8105A1030)DRAIN VALVE DV-1. HONEYWELL 2" 2-WAY 71CV 2 POS.VBN2FR3POC (VBN2FR3POX/MS8105A1030) BL U BLK HONEYWELL C7041D2001 W/50001774-001 WELL. LO C A T E D I N C O V E R O F F O N T PA N E L E N C L O S U R E . PROVIDE PLASTIC LAMINATE TAG BELOW PILOT LIGHT LABELED "FONT SYSTEM IN OPERATION WHEN ILLUMINATED". 23 CT-RELAY MONITORING FCP-1 FONT CIRCULATING PUMP. VIO VIO RE D BL K OR RE D BL K OR DK . G R Y LT . G R Y BL K YE L BL U WH T DK . G R Y LT . G R Y BL U YE L L N -V +V IR - 4 IR - 3 12 0 V A C G 1R - 2 IR - 1 OR - 1 OR - 2 OR - 1 OR - 2 24 V C O M BR N RED START HOT COM WEB-IO-34 D1D2D3D4 STATPWR ON D5D6D7D8D9D10 U1 INPUT PWR 24VAC/DC OR - 3 OR - 4 OR - 5 1R - 4 1R - 3 1R - 2 1R - 1 OR - 3 OR - 4 OR - 5 BL K / W H T BR N / W H T OR G / W H T RE D / WH T WH T / R E D WH T / R E D WH T / R E D BL K BR N RE D OR G YE L LT . B L U BR N / W H T BL K / W H T RE D / W H T OR G / W H T YE L / W H T LT . B L U / W H T YEL YEL BL K WH T / R E D RE D BL U / W H T YE L / WH T BL K OR G WH T YE L OR G RE D BL U OR G BL K WH T / R E D WH T / B L K BL U YE L BL U YE L BL K WH T BL K WH T / B L K OR - 6 OR - 7 VIO / W H T GR Y / W H T 28 BL K 29 BL K 30 BR N 31 BR N OR - 6 OR - 7 ALARM RELAYFHP ENABLE TO FHP RELAY ON BMCS INPUT OVU2U3OVU4U5OVU6U7OVU8U9OVU10U11OVU12U13OVU14U15OVU16 UNIVERSAL INPUTS 1-8 UNIVERSAL INPUTS 9-16 D11C2D2D33C4D4D55C6D6D77C8D8D99C10D10A01OVAO2AO3OVAO4AO5OVAO6AO7OVAO8 ANALOG OUTPUTSDIGITAL OUTPUTS 1-10 14 16 17 2 1 13 12 3 03-DI-19 03-DI-18 1. P R O G R A M M I N G O F B A P T I S T R Y C O N T R O L L E R ( W E B 2 0 1 ) B Y FO N T P A N E L S U P P L I E R ( C E M ) . GR A P H I C G E N E R A T I O N O F R E L A T E D F O N T S Y S T E M C O N T R O L PO I N T S B Y B M C S C O N T R O L C O N T R A C T O R . 2. PR O V I D I N G , I N S T A L L I N G , A N D T E R M I N A T I O N O F L O C A L NE T W O R K W I R I N G F R O M W E B S 2 0 1 T O L O C A L N E T W O R K 3. SW I T C H B Y B M C S C O N T R O L C O N T R A C T O R . RE D WEB-201 LO C A L N E T W O R K C A T 5 EX T E N D T O N E A R E S T BM C S S W I T C H L O C A T I O N PR O V I D E F I E L D M O U N T E D T R A N S F O R M E R I F S U P P L Y V O L T A G E IS O T H E R T H A N 1 2 0 V A C . S E C O N D A R Y C U R R E N T M I N I M U M 4. 2 A M P S . CO N T R O L C O N T R A C T O R S H A L L P R O V I D E N E T W O R K CO N N E C T I O N T O C O N N E C T F R P - E L C F O N T C O N T R O L P A N E L T O 5. BU I L D I N G M A N A G E M E N T C O N T R O L S Y S T E M ( B M C S ) N E T W O R K AN D T H E O W N E R I N T R A N E T . SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, Utah 84010 Telephone (801) 322-0487 Telefax (801) 322-0490 www.heatheng.com 8/6/2012 12:35:36 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\jbeal\Documents\REVIT PROJECTS\v12\11071-Mech-CF_Indianapolis Temple-v12_jbeal.rvt MECHANICAL CONTROL DIAGRAMS MI613Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012JTBChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MI6 1 3 MI6 1 3 MI6 1 3 MI6 1 3 FO N T C O N T R O L P A N E L W I R I N G D I A G R A M 1111 sp r e c h e r + sc h u h 2 4 V 5 0 A / 6 0 H Z A1 A2 sp r e c h e r + sc h u h 2 T 1 4 T 2 6 T 3 1 4 N O 1 L 1 3 L 2 5 L 3 1 3 N O CA 7 -2 3 10 95 9 6 9 7 9 8 N.C . N . O . CE P 7 TR I P TR I P ST A T U S RE S E T 7 410 13 15 3.2 TE S T 2 T 1 4 T 2 6 T 3 - 12 1 3 14 BL K / W H T BL U G H O A BL K / W H T YE L BL K GRND BLK YEL BLU BLU BL U BLK/WHT YEL BLK 18 REFER TO SHEET P1.0 TO C O N T R O L L E R TE R M I N A L S 1 2 , 1 3 AN D 1 4 . S E E DR A W I N G M I 6 _ _ SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, Utah 84010 Telephone (801) 322-0487 Telefax (801) 322-0490 www.heatheng.com 8/6/2012 12:35:37 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\jbeal\Documents\REVIT PROJECTS\v12\11071-Mech-CF_Indianapolis Temple-v12_jbeal.rvt MECHANICAL CONTROL DIAGRAMS MI614Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012JTBChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MI6 1 4 MI6 1 4 MI6 1 4 MI6 1 4 FO N T C O N T A C T O R H - O - A 1111 DDC CONTROLLER 01 CONTROLLER TYPE: HONEYWELL WEBS 600 LOCATION: MECHANICAL LEVEL FAN ROOM POINTPOINT NO.DESCRIPTIONTYPE DIGITAL INPUTS 1AHU-100, VFD-100 ALARMDI 2AHU-100, VFD-101 ALARMDI 3RAF-100A, VFD-102 ALARMDI 4RAF-100A, VFD-103 ALARMDI 5RAF-100B, VFD-104 ALARMDI 6RAF-100B, VFD-105 ALARMDI 7SF-100 RUN STATUS CT (VFD-100)DI 8SF-100 RUN STATUS CT (VFD-101)DI 9RAF-100A RUN STATUS CT (VFD-102)DI 10RAF-100A RUN STATUS CT (VFD-103)DI 11RAF-100B RUN STATUS CT (VFD-103)DI 12RAF-100B RUN STATUS CT (VFD-104)DI 13AHU-100, MIXED AIR LOW DUCT STATIC SAFETYDI 14RAF-100A, RETURN AIR LOW DUCT STATIC SAFETYDI 15RAF-100B, RETURN AIR LOW DUCT STATIC SAFETYDI 16AHU-100, SUPPLY AIR HIGH DUCT STATIC SAFETYDI 17AHU-100, FREEZE STAT ALARMDI 18AHU-100, BUILDING FIRE ALARMDI 19COIL CIRCULATING PUMP CP-100 STATUSDI 20HUMIDIFIER ALARMDI 21BUILDING STATIC HIGH LIMITDI 22DMA-1, VFD-9 ALARMDI 23DMA-1, VFD-9 RUN STATUS CTDI 24COIL CIRCULATING PUMP CP-200 STATUSDI 25DEF-1, VFD-7 ALARMDI 26DEF-2, VFD-8 ALARMDI 27DEF-1, VFD-7 RUN STATUS CTDI 28DEF-2, VFD-8 RUN STATUS CTDI 29DRYER NO. 1 STATUS CTDI 30DRYER NO. 2 STATUS CTDI 31DRYER NO. 3 STATUS CTDI 32DRYER NO. 4 STATUS CTDI 33EF-1, VFD-5 ALARMDI 34EF-2, VFD-6 ALARMDI 35EF-3, VFD-10 ALARMDI 36EF-1, VFD-5 RUN STATUS CTDI 37EF-2, VFD-6 RUN STATUS CTDI 38EF-3, VFD-10 RUN STATUS CTDI 39SPAREDI 40SPAREDI ANALOG INPUTS 1AHU-100, VFD-100 FEEDBACK SIGNAL (HZ)AI 2AHU-100, VFD-101 FEEDBACK SIGNAL (HZ)AI 3RAF-100A, VFD-102 FEEDBACK SIGNAL (HZ)AI 4RAF-100A, VFD-103 FEEDBACK SIGNAL (HZ)AI 5RAF-100B, VFD-104 FEEDBACK SIGNAL (HZ)AI 6RAF-100B, VFD-105 FEEDBACK SIGNAL (HZ)AI 7RAF-100A, RETURN AIR TEMPERATUREAI 8RAF-100B, RETURN AIR TEMPERATUREAI 9RAF-100A, VOC SENSORAI 10RAF-100B, VOC SENSORAI 11AHU-100 AND AHU-200 OUTSIDE AIR FLOW VOLUMEAI 12AHU-100, MIXED AIR TEMPERATUREAI 13RAF-100A, RETURN AIR HUMIDITYAI 14RAF-100B, RETURN AIR HUMIDITYAI 15AHU-100, DISCHARGE AIR HUMIDITYAI 16AHU-100, DISCHARGE AIR TEMPERATUREAI 17CC-100 CHWR TEMPERATUREAI 18AHU-100, FILTER DPAI 19AHU-100, OUTSIDE AIR TEMPERATUREAI 20AHU-100, OUTSIDE AIR HUMIDITYAI 21DUCT STATIC PRESSUREAI 22BUILDING STATIC PRESSUREAI 23RAF-100A, RETURN AIR DPAI 24RAF-100B, RETURN AIR DPAI 25DMA-1 VFD-9 FEEDBACK SIGNAL (HZ)AI 26DMA-1 FILTER DPAI 27DMA-1 DISCHARGE TEMPERATUREAI 28DMA-1 OUTSIDE AIR TEMPERATUREAI 29DEF-1 VFD-7 FEEDBACK SIGNAL (HZ)AI 30DEF-2 VFD-8 FEEDBACK SIGNAL (HZ)AI 31EXHAUST DUCT NO. 1 DIFFERENTIAL PRESSUREAI 32EXHAUST DUCT NO. 2 DIFFERENTIAL PRESSUREAI 33DRYER ENCLOSURE SPACE TEMPERATUREAI 34DRYER ENCLOSURE SPACE DIFF. PRESSUREAI 35EF-1 VFD-5 FEEDBACK SIGNAL (HZ)AI 36EF-2 VFD-6 FEEDBACK SIGNAL (HZ)AI 37EF-3 VFD-10 FEEDBACK SIGNAL (HZ)AI 38AHU-100 AND AHU-200 OUTSIDE AIRFLOWAI 39AHU200 OUTSIDE AIRFLOWAI 40SPAREAI DIGITAL OUTPUTS 1AHU-100, VFD-100 ENABLE/DISABLEDO 2AHU-100, VFD-101 ENABLE/DISABLEDO 3RAF-100A, VFD-102 ENABLE/DISABLEDO 4RAF-100A, VFD-103 ENABLE/DISABLEDO 5RAF-100B, VFD-104 ENABLE/DISABLEDO 6RAF-100B, VFD-105 ENABLE/DISABLEDO 7COIL CIRCULATING PUMP CP-100 START/STOPDO 8HUMIDIFIER H-100 ENABLE/DISABLEDO 9DMA-1, VFD-9 ENABLE/DISABLEDO 10COIL CIRCULATING PUMP CP-200 START/STOPDO 11DEF-1, VFD-7 ENABLE/DISABLEDO 12DEF-2, VFD-8 ENABLE/DISABLEDO 13EF-1, VFD-5 ENABLE/DISABLEDO 14EF-2, VFD-6 ENABLE/DISABLEDO 15EF-3, VFD-10 ENABLE/DISABLEDO 16SPAREDO 17SPAREDO 18SPAREDO ANALOG OUTPUTS 1AHU-100, VFD-100 SPEEDAO 2AHU-100, VFD-101 SPEEDAO 3RAF-100A, VFD-102 SPEEDAO 4RAF-100A, VFD-103 SPEEDAO 5RAF-100B, VFD-104 SPEEDAO 6RAF-100B, VFD-105 SPEEDAO 7OAD-100 OUTSIDE AIR DAMPER CONTROLAO 8RAD-100 RETURN AIR DAMPER CONTROLAO 9RAD-101 RETURN AIR DAMPER CONTROLAO 10RAD-102 RETURN AIR DAMPER CONTROLAO 11EAD-101 RELIEF AIR DAMPER CONTROLAO 12EAD-102 RELIEF AIR DAMPER CONTROLAO 13CHW CONTROL VALVE CV-C100 MODULATIONAO 14HW CONTROL VALVE CV-H100 MODULATIONAO 15DMA-1, VFD-9 SPEEDAO 16HW CONTROL VALVE CV-H200 MODULATIONAO 17DEF-1, VFD-7 SPEEDAO 18DEF-2, VFD-8 SPEEDAO 19EF-1, VFD-5 SPEEDAO 20EF-2, VFD-6 SPEEDAO 21EF-3, VFD-10 SPEEDAO 22HW CONTROL VALVE CV-H101 MODULATIONAO 23SPAREAO 24SPAREAO DD C C O N T R O L L E R 0 2 CO N T R O L L E R T Y P E : H O N E Y W E L L W E B S 6 0 0 LO C A T I O N : M E C H A N I C A L L E V E L B O I L E R R O O M PO I N T PO I N T NO . DE S C R I P T I O N TY P E DI G I T A L I N P U T S 1 BO I L E R B - 1 A L A R M DI 2 BO I L E R B - 2 A L A R M DI 3 P U M P B C P - 1 R U N S T A T U S C T DI 4 P U M P B C P - 2 R U N S T A T U S C T DI 5 PU M P H W P - 1 , V F D - 1 A L A R M DI 6 PU M P H W P - 2 , V F D - 2 A L A R M DI 7 PU M P H W P - 1 , R U N S T A T U S C T ( V F D - 1 ) DI 8 PU M P H W P - 2 , R U N S T A T U S C T ( V F D - 2 ) DI 9 V F - 5 S T A T U S C T DI 10 P U M P D C P - 1 R U N S T A T U S DI 11 PU M P D C P - 2 R U N S T A T U S DI 12 S P A R E DI 13 S P A R E DI 14 S P A R E DI 15 S P A R E DI 16 S P A R E DI AN A L O G I N P U T S 1 PU M P H W P - 1 , V F D - 1 F E E D B A C K S I G N A L AI 2 PU M P H W P - 2 , V F D - 2 F E E D B A C K S I G N A L AI 3 B O I L E R B - 1 H W S T E M P E R A T U R E AI 4 B O I L E R B - 2 H W S T E M P E R A T U R E AI 5 S Y S T E M H W S T E M P E R A T U R E AI 6 SY S T E M H W R T E M P E R A T U R E AI 7 HW S Y S T E M D I F F E R E N T I A L P R E S S U R E AI 8 B O I L E R R O O M S P A C E T E M P E R A T U R E AI 9 SP A R E AI 10 S P A R E AI 11 SP A R E AI 12 SP A R E AI 13 SP A R E AI 14 S P A R E AI 15 S P A R E AI 16 S P A R E AI DI G I T A L O U T P U T S 1 BO I L E R B - 1 E N A B L E / D I S A B L E DO 2 BO I L E R B - 2 E N A B L E / D I S A B L E DO 3 BO I L E R C I R C U L A T I N G P U M P B C P - 1 S T A R T / S T O P DO 4 BO I L E R C I R C U L A T I N G P U M P B C P - 2 S T A R T / S T O P DO 5 BO I L E R B - 1 I S O L A T I O N V A L V E C V - H 6 O P E N / C L O S E DO 6 BO I L E R B - 2 I S O L A T I O N V A L V E C V - H 7 O P E N / C L O S E DO 7 PU M P H W P - 1 , V F D - 1 E N A B L E / D I S A B L E DO 8 PU M P H W P - 2 , V F D - 2 E N A B L E / D I S A B L E DO 9 VF - 5 S T A R T / S T O P DO 10 DO M . W T R . C I R C . P U M P D C P - 1 S T A R T / S T O P DO 11 DO M . W T R . C I R C . P U M P D C P - 2 S T A R T / S T O P DO 12 UN I T H E A T E R U H - 1 S T A R T / S T O P DO 13 UN I T H E A T E R C O N T R O L V A L V E C V - H 2 O P E N / C L O S E DO 14 S P A R E DO 15 S P A R E DO 16 S P A R E DO 17 SP A R E DO 18 S P A R E DO AN A L O G O U T P U T S 1 PU M P H W P - 1 , V F D - 1 S P E E D AO 2 PU M P H W P - 2 , V F D - 2 S P E E D AO 3 HW M I X I N G C O N T R O L V A L V E C V - H 1 M O D U L A T I O N AO 4 S P A R E AO 5 S P A R E AO 6 S P A R E AO 7 SP A R E AO 8 S P A R E AO DD C C O N T R O L L E R 0 3 CO N T R O L L E R T Y P E : H O N E Y W E L L W E B S 6 0 0 LO C A T I O N : B A S E M E N T M E C H A N I C A L PO I N T PO I N T NO . DE S C R I P T I O N TY P E DI G I T A L I N P U T S 1 CH I L L E R C - 1 S T A T U S / A L A R M DI 2 CH I L L E R C - 2 S T A T U S / A L A R M DI 3 PU M P C H W P - 1 , V F D - 3 A L A R M DI 4 PU M P C H W P - 2 , V F D - 4 A L A R M DI 5 PU M P C H W P - 1 , R U N S T A T U S C T ( V F D - 3 ) DI 6 PU M P C H W P - 2 , R U N S T A T U S C T ( V F D - 4 ) DI 7 GL Y C O L M A K E U P U N I T G M U - 1 L O W L E V E L A L A R M DI 8 GL Y C O L M A K E U P U N I T G M U - 2 L O W L E V E L A L A R M DI 9 P U M P S M P - 1 R U N S T A T U S DI 10 P U M P S M P - 2 R U N S T A T U S DI 11 ZO N E 1 S N O W / I C E S E N S O R M O N I T O R S T A T U S DI 12 ZO N E 2 S N O W / I C E S E N S O R M O N I T O R S T A T U S DI 13 ZO N E 3 S N O W / I C E S E N S O R M O N I T O R S T A T U S DI 14 S P A R E DI 15 S U M P P U M P S P - 1 A L A R M DI 16 S U M P P U M P S P - 2 A L A R M DI 17 FP - 1 S T A T U S C T DI 18 F O N T H I G H W A T E R L E V E L A L A R M DI 19 C R P - 1 H I G H L E V E L A L A R M DI 20 E S B - 1 A L A R M DI 21 SP A R E DI 22 SP A R E DI 23 S P A R E DI 24 S P A R E DI AN A L O G I N P U T S 1 SY S T E M C H W S T E M P E R A T U R E AI 2 S Y S T E M C H W R T E M P E R A T U R E AI 3 CH I L L E R C - 1 C H W S T E M P E R A T U R E AI 4 C H I L L E R C - 2 C H W S T E M P E R A T U R E AI 5 PU M P C H W P - 1 , V F D - 8 F E E D B A C K S I G N A L AI 6 PU M P C H W P - 2 , V F D - 9 F E E D B A C K S I G N A L AI 7 S H W S T E M P E R A T U R E AI 8 S H W R T E M P E R A T U R E AI 9 A C - 1 A I R P R E S S U R E AI 10 C H I L L E D W A T E R G P M F L O W AI 11 ES B - 1 S T E A M P R E S S U R E AI 12 CH W D I F F E R E N T I A L P R E S S U R E AI 13 S P A R E AI 14 S P A R E AI 15 S P A R E AI 16 S P A R E AI DI G I T A L O U T P U T S 1 CH I L L E R C - 1 E N A B L E / D I S A B L E DO 2 CH I L L E R C - 2 E N A B L E / D I S A B L E DO 3 PU M P C H W P - 1 , V F D - 8 E N A B L E / D I S A B L E DO 4 PU M P C H W P - 2 , V F D - 9 E N A B L E / D I S A B L E DO 5 PU M P S M P - 1 S T A R T / S T O P DO 6 P U M P S M P - 2 S T A R T S T O P DO 7 FO N T S Y S T E M E N A B L E / D I S A B L E DO 8 BO I L E R E S B - 1 E N A B L E / D I S A B L E DO 9 S P A R E DO 10 S P A R E DO 11 SP A R E DO 12 S P A R E DO 13 S P A R E DO 14 S P A R E DO 15 S P A R E DO 16 S P A R E DO 17 SP A R E DO 18 SP A R E DO AN A L O G O U T P U T S 1 CH I L L E R C - 1 C H W S T E M P . S E T P O I N T A D J U S T / R E S E T AO 2 CH I L L E R C - 2 C H W S T E M P . S E T P O I N T A D J U S T / R E S E T AO 3 PU M P C H W P - 1 , V F D - 8 S P E E D AO 4 PU M P C H W P - 2 , V F D - 9 S P E E D AO 5 H X - 2 H W C O N T R O L V A L V E C V - H 4 M O D U L A T I O N AO 6 M O D U L A T E C H I L L E R C - 1 I S O L A T I O N V A L V E C V - C 1 A O 7 MO D U L A T E C H I L L E R C - 2 I S O L A T I O N V A L V E C V - C 2 A O 8 S P A R E AO 9 SP A R E AO 10 SP A R E AO 11 SP A R E AO 12 SP A R E AO 13 SP A R E AO 14 S P A R E AO 15 S P A R E AO 16 S P A R E AO SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, Utah 84010 Telephone (801) 322-0487 Telefax (801) 322-0490 www.heatheng.com 8/6/2012 12:35:37 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\jbeal\Documents\REVIT PROJECTS\v12\11071-Mech-CF_Indianapolis Temple-v12_jbeal.rvt MECHANICAL CONTROL DIAGRAMS MI615Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012JTBChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 WEB-601 SEC PRI BEAT STATUS WEB-IO-16 D1 D2 D3 D4 STATUS D1 1C2 D2 D3 3C4 D4 DIGITAL OUTPUTS AO1 0V AO2 AO4 ANALOG OUTPUTS AO3 0V U1 0V U2 U3 0V U4 UNIVERSAL INPUTS U5 0V U6 U7 0V U8 WEB-IO-34 Powered by FRAMEWORK AX D1 D2 D3 D4 gnia ara STAT PWR ON D5 D6 D7 D8 D9 D10 D1 1C2 D2 D3 3C4 D4 DIGITAL OUTPUTS 1-10 D5 5C6 D6 D7 7C8 D8 D9 9C10 D10 A01 OV AO2 ANALOG OUTPUTS AO3 OV AO4 AO5 OV AO6 AO7 OV AO8 U1 OV U2 U3 OV U4 UNIVERSAL INPUTS 1-8 U5 OV U6 U7 OV U8 U9 OV U10 U11 OV U12 UNIVERSAL INPUTS 9-16 U13 OV U14 U15 OV U16 INPUT PWR24VAC/DC +- SERIAL # 9356 WEB-IO-16 D1 D2 D3 D4 STATUS D1 1C2 D2 D3 3C4 D4 DIGITAL OUTPUTS AO1 0V AO2 AO4 ANALOG OUTPUTS AO3 0V U1 0V U2 U3 0V U4 UNIVERSAL INPUTS U5 0V U6 U7 0V U8 Powered by FRAMEWORK AXgnia araPowered by FRAMEWORK AXgnia araPowered by FRAMEWORK AXgnia ara DDC PANEL NOTES A.DIGITAL INPUTS REQUIRE 2 TERMINALS PER POINT.ANALOG INPUTS REQUIRE 3 TERMINALS PER POINT.DIGITAL OUTPUTS REQUIRE 2 TERMINALS PER POINT.ANALOG OUTPUTS REQUIRE 3 TERMINALS PER POINT.USE 4-20mA SENSORS FOR AI'S, NOT 2-10V SENSORS.PROVIDE DDC ENCLOSURES SIZED TO ACCOMMODATE CURRENT &PROVIDE 10-20% SPARE POINT CAPACITY. REFERENCE DDC POINTS ALL PANEL WIRING TO BE RUN IN PANDUIT.B.C.D.E.F.G.H.I.FUTURE REMOTE EXPANSION MODULES THAT WILL ALLOW FOR MIN.QUANTITY AND TERMINATION OF TRANSFORMERS IS BASED ON LOADS.J.FABRICATOR AS 3-WIRE INPUTS, (24VDC, COMMON, SIGNAL) AND K. 21 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 TB - 1 WH T / Y E L BLK RE D ( 2 4 V A C ) BR N RE D ( 2 4 V A C ) RE D WH T / Y E L OR J YE L WH T / Y E L LT B L U E V1 0 WH T / Y E L GR E Y WH T / Y E L BLK RE D ( 2 4 V A C ) BR N RE D ( 2 4 V A C ) RE D WH T / Y E L OR J YE L WH T / Y E L LT B L U E VI0 WH T / Y E L GR E Y 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 AI- 1 AI- 2 AI- 3 AI- 4 AI- 5 AI- 6 AI- 7 AI- 8 AI- 9 AI- 1 0 AI- 1 1 AI- 1 2 AI- 1 3 AI- 1 4 AI- 1 5 AI- 1 6 DI- 1 DI- 2 DI- 3 DI- 4 DI- 5 DI- 6 DI- 7 DI- 8 DI- 9 DI- 1 0 DI- 1 1 DI- 1 2 DI- 1 3 DI- 1 4 DI- 1 5 DI- 1 6 BLK WH T / Y E L BR N RE D WH T / Y E L OR J YE L WH T / Y E L LT B L U E VIO WH T / Y E L GR E Y PIN K WH T / Y E L TA N BL K / W H T WH T / Y E L BR N / W H T RE D / W H T WH T / Y E L OR J / W H T YE L / W H T WH T / Y E L LT B L U E / W H T 1 TB - 3 2 3 4 A E-B U S I N E-B U S I N E- B U S O U T E- B U S O U T 21 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 1 2 3 4 5 6 7 8 9 10 +C H +C PS - 1 TX - 1 TX - 2 TX - 3 TX - 4 11 12 13 14 15 TX - 5 TX - 6 21 22 23 TB - 2 TB - 4 BL KRE D 16 A ET H E R N E T C A B L E TO T B - 3 TH I S S H E E T BL K WH T / Y E L BR N RE D WH T / Y E L OR G YE L WH T / Y E L LT . B L U VIO WH T / Y E L GR Y BL K WH T / Y E L BR N RE D WH T / Y E L OR G YE L WH T / Y E L LT . B L U VIO WH T / Y E L GR Y PN K WH T / Y E L TA N BLK / W H T WH T / Y E L BR N / W H T RE D / W H T WH T / Y E L OR G / W H T YE L / W H T WH T / Y E L LT . B L U / W H T BL K BR N RE D OR G BL K / W H T WH T / B L U BR N / W H T RE D / W H T WH T / B L U OR G / W H T BLK BR N RE D OR G YE L LT . B L U VIO TA N GR Y PN K BL K / W H T WH T / B L U BR N / W H T RE D / W H T WH T / B L U OR G / W H T WH T / B L U WH T / B L U YE L / W H T LT . B L U / W H T VIO / W H T GR Y / W H T G G B BB B TH I S S H E E T GR N / Y E L BL U YE L BL U YE L BL K WH T / Y E L BR N RE D WH T / Y E L OR G YE L WH T / Y E L LT . B L U VIO WH T / Y E L GR Y BL K BR N RE D OR G BLK / W H T WH T / B L U BR N / W H T RE D / W H T WH T / B L U OR G / W H T B AO - 1 +C +C +C +C +C +C +C +C +C +C +C +C +C +C +C +C +C AO - 2 AO - 3 AO - 4 AO - 5 AO - 6 AO - 7 AO - 8 AO - 9 AO - 1 0 AO 1 - 1 AO - 1 2 AO - 1 3 AO - 1 4 AO - 1 5 AO - 1 6 DO - 1 DO - 2 DO - 3 DO - 4 DO - 5 DO - 6 DO - 7 DO - 8 DO - 9 DO - 1 0 DO - 1 1 DO - 1 2 DO - 1 3 DO - 1 4 DO - 1 5 DO - 1 6 DO - 1 7 DO - 1 8 24 V D C 24 V A C BLK / W H T BR N / W H T RE D / W H T OR G / W H T OR G / W H T BLK BR N RE D OR G BL K BR N RE D OR G BLK BR N RE D OR G YE L LT . B L U VIO TA NGR Y PN K WH T / B L U YE L YE L YE L YE L YE L YE L YE L YE L YE L YE L +C H +C H +C H +C H +C H +C H +C H +C H +C H +C H +C H +C H +C H +C H +C H WH T / B L U BL U / W H T BR N / W H T RE D / W H T OR G / W H T WH T / B L U WH T / B L U 24 V A C WH T / B L U BLK / W H T BR N / W H T RE D / W H T GR Y / W H T WH T / B L U YE L / W H T WH T / B L U LT . B L U / W H T VIO / W H T BL K V D C - RE D 2 4 V D C + TH I S S H E E T TH I S S H E E T TH I S S H E E T ALL DDC PANEL OUTPUTS ARE TO BE 24VAC LOW VOLTAGE. DO NOT RUN 120VAC LOADS TO DIGITAL OUTPUTS (DO) TERMINALS.LISTS ON SHEET MI60_.20% FUTURE EXPANSION.PROVIDE ALL JACE CONTROLLERS WITH LON CAPABILITY.L.ENCLOSURES TO BE HOFFMAN NEMA 1 WITH HINGED DOOR.M.CONNECTED TO POWER SUPPLY PS-1. DIGITAL OUTPUT MODULES SHALL BE PREWIRED TO CONNECT TO XF-2, NO OTHER LOADS SHALLANALOG INPUT MODULES SHALL BE PREWIRED BY PANEL BE CONNECTED TO XF-2. ANALOG OUTPUT MODULES SHALL BE PREWIRED TO APPROPRIATE 24VAC TRANSFORMERS AS PER MI603.VERIFY ALL TRANSFORMER LOADS WHEN INSTALLATION IS COMPLETE AND PRIOR TO EQUIPMENT STARTUP.MOUNT CONTROLLERS AND TERMINAL RACKS ON BACK PLATE.N.PROVIDE ALL PANEL WIRING RUN IN PANDUIT.O.PROVIDE / USE TERMINAL BLOCK POINTS FOR CONNECTING OF ALLP.WIRING.SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, Utah 84010 Telephone (801) 322-0487 Telefax (801) 322-0490 www.heatheng.com 8/6/2012 12:35:38 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\jbeal\Documents\REVIT PROJECTS\v12\11071-Mech-CF_Indianapolis Temple-v12_jbeal.rvt MECHANICAL CONTROL DIAGRAMS MI616Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012JTBChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MI6 1 6 MI6 1 6 MI6 1 6 MI6 1 6 TY P I C A L D D C C O N T R O L P A N E L S C H E M A T I C 1111 POWER PANEL NOTES BR E A K E R OU T L E T A.PROVIDE 1-24VDC POWER SUPPLY FOR 4-20mA AI'S.XF-1 IS ALWAYS A 50VAC TRANSFORMER FOR WEBS 600 CPU.XF-2 IS ALWAYS A 100VAC TRANSFORMER FOR DO'S, 24VAC XF-3, XF-4, ETC. CORE ALWAYS 100VAC TRANSFORMERS FOR SIZE ALL TRANSFORMERS FOR 75% LOAD OR LESS.PROVIDE 1 24VAC RELAY FOR EVERY DO IN DDC PANEL PRE WIRE SAFETY CIRCUIT RELAYS TO GIVE DDC PANEL A KEEP 120VAC ON LOWER RIGHT PORTION OF POWER PANEL.POWER PANEL 120VAC INPUT PATH TO GO THROUGH CIRCUITB.C.D.E.F.G.H.I.(INCLUDING SPARE DO'S)BREAKER FIRST, OUTLET SECOND, UPS THIRD AND THEN TRANSFORMERS. PROVIDE PLUG ON TRANSFORMER INCOMINGRELAYS.24 VAC 2 POS MOTORS, ANALOG OUTPUT LOADS, INCREASE NUMBER OF TRANSFORMERS AS REQUIRED.CLOSED CONTACT WHEN IN ALARM. SAFETY RELAYS TO BE ENERGIZED WHEN DI DEVICE IS NORMAL, DE-ENERGIZED WHEN DI DEVICE IS IN ALARM.POWER TO ALLOW BY PASSING THE UPS FOR SERVICE. TX - 1 T X - 2 T X - 3 T X - 4 T X - 5 PS - 1 12 0 V A C MA L O W P R E S S U R E RA H I G H P R E S S U R E FR E E Z E S T A T SU P P L Y F A N V F D S H U T D O W N RE T U R N F A N V F D S H U T D O W N 120 VAC 12 0 V A C MA L O W PR E S S U R E RE L A Y RA H I G H PR E S S U R E RE L A Y FR E E Z E ST A T RE L A Y SA F E T Y CIR C U I T RE L A Y DIX X M A L O W DIX X R A H I G H DIX X F R E E Z E S T A T DIX X S A F E T Y R E L A Y SH U T D O W N PS - 1 TX - 1 , _ _ TX - 2 , D O TX - 3 , A O TX - 4 , A O TX - 5 , A O UP S SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, Utah 84010 Telephone (801) 322-0487 Telefax (801) 322-0490 www.heatheng.com 8/6/2012 12:35:38 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\jbeal\Documents\REVIT PROJECTS\v12\11071-Mech-CF_Indianapolis Temple-v12_jbeal.rvt MECHANICAL CONTROL DIAGRAMS MI617Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012JTBChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MI617MI617MI617MI617 TY P I C A L D D C P O W E R S U P P L Y P A N E L 1111 CONTROLLER WITH TEMPERATURE ADJUSTMENT+/- SPACE TEMPERATURE SENSOR DUCT TEMP SENSOR ACTUATOR/LINKAGEVALVE/ACTUATOR/LINKAGE AIRFLOW P PICKUP SENSORFOR SENSOR PLANS.LOCATIONS AND TYPE SEE FLOOR SEE NOTE #1 BELOW AI 1 T E M P E R A T U R E S P A C E CO N T R O L H . W . C O I L FL O W S U P P L Y A I R CO N T . D A M P E R A C T . WIT H P L U G C O N N E C T I O N S O N E A C H E N D . TE M P . D I S C H A R G E CA B L E S H A L L B E S I X C O N D U C T O R F A C T O R Y A S S E M B L E D NO T E : 1. 5432 AIAOAOAI PO I N T D E S C R I P T I O N PO I N T # AO - 4 POINT TYPEAO-3 AI-1SAI-2 HWRHWSVAVR TERMINAL UNIT AI- 5 HEATING COIL DISCHARGE AIR DISCHARGE AIR TEMPERATURE DA M P E R A C T U A T O R AIR F L O W S E N S O R CO N T R O L V A L V E 2 O R 3 W A Y X XXXADJUST VALUE E.F . I . 12 0 / 6 0 / 1 PO W E R GNH OU T L E T SU R G E SU P R E S S O R ON / O F F SW I T C H 24VAC24VAC24VAC 24VAC TO CONTROLLERS AND DEVICES (TYPICAL)TRANSFORMER, QUANTITY AS REQUIRED. RE F . D I V . 2 6 TO V A V R C O N T R O L L E R NO T E S O N P O W E R W I R I N G NOT USED DA M P E R A C T U A T O R CO M CW C C W CO M ST E M S T E M DO W N VA L V E A C T U A T O R RE H E A T UP CO N T R O L L E R S OT H E R 24 V A C T O TR I A C E Q U I V A L E N T C I R C U I T 7 6 5 4 3 2 1 24 V A C DAMPER OPEN DAMPER CLOSE OPEN SIGNAL 24V 24V COM OUT 1 COM OUT 3 OUT 2 15 14 13 12 11 10 9 8 CLOSED SIGNAL OUT 5 OUT 4 OUT 7 OUT 6 NOT USED OUT 8 DI-1 (OCCUP)30 SU B B A S E EARTH GROUND GROUND W7 7 5 1 H GR O U N D EA R T H 32 3 1 WA L L M O D U L E AI-2 FOR W7751 D&F AI-1 SETPT DI-2 (WINDOW) GROUND BYPASS SENSOR LED 28 29 2 7 2 6 2 5 2 4 2 3 LO N B U S 22 21 20 19 18 17 16 GND DI-3 E-BUS NOT USED P S E N S O R MIC R O B R I D G E P P I C K U P HIG H + AIR F L O W + - -LO W AIR T E M P E R A T U R E C7 7 7 0 A D I S C H A R G E SE N S O R 2 3 4 6 5 8 9 7 WA L L MO D U L E TR 2 2 O R T R 2 4 BYPASS LED SETPT SENSOR E-BUS GND 1 E-BUS JA C K F O R E - B U S NE T W O R K A C C E S S AL L F I E L D W I R I N G M U S T C O N F O R M T O L O C A L C O D E S AN D O R D I N A N C E S . TO M A I N T A I N N E C C L A S S 2 A N D U L R A T I N G S , T H E IN S T A L L A T I O N M U S T U S E T R A N S F O R M E R S O F 1 0 0 V A OR L E S S C A P A C I T Y . FO R M U L T I P L E C O N T R O L L E R S O P E R A T I N G F R O M A SIN G L E T R A N S F O R M E R , T H E S A M E S I D E O F T H E TR A N S F O R M E R S E C O N D A R Y M U S T B E C O N N E C T E D TO T H E S A M E I N P U T T E R M I N A L I N E A C H C O N T R O L L E R AN D T H E G R O U N D T E R M I N A L S ( 3 O N T H E W 7 7 5 1 H ) M U S T BE C O N N E C T E D T O A V E R I F I E D E A R T H G R O U N D F O R EA C H C O N T R O L L E R I N T H E G R O U P . AL L O U T P U T D E V I C E S M U S T B E P O W E R E D F R O M T H E SA M E T R A N S F O R M E R A S T H E O N E P O W E R I N G T H E W7 7 5 1 V A V C O N T R O L L E R . US E T H E H E A V I E S T G A U G E W I R E A V A I L A B L E , U P T O 14 A W G W I T H A M I N I M U M O F 1 8 A W G F O R A L L P O W E R AN D E A R T H G R O U N D C O N N E C T I O N S . TO M I N I M I Z E E M I N O I S E , D O N O T R U N T R I A C O U T P U T WIR E S I N T H E S A M E C O N D U I T A S T H E I N P U T W I R E S O R TH E E - B U S C O M M U N I C A T I O N S L O O P . UN S W I T C H E D 2 4 V A C P O W E R W I R I N G C A N B E R U N I N TH E S A M E C O N D U I T A S T H E E - B U S C A B L E . MA K E E A R T H G R O U N D C O N N E C T I O N S W I T H T H E SH O R T E S T P O S S I B L E W I R E R U N U S I N G 1 4 A W G W I R E . A G O O D E A R T H G R O U N S I S E S S E N T I A L F O R W 7 7 5 1 OP E R A T I O N . I D E A L L Y , C O N N E C T T H E E A R T H G R O U N D TO T H E G R O U N D B U S A T A M O T O R C O N T R O L C E N T E R OR C I R C U I T B R E A K E R P A N E L . A.B.C.D.E.F.G.H. PR O V I D E L O N - B U S B E T W E E N CO N T R O L L E R A N D R O O M SE N S O R T O O N L Y T H E R O O M SE N S O R S S E R V I N G T H E F O L L O W I N G VA V R T E R M I N A L B O X C O N T R O L L E R S : VA V R - _ SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, Utah 84010 Telephone (801) 322-0487 Telefax (801) 322-0490 www.heatheng.com 8/6/2012 12:35:39 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\jbeal\Documents\REVIT PROJECTS\v12\11071-Mech-CF_Indianapolis Temple-v12_jbeal.rvt MECHANICAL CONTROL DIAGRAMS MI618Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012JTBChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MI618MI618MI618MI618 VA V R B O X C O N T R O L L E R 1111 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MI618MI618MI618MI618 TY P I C A L L O W V O L T A G E T R A N S O R M E R P A N E L - L V T P 2222 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MI6 1 8 MI6 1 8 MI6 1 8 MI6 1 8 VA V R B O X C O N T R O L L E R - H O N E Y W E L L T 7 7 0 C 3333 DISTATUSALARMETC. DIG I T A L DE V I C E 24 VAC MOTOR OR RELAY TERMINAL BLOCK24 VAC24 VAC DOR PANEL ISOLATION RELAY RTD SENSOR +-+-AI mA TRANSDUCER+-+-+500 RESISTORAI-+24VDC POWER SUPPLY VOLTAGE TRANSDUCER +-HAIN H24VACSUPPLYCOMMONSIGNAL+-o 1 2 2 1 1 2 DA M P E R O R VA L V E A C T U A T O R T + T +-T AO T 24 V A C L L 12 0 V A C OR P N E U M A T I C E P T FR O M C O N T R O L L E R 24 V A C - C R IN T E R L O C K SA F E T Y RE L A Y ST A R T / S T O P SR 1 - 1 SE E D I V . 2 6 PO W E R 46 0 / 6 0 / 3 DIS C O N N E C T CO N T A C T RE L A Y S -D O - TO S U P P L Y AIR F A N S BY P A S S VF D SF - VF D A L A R M CO N T A C T C L O S U R E -D I - ON BY P A S S EN A B L E R AU T O HA N D OF F R PO W E R ON F A U L T GVF D RVF D E X T E R N A L G R FA U L T AO - VF D S P E E D C O N T R O L VF D R U N S T A T U S -D I - (IF A N Y ) -A I - VF D S P E E D F E E D B A C K FA SY S T E M C WIR E S A F E T Y C I R C U I T CO N T A C T T O V F D / S T A R T E R . MA L O W L I M I T SA H I G H L I M I T RA H I G H L I M I T FR E E Z E S T A T 24 V A C TO V F D FA BM S SP A C E H I G H L I M I T (W H E R E I N D I C A T E D ) C R ST A R T E R SE E D I V . 1 6 0 0 0 A PO W E R SE E D I V . 16 0 0 0 46 0 / 6 0 / 3 FU S E 0 H O.L . ' S AU X I L I A R Y C O N T A C T S CO N T A C T O R W I T H TR A N S F O R M E R 12 0 V LO C A L P I L O T (W E R E R E Q U I R E D ) DO - PU M P O R F A N DI- CT 24 V A C - C FR O M C O N T R O L S R GN D AU X RE L A Y DD C CO N T R O L L E R 24 V A C VO L T A G E PR I M A R Y TR A N S F O R M E R W/ I N T E G R A L CIR C U I T B R E A K E R US E H P R A T E D R E L A Y S F O R MO T O R C O N T R O L . R E L A Y S A S RE Q U I R E D . WIR I N G BL O C K DI AT M C C O R ST A R T E R MO T O R F E E D E R WIR I N G L E G NO T E : US E D E V I C E A B L E T O S E N S E F A I L E D C O U P L I N G O R BR O K E N B E L T . T E R M I N A L S T R I P A T C O N T R O L P A N E L SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, Utah 84010 Telephone (801) 322-0487 Telefax (801) 322-0490 www.heatheng.com 8/6/2012 12:35:40 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\jbeal\Documents\REVIT PROJECTS\v12\11071-Mech-CF_Indianapolis Temple-v12_jbeal.rvt MECHANICAL CONTROL DIAGRAMS MI619Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012JTBChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MI619MI619MI619MI619 DI G I T A L I N P U T 1111 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MI619MI619MI619MI619 DI G I T A L O U T P U T 2222 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MI619MI619MI619MI619 AN A L O G I N P U T R T D S E N S O R 3333 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MI619MI619MI619MI619 AN A L O G I N P U T 4 - 2 0 m a D E V I C E 4444 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MI619MI619MI619MI619 AN A L O G I N P U T V O L T A G E D E V I C E 5555 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MI6 1 9 MI6 1 9 MI6 1 9 MI6 1 9 AN A L O G O U T P U T 3 - W I R E D E V I C E 6666 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MI6 1 9 MI6 1 9 MI6 1 9 MI6 1 9 VF D T Y P I C A L D I A G R A M 7777 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MI6 1 9 MI6 1 9 MI6 1 9 MI6 1 9 SA F E T Y C I R C U I T D I A G R A M 8888 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MI6 1 9 MI6 1 9 MI6 1 9 MI6 1 9 CO I L / P U M P W I T H O U T V F D T Y P I C A L D I A G R A M 9999 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MI6 1 9 MI6 1 9 MI6 1 9 MI6 1 9 PR O T E C T E D C O N T R O L L E R O U T P U T 10101010 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MI6 1 9 MI6 1 9 MI6 1 9 MI6 1 9 CU R R E N T S E N S O R F O R M O T O R S T A T U S 11111111 GGGG KKKK LLLL L.9L.9L.9L.9 MMMM NNNNHHHH 7777 6666 4. 9 4. 9 4. 9 4. 9 B0 2 STO R A G E B0 3 SE C U R I T Y B0 1 HA L L S0 0 1 STA I R B0 6 ME C H B0 5 LO W E R F O N T 1111 2222 5555 SE E D R A W I N G M P 4 0 2 F O R SE E D R A W I N G M P 4 0 2 F O R SE E D R A W I N G M P 4 0 2 F O R SE E D R A W I N G M P 4 0 2 F O R MO R E D E T A I L E D H V A C MO R E D E T A I L E D H V A C MO R E D E T A I L E D H V A C MO R E D E T A I L E D H V A C PIP I N G I N T H I S A R E A . PIP I N G I N T H I S A R E A . PIP I N G I N T H I S A R E A . PIP I N G I N T H I S A R E A . SEE DRAWING MP201 SEE DRAWING MP201 SEE DRAWING MP201 SEE DRAWING MP201 FOR CONTINUATION FOR CONTINUATION FOR CONTINUATION FOR CONTINUATION SEE DRAWING MP202 SEE DRAWING MP202 SEE DRAWING MP202 SEE DRAWING MP202 FOR CONTINUATION FOR CONTINUATION FOR CONTINUATION FOR CONTINUATION 6" C H W S 6" C H W S 6" C H W S 6" C H W S 6" C H W R 6" C H W R 6" C H W R 6" C H W R 3333 SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, Utah 84010 Telephone (801) 322-0487 Telefax (801) 322-0490 www.heatheng.com 8/6/2012 12:35:46 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\jbeal\Documents\REVIT PROJECTS\v12\11071-Mech-CF_Indianapolis Temple-v12_jbeal.rvt BASEMENT HVAC PIPING PLAN MP100Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012JTBChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : SC A L E : SC A L E : SC A L E : 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " BA S E M E N T H V A C P I P I N G P L A N 0000 5555 10101010 10101010 20202020 NOTE #DESCRIPTION 11112-1/2" HWS AND HWR FROM ABOVE. SEE2-1/2" HWS AND HWR FROM ABOVE. SEE2-1/2" HWS AND HWR FROM ABOVE. SEE2-1/2" HWS AND HWR FROM ABOVE. SEE DRAWING MP101 FOR CONTINUATION.DRAWING MP101 FOR CONTINUATION.DRAWING MP101 FOR CONTINUATION.DRAWING MP101 FOR CONTINUATION.2222RISE 6" CHWS AND CHWR UP TO MAIN LEVEL.RISE 6" CHWS AND CHWR UP TO MAIN LEVEL.RISE 6" CHWS AND CHWR UP TO MAIN LEVEL.RISE 6" CHWS AND CHWR UP TO MAIN LEVEL.SEE DRAWING MP101 FOR CONTINUATION.SEE DRAWING MP101 FOR CONTINUATION.SEE DRAWING MP101 FOR CONTINUATION.SEE DRAWING MP101 FOR CONTINUATION.3333SEE PIPING PENETRATION DETAIL, 9/MP501.SEE PIPING PENETRATION DETAIL, 9/MP501.SEE PIPING PENETRATION DETAIL, 9/MP501.SEE PIPING PENETRATION DETAIL, 9/MP501.DRAWING NOTES GENERAL NOTES INSTALL DUCTWORK AND PIPING OVERINSTALL DUCTWORK AND PIPING OVERINSTALL DUCTWORK AND PIPING OVERINSTALL DUCTWORK AND PIPING OVER MECHANICAL PLATFORM AND CATWALKS ASMECHANICAL PLATFORM AND CATWALKS ASMECHANICAL PLATFORM AND CATWALKS ASMECHANICAL PLATFORM AND CATWALKS AS HIGH AS POSSIBLE. RUN IN STRUCTURE WHEREHIGH AS POSSIBLE. RUN IN STRUCTURE WHEREHIGH AS POSSIBLE. RUN IN STRUCTURE WHEREHIGH AS POSSIBLE. RUN IN STRUCTURE WHERE POSSIBLE TO MAINTAIN ACCESSIBILITY OFPOSSIBLE TO MAINTAIN ACCESSIBILITY OFPOSSIBLE TO MAINTAIN ACCESSIBILITY OFPOSSIBLE TO MAINTAIN ACCESSIBILITY OF PLATFORM AND CATWALKS.PLATFORM AND CATWALKS.PLATFORM AND CATWALKS.PLATFORM AND CATWALKS.A.A.A.A. AAAA BBBB B.4B.4B.4B.4 CCCC DDDD EEEE FFFF GGGG KKKK LLLL L.9L.9L.9L.9 MMMM NNNN 13131313 12121212 11111111 10101010 9999 8888 4. 8 4. 8 4. 8 4. 8 4444 3333 2222 1111 E.2E.2E.2E.2 HHHH 7777 6666 11 . 7 11 . 7 11 . 7 11 . 7 8. 7 8. 7 8. 7 8. 7 4. 9 4. 9 4. 9 4. 9 1. 7 1. 7 1. 7 1. 7 14 8 IN S T R U C T I O N 2 14 7 VE S T I B U L E 14 6 YO U T H 14 6 B IN F A N T W A I T I N G 14 6 D CO R R I D O R 14 6 A RE S T R O O M 14 2 B HA L L 14 2 A HA L L 14 9 IN S T R U C T I O N 1 14 5 RE S T R O O M 14 4 WO R K E R S T U D Y 13 3 DR E S S I N G - M E N 14 1 A AU D I O V I S U A L 15 0 A HA L L 13 0 VE S T I B U L E 14 0 HA L L 15 1 HA L L 15 0 LO B B Y 15 3 PA S S T H R U 15 4 A VE S T I B U L E 15 4 IN S T R U C T I O N B 15 2 A HA L L 15 2 B HA L L 15 5 VE S T I B U L E 15 9 IN S T R U C T I O N A 15 8 HA L L 16 2 VE S T 15 7 CH A P E L 16 1 GIR L S D R E S S I N G 17 1 BO Y S D R E S S I N G 17 4 LA U N D R Y S1 0 1 STA I R 17 5 CLO T H I N G 17 3 CO N F I R M A T I O N 16 9 VE S T 17 0 A VE S T I B U L E 17 0 BA P T I S T R Y 17 2 BA P T I S T R Y C H A P E L 17 8 RE C E P T I O N 17 9 EN T R Y 18 0 VE S T I B U L E 17 8 A CO A T S 18 1 ST O R A G E 10 2 B RE S T R O O M - M E N 10 2 A RE S T R O O M - W O M E N 10 2 C WA I T I N G 10 2 WA I T I N G 17 7 CO R R I D O R 17 6 CO R R I D O R 10 1 EN T R Y 10 5 CU S T O D I A L 10 4 HA L L 10 6 WO R K R O O M 10 6 B HA L L 11 1 CO U N S E L O R O F F I C E 11 0 A WA R D R O B E 11 0 B RE S T R O O M 10 7 WA I T I N G 11 9 BR E A K 12 3 DR E S S I N G - W O M E N 11 8 RE S T R O O M 12 2 RE S T R O O M - W O M E N 13 2 RE S T R O O M - M E N 11 5 BR I D E / M A T R O N 11 0 PR E S I D E N T O F F I C E 11 2 CO U N S E L O R O F F I C E 10 8 HA L L 10 9 HA L L 11 6 FO Y E R 11 4 WA R D R O B E 11 7 WA R D R O B E 12 6 IN S T R U C T I O N - W O M E N 12 7 A IN S T R U C T I O N D 12 7 IN S T R U C T I O N - W O M E N 13 7 IN S T R U C T I O N - M E N 13 7 C HA L L 13 7 B IN S T R U C T I O N D 12 7 B IN S T R U C T I O N D 12 7 C HA L L 12 4 WO R K E R D R E S S I N G - W O M E N 13 4 WO R K E R D R E S S I N G - M E N 13 6 IN S T R U C T I O N - M E N 13 7 A IN S T R U C T I O N D 1111 2222 5555 3333 SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, Utah 84010 Telephone (801) 322-0487 Telefax (801) 322-0490 www.heatheng.com 8/6/2012 12:35:58 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\jbeal\Documents\REVIT PROJECTS\v12\11071-Mech-CF_Indianapolis Temple-v12_jbeal.rvt LEVEL 1 HVAC PIPING PLAN MP101Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012JTBChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : SC A L E : SC A L E : SC A L E : 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " LE V E L 1 H V A C P I P I N G P L A N 0000 5555 10101010 10101010 20202020 DRAWING NOTES NOTE #DESCRIPTION 11112-1/2" HWS AND HWR FROM ABOVE AND2-1/2" HWS AND HWR FROM ABOVE AND2-1/2" HWS AND HWR FROM ABOVE AND2-1/2" HWS AND HWR FROM ABOVE AND DROP TO BASEMENT. SEE DRAWINGSDROP TO BASEMENT. SEE DRAWINGSDROP TO BASEMENT. SEE DRAWINGSDROP TO BASEMENT. SEE DRAWINGS MP100, MP102 AND 2/MP401FORMP100, MP102 AND 2/MP401FORMP100, MP102 AND 2/MP401FORMP100, MP102 AND 2/MP401FOR CONTINUATION.CONTINUATION.CONTINUATION.CONTINUATION.22226" CHWS AND CHWR FROM BELOW AND RISE6" CHWS AND CHWR FROM BELOW AND RISE6" CHWS AND CHWR FROM BELOW AND RISE6" CHWS AND CHWR FROM BELOW AND RISE TO MEZZANINE LEVEL. SEE DRAWINGSTO MEZZANINE LEVEL. SEE DRAWINGSTO MEZZANINE LEVEL. SEE DRAWINGSTO MEZZANINE LEVEL. SEE DRAWINGS MP100, MP102 AND 2/MP401 FORMP100, MP102 AND 2/MP401 FORMP100, MP102 AND 2/MP401 FORMP100, MP102 AND 2/MP401 FOR CONTINUATION.CONTINUATION.CONTINUATION.CONTINUATION.33331" STEAM AND CONDENSATE PIPING FROM1" STEAM AND CONDENSATE PIPING FROM1" STEAM AND CONDENSATE PIPING FROM1" STEAM AND CONDENSATE PIPING FROM BELOW. SEE DRAWING MP100 FORBELOW. SEE DRAWING MP100 FORBELOW. SEE DRAWING MP100 FORBELOW. SEE DRAWING MP100 FOR CONTINUATION.CONTINUATION.CONTINUATION.CONTINUATION.GENERAL NOTES INSTALL DUCTWORK AND PIPING OVERINSTALL DUCTWORK AND PIPING OVERINSTALL DUCTWORK AND PIPING OVERINSTALL DUCTWORK AND PIPING OVER MECHANICAL PLATFORM AND CATWALKS ASMECHANICAL PLATFORM AND CATWALKS ASMECHANICAL PLATFORM AND CATWALKS ASMECHANICAL PLATFORM AND CATWALKS AS HIGH AS POSSIBLE. RUN IN STRUCTURE WHEREHIGH AS POSSIBLE. RUN IN STRUCTURE WHEREHIGH AS POSSIBLE. RUN IN STRUCTURE WHEREHIGH AS POSSIBLE. RUN IN STRUCTURE WHERE POSSIBLE TO MAINTAIN ACCESSIBILITY OFPOSSIBLE TO MAINTAIN ACCESSIBILITY OFPOSSIBLE TO MAINTAIN ACCESSIBILITY OFPOSSIBLE TO MAINTAIN ACCESSIBILITY OF PLATFORM AND CATWALKS.PLATFORM AND CATWALKS.PLATFORM AND CATWALKS.PLATFORM AND CATWALKS.A.A.A.A. AAAA BBBB B.4B.4B.4B.4 CCCC DDDD EEEE FFFF GGGG KKKK LLLL L.9L.9L.9L.9 MMMM NNNN 13131313 12121212 11111111 10101010 9999 8888 4. 8 4. 8 4. 8 4. 8 4444 333322221111 E.2E.2E.2E.2 HHHH 7777 6666 11 . 7 11 . 7 11 . 7 11 . 7 8. 7 8. 7 8. 7 8. 7 4. 9 4. 9 4. 9 4. 9 1.71.71.71.7 20 5 MEC H 20 6 BO I L E R R O O M 20 3 MEC H S2 0 1 ST A I R 20 4 TE C H N O L O G Y SE E D R A W I N G 2 / M P 4 0 1 SE E D R A W I N G 2 / M P 4 0 1 SE E D R A W I N G 2 / M P 4 0 1 SE E D R A W I N G 2 / M P 4 0 1 FO R D E T A I L E D M E C H A N I C A L FO R D E T A I L E D M E C H A N I C A L FO R D E T A I L E D M E C H A N I C A L FO R D E T A I L E D M E C H A N I C A L IN F O R M A T I O N I N T H I S A R E A IN F O R M A T I O N I N T H I S A R E A IN F O R M A T I O N I N T H I S A R E A IN F O R M A T I O N I N T H I S A R E A SE E D R A W I N G 1 / M P 4 0 1 SE E D R A W I N G 1 / M P 4 0 1 SE E D R A W I N G 1 / M P 4 0 1 SE E D R A W I N G 1 / M P 4 0 1 FO R D E T A I L E D M E C H A N I C A L FO R D E T A I L E D M E C H A N I C A L FO R D E T A I L E D M E C H A N I C A L FO R D E T A I L E D M E C H A N I C A L IN F O R M A T I O N I N T H I S A R E A IN F O R M A T I O N I N T H I S A R E A IN F O R M A T I O N I N T H I S A R E A IN F O R M A T I O N I N T H I S A R E A 6" C H W S 6" C H W S 6" C H W S 6" C H W S 6" C H W R 6" C H W R 6" C H W R 6" C H W R 4" H W R 4" H W R 4" H W R 4" H W R 4" H W S 4" H W S 4" H W S 4" H W S 5555 SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, Utah 84010 Telephone (801) 322-0487 Telefax (801) 322-0490 www.heatheng.com 8/6/2012 12:36:12 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\jbeal\Documents\REVIT PROJECTS\v12\11071-Mech-CF_Indianapolis Temple-v12_jbeal.rvt LEVEL 2 HVAC PIPING PLAN MP102Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012JTBChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : SC A L E : SC A L E : SC A L E : 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " LE V E L 2 H V A C P I P I N G P L A N 0000 5555 10101010 10101010 20202020 GENERAL NOTES INSTALL DUCTWORK AND PIPING OVERINSTALL DUCTWORK AND PIPING OVERINSTALL DUCTWORK AND PIPING OVERINSTALL DUCTWORK AND PIPING OVER MECHANICAL PLATFORM AND CATWALKS ASMECHANICAL PLATFORM AND CATWALKS ASMECHANICAL PLATFORM AND CATWALKS ASMECHANICAL PLATFORM AND CATWALKS AS HIGH AS POSSIBLE. RUN IN STRUCTURE WHEREHIGH AS POSSIBLE. RUN IN STRUCTURE WHEREHIGH AS POSSIBLE. RUN IN STRUCTURE WHEREHIGH AS POSSIBLE. RUN IN STRUCTURE WHERE POSSIBLE TO MAINTAIN ACCESSIBILITY OFPOSSIBLE TO MAINTAIN ACCESSIBILITY OFPOSSIBLE TO MAINTAIN ACCESSIBILITY OFPOSSIBLE TO MAINTAIN ACCESSIBILITY OF PLATFORM AND CATWALKS.PLATFORM AND CATWALKS.PLATFORM AND CATWALKS.PLATFORM AND CATWALKS.A.A.A.A. 5555 4444 3. 8 3. 8 3. 8 3. 8 3333 2222 1111 AAAA BBBB CCCC DDDD EEEE FFFF GGGG SO U N D P A N E L , T Y P I C A L . SO U N D P A N E L , T Y P I C A L . SO U N D P A N E L , T Y P I C A L . SO U N D P A N E L , T Y P I C A L . RE F E R E N C E RE F E R E N C E RE F E R E N C E RE F E R E N C E AR C H I T E C T U R A L . AR C H I T E C T U R A L . AR C H I T E C T U R A L . AR C H I T E C T U R A L . CCCC 2222 CH I L L E R CH I L L E R CH I L L E R CH I L L E R CCCC 1111 CH I L L E R CH I L L E R CH I L L E R CH I L L E R 6" P R E - I N S U L A T E D U N D E R G R O U N D 6" P R E - I N S U L A T E D U N D E R G R O U N D 6" P R E - I N S U L A T E D U N D E R G R O U N D 6" P R E - I N S U L A T E D U N D E R G R O U N D CH I L L E D W A T E R P I P I N G E X T E N D S CH I L L E D W A T E R P I P I N G E X T E N D S CH I L L E D W A T E R P I P I N G E X T E N D S CH I L L E D W A T E R P I P I N G E X T E N D S AN D R O U T E S T O T E M P L E AN D R O U T E S T O T E M P L E AN D R O U T E S T O T E M P L E AN D R O U T E S T O T E M P L E BU I L D I N G , 6 0 " B U R Y , S E E D E T A I L BU I L D I N G , 6 0 " B U R Y , S E E D E T A I L BU I L D I N G , 6 0 " B U R Y , S E E D E T A I L BU I L D I N G , 6 0 " B U R Y , S E E D E T A I L 9/M P 5 0 2 . 9/M P 5 0 2 . 9/M P 5 0 2 . 9/M P 5 0 2 . XF M R XF M R XF M R XF M R X F M R XF M R XF M R XF M R GENERATORGENERATORGENERATORGENERATOR EU H EU H EU H EU H 1111 EL E C T R I C U N I T EL E C T R I C U N I T EL E C T R I C U N I T EL E C T R I C U N I T HE A T E R HE A T E R HE A T E R HE A T E R EU H EU H EU H EU H 2222 EL E C T R I C U N I T EL E C T R I C U N I T EL E C T R I C U N I T EL E C T R I C U N I T HE A T E R HE A T E R HE A T E R HE A T E R CE F CE F CE F CE F 1111 CE I L I N G E X H A U S T CE I L I N G E X H A U S T CE I L I N G E X H A U S T CE I L I N G E X H A U S T FA N FA N FA N FA N EW H EW H EW H EW H 1111 EL E C T R I C W A L L EL E C T R I C W A L L EL E C T R I C W A L L EL E C T R I C W A L L HE A T E R HE A T E R HE A T E R HE A T E R SA C SA C SA C SA C 1111 SP L I T A I R SP L I T A I R SP L I T A I R SP L I T A I R CO N D I T I O N I N G CO N D I T I O N I N G CO N D I T I O N I N G CO N D I T I O N I N G (O U T D O O R U N I T ) (O U T D O O R U N I T ) (O U T D O O R U N I T ) (O U T D O O R U N I T ) SA C SA C SA C SA C 1111 SP L I T A I R SP L I T A I R SP L I T A I R SP L I T A I R CO N D I T I O N I N G CO N D I T I O N I N G CO N D I T I O N I N G CO N D I T I O N I N G (IN D O O R U N I T ) (I N D O O R U N I T ) (IN D O O R U N I T ) (I N D O O R U N I T ) 4" C H W S 4" C H W S 4" C H W S 4" C H W S 4" C H W R 4" C H W R 4" C H W R 4" C H W R 4" C H W R 4" C H W R 4" C H W R 4" C H W R 4" C H W S 4" C H W S 4" C H W S 4" C H W S 6" C H W S 6" C H W S 6" C H W S 6" C H W S 6" C H W R 6" C H W R 6" C H W R 6" C H W R SEE DRAWING MP201SEE DRAWING MP201SEE DRAWING MP201SEE DRAWING MP201FOR CONTINUATION.FOR CONTINUATION.FOR CONTINUATION.FOR CONTINUATION. RE F R I G E R A T I O N P I P I N G , RE F R I G E R A T I O N P I P I N G , RE F R I G E R A T I O N P I P I N G , RE F R I G E R A T I O N P I P I N G , SIZ E P E R M A N U F A C T U R E R SIZ E P E R M A N U F A C T U R E R SIZ E P E R M A N U F A C T U R E R SIZ E P E R M A N U F A C T U R E R RE Q U I R E M E N T S . RE Q U I R E M E N T S . RE Q U I R E M E N T S . RE Q U I R E M E N T S . 3/4 " C O N D E N S A T E 3/4 " C O N D E N S A T E 3/4 " C O N D E N S A T E 3/4 " C O N D E N S A T E DR A I N DR A I N DR A I N DR A I N 10 1 UT I L I T Y C O U R T 10 9 EX T . A L C O V E 10 0 CH I L L E R Y A R D 10 2 BA T H R O O M 10 5 FM S T O . 10 6 MA I N T . 10 7 MA I N T . 10 8 MA I N T . 1111 MH 2 0 0 MH 2 0 0 MH 2 0 0 MH 2 0 0 10 3 SIT E S H O P SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, Utah 84010 Telephone (801) 322-0487 Telefax (801) 322-0490 www.heatheng.com 8/6/2012 12:36:19 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\jbeal\Documents\REVIT PROJECTS\v12\11071-Mech-CF_Indianapolis Temple-v12_jbeal.rvt UTILITY BUILDING HVAC PIPING PLAN MP200Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012JTBChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : SC A L E : SC A L E : SC A L E : 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " UT I L I T Y B U I L D I N G H V A C P I P I N G P L A N 0000 2-1 / 2 2-1 / 2 2-1 / 2 2-1 / 2 5555 5555 10101010 GENERAL NOTES SEE FLOW DIAGRAM MP601 FOR CHILLED WATERSEE FLOW DIAGRAM MP601 FOR CHILLED WATERSEE FLOW DIAGRAM MP601 FOR CHILLED WATERSEE FLOW DIAGRAM MP601 FOR CHILLED WATER PIPING AND VALVE REQUIREMENTS.PIPING AND VALVE REQUIREMENTS.PIPING AND VALVE REQUIREMENTS.PIPING AND VALVE REQUIREMENTS.A.A.A.A. 6" P R E - I N S U L A T E D , 6" P R E - I N S U L A T E D , 6" P R E - I N S U L A T E D , 6" P R E - I N S U L A T E D , UN D E R G R O U N D C H I L L E D UN D E R G R O U N D C H I L L E D UN D E R G R O U N D C H I L L E D UN D E R G R O U N D C H I L L E D WA T E R S U P P L Y A N D WA T E R S U P P L Y A N D WA T E R S U P P L Y A N D WA T E R S U P P L Y A N D RE T U R N P I P I N G , S E E RE T U R N P I P I N G , S E E RE T U R N P I P I N G , S E E RE T U R N P I P I N G , S E E DE A T I L 9 / M P 5 0 2 DE A T I L 9 / M P 5 0 2 DE A T I L 9 / M P 5 0 2 DE A T I L 9 / M P 5 0 2 TE M P L E B U I L D I N G TE M P L E B U I L D I N G TE M P L E B U I L D I N G TE M P L E B U I L D I N G UTILITY BLDG UTILITY BLDG UTILITY BLDG UTILITY BLDG ME E T I N G H O U S E ME E T I N G H O U S E ME E T I N G H O U S E ME E T I N G H O U S E SE E D R A W I N G S M P 2 0 0 SE E D R A W I N G S M P 2 0 0 SE E D R A W I N G S M P 2 0 0 SE E D R A W I N G S M P 2 0 0 AN D M H 2 0 0 F O R AN D M H 2 0 0 F O R AN D M H 2 0 0 F O R AN D M H 2 0 0 F O R UT I L I T Y B U I L D I N G H V A C UT I L I T Y B U I L D I N G H V A C UT I L I T Y B U I L D I N G H V A C UT I L I T Y B U I L D I N G H V A C SE E D R A W I N G S M H 1 0 0 A N D M P 1 0 0 SE E D R A W I N G S M H 1 0 0 A N D M P 1 0 0 SE E D R A W I N G S M H 1 0 0 A N D M P 1 0 0 SE E D R A W I N G S M H 1 0 0 A N D M P 1 0 0 REFERENCE DRAWINGREFERENCE DRAWINGREFERENCE DRAWINGREFERENCE DRAWING MP202 FOR SNOWMP202 FOR SNOWMP202 FOR SNOWMP202 FOR SNOW MELT PIPING.MELT PIPING.MELT PIPING.MELT PIPING. SE E D R A W I N G M P 4 0 1 F O R SE E D R A W I N G M P 4 0 1 F O R SE E D R A W I N G M P 4 0 1 F O R SE E D R A W I N G M P 4 0 1 F O R CO N T I N U A T I O N CO N T I N U A T I O N CO N T I N U A T I O N CO N T I N U A T I O N SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, Utah 84010 Telephone (801) 322-0487 Telefax (801) 322-0490 www.heatheng.com 8/6/2012 12:36:20 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\jbeal\Documents\REVIT PROJECTS\v12\11071-Mech-CF_Indianapolis Temple-v12_jbeal.rvt MECHANICAL SITE UTILITY PIPING PLAN MP201Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012JTBChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : SC A L E : SC A L E : SC A L E : 1 " = 5 0 ' - 0 " 1 " = 5 0 ' - 0 " 1 " = 5 0 ' - 0 " 1 " = 5 0 ' - 0 " ME C H A N I C A L S I T E U T I L I T Y P I P I N G P L A N TE M P L E B U I L D I N G TE M P L E B U I L D I N G TE M P L E B U I L D I N G TE M P L E B U I L D I N G SE E D R A W I N G S M H 1 0 0 A N D M P 1 0 0 SE E D R A W I N G S M H 1 0 0 A N D M P 1 0 0 SE E D R A W I N G S M H 1 0 0 A N D M P 1 0 0 SE E D R A W I N G S M H 1 0 0 A N D M P 1 0 0 ZO N E 3 ZO N E 3 ZO N E 3 ZO N E 3 ZO N E 1 ZO N E 1 ZO N E 1 ZO N E 1 ZO N E 2 ZO N E 2 ZO N E 2 ZO N E 2 MBMBMBMB 1111 MBMBMBMB 2222 MBMBMBMB 3333 2- 1 / 2 " 2- 1 / 2 " 2- 1 / 2 " 2- 1 / 2 " 2"2"2"2" 2"2"2"2" 1- 1 / 4 " 1- 1 / 4 " 1- 1 / 4 " 1- 1 / 4 " 1- 1 / 4 " 1- 1 / 4 " 1- 1 / 4 " 1- 1 / 4 " 2222 1111 1111 1111 SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, Utah 84010 Telephone (801) 322-0487 Telefax (801) 322-0490 www.heatheng.com 8/6/2012 12:36:20 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\jbeal\Documents\REVIT PROJECTS\v12\11071-Mech-CF_Indianapolis Temple-v12_jbeal.rvt SNOWMELT PIPING SITE PLAN MP202Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012JTBChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : SC A L E : SC A L E : SC A L E : 1 " = 2 0 ' - 0 " 1 " = 2 0 ' - 0 " 1 " = 2 0 ' - 0 " 1 " = 2 0 ' - 0 " SN O W M E L T P I P I N G S I T E P L A N DRAWING NOTES NOTE #DESCRIPTION 1111BURIED, UNDERGROUND, INSULATED PIPING.BURIED, UNDERGROUND, INSULATED PIPING.BURIED, UNDERGROUND, INSULATED PIPING.BURIED, UNDERGROUND, INSULATED PIPING.2222DROP AND PENETRATE PIPING INTODROP AND PENETRATE PIPING INTODROP AND PENETRATE PIPING INTODROP AND PENETRATE PIPING INTO BASEMENT MECHANICAL. SEAL WITH LINKBASEMENT MECHANICAL. SEAL WITH LINKBASEMENT MECHANICAL. SEAL WITH LINKBASEMENT MECHANICAL. SEAL WITH LINK SEAL. SEE DRAWING MP401 FORSEAL. SEE DRAWING MP401 FORSEAL. SEE DRAWING MP401 FORSEAL. SEE DRAWING MP401 FOR CONTINUATION.CONTINUATION.CONTINUATION.CONTINUATION. DDDD EEEE FFFF 8888 E.2E.2E.2E.2 7777 6666 VA V VA V VA V VA V 14 1 A 14 1 A 14 1 A 14 1 A VA V R VA V R VA V R VA V R 15 0 A 15 0 A 15 0 A 15 0 A VA V R VA V R VA V R VA V R 14 9 14 9 14 9 14 9 VA V R VA V R VA V R VA V R 14 4 14 4 14 4 14 4 VA V R VA V R VA V R VA V R 14 2 14 2 14 2 14 2 VA V R VA V R VA V R VA V R 14 6 14 6 14 6 14 6 VA V R VA V R VA V R VA V R 14 8 14 8 14 8 14 8 VA V R VA V R VA V R VA V R 13 8 13 8 13 8 13 8 VA V R VA V R VA V R VA V R 13 7 13 7 13 7 13 7 VA V R VA V R VA V R VA V R 12 7 12 7 12 7 12 7 VA V R VA V R VA V R VA V R 12 3 12 3 12 3 12 3 VA V R VA V R VA V R VA V R 11 5 11 5 11 5 11 5 VA V R VA V R VA V R VA V R 11 2 11 2 11 2 11 2 VAVRVAVRVAVRVAVR 110110110110 VAVRVAVRVAVRVAVR 106106106106 VAVRVAVRVAVRVAVR 119119119119 VA V R VA V R VA V R VA V R 14 0 A 14 0 A 14 0 A 14 0 A VFVFVFVF 1111 VFVFVFVF 2222 VFVFVFVF 3333 VFVFVFVF 4444 AH U AH U AH U AH U 10 0 10 0 10 0 10 0 AIR H A N D L I N G AIR H A N D L I N G AIR H A N D L I N G AIR H A N D L I N G UN I T UN I T UN I T UN I T 20 5 MEC H 4" H W R 4" H W R 4" H W R 4" H W R 4" H W S 4" H W S 4" H W S 4" H W S 6" C H W R 6" C H W R 6" C H W R 6" C H W R 6" C H W S 6" C H W S 6" C H W S 6" C H W S 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 3/4 " H W R 3/4 " H W R 3/4 " H W R 3/4 " H W R 3/4 " H W S 3/4 " H W S 3/4 " H W S 3/4 " H W S 1"1"1"1"1"1"1"1" 6"6"6"6"6"6"6"6" 4" H W R 4" H W R 4" H W R 4" H W R 4" H W S 4" H W S 4" H W S 4" H W S 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " H W S 1 1 / 2 " H W S 1 1 / 2 " H W S 1 1 / 2 " H W S 1 1 / 2 " H W R 1 1 / 2 " H W R 1 1 / 2 " H W R 1 1 / 2 " H W R 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 4 " H W S 1 1 / 4 " H W S 1 1 / 4 " H W S 1 1 / 4 " H W S 1 1 / 4 " H W R 1 1 / 4 " H W R 1 1 / 4 " H W R 1 1 / 4 " H W R 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 3"3"3"3"3"3"3"3" 2 1 / 2 " H W R 2 1 / 2 " H W R 2 1 / 2 " H W R 2 1 / 2 " H W R 2 1 / 2 " H W S 2 1 / 2 " H W S 2 1 / 2 " H W S 2 1 / 2 " H W S AH U AH U AH U AH U 20 0 20 0 20 0 20 0 AIR H A N D L I N G AIR H A N D L I N G AIR H A N D L I N G AIR H A N D L I N G UN I T UN I T UN I T UN I T RA F RA F RA F RA F 10 0 A 10 0 A 10 0 A 10 0 A RE L I E F A I R F A N RE L I E F A I R F A N RE L I E F A I R F A N RE L I E F A I R F A N RA F RA F RA F RA F 10 0 B 10 0 B 10 0 B 10 0 B RE L I E F A I R F A N RE L I E F A I R F A N RE L I E F A I R F A N RE L I E F A I R F A N 5555 4444 3333 3333 3333 3333 3333 3333 3333 3333 3333 3333 3333 3333 4444 5555 5555 6666 HHHH 10 0 10 0 10 0 10 0 SE E D R A W I N G M P 1 0 2 SE E D R A W I N G M P 1 0 2 SE E D R A W I N G M P 1 0 2 SE E D R A W I N G M P 1 0 2 FO R C O N T I N U A T I O N FO R C O N T I N U A T I O N FO R C O N T I N U A T I O N FO R C O N T I N U A T I O N 2222 MH 3 0 3 MH 3 0 3 MH 3 0 3 MH 3 0 3 2222 MH 3 0 1 MH 3 0 1 MH 3 0 1 MH 3 0 1 2"2"2"2"2"2"2"2" VF D VF D VF D VF D 9999 VF D VF D VF D VF D 5555 4" C H W R 4" C H W R 4" C H W R 4" C H W R 4" C H W S 4" C H W S 4" C H W S 4" C H W S 6666 4" C H W R 4" C H W R 4" C H W R 4" C H W R 4" C H W S 4" C H W S 4" C H W S 4" C H W S 11111111 GGGG KKKK 8888 HHHH 7777 6666 AT C AT C AT C AT C EL E C T R I C A L EL E C T R I C A L EL E C T R I C A L EL E C T R I C A L MIXINGMIXINGMIXINGMIXING ATCATCATCATC VA V R VA V R VA V R VA V R 14 0 B 14 0 B 14 0 B 14 0 B VA V R VA V R VA V R VA V R 15 0 B 15 0 B 15 0 B 15 0 B VA V R VA V R VA V R VA V R 15 3 15 3 15 3 15 3 VA V R VA V R VA V R VA V R 15 7 A 15 7 A 15 7 A 15 7 A VA V R VA V R VA V R VA V R 15 4 15 4 15 4 15 4 VA V R VA V R VA V R VA V R 15 9 15 9 15 9 15 9 VA V R VA V R VA V R VA V R 17 0 A 17 0 A 17 0 A 17 0 A VA V R VA V R VA V R VA V R 17 0 B 17 0 B 17 0 B 17 0 B VA V R VA V R VA V R VA V R 17 3 17 3 17 3 17 3 VA V R VA V R VA V R VA V R 17 2 17 2 17 2 17 2 VA V R VA V R VA V R VA V R 17 9 17 9 17 9 17 9 VA V R VA V R VA V R VA V R 10 0 10 0 10 0 10 0 VA V R VA V R VA V R VA V R 10 1 10 1 10 1 10 1 VA V R VA V R VA V R VA V R 17 4 17 4 17 4 17 4 VA V R VA V R VA V R VA V R 10 2 10 2 10 2 10 2 VA V R VA V R VA V R VA V R 17 1 17 1 17 1 17 1 VA V R VA V R VA V R VA V R 15 8 15 8 15 8 15 8 VA V VA V VA V VA V 15 9 A 15 9 A 15 9 A 15 9 A VA V R VA V R VA V R VA V R 18 0 18 0 18 0 18 0 20 3 ME C H 20 6 BO I L E R R O O M 20 3 ME C H 20 3 ME C H S2 0 1 STA I R 20 4 TE C H N O L O G Y VA V R VA V R VA V R VA V R 15 7 B 15 7 B 15 7 B 15 7 B 1"1"1"1" 1"1"1"1" 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 1"1"1"1"1"1"1"1"1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 6"6"6"6"6"6"6"6" 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1"1"1"1"1"1"1"1" 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 1"1"1"1" 1"1"1"1" 3"3"3"3" 4" H W S 4" H W S 4" H W S 4" H W S 4"4"4"4" 3"3"3"3" 6"6"6"6"6"6"6"6" 4"4"4"4"4"4"4"4" 22221111 5555 3333 3333 3333 3333 3333 3333 3333 3333 4444 3333 3333 3333 3333 3333 333333333333 3333 4444 WHWHWHWH 1111 WA T E R H E A T E R WA T E R H E A T E R WA T E R H E A T E R WA T E R H E A T E R BBBB 1111 BO I L E R BO I L E R BO I L E R BO I L E R BBBB 2222 BO I L E R BO I L E R BO I L E R BO I L E R HW P HW P HW P HW P 1111 HE A T I N G W A T E R HE A T I N G W A T E R HE A T I N G W A T E R HE A T I N G W A T E R PU M P PU M P PU M P PU M P HW P HW P HW P HW P 2222 HE A T I N G W A T E R HE A T I N G W A T E R HE A T I N G W A T E R HE A T I N G W A T E R PU M P PU M P PU M P PU M P BC P BC P BC P BC P 1111 BC P BC P BC P BC P 2222 8888 9999 8888 9999 7777 GM U GM U GM U GM U 1111 7777 4"4"4"4" ASASASAS 2222 UHUHUHUH 1111 ETETETET 2222 VF D VF D VF D VF D 2222 VF D VF D VF D VF D 1111 CV - H 1 CV - H 1 CV - H 1 CV - H 1 3"3"3"3" 4"4"4"4" 4" H W R 4" H W R 4" H W R 4" H W R 4" H W R 4" H W R 4" H W R 4" H W R 4" H W R 4" H W R 4" H W R 4" H W R 4" H W R 4" H W R 4" H W R 4" H W R 4" H W R 4" H W R 4" H W R 4" H W R 4"4"4"4" 1"1"1"1" 1"1"1"1" 10101010 SE E D R A W I N G M P 1 0 2 SE E D R A W I N G M P 1 0 2 SE E D R A W I N G M P 1 0 2 SE E D R A W I N G M P 1 0 2 FO R C O N T I N U A T I O N FO R C O N T I N U A T I O N FO R C O N T I N U A T I O N FO R C O N T I N U A T I O N 1111 MH 3 0 1 MH 3 0 1 MH 3 0 1 MH 3 0 1 2222 MH 3 0 3 MH 3 0 3 MH 3 0 3 MH 3 0 3 4444 MH 3 0 1 MH 3 0 1 MH 3 0 1 MH 3 0 1 3333 MH 3 0 1 MH 3 0 1 MH 3 0 1 MH 3 0 1 VA V VA V VA V VA V 20 4 20 4 20 4 20 4 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " VF D VF D VF D VF D 6666 VF D VF D VF D VF D 10101010 VFVFVFVF 5555 DE F DE F DE F DE F 1111 DE F DE F DE F DE F 2222 CD W C CD W C CD W C CD W C 1111 DE T DE T DE T DE T 1111 LVTPLVTPLVTPLVTP VF D VF D VF D VF D 8888VF D VF D VF D VF D 7777 SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, Utah 84010 Telephone (801) 322-0487 Telefax (801) 322-0490 www.heatheng.com 8/22/2012 4:43:02 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\jbeal\Documents\REVIT PROJECTS\v12\11071-Mech-CF_Indianapolis Temple-v12_jbeal.rvt FAN AND BOILER ROOM HVAC PIPING PLANS MP401Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012JTBChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : SC A L E : SC A L E : SC A L E : MP 4 0 1 MP 4 0 1 MP 4 0 1 MP 4 0 1 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " FA N R O O M H V A C P I P I N G P L A N 1111 SC A L E : SC A L E : SC A L E : SC A L E : MP 4 0 1 MP 4 0 1 MP 4 0 1 MP 4 0 1 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " BO I L E R R O O M H V A C P I P I N G P L A N 2222 0000 2- 1 / 2 2-1 / 2 2- 1 / 2 2-1 / 2 5555 5555 10101010 0000 2- 1 / 2 2-1 / 2 2- 1 / 2 2-1 / 2 5555 5555 10101010 DRAWING NOTES NOTE #DESCRIPTION 1111DROP 2" HWS AND HWR PIPING TO MAINDROP 2" HWS AND HWR PIPING TO MAINDROP 2" HWS AND HWR PIPING TO MAINDROP 2" HWS AND HWR PIPING TO MAIN LEVEL, SEE DRAWING MP100 FORLEVEL, SEE DRAWING MP100 FORLEVEL, SEE DRAWING MP100 FORLEVEL, SEE DRAWING MP100 FOR CONTINUATION.CONTINUATION.CONTINUATION.CONTINUATION.22226" CHWS AND CHWR PIPING FROM BELOW,6" CHWS AND CHWR PIPING FROM BELOW,6" CHWS AND CHWR PIPING FROM BELOW,6" CHWS AND CHWR PIPING FROM BELOW,SEE DRAWING MP100 FOR CONTINUATION.SEE DRAWING MP100 FOR CONTINUATION.SEE DRAWING MP100 FOR CONTINUATION.SEE DRAWING MP100 FOR CONTINUATION.33332-WAY CONTROL VALVE, SEE COIL PIPING2-WAY CONTROL VALVE, SEE COIL PIPING2-WAY CONTROL VALVE, SEE COIL PIPING2-WAY CONTROL VALVE, SEE COIL PIPING DETAIL 12/MP501.DETAIL 12/MP501.DETAIL 12/MP501.DETAIL 12/MP501.44443-WAY CONTROL VALVE, SEE COIL PIPING3-WAY CONTROL VALVE, SEE COIL PIPING3-WAY CONTROL VALVE, SEE COIL PIPING3-WAY CONTROL VALVE, SEE COIL PIPING DETAIL 11/MP501.DETAIL 11/MP501.DETAIL 11/MP501.DETAIL 11/MP501.5555SEE DETAIL 2/MP602 FOR HEATING WATERSEE DETAIL 2/MP602 FOR HEATING WATERSEE DETAIL 2/MP602 FOR HEATING WATERSEE DETAIL 2/MP602 FOR HEATING WATER COIL PIPING DIAGRAM.COIL PIPING DIAGRAM.COIL PIPING DIAGRAM.COIL PIPING DIAGRAM.6666SEE DETAIL 1/MP601 FOR CHILLED WATERSEE DETAIL 1/MP601 FOR CHILLED WATERSEE DETAIL 1/MP601 FOR CHILLED WATERSEE DETAIL 1/MP601 FOR CHILLED WATER COIL PIPING DIAGRAM.COIL PIPING DIAGRAM.COIL PIPING DIAGRAM.COIL PIPING DIAGRAM.7777SEE DETAIL 1/MP602 FOR BOILER PIPINGSEE DETAIL 1/MP602 FOR BOILER PIPINGSEE DETAIL 1/MP602 FOR BOILER PIPINGSEE DETAIL 1/MP602 FOR BOILER PIPING DIAGRAM.DIAGRAM.DIAGRAM.DIAGRAM.8888SEE DETAILS 1/MP602 AND 1/MP602 FORSEE DETAILS 1/MP602 AND 1/MP602 FORSEE DETAILS 1/MP602 AND 1/MP602 FORSEE DETAILS 1/MP602 AND 1/MP602 FOR HOT WATER PUMP PIPING REQUIREMENTS.HOT WATER PUMP PIPING REQUIREMENTS.HOT WATER PUMP PIPING REQUIREMENTS.HOT WATER PUMP PIPING REQUIREMENTS.9999MOUNT HEATING WATER PUMP ON CONCRETEMOUNT HEATING WATER PUMP ON CONCRETEMOUNT HEATING WATER PUMP ON CONCRETEMOUNT HEATING WATER PUMP ON CONCRETE INERTIAL BASE.INERTIAL BASE.INERTIAL BASE.INERTIAL BASE.10101010HW MAKE-UP PRV AND RELIEF VALVEHW MAKE-UP PRV AND RELIEF VALVEHW MAKE-UP PRV AND RELIEF VALVEHW MAKE-UP PRV AND RELIEF VALVE STATION. REFERENCE FLOW DIAGRAMSTATION. REFERENCE FLOW DIAGRAMSTATION. REFERENCE FLOW DIAGRAMSTATION. REFERENCE FLOW DIAGRAM MP602.MP602.MP602.MP602.11111111DROP 4" CHWS AND CHWR PIPING THROUGHDROP 4" CHWS AND CHWR PIPING THROUGHDROP 4" CHWS AND CHWR PIPING THROUGHDROP 4" CHWS AND CHWR PIPING THROUGH PLENUM ROOF. SEAL PENETRATIONS AIRPLENUM ROOF. SEAL PENETRATIONS AIRPLENUM ROOF. SEAL PENETRATIONS AIRPLENUM ROOF. SEAL PENETRATIONS AIR TIGHT.TIGHT.TIGHT.TIGHT.GENERAL NOTE ALL HWS AND HWR PIPING RUNOUTS TO VAVRALL HWS AND HWR PIPING RUNOUTS TO VAVRALL HWS AND HWR PIPING RUNOUTS TO VAVRALL HWS AND HWR PIPING RUNOUTS TO VAVR BOXES TO BE 3/4" UNLESS NOTED OTHERWISE.BOXES TO BE 3/4" UNLESS NOTED OTHERWISE.BOXES TO BE 3/4" UNLESS NOTED OTHERWISE.BOXES TO BE 3/4" UNLESS NOTED OTHERWISE.INSTALL DUCTWORK AND PIPING OVERINSTALL DUCTWORK AND PIPING OVERINSTALL DUCTWORK AND PIPING OVERINSTALL DUCTWORK AND PIPING OVER MECHANICAL PLATFORM AND CATWALKS ASMECHANICAL PLATFORM AND CATWALKS ASMECHANICAL PLATFORM AND CATWALKS ASMECHANICAL PLATFORM AND CATWALKS AS HIGH AS POSSIBLE. RUN IN STRUCTUREHIGH AS POSSIBLE. RUN IN STRUCTUREHIGH AS POSSIBLE. RUN IN STRUCTUREHIGH AS POSSIBLE. RUN IN STRUCTURE WHERE POSSIBLE TO MAINTAIN ACCESSIBILITYWHERE POSSIBLE TO MAINTAIN ACCESSIBILITYWHERE POSSIBLE TO MAINTAIN ACCESSIBILITYWHERE POSSIBLE TO MAINTAIN ACCESSIBILITY OF PLATFORM AND CATWALKS.OF PLATFORM AND CATWALKS.OF PLATFORM AND CATWALKS.OF PLATFORM AND CATWALKS.A.A.A.A.1August 27,2012Addendum #1B.B.B.B. 1111 1111 1111 GGGG KKKK LLLL L.9L.9L.9L.9 MMMM NNNNHHHH 7777 6666 5555 VA V R VA V R VA V R VA V R B0 4 B0 4 B0 4 B0 4 VA V R VA V R VA V R VA V R B0 6 B B0 6 B B0 6 B B0 6 B VA V R VA V R VA V R VA V R B0 6 A B0 6 A B0 6 A B0 6 A S0 0 1 STA I R B0 6 MEC H B0 5 LO W E R F O N T HXHXHXHX 2222 ETETETET 3333 ETETETET 1111 GM U GM U GM U GM U 1111CH W P CH W P CH W P CH W P 1111 CH W P CH W P CH W P CH W P 2222 WSWSWSWS 1111 WA T E R S O F T N E R WA T E R S O F T N E R WA T E R S O F T N E R WA T E R S O F T N E R FFFFFFFF 1111 FO N T F I L T E R FO N T F I L T E R FO N T F I L T E R FO N T F I L T E R SM P SM P SM P SM P 2222 SN O W M E L T SN O W M E L T SN O W M E L T SN O W M E L T PU M P PU M P PU M P PU M P SM P SM P SM P SM P 1111 SN O W M E L T SN O W M E L T SN O W M E L T SN O W M E L T PU M P PU M P PU M P PU M P GM U GM U GM U GM U 2222 GL Y C O L M A K E - U P GL Y C O L M A K E - U P GL Y C O L M A K E - U P GL Y C O L M A K E - U P UN I T UN I T UN I T UN I T EL E C EL E C EL E C EL E C E L E C EL E C EL E C EL E C E L E C EL E C EL E C EL E C VF D VF D VF D VF D 4444 VA R I A B L E VA R I A B L E VA R I A B L E VA R I A B L E FR E Q U E N C Y FR E Q U E N C Y FR E Q U E N C Y FR E Q U E N C Y DR I V E DR I V E DR I V E DR I V E VF D VF D VF D VF D 3333 VA R I A B L E VA R I A B L E VA R I A B L E VA R I A B L E FR E Q U E N C Y FR E Q U E N C Y FR E Q U E N C Y FR E Q U E N C Y DR I V E DR I V E DR I V E DR I V E VA V R VA V R VA V R VA V R B0 8 B0 8 B0 8 B0 8 VA V R VA V R VA V R VA V R B0 7 B0 7 B0 7 B0 7 FC P FC P FC P FC P 1111 ASASASAS 1111 6" C H W S 6" C H W S 6" C H W S 6" C H W S 6" C H W R 6" C H W R 6" C H W R 6" C H W R 1"1"1"1" 1"1"1"1" 2 1 / 2 " S H W R 2 1 / 2 " S H W R 2 1 / 2 " S H W R 2 1 / 2 " S H W R 2 1 / 2 " S H W R 2 1 / 2 " S H W R 2 1 / 2 " S H W R 2 1 / 2 " S H W R 2 1 / 2 " S H W R 2 1 / 2 " S H W R 2 1 / 2 " S H W R 2 1 / 2 " S H W R 2 1 / 2 " S H W S 2 1 / 2 " S H W S 2 1 / 2 " S H W S 2 1 / 2 " S H W S 2 1 / 2 " S H W S 2 1 / 2 " S H W S 2 1 / 2 " S H W S 2 1 / 2 " S H W S 1"1"1"1" 1"1"1"1" 2 1 / 2 " S H W R 2 1 / 2 " S H W R 2 1 / 2 " S H W R 2 1 / 2 " S H W R ASASASAS 3333 3/4 " H W R 3/4 " H W R 3/4 " H W R 3/4 " H W R 3/4 " H W S 3/4 " H W S 3/4 " H W S 3/4 " H W S 3/4 " H W S 3/4 " H W S 3/4 " H W S 3/4 " H W S 3/4 " H W R 3/4 " H W R 3/4 " H W R 3/4 " H W R 3/4 " H W R 3/4 " H W R 3/4 " H W R 3/4 " H W R 3/4 " H W S 3/4 " H W S 3/4 " H W S 3/4 " H W S 1" H W S 1" H W S 1" H W S 1" H W S 1" H W R 1" H W R 1" H W R 1" H W R 2 1 / 2 " H W S 2 1 / 2 " H W S 2 1 / 2 " H W S 2 1 / 2 " H W S 2 1 / 2 " H W R 2 1 / 2 " H W R 2 1 / 2 " H W R 2 1 / 2 " H W R CV - H 4 CV - H 4 CV - H 4 CV - H 4 2" H W R 2" H W R 2" H W R 2" H W R 2" H W S 2" H W S 2" H W S 2" H W S 1111 2222 3333 4444 5555 5555 5555 5555 SEE DRAWING MP202 SEE DRAWING MP202 SEE DRAWING MP202 SEE DRAWING MP202 FOR CONTINUATION FOR CONTINUATION FOR CONTINUATION FOR CONTINUATION 5555 6" C H W R 6" C H W R 6" C H W R 6" C H W R 6" C H W S 6" C H W S 6" C H W S 6" C H W S VA C VA C VA C VA C 1111 ACACACAC 1111 B0 8 STO R A G E B0 7 WO R K S H O P B0 3 SE C U R I T Y B0 1 HA L L B0 2 ST O R A G E 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " VA V R VA V R VA V R VA V R B0 3 B0 3 B0 3 B0 3 VA V R VA V R VA V R VA V R B0 2 B0 2 B0 2 B0 2 5555 6666 SEE DRAWING MP202 SEE DRAWING MP202 SEE DRAWING MP202 SEE DRAWING MP202 FOR CONTINUATION FOR CONTINUATION FOR CONTINUATION FOR CONTINUATION 6" C H W R 6" C H W R 6" C H W R 6" C H W R 6" C H W S 6" C H W S 6" C H W S 6" C H W S CR P CR P CR P CR P 1111 BD S BD S BD S BD S 1111 SS C T SS C T SS C T SS C T 1111 CR U CR U CR U CR U 1111 ES B ES B ES B ES B 1111 1"1"1"1" 1"1"1"1" 1"1"1"1" 1"1"1"1" STSTSTST 3333 1"1"1"1" 1"1"1"1" 7777 1"1"1"1" 1"1"1"1" 1"1"1"1" STSTSTST 1111FTFTFTFT1111STSTSTST2222 SPSPSPSP 2222 SPSPSPSP 1111 8888 8888 8888 8888 6" C H W R 6" C H W R 6" C H W R 6" C H W R 6" C H W S 6" C H W S 6" C H W S 6" C H W S SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, Utah 84010 Telephone (801) 322-0487 Telefax (801) 322-0490 www.heatheng.com 8/6/2012 12:36:43 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\jbeal\Documents\REVIT PROJECTS\v12\11071-Mech-CF_Indianapolis Temple-v12_jbeal.rvt BASEMENT MECH. ROOM PIPING PLAN MP402Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012JTBChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : SC A L E : SC A L E : SC A L E : 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " BA S E M E N T M E C H A N I C A L R O O M H V A C P I P I N G P L A N 0000 2- 1 / 2 2- 1 / 2 2- 1 / 2 2- 1 / 2 5555 5555 10101010 DRAWING NOTES NOTE #DESCRIPTION 11112" HWS AND HWR FROM ABOVE. SEE2" HWS AND HWR FROM ABOVE. SEE2" HWS AND HWR FROM ABOVE. SEE2" HWS AND HWR FROM ABOVE. SEE DRAWING MP101 FOR CONTINUATION.DRAWING MP101 FOR CONTINUATION.DRAWING MP101 FOR CONTINUATION.DRAWING MP101 FOR CONTINUATION.2222RISE 6" CHWS AND CHWR TO MAIN LEVEL.RISE 6" CHWS AND CHWR TO MAIN LEVEL.RISE 6" CHWS AND CHWR TO MAIN LEVEL.RISE 6" CHWS AND CHWR TO MAIN LEVEL.SEE DRAWING MP101 FOR CONTINUATION.SEE DRAWING MP101 FOR CONTINUATION.SEE DRAWING MP101 FOR CONTINUATION.SEE DRAWING MP101 FOR CONTINUATION.3333CHW MAKE-UP PRV STATION. REFERENCECHW MAKE-UP PRV STATION. REFERENCECHW MAKE-UP PRV STATION. REFERENCECHW MAKE-UP PRV STATION. REFERENCE FLOW DIAGRAM MP601.FLOW DIAGRAM MP601.FLOW DIAGRAM MP601.FLOW DIAGRAM MP601.4444SHW MAKE-UP PRV AND RELIEF STATION.SHW MAKE-UP PRV AND RELIEF STATION.SHW MAKE-UP PRV AND RELIEF STATION.SHW MAKE-UP PRV AND RELIEF STATION.REFERENCE FLOW DIAGRAM MP103.REFERENCE FLOW DIAGRAM MP103.REFERENCE FLOW DIAGRAM MP103.REFERENCE FLOW DIAGRAM MP103.55552-WAY CONTROL VALVE, SEE COIL PIPING2-WAY CONTROL VALVE, SEE COIL PIPING2-WAY CONTROL VALVE, SEE COIL PIPING2-WAY CONTROL VALVE, SEE COIL PIPING DETAIL 12/MP501.DETAIL 12/MP501.DETAIL 12/MP501.DETAIL 12/MP501.66663-WAY CONTROL VALVE, SEE COIL PIPING3-WAY CONTROL VALVE, SEE COIL PIPING3-WAY CONTROL VALVE, SEE COIL PIPING3-WAY CONTROL VALVE, SEE COIL PIPING DETAIL 11/MP501.DETAIL 11/MP501.DETAIL 11/MP501.DETAIL 11/MP501.7777RISE 1" STEAM AND CONDENSATE PIPING TORISE 1" STEAM AND CONDENSATE PIPING TORISE 1" STEAM AND CONDENSATE PIPING TORISE 1" STEAM AND CONDENSATE PIPING TO MAIN FLOOR. SEE DRAWING MP101 FORMAIN FLOOR. SEE DRAWING MP101 FORMAIN FLOOR. SEE DRAWING MP101 FORMAIN FLOOR. SEE DRAWING MP101 FOR CONTINUATION.CONTINUATION.CONTINUATION.CONTINUATION.8888SEE DETAIL 9/MP502 FOR PIPINGSEE DETAIL 9/MP502 FOR PIPINGSEE DETAIL 9/MP502 FOR PIPINGSEE DETAIL 9/MP502 FOR PIPING PENETRATION DETAIL.PENETRATION DETAIL.PENETRATION DETAIL.PENETRATION DETAIL.GENERAL NOTE COORDINATE SLEEVES THROUGH WALLS WITHCOORDINATE SLEEVES THROUGH WALLS WITHCOORDINATE SLEEVES THROUGH WALLS WITHCOORDINATE SLEEVES THROUGH WALLS WITH STRUCTURAL.STRUCTURAL.STRUCTURAL.STRUCTURAL.SEE CHW FLOW DIAGRAM MP601 AND HW ANDSEE CHW FLOW DIAGRAM MP601 AND HW ANDSEE CHW FLOW DIAGRAM MP601 AND HW ANDSEE CHW FLOW DIAGRAM MP601 AND HW AND SNOWMELT FLOW DIAGRAM MP603 FORSNOWMELT FLOW DIAGRAM MP603 FORSNOWMELT FLOW DIAGRAM MP603 FORSNOWMELT FLOW DIAGRAM MP603 FOR ADDITIONAL PIPING AND VALVE REQUIREMENTS.ADDITIONAL PIPING AND VALVE REQUIREMENTS.ADDITIONAL PIPING AND VALVE REQUIREMENTS.ADDITIONAL PIPING AND VALVE REQUIREMENTS.INSTALL DUCTWORK AND PIPING OVERINSTALL DUCTWORK AND PIPING OVERINSTALL DUCTWORK AND PIPING OVERINSTALL DUCTWORK AND PIPING OVER MECHANICAL PLATFORM AND CATWALKS AS HIGHMECHANICAL PLATFORM AND CATWALKS AS HIGHMECHANICAL PLATFORM AND CATWALKS AS HIGHMECHANICAL PLATFORM AND CATWALKS AS HIGH AS POSSIBLE. RUN IN STRUCTURE WHEREAS POSSIBLE. RUN IN STRUCTURE WHEREAS POSSIBLE. RUN IN STRUCTURE WHEREAS POSSIBLE. RUN IN STRUCTURE WHERE POSSIBLE TO MAINTAIN ACCESSIBILITY OFPOSSIBLE TO MAINTAIN ACCESSIBILITY OFPOSSIBLE TO MAINTAIN ACCESSIBILITY OFPOSSIBLE TO MAINTAIN ACCESSIBILITY OF PLATFORM AND CATWALKS.PLATFORM AND CATWALKS.PLATFORM AND CATWALKS.PLATFORM AND CATWALKS.A.A.A.A.B.B.B.B.C.C.C.C. TA B L E A P P L I E S O N L Y T O P I P I N G R U N S W H I C H A R E N O T D I M ENSIONED ON THE PIPING PLANS. DIM " C " : W H E R E P I P E S O F D I F F E R E N T S I Z E A R E R U N P A R ALLEL, USE ONE-HALF OF THE FO R T H E S M A L L E R P I P E , T O D E T E R M I N E T H E M I N . C E N T E R LINE SPACING BETWEEN ADJACENT RUNS. DIM E N S I O N T A B U L A T E D F O R T H E L A R G E R P I P E , P L U S O N E - H ALF OF THE DIMENSION TABULATED5"4-1/2"10"7"2", 2-1/2" NO T E S : 2.1. 3", 3-1/2"6"8"4"5"9"10"8"8-1/2"7-1/2"5"7-1/2"6-1/2"5-1/2"6"14"16"12"13"11"9"11"7"8"6" ME M B E R WA L L , C E I L I N G ST R U C T U R A L OR O T H E R MINIMUM CENTERLINE SPACINGINSULATED PIPE 1/2", 3/4"PIPE SIZE 1", 1-1/4", 1-1/2"NOMINAL 6"5"ADIMENSIONABCC 4"3-1/2"DIMENSIONBARE PIPE 8"B 6"DIMENSION 4"D 3"DIMENSIONCEDSTRUCTURALWALL, CEILING OR OTHER MEMBER ~~~SPLIT RING CLEVIS HANGER ROD SIZE HA N G E R S S I Z E S A N D S P A C I N G A R E F O R S I N G L E P I P E S . H A N GER ROD LOADING FO R T R A P E Z E H A N G E R S S H A L L N O T E X C E E D T H E T O T A L L O A D ING INDICATED. IF S M A L L E R R O D S I Z E I S U S E D , D E C R E A S E M A X I M U N S P A C I NG SO THAT TOTAL LO A D I N G I S N O T E X C E E D E D . S U P P O R T F R O M S T R U C T U R E P A N EL POINTS.UP TO 2000 LBS. USE 1" A N D S M A L L E R MAX. SPACING NO T E : 5" - 8" 2- 1 / 2 " - 4 " 1- 1 / 4 " - 2 "PIPE SIZE 12 16810TRAPEZE HANGER PIPE LOAD 2.5/20 50/80020/2406/60WEIGHT/FT. TOTALP-1001.DOUBLE NUT HANGER "UNISTRUT" 1-5/8"UP TO 700 LBS. USE P-1000, FOR LOADINGCHANNEL-FOR LOADINGROD. TYPICAL 3/8"5/8"7/8"3/8" CA L S I U M S I L I C A T E T H E R M A L IN S U L A T I O N I N S E R T 3 6 0 D E G . CO V E R A G E / E N C A S E M E N T W I T H GA L V A N I Z E D P R O T E C T I O N SH I E L D , 3 6 0 D E G . C O V E R A G E / EN C A S E M E N T . PIP E I N S U L A T I O N INSERTS CONNECTIONOR BEAM/TRUSS CINCH ANCHORSWELDED STEEL WALL BRACKET ANGLE RODADJUSTABLEPIPE STANDTHRU-BOLTEYE BOLTS TURNBUCKLE U-BOLTOR BEAM/TRUSS CONNECTION WALL BRACKET U-BOLTSSTEEL OFFSET CINCH ANCHORS EYE BOLT PIPE CLAMPRODTURNBUCKLEINSERTS I-BEAM STEEL PLATEBLOCK WALLCLAMPSANGLEU-BOLTSROD SPLIT RING CLEVIS HANGER NOTE:SEE DETAILS 2/MP501, 4/MP502 AND 5/MP502 FOR ADDITIONAL REQUIREMENTS AND FOR THERMAL INSULATION INSERT AND PROTECTION SHIELD REQUIREMENTS.FIVE PIPE DIAMETERS MINIMUM FIV E P I P E D I A M E T E R S M I N I M U M FLOW VENTURI OR BALANCING DEVICEVALVE OR OTHER FITTING DIRECTION OF FLOWDIRECTIONOF FLOWFITTINGVALVE OR OTHER TWO PIPE DIAMETERS MINIMUMFSREDUCER (TYPICAL)UNION (TYPICAL) FL E X I B L E CO N C R E T E I N E R T I A P A D CO N N E C T I O N RE D U C E R BU T T E R F L Y V A L V E (B A L A N C E ) CH E C K V A L V E (S H U T - O F F ) BU T T E R F L Y V A L V E SE I S M I C S P R I N G W/I N T E R N A L S T R A I N E R DR A I N L I N E T O F L O O R AD J U S T A B L E S U P P O R T DR A I N ( 1 / 2 " M I N . ) DR A I N V A L V E 6" S P O O L P I E C E SU C T I O N D I F F U S E R TY P I C A L GA U G E V A L V E BA L L V A L V E , PR E S S U R E G A U G E PU M P D I S C H A R G E VIB R A T I O N M O U N T S CIR C U I T B A L A N C I N G V A L V E , UN I T H E A T E R DR A I N V A L V E UN I O N ( T Y P . ) ST R A I N E R SP R I N G V I B R A T I O N TH R E A D E D R O D BA L L V A L V E HA N G E R IS O L A T O R S RE Q U I R E D ( T Y P . ) RE D U C E R A S HW R HW S AQ U A S T A T VA L V E ( T Y P . ) SH U T - O F F B A L L CO N T R O L V A L V E MA I N O R B R A N C H L I N E BA L L V A L V E AIR C H N A M E R 1-1 / 4 " x 1 2 " L O N G HIG H P O I N T 3/8 " OV E R A L L S I Z E A S R E Q U I R E D B Y EQ U I P M E N T . 1 2 " x 1 2 " M I N . US E S P E C I A L B A S E S W H E R E C A L L E D 2. FO R . PL A S T E R A F T E R ST R I P P I N G F O R M NO T E S : 1. CH A M F E R A R O U N D 40 0 0 P S I C O N C R E T E IN T O F L O O R S L A B DO W E L I N T O F L O O R W I T H 1/2 " A L L - T H R E A D 1 2 " O . C . AN C H O R B O L T S T H R U P A D #3 R E - B A R 6 " O . C . TIE T O R E B A R BO T H W A Y S 4" M I N . WA T E R P R O O F I N G FO U N D A T I O N W A L L PIP I N G BU I L D I N G W A L L O R C H I L L E R E N C L O S U R E W A L L CO L L A R PE N E T R A T I O N S E A L M O D E L L S WA T E R S T O P & A N C H O R LIN K - S E A L T Y P E W A L L A BO L T & S U P P O R T C H A N N E L PE R T W O D I A . I N C H , 4 M I N . ST A G G E R T O A L L O W A C C E S S FL A N G E B O L T S C H E D U L E 18 " - 2 4 " 4" & L E S S 10 " - 1 6 " PIP E D I A . 6"- 8 " FL A N G E S I Z E . U S E O N E TO L I N K S E A L B O L T S BO L T S I Z E T O M A T C H 3/4 " 1" BO L T D I A . 1/2 " 5/8 " TO M A T C H F L A N G E SU P P O R T C H A N N E L . W/T W O B O L T S . S I Z E AN C H O R T O W A L L GA L V A N I Z E D A BO L T SH I E L D ( T Y P . ) EX P A N S I O N SE C T I O N A - A OR F L O O R PIP I N G P E N E T R A T I O N T H R U F I R E PIP I N G E X P O S E D T O V I E W IN T E R I O R W A L L S WA L L S I N A S M O K E T I G H T M A N N E R CO N C E A L E D P I P I N G PIP E A N D I N S U L A T I O N T O B E SU P P O R T P I P E F R O M S L E E V E CE N T E R E D I N S L E E V E - D O N O T TY P I C A L A L L A R O U N D B O T H S I D E S WIT H U L F I R E R E S I S T A N T C A U L K SL E E V E O F S I Z E T O P A S S P I P E ST A N D A R D W E I G H T S T E E L P I P E SIZ E T O C O M P L E T E L Y C O V E R FL U S H A G A I N S T W A L L A N D O F FIN I S H E D E S C U T C H E O N P L A T E OP E N I N G AL L A R O U N D ) BA C K E R R O D ( T Y P I C A L FIN I S H E D W A L L S U R F A C E TE R M I N A T E S L E E V E F L U S H W I T H FIN I S H E D W A L L S U R F A C E S SE A L O R C A U L K S L E E V E S A N D VA L V E W / U N I O N E N D S MIN . 5 P I P E D I A M E T E R S 3- W A Y M O D U L A T I N G C O N T R O L A SH U T - O F F B A L L V A L V E ( T Y P . ) VA L V E S ( R E F R I G E R A T I O N F L A R E BA L A N C I N G V A L V E W / S C H R A D E R W/ M E M O R Y S T O P & I N D I C A T O R , CIR C U I T B A L A N C E V A L V E CO N N S . W I L L N O T B E A C C E P T E D ) . W/ H O S E E N D & C A P 2. V A L V E S & S H A L L B E I N S T A L L E D W I T H I N 2 ' - 0 " O F V A L V E 1. I N S T A L L V A L V E S A S C L O S E T O C O I L A S P O S S I B L E . TH R E A D E D T O S W E A T NO T E S : C B CO N N E C T I O N FL O W AIR C 1/2 " B A L L V A L V E TH R E A D E D I N S E R T & P / T P L U G . BA L L V A L V E W / ME M O R Y S T O P & CO P P E R T E E W / IN D I C A T O R B VE N T H E A D E R MA N U A L A I R V E N T VA L V E F O R E A C H PR O V I D E 1 / 2 " B A L L IN S E R T A N D P / T P L U G CO P P E R T E E W I T H T H R E A D E D TH R E A D E D T O S W E A T CO N N E C T I O N N.O . N.C. C PA T T E R N . IN S U R I N G P R O P E R F L O W PR I O R T O I N S T A L L A T I O N OF T O B E I N S T A L L E D V A L V E ( S ) FIE L D V E R I F Y A C T U A L P O R T I N G VA L V E P O R T I N G I S D I A G R A M T I C . NO T E S : HW S RE D U C E R HW R A WH E R E I N D I C A T E D O N D R A W I N G S . TY P I C A L F O R V A V R H W C O I L S 1.2. NO T E S : HW S HW R WIL L N O T B E A C C E P T E D ) . S E L E C T VE N T U R I F O R 2 0 " T O 5 0 " W . G . FL O W S E T A C C U S E T T E R V A L V E (R E F R I G E R A T I O N F L A R E C O N N S . VE N T U R I W / S C H R A D E R V A L V E S W/ M E M O R Y S T O P & I N D I C A T O R , RE D U C E R 2-W A Y M O D U L A T I N G C O N T R O L & P / T P L U G . CO P P E R T E E W / TH R E A D E D I N S E R T 2. V A L V E S H A L L B E I N S T A L L E D W I T H I N 2 ' - 0 " O F V AL V E . 1. I N S T A L L V A L V E S A S C L O S E T O C O I L A S P O S S I B L E . FL O W TH R E A D E D T O SW E A T C O N N . B MA N U A L A I R V E N T PR O V I D E 1 / 2 " B A L L VE N T H E A D E R VA L V E F O R E A C H AIR CO P P E R PIP E CO P P E R T E E W / B W/ H O S E E N D & C A P 1/2 " B A L L V A L V E SH U T - O F F B A L L V A L V E ( T Y P . ) ATH R E A D E D I N S E R T & P / T P L U G . PIP E CO P P E R ƒ P A T R A T E D F L O W VA L V E W / U N I O N E N D S MIN . 5 P I P E D I A M E T E R S TH R E A D E D T O SW E A T C O N N . A RE M O V A B L E C A P SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, Utah 84010 Telephone (801) 322-0487 Telefax (801) 322-0490 www.heatheng.com 8/6/2012 12:36:44 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\jbeal\Documents\REVIT PROJECTS\v12\11071-Mech-CF_Indianapolis Temple-v12_jbeal.rvt HVAC PIPING DETAILS MP501Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012JTBChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MP501MP501MP501MP501 PI P E C L E A R A N C E D A T A 1111 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MP501MP501MP501MP501 PI P E H A N G E R D E T A I L 2222 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MP501MP501MP501MP501 TY P I C A L P I P E S U P P O R T S D E T A I L 3333 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MP501MP501MP501MP501 BA L A N C E / F L O W D E V I C E I N S T A L L A T I O N DE T A I L 4444 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MP 5 0 1 MP 5 0 1 MP 5 0 1 MP 5 0 1 PU M P A N D B A S E D E T A I L - E N D S U C T I O N 5555 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MP 5 0 1 MP 5 0 1 MP 5 0 1 MP 5 0 1 UN I T H E A T E R D E T A I L 6666 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MP 5 0 1 MP 5 0 1 MP 5 0 1 MP 5 0 1 MA N U A L A I R V E N T D E T A I L 7777 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MP 5 0 1 MP 5 0 1 MP 5 0 1 MP 5 0 1 CO N C R E T E B A S E / H O U S E K E E P I N G P A D DE T A I L 8888 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MP 5 0 1 MP 5 0 1 MP 5 0 1 MP 5 0 1 CH I L L E D W A T E R P I P E E N T R Y A N D A N C H O R DE T A I L 9999 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MP 5 0 1 MP 5 0 1 MP 5 0 1 MP 5 0 1 PI P I N G P E N E T R A T I O N D E T A I L 10101010 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MP 5 0 1 MP 5 0 1 MP 5 0 1 MP 5 0 1 3- W A Y V A V H E A T I N G C O I L P I P I N G D E T A I L 11111111 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MP 5 0 1 MP 5 0 1 MP 5 0 1 MP 5 0 1 2- W A Y V A V H E A T I N G C O I L P I P I N G D E T A I L 12121212 FO R H E A T I N G W A T E R P U M P S H W P - 1 FO R H E A T I N G W A T E R P U M P S H W P - 1 FO R H E A T I N G W A T E R P U M P S H W P - 1 FO R H E A T I N G W A T E R P U M P S H W P - 1 AN D H W P - 2 . C H W P - 1 A N D C H W P - 2 , AN D H W P - 2 . C H W P - 1 A N D C H W P - 2 , AN D H W P - 2 . C H W P - 1 A N D C H W P - 2 , AN D H W P - 2 . C H W P - 1 A N D C H W P - 2 , AN D S M P - 1 A N D S M P - 2 S I M I L A R AN D S M P - 1 A N D S M P - 2 S I M I L A R AN D S M P - 1 A N D S M P - 2 S I M I L A R AN D S M P - 1 A N D S M P - 2 S I M I L A R EX C E P T W I T H O U T I N E R T I A B A S E . EX C E P T W I T H O U T I N E R T I A B A S E . EX C E P T W I T H O U T I N E R T I A B A S E . EX C E P T W I T H O U T I N E R T I A B A S E . AN C H O R I N T O W A L L ( 3 / 8 " D I A . x 3 " ) UN I S T R U T P I P E C L A M P PIP E I N S U L A T I O N UN I S T R U T C H A N N E L WA L L HIGH DENSITY CALSIUM SILICATE INSULATION INSERT 360 DEG.COVERAGE/ENCASEMENT. GA L V A N I Z E D P R O T E C T I O N SH I E L D . 3 6 0 D E G . CO V E R A G E / E N C A S E M E N T 16 G A G E M I N I M U M ( T Y P . ) CONCRETE SLABCHANNEL GALVANIZED1-5/8" x 1-5/8" UNISTRUTUNISTRUT PIPE CLAMP BO L T S , 3 " L O N G . 2- 3 / 8 " D I A . E X P A N S I O N 3/8 " x 4 " x 8 " P L A T E W I T H 3" x 3 " x 3 / 1 6 " A N G L E 1/4 AD J U S T M E N T O F T E N S I O N DO U B L E N U T T O A L L O W PIP I N G 1/4PIPINGHIGH DENSITY CALSIUM SILICATE INSULATION INSERT, 360 DEG.COVERAGE/ENCASEMENT (TYPICAL). GA L V A N I Z E D P R O T E C T I O N S H I E L D 36 0 D E G . C O V E R A G E / E N C A S E M E N T (T Y P I C A L ) GA L V A N I Z E D (GALVANIZED) GA L V A N I Z E D GA L V A N I Z E D EX T E R I O R P I P E IN S U L A T I O N W I T H EM B O S E D A L U M I N U M JA C K E T 6" MIN.STEAM DISTRIBUTOR (INJECTOR) FACTORY INSTALLED IN AIR HANDLING UNIT. ST E A M H O S E W I T H A N D ST A I N L E S S S T E E L C L A M P S 1" S L O P E A N D EX T E N D T O F L O O R DR A I N 1- 3 / 4 " S T E A M HU M I D I F I E R 1-3/4" STEAM STEAM HOSE AND STAINLESS STEEL CLAMPS HUMIDIFIER MOUNT HUMIDIFIER TO FREE STANDING GALVANIZED CHANNEL (UNISTRUT) SUPPORT STAND.CLAMP AND HOSE DRAIN FUNNEL 1" TO DRAIN SLOPE AND EXTEND TO FLOOR DRAIN ANCHOR SUPPORT STAND TO FLOOR TY P I C A L SH U T - O F F BA L L VA L V E 3/4"3/4" MAKE-UP SL O P E T O W A R D HUMIDIFIERSLOPE TOWARD AIR G A P 1-3/4"1-1/2"1-3/4" STEAM 1- 3 / 4 " S T E A M P-TRAP 6" MINIMUM,SHALL BE 2" MORE THAN DUCT STATIC. CO N T R O L L E R PE N D A N T T H E R M O S T A T SE C U R E L Y T O W A L L . CO A T S O F P A I N T . F A S T E N CO L O R W I T H P R I M E R & T W O PA I N T P A N T O M A T C H B L D G . LIN E S . A N C H O R T O E A V E . AR O U N D R E F R I G . & D R A I N 20 G A . S H E E T M E T A L P A N FIN I S H E D F L O O R AR C H P L A N S WA L L , S E E CE I L I N G 1-3 / 1 6 " M I N MA K E W E A T H E R T I G H T TH R U W A L L . C A U L K A N D (M I N . 3 S U P P O R T S ) UN I S T R U T P I P E S U P P O R T BO L T U N I T T O P A D GR A D E PA D 4" C O N C R E T E AIR F L O W 1'- 0 " M I N . BY M A N U F A C T U R E R RE F R I G E R A N T P I P I N G S I Z E D AS R E Q U I R E D B Y PIP E S U P P O R T S MA N U F A C T U R E R PL A N V I E W A - A SE C T I O N ME C H A N I C A L R U B B E R SE A L S O R W A T E R P R O O F SE A L A N T , T Y P I C A L TY P I C A L 3/4 " D R A I N / W I T H B A L L VA L V E , A N D H O S E CO N N E C T I O N T Y P . MA N I F O L D RIS E R S , S E E P L A N S SH W R C O P P E R P& T P L U G , T Y P . MA S T I C C O A T I N G 24 " TY P I C A L 3" T Y P I C A L 6" C O N C R E T E W A L L S , SH W S C O P P E R M A N I F O L D 12 " „ „ 1Ð " T H I C K I N S U L A T I O N , TY P I C A L BA L L T Y P E S H U T - O F F SC H E D U L E 4 0 C A R B O N VA L V E , T Y P . DIE L E C T R I C U N I O N , T Y P . ST E E L P I P I N G . U N L E S S 8" WA L L S L E E V E , T Y P I C A L LE A K P L A T E , T Y P I C A L 6" NE E N A H T Y P E R - 1 8 3 0 A C C E S S CO V E R & S U P P O R T S T R U C T U R E CO N C . W A L L S @ 1 2 " O . C . AN C H O R T O A C C E S S P I T SH W S H E A D E R , S E E P L A N S PR O V I D E A C C E S S B O X W I T H WA L L S A N D F L O O R A L L A R O U N D 6" T H I C K R E I N F O R C E D C O N C R E T E EA C H M A N I F O L D , S E E D E T A I L SU P P O R T . T Y P . O F 2 P L A C E S GA L V A N I Z E D S A D D L E P I P E PL A N S F O R S I Z E . SH W R H E A D E R S E E 6" 12 " TY P . S N O W M E L T I N G T U B I N G RO U T I N G . S E E P L A N F O R EX A C T L A Y O U T A 18 " A FO R S I Z E ZO N E T A K E - O F F FO R E X A C T Q U A N T I T Y AC C E S S B O X S C H E D U L E LE N G T H V A R I E S SE E S C H E D U L E AB O V E NO T E D O T H E R W I S E . AS R E Q U I R E D 3/M P 5 0 1 NO T E : OP T I O N T O P R O V I D E F A C T O R Y F A B R I C A T E D FIB E R G L A S S S P R I N K L E R B O X W I T H SIM I L A R D I M E N S I O N S . „ „ SY M B O L SIZ E (L x W x D ) I N S I D E CL E A R D I M E N S I O N S 84 " x 2 4 " x 3 0 " MB 1 48 " x 2 4 " x 3 0 " MB 2 60 " x 2 4 " x 3 0 " MB 3 CIR C U I T B A L A N C E V A L V E 1" 2" SH W R H E A D E R SH W S H E A D E R BA L L T Y P E S H U T - O F F VA L V E ( T Y P . E A C H C I R C U I T ) 1 CO N N . CIR C U I T SU P P L Y CO N N . CIR C U I T SU P P L Y CIR C U I T SU P P L Y 2 CO N N . 3 CIR C U I T CO N N . SU P P L Y 4 (T Y P . E A C H C I R C U I T ) CO M B I N A T I O N B A L L T Y P E PR O V I D E E N D C A P ON E A C H H E A D E R BA L A N C E / S H U T - O F F V A L V E . CO N N . 4 CIR C U I T RE T U R N CO N N . CO N N . CO N N . RE T U R N CIR C U I T CIR C U I T RE T U R N 3 2 CIR C U I T RE T U R N 1 SH U T - O F F TY P I C A L TY P I C A L P& T P L U G , TY P I C A L DIE L E C T R I C BA L L V A L V E , UN I O N , SH W S SH W R PR O V I D E E A C H S N O W M E L T TU B E W I T H B A R B E D A D A P T O R CO N N E C T I O N T O M A N I F O L D (T Y P . ) (E T C . ) (E T C . ) UN L E S S I N D I C A T E D OT H E R W I S E O N P L A N S NO T E : S E E P L A N S F O R E X A C T N O . O F C I R C U I T S F O R E A C H M A N I F O L D . CIR C U I T B A L A N C I N G V A L V E TY P I C A L SP A C I N G T Y P . 6" M A X . 3" M A X . BR I C K P A V E R S , S E E AR C H . S I T E P L A N SN O W M E L T I N G T U B E TY P I C A L SA N D B E D RIG I D I N S U L A T I O N , S E E AR C H . S I T E P L A N F O R PR O V I D E A P I E C E O F RIG I D I N S U L A T I O N A R O U N D PE R I M E T E R O F S N O W M E L T I N G AR E A . FO R A D D I T I O N A L D E T A I L WIR E T I E T Y P . MIN . 2 " C O M P A C T E D SA N D B E D A B O V E WIR E M E S H O R R E B A R SN O W M E L T I N G T U B E S AD D I T I O N A L D E T A I L . SE E L A N D S C A P E D R A W I N G S FO R P A V I N G D E T A I L . SU P P O R T I N G S E C T I O N SE C T I O N B - B 3" 6 " TY P . T Y P . ED G E O F ST A I R S OC C U R S . C O O R D I N A T E 6" T Y P . W H E R E H A N D R A I L HA N D R A I L S U P P O R T S . RO U T I N G T O M I S S OF R E B A R , T Y P I C A L SE C T I O N A - A 3" BE Y O N D TU B I N G SP A C I N G T Y P I C A L O F E A C H L E V E L UN L E S S N O T E D O T H E R W I S E 6" 3 " B 2" M I N . T Y P I C A L SN O W M E L T I N G T U B E S B (P R O V I D E M I N . 2 T U B E S PE R S T A I R R I S E R ) SH W R S H W S SH W R S H W S SH W R S H W S 6" S T O N E CH I L L E D W A T E R P I P I N G . SE E P L A N S F O R S I Z I N G . UN L E S S N O T E D DIM E N S I O N . 36 " M I N I M U M MA R K E R T A P E . 60" BURY MINIMUM MA G N E T I C P I P E 12 " A L L A R O U N D PIP I N G . RO A D B A S E F O R P A V E D CL E A N C O M P A C T E D BA C K F I L L - B R I N G U P IN 1 2 " L I F T S . BA C K F I L L . M I N I M U M CO M P A C T E D S A N D BR I N G U P T O GR A D E W I T H IE : T O P S O I L F O R RE Q U I R E D M A T E R I A L . LA N D S C A P E A R E A S , OR S I D E W A L K A R E A S . FIN I S H E D G R A D E OT H E R W I S E . SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, Utah 84010 Telephone (801) 322-0487 Telefax (801) 322-0490 www.heatheng.com 8/6/2012 12:36:45 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\jbeal\Documents\REVIT PROJECTS\v12\11071-Mech-CF_Indianapolis Temple-v12_jbeal.rvt HVAC PIPING DETAILS MP502Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012JTBChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MP502MP502MP502MP502 WA L L M O U N T P I P E S U P P O R T 1111 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MP502MP502MP502MP502 EX T E R I O R P I P E S U P P O R T D E T A I L 2222 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MP502MP502MP502MP502 ST E A M H U M I D I F I E R A N D D I S T R I B U T E R P I P I N G DE T A I L 3333 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MP 5 0 2 MP 5 0 2 MP 5 0 2 MP 5 0 2 HE A T P U M P U N I T D E T A I L 4444 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MP 5 0 2 MP 5 0 2 MP 5 0 2 MP 5 0 2 SN O W M E L T I N G M A N I F O L D A C C E S S B O X D E T A I L 5555 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MP 5 0 2 MP 5 0 2 MP 5 0 2 MP 5 0 2 SN O W M E L T I N G H E A T I N G W A T E R S U P P L Y A N D R E T U R N MA N I F O L D P I P I N G C O N N E C T I O N S D E T A I L 6666 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MP 5 0 2 MP 5 0 2 MP 5 0 2 MP 5 0 2 SN O W M E L T T U B E S P A C I N G B E L O W P A V E R W A L K D E T A I L 7777 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MP 5 0 2 MP 5 0 2 MP 5 0 2 MP 5 0 2 SN O W M E L T I N S T A I R S I N S T A L L A T I O N D E T A I L 8888 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MP 5 0 2 MP 5 0 2 MP 5 0 2 MP 5 0 2 UN D E R G R O U N D C H I L L E D W A T E R P I P I N G D E T A I L 9999 GENERAL NOTES SS PS RE L I E F V A L V E RE M O V A B L E CO N N E C T I O N HO S E CA P P E D HO U S E K E E P I N G P A D EX P A N S I O N T A N K ET 1 3/4 " AU T O A I R V E N T WIT H B A L L V A L V E SE P A R A T O R IN L I N E A I R AS 1 IS O L A T I O N 1" 1" PORTING OF TO BE INSTALLED CONTROL VALVE(S) PRIOR TOCONTROL VALVE PORTING IS DIAGRAMTIC. FIELD VERIFY ACTUALINSTALL ALL FLOOR MOUNTED EQUIPMENT ON HOUSE KEEPING COORDINATE SENSOR LOCATIONS WITH CONTROLSAND CONTROL WORK AND ADDITIONAL SENSOR LOCATIONS.REFERENCE "MI" DRAWINGS FOR BUILDING AUTOMATIONPADS. SEE DETAIL 8/MP501.POINTS. ROUTE DRAIN LINES TO NEAREST FLOOR DRAIN.SYSTEMS HIGH POINTS AND 3/4" VALVED DRAINS WITHPROVIDE AND INSTALL 1/2" VALVED AIR VENTS AT ALL REMOVABLE CAPS WITH HOSE CONNECTION AT ALL SYSTEMS LOW INSTALLATION INSURING PROPER FLOW PATTERN.4.CONTRACTOR.3.2.1. (T Y P I C A L ) GR O O V E D J O I N T C O U P L I N G S BA S E M O U N T E D PU M P , S E E D E T A I L 5/M P 5 0 1 ( T Y P I C A L ) CH I L L E D W A T E R F.D . CH I L L E D W A T E R CH W P 1 PU M P CH W P PU M P 2 6" CHWR 6" CHWR SH U T - O F F ( T Y P I C A L ) BA L A N C I N G B U T T E R F L Y SE T F O R 1 9 0 G P M PR E S S U R E 3/4 " T O (T Y P I C A L ) GA U G E VA L V E ( T Y P I C A L ) BU T T E R F L Y V A L V E 6" CHWR 6" CHWR DR A I N 3/4 " T O 6" C H W S 6" C H W R Y- S T R A I N E R PU M P D I S C H A R G E CH E C K V A L V E (T Y P I C A L ) 6" CHWS 6" CHWR WA L L P E N E T R A T I O N S , SE E D E T A I L 9 / M P 5 0 1 SITE GLASS GMU 1GLYCOL MAKE-UP UNITLOW WATER LIMIT SHUT DOWN PUMP ALARM HO U S E K E E P I N G P A D ( T Y P . ) SE E D E T A I L PU M P RE L I E F VA L V E 1" 1" GL Y C O L M A K E - U P SO L E N O I D V A L V E PR V PR E S S U R E G A U G E 3/4 " 6" CHWR 6" CHWS 6" 3/4 " MIN I M U M O F 3 G R O O V E D J O I N T CO U P L I N G S F O R V I B R A T I O N IS O L A T I O N ( T Y P I C A L ) SW I T C H F U R N I S H E D W I T H C H I L L E R IN S T A L L E D B Y M E C H A N I C A L CO N T R A C T O R W I R E D B Y E L E C T R I C A L CO N T R A C T O R 3/4 " C A P P E D D R A I N CO N T R O L S E N S O R S A N D F L O W (T Y P I C A L ) TH E R M O M E T E R GA U G E ( T Y P I C A L ) PR E S S U R E BA L L V A L V E A I R FSS FSS AIR C O O L E D WA T E R C H I L L E R C 1 AIR C O O L E D WA T E R C H I L L E R C 2 SL O P E P I P I N G TO A L L O W F O R CO M P L E T E DR A I N A G E 4" C H W S 4" C H W R 4" MA I N L E V E L UP P E R M E C H A N I C A L S P A C E VE N T ( T Y P I C A L ) A.D . A.D . SIL E N C E R PR E - I N S U L A T E D U N D E R G R O U N D CH I L L E D W A T E R P I P I N G 6" C H W S 6" C H W R FL A N G E D C O N N E C T I O N TR A N S I T I O N F R O M PR E - I N S U L A T E D P I P I N G TO S T E E L P I P I N G . CV - C 1 CV - C 2 FL A N G E D C O N N E C T I O N . T R A N S I T I O N F R O M PR E - I N S U L A T E D P I P I N G T O S T E E L P I P I N G . AN C H O R P E R D E T A I L 9 / M P 5 0 1 DP 3/4 " 3/4 " CH I L L E D W A T E R S Y S T E M DIF F E R E N T I A L P R E S S U R E SE N S O R . SE T F O R 19 5 G P M SE T F O R 19 5 G P M FM CH I L L E D W A T E R GP M F L O W M E T E R SE E D E T A I L 9 / M P 5 0 2 N.O . 97 . 5 G P M S N.C.C 3"3" 6" 6" SE T F O R 39 0 G P M SE T F O R 39 0 G P M 3"3" 97 . 5 G P M 97 . 5 G P M 97 . 5 G P M 4" 4" 4" CO O L I N G C O I L CC 10 0 39 0 G P M CV - C 1 0 0 CO N T R O L V A L V E SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, Utah 84010 Telephone (801) 322-0487 Telefax (801) 322-0490 www.heatheng.com 8/22/2012 4:43:02 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\jbeal\Documents\REVIT PROJECTS\v12\11071-Mech-CF_Indianapolis Temple-v12_jbeal.rvt CHILLED WATER FLOW DIAGRAM MP601Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012JTBChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MP 6 0 1 MP 6 0 1 MP 6 0 1 MP 6 0 1 CH I L L E D W A T E R F L O W D I A G R A M 1111 1August 27,2012Addendum #1 1111 1111 GENERAL NOTES G G G HL FS HL FS PS VALVEUNIT HEATER DRAINSEE DETAIL 6/MP501 REQUIREMENTS WTIH CONTROLS CONTRACTOR.SENSOR LOCATIONS. COORDINATE SENSOR LOCATIONS ANDSYSTEM AND CONTROL WORK AND FOR ADDITIONALREFERENCE MI DRAWINGS FOR BUILDING AUTOMATIONLOW POINTS. ROUTE DRAIN LINES TO NEAREST FLOOR DRAIN.PROVIDE AND INSTALL 1/2" VALVED AIR VENTS AT ALL SYSTEMS HIGH POINTS AND 3/4" VALVED DRAINS WITH REMOVABLE CAPS WITH HOSE CONNECTION AT ALL SYSTEMS PADS. SEE DETAIL 8/MP501. HWP-1 AND HWP-2 TO BEINSTALL ALL FLOOR MOUNTED EQUIPMENT ON HOUSE KEEPING MOUNTED ON CONCRETE INERTIA BASE. INSTALLED ON TOP VALVE PORTING IS DIAGRAMTIC. FIELD VERIFY ACTUAL PORTING OF TO BE INSTALLED VALVE(S) PRIOR TO INSTALLATION INSURING PROPER FLOW PATTERN.D.OF 4" CONCRETE HOUSE KEEPING PAD.C.B.A. ST R A I N E R W I T H C A P ( T Y P I C A L ) PU M P , S E E D E T A I L FL E X I B L E C O N N E C T I O N (T Y P I C A L ) HO U S E K E E P I N G P A D , SE E D E T A I L 8 / M P 5 0 1 SE E D E T A I L 8 / M P 5 0 1 HO U S E K E E P I N G P A D , (T Y P I C A L ) HO S E C O N N E C T I O N CA P P E D T H R E A D E D 3/4 " CO N C R E T E IN E R T I A B A S E 5/M P 5 0 1 ( T Y P . ) BA S E M O U N T E D (T Y P I C A L ) PR V 1" 3/4 " PR E S S U R E G A U G E ( T Y P I C A L ) RE L I E F V A L V E ( T Y P I C A L ) AIR S E P A R A T O R 4" H W R 4" H W S AS 2 S HE A T I N G WA T E R P U M P HW P 1 HEATING WATER PUMP HW P 2 BA L A N C I N G B U T T E R L F Y BU T T E R F L Y V A L V E 3/4 " T O DR A I N GA U G E (T Y P I C A L ) PR E S S U R E VA L V E ( T Y P ) (T Y P I C A L ) 3/4" TO DRAIN 4" HWS 4" HWS 4" HWS 4" HWSUH1AQUASTAT ET 2 EX P A N S I O N T A N K RE M O V A B L E SET FOR 1.9 GPMCV-H-4" HWR 4" HWSTO VAV HW COILS AND TO SNOW MELT HEAT EXCHANGE TH E R M O M E T E R (T Y P . ) 1" FL O W S W I T C H B 2 (T Y P . ) TO D R A I N BO I L E R LW C O GA S T R A I N TH E R M O M E T E R (T Y P I C A L ) RE L I E F V A L V E AS M E S (T Y P I C A L ) SH U T - O F F VA L V E ( T Y P . ) S CIR C U I T B A L A N C I N G VA L V E ( T Y P I C A L ) CV - H - 1 P& T P L U G (T Y P . ) 4" H W S SE T F O R 12 0 G P M 4" H W S B 1 TO D R A I N BO I L E R LW C O GA S T R A I N (T Y P I C A L ) RE L I E F V A L V E AS M E S SH U T - O F F VA L V E ( T Y P . ) SE T F O R 12 0 G P M CU T - O F F , T Y P . LO W W A T E R MA N U A L R E S E T SH U T - O F F V A L V E (T Y P . ) 4 " H W R 4" H W R BC P 2 BO I L E R CIR C . PU M P BC P 1 BO I L E R CIR C . PU M P SE E PL U M B I N G PL A N S 4 " H W R 4 " H W S 4 " H W S 4 " H W R CV - H - 7 CV - H - 6 3/4" TO MAIN HWR 3/4" HO U S E K E E P I N G PA D 4" CHECK VALVE (TYPICAL)DISCHARGE SITE GLASS GMU 3GLYCOL MAKE-UP UNITLOW WATER LIMIT SHUT HOUSE KEEPING PAD (TYP.)SEE DETAIL 8/MP501PUMPRELIEFVALVE1"3/4"GLYCOL MAKE-UP SOLENOID VALVE DOWN PUMP ALARMSYSTEM. SEE MP603 FOR SNOW MELT HEAT EXCHANGE SYSTEM. EX T E N D T O G L Y C O L MA K E U P U N I T T A N K . 25 G P M 25 G P M P& T P L U G ( T Y P . ) MA N U A L D R A I N V A L V E , T Y P . (3 / 4 " B A L L V A L V E ) RE D U C E R ( T Y P I C A L ) MA N U A L A I R V E N T , T Y P I C A L . (1 / 2 " B A L L V A L V E ) CP 10 0 CIR C U L A T I N G PU M P 4'- 0 " M I N . PU M P D I S C H A R G E C H E C K VA L V E , N O N S L A M ( T Y P . ) HW R CV - H 1 0 0 CO N T R O L V A L V E P& T P L U G ( T Y P I C A L ) Y S T R A I N E R T Y P I C A L , W I T H VA L V E D H O S E C O N N E C T I O N WIT H C A P . CIR C U I T B A L A N C I N G V A L V E (T Y P I C A L ) UN I O N ( T Y P I C A L ) TH E R M O M E T E R (T Y P I C A L ) PR E S S U R E G A U G E SH U T - O F F V A L V E ( T Y P I C A L ) PH C 10 0 HE A T I N G CO I L SE T F O R 33 . 3 G P M 2"2" 2-1 / 2 " 1/2 " 50 G P M CO I L SE T F O R 50 G P M SE T F O R 33 . 3 G P M 2" 2" 2" 20.5 GPM20.5 GPM P&T PLUG (TYP.)MANUAL DRAIN VALVE, TYP.(3/4" BALL VALVE)REDUCER (TYPICAL)MANUAL AIR VENT, TYPICAL.(1/2" BALL VALVE)HWRCV-H101CONTROL VALVEP&T PLUG (TYPICAL)Y STRAINER TYPICAL, WITH VALVED HOSE CONNECTION WITH CAP.CIRCUIT BALANCING VALVE (TYPICAL)UNION (TYPICAL)THERMOMETER (TYPICAL)PRESSURE GAUGE SHUT-OFF VALVE (TYPICAL)HC 100HEATINGCOILSET FOR 41 GPM 2"2"41 GPM21/2" 2" 3/4 " DP HE A T I N G W A T E R S Y S T E M DIF F E R E N T I A L P R E S S U R E SW I T C H 2-1/2"21/2"HWS 10 . 9 G P M P& T P L U G ( T Y P . ) MA N U A L D R A I N V A L V E , T Y P . (3 / 4 " B A L L V A L V E ) RE D U C E R ( T Y P I C A L ) MA N U A L A I R V E N T , T Y P I C A L . (1 / 2 " B A L L V A L V E ) 1-1 / 4 " H W R CV - H 2 0 0 CO N T R O L V A L V E P& T P L U G ( T Y P I C A L ) Y S T R A I N E R T Y P I C A L , W I T H VA L V E D H O S E C O N N E C T I O N WIT H C A P . CIR C U I T B A L A N C I N G V A L V E (T Y P I C A L ) UN I O N ( T Y P I C A L ) TH E R M O M E T E R (T Y P I C A L ) PR E S S U R E G A U G E SH U T - O F F V A L V E ( T Y P I C A L ) HC 20 0 HE A T I N G CO I L SE T F O R 10 . 9 G P M 1-1 / 4 " 10 . 9 G P M 1-1 / 4 " 1-1 / 4 " H W S 1-1 / 4 " H W R 1-1 / 4 " H W S SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, Utah 84010 Telephone (801) 322-0487 Telefax (801) 322-0490 www.heatheng.com 8/6/2012 12:36:46 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\jbeal\Documents\REVIT PROJECTS\v12\11071-Mech-CF_Indianapolis Temple-v12_jbeal.rvt HEATING WATER FLOW DIAGRAM MP602Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012JTBChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MP 6 0 2 MP 6 0 2 MP 6 0 2 MP 6 0 2 HE A T I N G W A T E R F L O W D I A G R A M 1111 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MP602MP602MP602MP602 HE A T I N G W A T E R C O I L P I P I N G D I A G R A M - P H C - 1 0 0 A N D HC - 1 0 0 2222 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MP 6 0 2 MP 6 0 2 MP 6 0 2 MP 6 0 2 HE A T I N G W A T E R C O I L P I P I N G D I A G R A M - H C - 2 0 0 3333 S SIT E GL A S S 2-1/2" HWR 2-1/2" HWS 2-1/2" SHWS 2-1/2" SHWR SH W R SHWS TO S N O W M E L T SY S T E M GM U 2 GL Y C O L M A K E - U P UN I T HX 2 HE A T E X C H A N G E R LO W W A T E R L I M I T S H U T DO W N P U M P A L A R M HO U S E K E E P I N G P A D ( T Y P . ) SE E D E T A I L 8 / M P 5 0 1 PU M P RE L I E F VA L V E 1" 1" ST R A I N E R GL Y C O L M A K E - U P SO L E N O I D V A L V E PR V PR E S S U R E G A U G E BA L L V A L V E WIT H T H R E A D E D HO S E C O N N E C T I O N WIT H C A P AS 3 AIR SE P A R A T O R AU T O M A T I C A I R V E N T W I T H BA L L V A L V E S H U T - O F F UN I O N MA N U A L A I R V E N T (T Y P I C A L ) 3 / 4 " B A L L VA L V E PR E S S U R E G A U G E , TY P I C A L DR A I N V A L V E , TY P I C A L RE D U C E R , T Y P I C A L ET 3 EX P A N S I O N T A N K 1" P& T P L U G ( T Y P . ) CV - H - 4 2-1 / 2 " H W S 2/1 2 " H W R 3" H W S A N D H W R SE E M P 6 0 2 F O R CO N T I N U A T I O N SE T F O R 22 . 5 G P M S SE T F O R 4 1 G P M PU M P , S E E D E T A I L GR O O V E D J O I N T CO N C R E T E IN E R T I A B A S E 5/M P 5 0 1 ( T Y P . ) BA S E M O U N T E D CO U P L I N G ( T Y P I C A L ) SM P 1 SM P 2 BA L A N C I N G B U T T E R L F Y BU T T E R F L Y V A L V E 3/4 " T O DR A I N GA U G E (T Y P I C A L ) PR E S S U R E VA L V E ( T Y P ) (T Y P I C A L ) 3/4" TO DRAIN 2-1/2" SHWS 2-1/2" SHWS 2-1/2" SHWS 2-1/2" SHWS SN O W M E L T I N G PU M P SNOW MELTING PUMP SH U T - O F F V A L V E SH U T - O F F V A L V E SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, Utah 84010 Telephone (801) 322-0487 Telefax (801) 322-0490 www.heatheng.com 8/6/2012 12:36:47 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\jbeal\Documents\REVIT PROJECTS\v12\11071-Mech-CF_Indianapolis Temple-v12_jbeal.rvt HW AND SNOW MELT HW PIPING FLOW DIAGRAM MP603Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012JTBChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MP 6 0 3 MP 6 0 3 MP 6 0 3 MP 6 0 3 HE A T I N G W A T E R A N D S N O W M E L T H W F L O W DI A G R A M 1111 GENERAL NOTES CO N D U C T I V I T Y P R O B E AU T O B L O W D O W N V A L V E SH U T - O F F V A L V E F O R TH R O T T L I N G MA N U A L B L O W D O W N SH U T - O F F V A L V E AU T O W A T E R VA L V E VA L V E AS M E VA L V E TO DRAINEXTEND DRAIN (S)LAUNDRY STEAM PRESS 3/4" CW1" V TRAPSTEAM1/2"3/4" COND 3/4"55 lb./HR1"3/4" CA LAUNDRY PRESSST3 VA C U U M VA C 1 UN I O N FL E X I B L E C O N N E C T I O N 2"V 1"V1"3/4" CA3/4" COND 1/2 " EX T E N D 1 " TO D R A I N 1" TR A P ST E A M ST 2 3/4 " C O N D E N S A T E TA N K FL A S H FT 1 1-1 / 4 " V E N T , T E R M I N A T E AT H I G H P O I N T I N R O O M . 3/4 " 1" 1" TR A P ST E A M ST 1 1-1 / 4 " V E N T CO N D E N S A T E RE T U R N P U M P CR P 1 3/4 " C A 1" 1" HO U S E K E E P I N G P A D TO T R E N C H D R A I N 3'4 " AU T O M A T I C D R A I N MO U N T O N N E O P R E N E VIB R A T I O N I S O L A T I O N PA D S , A N C H O R T O P A N (T Y P ) UN I O N ( T Y P I C A L ) PR E S S U R E G A U G E 0 - 1 5 0 P . S . I . SH U T - O F F V A L V E FL E X I B L E C O N N E C T I O N PR E S S U R E R E L I E F VA L V E AIR C O M P R E S S O R AC 1 HO U S E K E E P I N G PA D 1/2 " D R A I N E X T E N D E D TO T R E N C H D R A I N DE S I C C A N T TY P E F I L T E R PR V ( T Y P ) FIL T E R ( T Y P ) 3/4 " T O Q U I C K CO N N E C T C O U P L E R PR E S S U R E G A U G E D-1 5 0 P . S . I . 3/4 " C A 1" C A 1" C A MA K E - U P F L O A T SIT E G L A S S FA C T O R Y S K I D CO N D E N S A T E RE T U R N U N I T CR U 1 1-1/4" VENT 3/4" SCW 1" COND. R ST E A M S Y S T E M CH E M I C A L T R E A T M E N T SS C T 1 3/4 " 1" 4" V E N T 1" S C W 3/4" SCW TO D R A I N EL E C T R I C S T E A M BO I L E R ES B 1 BL O W D O W N SE P E R A T O R BD S 1 TO D R A I N 2" 2" C W 2" 3/4 " 3/4 "1" 3/4 " S C W 2" VENT 3/4 " C A HO U S E K E E P I N G P A D ( T Y P ) SEE CONTROL DRAWINGS MI6XX FOR CONTROL AND MONITORING OFINSTALL ALL FLOOR MOUNTED EQUIPMENT ON REINFORCED CONCRETE HOUSE KEEPING PADS. SEE DETAILS1.2.MECHANICAL EQUIPMENT.1"DRAIN TE R M I N A T E A T H I G H PO I N T I N R O O M . 1" P U M P E D CO N D E N S A T E 1" TO D R A I N SE E D E T A I L 8 / M P 5 0 1 SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com HEATH ENGINEERING COMPANY 377 West 800 North Salt Lake City, Utah 84010 Telephone (801) 322-0487 Telefax (801) 322-0490 www.heatheng.com 8/6/2012 12:36:47 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\jbeal\Documents\REVIT PROJECTS\v12\11071-Mech-CF_Indianapolis Temple-v12_jbeal.rvt STEAM PRESS FLOW DIAGRAM MP604Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012JTBChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E MP 6 0 4 MP 6 0 4 MP 6 0 4 MP 6 0 4 ST E A M P R E S S F L O W D I A G R A M 1111 GE N E R A L N O T E S TH I S D R A W I N G I S F O R R E F E R E N C E O N L Y F O R T H E P U R P O S E S O F T H E CO N T R A C T O R ' S B I D D I N G O F T H E D E S I G N , ( I N C L U D I N G P R E P AR A T I O N OF D E T A I L E D F I R E S P R I N K L E R P L A N S A N D D O C U M E N T S ) , A N D T H E FU R N I S H I N G , I N S T A L L I N G A N D M A K I N G O P E R A T I O N A L , A C O MP L E T E AU T O M A T I C F I R E S P R I N K L E R S Y S T E M F O R T H E E N T I R E B U I L DIN G . RE F E R E N C E S P E C I F I C A T I O N 1 3 9 3 0 F O R A D D I T I O N A L I N F O R M AT I O N AN D R E Q U I R E M E N T S . TH E A U T O M A T I C F I R E S P R I N K L E R D E S I G N , P L A N S A N D D O C U ME N T S AS P R E P A R E D B Y T H E C O N T R A C T O R , A R E T O B E S U B M I T T E D BY T H E CO N T R A C T O R T O T H E A U T H O R I T Y H A V I N G J U R I S D I C T I O N U N D ER A SE P A R A T E P L A N S U B M I T T A L A N D P E R M I T F O R T H E A U T H O R I T Y HA V I N G J U R I S D I C T I O N ' S R E V I E W , A P P R O V A L A N D P E R M I T T I NG . 1.2.3. PR O V I D E C O M P L E T E P R O T E C T I O N O F T H E S T R U C T U R E A S R E Q UIR E D B Y SP E C I F I C A T I O N , C O D E A N D N F P A S T A N D A R D S , I N C L U D I N G C ON C E A L E D SP A C E S , A T T I C S P A C E S , E T C . BO I L E R R O O M 20 6 ME C H 20 5 AAAA BBBB B.4B.4B.4B.4 CCCC DDDD EEEE FFFF GGGG KKKK LLLL L.9L.9L.9L.9 MMMM NNNN 13131313 12121212 11111111 10101010 9999 8888 55554.84.84.84.84444333322221111 7777 6666 HHHHE.2E.2E.2E.21.71.71.71.74.94.94.94.9 8. 7 8. 7 8. 7 8. 7 11 . 7 11 . 7 11 . 7 11 . 7 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 FP102FP102FP102FP1022222SEE SECTION ONSEE SECTION ONSEE SECTION ONSEE SECTION ON THIS SHEETTHIS SHEETTHIS SHEETTHIS SHEET 5555 4. 8 4. 8 4. 8 4. 8 4444 3333 2222 1111 1. 7 1. 7 1. 7 1. 7 4. 9 4. 9 4. 9 4. 9 2222 22222222 SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/10/2012 11:34:38 AM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\skocherhans\Documents\REVIT PROJECTS\v12\11071-FIRE-CF_Indianapolis Temple-v12_skocherhans.rvt LEVEL 2 FIRE PROTECTION PLAN FP102Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012JTBChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : SC A L E : SC A L E : SC A L E : 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " LE V E L 2 F I R E P R O T E C T I O N P L A N 0000 5555 10101010 10101010 20202020 SC A L E : SC A L E : SC A L E : SC A L E : FP 1 0 2 FP 1 0 2 FP 1 0 2 FP 1 0 2 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " FI R E P R O T E C T I O N S E C T I O N 1111 NOTE #DESCRIPTION 1111PROVIDE COMPLETE FIRE SPRINKLER COVERAGEPROVIDE COMPLETE FIRE SPRINKLER COVERAGEPROVIDE COMPLETE FIRE SPRINKLER COVERAGEPROVIDE COMPLETE FIRE SPRINKLER COVERAGE OF ALL SPACES TO MEET THE MINIMUMOF ALL SPACES TO MEET THE MINIMUMOF ALL SPACES TO MEET THE MINIMUMOF ALL SPACES TO MEET THE MINIMUM REQUIREMENTS OF THE SPECIFICATIONS AND NFPAREQUIREMENTS OF THE SPECIFICATIONS AND NFPAREQUIREMENTS OF THE SPECIFICATIONS AND NFPAREQUIREMENTS OF THE SPECIFICATIONS AND NFPA 13.13.13.13.2222PROVIDE A COMPLETE ANTI-FREEZE FIREPROVIDE A COMPLETE ANTI-FREEZE FIREPROVIDE A COMPLETE ANTI-FREEZE FIREPROVIDE A COMPLETE ANTI-FREEZE FIRE PROTECTION SYSTEM TO PROVIDE COMPLETE FIREPROTECTION SYSTEM TO PROVIDE COMPLETE FIREPROTECTION SYSTEM TO PROVIDE COMPLETE FIREPROTECTION SYSTEM TO PROVIDE COMPLETE FIRE PROTECTION OF THE STEEPLE AREAS. LOCATE THEPROTECTION OF THE STEEPLE AREAS. LOCATE THEPROTECTION OF THE STEEPLE AREAS. LOCATE THEPROTECTION OF THE STEEPLE AREAS. LOCATE THE ANTI-FREEZE VALVE ASSEMBLY IN AN ACCESSIBLEANTI-FREEZE VALVE ASSEMBLY IN AN ACCESSIBLEANTI-FREEZE VALVE ASSEMBLY IN AN ACCESSIBLEANTI-FREEZE VALVE ASSEMBLY IN AN ACCESSIBLE LOCATION IN MECHANICAL ROOM 205. EXTENDLOCATION IN MECHANICAL ROOM 205. EXTENDLOCATION IN MECHANICAL ROOM 205. EXTENDLOCATION IN MECHANICAL ROOM 205. EXTEND DRAINS TO THE NEAREST FLOOR SINK..DRAINS TO THE NEAREST FLOOR SINK..DRAINS TO THE NEAREST FLOOR SINK..DRAINS TO THE NEAREST FLOOR SINK..DRAWING NOTES 0000 5555 10101010 10101010 20202020 3Sept. 10, 2012Addendum #3 3333 DO M E S T I C E X P A N S I O N T A N K DO M E S T I C W A T E R S O F T E N E R DO M E S T I C W A T E R H E A T E R - E L E C T R I C - S I N G L E E L E M E N T WATER HAMMER ARRESTER SCHEDULE TH E R M O S T A T I C M I X I N G V A L V E S C H E D U L E DO M E S T I C W A T E R C I R C U L A T I O N P U M P FO N T E Q U I P M E N T FO N T W A T E R C I R C U L A T I N G P U M P HE A T E X C H A N G E R FO N T W A T E R F I L T E R DO M E S T I C W A T E R H E A T E R - G A S F I R E D CE N T R A L D O M E S T I C W A T E R C H I L L E R SY M B O L L E G E N D PL U M B I N G F I X T U R E S C H E D U L E SE W A G E / S U M P P U M P - D U P L E X - S U B M E R S I B L E T Y P E OV E R F L O W R O O F D R A I N L I N E CIR C U I T B A L A N C I N G V A L V E BA L L V A L V E ( 2 " A N D S M A L L E R ) NO N - S L A M C H E C K V A L V E (D H W ) D O M E S T I C H O T W A T E R L I N E - 1 1 0 ° F BU T T E R F L Y V A L V E ( 2 1 / 2 " A N D L A R G E R ) PR E S S U R E R E D U C I N G V A L V E BA C K - F L O W P R E V E N T E R , NA T U R A L G A S L I N E M E A N I N G (D C W ) D O M E S T I C C O L D W A T E R B.F . P . P. R . V . GA G E C O C K UN I O N VE N T T H R U R O O F VE N T WA L L C L E A N O U T CO T G VT RVWC O FC OG CL E A N O U T T O G R A D E FL O O R C L E A N O U T VE N T L I N E FW R FW S OR DRD FO N T W A T E R R E T U R N FO N T W A T E R S U P P L Y RO O F D R A I N L I N E AB B R E V I A T I O N SY M B O L O R SO I L O R W A S T E L I N E (D H W R ) R E C I R C U L A T I N G L I N E - 1 1 0 ° F SE E D E T A I L 1 / P - 5 0 1 WA S H I N G M A C H I N E S-2S-1 IS - 1 SIN K - 1 C O M P A R T M E N T IN S T R U C T I O N - D SIN K UR I N A L U- 1 LS - 1 WM - 1 SS - 1 L- 1 SE R V I C E S I N K , F L O O R M O U N T LA U N D R Y S I N K LA V A T O R Y WC - 1 MA R K WA T E R C L O S E T FIX T U R E 1-1/2"1-1/2"1-1/2"1-1/2"1-1/2"1-1/2"1-1/2"1/2"1-1/2"1-1/2"1/2"-STAINLESS STEEL SEE DETAIL 9/PL5011/2"1/2"C.W.3/4"2"3"INT.3"1-1/2"3"2"1-1/2"4"2"3/4"2"3"1/2"2"1-1/2"2"1/2"1/2"3"WASTETRAP INT.VENT 2"1"P I P E S I Z E FLUSH VALVE, WALL HUNG CLOTHES WASHER, SEE DETAIL 11/PL501FLOOR TYPEUNDER COUNTER MOUNT - ADA COMPLIANT 3/4"1/2"1/2"1/2"FLUSH VALVE, WALL MOUNTED, STANDARD--H.W.R E M A R K S (S C W ) S O F T C O L D W A T E R SC W CL E A N O U T CO WM - 1 , W M - 2 WA S H I N G M A C H I N E ( S E E A R C H . ) UR I N A L U- 2 FLUSH VALVE, WALL HUNG - ADA COMPLIANTINT.3"2"3/4"-17" RIM HEIGHT CW V CO M B I N A T I O N W A S T E / V E N T LA V A T O R Y L- 2 UNDER COUNTER MOUNT - ADA COMPLIANT 1-1/2"1-1/2"1-1/2"1/2"1/2"HARD WIRED AUTOMATIC SENSOR FAUCET (D H W R ) R E C I R C U L A T I N G L I N E - 1 4 0 ° F (D H W ) D O M E S T I C H O T W A T E R L I N E - 1 4 0 ° F 14 0 ° F 14 0 ° F (C D C W ) C H I L L E D D O M E S T I C C O L D W A T E R CD C W LA V A T O R Y L- 3 1-1/2"1-1/2"1-1/2"1/2"1/2"WALL MOUNT - ADA COMPLIANT BATTERY POWERED AUTOMATIC SENSOR FAUCET (C O M M E R C I A L ) MA N U F A C T U R E R / M O D E L # WH A - A WH A - B WH A - C PP P S C - 5 0 0 PP P S C - 7 5 0 PP P S C - 1 0 0 0 MA R K PER PDI STANDARD PDI-WH 201PER PDI STANDARD PDI-WH 201PER PDI STANDARD PDI-WH 2011-11 12-32 33-601/2"3/4"1"FIXTURE UNITSINLET SIZEREMARKS1/2" N.C . NO R M A L L Y C L O S E D FAUCET W/ EYE WASH (EW-1) WC - 2 W A T E R C L O S E T 3"INT.2"1"FLUSH VALVE, WALL MOUNTED, ADA COMPLIANT- 10 (P S I ) DIF F E R E N T I A L PR E S S U R E AL L O W A B L E MA N U F A C T U R E R AN D M O D E L N O . SY M B O L MV - 1 M E C H . R O O M LO C A T I O N SY M M O N S 6 - 4 0 0 A FL O W 27 (G P M ) RA T E AC C E S S O R I E S AN D R E M A R K S IN L E T / O U T L E T HO T W A T E R TE M P . ( ° F ) 40 / 1 2 0 1 " SIZ E OU T L E T 3/4 " IN L E T SIZ E -- 4 DC P - 2 SY M B O L DU T Y MO T O R E L E C T R I C A L VO L T S H Z P H A S E TY P E B& G SE R I E S SIZ E R E M A R K S 10 1 1 5 6 0 1 DO M E S T I C W A T E R IN - L I N E P R GP M FE E T HE A D CH A R A C T E R I S T I C S HP R P M 1/6 1 7 2 5 AL L B R O N Z E 1" MO D E L AM T R O L SY M B O L TA N K GA L . VO L U M E V O L U M E GA L . AC C E P T RE M A R K S AR R A N G E M E N T D U T Y SY M B O L WS - 1 MANIFOLD SIZE EL E C T R I C A L HERTZ CO N T . FL O W GP M 65 MA X I M U M CA P A C I T Y GR A I N S 21 0 , 0 0 0 GP M 83 PE A K FL O W VO L T S 12 0 TANK DIMENSIONS SOFTENER 21"x76"PHASE 601BRINE24"x50"REMARKSCSI MODEL CMS210-20WS2"LOCATED IN BASEMENT OF TEMPLE 8.9 6 DE T - 1 ST - 3 0 V - C 14 DO M E S T I C H O T W A T E R - T E M P L E VE R T I C A L WC - 3 WA T E R C L O S E T 3"INT.2"1/2"FLUSH TANK, 18" RIM HEIGHT - ADA COMPLIANT- DR I N K I N G F O U N T A I N DF - 1 1-1/2"1-1/2"1-1/2"1/2"BI- LEVEL - ADA COMPLIANT.-MANUAL FAUCET COUNTER MOUNT 35 DC P - 1 2 9 4 6 0 6 0 3 A L L B R O N Z E IN - L I N E 6 0 1 - 1 / 2 x 1 - 1 / 2 x 6 - 1 / 4 DO M E S T I C W A T E R 3/4 1 7 5 0 (1 4 0 ° ) B A P T . / L A U N D R Y R E C I R C . (1 2 0 ° ) B U I L D I N G R E C I R C . OV E R F L O W R O O F D R A I N DO W N S P O U T N O Z Z L E SR D - 1 WH A RD - 1 SC - 1 WA T E R H A M M E R A R R E S T E R RO O F D R A I N LINE SIZE---------------OUTLET SIZE PER LINE SIZE SHOWN ON PLANS ROOF DRAIN OVERFLOW, SEE ARCHITECTURAL---- HB - 1 ST - 1 SD - 1 HO S E B I B B SH O W E R T R I M SH O W E R D R A I N EW - 1 FD - 1 EM E R G E N C Y E Y E W A S H FL O O R D R A I N , 6 " D I A . G R A T E FS - 1 FL O O R S I N K --2"--1/2"-2"-2"1/2"-2"2"1-1/2"1-1/2"2"-WITH DEEP SEAL P-TRAP -1/2"-WITH DEEP SEAL P-TRAP--4"4"2"-WITH HALF GRATEWITH DEEP SEAL P-TRAP AND-DWGS. FOR INSTALLATION HEIGHT.WALL MOUNTED EYEWASH OUTLET SIZE PER LINE SIZE SHOWN ON PLANS SIZE PER SCHEDULE ON THIS SHEET.1-1/2"1/2"MOUNT NEXT TO LAUNDRY SINK (LS-1) OV E R F L O W R O O F D R A I N SR D - 2 RD - 2 RO O F D R A I N --------OUTLET SIZE PER LINE SIZE SHOWN ON PLANS --OUTLET SIZE PER LINE SIZE SHOWN ON PLANS FD - 2 FL O O R D R A I N , 9 " D I A . G R A T E 3"3"2"-WITH DEEP SEAL P-TRAP, SEDIMENT BUCKET- TD - 1 TR E N C H D R A I N - -2"-8'-0" LONG x 1-7/8" WIDE, INDIRECT DRAIN- EW - 2 EM E R G E N C Y E Y E W A S H ---WALL MOUNT-1/2"LOCATED IN FOUNTAIN EQUIPMENT ROOM WH WA L L H Y D R A N T ---3/4"-NON-FREEZE SE E S P E C I F I C A T I O N S E C T I O N 2 2 3 2 0 0 SE E S P E C I F I C A T I O N S E C T I O N 2 2 3 2 0 0 CA P . B T U H SE E S P E C I F I C A T I O N S E C T I O N 2 2 3 2 0 0 FS F - 1 FH X - 1 SY M B O L SY M B O L FC P - 1 SY M B O L PU R E X M O D E L S7 5 5 0 6. 5 3 4 SK I D M O U N T E D FO N T W A T E R C I R C U L A T I N G DO M E S T I C W A T E R MA X P . D . P S I . 5 ST A - R I T E M O D E L FO N T W A T E R FO N T W A T E R F L O W 35 0 , 0 0 0 3 7 5 PR E S S U R E D R O P F T . HE A T I N G GP M 85 3 4 MA X P . D . P S I . 46 0 6 0 65 8 5 3 5 GP MEN T . TE M P LV G . TE M P 3 1 GP M 34 5 0 EL E C T R I C A L CH A R A C T E R I S T I C S FE E T HE A D GP M VO L T S H E R T Z P H A S E HP R P M EN D S U C T I O N W I T H S T R A I N E R BE L L A N D G O S S E T T MO D E L G P X P7 - D W 14 0 1 2 0 EN T . TE M P LV G . TE M P 9.3 RE M A R K S HE A T E X C H A N G E R AR E A ( S Q . F T . ) MIN I M U M WH I S P E R F L O DU T Y T Y P E DO U B L E W A L L T Y P E - S K I D M O U N T E D RE M O T E M O U N T E D RE M A R K S RE M A R K S FD - 3 FL O O R D R A I N , 9 " D I A . G R A T E 4"4"2"-WITH DEEP SEAL P-TRAP, SEDIMENT BUCKET- SY M B O L WH - 1 TO T A L A M P S 12 5 ST O R A G E GA L L O N DO M E S T I C W A T E R CA P A C I T Y IN P U T MB T U H 39 9 GP H 45 0 1 4 0 LW T EW T 40 EL E C T R I C A L VO L T S 12 0 HE R T Z 60 PH A S E 1 1 6 5 6 0 - N - 1 2 5 A - P V MO D E L PO W E R V T PV I 94 EF F I C I E N C Y MIN .% - RE M A R K S HE A D 20 SP - 1 SY M B O L FE E T SH E F 1 0 0 HY D R O M A T I C PH A S E VO L T S 46 0 70GP M 60 EL E C T R I C A L HE R T Z RP M 34 5 0 1 3 HP MO D E L RE M A R K S BA S I N - 4 8 " D I A . x 7 2 " D E E P BA S I N SU M P 48 " D I A . 20 SP - 2 SH E F 1 0 0 46 0 90 6 0 3 4 5 0 1 3 48 " D I A . SUPPLIED BY CENTRAL CHILLER. 3/4 " N P T F C O N N E C T I O N 4 DE T - 2 ST - 5 - C .9 DO M E S T I C H O T W A T E R - U T I L I T Y B L D G . VE R T I C A L 3/4 " N P T F C O N N E C T I O N MA X . L W T DO M E S T I C W A T E R WH - 2 SY M B O L ST O R A G E GA L L O N 40 0 0 WA T T S IN P U T 40 1 2 GP M RE M A R K S EL E C T R I C A L 12 2 2 0 8 VO L T S P H A S E 60 HE R T Z 1 A.O . S M I T H DE N - 4 0 MO D E L NU M B E R LO C A T E D I N U T I L I T Y B U I L D I N G WC - 4 WA T E R C L O S E T 3"INT.2"1"-FLUSH VALVE, FLOOR MOUNTED, ADA COMPLIANT SS - 2 S E R V I C E S I N K , W A L L M O U N T 2"2"2"1/2"WALL MOUNT1/2" BA S I N - 4 8 " D I A . x 7 2 " D E E P TP T R A P P R I M E R ---1/2"- IM I C E M A K E R C O N N E C T I O N B O X ---1/2"- CA CO M P R E S S E D A I R VA C VA C U U M CA P A C I T Y CD W C - 1 SY M B O L 1/2 11 5 / 6 0 / 1 14 , 0 0 0 8 PO W E R CO O L I N G CA P A C I T Y TA N K GA L . BT U H / H R . ELECTRICAL COMP.HP 50 FES-8-RFC-FSWATEROUTLETTEMP.FILTRINE MODEL 1/25PUMPHPFLA12PURIFIERPRE-FILTERTASTEMASTER PF4TM1-0.5ENCLOSUREDIMENSIONS(INCHES)52" W x 16" D x 32" HCONN.(INCHES)1/2"3333 SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/10/2012 11:22:17 AM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\skocherhans\Documents\REVIT PROJECTS\v12\11071-PLUM-CF_Indianapolis Temple-v12_skocherhans.rvt PLUMBING SCHEDULES AND LEGEND P-001Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012GWMRJK2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 20121August 27, 2010Addendum #1 3Sept. 10, 2012Addendum # 33333 S WA T E R T R E A T M E N T CO F E E D U N I T . HY P O C H L O R I T E S O L U T I O N T A N K . 2 COPPER TO PVC ADAPTER. 2" 2" 2" 2" 2" 1" PL A T E A N D F R A M E HE A T E X C H A N G E R 1" V TS LIM I T F L O W T O 5 0 G P M . FL O W L I M I T I N G V A L V E . FS MO T O R I Z E D D R A I N VA L V E . 30 - 2 4 0 ° F 30 - 2 4 0 ° F 3 0 - 2 4 0 ° F 30 - 2 4 0 ° F FL O O R S I N K ( F S - 2 ) 2" FL O W CE L L BO T T O M DR A I N OV E R F L O W SK I M M E R / DR A I N RE T U R N SK I M M E R / RE T U R N BA L A N C I N G V A L V E . BA L L V A L V E W I T H SU P P L Y FO N T FO N T C O N T R O L PA N E L F R P - E L C . NO T E S : BA L A N C I N G V A L V E . LO C K I N G H A N D L E . BA L L V A L V E W I T H 3/4 " 3/4 " 1" 2"X 2 " X 1 / 2 " FE M A L E T H R E A D CO C Y L I N D E R . CH A I N T O W A L L . 1 2 4 PU M P . CH E M I C A L F E E D 6 2 FO N T C I R C U L A T I O N TO E N A B L E P U M P 3 CU R R E N T T R A N S D U C E R PU M P . P R O V I D E 8 FH P - 1 T H R O U G H B M C S . 7 9 10 11 12 13 15 16 17 DHWS (140°) FW R FW R 2" 2" LE V E L S E N S O R IN L E T F I T T I N G . 1 RE L A T E D E Q U I P M E N T . F- 5 2 RE F E R T O S P E C I F I C A T I O N S F O R D E T A I L E D D E S C R I P T I O N O F A L L F O N T RE F E R T O S P E C I F I C A T I O N S F O R S E Q U E N C E O F C O N T R O L O F FO N T 3 FO N T F I T T I N G S S H A L L B E F L A S H E D I N T O W A T E R P R O O F I N G M EM B R A N E . S E E EQ U I P M E N T . AR C H I T E C T U R A L D E T A I L S F O R M E M B R A N E L O C A T I O N A N D I N S TA L L A T I O N . CO O R D I N A T E F O N T P I P I N G A N D E Q U I P M E N T W I T H S T R U C T U R E , D U C T W O R K , EL E C T R I C A L , A N D C O N T R O L C O N T R A C T O R . 4 F- 2 F- 3 F- 2 F- 1 F- 4 DV - 1 FC P - 1 MW V - 1 TS - 1 FV - 1 HV - 1 HX - 1 AL L 1 / 2 " - 2 " P V C F O N T P I P I N G S H A L L B E S C H E D U L E 8 0 . P I P I N G 5 6 SU P P L Y I N G P R I M A R Y H E A T I N G W A T E R T O H X - 1 S H A L L B E T Y PE L C O P P E R . FO N T W A T E R E X C H A N G E R A T E I S O N C E E V E R Y 2 0 M I N U T E S , WHICH RESULTS IN A R E C I R C U L A T I O N R A T E O F A P P R O X I M A T E L Y 4 0 G P M ( 1 5 1 L /MIN.) BA P T I S M A L F O N T V O L U M E I S A P P R O X I M A T E L Y 8 0 0 G A L ( 3 0 2 8 LITERS). DESIRED2"DIELECTRIC UNION IF REQUIRED FOR DISSIMILAR METALS.BY PLUMBING SUBCONTRACTOR. 7 DE S I R E D F O N T W A T E R T E M P E R A T U R E I S 9 5 D E G R E E S F . ( 3 5 DEGREES C.) 2" 3" M I N I M U M . DHWR (140°)DCW OFD OFD FWR FWR D 2" LO C K I N G H A N D L E . 1/2 " F E M A L E AD A P T O R . CO N T R O L L E R . 2" FW S 80 PVC PIPE.1/2" SCHEDULE 3/8 " P O L Y TU B I N G . SA D D L E W I T H SE N S O R . 3/8 " P O L Y TU B I N G . 3/8 " P O L Y TU B I N G . 3/8 " P O L Y TU B I N G . ME T E R C O N N E C T I O N LIN E T O F L O W 2"X 2 " X 1 / 2 " FE M A L E T H R E A D IN C O N T R O L P A N E L . 1/2 " S C H E D U L E 80 P V C P I P E 1/2 " F E M A L E AD A P T O R . DC W 2"X2"X1/2"FEMALE THREAD 2"FO N T F I L T E R . FL O O R S I N K ( F S - 1 ) 5 FF - 1 2" D FW S FW S LC - 1 SE N S O R U N I T . LIQ U I D L E V E L 14 2" LL LL FWS FW R 2" 2" FWS SEE DRAWING PL100 FOR CONTINUATION. 12 " 2" FC P - 1 C O N T A C T O R HO A 18 8 CO N T R O L C O N T R A C T O R S H A L L P R O V I D E N E T W O R K C O N N E C T I O N TO CONNECT FC P - E L C T O T H E O W N E R I N T R A N E T . 9 NE T W O R K I D P R O V I D E D B Y O W N E R . PR O V I D E S P A C E F O R FU T U R E U V EQ U I P M E N T FUTURE UV CONTROL PANEL FUTURE UV EQUIPMENT WITH ASSOCIATED PIPING AND VALVES.SKID MOUNTED EQUIPMENT & PIPING BY FONT EQUIPMENT SUPPLIER.PROVIDE CAPPED TEE FOR FUTURE UV.F-2 F-1 F-3SUPPLYSKIMMER (TWO SUCH)DRAIN 2" FONT PIPING.SEE FONT PIPINGINLET FITTING.SCHEME THISLEVEL SENSOR SHEET.LIQUID LEVEL SENSOR UNIT.14F-5 F-4OVERFLOW2"3" MINIMUM.NOTE: REFERENCE PLANS AND SECTIONS FOR ACTUAL PIPE ROUTING.SEE DRAWINGS PL100 &2/PL402 FOR LOCATION OF LIQUID LEVEL SENSOR. LE G E N D ME A N I N G DO M E S T I C H O T W A T E R ( 1 4 0 ° F ) ST R A I N E R W I T H B L O W - D O W N B A L L V A L V E NO N S L A M C H E C K V A L V E SY M B O L O R A B B R E V I A T I O N FL E X I B L E C O N N E C T I O N PR E S S U R E G A G E W I T H S N U B B E R TH E R M O M E T E R BA L L V A L V E UN I O N V MA N U A L A I R V E N T DH W ( 1 4 0 ° ) FW R FO N T W A T E R R E T U R N CIR C U I T B A L A N C I N G V A L V E CH E C K V A L V E ( S W I N G T Y P E ) FO N T W A T E R S U P P L Y FW S WA T E R T E M P E R A T U R E S E N S O R CO L D W A T E R L I N E O R D O M E S T I C C O L D W A T E R DIR E C T I O N O F F L O W TSFS FL O W C O N D U C T I V I T Y S E N S O R MO T O R I Z E D T E M P E R A T U R E C O N T R O L V A L V E MO T O R I Z E D C O N T R O L V A L V E FC P - E L C M A T E R I A L L I S T DE S C R I P T I O N QU A N T I T Y HO N E Y W E L L M O D U L E PA R T N U M B E R 1 WE B - 2 0 1 - 0 IO - 3 4 - H TR 1 0 0 V A 0 0 4 HO N E Y W E L L C O N T R O L L E R RIB T R A N S F O R M E R 1 1 1 PS 5 R - S C 2 4 ID E C P O W E R S U P P L Y 11 Q6 0 4 0 1 8 P C I Q R R PO L Y C A R B O N A T E E N C L O S U R E 2 H W - F 0 1 HW I P - 1 F Q D - G - 2 4 ID E C C O N T A C T B L O C K ID E C P I L O T L I G H T G R E E N 11 SH 1 B - 0 5 ID E C R E L A Y B A S E 1 HW 1 S - 3 T F 2 0 ID E C 3 P O S I T I O N S W I T C H 2 HW I P - 1 F Q D - R - 2 4 ID E C P I L O T L I G H T R E D 1 HW I P - 1 F Q D - A - 2 4 I D E C P I L O T L I G H T A M B E R 1 L8 - 1 0 / 1 / B S& S C I R C U I T B R E A K E R 4 RH 1 B - U L D C 2 4 V ID E C 1 P O L E R E L A Y 7 RH 1 B - U L A C 2 4 V ID E C 1 P O L E R E L A Y FI T T I N G S C H E D U L E F- 2F-1 F- 3 F- 4 J. R . S M I T H 6 2 0 5 T - 0 2 - S S F- 5 SK I M M E R / RE T U R N OV E R F L O W SU P P L Y DR A I N J. R . S M I T H 9 7 0 0 T - 0 2 - C - L S H J. R . S M I T H S Q 6 - 7 5 4 - 2 - S S W/3 X 2 S S R E D U C E R DR A I N (A L L S T A I N L E S S S T E E L ) J. R . S M I T H 6 2 0 5 T - 0 2 - S S W/3 X 2 S S R E D U C E R J. R . S M I T H S Q 6 - 7 5 4 - 2 - S S IN L E T IN S T A L L E D B Y D I V . 2 2 . FO N T F I T T I N G S F U R N I S H E D A N D NO T E : FO N T F I T T I N G F - 4 S H A L L B E MO U N T E D A P P R O X I M A T E L Y O N E FO O T A B O V E F L O O R O F F O N T . FO N T F I T T I N G F - 1 S H A L L B E MO U N T E D F A R E N O U G H B E L O W FO N T W A T E R S U R F A C E T O PR E V E N T R I P P L I N G F R O M CIR C U L A T I N G W A T E R . SY M B O L MA N U F A C T U R E R A N D M O D E L SE R V I C E FO N T E Q U I P M E N T L E G E N D 312 4 6 MW V - 1 M A K E - U P 5 WA T E R V A L V E . 7 9 HE A T I N G C O N T R O L 10 VA L V E . 8 HV - 1 F O N T W A T E R 11 HX - 1 H E A T 12 EX H C A N G E R . 13 1514 16 FF - 1 F O N T F I L T E R WIT H S L I D E V A L V E . 17 NU M B E R RE M A R K S CO G A S P R E S S U R E CO C Y L I N D E R RE G U L A T O R IT E M S Y M B O L A N D N A M E NU M B E R FV - 1 F I L L V A L V E CO F E E D U N I T . 2 CH E M I C A L F E E D 2 PU M P WA T E R T R E A T M E N T CO N T R O L L E R VA L V E DV - 1 M O T O R I Z E D D R A I N LIQ U I D L E V E L SE N S O R U N I T . L C - 1 FO N T C O N T R O L PA N E L F R P - E L C 2 SE N S O R TS - 1 T E M P E R A T U R E WIR E D B Y F O N T E Q U I P M E N T SU P P L I E R . FU R N I S H E D , I N S T A L L E D , A N D WIR E D B Y F O N T E Q U I P M E N T FU R N I S H E D , I N S T A L L E D , A N D SU P P L I E R . FU R N I S H E D , I N S T A L L E D , A N D SU P P L I E R . WIR E D B Y F O N T E Q U I P M E N T FU R N I S H E D A N D I N S T A L L E D B Y FO N T E Q U I P M E N T S U P P L I E R FU R N I S H E D A N D I N S T A L L E D B Y FU R N I S H E D A N D I N S T A L L E D B Y FO N T E Q U I P M E N T S U P P L I E R FU R N I S H E D A N D I N S T A L L E D B Y FO N T E Q U I P M E N T S U P P L I E R . FO N T E Q U I P M E N T S U P P L I E R FU R N I S H E D A N D I N S T A L L E D B Y FO N T E Q U I P M E N T S U P P L I E R FO N T E Q U I P M E N T S U P P L I E R . FU R N I S H E D A N D I N S T A L L E D B Y FU R N I S H E D B Y F O N T E Q U I P M E N T S U P P L I E R , IN S T A L L E D B Y M E C H A N I C A L C O N T R A C T O R FU R N I S H E D B Y F O N T E Q U I P M E N T SU P P L I E R . I N S T A L L E D B Y M E C H . C O N T R A C T O R FU R N I S H E D B Y F O N T E Q U I P . S U P P L I E R , AN D W I R E D B Y C O N T R O L S C O N T R A C T O R . IN S T A L L E D B Y M E C H A N I C A L C O N T R A C T O R FU R N I S H E D , I N S T A L L E D A N D WIR E D B Y F O N T E Q U I P . S U P P L I E R . FU R N I S H E D B Y F O N T E Q U I P . S U P P L I E R FU R N I S H E D , I N S T A L L E D A N D W I R E D IN S T A L L E D B Y M E C H A N I C A L C O N T R A C T O R A N D BY F O N T E Q U I P . S U P P L I E R . BY O T H E R S HY P O C H L O R I T E SO L U T I O N T A N K FS - 1 P R O X I M I T Y SE N S O R F O R A L A R M FO N T E Q U I P M E N T S U P P L I E R . FU R N I S H E D A N D I N S T A L L E D B Y WIR E D B Y E L E C . C O N T R A C T O R . WIR E D B Y E L E C . C O N T R A C T O R . WIR E D B Y E L E C . C O N T R A C T O R . AN D W I R E D B Y E L E C T R I C A L C O N T R A C T O R . A N D W I R E D B Y C O N T R O L C O N T R A C T O R . PO W E R W I R I N G B Y E L E C . C O N T R A C T O R . WIR E D B Y C O N T R O L C O N T R A C T O R . IT E M S Y M B O L A N D N A M E RE M A R K S 18 FC P - 1 FU R N I S H E D B Y F O N T E Q U I P . SU P P L I E R . M O U N T E D A N D WIR E D B Y E L E C . C O N T R A C T O R . CO N T A C T O R H O A F O R CIR C U L A T I O N P U M P FC P - 1 F O N T W/I N T E G R A L B A S K E T S T R A I N E R SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/10/2012 11:22:18 AM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\skocherhans\Documents\REVIT PROJECTS\v12\11071-PLUM-CF_Indianapolis Temple-v12_skocherhans.rvt PLUMBING FONT SYSTEM DIAGRAMS P-002Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012GWMRJK2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E P- 0 0 2 P-0 0 2 P- 0 0 2 P-0 0 2 FO N T F L O W D I A G R A M 1111 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E P-002P-002P-002P-002 FO N T S E C T I O N 2222 3Sept. 10, 2012Addendum # 33333 3333 WO R K E R S T U D Y 14 4 RE S T R O O M 16 1 A CH A P E L 15 7 RE S T R O O M - ME N 10 2 B VE S T I B U L E 10 0 ST O R A G E 14 6 C CU S T O D I A L 10 5 BA P T I S T R Y CH A P E L 17 2 VE S T I B U L E 14 7 YO U T H 14 6 RE S T R O O M 14 6 A BA P T I S T R Y 17 0 CO R R I D O R 17 6 CL O T H I N G 17 5 ST A I R S1 0 1 VE S T I B U L E 18 0 CO R R I D O R 18 2 IN F A N T W A I T I N G 14 6 B VE S T I B U L E 15 5 RE S T R O O M - WO M E N 10 2 A AU D I O V I S U A L 14 1 A RE S T R O O M - WO M E N 12 2 RE S T R O O M - ME N 13 2 BO O T H - W O M E N 12 1 B BO O T H - ME N 13 1 B IN S T R U C T I O N A 15 9 CO U N S E L O R OF F I C E 11 1 RE S T R O O M 11 8 BR E A K 11 9 WO R K R O O M 10 6 RE S T R O O M 11 0 B PA S S T H R U 15 3 IN S T R U C T I O N 1 14 9 WO R K E R DR E S S I N G - WO M E N 12 4 WO R K E R DR E S S I N G - M E N 13 4 WA R D R O B E 11 4 BR I D E / M A T R O N 11 5 IN S T R U C T I O N - WO M E N 12 6 IN S T R U C T I O N - ME N 13 6 WA I T I N G 10 7 HA L L 10 8 VE S T I B U L E 13 0 DR E S S I N G - M E N 13 3 VE S T I B U L E 12 0 IN S T R U C T I O N D 13 7 B IN S T R U C T I O N D 12 7 B IN S T R U C T I O N D 12 7 A IN S T R U C T I O N D 13 7 A IN S T R U C T I O N - WO M E N 12 7 DR E S S I N G - WO M E N 12 3 HA L L 13 7 C IN S T R U C T I O N - ME N 13 7 WA R D R O B E 11 7 FO Y E R 11 6 LA U N D R Y 17 4 RE C E P T I O N 17 8 EN T R Y 17 9 HA L L 14 2 A HA L L 15 2 A HA L L 10 4 CO U N S E L O R OF F I C E 11 2 PR E S I D E N T OF F I C E 11 0 CO N F I R M A T I O N 17 3 CO A T S 10 1 A HA L L 10 3 WA I T I N G 10 2 EN T R Y 10 1 IN S T R U C T I O N B 15 4 HA L L 12 7 C LO B B Y 15 0 GIR L S D R E S S I N G 16 1 AAAA BBBB B.4B.4B.4B.4 CCCC DDDD EEEE FFFF GGGG KKKK LLLL L.9L.9L.9L.9 MMMM NNNN 13131313 12121212 11111111 10101010 9999 8888 5555 4. 8 4. 8 4. 8 4. 8 4444 3333 2222 1111 IN S T R U C T I O N 2 14 8 PL 4 0 1 PL 4 0 1 PL 4 0 1 PL 4 0 1 1111 PL 4 0 1 PL 4 0 1 PL 4 0 1 PL 4 0 1 2222 PL 4 0 1 PL 4 0 1 PL 4 0 1 PL 4 0 1 3333 PL 4 0 1 PL 4 0 1 PL 4 0 1 PL 4 0 1 4444 PL 4 0 2 PL 4 0 2 PL 4 0 2 PL 4 0 2 1111 PL 4 0 2 PL 4 0 2 PL 4 0 2 PL 4 0 2 2222 7777 6666 6" B U I L D I N G W A S T E 6" B U I L D I N G W A S T E 6" B U I L D I N G W A S T E 6" B U I L D I N G W A S T E LA T E R A L . I N V E R T E L E V A T I O N 7 ' - 0 " LA T E R A L . I N V E R T E L E V A T I O N 7 ' - 0 " LA T E R A L . I N V E R T E L E V A T I O N 7 ' - 0 " LA T E R A L . I N V E R T E L E V A T I O N 7 ' - 0 " BE L O W M A I N L E V E L F I N I S H F L O O R BE L O W M A I N L E V E L F I N I S H F L O O R BE L O W M A I N L E V E L F I N I S H F L O O R BE L O W M A I N L E V E L F I N I S H F L O O R EL E V A T I O N . EL E V A T I O N . EL E V A T I O N . EL E V A T I O N . DF - 1 DF - 1 DF - 1 DF - 1 IS - 1 IS - 1 IS - 1 IS - 1 IS - 1 IS - 1 IS - 1 IS - 1 IS - 1 IS - 1 IS - 1 IS - 1 IS - 1 IS - 1 IS - 1 IS - 1 8" R D A N D S R D 8" R D A N D S R D 8" R D A N D S R D 8" R D A N D S R D FR O M A B O V E FR O M A B O V E FR O M A B O V E FR O M A B O V E 8" S C - 1 ( S E E A R C H I T E C T U R A L 8" S C - 1 ( S E E A R C H I T E C T U R A L 8" S C - 1 ( S E E A R C H I T E C T U R A L 8" S C - 1 ( S E E A R C H I T E C T U R A L DR A W I N G S F O R M O U N T I N G H E I G H T ) DR A W I N G S F O R M O U N T I N G H E I G H T ) DR A W I N G S F O R M O U N T I N G H E I G H T ) DR A W I N G S F O R M O U N T I N G H E I G H T ) 8" R D L E A D E R , S E E 8" R D L E A D E R , S E E 8" R D L E A D E R , S E E 8" R D L E A D E R , S E E CIV I L S I T E U T I L I T Y P L A N CIV I L S I T E U T I L I T Y P L A N CIV I L S I T E U T I L I T Y P L A N CIV I L S I T E U T I L I T Y P L A N FO R C O N T I N U A T I O N . FO R C O N T I N U A T I O N . FO R C O N T I N U A T I O N . FO R C O N T I N U A T I O N . 6" R D L E A D E R , S E E C I V I L S I T E U T I L I T Y 6" R D L E A D E R , S E E C I V I L S I T E U T I L I T Y 6" R D L E A D E R , S E E C I V I L S I T E U T I L I T Y 6" R D L E A D E R , S E E C I V I L S I T E U T I L I T Y PL A N F O R C O N T I N U A T I O N . PL A N F O R C O N T I N U A T I O N . PL A N F O R C O N T I N U A T I O N . PL A N F O R C O N T I N U A T I O N . 6" R D A N D S R D F R O M A B O V E 6" R D A N D S R D F R O M A B O V E 6" R D A N D S R D F R O M A B O V E 6" R D A N D S R D F R O M A B O V E 6" R D L E A D E R , S E E 6" R D L E A D E R , S E E 6" R D L E A D E R , S E E 6" R D L E A D E R , S E E CI V I L S I T E U T I L I T Y P L A N CIV I L S I T E U T I L I T Y P L A N CI V I L S I T E U T I L I T Y P L A N CIV I L S I T E U T I L I T Y P L A N FO R C O N T I N U A T I O N . FO R C O N T I N U A T I O N . FO R C O N T I N U A T I O N . FO R C O N T I N U A T I O N . 6" R D A N D S R D 6" R D A N D S R D 6" R D A N D S R D 6" R D A N D S R D FR O M A B O V E FR O M A B O V E FR O M A B O V E FR O M A B O V E 6" R D L E A D E R , S E E C I V I L S I T E 6" R D L E A D E R , S E E C I V I L S I T E 6" R D L E A D E R , S E E C I V I L S I T E 6" R D L E A D E R , S E E C I V I L S I T E UT I L I T Y P L A N F O R C O N T I N U A T I O N . UT I L I T Y P L A N F O R C O N T I N U A T I O N . UT I L I T Y P L A N F O R C O N T I N U A T I O N . UT I L I T Y P L A N F O R C O N T I N U A T I O N . BO Y S D R E S S I N G 17 1 RE S T R O O M 17 1 A 1111 1111 1111 CDCWCDCWCDCWCDCW CDCWCDCWCDCWCDCW 1111 CD C W CD C W CD C W CD C W DCWDCWDCWDCW 1/2 " 1/2 " 1/2 " 1/2 " 3/4 " 3/4 " 3/4 " 3/4 "2222 22223/4 " 3/4 " 3/4 " 3/4 " 1/2 " 1/2 " 1/2 " 1/2 " 1/2 " 1/2 " 1/2 " 1/2 " 14 5 RE S T R O O M 4"4"4"4" RIS E 2 " V E N T U P RIS E 2 " V E N T U P RIS E 2 " V E N T U P RIS E 2 " V E N T U P 1"1"1"1"1"1"1"1" 4"4"4"4" WC O WC O WC O WC O FD - 1 FD - 1 FD - 1 FD - 1 SS - 1 SS - 1 SS - 1 SS - 1 RIS E 2 " V E N T U P RIS E 2 " V E N T U P RIS E 2 " V E N T U P RIS E 2 " V E N T U P 2"2"2"2" 2"2"2"2" 3"3"3"3" 4"4"4"4" 1/2 " 1/2 " 1/2 " 1/2 " 1/2 " 1/2 " 1/2 " 1/2 " 1"1"1"1" 1/2 " 1/2 " 1/2 " 1/2 " 1/2 " 1/2 " 1/2 " 1/2 " DC W DC W DC W DC W RIS E 3 / 4 " D C W RI S E 3 / 4 " D C W RIS E 3 / 4 " D C W RI S E 3 / 4 " D C W TO L E V E L 2 M E C H . TO L E V E L 2 M E C H . TO L E V E L 2 M E C H . TO L E V E L 2 M E C H . SP A C E A B O V E SP A C E A B O V E SP A C E A B O V E SP A C E A B O V E 3/4 " 3/4 " 3/4 " 3/4 " WH ( S E E A R C H I T E C T U R A L D W G S . WH ( S E E A R C H I T E C T U R A L D W G S . WH ( S E E A R C H I T E C T U R A L D W G S . WH ( S E E A R C H I T E C T U R A L D W G S . FO R M O U N T I N G H E I G H T ) . FO R M O U N T I N G H E I G H T ) . FO R M O U N T I N G H E I G H T ) . FO R M O U N T I N G H E I G H T ) . 3/4 " 3/4 " 3/4 " 3/4 " DCWDCWDCWDCW DCWDCWDCWDCW WH ( S E E A R C H I T E C T U R A L D W G S . WH ( S E E A R C H I T E C T U R A L D W G S . WH ( S E E A R C H I T E C T U R A L D W G S . WH ( S E E A R C H I T E C T U R A L D W G S . FO R M O U N T I N G H E I G H T ) FO R M O U N T I N G H E I G H T ) FO R M O U N T I N G H E I G H T ) FO R M O U N T I N G H E I G H T ) DC W DC W DC W DC W 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 1"1"1"1" 6"6"6"6"6"6"6"6" RIS E 2 - 1 / 2 " RI S E 2 - 1 / 2 " RIS E 2 - 1 / 2 " RI S E 2 - 1 / 2 " V E N T U P V E N T U P V E N T U P V E N T U P 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 4"4"4"4" WC O WC O WC O WC O WC O WC O WC O WC O 4"4"4"4" 2"2"2"2" 2"2"2"2" 2"2"2"2" 2"2"2"2" 2"2"2"2" WH ( S E E A R C H I T E C T U R A L D W G S . WH ( S E E A R C H I T E C T U R A L D W G S . WH ( S E E A R C H I T E C T U R A L D W G S . WH ( S E E A R C H I T E C T U R A L D W G S . FO R M O U N T I N G H E I G H T ) FO R M O U N T I N G H E I G H T ) FO R M O U N T I N G H E I G H T ) FO R M O U N T I N G H E I G H T ) 3/4 " 3/4 " 3/4 " 3/4 " 2"2"2"2" CD C W CD C W CD C W CD C W CDCWCDCWCDCWCDCW CD C W CD C W CD C W CD C W CDCWCDCWCDCWCDCW 1"1"1"1" 2"2"2"2" DCWDCWDCWDCW 2"2"2"2" 2"2"2"2" DC W DC W DC W DC W 2" S U M P D I S C H A R G E 2" S U M P D I S C H A R G E 2" S U M P D I S C H A R G E 2" S U M P D I S C H A R G E SE E D R A W I N G P L 1 0 0 SE E D R A W I N G P L 1 0 0 SE E D R A W I N G P L 1 0 0 SE E D R A W I N G P L 1 0 0 FO R C O N T I N U A T I O N O F FO R C O N T I N U A T I O N O F FO R C O N T I N U A T I O N O F FO R C O N T I N U A T I O N O F 2" S U M P D I S C H A R G E 2" S U M P D I S C H A R G E 2" S U M P D I S C H A R G E 2" S U M P D I S C H A R G E 3333 CO T G CO T G CO T G CO T G CO T G CO T G CO T G CO T G CO T G CO T G CO T G CO T G CO T G CO T G CO T G CO T G CO T G CO T G CO T G CO T G CO T G CO T G CO T G CO T G 6" S C - 1 ( S E E A R C H I T E C T U R A L 6" S C - 1 ( S E E A R C H I T E C T U R A L 6" S C - 1 ( S E E A R C H I T E C T U R A L 6" S C - 1 ( S E E A R C H I T E C T U R A L DR A W I N G S F O R M O U N T I N G H E I G H T ) DR A W I N G S F O R M O U N T I N G H E I G H T ) DR A W I N G S F O R M O U N T I N G H E I G H T ) DR A W I N G S F O R M O U N T I N G H E I G H T ) GA S S H U T - O F F GA S S H U T - O F F GA S S H U T - O F F GA S S H U T - O F F VA L V E L O C A T I O N VA L V E L O C A T I O N VA L V E L O C A T I O N VA L V E L O C A T I O N 6" S C - 1 ( S E E A R C H I T E C T U R A L 6" S C - 1 ( S E E A R C H I T E C T U R A L 6" S C - 1 ( S E E A R C H I T E C T U R A L 6" S C - 1 ( S E E A R C H I T E C T U R A L DR A W I N G S F O R M O U N T I N G H E I G H T ) DR A W I N G S F O R M O U N T I N G H E I G H T ) DR A W I N G S F O R M O U N T I N G H E I G H T ) DR A W I N G S F O R M O U N T I N G H E I G H T ) 6" S C - 1 ( S E E A R C H I T E C T U R A L 6" S C - 1 ( S E E A R C H I T E C T U R A L 6" S C - 1 ( S E E A R C H I T E C T U R A L 6" S C - 1 ( S E E A R C H I T E C T U R A L DR A W I N G S F O R M O U N T I N G H E I G H T ) DR A W I N G S F O R M O U N T I N G H E I G H T ) DR A W I N G S F O R M O U N T I N G H E I G H T ) DR A W I N G S F O R M O U N T I N G H E I G H T ) 2"2"2"2" 2"2"2"2" 15 1 HA L L 14 0 HA L L PIP I N G R U N S I N C E I L I N G PI P I N G R U N S I N C E I L I N G PIP I N G R U N S I N C E I L I N G PI P I N G R U N S I N C E I L I N G SP A C E A B O V E H A L L - 1 5 1 SP A C E A B O V E H A L L - 1 5 1 SP A C E A B O V E H A L L - 1 5 1 SP A C E A B O V E H A L L - 1 5 1 3/4 " 3/4 " 3/4 " 3/4 " 2"2"2"2" 1"1"1"1" 3/4 " 3/4 " 3/4 " 3/4 " 2"2"2"2" RIS E 3 / 4 " RIS E 3 / 4 " RIS E 3 / 4 " RIS E 3 / 4 " DC W U P DC W U P DC W U P DC W U P 2"2"2"2" 2"2"2"2" 4"4"4"4" 4"4"4"4" 3/4 " 3/4 " 3/4 " 3/4 " 1.1.1.1.FOR ALL ROOF DRAIN SCUPPERS (SC-1) AND FOR ALL WALL HYDRANTS (WH),FOR ALL ROOF DRAIN SCUPPERS (SC-1) AND FOR ALL WALL HYDRANTS (WH),FOR ALL ROOF DRAIN SCUPPERS (SC-1) AND FOR ALL WALL HYDRANTS (WH),FOR ALL ROOF DRAIN SCUPPERS (SC-1) AND FOR ALL WALL HYDRANTS (WH),COORDINATE POSITION AND LOCATION WITH STONE INSTALLER. COORDINATECOORDINATE POSITION AND LOCATION WITH STONE INSTALLER. COORDINATECOORDINATE POSITION AND LOCATION WITH STONE INSTALLER. COORDINATECOORDINATE POSITION AND LOCATION WITH STONE INSTALLER. COORDINATE MOUNTING HEIGHT WITH ARCHITECTUAL DRAWING.MOUNTING HEIGHT WITH ARCHITECTUAL DRAWING.MOUNTING HEIGHT WITH ARCHITECTUAL DRAWING.MOUNTING HEIGHT WITH ARCHITECTUAL DRAWING.SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/6/2012 10:30:24 AM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\skocherhans\Documents\REVIT PROJECTS\v12\11071-PLUM-CF_Indianapolis Temple-v12_skocherhans.rvt LEVEL 1 PLUMBING PLAN PL101Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012JTBChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : SC A L E : SC A L E : SC A L E : 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " LE V E L 1 P L U M B I N G P L A N 0000 5555 10101010 10101010 20202020 NOTE #DESCRIPTION 1111SCW AND DHW (120°) FROM LEVEL 2 MECHANICALSCW AND DHW (120°) FROM LEVEL 2 MECHANICALSCW AND DHW (120°) FROM LEVEL 2 MECHANICALSCW AND DHW (120°) FROM LEVEL 2 MECHANICAL SPACE ABOVE. ROUTE TO SUPPLY FIXTURES ASSPACE ABOVE. ROUTE TO SUPPLY FIXTURES ASSPACE ABOVE. ROUTE TO SUPPLY FIXTURES ASSPACE ABOVE. ROUTE TO SUPPLY FIXTURES AS SHOWN. SEE DRAWING PL102 FOR CONTINUATION.SHOWN. SEE DRAWING PL102 FOR CONTINUATION.SHOWN. SEE DRAWING PL102 FOR CONTINUATION.SHOWN. SEE DRAWING PL102 FOR CONTINUATION.2222SCW FROM MEZZANINE ABOVE. ROUTE TO SUPPLYSCW FROM MEZZANINE ABOVE. ROUTE TO SUPPLYSCW FROM MEZZANINE ABOVE. ROUTE TO SUPPLYSCW FROM MEZZANINE ABOVE. ROUTE TO SUPPLY INSTRUCTION D SINKS (IS-1) AS SHOWN. SEEINSTRUCTION D SINKS (IS-1) AS SHOWN. SEEINSTRUCTION D SINKS (IS-1) AS SHOWN. SEEINSTRUCTION D SINKS (IS-1) AS SHOWN. SEE DRAWING PL102 FOR CONTINUATION.DRAWING PL102 FOR CONTINUATION.DRAWING PL102 FOR CONTINUATION.DRAWING PL102 FOR CONTINUATION.3333CONNECT 2" SUMP DISCHARGE INTO TOP OF 6"CONNECT 2" SUMP DISCHARGE INTO TOP OF 6"CONNECT 2" SUMP DISCHARGE INTO TOP OF 6"CONNECT 2" SUMP DISCHARGE INTO TOP OF 6"ROOF DRAIN LEADER.ROOF DRAIN LEADER.ROOF DRAIN LEADER.ROOF DRAIN LEADER.GENERAL NOTESDRAWING NOTES BO I L E R R O O M 20 6 ME C H 20 5 DDDD EEEE FFFF GGGG KKKK 9999 8888 5555 7777 6666 FD - 2 FD - 2 FD - 2 FD - 2 FS - 1 FS - 1 FS - 1 FS - 1 WA T E R WA T E R WA T E R WA T E R HE A T E R HE A T E R HE A T E R HE A T E R BO I L E R BO I L E R BO I L E R BO I L E R BO I L E R BO I L E R BO I L E R BO I L E R GL Y C O L M A K E - U P GL Y C O L M A K E - U P GL Y C O L M A K E - U P GL Y C O L M A K E - U P UN I T UN I T UN I T UN I T EX P A N S I O N T A N K EX P A N S I O N T A N K EX P A N S I O N T A N K EX P A N S I O N T A N K HE A T I N G W A T E R HE A T I N G W A T E R HE A T I N G W A T E R HE A T I N G W A T E R PU M P S PU M P S PU M P S PU M P S DR O P 4 " W A S T E D O W N DR O P 4 " W A S T E D O W N DR O P 4 " W A S T E D O W N DR O P 4 " W A S T E D O W N SC W SC W SC W SC W 14 0 ° 14 0 ° 14 0 ° 14 0 ° 2- 1 / 2 " S C W F R O M B E L O W 2- 1 / 2 " S C W F R O M B E L O W 2- 1 / 2 " S C W F R O M B E L O W 2- 1 / 2 " S C W F R O M B E L O W 2" D H W ( 1 4 0 ° ) D O W N 2" D H W ( 1 4 0 ° ) D O W N 2" D H W ( 1 4 0 ° ) D O W N 2" D H W ( 1 4 0 ° ) D O W N 2" D H W R ( 1 4 0 ° ) F R O M B E L O W 2" D H W R ( 1 4 0 ° ) F R O M B E L O W 2" D H W R ( 1 4 0 ° ) F R O M B E L O W 2" D H W R ( 1 4 0 ° ) F R O M B E L O W FS - 2 FS - 2 FS - 2 FS - 2 120°120°120°120° FS - 1 FS - 1 FS - 1 FS - 1 WHWHWHWH 1111 1111 2222 DH W & S C W P I P E S DH W & S C W P I P E S DH W & S C W P I P E S DH W & S C W P I P E S RA C K E D O N W A L L RA C K E D O N W A L L RA C K E D O N W A L L RA C K E D O N W A L L CE N T R A L D O M E S T I C CE N T R A L D O M E S T I C CE N T R A L D O M E S T I C CE N T R A L D O M E S T I C WA T E R C H I L L E R WA T E R C H I L L E R WA T E R C H I L L E R WA T E R C H I L L E R CD W C CD W C CD W C CD W C 1111 FS - 1 FS - 1 FS - 1 FS - 1 DC P DC P DC P DC P 1111 DC P DC P DC P DC P 2222 DO M E S T I C DO M E S T I C DO M E S T I C DO M E S T I C CIR C U L A T I N G CI R C U L A T I N G CIR C U L A T I N G CI R C U L A T I N G PU M P PU M P PU M P PU M P MIX I N G MIX I N G MIX I N G MIX I N G VA L V E VA L V E VA L V E VA L V E 14 0 ° 14 0 ° 14 0 ° 14 0 ° 1" D C W F R O M B E L O W 1" D C W F R O M B E L O W 1" D C W F R O M B E L O W 1" D C W F R O M B E L O W 1" C D C W D R O P S D O W N 1" C D C W D R O P S D O W N 1" C D C W D R O P S D O W N 1" C D C W D R O P S D O W N 1" C D C W F R O M B E L O W 1" C D C W F R O M B E L O W 1" C D C W F R O M B E L O W 1" C D C W F R O M B E L O W 2222 33334444 5555 5555 6666 1111 1111 7777 8888 7777 9999 10101010 2222 MVMVMVMV 1111 DO M E S T I C DO M E S T I C DO M E S T I C DO M E S T I C CIR C U L A T I N G CI R C U L A T I N G CIR C U L A T I N G CI R C U L A T I N G PU M P PU M P PU M P PU M P 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 2" VENT FROM BELOW2" VENT FROM BELOW2" VENT FROM BELOW2" VENT FROM BELOW 4" V T R 4" V T R 4" V T R 4" V T R 2"2"2"2" 2" V E N T F R O M B E L O W 2" V E N T F R O M B E L O W 2" V E N T F R O M B E L O W 2" V E N T F R O M B E L O W 1- 1 / 2 " D H W 1- 1 / 2 " D H W 1- 1 / 2 " D H W 1- 1 / 2 " D H W 2- 1 / 2 " S C W 2- 1 / 2 " S C W 2- 1 / 2 " S C W 2- 1 / 2 " S C W 11111111 3/4 " D C W F R O M 3/4 " D C W F R O M 3/4 " D C W F R O M 3/4 " D C W F R O M BE L O W . BE L O W . BE L O W . BE L O W . WH A WH A WH A WH A 12121212 WH A WH A WH A WH A 12121212 2- 1 / 2 " V E N T F R O M B E L O W , 2- 1 / 2 " V E N T F R O M B E L O W , 2- 1 / 2 " V E N T F R O M B E L O W , 2- 1 / 2 " V E N T F R O M B E L O W , RIS E 4 " V E N T T H R U R O O F RIS E 4 " V E N T T H R U R O O F RIS E 4 " V E N T T H R U R O O F RIS E 4 " V E N T T H R U R O O F 2" V E N T 2" V E N T 2" V E N T 2" V E N T FR O M B E L O W FR O M B E L O W FR O M B E L O W FR O M B E L O W 2"2"2"2" 1- 1 / 2 " D H W 1- 1 / 2 " D H W 1- 1 / 2 " D H W 1- 1 / 2 " D H W 2" S C W 2" S C W 2" S C W 2" S C W 1- 1 / 2 " D H W 1- 1 / 2 " D H W 1- 1 / 2 " D H W 1- 1 / 2 " D H W 1- 1 / 4 " S C W 1- 1 / 4 " S C W 1- 1 / 4 " S C W 1- 1 / 4 " S C W 1- 1 / 2 " D H W 1- 1 / 2 " D H W 1- 1 / 2 " D H W 1- 1 / 2 " D H W 1- 1 / 4 " S C W 1- 1 / 4 " S C W 1- 1 / 4 " S C W 1- 1 / 4 " S C W 1- 1 / 2 " D H W 1- 1 / 2 " D H W 1- 1 / 2 " D H W 1- 1 / 2 " D H W 1/2 " S C W 1/2 " S C W 1/2 " S C W 1/2 " S C W 1- 1 / 2 " D H W 1- 1 / 2 " D H W 1- 1 / 2 " D H W 1- 1 / 2 " D H W 1" S C W 1" S C W 1" S C W 1" S C W 1- 1 / 4 " D H W 1- 1 / 4 " D H W 1- 1 / 4 " D H W 1- 1 / 4 " D H W 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1" D H W 1" D H W 1" D H W 1" D H W 1- 1 / 2 " S C W 1- 1 / 2 " S C W 1- 1 / 2 " S C W 1- 1 / 2 " S C W 3/4 " D H W R 3/4 " D H W R 3/4 " D H W R 3/4 " D H W R 2" S C W 2" S C W 2" S C W 2" S C W 120°120°120°120° 1- 1 / 2 " D H W 1- 1 / 2 " D H W 1- 1 / 2 " D H W 1- 1 / 2 " D H W 2- 1 / 2 " S C W 2- 1 / 2 " S C W 2- 1 / 2 " S C W 2- 1 / 2 " S C W 13131313 FC O FC O FC O FC O 4"4"4"4" 4" V E N T 4" V E N T 4" V E N T 4" V E N T FR O M B E L O W , FR O M B E L O W , FR O M B E L O W , FR O M B E L O W , 4" V T R 4" V T R 4" V T R 4" V T R GGGG AH U AH U AH U AH U 10 0 10 0 10 0 10 0 AI R H A N D L I N G U N I T AIR H A N D L I N G U N I T AI R H A N D L I N G U N I T AIR H A N D L I N G U N I T 3” VTR3” VTR3” VTR3” VTR 3” S U M P V E N T 3” S U M P V E N T 3” S U M P V E N T 3” S U M P V E N T FR O M B E L O W FR O M B E L O W FR O M B E L O W FR O M B E L O W 4” W A S T E D O W N 4” W A S T E D O W N 4” W A S T E D O W N 4” W A S T E D O W N 10101010 GGGG HW P HW P HW P HW P 1111 HW P HW P HW P HW P 2222 GM U GM U GM U GM U 3333 ETETETET 2222 2- 1 / 2 " G A S F R O M B E L O W 2- 1 / 2 " G A S F R O M B E L O W 2- 1 / 2 " G A S F R O M B E L O W 2- 1 / 2 " G A S F R O M B E L O W 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " DE T DE T DE T DE T 1111 DO M E S T I C DO M E S T I C DO M E S T I C DO M E S T I C EX P A N S I O N EX P A N S I O N EX P A N S I O N EX P A N S I O N TA N K TA N K TA N K TA N K ATCATCATCATC AT C AT C AT C AT C 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " BBBB 2222 BO I L E R BO I L E R BO I L E R BO I L E R BBBB 1111 BO I L E R BO I L E R BO I L E R BO I L E R 2"2"2"2" 2"2"2"2" 3/4 " 3/4 " 3/4 " 3/4 " SH U T - O F F V A L V E , SH U T - O F F V A L V E , SH U T - O F F V A L V E , SH U T - O F F V A L V E , TY P I C A L TY P I C A L TY P I C A L TY P I C A L 20 4 TE C H N O L O G Y 20 3 ME C H 4" V T R 4" V T R 4" V T R 4" V T R 2"2"2"2" 2"2"2"2" 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 2"2"2"2" 2"2"2"2" WH A WH A WH A WH A 12121212 WH A WH A WH A WH A 12121212 WH A WH A WH A WH A SCWSCWSCWSCW 1- 1 / 2 " D H W 1- 1 / 2 " D H W 1- 1 / 2 " D H W 1- 1 / 2 " D H W 2" S C W 2" S C W 2" S C W 2" S C W 2"2"2"2" 2"2"2"2" 1"1"1"1" 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 1"1"1"1" 1"1"1"1" 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 1"1"1"1" 2"2"2"2" HHHH 10 0 10 0 10 0 10 0 HU M I D I F I E R HU M I D I F I E R HU M I D I F I E R HU M I D I F I E R DC W DC W DC W DC W DC W DC W DC W DC W 3/4 " D C W F R O M B E L O W 3/4 " D C W F R O M B E L O W 3/4 " D C W F R O M B E L O W 3/4 " D C W F R O M B E L O W 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " BF P - 5 BF P - 5 BF P - 5 BF P - 5 15151515 14141414 3/4 " 3/4 " 3/4 " 3/4 " HB - 1 HB - 1 HB - 1 HB - 1 SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/22/2012 3:37:16 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\skocherhans\Documents\REVIT PROJECTS\v12\11071-PLUM-CF_Indianapolis Temple-v12_skocherhans.rvt LEVEL 2 PLUMBING PLAN PL102Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012JTBChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : SC A L E : SC A L E : SC A L E : 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " LE V E L 2 P L U M B I N G P L A N 0000 5555 10101010 10101010 20202020 NOTE #DESCRIPTION 1111DROP 3/4" DHW (120°) AND 2" SCW DOWN TODROP 3/4" DHW (120°) AND 2" SCW DOWN TODROP 3/4" DHW (120°) AND 2" SCW DOWN TODROP 3/4" DHW (120°) AND 2" SCW DOWN TO SERVE FIXTURES BELOW. PROVIDE SHUT-OFFSERVE FIXTURES BELOW. PROVIDE SHUT-OFFSERVE FIXTURES BELOW. PROVIDE SHUT-OFFSERVE FIXTURES BELOW. PROVIDE SHUT-OFF VALVE IN DROPS. LOCATE VALVE IN ANVALVE IN DROPS. LOCATE VALVE IN ANVALVE IN DROPS. LOCATE VALVE IN ANVALVE IN DROPS. LOCATE VALVE IN AN ACCESSIBLE AREA OF LEVEL 2 MECHANICAL SPACE.ACCESSIBLE AREA OF LEVEL 2 MECHANICAL SPACE.ACCESSIBLE AREA OF LEVEL 2 MECHANICAL SPACE.ACCESSIBLE AREA OF LEVEL 2 MECHANICAL SPACE.SEE DRAWING PL101 FOR CONTINUATION.SEE DRAWING PL101 FOR CONTINUATION.SEE DRAWING PL101 FOR CONTINUATION.SEE DRAWING PL101 FOR CONTINUATION.2222DROP DHW AND SCW ON WALL, RUN PIPINGDROP DHW AND SCW ON WALL, RUN PIPINGDROP DHW AND SCW ON WALL, RUN PIPINGDROP DHW AND SCW ON WALL, RUN PIPING RACKED ON WALL AT APPROXIMATELY 3'-0" A.F.F.RACKED ON WALL AT APPROXIMATELY 3'-0" A.F.F.RACKED ON WALL AT APPROXIMATELY 3'-0" A.F.F.RACKED ON WALL AT APPROXIMATELY 3'-0" A.F.F.COORDINATE PIPING LOCATION WITH OTHERCOORDINATE PIPING LOCATION WITH OTHERCOORDINATE PIPING LOCATION WITH OTHERCOORDINATE PIPING LOCATION WITH OTHER TRADES.TRADES.TRADES.TRADES.3333DROP 3/4" DHW (120°) AND 1" SCW DOWN TODROP 3/4" DHW (120°) AND 1" SCW DOWN TODROP 3/4" DHW (120°) AND 1" SCW DOWN TODROP 3/4" DHW (120°) AND 1" SCW DOWN TO SERVE FIXTURES BELOW. PROVIDE SHUT-OFFSERVE FIXTURES BELOW. PROVIDE SHUT-OFFSERVE FIXTURES BELOW. PROVIDE SHUT-OFFSERVE FIXTURES BELOW. PROVIDE SHUT-OFF VALVES IN DROPS. LOCATE VALVE IN ANVALVES IN DROPS. LOCATE VALVE IN ANVALVES IN DROPS. LOCATE VALVE IN ANVALVES IN DROPS. LOCATE VALVE IN AN ACCESSIBLE AREA OF LEVEL 2 MECHANICAL SPACE.ACCESSIBLE AREA OF LEVEL 2 MECHANICAL SPACE.ACCESSIBLE AREA OF LEVEL 2 MECHANICAL SPACE.ACCESSIBLE AREA OF LEVEL 2 MECHANICAL SPACE.SEE LARGE SCALE PLUMBING PLAN 2 ON DRAWINGSEE LARGE SCALE PLUMBING PLAN 2 ON DRAWINGSEE LARGE SCALE PLUMBING PLAN 2 ON DRAWINGSEE LARGE SCALE PLUMBING PLAN 2 ON DRAWING PL401 FOR CONTINUATION.PL401 FOR CONTINUATION.PL401 FOR CONTINUATION.PL401 FOR CONTINUATION.4444DROP 1/2" DHW (120°) AND 1" SCW DOWN TODROP 1/2" DHW (120°) AND 1" SCW DOWN TODROP 1/2" DHW (120°) AND 1" SCW DOWN TODROP 1/2" DHW (120°) AND 1" SCW DOWN TO SERVE FIXTURES BELOW. PROVIDE SHUT-OFFSERVE FIXTURES BELOW. PROVIDE SHUT-OFFSERVE FIXTURES BELOW. PROVIDE SHUT-OFFSERVE FIXTURES BELOW. PROVIDE SHUT-OFF VALVES IN DROPS. LOCATE VALVE IN ANVALVES IN DROPS. LOCATE VALVE IN ANVALVES IN DROPS. LOCATE VALVE IN ANVALVES IN DROPS. LOCATE VALVE IN AN ACCESSIBLE AREA OF LEVEL 2 MECHANICAL SPACE.ACCESSIBLE AREA OF LEVEL 2 MECHANICAL SPACE.ACCESSIBLE AREA OF LEVEL 2 MECHANICAL SPACE.ACCESSIBLE AREA OF LEVEL 2 MECHANICAL SPACE.SEE LARGE SCALE PLUMBING PLAN 2 ON DRAWINGSEE LARGE SCALE PLUMBING PLAN 2 ON DRAWINGSEE LARGE SCALE PLUMBING PLAN 2 ON DRAWINGSEE LARGE SCALE PLUMBING PLAN 2 ON DRAWING PL401 FOR CONTINUATIONPL401 FOR CONTINUATIONPL401 FOR CONTINUATIONPL401 FOR CONTINUATION 5555DROP 3/4" SCW DOWN TO SERVE INSTRUCTION DDROP 3/4" SCW DOWN TO SERVE INSTRUCTION DDROP 3/4" SCW DOWN TO SERVE INSTRUCTION DDROP 3/4" SCW DOWN TO SERVE INSTRUCTION D SINKS (IS-1). PROVIDE SHUT-OFF VALVE IN DROP.SINKS (IS-1). PROVIDE SHUT-OFF VALVE IN DROP.SINKS (IS-1). PROVIDE SHUT-OFF VALVE IN DROP.SINKS (IS-1). PROVIDE SHUT-OFF VALVE IN DROP.LOCATE VALVE IN AN ACCESSIBLE AREA OF LEVEL 2LOCATE VALVE IN AN ACCESSIBLE AREA OF LEVEL 2LOCATE VALVE IN AN ACCESSIBLE AREA OF LEVEL 2LOCATE VALVE IN AN ACCESSIBLE AREA OF LEVEL 2 MECHANICAL SPACE. SEE DRAWING PL101 FORMECHANICAL SPACE. SEE DRAWING PL101 FORMECHANICAL SPACE. SEE DRAWING PL101 FORMECHANICAL SPACE. SEE DRAWING PL101 FOR CONTINUATION.CONTINUATION.CONTINUATION.CONTINUATION.6666DROP 1/2" DHW (120°) AND 1/2" SCW DOWN TODROP 1/2" DHW (120°) AND 1/2" SCW DOWN TODROP 1/2" DHW (120°) AND 1/2" SCW DOWN TODROP 1/2" DHW (120°) AND 1/2" SCW DOWN TO SERVE SERVICE SINK (SS-1) BELOW. PROVIDESERVE SERVICE SINK (SS-1) BELOW. PROVIDESERVE SERVICE SINK (SS-1) BELOW. PROVIDESERVE SERVICE SINK (SS-1) BELOW. PROVIDE SHUT-OFF VALVE IN DROP. LOCATE VALVE IN ANSHUT-OFF VALVE IN DROP. LOCATE VALVE IN ANSHUT-OFF VALVE IN DROP. LOCATE VALVE IN ANSHUT-OFF VALVE IN DROP. LOCATE VALVE IN AN ACCESSIBLE AREA OF LEVEL 2 MECHANICAL SPACE.ACCESSIBLE AREA OF LEVEL 2 MECHANICAL SPACE.ACCESSIBLE AREA OF LEVEL 2 MECHANICAL SPACE.ACCESSIBLE AREA OF LEVEL 2 MECHANICAL SPACE.SEE LARGE SCALE PLUMBING PLAN 2 ON DRAWINGSEE LARGE SCALE PLUMBING PLAN 2 ON DRAWINGSEE LARGE SCALE PLUMBING PLAN 2 ON DRAWINGSEE LARGE SCALE PLUMBING PLAN 2 ON DRAWING PL401 FOR CONTINUATION.PL401 FOR CONTINUATION.PL401 FOR CONTINUATION.PL401 FOR CONTINUATION.7777DROP 1/2" DHW (120°) AND 1" SCW DOWN TODROP 1/2" DHW (120°) AND 1" SCW DOWN TODROP 1/2" DHW (120°) AND 1" SCW DOWN TODROP 1/2" DHW (120°) AND 1" SCW DOWN TO SERVE FIXTURES BELOW. PROVIDE SHUT-OFFSERVE FIXTURES BELOW. PROVIDE SHUT-OFFSERVE FIXTURES BELOW. PROVIDE SHUT-OFFSERVE FIXTURES BELOW. PROVIDE SHUT-OFF VALVE IN DROPS. LOCATE VALVE IN ANVALVE IN DROPS. LOCATE VALVE IN ANVALVE IN DROPS. LOCATE VALVE IN ANVALVE IN DROPS. LOCATE VALVE IN AN ACCESSIBLE AREA OF LEVEL 2 MECHANICAL SPACE.ACCESSIBLE AREA OF LEVEL 2 MECHANICAL SPACE.ACCESSIBLE AREA OF LEVEL 2 MECHANICAL SPACE.ACCESSIBLE AREA OF LEVEL 2 MECHANICAL SPACE.SEE LARGE SCALE PLUMBING PLAN 4 ON DRAWINGSEE LARGE SCALE PLUMBING PLAN 4 ON DRAWINGSEE LARGE SCALE PLUMBING PLAN 4 ON DRAWINGSEE LARGE SCALE PLUMBING PLAN 4 ON DRAWING PL401 FOR CONTINUATION.PL401 FOR CONTINUATION.PL401 FOR CONTINUATION.PL401 FOR CONTINUATION.8888DROP 1/2" DHW (120°) AND 1/2" SCW DOWN TODROP 1/2" DHW (120°) AND 1/2" SCW DOWN TODROP 1/2" DHW (120°) AND 1/2" SCW DOWN TODROP 1/2" DHW (120°) AND 1/2" SCW DOWN TO SERVE SINK (S-2) BELOW. PROVIDE SHUT-OFFSERVE SINK (S-2) BELOW. PROVIDE SHUT-OFFSERVE SINK (S-2) BELOW. PROVIDE SHUT-OFFSERVE SINK (S-2) BELOW. PROVIDE SHUT-OFF VALVE IN DROPS. LOCATE VALVE IN ANVALVE IN DROPS. LOCATE VALVE IN ANVALVE IN DROPS. LOCATE VALVE IN ANVALVE IN DROPS. LOCATE VALVE IN AN ACCESSIBLE AREA OF LEVEL 2 MECHANICAL SPACE.ACCESSIBLE AREA OF LEVEL 2 MECHANICAL SPACE.ACCESSIBLE AREA OF LEVEL 2 MECHANICAL SPACE.ACCESSIBLE AREA OF LEVEL 2 MECHANICAL SPACE.SEE LARGE SCALE PLUMBING PLAN 4 ON DRAWINGSEE LARGE SCALE PLUMBING PLAN 4 ON DRAWINGSEE LARGE SCALE PLUMBING PLAN 4 ON DRAWINGSEE LARGE SCALE PLUMBING PLAN 4 ON DRAWING PL401 FOR CONTINUATION.PL401 FOR CONTINUATION.PL401 FOR CONTINUATION.PL401 FOR CONTINUATION.9999DROP 1/2" DHW (120°) AND 1/2" SCW DOWN TODROP 1/2" DHW (120°) AND 1/2" SCW DOWN TODROP 1/2" DHW (120°) AND 1/2" SCW DOWN TODROP 1/2" DHW (120°) AND 1/2" SCW DOWN TO SERVE SINK (S-1) BELOW. PROVIDE SHUT-OFFSERVE SINK (S-1) BELOW. PROVIDE SHUT-OFFSERVE SINK (S-1) BELOW. PROVIDE SHUT-OFFSERVE SINK (S-1) BELOW. PROVIDE SHUT-OFF VALVE IN DROPS. LOCATE VALVE IN ANVALVE IN DROPS. LOCATE VALVE IN ANVALVE IN DROPS. LOCATE VALVE IN ANVALVE IN DROPS. LOCATE VALVE IN AN ACCESSIBLE AREA OF LEVEL 2 MECHANICAL SPACE.ACCESSIBLE AREA OF LEVEL 2 MECHANICAL SPACE.ACCESSIBLE AREA OF LEVEL 2 MECHANICAL SPACE.ACCESSIBLE AREA OF LEVEL 2 MECHANICAL SPACE.SEE LARGE SCALE PLUMBING PLAN 4 ON DRAWINGSEE LARGE SCALE PLUMBING PLAN 4 ON DRAWINGSEE LARGE SCALE PLUMBING PLAN 4 ON DRAWINGSEE LARGE SCALE PLUMBING PLAN 4 ON DRAWING PL401 FOR CONTINUATION.PL401 FOR CONTINUATION.PL401 FOR CONTINUATION.PL401 FOR CONTINUATION.10101010DROP 1" DHW (120°) AND 1-1/2" SCW DOWN TODROP 1" DHW (120°) AND 1-1/2" SCW DOWN TODROP 1" DHW (120°) AND 1-1/2" SCW DOWN TODROP 1" DHW (120°) AND 1-1/2" SCW DOWN TO SERVE FIXTURES BELOW. PROVIDE SHUT-OFFSERVE FIXTURES BELOW. PROVIDE SHUT-OFFSERVE FIXTURES BELOW. PROVIDE SHUT-OFFSERVE FIXTURES BELOW. PROVIDE SHUT-OFF VALVE IN DROPS. LOCATE VALVE IN ANVALVE IN DROPS. LOCATE VALVE IN ANVALVE IN DROPS. LOCATE VALVE IN ANVALVE IN DROPS. LOCATE VALVE IN AN ACCESSIBLE AREA OF LEVEL 2 MECHANICAL SPACE.ACCESSIBLE AREA OF LEVEL 2 MECHANICAL SPACE.ACCESSIBLE AREA OF LEVEL 2 MECHANICAL SPACE.ACCESSIBLE AREA OF LEVEL 2 MECHANICAL SPACE.SEE LARGE SCALE PLUMBING PLAN 2 ON DRAWINGSEE LARGE SCALE PLUMBING PLAN 2 ON DRAWINGSEE LARGE SCALE PLUMBING PLAN 2 ON DRAWINGSEE LARGE SCALE PLUMBING PLAN 2 ON DRAWING PL402.PL402.PL402.PL402.11111111RISE 3/4" DCW AND PROVIDE WALL HYDRANTRISE 3/4" DCW AND PROVIDE WALL HYDRANTRISE 3/4" DCW AND PROVIDE WALL HYDRANTRISE 3/4" DCW AND PROVIDE WALL HYDRANT (WH-1) ON ROOF. SEE PLUMBING ROOF PLAN ON(WH-1) ON ROOF. SEE PLUMBING ROOF PLAN ON(WH-1) ON ROOF. SEE PLUMBING ROOF PLAN ON(WH-1) ON ROOF. SEE PLUMBING ROOF PLAN ON DWG. PL103. PROVIDE SHUT-OFF VALVE IN WATERDWG. PL103. PROVIDE SHUT-OFF VALVE IN WATERDWG. PL103. PROVIDE SHUT-OFF VALVE IN WATERDWG. PL103. PROVIDE SHUT-OFF VALVE IN WATER SUPPLY TO WALL HYDRANT LOCATED AT LEVEL 2SUPPLY TO WALL HYDRANT LOCATED AT LEVEL 2SUPPLY TO WALL HYDRANT LOCATED AT LEVEL 2SUPPLY TO WALL HYDRANT LOCATED AT LEVEL 2 MECHANICAL SPACE, SEE DRAWING PL102 .MECHANICAL SPACE, SEE DRAWING PL102 .MECHANICAL SPACE, SEE DRAWING PL102 .MECHANICAL SPACE, SEE DRAWING PL102 .12121212LOCATE WATER HAMMER ARRESTOR ON COLDLOCATE WATER HAMMER ARRESTOR ON COLDLOCATE WATER HAMMER ARRESTOR ON COLDLOCATE WATER HAMMER ARRESTOR ON COLD WATER SUPPLY TO FIXTURES DOWNSTREAM OFWATER SUPPLY TO FIXTURES DOWNSTREAM OFWATER SUPPLY TO FIXTURES DOWNSTREAM OFWATER SUPPLY TO FIXTURES DOWNSTREAM OF SHUT-OFF VALVE LOCATED IN AN ACCESSIBLESHUT-OFF VALVE LOCATED IN AN ACCESSIBLESHUT-OFF VALVE LOCATED IN AN ACCESSIBLESHUT-OFF VALVE LOCATED IN AN ACCESSIBLE LOCATION IN LEVEL 2 MECHANICAL SPACE.LOCATION IN LEVEL 2 MECHANICAL SPACE.LOCATION IN LEVEL 2 MECHANICAL SPACE.LOCATION IN LEVEL 2 MECHANICAL SPACE.13131313DROP 1-1/4" DHW (140°) AND 1-1/4" SCW DOWNDROP 1-1/4" DHW (140°) AND 1-1/4" SCW DOWNDROP 1-1/4" DHW (140°) AND 1-1/4" SCW DOWNDROP 1-1/4" DHW (140°) AND 1-1/4" SCW DOWN TO SERVE LAUNDRY ROOM FIXTURES/EQUIPMENTTO SERVE LAUNDRY ROOM FIXTURES/EQUIPMENTTO SERVE LAUNDRY ROOM FIXTURES/EQUIPMENTTO SERVE LAUNDRY ROOM FIXTURES/EQUIPMENT BELOW. PROVIDE SHUT-OFF VALVES IN DROPS.BELOW. PROVIDE SHUT-OFF VALVES IN DROPS.BELOW. PROVIDE SHUT-OFF VALVES IN DROPS.BELOW. PROVIDE SHUT-OFF VALVES IN DROPS.LOCATE VALVE IN AN ACCESSIBLE AREA OF LEVEL 2LOCATE VALVE IN AN ACCESSIBLE AREA OF LEVEL 2LOCATE VALVE IN AN ACCESSIBLE AREA OF LEVEL 2LOCATE VALVE IN AN ACCESSIBLE AREA OF LEVEL 2 MECHANICAL SPACE. SEE LARGE SCALE PLUMBINGMECHANICAL SPACE. SEE LARGE SCALE PLUMBINGMECHANICAL SPACE. SEE LARGE SCALE PLUMBINGMECHANICAL SPACE. SEE LARGE SCALE PLUMBING PLAN 2 ON DRAWING PL402 FOR CONTINUATION.PLAN 2 ON DRAWING PL402 FOR CONTINUATION.PLAN 2 ON DRAWING PL402 FOR CONTINUATION.PLAN 2 ON DRAWING PL402 FOR CONTINUATION.14141414SECURE BACKFLOW PREVENTOR (BFP-5) WITHSECURE BACKFLOW PREVENTOR (BFP-5) WITHSECURE BACKFLOW PREVENTOR (BFP-5) WITHSECURE BACKFLOW PREVENTOR (BFP-5) WITH UNITSTRUCT. COORDINATE LOCATION WITHUNITSTRUCT. COORDINATE LOCATION WITHUNITSTRUCT. COORDINATE LOCATION WITHUNITSTRUCT. COORDINATE LOCATION WITH MECHANICAL.MECHANICAL.MECHANICAL.MECHANICAL.15151515CONNECT 3/4" DCW TO HUMIDIFIER AS REQUIRED.CONNECT 3/4" DCW TO HUMIDIFIER AS REQUIRED.CONNECT 3/4" DCW TO HUMIDIFIER AS REQUIRED.CONNECT 3/4" DCW TO HUMIDIFIER AS REQUIRED.1August 27, 2010Addendum #1 1111 AAAA BBBB B. 4 B. 4 B . 4 B. 4 CCCC DDDD EEEE FFFF GGGG KKKK LLLL MMMM NNNN 13131313 12121212 11111111 10101010 9999 8888 5555 4. 8 4. 8 4. 8 4. 8 4444 3333 2222 1111 7777 6666 4"4"4"4" 4" R D - 1 4" R D - 1 4" R D - 1 4" R D - 1 4" S R D - 1 4" S R D - 1 4" S R D - 1 4" S R D - 1 4" S R D - 1 4" S R D - 1 4" S R D - 1 4" S R D - 1 4" R D - 1 4" R D - 1 4" R D - 1 4" R D - 1 4"R D - 1 4" R D - 1 4"R D - 1 4" R D - 1 4" S R D - 1 4" S R D - 1 4" S R D - 1 4" S R D - 1 4" R D - 1 4" R D - 1 4" R D - 1 4" R D - 1 4" S R D - 1 4" S R D - 1 4" S R D - 1 4" S R D - 1 4" R D - 1 4" R D - 1 4" R D - 1 4" R D - 1 4" S R D - 1 4" S R D - 1 4" S R D - 1 4" S R D - 1 4" R D - 1 4" R D - 1 4" R D - 1 4" R D - 1 4" S R D - 1 4" S R D - 1 4" S R D - 1 4" S R D - 1 4" S R D - 1 4" S R D - 1 4" S R D - 1 4" S R D - 1 4" R D - 1 4" R D - 1 4" R D - 1 4" R D - 1 4" S R D - 1 4" S R D - 1 4" S R D - 1 4" S R D - 1 4" R D - 1 4" R D - 1 4" R D - 1 4" R D - 1 4" S R D - 1 4" S R D - 1 4" S R D - 1 4" S R D - 1 4" R D - 1 4" R D - 1 4" R D - 1 4" R D - 1 4" R D - 1 4" R D - 1 4" R D - 1 4" R D - 1 4 " S R D - 1 4 " S R D - 1 4 " S R D - 1 4 " S R D - 1 6" R D - 1 6" R D - 1 6" R D - 1 6" R D - 1 6" S R D - 1 6" S R D - 1 6" S R D - 1 6" S R D - 1 6" R D - 1 6" R D - 1 6" R D - 1 6" R D - 1 6" S R D - 1 6" S R D - 1 6" S R D - 1 6" S R D - 1 6" R D - 1 6" R D - 1 6" R D - 1 6" R D - 1 6" S R D - 1 6" S R D - 1 6" S R D - 1 6" S R D - 1 4" R D - 1 4" R D - 1 4" R D - 1 4" R D - 1 4" S R D - 1 4" S R D - 1 4" S R D - 1 4" S R D - 1 DR O P 6 " R D A N D DR O P 6 " R D A N D DR O P 6 " R D A N D DR O P 6 " R D A N D SR D O N W A L L SR D O N W A L L SR D O N W A L L SR D O N W A L L BE L O W . BE L O W . BE L O W . BE L O W . DR O P 6 " R D A N D S R D DR O P 6 " R D A N D S R D DR O P 6 " R D A N D S R D DR O P 6 " R D A N D S R D ON W A L L B E L O W . ON W A L L B E L O W . ON W A L L B E L O W . ON W A L L B E L O W . DR O P 8 " R D A N D S R D DR O P 8 " R D A N D S R D DR O P 8 " R D A N D S R D DR O P 8 " R D A N D S R D IN W A L L B E L O W . IN W A L L B E L O W . IN W A L L B E L O W . IN W A L L B E L O W . DR O P 6 " R D A N D S R D DR O P 6 " R D A N D S R D DR O P 6 " R D A N D S R D DR O P 6 " R D A N D S R D ON W A L L B E L O W . ON W A L L B E L O W . ON W A L L B E L O W . ON W A L L B E L O W . 4" S R D - 1 4" S R D - 1 4" S R D - 1 4" S R D - 1 4" R D - 1 4" R D - 1 4" R D - 1 4" R D - 1 3"3"3"3"SR D - 2 SR D - 2 SR D - 2 SR D - 2 3"3"3"3"RD - 2 RD - 2 RD - 2 RD - 2 RDRDRDRD SRDSRDSRDSRD RDRDRDRD SRDSRDSRDSRD RDRDRDRD SRDSRDSRDSRD RDRDRDRD SR D SR D SR D SR D RDRDRDRD SR D SR D SR D SR D RDRDRDRD SRDSRDSRDSRD RDRDRDRD SRDSRDSRDSRD 4"4"4"4" 4"4"4"4" 6"6"6"6" RDRDRDRD SRDSRDSRDSRD RDRDRDRD SRDSRDSRDSRD SR D SR D SR D SR D RDRDRDRD SR D SR D SR D SR D RDRDRDRD RDRDRDRD SRDSRDSRDSRD RDRDRDRD SR D SR D SR D SR D 4"4"4"4" 4"4"4"4" 6"6"6"6" 6"6"6"6" 6"6"6"6" 6"6"6"6" 6"6"6"6" 6"6"6"6" 6"6"6"6"6"6"6"6" 6"6"6"6" 6"6"6"6" 4"4"4"4" 4"4"4"4" 4"4"4"4"4"4"4"4" 6"6"6"6" 6"6"6"6" 6"6"6"6" 6"6"6"6" 4"4"4"4" 4"4"4"4" 6"6"6"6" 4"4"4"4" 4"4"4"4" WH - 1 WH - 1 WH - 1 WH - 1 4" V T R 4" V T R 4" V T R 4" V T R 4" V T R 4" V T R 4" V T R 4" V T R 6"6"6"6" RDRDRDRD SRDSRDSRDSRD 6"6"6"6" RDRDRDRD SR D SR D SR D SR D 20 3 0 20 3 0 20 3 0 20 3 0 1/4 " S L O P E 1/4 " S L O P E 1/4 " S L O P E 1/4 " S L O P E 27 5 27 5 27 5 27 5 1/4 " S L O P E 1/4 " S L O P E 1/4 " S L O P E 1/4 " S L O P E 25 0 5 25 0 5 25 0 5 25 0 5 1/4 " S L O P E 1/4 " S L O P E 1/4 " S L O P E 1/4 " S L O P E 19 7 0 19 7 0 19 7 0 19 7 0 1/4 " S L O P E 1/4 " S L O P E 1/4 " S L O P E 1/4 " S L O P E 26 5 0 26 5 0 26 5 0 26 5 0 1/4 " S L O P E 1/4 " S L O P E 1/4 " S L O P E 1/4 " S L O P E 18 1 5 18 1 5 18 1 5 18 1 5 1/4 " S L O P E 1/4 " S L O P E 1/4 " S L O P E 1/4 " S L O P E 13 9 0 13 9 0 13 9 0 13 9 0 1/4 " S L O P E 1/4 " S L O P E 1/4 " S L O P E 1/4 " S L O P E 13 5 0 13 5 0 13 5 0 13 5 0 1/4 " S L O P E 1/4 " S L O P E 1/4 " S L O P E 1/4 " S L O P E 13 5 0 13 5 0 13 5 0 13 5 0 1/4 " S L O P E 1/4 " S L O P E 1/4 " S L O P E 1/4 " S L O P E 13 9 0 13 9 0 13 9 0 13 9 0 1/4 " S L O P E 1/4 " S L O P E 1/4 " S L O P E 1/4 " S L O P E 23 5 23 5 23 5 23 5 1/4 " S L O P E 1/4 " S L O P E 1/4 " S L O P E 1/4 " S L O P E 18 1 5 18 1 5 18 1 5 18 1 5 1/4 " S L O P E 1/4 " S L O P E 1/4 " S L O P E 1/4 " S L O P E 19 9 5 19 9 5 19 9 5 19 9 5 1/4 " S L O P E 1/4 " S L O P E 1/4 " S L O P E 1/4 " S L O P E 4"4"4"4" RDRDRDRD SRDSRDSRDSRD 13 7 0 13 7 0 13 7 0 13 7 0 1/4 " S L O P E 1/4 " S L O P E 1/4 " S L O P E 1/4 " S L O P E 11 3 5 11 3 5 11 3 5 11 3 5 1/4 " S L O P E 1/4 " S L O P E 1/4 " S L O P E 1/4 " S L O P E 6"6"6"6" 6"6"6"6" 3"3"3"3" 3"3"3"3" 3"3"3"3"3"3"3"3" SR D SR D SR D SR D RDRDRDRD 3" S R D - 2 3" S R D - 2 3" S R D - 2 3" S R D - 2 3" R D - 2 3" R D - 2 3" R D - 2 3" R D - 2 21 5 21 5 21 5 21 5 1/4 " S L O P E 1/4 " S L O P E 1/4 " S L O P E 1/4 " S L O P E 19 9 5 19 9 5 19 9 5 19 9 5 1/4 " S L O P E 1/4 " S L O P E 1/4 " S L O P E 1/4 " S L O P E 18 1 5 18 1 5 18 1 5 18 1 5 1/4 " S L O P E 1/4 " S L O P E 1/4 " S L O P E 1/4 " S L O P E 3” V T R 3” V T R 3” V T R 3” V T R 4” V T R 4” V T R 4” V T R 4” V T R 1111 1111 3"3"3"3" 11111111 2222 6"6"6"6" 6"6"6"6" 1111 3"3"3"3" 3"3"3"3" 3"3"3"3" 3"3"3"3" 1111 3"3"3"3" RO O F D R A I N S I Z I N G N O T E S 1. R O O F D R A I N S I Z E S A R E B A S E D O N A 1 H O U R D U R A T I O N 1. R O O F D R A I N S I Z E S A R E B A S E D O N A 1 H O U R D U R A T I O N 1. R O O F D R A I N S I Z E S A R E B A S E D O N A 1 H O U R D U R A T I O N 1. R O O F D R A I N S I Z E S A R E B A S E D O N A 1 H O U R D U R A T I O N A N D A 1 0 0 Y E A R R A I N F A L L R A T E O F 3 . 1 . A N D A 1 0 0 Y E A R R A I N F A L L R A T E O F 3 . 1 . A N D A 1 0 0 Y E A R R A I N F A L L R A T E O F 3 . 1 . A N D A 1 0 0 Y E A R R A I N F A L L R A T E O F 3 . 1 . 2. S I Z I N G B A S E D O N T A B L E 1 1 - 2 ( U P C ) F O R A 3 . 5 " R A I NF A L L 2. S I Z I N G B A S E D O N T A B L E 1 1 - 2 ( U P C ) F O R A 3 . 5 " R A I NF A L L 2. S I Z I N G B A S E D O N T A B L E 1 1 - 2 ( U P C ) F O R A 3 . 5 " R A I NF A L L 2. S I Z I N G B A S E D O N T A B L E 1 1 - 2 ( U P C ) F O R A 3 . 5 " R A I NF A L L A T 1 / 4 " / F T . S L O P E . A T 1 / 4 " / F T . S L O P E . A T 1 / 4 " / F T . S L O P E . A T 1 / 4 " / F T . S L O P E . 3. R O O F D R A I N P I P E S I Z I N G B A S E D O N 1 / 4 " P E R F O O T ( 2% ) 3. R O O F D R A I N P I P E S I Z I N G B A S E D O N 1 / 4 " P E R F O O T ( 2% ) 3. R O O F D R A I N P I P E S I Z I N G B A S E D O N 1 / 4 " P E R F O O T ( 2% ) 3. R O O F D R A I N P I P E S I Z I N G B A S E D O N 1 / 4 " P E R F O O T ( 2% ) S L O P E , U N L E S S O T H E R W I S E N O T E D . S L O P E , U N L E S S O T H E R W I S E N O T E D . S L O P E , U N L E S S O T H E R W I S E N O T E D . S L O P E , U N L E S S O T H E R W I S E N O T E D . 11111111 111111111111 11113"3"3"3"111111111111 11113"3"3"3"EEEE FFFF GGGG 4.84.84.84.844443333222211111111111111113"3"3"3"EEEE FFFF GGGG 55554.84.84.84.8444433332222 11113" RD3" RD3" RD3" RD3" SRD-13" SRD-13" SRD-13" SRD-1 3" RD-13" RD-13" RD-13" RD-1 SRDSRDSRDSRD RDRDRDRDSRDSRDSRDSRDRDRDRDRD3"3"3"3"3"3"3"3"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"3"3"3"3"3"3"3"3"3"3"3"3"3"3"3"3"RD-2RD-2RD-2RD-2SRD-2SRD-2SRD-2SRD-2 1111111111113"3"3"3"3333 33333"3"3"3"SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/6/2012 10:31:05 AM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\skocherhans\Documents\REVIT PROJECTS\v12\11071-PLUM-CF_Indianapolis Temple-v12_skocherhans.rvt ROOF PLUMBING PLAN PL103Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : SC A L E : SC A L E : SC A L E : 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " PL U M B I N G R O O F P L A N 0000 5555 10101010 10101010 20202020 SCALE:SCALE:SCALE:SCALE: 1/8" = 1'-0" 1/8" = 1'-0" 1/8" = 1'-0" 1/8" = 1'-0"PLUMBING EAST SPIRE CORNICE SCALE:SCALE:SCALE:SCALE: 1/8" = 1'-0" 1/8" = 1'-0" 1/8" = 1'-0" 1/8" = 1'-0"PLUMBING EAST SPIRE BASE SCALE:SCALE:SCALE:SCALE: 1/8" = 1'-0" 1/8" = 1'-0" 1/8" = 1'-0" 1/8" = 1'-0"PLUMBING EAST SPIRE PLINTH SCALE:SCALE:SCALE:SCALE: 1/8" = 1'-0" 1/8" = 1'-0" 1/8" = 1'-0" 1/8" = 1'-0"PLUMBING PARAPET 3 DR A W I N G N O T E S N O T E # D E S C R I P T I O N 1111 C O N N E C T 3 " R D T O G U T T E R O U T L E T . CO N N E C T 3 " R D T O G U T T E R O U T L E T . CO N N E C T 3 " R D T O G U T T E R O U T L E T . CO N N E C T 3 " R D T O G U T T E R O U T L E T . SE E A R C H I T E C T U R A L D E T A I L . SE E A R C H I T E C T U R A L D E T A I L . SE E A R C H I T E C T U R A L D E T A I L . SE E A R C H I T E C T U R A L D E T A I L . 2222 S E E A R C H I T E C T U R A L D R A W I N G S F O R SE E A R C H I T E C T U R A L D R A W I N G S F O R SE E A R C H I T E C T U R A L D R A W I N G S F O R SE E A R C H I T E C T U R A L D R A W I N G S F O R WI D T H O F W A L L T O A C C O M O D A T E WI D T H O F W A L L T O A C C O M O D A T E WI D T H O F W A L L T O A C C O M O D A T E WI D T H O F W A L L T O A C C O M O D A T E VA L V E H O U S I N G O F W A L L H Y D R A N T VA L V E H O U S I N G O F W A L L H Y D R A N T VA L V E H O U S I N G O F W A L L H Y D R A N T VA L V E H O U S I N G O F W A L L H Y D R A N T 3333 R O U T E 3 " R O O F D R A I N A B O V E R O O F RO U T E 3 " R O O F D R A I N A B O V E R O O F RO U T E 3 " R O O F D R A I N A B O V E R O O F RO U T E 3 " R O O F D R A I N A B O V E R O O F ME M B R A N E A N D T E R M I N A T E A T ME M B R A N E A N D T E R M I N A T E A T ME M B R A N E A N D T E R M I N A T E A T ME M B R A N E A N D T E R M I N A T E A T PR I M A R Y R O O F D R A I N A S S H O W N . PR I M A R Y R O O F D R A I N A S S H O W N . PR I M A R Y R O O F D R A I N A S S H O W N . PR I M A R Y R O O F D R A I N A S S H O W N . SCALE:SCALE:SCALE:SCALE: 1/8" = 1'-0" 1/8" = 1'-0" 1/8" = 1'-0" 1/8" = 1'-0"PLUMBING ROOF PLAN (BENEATH EAST SPIRE) 1 5 2 4 3. 8 3 C D E F GBA FD - 1 FD - 1 FD - 1 FD - 1 FD - 1 FD - 1 FD - 1 FD - 1 L- 3 L- 3 L - 3 L- 3 SD - 1 SD - 1 SD - 1 SD - 1 FD - 2 FD - 2 FD - 2 FD - 2 SS - 2 SS - 2 SS - 2 SS - 2 DE T DE T DE T DE T 2222 DO M E S T I C DO M E S T I C DO M E S T I C DO M E S T I C EX P A N S I O N T A N K EX P A N S I O N T A N K EX P A N S I O N T A N K EX P A N S I O N T A N K WHWHWHWH 2222 WA T E R H E A T E R WA T E R H E A T E R WA T E R H E A T E R WA T E R H E A T E R WC - 4 WC - 4 WC - 4 WC - 4 1/2 " ø 1/2 " ø 1/2 " ø 1/2 " ø 3/4 " ø 3/4 " ø 3/4 " ø 3/4 " ø 1 1 / 2 " ø 1 1 / 2 " ø 1 1 / 2 " ø 1 1 / 2 " ø 4"ø4"ø4"ø4"ø 4" V T R 4" V T R 4" V T R 4" V T R 3/4 " ø 3/4 " ø 3/4 " ø 3/4 " ø FC O W I T H FC O W I T H FC O W I T H FC O W I T H SS C O V E R SS C O V E R SS C O V E R SS C O V E R FD - 1 FD - 1 FD - 1 FD - 1 RO U T E 1 / 2 " C O N D E N S A T E F R O M RO U T E 1 / 2 " C O N D E N S A T E F R O M RO U T E 1 / 2 " C O N D E N S A T E F R O M RO U T E 1 / 2 " C O N D E N S A T E F R O M SA C - 1 T O F L O O R D R A I N . SA C - 1 T O F L O O R D R A I N . SA C - 1 T O F L O O R D R A I N . SA C - 1 T O F L O O R D R A I N . FC O FC O FC O FC O CO T G CO T G CO T G CO T G 2"ø2"ø2"ø2"ø 4"ø4"ø4"ø4"ø BU I L D I N G I N V E R T = - 4 . 2 ' BU I L D I N G I N V E R T = - 4 . 2 ' BU I L D I N G I N V E R T = - 4 . 2 ' BU I L D I N G I N V E R T = - 4 . 2 ' SE E C I V I L S I T E U T I L I T Y SE E C I V I L S I T E U T I L I T Y SE E C I V I L S I T E U T I L I T Y SE E C I V I L S I T E U T I L I T Y PL A N F O R C O N T I N U A T I O N PL A N F O R C O N T I N U A T I O N PL A N F O R C O N T I N U A T I O N PL A N F O R C O N T I N U A T I O N WHWHWHWH SA C SA C SA C SA C 1111 SP L I T A I R SP L I T A I R SP L I T A I R SP L I T A I R CO N D I T I O N I N G CO N D I T I O N I N G CO N D I T I O N I N G CO N D I T I O N I N G UN I T UN I T UN I T UN I T 3/4 " ø 3/4 " ø 3/4 " ø 3/4 " ø 2 L B . N G T O M E E T I N G H O U S E 2 L B . N G T O M E E T I N G H O U S E 2 L B . N G T O M E E T I N G H O U S E 2 L B . N G T O M E E T I N G H O U S E HIG H P R E S S U R E G A S L I N E HIG H P R E S S U R E G A S L I N E HIG H P R E S S U R E G A S L I N E HIG H P R E S S U R E G A S L I N E (B Y L O C A L G A S C O M P L A N Y ) (B Y L O C A L G A S C O M P L A N Y ) (B Y L O C A L G A S C O M P L A N Y ) (B Y L O C A L G A S C O M P L A N Y ) TE M P L E A N D U T I L I T Y B U I L D I N G TE M P L E A N D U T I L I T Y B U I L D I N G TE M P L E A N D U T I L I T Y B U I L D I N G TE M P L E A N D U T I L I T Y B U I L D I N G GA S M E T E R , S E E G A S F L O W GA S M E T E R , S E E G A S F L O W GA S M E T E R , S E E G A S F L O W GA S M E T E R , S E E G A S F L O W DIA G R A M O N D W G . P L 6 0 2 . DIA G R A M O N D W G . P L 6 0 2 . DIA G R A M O N D W G . P L 6 0 2 . DIA G R A M O N D W G . P L 6 0 2 . 2 L B . N G T O T E M P L E 2 L B . N G T O T E M P L E 2 L B . N G T O T E M P L E 2 L B . N G T O T E M P L E ME E T I N G H O U S E ME E T I N G H O U S E ME E T I N G H O U S E ME E T I N G H O U S E GA S M E T E R GA S M E T E R GA S M E T E R GA S M E T E R GE N E R A T O R GE N E R A T O R GE N E R A T O R GE N E R A T O R GGGG GGGG GGGG GGGG 2 1 / 2 " ø 2 1 / 2 " ø 2 1 / 2 " ø 2 1 / 2 " ø CO N N E C T G A S T O G E N E R A T O R CO N N E C T G A S T O G E N E R A T O R CO N N E C T G A S T O G E N E R A T O R CO N N E C T G A S T O G E N E R A T O R AS R E Q U I R E D . S E E G A S F L O W AS R E Q U I R E D . S E E G A S F L O W AS R E Q U I R E D . S E E G A S F L O W AS R E Q U I R E D . S E E G A S F L O W DIA G R A M O N D R A W I N G P L 6 0 2 . DIA G R A M O N D R A W I N G P L 6 0 2 . DIA G R A M O N D R A W I N G P L 6 0 2 . DIA G R A M O N D R A W I N G P L 6 0 2 . 4"ø4"ø4"ø4"ø 2"ø2"ø2"ø2"ø 2"ø2"ø2"ø2"ø 1- 1 / 2 " D C W F R O M T E M P L E , S E E 1- 1 / 2 " D C W F R O M T E M P L E , S E E 1- 1 / 2 " D C W F R O M T E M P L E , S E E 1- 1 / 2 " D C W F R O M T E M P L E , S E E DR A W I N G P L 1 0 0 F O R C O N T I N U A T I O N . DR A W I N G P L 1 0 0 F O R C O N T I N U A T I O N . DR A W I N G P L 1 0 0 F O R C O N T I N U A T I O N . DR A W I N G P L 1 0 0 F O R C O N T I N U A T I O N . 1 1 / 2 " ø 1 1 / 2 " ø 1 1 / 2 " ø 1 1 / 2 " ø DC W DC W DC W DC W NO T E : A L L P I P I N G R O U G H - I N S H A L L NO T E : A L L P I P I N G R O U G H - I N S H A L L NO T E : A L L P I P I N G R O U G H - I N S H A L L NO T E : A L L P I P I N G R O U G H - I N S H A L L B E C O O R D I N A T E D W I T H M A S O N R Y B E C O O R D I N A T E D W I T H M A S O N R Y B E C O O R D I N A T E D W I T H M A S O N R Y B E C O O R D I N A T E D W I T H M A S O N R Y I N S T A L L A T I O N . I N S T A L L A T I O N . I N S T A L L A T I O N . I N S T A L L A T I O N . 1 1 / 4 " ø 1 1 / 4 " ø 1 1 / 4 " ø 1 1 / 4 " ø SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/6/2012 10:31:13 AM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\skocherhans\Documents\REVIT PROJECTS\v12\11071-PLUM-CF_Indianapolis Temple-v12_skocherhans.rvt UTILITY BUILDING PLUMBING PLAN PL200Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : SC A L E : SC A L E : SC A L E : 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " UT I L I T Y B U I L D I N G P L U M B I N G P L A N 0000 2-1 / 2 2-1 / 2 2-1 / 2 2-1 / 2 5555 5555 10101010 DDDD 4444 3333 RE S T R O O M 11 0 B WA R D R O B E 11 0 A WC - 3 WC - 3 WC - 3 WC - 3 L- 2 L- 2 L - 2 L- 2FD - 1 FD - 1 FD - 1 FD - 1 2222 2222 WC O WC O WC O WC O 1/2 " 1/2 " 1/2 " 1/2 " 1/2 " 1/2 " 1/2 " 1/2 " 2222 1"1"1"1" 3333 TPTPTPTP EEEE FFFF 5555 BR E A K 11 9 RE S T R O O M 11 8 WA R D R O B E 11 7 WC - 3 WC - 3 WC - 3 WC - 3 FD - 1 FD - 1 FD - 1 FD - 1 L-2L-2L-2L-2 S- 2 S- 2 S - 2 S- 2 DF - 1 DF - 1 DF - 1 DF - 1 1111 1111 2222 DC W DC W DC W DC W 2222 WC O WC O WC O WC O 1/2 " 1/2 " 1/2 " 1/2 " 1"1"1"1" 1/2 " 1/2 " 1/2 " 1/2 " 2"2"2"2" 1/2 " 1/2 " 1/2 " 1/2 " 2"2"2"2"2"2"2"2" 2"2"2"2" 4"4"4"4" 4"4"4"4" 1"1"1"1" 1"1"1"1" 2"2"2"2"1/2"1/2"1/2"1/2"1/2"1/2"1/2"1/2" DC W DC W DC W DC W 3333 IMIMIMIM 4444 222222222222 TPTPTPTP 3/4"3/4"3/4"3/4" 3/4 " 3/4 " 3/4 " 3/4 " EEEE RE S T R O O M - ME N 13 2 RE S T R O O M - WO M E N 12 2 WC - 2 WC - 2 WC - 2 WC - 2 WC - 2 WC - 2 WC - 2 WC - 2 WC - 1 WC - 1 WC - 1 WC - 1 WC - 1 WC - 1 WC - 1 WC - 1 U- 1 U- 1 U - 1 U- 1 U- 2 U- 2 U - 2 U- 2 FD - 1 FD - 1 FD - 1 FD - 1 FD - 1 FD - 1 FD - 1 FD - 1 L- 1 L- 1 L - 1 L- 1 L- 1 L- 1 L - 1 L- 1 L- 1 L- 1 L - 1 L- 1 L- 1 L- 1 L - 1 L- 1 2"2"2"2"2"2"2"2" 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1/2 " 1/2 " 1/2 " 1/2 " 2"2"2"2"2"2"2"2" 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 6"6"6"6" 6"6"6"6" 4" W A S T E D R O P F R O M 4" W A S T E D R O P F R O M 4" W A S T E D R O P F R O M 4" W A S T E D R O P F R O M PL U M B I N G C H A S E . PL U M B I N G C H A S E . PL U M B I N G C H A S E . PL U M B I N G C H A S E . 2"2"2"2" 3/4 " 3/4 " 3/4 " 3/4 " 2"2"2"2" 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 4” W A S T E F R O M A B O V E 4” W A S T E F R O M A B O V E 4” W A S T E F R O M A B O V E 4” W A S T E F R O M A B O V E TPTPTPTP 3333 TPTPTPTP 3333 2"2"2"2" DDDD 9999 8888 ST O R A G E 14 6 C RE S T R O O M 14 6 A IN F A N T W A I T I N G 14 6 B WC - 3 WC - 3 WC - 3 WC - 3 L- 2 L- 2 L - 2 L- 2FD - 1 FD - 1 FD - 1 FD - 1 WC - 3 WC - 3 WC - 3 WC - 3 L- 2 L- 2 L - 2 L- 2 FD - 1 FD - 1 FD - 1 FD - 1 RE S T R O O M 14 5 CO R R I D O R 14 6 D 1111 1111 1111 S- 2 S- 2 S - 2 S- 2 WC O WC O WC O WC O RIS E 2 " V E N T U P RIS E 2 " V E N T U P RIS E 2 " V E N T U P RIS E 2 " V E N T U P 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1/2 " 1/2 " 1/2 " 1/2 " 1/2 " 1/2 " 1/2 " 1/2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 2"2"2"2" 2"2"2"2" 2"2"2"2" 1/2 " 1/2 " 1/2 " 1/2 " 1"1"1"1" 1/2 " 1/2 " 1/2 " 1/2 " 1"1"1"1" 1/2 " 1/2 " 1/2 " 1/2 " 2"2"2"2" 4"4"4"4" 2"2"2"2" 3"3"3"3" 4"4"4"4" 2222 2222 2222 4"4"4"4" 2"2"2"2" 2"2"2"2" 2"2"2"2" 2"2"2"2" 2222 TPTPTPTP 3333 TPTPTPTP 3333 1111 2222 WC O WC O WC O WC O DCWDCWDCWDCW DF - 1 DF - 1 DF - 1 DF - 1 CDCWCDCWCDCWCDCW CDCWCDCWCDCWCDCW DCWDCWDCWDCW 1"1"1"1"1/2 " 1/2 " 1/2 " 1/2 " 1"1"1"1" 1"1"1"1" 1"1"1"1" 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " S- 1 S- 1 S - 1 S- 1 4"4"4"4" 2"2"2"2" 14 9 A CL O S E T 14 2 C HA L L 14 2 B HA L L 14 2 A HA L L 14 6 YO U T H 3/4 " 3/4 " 3/4 " 3/4 " WC O WC O WC O WC O L- 2 L- 2 L - 2 L- 2 FD - 1 FD - 1 FD - 1 FD - 1 WC-3WC-3WC-3WC-32"2"2"2"1 1/2"1 1/2"1 1/2"1 1/2" 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 2"2"2"2"2"2"2"2"4"4"4"4" 4"4"4"4" 3"3"3"3"2"2"2"2" 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " RESTROOM 110B WCOWCOWCOWCO WC-3WC-3WC-3WC-3 FD-1FD-1FD-1FD-1S-2S-2S-2S-2 L-2L-2L-2L-2DF-1DF-1DF-1DF-12"2"2"2"2"2"2"2"2"2"2"2"2"2"2"2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"2"2"2"2"2"2"2"2"4"4"4"4"4"4"4"4"2"2"2"2"DRESSING-WOMEN 123 BREAK 119 RESTROOM 118 FS - 2 L O C A T E D FS - 2 L O C A T E D FS - 2 L O C A T E D FS - 2 L O C A T E D IN F L O O R A B O V E IN F L O O R A B O V E IN F L O O R A B O V E IN F L O O R A B O V E 6"6"6"6" 6"6"6"6" 6"6"6"6" 6"6"6"6" FD - 1 FD - 1 FD - 1 FD - 1 FD - 1 FD - 1 FD - 1 FD - 1 U- 2 U- 2 U - 2 U- 2 WC - 1 WC - 1 WC - 1 WC - 1 WC - 1 WC - 1 WC - 1 WC - 1U- 1 U- 1 U - 1 U- 1 WC - 2 WC - 2 WC - 2 WC - 2 WC - 2 WC - 2 WC - 2 WC - 2 L- 1 L- 1 L - 1 L- 1 L- 1 L- 1 L - 1 L- 1 L- 1 L- 1 L - 1 L- 1 L- 1 L- 1 L - 1 L- 1 2"2"2"2" 2"2"2"2" 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 2"2"2"2" 2"2"2"2" 2"2"2"2" 2"2"2"2" 2"2"2"2" 2"2"2"2"2"2"2"2" 4"4"4"4" 4"4"4"4" 6"6"6"6" 2"2"2"2" RE S T R O O M ME N 13 2 RE S T R O O M WO M E N 12 2 FD - 1 FD - 1 FD - 1 FD - 1 WC - 3 WC - 3 WC - 3 WC - 3 L- 2 L- 2 L - 2 L- 2 WC O WC O WC O WC O FD - 1 FD - 1 FD - 1 FD - 1 WC - 3 WC - 3 WC - 3 WC - 3 L- 2 L- 2 L - 2 L- 2 S- 2 S- 2 S - 2 S- 2 S- 1 S- 1 S - 1 S- 1 2"2"2"2" 4"4"4"4" 4"4"4"4" 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 2"2"2"2" 2"2"2"2" 2"2"2"2" 2"2"2"2" 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " WC O WC O WC O WC O 4"4"4"4" 2"2"2"2" 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 2"2"2"2" 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 2"2"2"2" 2"2"2"2" 2"2"2"2"2"2"2"2" 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 4"4"4"4" 4"4"4"4"2"2"2"2"2"2"2"2" RE S T R O O M 14 6 A RE S T R O O M 14 5 CL O S E T 14 9 A YO U T H 14 6 DF - 1 DF - 1 DF - 1 DF - 1 2"2"2"2" SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/6/2012 10:31:57 AM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\skocherhans\Documents\REVIT PROJECTS\v12\11071-PLUM-CF_Indianapolis Temple-v12_skocherhans.rvt LARGE SCALE PLUMB. PLANS &ISOMETRICS PL401Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012GWMRJK2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 0000 5555 10101010 10101010 20202020 SC A L E : SC A L E : SC A L E : SC A L E : PL 4 0 1 PL 4 0 1 PL 4 0 1 PL 4 0 1 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " LA R G E S C A L E P L U M B I N G P L A N 1111 SC A L E : SC A L E : SC A L E : SC A L E : PL401PL401PL401PL401 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " LA R G E S C A L E P L U M B I N G P L A N 2222 0000 5555 10101010 1010101020202020 SC A L E : SC A L E : SC A L E : SC A L E : PL 4 0 1 PL 4 0 1 PL 4 0 1 PL 4 0 1 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " LA R G E S C A L E P L U M B I N G P L A N 3333 0000 5555 10101010 10101010 20202020 SC A L E : SC A L E : SC A L E : SC A L E : PL 4 0 1 PL 4 0 1 PL 4 0 1 PL 4 0 1 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " LA R G E S C A L E P L U M B I N G P L A N 4444 0000 5555 10101010 10101010 20202020 NOTE #DESCRIPTION 1111SCW AND DHW (120°) FROM LEVEL 2 ABOVE.SCW AND DHW (120°) FROM LEVEL 2 ABOVE.SCW AND DHW (120°) FROM LEVEL 2 ABOVE.SCW AND DHW (120°) FROM LEVEL 2 ABOVE.ROUTE TO SUPPLY FIXTURES AS SHOWN. SEEROUTE TO SUPPLY FIXTURES AS SHOWN. SEEROUTE TO SUPPLY FIXTURES AS SHOWN. SEEROUTE TO SUPPLY FIXTURES AS SHOWN. SEE DRAWING PL102 FOR CONTINUATION.DRAWING PL102 FOR CONTINUATION.DRAWING PL102 FOR CONTINUATION.DRAWING PL102 FOR CONTINUATION.2222SEE LEVEL 1 PLUMBING PLAN ON DRAWING PL101SEE LEVEL 1 PLUMBING PLAN ON DRAWING PL101SEE LEVEL 1 PLUMBING PLAN ON DRAWING PL101SEE LEVEL 1 PLUMBING PLAN ON DRAWING PL101 FOR CONTINUATION.FOR CONTINUATION.FOR CONTINUATION.FOR CONTINUATION.3333LOCATE TRAP PRIMER BELOW LAVATORY, ROUTELOCATE TRAP PRIMER BELOW LAVATORY, ROUTELOCATE TRAP PRIMER BELOW LAVATORY, ROUTELOCATE TRAP PRIMER BELOW LAVATORY, ROUTE 1/2" SCW BELOW FLOOR TO FLOOR DRAIN TRAP.1/2" SCW BELOW FLOOR TO FLOOR DRAIN TRAP.1/2" SCW BELOW FLOOR TO FLOOR DRAIN TRAP.1/2" SCW BELOW FLOOR TO FLOOR DRAIN TRAP.4444MAKE CONNECTION TO ICE MAKER CONNECTIONMAKE CONNECTION TO ICE MAKER CONNECTIONMAKE CONNECTION TO ICE MAKER CONNECTIONMAKE CONNECTION TO ICE MAKER CONNECTION BOX, SEE DETAIL 8/PL502.BOX, SEE DETAIL 8/PL502.BOX, SEE DETAIL 8/PL502.BOX, SEE DETAIL 8/PL502. SC A L E : SC A L E : SC A L E : SC A L E : WA S T E A N D V E N T I S O M E T R I C - 1 SCALE:SCALE:SCALE:SCALE:WASTE AND VENT ISOMETRIC-2 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0" 1/4 " = 1 ' - 0 " 1/4 " = 1 ' - 0 " 1/4 " = 1 ' - 0 " 1/4 " = 1 ' - 0 " SC A L E : SC A L E : SC A L E : SC A L E : WA S T E A N D V E N T I S O M E T R I C - 3 SC A L E : SC A L E : SC A L E : SC A L E : WA S T E A N D V E N T I S O M E T R I C - 4 1/4 " = 1 ' - 0 " 1/4 " = 1 ' - 0 " 1/4 " = 1 ' - 0 " 1/4 " = 1 ' - 0 " 1/4 " = 1 ' - 0 " 1/4 " = 1 ' - 0 " 1/4 " = 1 ' - 0 " 1/4 " = 1 ' - 0 " DO M E S T I C W A T E R DO M E S T I C W A T E R DO M E S T I C W A T E R DO M E S T I C W A T E R EN T R Y W I T H EN T R Y W I T H EN T R Y W I T H EN T R Y W I T H BA C K F L O W P R E V E N T E R BA C K F L O W P R E V E N T E R BA C K F L O W P R E V E N T E R BA C K F L O W P R E V E N T E R SE E D E T A I L 1 / P L 5 0 2 SE E D E T A I L 1 / P L 5 0 2 SE E D E T A I L 1 / P L 5 0 2 SE E D E T A I L 1 / P L 5 0 2 LO W E R F O N T B0 5 GGGG KKKK LLLL L.9L.9L.9L.9 MMMM NNNN 9999 8888 5555 4.84.84.84.8 B0 6 MEC H S0 0 1 STA I R B0 2 ST O R A G E B0 4 EL E C FI R E S P R I N K L E R FI R E S P R I N K L E R FI R E S P R I N K L E R FI R E S P R I N K L E R RIS E R RIS E R RIS E R RIS E R SU M P C O N T R O L SU M P C O N T R O L SU M P C O N T R O L SU M P C O N T R O L PA N E L PA N E L PA N E L PA N E L FO N T C O N T R O L P A N E L FO N T C O N T R O L P A N E L FO N T C O N T R O L P A N E L FO N T C O N T R O L P A N E L 7777 6666 6" F I R E P R O T E C T I O N S U P P L Y , 6" F I R E P R O T E C T I O N S U P P L Y , 6" F I R E P R O T E C T I O N S U P P L Y , 6" F I R E P R O T E C T I O N S U P P L Y , SE E C I V I L P L A N F O R C O N T I N U A T I O N . SE E C I V I L P L A N F O R C O N T I N U A T I O N . SE E C I V I L P L A N F O R C O N T I N U A T I O N . SE E C I V I L P L A N F O R C O N T I N U A T I O N . 4" F I R E P R O T E C T I O N S U P P L Y 4" F I R E P R O T E C T I O N S U P P L Y 4" F I R E P R O T E C T I O N S U P P L Y 4" F I R E P R O T E C T I O N S U P P L Y FR O M R E M O T E F I R E D E P A R T M E N T FR O M R E M O T E F I R E D E P A R T M E N T FR O M R E M O T E F I R E D E P A R T M E N T FR O M R E M O T E F I R E D E P A R T M E N T CO N N E C T I O N . CO N N E C T I O N . CO N N E C T I O N . CO N N E C T I O N . 2- 1 / 2 " G A S S U P P L Y L I N E , 2- 1 / 2 " G A S S U P P L Y L I N E , 2- 1 / 2 " G A S S U P P L Y L I N E , 2- 1 / 2 " G A S S U P P L Y L I N E , SE E C I V I L P L A N F O R SE E C I V I L P L A N F O R SE E C I V I L P L A N F O R SE E C I V I L P L A N F O R CO N T I N U A T I O N . CO N T I N U A T I O N . CO N T I N U A T I O N . CO N T I N U A T I O N . 3" D O M E S T I C W A T E R 3" D O M E S T I C W A T E R 3" D O M E S T I C W A T E R 3" D O M E S T I C W A T E R SU P P L Y , S E E C I V I L SU P P L Y , S E E C I V I L SU P P L Y , S E E C I V I L SU P P L Y , S E E C I V I L PL A N S F O R C O N T I N U A T I O N . PL A N S F O R C O N T I N U A T I O N . PL A N S F O R C O N T I N U A T I O N . PL A N S F O R C O N T I N U A T I O N . CH A S E B0 6 a SE C U R I T Y B0 3 RIS E 2 - 1 / 2 " S C W U P RIS E 2 - 1 / 2 " S C W U P RIS E 2 - 1 / 2 " S C W U P RIS E 2 - 1 / 2 " S C W U P RIS E 1 " D C W U P RIS E 1 " D C W U P RIS E 1 " D C W U P RIS E 1 " D C W U P 2" D H W ( 1 4 0 ° ) 2" D H W ( 1 4 0 ° ) 2" D H W ( 1 4 0 ° ) 2" D H W ( 1 4 0 ° ) FR O M A B O V E FR O M A B O V E FR O M A B O V E FR O M A B O V E RIS E 2 " D H W R U P RIS E 2 " D H W R U P RIS E 2 " D H W R U P RIS E 2 " D H W R U P 140°140°140°140° 140°140°140°140° DC W DC W DC W DC W FO R M E D I N P L A C E C O N C R E T E T R E N C H FO R M E D I N P L A C E C O N C R E T E T R E N C H FO R M E D I N P L A C E C O N C R E T E T R E N C H FO R M E D I N P L A C E C O N C R E T E T R E N C H DR A I N S Y S T E M W I T H F R A M E A N D G R A T E DR A I N S Y S T E M W I T H F R A M E A N D G R A T E DR A I N S Y S T E M W I T H F R A M E A N D G R A T E DR A I N S Y S T E M W I T H F R A M E A N D G R A T E (S E E A R C H I T E C T U R A L D E T A I L ) . (S E E A R C H I T E C T U R A L D E T A I L ) . (S E E A R C H I T E C T U R A L D E T A I L ) . (S E E A R C H I T E C T U R A L D E T A I L ) . F- 3 F- 3 F - 3 F- 3 F- 2 F- 2 F - 2 F- 2 F- 2 F- 2 F - 2 F- 2 F- 5 F- 5 F - 5 F- 5 F- 4 F- 4 F - 4 F- 4 F- 1 F- 1 F - 1 F- 1 EW - 2 EW - 2 EW - 2 EW - 2 LIQ U I D L E V E L LI Q U I D L E V E L LIQ U I D L E V E L LI Q U I D L E V E L SE N S O R U N I T ( L C - 1 ) SE N S O R U N I T ( L C - 1 ) SE N S O R U N I T ( L C - 1 ) SE N S O R U N I T ( L C - 1 ) FC P FC P FC P FC P 1111 FO N T FO N T FO N T FO N T CI R C U L A T I O N CIR C U L A T I O N CI R C U L A T I O N CIR C U L A T I O N PU M P PU M P PU M P PU M P CH W P CH W P CH W P CH W P 1111 CH I L L E D CH I L L E D CH I L L E D CH I L L E D WA T E R WA T E R WA T E R WA T E R PU M P PU M P PU M P PU M P CH W P CH W P CH W P CH W P 2222 CH I L L E D CH I L L E D CH I L L E D CH I L L E D WA T E R WA T E R WA T E R WA T E R PU M P PU M P PU M P PU M P SPSPSPSP 1111 SU M P SU M P SU M P SU M P PU M P PU M P PU M P PU M P SU M P SU M P SU M P SU M P PU M P PU M P PU M P PU M P SPSPSPSP 2222 FO U N T A I N FO U N T A I N FO U N T A I N FO U N T A I N EQ U I P M E N T EQ U I P M E N T EQ U I P M E N T EQ U I P M E N T CO T G CO T G CO T G CO T G CO T G CO T G CO T G CO T G CO T G CO T G CO T G CO T G PERFORATED FOUNDATION DRAINPERFORATED FOUNDATION DRAINPERFORATED FOUNDATION DRAINPERFORATED FOUNDATION DRAIN PERFORATED FOUNDATION DRAINPERFORATED FOUNDATION DRAINPERFORATED FOUNDATION DRAINPERFORATED FOUNDATION DRAIN 6" P R E F O R A T E D 6" P R E F O R A T E D 6" P R E F O R A T E D 6" P R E F O R A T E D FO U N D A T I O N D R A I N FO U N D A T I O N D R A I N FO U N D A T I O N D R A I N FO U N D A T I O N D R A I N PE R F O R A T E D PE R F O R A T E D PE R F O R A T E D PE R F O R A T E D FO U N D A T I O N D R A I N FO U N D A T I O N D R A I N FO U N D A T I O N D R A I N FO U N D A T I O N D R A I N 6"6"6"6" PE R F O R A T E D F O U N D A T I O N D R A I N PE R F O R A T E D F O U N D A T I O N D R A I N PE R F O R A T E D F O U N D A T I O N D R A I N PE R F O R A T E D F O U N D A T I O N D R A I N PE R F O R A T E D PE R F O R A T E D PE R F O R A T E D PE R F O R A T E D FO U N D A T I O N D R A I N FO U N D A T I O N D R A I N FO U N D A T I O N D R A I N FO U N D A T I O N D R A I N 6"6"6"6" PE R F O R A T E D PE R F O R A T E D PE R F O R A T E D PE R F O R A T E D FO U N D A T I O N D R A I N FO U N D A T I O N D R A I N FO U N D A T I O N D R A I N FO U N D A T I O N D R A I N PE R F O R A T E D PE R F O R A T E D PE R F O R A T E D PE R F O R A T E D FO U N D A T I O N D R A I N FO U N D A T I O N D R A I N FO U N D A T I O N D R A I N FO U N D A T I O N D R A I N 6"6"6"6" 6"6"6"6" COTGCOTGCOTGCOTG FO N T S K I D FO N T S K I D FO N T S K I D FO N T S K I D SM P SM P SM P SM P 1111 SN O W M E L T P U M P SN O W M E L T P U M P SN O W M E L T P U M P SN O W M E L T P U M P 2"2"2"2" 6"6"6"6" 6"6"6"6" 3"3"3"3" 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 6"6"6"6" 6"6"6"6" CAP 1-1/2" DCWCAP 1-1/2" DCWCAP 1-1/2" DCWCAP 1-1/2" DCW FOR FUTURE CONNECTIONFOR FUTURE CONNECTIONFOR FUTURE CONNECTIONFOR FUTURE CONNECTION BY FOUNTAIN EQUIPMENTBY FOUNTAIN EQUIPMENTBY FOUNTAIN EQUIPMENTBY FOUNTAIN EQUIPMENT CONTRACTORCONTRACTORCONTRACTORCONTRACTOR 1"1"1"1" 1" M A K E - U P W A T E R 1" M A K E - U P W A T E R 1" M A K E - U P W A T E R 1" M A K E - U P W A T E R TO F O N T E Q U I P M E N T TO F O N T E Q U I P M E N T TO F O N T E Q U I P M E N T TO F O N T E Q U I P M E N T FW S FW S FW S FW S FW S FW S FW S FW S 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " FW R FW R FW R FW R B0 7 WO R K S H O P B0 8 ST O R A G E B0 6 MEC H B0 6 ME C H RIS E 2 - 1 / 2 " G A S U P RIS E 2 - 1 / 2 " G A S U P RIS E 2 - 1 / 2 " G A S U P RIS E 2 - 1 / 2 " G A S U P 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " GGGG GGGG GGGG GGGG GGGG SC W SC W SC W SC W SC W SC W SC W SC W DC W DC W DC W DC W 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " DCWDCWDCWDCW 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " DCWDCWDCWDCW 1- 1 / 2 " D C W T O U T I L I T Y B U I L D I N G 1- 1 / 2 " D C W T O U T I L I T Y B U I L D I N G 1- 1 / 2 " D C W T O U T I L I T Y B U I L D I N G 1- 1 / 2 " D C W T O U T I L I T Y B U I L D I N G SE E C I V I L S I T E U T I L I T Y P L A N S SE E C I V I L S I T E U T I L I T Y P L A N S SE E C I V I L S I T E U T I L I T Y P L A N S SE E C I V I L S I T E U T I L I T Y P L A N S FO R C O N T I N U A T I O N . FO R C O N T I N U A T I O N . FO R C O N T I N U A T I O N . FO R C O N T I N U A T I O N . 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1"1"1"1" 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 1 1 / 2 " 2” W A S T E F R O M 2” W A S T E F R O M 2” W A S T E F R O M 2” W A S T E F R O M TR E N C H D R A I N S A B O V E , TR E N C H D R A I N S A B O V E , TR E N C H D R A I N S A B O V E , TR E N C H D R A I N S A B O V E , SE E P L 1 0 1 F O R C O N T I N U A T I O N SE E P L 1 0 1 F O R C O N T I N U A T I O N SE E P L 1 0 1 F O R C O N T I N U A T I O N SE E P L 1 0 1 F O R C O N T I N U A T I O N 4"4"4"4" 2"2"2"2" 2"2"2"2" 1111 2"2"2"2" SU M P D I S C H A R G E SU M P D I S C H A R G E SU M P D I S C H A R G E SU M P D I S C H A R G E SU M P D I S C H A R G E SU M P D I S C H A R G E SU M P D I S C H A R G E SU M P D I S C H A R G E 8"8"8"8" 2"2"2"2" 3"3"3"3" 3” VENT UP3” VENT UP3” VENT UP3” VENT UP 2222 1/2 " 1/2 " 1/2 " 1/2 " SS - 2 SS - 2 SS - 2 SS - 2 EW - 1 EW - 1 EW - 1 EW - 1 2222 SC W SC W SC W SC W WSWSWSWS 1111 WA T E R S O F T E N E R WA T E R S O F T E N E R WA T E R S O F T E N E R WA T E R S O F T E N E R 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " FS F FS F FS F FS F 1111 FO N T F I L T E R FO N T F I L T E R FO N T F I L T E R FO N T F I L T E R 2"2"2"2" EX P A N S I O N T A N K EX P A N S I O N T A N K EX P A N S I O N T A N K EX P A N S I O N T A N K ETETETET 1111 HE A T HE A T HE A T HE A T EX C H A N G E R EX C H A N G E R EX C H A N G E R EX C H A N G E R HXHXHXHX 2222 GMU GMU GMU GMU 1111 WC O WC O WC O WC O 6"6"6"6" 2"2"2"2" SM P SM P SM P SM P 2222 SN O W M E L T P U M P SN O W M E L T P U M P SN O W M E L T P U M P SN O W M E L T P U M P 1/2 " 1/2 " 1/2 " 1/2 " EL E C . EL E C . EL E C . EL E C . EL E C . EL E C . EL E C . EL E C . VF D VF D VF D VF D VF D VF D VF D VF D GMU GMU GMU GMU 2222 GL Y C O L GL Y C O L GL Y C O L GL Y C O L MA K E - U P MA K E - U P MA K E - U P MA K E - U P UN I T UN I T UN I T UN I T GL Y C O L GL Y C O L GL Y C O L GL Y C O L MA K E - U P MA K E - U P MA K E - U P MA K E - U P UN I T UN I T UN I T UN I T FWRFWRFWRFWRFWSFWSFWSFWS 2" V E N T U P 2" V E N T U P 2" V E N T U P 2" V E N T U P 3"3"3"3" EXPANSION TANK EXPANSION TANK EXPANSION TANK EXPANSION TANK ETETETET 3333 3333 FH X FH X FH X FH X 1111 FO N T H E A T FO N T H E A T FO N T H E A T FO N T H E A T EX C H A N G E R EX C H A N G E R EX C H A N G E R EX C H A N G E R SE E D R A W I N G P L 1 0 1 F O R SE E D R A W I N G P L 1 0 1 F O R SE E D R A W I N G P L 1 0 1 F O R SE E D R A W I N G P L 1 0 1 F O R CO N T I N U A T I O N O F 2 " S U M P CO N T I N U A T I O N O F 2 " S U M P CO N T I N U A T I O N O F 2 " S U M P CO N T I N U A T I O N O F 2 " S U M P DIS C H A R G E . DIS C H A R G E . DIS C H A R G E . DIS C H A R G E . 2" S U M P D I S C H A R G E 2" S U M P D I S C H A R G E 2" S U M P D I S C H A R G E 2" S U M P D I S C H A R G E 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 4444 COORDINATE SLEEVES THRUCOORDINATE SLEEVES THRUCOORDINATE SLEEVES THRUCOORDINATE SLEEVES THRU EXTERIOR BUILDING WALLEXTERIOR BUILDING WALLEXTERIOR BUILDING WALLEXTERIOR BUILDING WALL CAREFULLY WITH STRUCTURAL,CAREFULLY WITH STRUCTURAL,CAREFULLY WITH STRUCTURAL,CAREFULLY WITH STRUCTURAL,TYPICALTYPICALTYPICALTYPICAL VA C VA C VA C VA C 1111 VA C U U M P U M P VA C U U M P U M P VA C U U M P U M P VA C U U M P U M P ACACACAC 1111 AIR C O M R E S S O R AIR C O M R E S S O R AIR C O M R E S S O R AIR C O M R E S S O R VACVACVACVAC CACACACA VACVACVACVAC CACACACA CACACACA VA C VA C VA C VA C 3/4 " 3/4 " 3/4 " 3/4 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 1 1 / 4 " 5555 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " IN V E R T = 8 4 . 4 2 ' IN V E R T = 8 4 . 4 2 ' IN V E R T = 8 4 . 4 2 ' IN V E R T = 8 4 . 4 2 ' SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 9/10/2012 11:22:25 AM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\skocherhans\Documents\REVIT PROJECTS\v12\11071-PLUM-CF_Indianapolis Temple-v12_skocherhans.rvt BASEMENT PLUMBING PLAN PL100Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : SC A L E : SC A L E : SC A L E : 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " BA S E M E N T P L U M B I N G P L A N 0000 2-1 / 2 2-1 / 2 2-1 / 2 2-1 / 2 5555 5555 10101010 NOTE NUMBERDESCRIPTION 1111CONNECT 2" DISCHARGE PIPE FROMCONNECT 2" DISCHARGE PIPE FROMCONNECT 2" DISCHARGE PIPE FROMCONNECT 2" DISCHARGE PIPE FROM SUMP PUMP. CONNECT TO 4" WASTE,SUMP PUMP. CONNECT TO 4" WASTE,SUMP PUMP. CONNECT TO 4" WASTE,SUMP PUMP. CONNECT TO 4" WASTE,SEE LARGE SCALE PLUMBING PLANSEE LARGE SCALE PLUMBING PLANSEE LARGE SCALE PLUMBING PLANSEE LARGE SCALE PLUMBING PLAN 2/PL402 FOR CONTINUATION.2/PL402 FOR CONTINUATION.2/PL402 FOR CONTINUATION.2/PL402 FOR CONTINUATION.2222MAKE WATER CONNECTION TO EYEWASHMAKE WATER CONNECTION TO EYEWASHMAKE WATER CONNECTION TO EYEWASHMAKE WATER CONNECTION TO EYEWASH (EW-1) AS REQUIRED.(EW-1) AS REQUIRED.(EW-1) AS REQUIRED.(EW-1) AS REQUIRED.3333PROVIDE ASSE 1070 APPROVED MIXINGPROVIDE ASSE 1070 APPROVED MIXINGPROVIDE ASSE 1070 APPROVED MIXINGPROVIDE ASSE 1070 APPROVED MIXING VALVE ON HOT WATER SUPPLY TOVALVE ON HOT WATER SUPPLY TOVALVE ON HOT WATER SUPPLY TOVALVE ON HOT WATER SUPPLY TO SERVICE SINK TO SUPPLY 110° WATER.SERVICE SINK TO SUPPLY 110° WATER.SERVICE SINK TO SUPPLY 110° WATER.SERVICE SINK TO SUPPLY 110° WATER.4444RISE 2-1/2" GAS SUPPLY AND PROVIDERISE 2-1/2" GAS SUPPLY AND PROVIDERISE 2-1/2" GAS SUPPLY AND PROVIDERISE 2-1/2" GAS SUPPLY AND PROVIDE GAS SHUT-OFF VALVE, DROP GASGAS SHUT-OFF VALVE, DROP GASGAS SHUT-OFF VALVE, DROP GASGAS SHUT-OFF VALVE, DROP GAS SUPPLY TO FONT LEVEL TO SERVESUPPLY TO FONT LEVEL TO SERVESUPPLY TO FONT LEVEL TO SERVESUPPLY TO FONT LEVEL TO SERVE BUILDING.BUILDING.BUILDING.BUILDING.5555RISE 3/4" COMPRESSED AIR AND 1-1/4"RISE 3/4" COMPRESSED AIR AND 1-1/4"RISE 3/4" COMPRESSED AIR AND 1-1/4"RISE 3/4" COMPRESSED AIR AND 1-1/4"VACUUM TO SERVE STEAM PRESS INVACUUM TO SERVE STEAM PRESS INVACUUM TO SERVE STEAM PRESS INVACUUM TO SERVE STEAM PRESS IN LAUNDRY ROOM ABOVE. SEE LARGELAUNDRY ROOM ABOVE. SEE LARGELAUNDRY ROOM ABOVE. SEE LARGELAUNDRY ROOM ABOVE. SEE LARGE SCALE PLUMBING PLAN 2/PL402 FORSCALE PLUMBING PLAN 2/PL402 FORSCALE PLUMBING PLAN 2/PL402 FORSCALE PLUMBING PLAN 2/PL402 FOR CONTINUATION.CONTINUATION.CONTINUATION.CONTINUATION.1August 27, 2010Addendum #1 3Sept. 10, 2012Addendum # 3 3333 3333 LAUNDRYBAPTISMAL FONTTHIS IS REPRESENTED 1-1/4"S E R V I C E 1"SIZE 009SSINK OR DRAINPIPE TO NEAREST FLOOR NUMBER'WATT'S' MANUFACTURER 009SBY THIS SYMBOL BFP WATER ENTRY3"909QT-FDA SY M B O L BF P - 1 BF P - 2 BF P - 3 FOUNTAIN BF P - 4 1-1/2"009SQTY.1 2 1 1 HUMIDIFICATION (AHU-100) BF P - 5 3/4"009S1 BO L T S O N 9 " C E N T E R S . LO N G W I T H F O U R A N C H O R SID E S O F P I P E . 3 ' - 0 " 3/8 " C H A N N E L B O T H AN D B O L T T O F L A N G E BE T W E E N C H A N N E L S WE L D A N G L E I R O N PIPE FLANGE "LINK-SEAL" (TM) TYPE WALL WALL SLEEVE, MODEL WSEXISTING CONCRETE WALL.PROVIDE SLEEVE THROUGHCONCRETE WALL STRUCTURE "LINK-SEAL" (TM) TYPE WALL PENETRATION SEAL 2X6 BLOCKING IN WALL FOR WATER LINE SUPPORT.PLUMBING FIXTURE ESCUTCHEON RINGPIPING TO 15101WALL STUDS, SEE ARCHITECTURAL 15105FOR MATERIAL TYPE ST A I N L E S S S T E E L IN C R E A S E V E N T S I Z E BE F O R E R O O F S T R U C T U R E ON E S I Z E L A R G E R NO H U B B A N D 15 1 5 0 NO H U B B A N D ST A I N L E S S S T E E L RIG I D I N S U L A T I O N 15 1 5 0 GRINNELL FIG. 262 STEEL PIPE STRAP SEE PLANS FOR15150STEEL ANGLE (TYPICAL)151502"X2"X1/4"(TYPICAL)CONTINUATIONROOFING (EPDM)ROOF STRUCTURE WELD TO STRUCTURELAP SEALANT2'-0"MINIMUM(NON-ACOUSTICAL)SEALANT EXTENSIONVENT PIPEVENT IR O N P I P E A V E N T R I S E R AS W A S T E D R O P O R MA Y E X T A N D U P A S 18 " CO V E R A N D S C R E W CH R O M E W A L L BA T T I N S U L A T I O N ST A I N L E S S S T E E L NO - H U B C A S T FL O O R NO - H U B B A N D CL E A N O U T PL U G G E D T E E 07 2 1 2 WA L L FC O CO T G SA M E A S C O T G BA L A N C E O F P I P I N G DO N O T AR E A S CA R P E T E D FC O I N IN S T A L L FL O O R FL U S H W I T H T O P O F F L O O R TO P O F C O V E R T O B E OC C U R S A T E N D O F L I N E 1/8 B E N D I F C L E A N O U T WA S T E L I N E - L E N G T H WA S T E L I N E AS N E E D E D 1/8 B E N D FIN I S H G R A D E F8 D L I D CH R I S T Y F 1 B O X CO N N E C T T O P - T R A P SE T T I N G B E D CE R A M I C F L O O R T I L E CO N T R O L SE E P A G E DR A I N P I P E S H A L L SH A N K AD J U S T A B L E CL A M P I N G C O L L A R ME M B R A N E WA T E R P R O O F NO T E : L O C A T E F L O O R D R A I N IN L O C A T I O N S H O W N O N AR C H I T E C T U R A L A N D / O R PL U M B I N G P L A N S . S E E A R C H . FO R L O C A T I O N D I M E N S I O N S . VA L V E , T Y P . BA L L C H E C K TY P . BA L L VA L V E , DIS C H A R G E , SE E P L A N S TY P . RA I L , GU I D E A A AS R E Q U I R E D BY M A N U F A C T U R E R . SE E P L A N S IN L E T P I P E FL O O R SL A B VE N T , S E E P L A N S F O R S I Z E 48 " F I B E R G L A S S SU M P E N C L O S U R E SUMP DEPTH VARIES SEE SCHEDULE 2'-0" MIN. ME R C U R Y FL O A T SW I T C H SU M P GR I N D E R OR E J E C T O R , SE E S C H E D U L E HY D R A U L I C SE A L I N G F L A N G E UN I O N , T Y P . HIN G E D A C C E S S DO O R I N L I D EX I S T I N G EX I S T I N G EX I S T I N G EX I S T I N G EX I S T I N G FO R B A L A N C I N G 1/2 " B A L L V A L V E 1 1 / 2 " W A S T E L I N E FO R S E R V I C E 1/2 " B A L L V A L V E FIT T I N G S B Y O T H E R S RIS E R W I T H C O M P R E S S I O N BR A I D E D F L E X I B L E ST A I N L E S S S T E E L 3/8 " O . D . x 1 2 " L O N G 2" W A S T E IS - 1 SE E P L A N S PIP E A N D FIT T I N G S . 2" P V C UP T O IS - 1 2 P5 0 2 2" P V C S T U B U P T H R U F L O O R FL O O R 1/2 " S O F T C O P P E R PIP E I N P V C S L E E V E SE E A R C H I T E C T U R A L FO R I S - 1 L O C A T I O N CO N T I N U A T I O N WA L L SE E P L 1 0 1 F O R CL O T H E S W A S H E R IN W A L L DR O P L I N E S WH A 3/4 " WM - 1 FL E X I B L E C O N N E C T I O N 20 G U A G E P R O T E C T I V E S H E I L D FE E T O F A N Y A I R H A N D L E R CO N N E C T I N G T O A N D W I T H I N 1 0 SP R I N G V I B R A T I O N I S O L A T O R S PIP I N G I N S U L A T I O N CL E V I S A S S E M B L Y HA N G E R R O D - S E E SP E C I F I C A T I O N F O R S I Z E IN S T A L L O N A L L P I P I N G BO T T O M F L A N G E O F B E A M GA L V A N I Z E D P R O T E C T I O N S H I E L D . 36 0 D E G . C O V E R A G E / E N C A S E M E N T 16 G A G E M I N I M U M ( T Y P . ) HIG H D E N S I T Y C A L S I U M S I L I C A T E IN S U L A T I O N I N S E R T 3 6 0 D E G . CO V E R A G E / E N C A S E M E N T . BE A M C L A M P SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/6/2012 10:32:12 AM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\skocherhans\Documents\REVIT PROJECTS\v12\11071-PLUM-CF_Indianapolis Temple-v12_skocherhans.rvt PLUMBING DETAILS PL501Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012RJKRJK2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E PL501PL501PL501PL501 BA C K F L O W P R E V E N T E R D E T A I L 1111 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E PL501PL501PL501PL501 PI P E A N C H O R A T W A L L D E T A I L 2222 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E PL501PL501PL501PL501 PI P E S U P P O R T D E T A I L 3333 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E PL501PL501PL501PL501 VE N T T H R O U G H R O O F D E T A I L 4444 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E PL 5 0 1 PL 5 0 1 PL 5 0 1 PL 5 0 1 WA L L C L E A N O U T D E T A I L 5555 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E PL 5 0 1 PL 5 0 1 PL 5 0 1 PL 5 0 1 FL O O R C L E A N O U T D E T A I L 6666 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E PL 5 0 1 PL 5 0 1 PL 5 0 1 PL 5 0 1 FL O O R D R A I N D E T A I L 7777 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E PL 5 0 1 PL 5 0 1 PL 5 0 1 PL 5 0 1 SU M P P U M P D E T A I L 8888 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E PL 5 0 1 PL 5 0 1 PL 5 0 1 PL 5 0 1 SP E C I A L S I N K D E T A I L 9999 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E PL 5 0 1 PL 5 0 1 PL 5 0 1 PL 5 0 1 SP E C I A L S I N K W A T E R L I N E D E T A I L 10101010 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E PL 5 0 1 PL 5 0 1 PL 5 0 1 PL 5 0 1 CL O T H E S W A S H E R C O N N E C T I O N D E T A I L 11111111 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E PL 5 0 1 PL 5 0 1 PL 5 0 1 PL 5 0 1 PI P E H A N G E R D E T A I L 12121212 180°ASSE1751013FPSI 180°ASSE1751013FPSI 180°ASSE1751013FPSI 0 - 2 0 0 P S I GA U G E W/ C A P A N D C H A I N 3/4 " H O S E C O N N E C T O R 0 - 200 PSIGAUGE PR I N C I P L E B A C K F L O W 3" R E D U C E D P R E S S U R E PR E V E N T E R ( B F P - 3 ) 3" 3/4 " D R A I N V A L V E STRAINER2-1/2"2-1/2" DCW TO BUILDING 3"PRV SET FOR 60 PSI @ 190 GPM (INLET PRESSURE APPROXIMATELY 113 PSI).VALVE TO BE "ROLL SEAL"TYPE BY CLAVAL.4" DCW FROM WATER MAIN 1" R P B P ( B F P - 1 ) F O R MA K E - U P W A T E R T O F O N T EQ U I P M E N T 1" D C W TO F O N T S K I D 1-1 / 2 " " D C W TO F O U N T A I N E Q U I P M E N T C 1-1 / 2 " R P B P ( B F P - 4 ) F O R WA T E R S U P P L Y T O FO U N T A I N EQ U I P M E N T . WA T E R H A M M E R A R R E S T O R PR E S S U R E R E D U C I N G V A L V E . (2 0 G P M @ 4 0 P S I ) 3" BUILDING WATER SHUT-OFF VALVE,TYPICAL OF FOURSTRAINERBALL VALVE, TYP. TY P I C A L . TY P I C A L . RO O F I N S U L A T I O N AN D M E M B R A N E . DR A W I N G S . RE : A R C H I T E C T U R A L UN D E R D E C K C L A M P , CL A M P I N G R I N G , RO O F D R A I N TY P I C A L . NO - H U B CO U P L I N G , PIP E ROOF DECK, SEE ARCHITECTURAL DRAWINGS,TYPICAL.2" HIGH SECONDARY DRAIN DRAWINGS.AND MEMBRANE.ROOF INSULATION OVER-FLOW ROOF DRAINTYPICAL.ROOF DRAIN DOME,CAST IRON OR ALUMINUM DO W N S P O U T AN C H O R F L A N G E WA L L F L A N G E BO L T E D T O W A L L TO W A L L NO Z Z L E DO W N S P O U T CA U L K W E A T H E R TIG H T EX T E R I O R W A L L , S E E AR C H I T E C T U R A L DRAIN LEADER,ANCHORED TO WALLSECONDARY ROOF DR A W I N G S CO N N E C T T O P - T R A P DR A I N P I P E S H A L L 15 1 0 5 OT H E R W I S E S P E C I F I E D HA L F G R A T E U N L E S S 15 1 4 0 FL O O R C O L D W A T E R S U P P L Y H O T W A T E R S U P P L Y RE C I R C . P U M P . 1DC P HO T W A T E R RE C I R C . L I N E EX P A N S I O N T A N K (S E E S C H E D U L E ) 1DE T PR O V I D E S E I S M I C BR A C I N G P E R S T A T E CO D E RE Q U I R E M E N T S . 2" M I N . 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DIE L E C T R I C U N I O N P& T R E L I E F V A L V E SH U T - O F F S H O T W A T E R T O S Y S T E M TA N K EX P A N S I O N TO F L O O R D R A I N C O L D W A T E R S U P P L Y EL E C T R I C HE A T E R WA T E R WH 2 WA T E R H E A T E R R P E123 4 PUS H T O R E G E N WATE R C O N D I T I O N I N G S Y S T E M S 24 " D I A . x 4 1 " BR I N E T A N K DR A I N L I N E , E X T E N D TO F L O O R D R A I N WA T E R S O F T E N E R T A N K OF P I P I N G CO N T R O L BO X VA L V E CO N T R O L PIS T O N TO P M O U N T / UN I O N CO N N . , UN I O N , TY P I C A L TY P I C A L SH U T - O F F BA L L V A L V E , TY P I C A L 2" B Y P A S S BA L L V A L V E SID E V I E W BR A S S T U R B I N E WA T E R M E T E R SU P P L I E D W I T H WA T E R S O F T E N E R WS 1 2" 2" FR O N T V I E W DO M E S T I C C O L D W A T E R SU P P L Y ( D C W ) 2" BA L L V A L V E , T Y P . 11 0 ° D O M E S T I C H O T WA T E R R E T U R N ( D H W R ) 11 0 ° D O M E S T I C IN L I N E C I R C U L A T I N G PU M P DC P 2 1" CH E C K 1" 2" 2" CH E C K 1" 1-1 / 4 " RE D U C E R , T Y P . 3/4 " 1" TH E R M O S T A T I C W A T E R CO N T R O L L E R TH E R M O M E T E R 11 0 ° D O M E S T I C H O T WA T E R S U P P L Y ( D H W ) 2- 1 / 2 " HO T W A T E R TA N K , H E A T E R , ET C . 14 0 ° D O M E S T I C H O T WA T E R S U P P L Y ( D H W ) 2" DE T A I L B A S E D O N S Y M M O N S M O D E L MIX I N G V A L V E . C O N T R A C T O R T O I N S T A L L PIP I N G T O M I X I N G V A L V E A C C O R D I N G T O MA N U F A C T U R E R S I N S T A L L A T I O N IN S T R U C T I O N S A N D P I P I N G D I A G R A M S . 1" TH E R M O M E T E R MV 1 MIX I N G V A L V E 3/4 " 2" 2" OR A N A P P R O V E D E Q U A L . IC E M A K E R O U T L E T B O X E S . M O D E L # 9 7 0 0 DE T A I L B A S E D O N I P S W A T E R T I T E - NO T E : SU P P L Y P I P I N G 1/2 " C O L D W A T E R CO N N E C T I O N HO S E BE H I N D I C E M A K E R / MO U N T D I R E C T L Y RE F R I G E R A T O R W I T H BO T T O M O F U N I T AP P R O X . 3 6 " A . F . F . MO U N T F L U S H WIT H W A L L 1/4 " T U R N AD A P T E R BA L L V A L V E SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/22/2012 3:37:32 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\skocherhans\Documents\REVIT PROJECTS\v12\11071-PLUM-CF_Indianapolis Temple-v12_skocherhans.rvt PLUMBING DETAILS PL502Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E PL502PL502PL502PL502 BU I L D I N G W A T E R E N T R Y D E T A I L 1111 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E PL502PL502PL502PL502 RO O F D R A I N D E T A I L 2222 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E PL502PL502PL502PL502 DO W N S P O U T D E T A I L 3333 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E PL 5 0 2 PL 5 0 2 PL 5 0 2 PL 5 0 2 FL O O R S I N K D E T A I L 4444 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E PL 5 0 2 PL 5 0 2 PL 5 0 2 PL 5 0 2 GA S W A T E R H E A T E R D E T A I L 5555 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E PL 5 0 2 PL 5 0 2 PL 5 0 2 PL 5 0 2 EL E C T R I C W A T E R H E A T E R D E T A I L 6666 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E PL 5 0 2 PL 5 0 2 PL 5 0 2 PL 5 0 2 WA T E R S O F T E N E R D E T A I L 7777 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E PL 5 0 2 PL 5 0 2 PL 5 0 2 PL 5 0 2 MI X I N G V A L V E D E T A I L 8888 SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E PL 5 0 2 PL 5 0 2 PL 5 0 2 PL 5 0 2 IC E M A K E R C O N N E C T I O N B O X D E T A I L 9999 1August 27, 2010Addendum #11111 188188 R 2" 2" 2-1 / 2 " RE S T R O O M - ME N 10 2 A RE S T R O O M - WO M E N 10 2 B CU S T . 10 5 RE S T R O O M 11 8 RE S T R O O M 11 0 B IN S T R . D 12 7 A WO R K E R DR E S S I N G WO M E N 12 4 WORKER DRESSING MEN 134RESTROOM146AYOUTH146INSTRUCTION I 149 BO Y S DR E S S I N G 17 1 RE S T R O O M 16 1 A LA U N D R Y 17 4 BR E A K R M . 11 9 IN S T R . D 12 7 B INSTR. D 137A INSTR. D 137BRESTROOM145 GIR L S DR E S S I N G 16 1 RE S T R O O M 17 1 A MECHANICAL LEVEL LEVEL 01 BASEMENT LEVEL LE V E L 0 0 B BR I N E T A N K DR A I N L I N E , E X T E N D TO F L O O R D R A I N WA T E R S O F T E N E R T A N K WS 1 UN I O N CO N N . , TY P I C A L SH U T - O F F BA L L V A L V E , TY P I C A L 2" B Y P A S S BA L L V A L V E 3" P R V FD - 2 HO U S E K E E P I N G P A D ROOF RO O F ME C H A N I C A L L E V E L LE V E L 0 1 SC W SC W DC W BO I L E R BO I L E R WH 1 120° 120° MV 1 MIX I N G V A L V E DC P 1 1-1 / 2 " 14 0 ° 14 0 ° 14 0 ° 140° CD C W CD C W 1" CD W C 1 DF - 1 DF - 1 DF - 1 DF - 1 D F - 1 1" 1" 1 " 1" 1" 1" 140°140°R HX 1 FO N T E Q U I P . SK I D 14 0 ° 140° BF P - 2 BF P - 2 140° 1" 1-1 / 4 " 14 0 ° 14 0 ° 14 0 ° DC P 2 LS - 1 2" 3/4 " 1/2 " 1 " CD C W CD C W CD C W 1-1 / 2 " 1" WC - 2 L - 1 L - 1 W C - 2 1" SS - 1 L - 2 WC - 3 S-2 W C - 3 L - 2 1/2 " 1"1/2 " 1 / 2 " 1" IS - 1 I S - 1 3/4 " 1"1/2 " 3/4 " WC - 2 WC - 1 WC - 1 L- 1 L - 1 WC-2U-1U-2L-1L-1IS-1IS-13/4" 3/4 "2" 3/4 " 2" WC-3L-2S-2WC-3L-2S-1 CDCW CDCW DC W 1"1-1 / 2 " SC W 14 0 ° 1" 1- 1 / 2 " 2-1 / 2 " 2-1 / 2 " SCW DCW 3" W A T E R S U P P L Y F R O M B U I L D I N G M A I N . 3" 2" 2" 2-1 / 2 " 2-1 / 2 " 2-1 / 2 " 1" 1 - 1 / 2 " DC W TO F O N T EQ U I P M E N T 1" 1- 1 / 2 " FS F 1 SS - 2 SC W DC W DC W DC W WH WH 3/4 " 3/4 " 140° 1" 1" 1" DCW 2" SC W WH W H WM - 1 WM - 1 SE E D E T A I L 1 / P L 5 0 2 CA P 1 - 1 / 2 " D C W FO R C O N N E C T I O N BY F O U N T A I N EQ U I P M E N T CO N T R A C T O R . EW - 2 WH A TP T P TO F D - 1 WC - 2 L - 1 L - 1 S T - 1 1" 1/2 " 1 / 2 " 1/2 " TP TO F D - 1 WH A L- 1 L - 1 S T - 1 WC - 2 1-1 / 2 " 1" 1/2 " 1 / 2 " 1/2 " TO F D - 1 TPWH A TP TO F D - 1 TP TO F D - 1 WH A W H A TP TO F D - 1 TP TO FD-1TPTO FD-1TPTO FD-1 DO M E S T I C CIR C U L A T I N G PU M P WA T E R H E A T E R 1" 1-1/4"1-1/2" 1- 1 / 2 " 1- 1 / 4 " 1"1/2"1/2"1/2"1"1/2"1/2"1/2"1/2"1/2"1/2"2"1"3/4"2"1/2"1" 1" 1" 2" 2 " 1/2 " 1/2 " 1/2 " 1/2 " 1" 1" 1/2 " 3/4 " 3/4 " 1/2 " 2" 1-1 / 4 " 1/2 " 2- 1 / 2 " 2" SC W SC W 21 / 2 " 12 0 ° 2" 3/4 " 1" 2" 1/2 " 2" 2 " 2-1 / 2 " 2-1 / 2 " 2-1 / 2 " 2 " 2 " 1 - 1 / 4 " 1 - 1 / 4 " 1 " 1/2" 2" SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/6/2012 10:32:14 AM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\skocherhans\Documents\REVIT PROJECTS\v12\11071-PLUM-CF_Indianapolis Temple-v12_skocherhans.rvt PLUMBING FLOW DIAGRAM PL601Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : SC A L E : SC A L E : SC A L E : 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " DO M E S T I C W A T E R R I S E R D I A G R A M BASEMENTLEVEL ONEMECHANICAL LEVEL 2 P S I T O 4 OU N C E G A S PR E S S U R E RE G U L A T O R W / VE N T T O AT M O S P H E R E , TY P I C A L . 2" 2 P S I T O 4 O U N C E G A S PR E S S U R E R E G U L A T O R W/ V E N T T O AT M O S P H E R E , T Y P I C A L . STACKED DRYER 80,000 BTUH (80 CFH)3/4" 2 P S I T O 4 OU N C E G A S PR E S S U R E RE G U L A T O R W / VE N T T O AT M O S P H E R E , TY P I C A L . STACKED WASHER/DRYER 80,000 BTUH (80 CFH)STACKED WASHER/DRYER 80,000 BTUH (80 CFH) 2 P S I T O 4 OU N C E G A S PR E S S U R E RE G U L A T O R W / VE N T T O AT M O S P H E R E , TY P I C A L . 1-1 / 4 " 3/4 " 3 / 4 " 3 / 4 " STACKED DRYER 80,000 BTUH (80 CFH) HIG H P R E S S U R E G A S L I N E BY L O C A L G A S C O M P A N Y (B Y L O C A L G A S C O . ) 2" G G 188188 HO U S E K E E P I N G PA D ( T Y P . ) B 2 BO I L E R GA S TR A I N ( T Y P . ) AS M E R E L I E F VA L V E ( T Y P . ) B 1 BO I L E R GA S TR A I N ( T Y P . ) FINISHED FLOOR DIR T L E G , T Y P . SH U T - O F F C O C K T Y P . 2,0 0 0 , 0 0 0 B T U H (2 0 0 0 C F H ) 2,0 0 0 , 0 0 0 B T U H (2 0 0 0 C F H ) G G G G SH U T - O F F C O C K T Y P . WH 1 BOILER 399,000 BTUH (399 CFH) 2-1 / 2 " 2-1 / 2 " 2-1 / 2 " 2" 1" TE M P L E UT I L I T Y B U I L D I N G BR A C K E T A S S E M B L Y IS R E C O M M E N D E D UN I S T R U T T Y P E PO L Y P R O P E L E N E M A I N PIP I N G . S E E S I T E P L A N FIN I S H E D G R A D E TR A N S I T I O N T O B L A C K ST E E L R I S E R . R I S E R TO B E D O U B L E W R A P P E D . GA S M E T E R SE T (N E W ) OF F ( 3 6 P S I G T O 2 P S I G ) CA P P E D P I P E F O R E M E R G E N C Y SH U T - O F F V A L V E GA S C O N N E C T I O N WIT H L O W P R E S S U R E S H U T GA S P R E S S U R E R E G U L A T O R CO A T E D B L A C K S T E E L AN O D E L E S S R I S E R TR A N S I T I O N T O B L A C K ST E E L R I S E R . R I S E R TO B E D O U B L E W R A P P E D . ME T E R T O B U I L D I N G E N T R Y AP P R O X I M A T L E Y 4 0 0 ' GE N E R A T O R 86 0 , 0 0 0 B T U H PR O V I D E G A S P R E S S U R E RE G U L A T O R F R O M 2 P S I T O 13 . 6 I N C H W A T E R C O L U M N . (8 6 0 C F H ) 2- 1 / 2 " 1- 1 / 4 " 2- 1 / 2 " 2-1 / 2 " PR O V I D E G A S SH U T - O F F V A L V E A T TE M P L E GG BT U / C U B I C F T . = 1 0 0 0 DE V E L O P E D L E N G T H = 6 3 0 L . F . SE R V I C E P R E S S U R E = 2 P S I DE S I G N N O T E S TO T A L C F H = 5 , 5 7 9 TO T A L B T U H = 5 , 5 7 9 , 0 0 0 (I N S I D E B U I L D I N G ) PIP E S I Z E = 2 - 1 / 2 " LO C A T I O N : I N D I A N A P O L I S , I N D I A N A UT I L I T Y B U I L D I N G EA R T H Q U A K E A C T U A T E D A U T O M A T I C G A S SH U T - O F F A T T A C H E D T O B U I L D I N G W A L L . SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com 8/6/2012 10:32:14 AM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\skocherhans\Documents\REVIT PROJECTS\v12\11071-PLUM-CF_Indianapolis Temple-v12_skocherhans.rvt PLUMBING FLOW DIAGRAM -NATURAL GAS PL602Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 2012AuthorChecker2011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : SC A L E : SC A L E : SC A L E : 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " NA T U R A L G A S F L O W D I A G R A M GENERAL 1.The structural notes are intended to complement the project specifications. Specific notes and details in the drawings shall govern over the structural notes and typical details. 2.Typical details and sections shall apply where specific details are not shown. 3.The contractor shall verify all site conditions and dimensions. If actual conditions differ from those shown in the contract drawings, the contractor shall immediately notify the architect/engineer before proceeding with the fabrication or construction of any affected elements. 4.Drawings shall not be scaled for the purpose of preparing shop drawings or for construction. Where dimensions on the design drawings are not provided or inferred, the contractor may scale drawings only to estimate member lengths for the purpose of bidding. 5.Changes to these contract drawings may be made only by an authorized representative of Dunn Associates, Inc. Dunn Associates, Inc. shall not be held responsible or liable for any claims arising directly or indirectly from changes made without written authorization by an authorized representative of Dunn Associates, Inc. 6.Omissions or conflicts between the contract drawings and/or specifications shall be brought to the attention of the architect/engineer before proceeding with any work involved. In case of conflict, follow the most stringent requirement as directed by the architect/engineer at no additional cost to the owner. 7.The contractor shall submit a written request to the architect/engineer before proceeding with any changes, substitutions, or modifications. Any work done by the contractor before receiving written approval will be at the contractor's risk. 8.The contractor shall coordinate with all trades any items that are to be integrated into the structural system such as openings, penetrations, mechanical and electrical equipment, etc. Sizes and locations of mechanical and other equipment that differs from those shown on the contract drawings shall be reported to the architect/engineer. Contractor shall take measures as required to insure that construction loads shall not exceed design loads for the structure. 9.The contractor shall be responsible for means, methods, techniques, sequences, and procedures in order to comply with the contract drawings and specifications. The contractor shall provide adequate shoring and bracing as required for the chosen method of erection. Shoring and bracing shall remain in place until final connections for the permanent members are completed. The building shall not be considered stable until all connections are completed. Walls shall not be considered self-supporting and shall be braced until the floor/roof system is completed. 10.Site observations by a field representative of Dunn Associates, Inc. shall not be construed as approval of construction, the procedures, nor special inspection. 11.Detailing and shop drawing production for structural elements will require information (including dimensions) contained in the architectural, structural and/or other consultants' drawings. The structural drawings shall be used in conjunction with the architectural and other consultant's drawings. See the Architectural Drawings for dimensions, doors, windows, non-bearing interior and exterior walls, elevations, slopes, stairs, curbs, drains, recesses, depressions, railings, waterproofing, finishes, chamfers, kerfs, etc. 12.The Contractor may choose to submit shop drawings and submittals for review electronically. The Contractor may do this provided a minimum of one hard copy set is submitted for review. The submittal will be stamped as received by Dunn Associates, Inc. when the hard copy is received by our office. Hard copies of small submittals need not be submitted if the Contractor receives the approval for this exception by the Engineer of Record. 13.Review of shop drawing submittals by Dunn Associates, Inc. is for general compliance only and is not intended for approval. The shop drawing review shall not relieve the contractor from the responsibility of completing the project according to the contract documents. 14.Shop drawings made from reproductions of the structural drawings will be rejected unless the contractor signs a release agreement prior to the shop drawings being reviewed. The contractor may also obtain electronic files of the plan sheets after signing a release agreement. Electronic files of the detail sheets and schedule sheets will not be made available. 15.All work shall be done in accordance with OSHA requirements. Potential conflicts between these documents and OSHA requirements shall be brought to the attention of the structural engineer before proceeding with the work. BASIS OF DESIGN 1.Governing Building Code----------------------------------------------------Indiana Building Code 2008 (IBC 2006) 2.Occupancy Category----------------------------------------------------------III (Temple), II (Utility Building) 3.Floor Live Loads 3.1.Uniformly Distributed Loads 3.1.1.Lobbies & Main Floor Corridors------------100 psf 3.1.2.Corridors Above Main Floor-----------------80 psf 3.1.3.Mechanical Rooms----------------------------150 psf 3.2.Concentrated Loads, all areas--------------------------------- 2000 lbs 4.Roof Live Load (Not concurrent with Roof Snow Load)-------------- 20 psf 5.Roof Snow Load 5.1.Ground Snow Load----------------------------------------------- Pg = 20 psf 5.2.Flat Roof Snow Load--------------------------------------------- Pf = 16 psf (Temple), 15 psf (Utility Building) 5.3.Snow Exposure Factor------------------------------------------- Ce = 1.0 5.4.Thermal Factor----------------------------------------------------- Ct = 1.0 5.5.Snow Load Importance Factor--------------------------------- Is = 1.1 (Temple), 1.0 (Utility Building) 6.Wind Load 6.1.Basic Wind Speed (3 Second Gust)------------------------- 90 mph 6.2.Wind Importance Factor----------------------------------------- 1.15 (Temple), 1.0 (Utility Building) 6.3.Wind Exposure----------------------------------------------------- C 6.4.Internal Pressure Coefficient----------------------------------- ± 0.18 7.Seismic Design Criteria 7.1.Mapped Spectral Response Accelerations 7.1.1.Short Period Acceleration------------------- SS = 0.179 7.1.2.1-Second Acceleration----------------------- S1 = 0.079 7.2.Spectral Response Coefficients 7.2.1.Short Period Acceleration------------------- SDS = 0.143 7.2.2.1-Second Acceleration----------------------- SD1 = 0.090 7.2.Site Class (Soil Profile)------------------------------------------- C 7.3.Seismic Importance Factor-------------------------------------- 1.25 (Temple), 1.0 (Utility Building) 7.4.Seismic Design Category---------------------------------------- B 7.5.Effective Structural Seismic Weight--------------------------- W 7.6.Basic Seismic Force Resisting Systems--------------------Ordinary Steel Moment Frames, Ordinary Steel ------------------------------------------------------------------------Braced Frames & Ordinary Concrete Shear Walls -------------------------------------------------------------------------(Temple), Intermediate Reinforced Masonry -------------------------------------------------------------------------- Shear Walls (Utility Building) 7.6.1.Response Modification Coefficient-------- R = 3.25 (Temple), 3.5 (Utility Building) 7.6.2.System Overstrength Factor--------------- o = 3.0 (Temple), 2.5 (Utility Building) 7.6.3.Deflection Amplification Factor------------ CD = 4.5 (Temple), 2.25 (Utility Building) 7.6.4.Design Base Shear--------------------------- V = Cs*W = 0.055W (Temple), ----------------------------------------------------- V = Cs*W = 0.041W (Utility Building) 7.7.Analysis Procedure------------------------------------------------Equivalent Lateral Force 8.Serviceability Criteria 8.1.Interstory Seismic/Wind Drift------------------------------------See Table Below 8.2.Deflection Limits----------------------------------------------------Total----------------Live/Snow Floor-------------------------------------------------------------------L/360---------------L/480 Roof--------------------------------------------------------------------L/240--------------L/360 Perimeter-------------------------------------------------------------____--------------L/600(3/8" max) FOUNDATION 1.Soils Report by:--------------------------------------------------------------------Patriot Engineering and Environmental, Inc. 2.Report Number & Date:---------------------------------------------------------#1-10-1404, Dec. 28, 2010 3.Soil Bearing Pressure on Suitable Existing Soils or Compacted Fill: 3.1.Basement Areas 3.1.1.Strip Footings-----------------------------------------------4000 psf 3.1.2.Spread Footings--------------------------------------------5000 psf 3.2.Non-Basement Areas 3.2.1.Strip Footings-----------------------------------------------2500 psf 3.2.2.Spread Footings--------------------------------------------3000 psf 4.Frost Protection:-------------------------------------------------------------------30 inches minimum 5.Lateral Soil Pressure Fluid Equivalent Density: 5.1.Active-------------------------------------------------------------------38 pcf (retaining walls) 5.2.At Rest-----------------------------------------------------------------57 pcf (rigid foundation walls) 5.3.Passive----------------------------------------------------------------300 pcf 6.Coefficient of Friction------------------------------------------------------------0.3 7.The soils engineer shall review all excavations and fill placement prior to placing concrete. EARTHWORK 1.Clearing: The entire building area shall be scraped to remove all of the topsoil including all vegetation and debris. 2.Contractor is to provide temporary shoring for excavations as required. 3.Contractor is to provide measures necessary to prevent damage to or settlement of new or existing construction and utilities on or adjacent to project site. 4.Contractor is to provide dewatering as required to protect the site from flooding. 5.Proof rolling: The natural undisturbed soil below all footings shall be proof rolled prior to placing concrete. Remove all soft spots and replace with compacted structural fill. 6.Compacted structural fill: All fill material shall be a well-graded granular material with a maximum size less than 4" and with not more than 10% passing a #200 sieve. It shall be compacted to 95% of the maximum laboratory density as determined by ASTM D 1557. All fill shall be tested. Compacted structural fill shall be placed in lifts not exceeding 8" in uncompacted thickness. 7.Consult the project specifications and soils report for further earthwork requirements. The soils engineer shall review all excavations and fill placement prior to placing concrete. Table Footnotes: a.Cement to comply with ASTM C150. Use Type V cement where required by soils report. b.Air content ± 1.5%, measured at point of final placement.Air-entraining admixtures shall comply with ASTM C260 (when used). Calcium chloride shall not be added to the concrete mix. Unreinforced concrete slabs on grade may have calcium chloride not exceeding one percent. c.Air entrainment shall be adjusted for the use of admixtures and fly ash. d.Slump limit ± 1" applies to non-plasticized concrete. Test shall be conducted prior to adding plasticizer if used. 2.Materials unless noted otherwise: 2.1.Normal Weight aggregates-------------------------------------------------------------ASTM C33 2.2.Fly Ash, Class F Pozzolan--------------------------------------------------------------ASTM C618 2.3.Reinforcing Steel 2.3.1.General----------------------------------------------------------------------ASTM 615 Grade 60 2.3.2.Columns, Beams, Shearwalls------------------------------------------ASTM A706-60ksi ASTM A615 is permitted if mill certifications are submitted showing that actual yield strength does not exceed the specified strength by more than 18000 psi and the ratio of tensile to yield strength is greater than 1.25. 2.4.Deformed Bar Anchors (DBA) --------------------------------------------------------ASTM A496 2.5.Headed Stud Anchors (HSA) ---------------------------------------------------------ASTM A108 2.6.Anchor Bolts: See steel and/or wood section(s) of general notes. 2.7.No aluminum conduit or product containing aluminum or any other material injurious to concrete shall be embedded in concrete. 3.Reinforce composite slabs over metal deck as noted on the plans. 4.The contractor shall be responsible for the design, detailing, care, placement and removal of all formwork and shores. 4.1.Supporting forms and shoring shall not be removed until structural members have acquired sufficient strength to safely support their own weight and any construction load to which they may be subjected. In no case, however, shall forms and shoring be removed in less than 24 hours after concrete placement. 4.2.Suspended slabs shall be re-supported after form removal until concrete reaches its 28-day specified compressive strength. 5.Reinforcement shall have the following concrete cover:------------------------------------Clear Cover 5.1.Cast-in-place Concrete 5.1.1.Cast against and permanently exposed to earth---------------3" 5.1.2.Formed concrete exposed to earth or weather: #6 thru #18 bars--------------------------------------------------------2" #5 and smaller bars-------------------------------------------------1 1/2" 5.1.3.Concrete not exposed to weather or in contact with ground: Slabs, Walls, Joists; #11 bars and smaller ---------------------3/4" Beams, Columns: Primary Reinforcement, Ties,-------------1 1/2" Stirrups, Spirals 6.Construction Joints and Control Joints: 6.1.Provide a beveled 2" x 4" x continuous keyway in all horizontal and vertical construction joints including between top of footing and foundation walls. In addition, all joints shall be intentionally roughened to a full amplitude of approximately 1/4". 6.2.Control joints shall be installed in slabs on grade so the length to width ratio of the slab is no more than 1.25:1. Control joints shall be completed within 12 hours of concrete placement. Control joints may be installed by either: 6.2.1.Saw cut with depth of 1/4 the thickness of the slab 6.2.2.Tooled joints with depth of 1/4 the thickness of the slab 6.3.Install construction or control joints in slabs on grade at a spacing not to exceed 30 times the slab thickness in any direction, unless noted otherwise. Construction joints shall not exceed a distance of 125'-0" on center in any direction. 7.Construction 7.1.Use chairs or other support devices recommended by the CRSI to support bar and tie reinforcement bars and WWF prior to placing concrete. WWF shall be continuously supported at 36" on center maximum. Reinforcing steel for slabs on grade shall be adequately supported on precast concrete units. Lifting the reinforcing off the grade during placement of concrete is not permitted. 7.2.Contractor shall coordinate placement of all openings, curbs, dowels, sleeves, conduits, bolts, inserts and other embedded items prior to concrete placement. 7.3.All embeds and dowels shall be securely tied to formwork or to adjacent reinforcing prior to the placement of concrete. 7.4.No pipes, ducts, sleeves, etc. shall be placed in structural concrete unless specifically detailed or approved by the structural engineer. Penetrations through walls when approved shall be built into the wall prior to concrete placement. Penetrations will not be allowed in footings or grade beams unless detailed. Piping shall be routed around these elements and footings stepped to avoid piping. 7.5.Reinforcing bars shall not be welded unless specifically shown on drawings. In such cases, use only AWS standards. Do not substitute reinforcing bars for DBAs or HSAs. 7.6.Top of concrete columns shall be flush (±1/4") with bottom of supported cast-in-place members. 8.Detailing: 8.1.Lap splice lengths shall be detailed to comply with the "Reinforcing Bar Lap Splice Schedule" contained within the contract drawings. 8.1.1.Do not splice stirrups and ties. Do not splice vertical bars in retaining walls unless specifically shown. 8.1.2.At shearwall boundary elements and at moment frame beams to columns, lap lengths shall be increased by 25%. 8.1.3.Splices may be made with mechanical splices capable of 125% tension capacity of the bar being spliced. Mechanical splices shall be the positive connecting type coupler and shall meet all ACI requirements. Use "Cadweld", "Lenton" Standard Couplers, "Bar-Lock" or equal with internal protector. If mechanical splices are used, splices or couplers on adjacent bars shall be staggered a minimum of 24" apart along the longitudinal axis of the reinforcing bars. 8.2.At joints provide reinforcing dowels to match the member reinforcing, unless noted otherwise. 8.3.At all discontinuous control or construction slab on grade joints, provide (2) #4 x 48". 8.4.Provide corner bars at intersecting wall corners using the same bar size and spacing as the horizontal wall reinforcing. 8.5.All vertical reinforcing shall be doweled to footings, or to the structure below with the same size and spacing as the vertical reinforcing for the element above. Dowels extending into footings shall terminate with a 90° standard hook and shall extend to within 4" of the bottom of the footing. Footing dowels (#8 bars and smaller) with hooks need not extend more than 20" into footings. 8.6.In concrete shearwalls, the horizontal wall reinforcing shall terminate at ends of walls and openings into the far end of the jamb column with a 90° standard hook plus a 6 bar diameter extension. Horizontal wall reinforcing shall be continuous through construction and control joints. 8.7.See details for reinforcing around miscellaneous openings (8" to 36" wide). For openings wider than 36", contact the engineer. All recesses that interrupt reinforcing shall be reinforced the same as an opening. 8.8.Reference ACI 315 for additional detailing requirements. 9.Contractor required to submit concrete mix design for review by the engineer prior to any placement of concrete. 10.Contractor shall refer to and follow the recommendations in ACI 305R for hot weather concreting and ACI 306R for cold weather concreting. 11.Contractor is not to backfill against retaining walls unless walls have achieved design strength or have been shored. Contractor is not to backfill against basement walls without placement of the main floor diaphragm unless the walls have been shored or approval of the EOR has been granted, or it has been noted otherwise on the design drawings. 12.Construction activity or storage of materials shall not take place on newly placed concrete for a minimum of 7 days after concrete placement. Concrete Use Comp. Strength f 'c (psi) Exposure Classes Cement Type Max. W/CM Ratio Max. Flyash Air Content Aggregate Size, Max. Slump Limit Exterior Footings 4500 F1, S0, P0, C0 I, II0.45 25%5%1 1/2"4" Interior Footings 3000 F0, S0, P0, C0 I, II0.50 25%1.5%1 1/2"5" Frame & Mat Footings 4500 F1, S0, P0, C0 I, II 0.45 25%5%1 1/2"4" Foundation Walls 4500 F1, S0, P0, C1 I, II0.45 25%5%3/4"4" Shear Walls 4000 F0, S0, P0, C0 I, II0.45 25%1.5%3/4"4" Other Walls 4000 F0, S0, P0, C0 I, II0.45 25%1.5%3/4"4" Columns 4000 F0, S0, P0, C0 I, II 0.45 25%1.5%3/4"4" Interior Slabs on Grade 3500 F0, S0, P0, C0 I, II0.45 25%1.5%3/4"5" Suspended Slabs 4000 F0, S0, P0, C0 I, II0.45 25%1.5%3/4"4" Normal Wt. Concrete on Steel Deck 3500 F0, S0, P0, C0 I, II 0.45 25%1.5%3/4"4" a b,c d CONCRETE 1.Concrete shall be supplied in accordance with ACI 318 and the following requirements: All Site Concrete (site, walls, sidewalk, etc.) 5000 F3, S0, P0, C2 I, II 0.40 25%6%3/4"4" POST-INSTALLED ANCHORS 1.Post-installed anchors shall only be used where specifically detailed or called for on the design drawings. If circumstances arise during construction where the Contractor desires to substitute a post-installed anchor in place of a cast-in-place anchor, the Contractor shall submit a formal written request for each circumstance to the Architect and Engineer for review. 2.Follow all ICC Evaluation Report and manufacturers' requirements and recommendations for post-installed anchor installation. Where conflicts may exist, the most stringent requirement applies. 3.All holes in hollow, brick, or stone masonry shall be performed in the "rotary-only" mode with the hammer function off. 4.Follow manufacturer and ICC evaluation report requirements for installation temperature of adhesive anchors. Adhesive anchors shall not be installed or cured outside of approved temperature ranges. 4.1.Adhesive anchors in concrete (normal weight only) shall be 4.1.1.HIT RE-500 SD by Hilti (ESR-2322) 4.1.2.HIT HY-150 MAX-SD by Hilti (ESR-3013) 4.1.3.SET-SP by Simpson (ESR-3013) 4.1.4.PE1000+ by Powers Fasteners (ESR-2583) - 1/2" to 7/8" diameter only 4.2.Adhesive anchors in grouted masonry shall be: 4.2.1.HIT HY-150 MAX by Hilti (ESR-1967) 4.2.2.SET by Simpson (ESR 1772) 5.Mechanical (Expansion) anchors 5.1.Mechanical anchors in concrete shall be 5.1.1.Kwik Bolt TZ by Hilti (ESR-1917) 5.1.2.Kwik HUS-EZ by Hilti (ESR-3027) 5.1.3.Strong-Bolt by Simpson (ESR-1771) 5.1.4.Strong-Bolt 2 by Simpson (ESR-3037) 5.1.5.Titen HD by Simpson (ESR-2713) 5.1.6.Trubolt+ by ITW Redhead (ESR-2427) 5.2.Mechanical anchors in grouted masonry shall be 5.2.1.Kwik Bolt 3 by Hilti (ESR-1385) 5.2.2.Titen HD by Simpson (ESR-1056) 5.2.3.Wedge-All by Simpson (ESR-1396) 6.The Contractor may submit, for review and approval, the manufacturer's ICC evaluation report of alternate anchor systems. The alternate method shall provide minimum capacities equal to or greater than those in the above noted anchors. The alternate method shall be approved by the engineer of record prior to the substitution. 7.Special Inspection and Testing 7.1.Special inspection shall be performed according to the requirements of the ICC evaluation report, per section 1704.15 of the IBC. Periodic inspection is allowed for mechanical anchors per section 6.6 of ICC-ES AC193. 7.2.Testing shall be done according to the requirements of the ICC evaluation report. 7.2.1.Adhesive Anchors in Concrete or Solid Grouted Masonry: 50% of anchors in non-redundant elements (e.g. column, brace connections, boundary steel, hold-downs) and 10% of anchors in redundant elements shall be tension tested. 7.2.2.Mechanical anchors shall be tension tested to twice the allowable tension load listed in the ICC evaluation report. STRUCTURAL STEEL 1.Codes and Standards: Fabrication and installation shall comply with the latest edition of the following: 1.1.American Institute of Steel Construction (AISC), "Specification for the Design, Fabrication and Erection of Structural Steel for Buildings," with "Commentary". 1.2.AISC "Code of Standard Practice" excluding sections 3.4, 4.4 and 4.4.1. 1.3.AISC "Specification for Structural Joints Using ASTM A325 or A490 Bolts" 1.4.AISC "Seismic Provisions for Structural Steel Buildings." 1.5.American Welding Society (AWS), Structural Welding Codes D1.1, D1.3, D1.4, and D1.8, except as modified by the "Steel Construction Manual". 2.Material: 2.1.Wide Flange Sections-------------------------------------------ASTM A992 (50 ksi) 2.2.Plate 2.2.1.Typical----------------------------------------------ASTM A36 2.2.2.Braced/Moment Frames-----------------------ASTM A572 Grade 50 2.3.Notch-toughness requirements apply for Group 3, 4, and 5 shapes with flange thickness greater than 1 1/2" and plate 2" and thicker which are a part of the Seismic Load Resisting System (SLRS). Minimum Charpy V-Notch requirements are 20 ft-lbs at 70°F. 2.4.Notch-toughness requirements apply for demand critical welds. Minimum Charpy V-Notch requirements are 20 ft-lbs at -20°F and 40 ft-lbs at 70°F 2.5.Pipe------------------------------------------------------------------ASTM A53 Grade B Type E/S 2.6.Hollow Structural Shapes 2.6.1.Rectangular---------------------------------------ASTM A500 Grade B (46 ksi) 2.6.2.Round----------------------------------------------ASTM A500 Grade B (42 ksi) 2.7.Other Structural Shapes (M, C, etc)-------------------------ASTM A36 2.8.Bolted Connections----------------------------------------------ASTM A325 2.9.Anchor Bolts 2.9.1.All Columns unless noted otherwise: ASTM F1554 Grade 36 with ASTM A563 heavy hex nuts with Grade A hardened washers. 2.9.2.Braced Frame/Moment Frame Columns unless noted otherwise: ASTM F1554 Grade 36 with ASTM A563 heavy hex nuts with ASTM F436 minimum 5/16" thick washers. 2.10.Weld Filler Metal 2.10.1.Shielded Metal Arc Welding------------------AWS A5.1, low-hydrogen only Low-hydrogen restrictions do not apply when welding sheet steels in accordance with AWS D1.3, including attaching these steels to structural members. 2.10.2.Gas-Metal & Metal-Cored Arc Welding----AWS A5.18 2.10.3.Flux-Cored Arc Welding-----------------------AWS A5.20 E7XT-4 or E7XT-11 electrodes are not permitted. 2.10.4.Intermixing of welds made from self-shielded welding electrodes with welds made by other processes is not allowed in seismic critical welds, unless tested in accordance with AWS D1.8, annex B. The Field Erection Contractor is responsible for verifying that intermixing of self-shielded weld metal with weld metal of other processes will not occur, or alternatively, the welding procedure is qualified by testing. 2.11.Deformed Bar Anchors (DBA)---------------------------------ASTM A496 2.12.Headed Stud Anchors (HSA)----------------------------------ASTM A108 2.13.Non-Shrink Grout-------------------------------------------------ASTM C1107 Grade B Non-shrink grout shall be prepackaged, non-metallic and non-gaseous. Furnish certified independent test data to Structural Engineer. Fluid Consistency (flow cone) = 20 to 30 seconds Compressive Strength in 28 days = 7,500 psi 3.Structural Detailing 3.1.Provide full depth web stiffener plates at each side of all beams at all bearing points. Stiffener plates shall be the thickness called out below unless noted otherwise. Stiffeners shall be welded on both sides of the plate-to-flange and plate-to-web interfaces. Do not weld into the web-to-flange fillet region of the member. FLANGE WIDTH----------------STIFFENER THICKNESS & WELD SIZE Less than 8 1/4"-----------------1/4" & 3/16" 8 1/4" to 12 1/4"-----------------3/8" & 1/4" 12 1/4" to 16 1/2"---------------1/2" & 5/16" 16 1/2" to 20 3/4"---------------5/8" & 3/8" 3.2.Bolting and Fasteners 3.2.1.Ordinary steel-to-steel connections, simple span framing, and beam/girder-to-bearing plates are the standard connection used throughout the design drawings, unless noted otherwise: 3.2.1.1.Use A325N bolts or tension-controlled bolts. 3.2.1.2.Tighten these fasteners to a "snug tight" condition. 3.2.1.3.Where a steel-to-steel connection is not shown, provide a framed connection per AISC for one half the total uniform load capacity of the beam for the span and steel specified. 3.2.2.Pretensioned connections are shown on the structural design drawings. They join steel-to-steel connections, unless noted otherwise: 3.2.2.1.Use A325N or A325X bolts or tension-controlled bolts. 3.2.2.2.Pretension these fasteners as required by AISC "Specification for Structural Joints Using ASTM A325 or a A490 bolts." 3.2.3.Fasteners and washers shall not be reused. Scrap dirty, rusted, or water-contaminated bolt assemblies. 3.3.Weld Access Holes and Temporary Attachments 3.3.1.Fabricate beam copes and weld access holes using the geometry described in AISC 360 Section J1.6. 3.3.2.Runoff tabs are to be removed unless noted otherwise. 3.4.Backup Bars: Remove backup bars from all beam bottom flange connections in demand critical welds, unless noted otherwise. Backgouge the root and weld to sound metal. Reweld the gouged area and add a 5/16" reinforcing fillet weld. 3.5.Protected Zones: No connections, other than those on the design drawings, shall be made within the protected zone of the SLRS as identified in AISC 341. 3.5.1.Locate headed studs, welds, miscellaneous metal, etc outside of the protected zone. 3.5.2.Paint the protected zones with bright paint before and after fire coating operations to identify them. 3.6.Field weld symbols indicate welds that may be performed in the field. The general contractor shall coordinate shop and field welds between the fabricator and erector. 3.7.All structural steel members shall be considered as an unrestrained fire-resistance-rated assembly. 4.Welding of Reinforcing Steel or Bolts 4.1.Reinforcing Bars: Do not weld rebar except as specifically detailed in the drawings. In such cases, use only AWS standards. Do not substitute reinforcing bars for deformed bar anchors, structural bolts, or headed stud anchors. 4.2.Do not weld anchor bolts, including "tack" welds. 4.3.Headed Stud Anchor welding and Deformed Bar Anchor welding shall conform to the manufacturer's specifications. COMPOSITE STEEL BEAMS 1.All beams supporting concrete over metal deck shall have headed stud anchors. 2.Composite beams are indicated on the framing plans with a suffix (nn). The number inside parentheses indicates the number of studs for this beam or section of beam. Beams or sections of beams shall have the studs spaced uniformly over the beam or section. The maximum spacing shall not exceed 36" on center. 3.All headed stud anchors shall conform to ASTM A-108. Dimensions shall comply with AISC. Use 3/4" diameter studs. Headed studs shall extend 1 1/2" minimum (2" maximum) above the top of the steel deck after welding. Headed studs shall be applied through the metal deck to the top flange of the steel section or welded directly to the steel section. 4.The minimum on center spacing of stud connectors shall be 6 diameters along the longitudinal axis of the supporting composite beam and 4 diameters transverse to the longitudinal axis of the supporting composite beam. 5.Composite beams shall be precambered as shown on plans. On the plans, c=0.00" denotes precamber dimension (upward) in inches. 6.Camber tolerance shall be +1/4", -0". 7.Slab shall be screeded to a constant thickness as indicated. METAL DECKING 1.Steel deck shall comply with the latest requirements of the Steel Deck Institute. 2.Steel deck material shall comply with the manufacturer's ICC Report and have a minimum yield strength of 33ksi. 3.All deck shall be 3-span continuous minimum. In areas where 3-span conditions are not possible, the contractor shall provide heavier gauge deck as required to provide the equivalent loading of the specified deck under a 3-span condition. 4.Steel roof deck shall not be used to support loads from plumbing, fire sprinklers, HVAC ducts, light fixtures, architectural elements, or equipment of any kind, unless specifically noted. 5.Conduits are permitted in deck slabs subject to local code requirements and fire rating considerations. When conduit is installed in the slab, it shall be limited to conduits having a diameter of 1" or less, or less than 1/3 the concrete cover, and no crossovers occur, and conduit is spaced at least 18" apart with a 3/4" minimum cover. 6.All members supporting deck shall be dry before welding. 7.Crimp seams before button punching or welding interlocking seams. 8.Where deck is to receive sprayed-on fire proofing, painted deck shall be coated with special paint that will allow the sprayed-on fire proofing to adhere to the painted deck. 9.All welds performed on the steel deck are to be painted. 10.Steel deck shall be galvanized (G60) when used above or below mechanical equipment rooms. 11.Steel floor and roof deck shall be phosphatized/painted, composite, with interlocking side seams with the following minimum properties (LW = Light weight concrete, NW = Normal weight concrete): Type/Ga------S(in3/ft)-------I (in4/ft-------Concrete (Total)----------Allowable shear value-----------Notes W3/20---------0.534----------0.896---------3"(6") NW-----------------2145 plf for 10'-0" span-----------Roof W3/20---------0.534----------0.896---------3 1/2"(6 1/2") NW-------2380 plf for 10'-0" span-----------Mech Mezz Floor 11.1.Fasten deck to supporting framing members with Hilti X-EDN19/X-EDNK 22 powder-actuated fasteners. Follow fastener manufacturer's recommendations for installation. Fasteners shall be installed at the following spacings (Closer spacings may be used to develop minimum shear requirements: 11.1.1.12" on center to supports perpendicular to deck corrugations (4 pins per 36" wide sheet). 11.1.2.12" on center to all supports parallel to deck corrugations. 11.2.Attach interlocking seams between adjacent pieces of decking may be attached with "Verco Sidelap Connections" by Verco Manufacturing (VSC) or "ASC DeltaGrip side seam connection" by ASC Steel Deck or a #10 tek screw at 36" on center. Closer spacings may be used to develop minimum shear requirements. 11.3.Provide a 2" minimum bearing at all supports. 11.4.Butt all end splices. 12.Steel roof deck shall be galvanized (G60) with interlocking side seams with the following minimum properties: Type/Ga-------------S(in3/ft)-----------------I (in4/ft)-------------Allowable shear value---------------Notes 1 1/2" B/20----------0.235--------------------0.216----------------1000 plf for 5'-0" span---------------Tower Roof 12.1.Attach steel roof deck to supporting framing members with Hilti X-EDN19/X-EDNK 22 powder-actuated fasteners at the following spacings (Closer spacings may be used to develop minimum shear requirements): 12.1.1.6" on center to all supports perpendicular to deck corrugations (7 pins per 36" sheet). 12.1.2.6" on center to all supports parallel to deck corrugations. 12.1.3.Interlocking side seams between adjacent pieces of decking may be attached with "Verco Sidelap Connections" by Verco Manufacturing (VSC) or "ASC DeltaGrip side seam connection" by ASC Steel Deck at 4" on center minimum. 12.2.The Contractor may submit, for review and approval, the manufacturer's ICC report of an alternate method of deck attachment. The alternate method shall provide minimum deck diaphragm shear values equal to or greater than those noted above. The alternate method shall be approved by the engineer of record prior to the substitution. 12.3.Provide a 2" minimum bearing and an 4" lap at the splice points, centering the splice over the support. COLD FORMED STEEL 1.Wall System Performance Requirements 1.1.All systems intended for use to enclose the building shall comply with the following criteria for interstory drift as required by ASCE 7-05 as interpreted or defined herein and as modified or supplemented herein. Systems shall be detailed to accommodate vertical building movement (live load deflection) in conjunction with interstory drift. 1.1.1.All components and systems shall be designed and detailed for elastic (probable) interstory drift (lateral displacement of one floor relative to adjacent floors as indicated in the General Structural Notes. For this given magnitude of movement, all systems and/or elements and/or components shall remain intact, undamaged and all sealant joints integral to or placed between systems shall remain intact, uncompromised, without failures or breaches. Joints, jointing and/or jointery shall be designed such that sealant materials flex, compress and/or shear within limits recommended by the sealant manufacturers so as to remain an effective barrier for water and air infiltration. 1.1.2.In addition, all systems, elements and components shall be designed and detailed for amplified interstory (credible) as indicated in the General Structural Notes such that no failure or distress occurs to systems, and/or components, and/or elements and/or connections except joint sealant is allowed to fail. Under no circumstances shall elements and/or components come in contract with adjacent systems, elements and/or components. 1.1.3.Systems with glazing are intended to keep all members and glazing intact and connected to the building. Glazing shall not break or become dislodged from its restraints. Gaskets may fail and may dislodge but shall not let glass escape its restraint. 1.1.4.Allowance shall be made for sealant to occupy some finite space when compressed beyond its working limit (suggest ±15% of its static joint width). 1.2.All system connections shall comply with requirements of ASCE 7-05, Chapter 13. 1.3.All systems shall be coordinated with all associated adjoining and interface in systems such that consistency is maintained throughout the exterior closure regarding the mode (sliding or racking) in which the system performs to meet interstory drift and other design criteria. 1.4.Systems and details shall be consistent with the architectural intent for joint sizes and system details to the largest extent possible, or where required, modified only after prior approval. 2.Cold Formed Steel Framing 2.1.The design of cold formed steel and low alloy steel structural members shall be in accordance with AISI-NASPEC, North American Specification for the Design of Cold-Formed Steel Structural Members. 2.2.The design, installation and construction of cold formed steel for structural and non-structural framing shall be in accordance with AISI-CFSD, Standard for Cold-Formed Steel Framing - General Provisions. 2.3.All steel framing members shall comply with ASTM C995. 2.4.Follow all manufacturers' guidelines and recommendations for all products. 2.5.Unless noted otherwise, all welded connections shall be done according to AWS standards. 2.6.All interior non-bearing steel stud walls that extend above the ceiling but do not attach to the structure above shall be braced with diagonal metal-stud braces (45°). The kl/r ratio of the brace shall not exceed 200 and shall not be spaced further apart than 10'-0" on center. Connect diagonal braces to the top of the steel stud walls and to the top flange of the steel beams with (2) #10 tek screws minimum. Where a concrete deck occurs above, use two powder-driven fasteners per diagonal brace. Other approved methods may be used. 2.7.Anchor bolts: See steel section of general notes. 3.Connection Hardware 3.1.Exterior framing shall be attached to primary structure to provide vertical and lateral drift as indicated in these drawings. The "DriftTrack DTSL" by the Steel Network or equivalent is suitable to meet this requirement. Inside and outside corner joints shall be detailed to accommodate the lateral drift indicated. See architectural drawings for joint location and details. 3.2.All connection hardware (examples: "StiffClip", "VertiClip", "DriftClip", "BridgeClip", etc) shown shall be supplied by: The Steel Network, Inc. 3221 Wellington Court Raleigh, NC 27615 Phone: (888) 474-4876 www.steelnetwork.com 3.3.Install all hardware per the manufacturer's guidelines and recommendations. 3.4.The contractor may submit an alternate connection method for approval by Dunn Associates, Inc. and SPECIAL INSPECTION REQUIREMENTS 1.Seismic/Wind-force-resisting systems: 1.1.Concrete shear walls 1.2.Steel braced frames 1.3.Steel moment frames 1.4.Concrete diaphragms See specific discipline drawings for additional designated seismic systems requiring special inspection which are not contained in the structural drawings. 2.Special inspection and testing as required by the IBC shall be provided by an independent agency employed by the owner unless waived by the building official. The contractor shall coordinate and cooperate with the required inspections/tests as indicated below, referring to the IBC section indicated as appropriate. 3.Special inspection reports from the inspector shall be sent to the architect/engineer and building official. 3.1.Bring any discrepancies to the contractor's immediate attention. 3.2.Notify the engineer of any non-passing work that the contractor cannot readily correct. 3.3.Any uncorrected discrepancies shall be brought to the attention of the architect/engineer and building official prior to completion of that phase of the work. 3.4.A final report documenting required special inspections and corrections of any discrepancies shall be provided. 4.Quality Control Submittals for Structural Steel 4.1.Furnish Level III nondestructive testing (NDT) personnel certifications. 4.2.Furnish welder qualification records to verify project welders are tested and qualified in accordance with AWS D1.1 before welding structural or miscellaneous steels, D1.3 before welding sheet steels (10 ga and thinner), and D1.4 before welding reinforcing steel. Submit documentation to the approved inspection agency for review before welding. 4.2.1.Special, restricted welder qualification testing is required for welders joining the bottom-flange through the weld access hole connection in demand critical welds. Qualify welders for the minimum groove angle and maximum deposition rate used in production. Follow the instructions for supplemental qualification testing in AWS D1.8, Section 5.1. Qualification testing must take place within two years from the start of this project. 4.3.Furnish welding procedures that comply with AWS D1.1, D1.3, D1.4, D1.8, as required by the project. Welding procedures shall be made available to welders and inspectors. 4.3.1.Furnish weld filler metal product data sheets identifying optimum welding parameters and storage conditions with each welding procedure submittal. 4.3.2.Identify the maximum welding heat input per inch of weld (KJ/in) permitted by the welding procedures. 4.3.3.Identify the maximum deposition rate that will be used while welding on any demand critical weld. 4.3.4.Furnish typical welding filler metal Certificates of Conformance that identify the WPS Heat Input Envelope. 4.4.Furnish a preliminary welding repair procedure to follow should welding repairs be required within the Seismic Protected Zone. 4.5.Provide bolt storage and installation procedures to the approved inspection agency for review. 4.6.Provide mill/material test reports (MTR) or certificates of conformance (CofC) that verify compliance of furnished materials to the requirements of the approved contract documents. MTRs or CofCs are required for structural shapes, plate, metal deck, fasteners, headed studs, DBAs, weld filler metal, and bolt assemblies used as primary, load-bearing members. Maintain the heat number traceability of structural shapes and plate used as primary, load bearing members. 5.Special Inspectors 5.1.Special inspectors shall be qualified persons who shall demonstrate competence, to the satisfaction of the building official, for inspection of the particular type of construction or operation requiring special inspection. 5.2.Structural Steel Non-Destructive Testing (NDT) 5.2.1.NDT personnel will: 5.2.1.1.Qualify in accordance with the recommended practices of the American Society of Nondestructive Testing, SNT-TC-1A, latest edition. 5.2.1.2.Pass eye examinations meeting: (1) ASTM requirements at least once a year, and (2) AWS D1.1 every three years. 5.2.1.3.Be certified in accordance with the AWS QC-1, latest edition. 5.2.1.4.Level III must be qualified by ASNT testing in the applicable method under review. 5.2.2.Only Level II and Level III technicians, qualified by testing in the applicable method, are permitted to interpret nondestructive testing results. 5.2.3.Only Senior Certified or Certified Welding Inspectors (SCWI, CWI) are permitted to evaluate welds. Certified Associate Welding Inspectors may evaluate welds when under the direct supervision of a SCWI and/or CWI. 5.3.Approved Inspection Agency will certify the following: 5.3.1.Level III inspector has reviewed the NDT procedures 5.3.2.Project ultrasonic testing technicians, testing demand critical welds, are trained and qualified in accordance with AWS D1.8, Annex E 5.3.3.That the Inspection Agencies' ultrasonic testing procedures are qualified by weld mockups similar to AWS D1.1, Annex S 6.Section 1704: Special Inspections 6.1.Fabricators (1704.2): All offsite fabrication of structural members (structural steel, precast concrete, wood glulams, etc.) shall be special inspected as required by the IBC, except work performed by fabricators registered and approved to perform work without special inspection. Approved fabricators shall submit a certificate of compliance to building official at the completion of fabrication. 6.2.Steel (1704.3): Special inspection is required during the fabrication of any load-bearing members and assemblies, unless the fabricator and/or erector demonstrate prior approval by the jurisdiction where fabricated steel will be installed. 6.2.1.Perform all welding and welding special inspection activities in accordance with AWS D1.1, D1.3, D1.4, and D1.8 as appropriate for the material form and welding methods employed. Approved methods and acceptance criteria are established in these codes. 6.2.2.Perform all bolting and bolting inspection in accordance with AISC Specification for Structural Joints Using A325 and A490 Bolts. 6.2.3.Continuous Special Inspection of welding is required for: 6.2.3.1.Complete and partial penetration welds, except flare-bevel groove welds 6.2.3.2.Multi-pass fillet welds 6.2.3.3.Single-pass fillet welds larger than 5/16" 6.2.4.Continuous Special Inspection of pretensioned and slip-critical bolts is required as follows: 6.2.4.1.Verify surface condition of all faying surfaces attached with pretensioned fasteners is in accordance with AISC Specification for Structural Joints Using A325 and A490 Bolts. 6.2.4.2.Witness pretensioned and slip-critical fastener installations to verify the methods are controlled in accordance with the AISC Specification for Structural Joints Using A325 and A490 Bolts. 6.2.5.Periodic Special Inspection of welding is required for (Inspect 25% of welds while welding operations are taking place): 6.2.5.1.Single-pass fillet welds equal to or smaller than 5/16" 6.2.5.2.Floor and roof deck arc spot, puddle welds 6.2.5.3.Welding of stairs and railing systems, cold formed steel studs/joists. 6.2.6.Periodic Special Inspection of all bolts is required as follows: 6.2.6.1.Verify the proper grade of fasteners are installed where indicated in the approved construction drawings. 6.2.6.2.Verify the storage and cleanliness of high strength fasteners meets AISC requirements. 6.2.6.3.Store fasteners in protected storage until released for use. Temperature control is not required. Do not use fastener components showing rust, dirt, or grit. Cleaning or modifying fastener components from the as-delivered condition is not permitted. 6.2.6.4.Verify the faying surfaces have been brought into firm contact, the bolts are in a snug tight condition, and that washers have been used as required. SPIRE 5 SPIRE 4 7'-3" 9'-9" 0.12 0.14 .0014 .0012 0.63 0.63 .0062 .0053 LEVEL FLOOR TO FLOOR HEIGHT (Feet) ELASTIC STORY DRIFT STORY DRIFT (inch)DRIFT RATIO STORY DRIFT (inch)DRIFT RATIO INELASTIC STORY DRIFT BUILDING MAXIMUM STORY DRIFTS SPIRE 3 SPIRE 2 9'-6" 13'-0" 0.14 0.15 .0013 .0010 0.68 0.32 .0055 .0045 SPIRE 1 11'-8 1/2"0.07 .0005 0.23 .0022 ROOF 12'-0 1/2"0.05 .0004 0.75 .0016 MEZZANINE 26'-3"0.16 .0006 1.53 .0024 SPIRE 6 16'-0"0.34 .0018 .0080 0.54 3 3 SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: DUNN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com DIMENSIONS AND ELEVATIONS, AS THEY RELATE TO THE BUILDING IN GENERAL, i.e. GRID TO GRID DIMENSIONS OR DECK BEARING ELEVATIONS, ARE SUPPLIED BY THE ARCHITECT. THEY ARE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. NOTE: THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS DATED 07.25.2012 Th i s d r a w i n g , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v ic e , i s t h e p r o p e r t y o f D U N N A S S O C I A T E S I N C , a n d s h al l n o t b e u s e d , i n w h o l e o r p a r t f o r a n y o t h e r p r o je c t w i t h o u t t h e w r i t t e n p e r m i s s i o n o f a n a u t h o r i z e d r e p r e s e n t a t i v e o f D U N N A S S O C I A T E S I N C . U n a u t h o r i z ed u s e wi l l b e p r o s e c u t e d t o t h e f u l l e s t e x t e n t o f t h e l a w . C o p y r i g h t © 2 0 1 1 b y D U N N A S S O C I A T E S I N C . 100% CONSTRUCTION DOCUMENTSJULY 31, 201201 9/ 1 0 / 2 0 1 2 9 : 3 5 : 3 0 A M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ b r e t t \ D o c u m e n t s \ 1 1 0 0 5 - C e n t r a l - V 1 2 _ B r e t t . r v t GENERAL STRUCTURAL NOTES S001 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S JRS TRM/TAK 11005 100% Construction Documents July 31, 2012 July 31, 2012 100% Construction Documents GENERAL STRUCTURAL NOTES 1Aug 27, 2012Addendum 1 3Sept 10, 2012Addendum 3 09/10/2012 LEGEND OF MARKS AND ABBREVIATIONS ABAnchor Bolt ABVAbove ALTAlternate ARCHArchitect BLDGBuilding BLKBlocking BLWBelow BMBeam BNBoundary Nail BOTTBottom BRBBuckling Restrained Brace BRDGBridging BRGBearing BTWBetween CGSCenter of Gravity of Strand CJControl Joint CJPComplete Joint Penetration CLCenter Line CMUConcrete Masonry Unit COLColumn CONCConcrete CONNConnection CONTContinuous COORDCoordinate CSCoil Strap CTRCenter DBDeck Bearing DBADeformed Bar Anchor DBLDouble DCWDemand Critical Weld DETDetail DIADiameter DIMDimension DWGDrawing (E)Existing EAEach EFEach Face ELElevation ELECElectrical ENEdge Nail ENGREngineer EQEqual EQUIPEquipment EQ SPEqually Spaced EWEach Way EJExpansion Joint EXTExterior FLRFloor FNDFoundation FTGFooting gaGage GALVGalvanized GLBGlued Laminated Beam GSNGeneral Structural Notes GTGirder Truss HDHold-down HORIZHorizontal HSAHeaded Stud Anchor HSSHollow Structural Section ICBOInternational Conference of Building Officials IBCInternational Building Code ICCInternational Code Council INTInterior JSTJoist KKip(S) = 1000 Pounds KLFKips Per Lineal Foot KSFKips Per Square Foot LBPounds (#) LLBBLong Leg Back to Back LOCLocation LVLLaminated Veneer Lumber MASMasonry MAXMaximum MECHMechanical MEZZMezzanine MFRManufacturer MINMinimum MISCMiscellaneous MTLMetal NTSNot To Scale ocOn Center OPNGOpening OPPOpposite OSBOrientated Strand Board PCFPounds per Cubic Foot PENPenetrate or Penetration PERPPerpendicular PFTPre-Fabricated Truss PLPlate PLFPounds per Lineal Foot PREFABPrefabricated PSFPounds per Square Foot PSIPounds per Square Inch PTPost Tension PT/DFPressure Treated Douglas Fir (or appropriate species for region) REINFReinforce REQDRequired RTURoof Top Unit SCHEDSchedule SIMSimilar SOGSlab on Grade STDStandard STIFFStiffener STLSteel STRUCTStructural SWShear Wall T&BTop and Bottom T&GTongue and Groove TEMPTemperature THRUThrough T/Top of TYPTypical UNOUnless Noted Otherwise VERTVertical W/With WWRWelded Wire Reinforcement WPWorking Point DEFERRED SUBMITTALS 1.Items requiring deferred submittals that are listed below are to be designed and fabricated by the manufacturer according to specifications given in the construction documents. 1.1.Steel Stairs (by steel stair manufacturer. Stair suppliers to provide any additional required support steel beyond that of the main building framing system shown on the design drawings.) 1.2.Exterior Facade Framing and Connections (by supplier) showing compliance with drift requirements 1.3.Interior Partition Wall Framing and Connections (by light gage framing supplier) 1.4.Stone Cladding Support Framing and Connections (by supplier) showing compliance with drift requirements. 1.5.Prefabricated Roof Trusses ( by roof truss manufacturer.) 1.6.Seismic Bracing for mechanical, electrical and plumbing components 2.These deferred submittals shall first be submitted to the project architect and/or engineer for review and coordination. Upon completion of the architect/engineer review, the architect/engineer will submit the deferred submittals to the Building Official for review and approval. The submittal to the Building Official shall include a letter stating that the architect/engineer review has been performed and that the plans and calculations for the deferred submittal items are found to be in general conformance with the design drawings with no exceptions. 3.The final submittal shall be signed and sealed by a Professional Engineer licensed in the state in which construction will occur and shall be available at the jobsite throughout construction. 4.Construction related to deferred submittals shall not commence until the Building Official has approved the submittal. 6.2.7.Periodic Special Inspection of pretensioned and slip-critical bolts is required as follows: 6.2.7.1.Confirm complete fastener assemblies and the wrench systems used are suitable for pretensioned and slip-critical installations. 6.2.7.2.Test fastener combinations and calibrate wrench systems using calibrated tension calibrators, Skidmore-Wilhelm, or equal, in accordance with the AISC Specification for Structural Joints Using A325 or A490 Bolts. 6.2.7.3.Verify high strength fasteners are installed to a snug tight condition either before pretensioning or as a final condition where no other bolting requirements are imposed. Do not intermingle lots verified for pretensioned or slip-critical installations. 6.2.7.4.Witness bolting operations while the contractor performs pretensioning using match-marked, turn-of-the-nut method, or when using DTIs, or twist-off bolts. 6.2.8.Non-Destructive Testing (NDT) of Welds is required as follows: 6.2.8.1.Fabricators will visually inspect all welds for conformance to the approved construction drawings before releasing items for installation. 6.2.8.2.Test all complete joint penetration welds joining primary structural members 5/16" or thicker, by radiographic or ultrasonic testing. Test in accordance with AWS D1.1, Section 6. 6.2.8.3.Ultrasonically test base metal thicker than 1 1/2" for material discontinuities when that material is subjected to through-thickness weld shrinkage strains. (e.g. column flange of the beam-to-column, or column to base plate, complete joint penetration welds) 6.2.8.4.Magnetic Particle Test is required for the following items: 6.2.8.4.1.All temporary attachment or unauthorized weld sites or repairs inside the Protected Zones after finishing and grinding operations 6.2.8.4.2.Any welds made in the k-zone 6.2.8.4.3.25% of all beam-to-column complete joint penetration welds 6.2.8.4.4.Beam copes and weld access holes made in rolled shapes with flange thickness greater than 1 1/2" or in built-up shapes with webs thicker than 1 1/2" 6.2.8.4.5.Weld tab removal sites. 6.2.8.5.Amount of NDT is permitted to be reduced according to AISC 341, Appendix Q5.2(g) and (h) if appropriate criteria are met and if approved by the building official and engineer of record. 6.3.Concrete (1704.4): Concrete construction shall be special inspected according to Table 1704.4, except in buildings 3 stories or less above the grade plane where structural design of continuous concrete footings is based on compressive strength, f'c, no greater than 2500 psi. In the absence of sufficient data or documentation showing conformance to quality standards for materials, testing shall be required to determine material properties under the direction of the building official according to Chapter 3 of ACI 318. 6.4.Masonry (1704.5): Engineered masonry in Occupancy Category I, II or III shall be special inspected according to Table 1704.5.1, excluding empirically designed masonry, glass unit masonry or masonry veneer. 6.5.Soils (1704.7): Existing site soil conditions, fill placement and procedure and load-bearing requirements shall be special inspected to verify compliance with the approved soils report and Table 1704.7. Where total depth of controlled fill is 12" or less, the special inspector shall verify that the in-place dry density of the compacted fill is not less than the 90% of the maximum dry density at optimum moisture content according to ASTM D 1557. 6.6.Sprayed fire-resistant materials (1704.12): Special inspections for sprayed fire-resistant materials applied to structural elements and decks shall be in accordance with Sections 1704.12.1 through 1704.12.6 and based on the fire-resistance design as designated in the architectural drawings. 6.7.Mastic and intumescent fire-resistant coatings (1704.13): Special inspections for mastic and intumescent fire-resistant coatings applied to structural elements and decks shall be in accordance with AWCI 12-B and based on the fire-resistance design as designated in the architectural drawings. 6.8.See architectural drawings for additional inspections pertaining to EIFS (1704.14) or smoke control systems (1704.16). 6.9.Special Cases (1704.15): Special inspect all post-installed anchors per ICC report. 7.Section 1707: Special Inspections for Seismic Resistance 7.1.Structural steel (1707.2): See special inspections for steel above. 7.2.See specific disclipline drawings for anchorage of storage racks (1707.5), architectural components (1707.6), mechanical/electrical components (1707.7) and designated seismic system verfication (1707.8). 8.Section 1708: Structural Testing for Seismic Resistance 8.1.Concrete Reinforcement (1708.2): Where reinforcement complying with ASTM A 615 is used to resist earthquake-induced flexural and axial forces in special moment frames, special structural walls and coupling beams connecting special structural walls in structures assigned to Seismic Design Category B, C, D, E or F, the reinforcement shall comply with section 21.1.5.2 of ACI 318. Certified mill test reports shall be provided for each shipment of such reinforcement. Where ASTM A 615 reinforcing steel is to be welded, chemical tests shall be performed to determine weldability in accordance with Section 3.5.2 of ACI 318. 8.2.Structural steel (1708.3): See special inspections for steel above. 8.3.See manufacturer's seismic certification of compliance for non-structural components. 9.Structural Observations for Seismic Resistance: Contractor shall notify the engineer at least 2 days prior to the following stages of construction so the engineer may have the opportunity to review the work. Observation reports shall be sent to architect, contractor and building official. 9.1.Initial placing of any concrete, including but not limited to: footings, shear walls, suspended slabs, slabs on grade or concrete over steel deck 9.2.Initial erection of structural steel 9.3.Completion of structural roof deck 9.4.Initial finish work Concrete Masonry Units (CMU): Medium weight (115pcf) (minimum unit strength of 1900 psi) f'm = 2000 psi 1.2.Mortar: Type "S" (1800 psi minimum compressive strength) 1.3.Grout shall attain a minimum compressive strength of 2000 psi at 28 days. 1.4.Reinforcing Steel----------------------------------------------------------ASTM 615 Grade 60 (Fy = 60 ksi) 1.5.Deformed Bar Anchors (DBA)------------------------------------------ASTM A496 1.6.Headed Stud Anchors (HSA)-------------------------------------------ASTM A108 1.7.Anchor Bolts----------------------------------------------------------------ASTM A307 1.8.Heavy hex nuts and hardened washers-----------------------------ASTM A563 2.Reinforcement shall have the following cover: 2.1.Joint reinforcement shall have not less than 5/8" mortar coverage from the exposed face. 2.2.Other reinforcement shall have a minimum coverage of one bar diameter over all the bars, but not less than 3/4". When masonry is exposed to soil, minimum coverage shall be 1 1/2". 3.Construction Requirements 3.1.All units shall be laid with full mortar beds on the face shells. All head joints shall be filled solidly with mortar for a distance in from the face of the units not less than the thickness of the longitudinal face shells. Cells which are to be grouted shall have full head joints. 3.2.Masonry walls, beams and columns shall be constructed with running bond unless noted otherwise. 3.3.Solid grouting of walls is unacceptable except where specifically noted. 3.4.All cells containing reinforcement, embeds, anchor bolts, etc. shall be filled solid with grout. Grout shall be placed by mechanical vibration during placing and revibrated after excess moisture has been absorbed but before workability is lost. Puddling or rodding of grout is not allowed. 3.5.Where walls are not grouted solid, each grout pour shall terminate flush with the top of the uppermost unit except at cells with vertical reinforcing where the grout shall be 1 1/2" below top of unit to provide construction key. 3.6.Grout pours shall be limited to 4'-0" unless high lift grouting procedures are followed. 3.7.All masonry below grade shall be solid grouted. 3.8.Vertical cells to be filled with grout shall have vertical alignment sufficient to maintain a clear, unobstructed, vertical cell measuring not less than 2" by 3". All steel reinforcement shall be secured against displacement prior to grouting by wire positioners or other suitable devices at intervals not exceeding 200 bar diameters or 10'-0" maximum, or at bar splice locations. Vertical reinforcing shall be located at the center of the wall unless noted otherwise. 3.9.Reinforcing bars shall not be welded. Do not substitute reinforcing bars for DBAs or HSAs. 3.10.Control Joints: Spacing shall not exceed 26'-0". See architectural drawings for locations. 3.11.Embed channels and plates shall be placed so as to create a flush surface with the face of the wall. 3.12.Anchor bolts and headed stud anchors shall be set in a grouted cell. Anchor bolts and headed stud anchors shall have 1/2" grout surrounding the shank at its penetration. Grout shall be flush with the face or top of the masonry. 4.Detailing Requirements 4.1.Lap all masonry reinforcing per bar size as follows: Required lap lengths for single bars centered in each cell: #3 = 16"#6 = 43"#9 = 82" #4 = 22"#7 = 60" #5 = 26"#8 = 72" Required lap lengths for flush wall pilaster/column, 2 bars per cell with 2.5" cover: #3 = 16"#6 = 54"#9 = 82" #4 = 22"#7 = 63" #5 = 32"#8 = 72" 4.2.All vertical reinforcing shall be doweled to the foundation wall, footing (structure below) and to the structure below with the same size dowel, spacing (and in the same core) as the vertical wall reinforcing above. 4.3.Corner Bars: Horizontal reinforcement shall be continuous at all corners and at intersecting walls. Provide corner bars with the required lap splice length. 4.4.See details for reinforcing around miscellaneous openings. 4.5.Horizontal wall reinforcing shall be continuous through joining concrete walls, masonry walls, columns, and pilasters. Provide a key between the wall and the column or pilaster. Horizontal wall reinforcing shall be placed inside the column vertical reinforcing. 4.6.Horizontal reinforcing shall terminate with a standard hook at edge of openings and ends of walls without corner bars as shown in details. 4.7.Horizontal wall reinforcing shall terminate with a standard 180° hook at each side of control joints except at floor and roof levels, lintels, beams and at top of parapets as shown in details. 4.8.All masonry column ties shall terminate with 135° hooks plus a 6 bar diameter extension (4" minimum). MASONRY VENEER 1.Masonry veneer shall be attached to reinforced masonry walls with "tri-rod ladur type reinforcement" spaced at a maximum of 16" on center vertically consisting of (3) #9 gauge, galvanized, corrugated, wires. Veneer may also be attached with "Dur-O-Wal DA 3600S Heavy Duty Seismic Ladur-Eye" with DA 213S seismic steel pintles spaced at 16" on center maximum in both vertical and horizontal directions. Anchor ties shall engage to a galvanized #9 gauge horizontal joint reinforcement wire in the veneer, which shall be continuous and shall be placed at 16" on center maximum at the center of the veneer. Anchors shall extend to the galvanized "ladur type" ((2) #9 wires) joint reinforcing in the masonry wall spaced at 16" on center maximum. 2.Other methods of attachment may be used after written acceptance by the architect and structural engineer. 3.Steel Lintels: Provide steel angle lintels at all openings through the masonry veneer. Provide 1" of bearing for each foot of width of opening, with a minimum bearing of 6". See the Steel Angle Lintel Schedule for size. WOOD 1.Materials 1.1.Dimension Lumber and Timbers (Sawn Lumber) 1.1.1.All dimensioned lumber shall comply with USDOC PS20. 1.1.2.Visually graded dimension lumber shall be Douglas Fir-Larch #2 or better. 1.1.3.Machine stress rated (MSR) lumber shall be 1600f-1.6E or better. 1.1.4.Approved end jointed lumber may be used interchangeably with solid sawn members of the same species and grade. 1.2.Wood Structural Panel Sheathing 1.2.1.Wood structural panels shall conform to the requirements for its type in USDOC PS1 or USDOC PS2. The panels must be identified by the trademarks of the approving testing and inspection agency. 1.2.2.Wood sheathing shall be APA rated sheathing Exposure 1 unless noted otherwise. 1.2.3.Wood sheathing shall have the following minimum thicknesses and span ratings, unless noted otherwise: Roof------------------------------19/32"(40/20) 1.2.4.Nails or other approved fasteners used to connect sheathing to the structure shall be driven such that their head or crown is flush with the surface of the sheathing. Do not overdrive fasteners. 1.3.Nails 1.3.1.All Nails shall conform with the tolerances specified in ASTM F1667, "Standard Specification of Driven Fasteners: Nails, Spikes and Staples." 1.3.2.All nails shall be common nails with the following properties: Nail------------------Shank Diameter--------------------------------Min. Penetration into Support 6d--------------------0.113"--------------------------------------------1.25" 8d--------------------0.131"--------------------------------------------1.50" 10d-------------------0.148"--------------------------------------------1.63" 12d-------------------0.148"--------------------------------------------1.63" 16d-------------------0.162"--------------------------------------------1.75" 1.3.3.Nails with properties less than those listed above shall not be used without prior written approval from Dunn Associates, Inc. 1.3.4.Nails with "T", brad, finish or casing heads are not permitted. Nails with Round (full), Offset, Oval, Clipped or Notched heads are acceptable. 1.3.5.Deformed shank nails shall have either a helical (screw) or an annular (ring) shank. 1.4.Bolts 1.4.1.Anchor Bolts: ASTM F1554 Grade 36 (or A307 Grade A/C or A36) 1.4.2.Connection Bolts: ASTM A307 Grade A/C or A36 1.4.3.Bolt holes shall be a minimum of 1/32" to a maximum of 1/16" larger than the bolt diameter. Holes shall be accurately aligned in main members and side plates or side members. Bolts shall not be forcibly driven. 1.4.4.At all bolted connections, provide a standard cut or larger washer or metal plate between the wood and the bolt head and between the wood and the nut. 2.Connection Hardware 2.1.All connection hardware shown shall be supplied by Simpson Strong-Tie Incorporated or USP structural connectors. 2.2.Install all hardware per the manufacturer's guidelines. 2.3.Connection hardware of equal design properties by other manufacturers may be substituted with written approval from Dunn Associates, Inc. 3.All fasteners in contact with pressure-treated or fire-treated wood shall be hot-dipped zinc-coated galvanized or stainless steel. 4.All wood in contact with concrete, masonry or soil shall be pressure treated or redwood. 5.General framing and carpentry shall be connected as per "THE MINIMUM NAILING SCHEDULE" unless noted otherwise. 6.Provide solid shaped blocking at least 2" (nominal) thick and full depth of joist at ends and at each support of joist. Provide approved bridging at an 8'-0" on center maximum between joist end supports. Solid blocking between joists shall be nailed to the wood plate at the top of the wall with one Simpson "A35" framing anchor per each piece of blocking. Fill all holes in the framing anchors with 8d x 1 1/2" nails (12 nails per A35), unless shown otherwise on the drawings. 7.Per IBC 2308.9.10, do not cut or notch any wood stud greater than 25% of its width. 8.Per IBC 2308.9.11, do not bore a hole in any wood stud greater in diameter than 40% of its width. The edge of any bore shall be greater than 5/8" from the edge of the stud. Bored holes shall not be located at the same section of stud as a cut or notch. PREFABRICATED WOOD TRUSSES 1.The prefabricated metal plate wood trusses shall be designed per the locally adopted building code and signed and sealed by a Professional Engineer registered in the same state as the project location. They shall be designed to support the concentrated and distributed loads shown on the framing plans in addition to the following uniform loads: Member-------------------------Dead--------------------Live*---------------Snow** Top Chord---------------------10 psf-------------------20 psf---------------15 psf Bottom Chord-----------------10 psf-------------------10 psf---------------0 psf * The bottom chord live load is not concurrent with top chord live load. The top chord live load is not concurrent with the top chord snow load. **Loads caused by drifting, unbalanced or sliding snow should be accounted for and are not included in uniform loads given. Design all wood trusses and bearing attachments for wind uplift, assuming a dead load of 8 psf to resist uplift. The structural, mechanical, and architectural plans may show additional loading information (examples: snow drifts, point loads, drag strut loads, hanging partition walls, mechanical equipment weights, etc.). Loads shown on these other sheets shall be incorporated in the design of the trusses. Provide additional trusses as required. 2.The deflection of all prefabricated wood trusses shall be limited to L/240 for total load and L/360 for live load, unless noted otherwise. 3.No stress increase is allowed for snow loads. 4.All truss-to-truss connections shall be designed and provided by the truss manufacturer. 5.Design, handling, erection, and permanent bracing of metal plate connected wood trusses shall be in accordance with ANSI/TPI-1, National Design Standard for Metal Plated Connected Wood Truss Construction. 6.Steel Connector Plates: All steel gusset plates shall be galvanized and shall be approved by the "Research Committee for the International Conference of Building Officials." Submit a copy of the ICC Report for the connector plate used. Values established by this committee must be indicated on the shop drawings. 6.1.The minimum size for any connector shall be 8 square inches. 6.2.All steel gusset plates shall be located on the joint as the stresses require and shall provide a minimum bite of 2.5" length on all tension members. 6.3.Plates shall be pressed or rolled into member to obtain full penetration without crushing the outer surfaces of wood. 6.4.All steel plate dimensions shall be increased by 10% above that required by analysis. Stress increases for steel connector plate values for duration of load are not allowed. 7.No wane, knots, skips, or other defects shall occur in the plated contact area or scarfed area of web members. Plates shall be centered with one required each side of wood truss. 8.The trusses shall be handled and stored in a manner to prevent moisture from being absorbed by the wood. 9.Requirements for truss stability and erection shall comply with the Truss Plate Institute publications entitled "Commentary and Recommendations for Bracing Wood Trusses" and "Commentary and Recommendations for Handling and Erecting Wood Trusses." The contractor shall have copies of these publications on site and shall be familiar with their contents. 10.Shop Drawings: Complete calculations and shop drawings indicating all member forces, stresses, duration factors, lumber grades, dimensions, truss to truss connections, steel truss plate sizes and locations shall be submitted and reviewed by the engineer before fabrication. Each connector shall be dimensioned on the shop drawings as to its exact location at the joint. 3 SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: DUNN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com DIMENSIONS AND ELEVATIONS, AS THEY RELATE TO THE BUILDING IN GENERAL, i.e. GRID TO GRID DIMENSIONS OR DECK BEARING ELEVATIONS, ARE SUPPLIED BY THE ARCHITECT. THEY ARE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. NOTE: THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS DATED 07.25.2012 Th i s d r a w i n g , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v ic e , i s t h e p r o p e r t y o f D U N N A S S O C I A T E S I N C , a n d s h al l n o t b e u s e d , i n w h o l e o r p a r t f o r a n y o t h e r p r o je c t w i t h o u t t h e w r i t t e n p e r m i s s i o n o f a n a u t h o r i z e d r e p r e s e n t a t i v e o f D U N N A S S O C I A T E S I N C . U n a u t h o r i z ed u s e wi l l b e p r o s e c u t e d t o t h e f u l l e s t e x t e n t o f t h e l a w . C o p y r i g h t © 2 0 1 1 b y D U N N A S S O C I A T E S I N C . 100% CONSTRUCTION DOCUMENTSJULY 31, 201201 9/ 1 0 / 2 0 1 2 9 : 3 5 : 3 0 A M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ b r e t t \ D o c u m e n t s \ 1 1 0 0 5 - C e n t r a l - V 1 2 _ B r e t t . r v t GENERAL STRUCTURAL NOTES S002 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S JRS TRM/TAK 11005 100% Construction Documents July 31, 2012 July 31, 2012 100% Construction Documents GENERAL STRUCTURAL NOTES 3Sept 10, 2012Addendum 3 09/10/2012 INSTRUCTIONS TO STEEL FABRICATOR GENERAL MATERIAL SIDEPLATE LICENSE FEE: a) THE STEEL FABRICATOR'S BID PRICE FOR PROCUREMENT, FABRICATION AND ERECTION OF STRUCTURAL AND MISCELLANEOUS STEEL SHALL INCLUDE THE SIDEPLATE® LICENSE FEE FOR THE PROJECT. TO OBTAIN THE SIDEPLATE® LICENSE FEE, EACH PROSPECTIVE STEEL FABRICATOR WHO BIDS THE PROJECT SHALL CONTACT SIDEPLATE® SYSTEMS, INC. BY ACCESSING THE SIDEPLATE WEBSITE (http://www.sideplate.com/fee) TO FORMALLY REQUEST THE SIDEPLATE® LICENSE FEE FOR THE PROJECT. IN THE UNLIKELY EVENT OF WEBSITE TECHNICAL DIFFICULTIES, PROSPECTIVE STEEL FABRICATORS MAY CONTACT SIDEPLATE® SYSTEMS, INC. DIRECTLY VIA TELEPHONE TO REQUEST THAT THE SIDEPLATE® LICENSE FEE BE PROVIDED TO THEM VIA EMAIL. b) UPON THE SUCCESSFUL STEEL FABRICATOR SIGNING A CONTRACT TO FABRICATE STRUCTURAL STEEL FOR THIS PROJECT, THE STEEL FABRICATOR SHALL SUBMIT A PURCHASE ORDER (PO) TO SIDEPLATE SYSTEMS FOR THE TOTAL AMOUNT OF THE SIDEPLATE® LICENSE FEE AND, SHALL INCLUDE SAID FEE IN ITS FIRST CONSTRUCTION DRAW. THE CONTENT OF THE PO SHALL INCLUDE THE LIST OF ITEMS PROVIDED BY SIDEPLATE SYSTEMS WHICH IS AVAILABLE FOR DOWNLOADING FROM http://www.sideplate.com/po. THE SIDEPLATE® LICENSE FEE SHALL BE PAID WITHIN 75 CALENDAR DAYS FROM THE DATE ON WHICH THE LATEST OF THESE TWO EVENTS OCCURS. WITHOUT LIMITATION OF REMEDIES, LATE PAYMENTS SHALL BEAR INTEREST AT THE RATE OF 10% PER ANNUM. THE STEEL FABRICATOR SHALL MAKE PAYMENT OF THE SIDEPLATE® LICENSE FEE DIRECTLY TO: SIDEPLATE SYSTEMS, INC. 23332 MILL CREEK DRIVE, SUITE 225 LAGUNA HILLS, CALIFORNIA 92653 TEL: 949-305-7889 1. THE GOVERNING CODES SHALL CONSIST OF ANSI/AWS D1.1-2008 (AWS D1.1), AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES (MARCH 18,2005), AND ALL APPLICABLE ANSI/AWS D1.8-2009 BUILDING AND JURISDICTIONAL CODES AND PROJECT STANDARDS SPECIFIED IN PROJECT SPECIFICATION 05 12 -00 STRUCTURAL STEEL. WHERE THE REQUIREMENTS DIFFER BETWEEN SIDEPLATE® CONNECTION NOTES, THE GENERAL STRUCTURAL NOTES AND THE GOVERNING CODES, THE MORE STRINGENT CRITERIA SHALL CONTROL. 2. ALPHA AND NUMERIC DESIGNATORS {#} & {#} USED HEREIN TO SIMPLIFY THE IDENTIFICATION OF PLATES, ANGLES AND WELDS, RESPECTIVELY, ARE DEFINED BELOW: {A} SIDE PLATE FOR UNIAXIAL CONNECTIONS, PARALLEL TO WEB OF COLUMN, CONNECTING BEAM TO COLUMN. {B} BEAM FLANGE COVER PLATE BRIDGING BETWEEN SIDE PLATES {A} {C} VERTICAL SHEAR ELEMENT (VSE WHICH CONSISTS OF PLATES AND/OR ANGLES). {D} HORIZONTAL SHEAR PLATE. {E} ERECTION ANGLE {1} FILLET WELD CONNECTING SIDE PLATE {A} TO HORIZONTAL SHEAR PLATE {D} {2} FILLET WELD CONNECTING INSIDE FACE OF SIDE PLATE {A} TO COLUMN [DEMAND CRITICAL] {3} FILLET WELD CONNECTING HORIZONTAL SHEAR PLATE {D} TO FACES OF WEB AND FLANGES (WHERE APPLICABLE) OF COLUMN. {4} FILLET WELD CONNECTING VERTICAL SHEAR PLATE {C} TO FACES OF WEB OF BEAM AND TO EDGE OF ERECTION ANGLE {E}. {5} FILLET WELD CONNECTING EDGE OF BEAM FLANGE TO COVER PLATE {B} [DEMAND CRITICAL] {5a} AS OCCURS, FILLET WELD CONNECTING OUTSIDE SURFACE OF BEAM FLANGE TO COVER PLATE {B} 'U'-SHAPED SLOT [DEMAND CRITICAL]. {6} AS OCCURS, FILLET WELD CONNECTING ERECTION ANGLE {E} TO VERTICAL EDGE OF SIDE PLATE {A} {7} FILLET WELD CONNECTING BEAM FLANGE COVER PLATE {B} AND/OR BEAM FLANGE TO SIDE PLATE {A} [DEMAND CRITICAL] SUBMITTALS 1. IN ADDITION TO THE REQUIRED SUBMITTALS SPECIFIED BY THE BALANCE OF THE CONTRACT DOCUMENTS, THE FOLLOWING SUBMITTALS SHALL BE SENT TO SIDEPLATE SYSTEMS, INC. AT 23332 MILL CREEK DRIVE, SUITE 225, LAGUNA HILLS, CA 92653, PRIOR TO THE START OF THE ACTIVITIES CITED BELOW: a) DETAILING OF SHOP DRAWINGS: PRIOR TO THE START OF THIS ACTIVITY, THE FABRICATION SUBCONTRACTOR SHALL FORMALLY REQUEST THE FOLLOWING FROM SIDEPLATE SYSTEMS, INC.: ●THE NOTICE OF INTELLECTUAL PROPERTY (AutoCAD OR WORD FORMAT) ●THE PATENT LABELS b) SHOP FABRICATION: PRIOR TO THE START OF THIS ACTIVITY, THE CONTRACTOR SHALL SUBMIT TO SIDEPLATE SYSTEMS, FOR ITS REVIEW AND DISPOSITION: ●DISTORTION CONTROL PROGRAM ●QUALITY CONTROL PROGRAM ●WELDING PROCEDURE SPECIFICATIONS (WPS) ●SUPPORTING PROCEDURE QUALIFICATION RECORDS (PQR) ●ONE COPY OF ALL STRUCTURAL STEEL SHOP DRAWINGS THAT EITHER DIRECTLY PERTAIN TO AND/OR AFFECT THE FABRICATION OR ERECTION OF THE SIDEPLATE® STEEL FRAME CONNECTION SYSTEM, INCLUDING THE INITIAL SUBMITTAL AND ALL CORRECTED RE-SUBMITTALS OF AFFECTED SHOP DRAWINGS. 1.PLATE AND ANGLE MATERIAL: a) ALL PLATE MATERIAL SHALL BE ASTM A572, GRADE 50. b) THE ROLLED DIRECTION (I.E., DIRECTION OF GRAIN) OF SIDE PLATES {A} SHALL BE CLEARLY MARKED, USING ANY SUITABLE MEANS, BY THE FABRICATION SUBCONTRACTOR ON EACH CUT PLATE TO INDICATE THE DIRECTION OF ROLL. c) ALL PLATE MATERIAL 2 INCHES THICK AND GREATER SHALL MEET THE FOLLOWING ADDITIONAL REQUIREMENTS: ● ASTM A435 TO PRECLUDE LAMELLAR DISCONTINUITIES ● A MINIMUM CVN TOUGHNESS OF 20 FT-LB. AT A TEMPERATURE OF 70°F IN ACCORDANCE WITH ASTM A6, SUPPLEMENTARY REQUIREMENT S5, AND THE PROVISIONS OF ASTM A673, FREQUENCY P-PIECE TESTING. d) ERECTION ANGLE {E} MATERIAL SHALL BE ASTM A529, GRADE 50, UNO. 2. WELD FILLER METAL: a) THE WELD FILLER METAL AND ASSOCIATED WELDING PROCESS FOR ALL FILLET WELDS SHALL MEET THE REQUIREMENTS OF AWS D1.1 AND D1.8 SECTION 6.3, AND SHALL BE ANY OF THE FOLLOWING, PROVIDED COMPLIANCE WITH NOTES 2.c AND 2.d BELOW IS DEMONSTRATED ●E70T-6, E71T-8 OR E70TG-K2 FOR FCAW ●E7XT-9 FOR FLUX CORED ARC WELDING (FCAW) WITH GAS SHIELDING ●F7A2-EXXX FOR SUBMERGED ARC WELDING (SAW) ●E7018 STICK ELECTRODE FOR SHIELDED METAL ARC WELDING (SMAW) ●ER70S -X, E70C - XM, OR E70C - XC FOR GMAW (EXCEPT SHORT CIRCUIT TRANSFER) c) THE WELD FILLER METAL USED FOR FILLET WELDS TO CONSTRUCT THE SIDEPLATE® CONNECTION SYSTEM PRESENTED HEREIN SHALL DEMONSTRATE AN ENERGY EQUIVALENT TO A MINIMUM CVN TOUGHNESS OF 20 FT-LBS. IMPACT STRENGTH AT A TEMPERATURE OF -20°F AND 40 FT-LBS. IMPACT STRENGTH AT 70°F AS DETERMINED BY AWS CLASSIFICATION TEST METHODS OR MANUFACTURER CERTIFICATION. d) ALL WELD FILLER METAL SHALL SATISFY A MAXIMUM DIFFUSIBLE HYDROGEN CONTENT REQUIREMENT PER AWS D1.8, SECTION 6.3.2 OF 16 MILLILITERS OF HYDROGEN PER 100 GRAMS OF WELD METAL (H16) OR LESS. e) REFER TO AISC 341 APPENDIX W, SECTION W5.1, FOR REQUIREMENTS WHEN MIXING FCAW-S WITH OTHER WELD PROCESSES. 3. ROLLED SHAPES AND WELDED BUILT-UP SHAPES: a) ALL ROLLED SHAPES USED FOR COLUMNS AND BEAMS IN CONSTRUCTING SIDEPLATE® MOMENT FRAMES SHALL BE ASTM A992 GRADE 50 UNO. b) HEAVY SHAPES (AS OCCURS): ●FOR EACH DIFFERENT SIZE OF STEEL FRAME COLUMNS AND BEAMS IDENTIFIED IN THE CONTRACT DOCUMENTS INVOLVING ASTM A6 HOT-ROLLED SHAPES WITH FLANGES 1 1/2 INCHES THICK OR THICKER, AND/OR PLATE 2 INCHES THICK OR THICKER USED TO CONSTRUCT WELDED BUILT-UP SECTIONS, CHARPY V-NOTCH (CVN) TOUGHNESS TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH THE PROVISIONS OF ASTM A673, AS FOLLOWS: ●●FREQUENCY H - HEAT TESTING FOR CITED ASTM A6 GROUP SHAPES AND/OR THRESHOLD OF FLANGE THICKNESS. ●●FREQUENCY P - PIECE TESTING FOR CITED THRESHOLD OF PLATE THICKNESS. ●A MINIMUM CVN TOUGHNESS OF 20 FT-LB AT A TEMPERATURE OF 70° F, IN ACCORDANCE WITH ASTM A6, SUPPLEMENTARY REQUIREMENT S5, SHALL BE DOCUMENTED IN THE CMTR. ●●IF THE CERTIFIED MILL TEST REPORT DOES NOT DOCUMENT THE MINIMUM CVN VALUES, A COUPON SHALL BE REMOVED FROM THE END OF EACH MEMBER SHAPE SAMPLED AND/OR FROM THE END OF EACH PIECE OF PLATE TO BE TESTED. THE LENGTH OF COUPON SHALL BE ORIENTED PARALLEL TO THE LONGITUDINAL AXIS OF THE MEMBER. THE TEST SPECIMEN SHALL BE MACHINED FROM EACH COUPON, EXCEPT THE LONGITUDINAL AXIS OF THE TEST SPECIMEN FOR HEAVY ROLLED SHAPES SHALL BE LOCATED AS NEAR AS PRACTICABLE TO A POINT MIDWAY BETWEEN THE INNER FLANGE SURFACE AND THE CENTER OF FLANGE THICKNESS, AT THE INTERSECTION OF THE WEB MID-THICKNESS, IN ACCORDANCE WITH THE AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, SECTION A3-1C, HEAVY SHAPES. PREPARATION 1. THE CONTRACTOR'S FABRICATION AND ERECTION SUBCONTRACTOR SHALL EMPLOY A DISTORTION CONTROL PROGRAM AND SHALL SUBMIT IT TO SIDEPLATE SYSTEMS INC. FOR ITS REVIEW AND DISPOSITION PRIOR TO START OF SIDEPLATE® MOMENT FRAME FABRICATION. THE DISTORTION CONTROL PROGRAM SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF AWS D1.1 SECTION 5.21 AND 5.22 TO ENSURE THAT THE FOLLOWING ARE MAINTAINED: ●DIMENSIONAL ACCURACY ●FRAMING AND ALIGNMENT TOLERANCES ●COMPLIANCE WITH AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, SECTION 7.0, ERECTION PROVISIONS ●CONTROL OF DISTORTION AND WELD SHRINKAGE 2. BASE METAL SURFACE PREPARATION: SURFACES ON WHICH WELD METAL IS TO BE DEPOSITED, INCLUDING BUT NOT LIMITED TO COLUMN FLANGE TIPS (I.E., COLUMN FLANGE-TO-SIDE PLATE {A} ATTACHMENT), BEAM FLANGE TIPS (I.E., BEAM FLANGE-TO-COVER PLATE {B} ATTACHMENT), AND THERMAL CUT EDGES (E.G., LONGITUDINAL EDGES OF COVER PLATE {B} ), SHALL BE SMOOTH, UNIFORM, AND FREE FROM LOOSE OR THICK SCALE, SLAG, RUST, MOISTURE, GREASE AND OTHER FOREIGN MATERIAL THAT WOULD PREVENT PROPER WELDING. 3. THERMAL CUTTING: a) THE ROUGHNESS OF ALL THERMAL-CUT SURFACES SHALL BE NO GREATER THAN AN ANSI SURFACE ROUGHNESS VALUE OF 1000 MICRO-INCHES. ROUGHNESS EXCEEDING THIS VALUE, AND NOTCHES OR GOUGES NOT MORE THAN 3/16 INCH DEEP, ON OTHERWISE SATISFACTORY SURFACES SHALL BE REMOVED BY MACHINING OR GRINDING. b) FLAME CUT SURFACES SHALL BE FREE OF GLOBULES AND LOOSE SLAG. THE THERMAL CUTTING EQUIPMENT SHALL BE SO ADJUSTED AND MANIPULATED AS TO AVOID CUTTING BEYOND (INSIDE) THE PRESCRIBED LINES. c) THERMAL CUTTING PROCESSES SHALL BE LIMITED TO PLASMA ARC-CUTTING OR OXYFUEL GAS PROCESSES. WELDING 1. WELDER QUALIFICATION: THE PERFORMANCE OF ALL WELDERS, WELDING OPERATORS AND TACK WELDERS SHALL BE QUALIFIED IN CONFORMANCE WITH AWS D1.1, SECTION 4, PART C TO DEMONSTRATE ABILITY TO PRODUCE SOUND WELDS. 2. WELDING PROCEDURE SPECIFICATIONS (WPS): a) THE CONTRACTOR SHALL PREPARE A SPECIFIC WRITTEN WPS FOR EVERY DIFFERENT WELDING APPLICATION DIFFERENT WELDING APPLICATIONS INCLUDE, BUT ARE NOT LIMITED TO, THE JOINT DETAILS AND TOLERANCES, PREHEAT AND INTERPASS TEMPERATURE, SINGLE OR MULTIPLE STRINGER PASSES, WELDING CURRENT, POLARITY, ALLOWABLE AMPERAGE RANGES, ALLOWABLE VOLTAGE RANGES, ALLOWABLE TRAVEL SPEED RANGES, ELECTRODE EXTENSION, ROOT TREATMENT, WELDING POSITION, WELDING PROCESS, ELECTRODE MANUFACTURER, FILLER METAL TRADE NAME FOR THE ELECTRODE TYPE SELECTED, AND OTHER ESSENTIAL VARIABLES AS DEFINED IN AWS D1.1 REQUIRED TO COMPLETE THE FABRICATION AND ERECTION OF THE SPECIFIED SIDEPLATE® CONNECTIONS. AMPERAGE, VOLTAGE, TRAVEL SPEED AND ELECTRODE EXTENSION SHALL BE WITHIN THE FILLER METAL MANUFACTURER'S RECOMMENDATIONS. b) EACH WPS PREPARED SHALL BE BASED ON AND REFERENCED TO A DOCUMENTED PROCEDURE QUALIFICATION RECORD (PQR). PREVIOUS WPS QUALIFICATION PERFORMED BY THE CONTRACTOR'S FABRICATION/ERECTION SUBCONTRACTOR THAT COMPLIES WITH THE PROVISIONS HEREIN MAY SATISFY THIS REQUIREMENT. EACH WPS AND SUPPORTING PQR SHALL BE SUBMITTED TO THE ENGINEER OF RECORD, AND TO SIDEPLATE SYSTEMS, INC. FOR REVIEW AND DISPOSITION PRIOR TO STARTING THE WORK. c) THE APPROVED WPS FOR EACH APPLICABLE PRODUCTION WELD, FOR THE WORK TO BE PERFORMED, SHALL BE CLEARLY DISPLAYED TO PROVIDE READY ACCESS BY THE ASSIGNED WELDERS, WELDING SUPERVISORS AND INSPECTORS. d) EACH WPS SHALL BE PREPARED BY A QUALIFIED INDIVIDUAL WHO IS RESPONSIBLE FOR THE SUITABILITY OF THE WPS. 3. WELDING PROCEDURE QUALIFICATION RECORDS (PQR): a) DOCUMENTED PROCEDURE QUALIFICATION RECORDS SHALL BE MAINTAINED BY THE CONTRACTOR'S FABRICATION/ERECTION SUBCONTRACTOR. PROCEDURE QUALIFICATION SHALL CONFORM TO THE REQUIREMENTS OF AWS D1.1, TABLE 4.1 AND EMPLOY THE FOLLOWING TESTING METHODS AND ACCEPTANCE CRITERIA: ●VISUAL INSPECTION IN ACCORDANCE WITH AWS D1.1, SECTION 4.8.1. ●ULTRASONIC TESTING (UT) BEFORE PREPARING MECHANICAL TEST SPECIMENS, IN ACCORDANCE WITH AWS D1.1, SECTION 4.8.2. ●MECHANICAL TESTING IN ACCORDANCE WITH AWS D1.1, SECTION 4.8.3. THE TYPE AND NUMBER OF TEST SPECIMENS, FOR EACH QUALIFIED PRODUCTION WELDING POSITION, SHALL BE PER AWS D1.1, TABLE 4.2 (1), USING A GROOVE WELD TEST PLATE PER FIGURE 4.10(2). ●ALTERNATELY, FOR FILLET WELDS ONLY, QUALIFICATION BY MECHANICAL TESTING MAY BE SATISFIED BY A CONSUMABLES VERIFICATION TEST IN ACCORDANCE WITH AWS D1.1, SECTION 4.11.3 USING A GROOVE WELD TEST PLATE PER FIGURE 4.23, WELDED IN THE FLAT POSITION; FOLLOWED BY MACROETCH TEST IN ACCORDANCE WITH AWS D1.1, SECTION 4.11.2, USING A FILLET WELDED T-JOINT TEST PLATE PER FIGURE 4.19 FOR EACH QUALIFIED PRODUCTION WELDING POSITION. THE TYPE AND NUMBER OF TEST SPECIMENS, FOR EACH QUALIFIED PRODUCTION WELDING POSITION, SHALL BE PER AWS D1.1, TABLE 4.4. ●CHARPY V-NOTCH IMPACT TESTING OF THE WELD METAL IN ACCORDANCE WITH AWS D1.1, SECTION 4.1.1.3. THE REQUIRED TEST TEMPERATURE AND ENERGY VALUE SHALL BE THAT SPECIFIED IN MATERIAL SECTION 2.C. THE TYPE AND NUMBER OF NOTCH TOUGHNESS SPECIMENS, FOR EACH QUALIFIED PRODUCTION WELDING POSITION, SHALL BE PER AWS D1.1, ANNEX III, TABLE III-1. ONE SPECIMEN MAY BE LESS THAN THE MINIMUM AVERAGE OF 20 FT-LBS., BUT NOT LESS THAN 15 FT-LBS. b) ALL PROCEDURE QUALIFICATION TESTING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE PERFORMED BY AN INDEPENDENT TESTING LABORATORY CERTIFIED BY THE APPLICABLE GOVERNMENTAL BODY AND APPROVED BY THE JURISDICTIONAL AGENCY. c) IN LIEU OF THE REQUIREMENTS OF 3.a AND 3.b, A CURRENT CERTIFICATE OF CONFORMANCE PROVIDED BY THE WIRE MANUFACTURE MAY BE USED AS THE SUPPORTING PQR PROVIDED FULL COMPLIANCE WITH EVERY SINGLE CONDITION OF PREQUALIFICATION FOUND IN AWS D1.1 SECTION 3 FOR PREQUALIFIED FILLET AND CJP WELDS. THE SELECTION OF THIS OPTION BY THE CONTRACTOR'S FABRICATION/ERECTION SUBCONTRACTOR IS PREDICATED ON ITS ACKNOWLEDGEMENT THAT ITS CERTIFIED WELDERS ARE EXPERIENCED AND CONFIDENT IN THE USE AND SETTINGS SPECIFIED IN THE CERTIFICATE OF CONFORMANCE WITH THE ALLOWABLE TOLERANCES FOR ESSENTIAL VARIABLES FOUND IN TABLE 4.5 OF AWSD1.1. COMBINATIONS OF WELDING VARIABLES SHALL PRODUCE HEAT INPUTS WITHIN THE RANGE QUALIFIED BY THE ELECTRODE MANUFACTURER'S HEAT INPUT ENVELOPE TESTING OF FILLER METALS AS REQUIRED BY AWS D1.8 ANNEX A. IN NO CASE SHALL THE HEAT INPUT BE LOWER OR HIGHER THAN 30 KJ/IN - 80 KJ/IN, REGARDLESS OF ELECTRODE MANUFACTURER TEST DATA. 4. TACK WELDS: a) TACK WELDS SHALL BE PLACED WHERE THEY WILL BE INCORPORATED INTO A FINAL WELD AND SHALL BE SUBJECT TO THE SAME QUALITY REQUIREMENTS AS THE FINAL WELDS, INCLUDING POSITION, PREHEAT AND UNDERCUT, IN ACCORDANCE WITH AWS D1.1, SECTION 5.18.2 AND AWS D1.8, SECTION 6.16. THESE QUALITY REQUIREMENTS SHALL APPLY EQUALLY TO TACK WELDING OF ANY OTHER CONSTRUCTIONS AID b) TACK WELDS BETWEEN SIDE PLATE {A}, AND FLANGE EDGES OF COLUMN SHALL NOT BE PLACED WITHIN 3 INCHES OF EACH END OF WELD {2}, AND THEY SHALL NOT BE PERMITTED ACROSS THE COLUMN'S FLANGE THICKNESS. c) TACK WELDS BETWEEN SIDE PLATES {A}, AND COVER PLATES {B} , AND TACK WELDS BETWEEN BEAM FLANGE TIPS AND COVER PLATES {B} , SHALL NOT BE PLACED WITHIN 3 INCHES OF EACH END OF WELD {7} OR WELD {5} , RESPECTIVELY. d) ALIGNMENT CONTROL METHODS TO MAINTAIN THE NECESSARY SEPARATION DISTANCE REQUIRED TO INSTALL BEAM ASSEMBLY INCLUDE, BUT ARE NOT LIMITED TO, TACK WELDING OF TEMPORARY ANGLE STRUTS ('DOGS') TO TOP AND BOTTOM FREE EDGES OF SIDE PLATE {A}. 5. WELD RUN-OFF TABS SHALL NOT BE USED FOR FILLET WELDS. 6. PREHEAT AND INTERPASS TEMPERATURE REQUIREMENTS: a) THE MINIMUM PREHEAT AND INTERPASS TEMPERATURES FOR A GIVEN THICKNESS OF BASE METAL TO BE WELDED SHALL BE IN ACCORDANCE WITH AWS D1.1 TABLE 3.2. b) IN NO CASE, REGARDLESS OF THE WELDING PROCESS, SHALL THE PREHEAT TEMPERATURE BE LESS THAN THAT REQUIRED TO DRIVE OFF ANY SURFACE MOISTURE OR CONDENSATION WHICH MAY BE PRESENT ON THE STEEL ELEMENTS TO BE WELDED. c) PREHEAT TEMPERATURES SHALL BE MEASURED AT A DISTANCE FROM THE WELD EQUAL TO THE THICKNESS OF THE PART BEING WELDED, BUT NOT LESS THAN THREE INCHES IN ANY DIRECTION INCLUDING THE THROUGH THICKNESS OF THE PIECE. WHERE PLATES ARE OF DIFFERENT THICKNESS, THE PREHEAT REQUIREMENT FOR THE THICKER PLATE SHALL GOVERN. MAINTENANCE OF PREHEAT TEMPERATURE THROUGH THE EXECUTION OF THE WELD (I.E. THE INTERPASS TEMPERATURE) IS ESSENTIAL. MAXIMUM INTERPASS TEMPERATURE SHALL NOT EXCEED 550 DEGREES FAHRENHEIT, MEASURED AT A DISTANCE NOT EXCEEDING THREE INCHES FROM THE START OF THE WELD PASS. WELDING OPERATORS AND INSPECTORS SHALL BE IN POSSESSION OF AND UTILIZING TEMPERATURE MEASURING DEVICES. d) MAXIMUM INTERPASS TEMPERATURES SHALL BE PER AWS D1.8 SECTION 6.5. 7. ALL SLAG SHALL BE REMOVED AFTER EACH WELD PASS AND THE WELD AND THE ADJACENT BASE METAL SHALL BE CLEANED BEFORE WELDING OVER PREVIOUSLY DEPOSITED WELD METAL. THIS REQUIREMENT SHALL APPLY NOT ONLY TO SUCCESSIVE LAYERS BUT ALSO TO SUCCESSIVE BEADS AND TO THE CRATER AREA WHEN WELDING IS RESUMED AFTER ANY INTERRUPTION, IN ACCORDANCE WITH AWS D1.1 SECTION 5.30.1. 8. ARC STRIKES WITHIN THE PROTECTED ZONE OF THE BEAM, AND ON BOTH THE INTERIOR AND EXTERIOR FACES OF SIDE PLATES {A}, WITHIN THE TOP AND BOTTOM 6 INCHES OF PLATE HEIGHT, SHALL BE AVOIDED. 9. WELD END TERMINATIONS FOR RECESSED PLATE {D} OPTION ONLY (AS OCCURS FOR THE WELD {3} ONLY ON THE COLUMN WEB AND FLANGES): a) IN ORDER TO PREVENT TIE-IN BETWEEN THE ENDS OF WELD {3} , CLOSEST TO THE INSIDE FACE OF SIDE PLATE {A} , AND WELD {1} , THE ENDS OF WELD {1} SHALL BE HELD BACK FROM THE FLANGE TIP OF COLUMN BY A DISTANCE EQUAL TO WELD {3} PLUS 1/8". IN NO CASE SHALL A WELD TIE-IN BETWEEN THE ENDS OF WELD {1} AND THE ENDS OF WELD {3} CLOSEST TO THE INSIDE FACE OF SIDE PLATE {A} BE ALLOWED. FABRICATION PRIORITY IS GIVEN HEREIN TO WELDING FILLET WELD {3} ALONG ITS FULL DISTANCE. 10. PEENING SHALL NOT BE ALLOWED. QUALITY CONTROL 1. THE CONTRACTOR'S FABRICATION/ERECTION SUBCONTRACTOR SHALL BE RESPONSIBLE FOR QUALITY CONTROL BY PROVIDING, AS A MINIMUM, IN-PROCESS VISUAL INSPECTION OF ALL FABRICATION AND ERECTION ACTIVITIES TO ENSURE THAT MATERIALS AND WORKMANSHIP MEET THE REQUIREMENTS OF THE CONTRACT DOCUMENTS, AND SHALL INCLUDE WORK PERFORMED PRIOR TO ASSEMBLY. SUCH WORK SHALL INCLUDE BUT NOT BE LIMITED TO VERIFYING THAT EFFECTIVE PROCEDURES AND METHODS HAVE BEEN EMPLOYED IN THE FORM OF AN EFFECTIVE DISTORTION CONTROL PROGRAM TO ACCOUNT FOR AND COUNTERACT THE EFFECTS OF WELD SHRINKAGE, EXISTING BEAM SWEEP AND CAMBER, AND CHANGES IN MOMENT FRAME GEOMETRY DUE TO SKEWED AND CURVED DESIGN CONFIGURATIONS (AS OCCURS), TO ENSURE COMPLIANCE WITH SPECIFIED ERECTION AND ALIGNMENT TOLERANCES. QC INSPECTION SHALL INCLUDE HOLD POINTS FOR THE FOLLOWING: FULL-LENGTH BEAM APPLICATIONS: a) COLUMN TREE ASSEMBLY i. QC INSPECTION SHALL PROVIDE A HOLD POINT AFTER PLACEMENT OF WELD {2}, COOLING OF WELD {2} AND REMOVAL OF BOTTOM 'DOG' TO VERIFY MINIMUM DIMENSION 'Z' AT BOTTOM OF SIDE PLATES AND TO ASCERTAIN IF REQUIRED RATTLE SPACE WILL BE PROVIDED BASED ON THE DETAILED WIDTH OF TOP COVER PLATE {B} (SEE GRAPHIC NO. 5). b) FULL-LENGTH BEAM ASSEMBLY i. VERIFICATION OF PERPENDICULAR ALIGNMENT BETWEEN TOP FACE OF BOTTOM COVER PLATE {B} AND WEB OF FULL-LENGTH BEAM, TO MINIMIZE, IF NOT ELIMINATE, ANY POTENTIAL ROOT GAP BETWEEN BOTTOM EDGE OF EACH SIDE PLATE {A}, AND TOP FACE OF THE BOTTOM COVER PLATE {B} WHEN THE FULL-LENGTH BEAM HAS BEEN LIFTED INTO PLACE. ii. VERIFICATION THAT THE CENTER OF BOTTOM ERECTION BOLT HOLE IS 6 INCHES ABOVE THE TOP FACE OF THE BOTTOM COVER PLATE {B}. iii. VERIFICATION THAT THE ENTIRE EXTERIOR FACE OF THE OUTSTANDING LEG OF VERTICAL SHEAR ELEMENT ANGLE IS PARALLEL TO THE WEB OF THE FULL-LENGTH BEAM. IN NO CASE SHALL VERTICAL SHEAR ELEMENT ANGLE EXTEND BEYOND THE EDGE OF TOP COVER PLATE {B}. 2. EXPOSURE LIMITATIONS ON FCAW ELECTRODES: a) AFTER REMOVAL FROM PROTECTIVE PACKAGING, THE PERMISSIBLE ATMOSPHERIC EXPOSURE TIME OF FCAW ELECTRODES SHALL BE LIMITED AS FOLLOWS: EXPOSURE SHALL NOT EXCEED THE ELECTRODE MANUFACTURER'S GUIDELINES AND SHALL BE IN ACCORDANCE WITH AWS D1.8 SECTION 6.4. 3. FILLET WELD FIT-UP TOLERANCES: a) THE PARTS TO BE JOINED BY FILLET WELDS SHALL BE BROUGHT INTO AS CLOSE CONTACT AS PRACTICABLE, USING AS NECESSARY SUITABLE CLAMPING MEANS. THE ROOT OPENING (I.E., THE FIT-UP GAP) SHALL NOT EXCEED 3/16 INCH. FOR FILLET WELD ROOT GAPS GREATER THAN 1/16 INCH, THE LEG SIZE (I.E., THE SPECIFIED SIZE) OF FILLET WELD SHALL BE INCREASED BY THE AMOUNT OF THE ROOT OPENING. 1. IN ADDITION TO ALL OTHER QUALITY ASSURANCE INSPECTION ACTIVITIES, THE OWNER'S VERIFICATION INSPECTOR SHALL BE RESPONSIBLE FOR: a) MAGNETIC PARTICLE TESTING (MT) SHALL BE PROVIDED IN ACCORDANCE WITH AWS D1.1, ASTM E709 AND ASTM E1444 FOR PROCEDURE AND TECHNIQUE FOR FILLET WELDS {7} . INSPECT THE BEGINNING AND END OF THESE WELDS FOR A 6 INCH LENGTH, PLUS ANY LOCATION ALONG THE LENGTH OF THE WELD WHERE A START AND RESTART IS VISUALLY NOTED FOR A DISTANCE OF 6 INCHES ON EITHER SIDE OF THE STOP/START LOCATION. THE STANDARDS OF ACCEPTANCE SHALL BE IN ACCORDANCE WITH AWS D1.1, ASTM E709 AND ASTM E1444. b) EACH WPS AND SUPPORTING PQR SHALL BE SUBMITTED TO THE ENGINEER OF RECORD, AND TO SIDEPLATE FOR REVIEW AND APPROVAL PRIOR TO THE START OF FABRICATION. c) TO ASSURE THE PROPER AMPERAGE AND VOLTAGE OF THE WELDING PROCESS, THE USE OF HAND HELD CALIBRATED AMP AND VOLT METERS SHALL BE USED. THIS EQUIPMENT SHALL BE USED BY THE FABRICATOR, ERECTOR, AND THE INSPECTOR. AMPERAGE AND VOLTAGE SHALL BE MEASURED NEAR THE ARC. TRAVEL SPEED AND ELECTRODE STICK OUT SHALL BE VERIFIED TO BE IN COMPLIANCE WITH THE APPROVED WPS. d) VISUAL INSPECTION SHALL BE PERFORMED ON ALL SHOP AND FIELD WELDS. e) ALL WELDERS ON THE PROJECT SHALL BE CAPABLE OF UNDERSTANDING AND FOLLOWING THE REQUIREMENTS OF THE WRITTEN WPS. f) EACH WELDER EMPLOYED ON THE PROJECT SHALL UNDERSTAND ALL THE REQUIREMENTS OF THE WELDING SPECIFICATION(S) BEFORE WELDING ON THE PROJECT. g) WHERE WELDING OF HORIZONTAL SHEAR PLATE {D} OR VERTICAL SHEAR PLATE {C} ENCROACH INTO THE K-AREA (AS DEFINED IN AISC 341-10), THE WEB SHALL BE TESTED FOR CRACKS USING MAGNETIC PARTICLE TESTING (MT). THE MT INSPECTION AREA SHALL INCLUDE THE K-AREA BASE METAL WITHIN 3 IN. (75 MM) OF THE WELD.THE MT SHALL BE PERFORMED NO SOONER THAN 48 HOURS FOLLOWING COMPLETION OF THE WELDING. QUALITY ASSURANCE PROTECTED ZONES 1. PER AISC 341 SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS, SECTION 7.4, SPECIAL (SMF) AND INTERMEDIATE (IMF) MOMENT FRAME SYSTEMS SHALL HAVE DESIGNATED PROTECTED ZONES AS FOLLOWS: BEAM ●THE PROTECTED ZONE STARTS FROM THE VERTICAL EDGE OF SIDE PLATE {A}, AWAY FROM THE COLUMN, AND ENDS 0.83 TIMES THE DEPTH OF THE BEAM, SEE SIDEPLATE® TYPICAL DETAILS. SIDE PLATE —●THE PROTECTED ZONE FOR THE SIDE PLATES {A} ARE DEFINED AS A RECTANGULAR AREA CENTERED AT THE COLUMN/BEAM SEPARATION (GAP) ALONG THE TOP AND BOTTOM EDGES OF THE SIDE PLATES {A}. SEE SIDEPLATE® TYPICAL DETAILS. NOTE WELDS {1}, {2}, {5} & {7} ARE ACCEPTABLE IN THESE ZONES. INTELLECTUAL PROPERTY 1. IN ORDER TO SAFEGUARD THE AUTHORIZED USE AND INTELLECTUAL PROPERTY OF THE PATENTED SIDEPLATE® CONNECTION TECHNOLOGY, THE CONTRACTOR SHALL REQUIRE ITS FABRICATION SUBCONTRACTOR TO SATISFY THE FOLLOWING REQUIREMENTS: a) A NOTICE OF INTELLECTUAL PROPERTY, IDENTICAL TO THAT PROVIDED ON THIS SHEET, SHALL BE AFFIXED ON EACH SHEET OF SHOP DETAIL DRAWINGS CONTAINING SIDEPLATE® SYSTEM INFORMATION WHICH DISCLOSES IN ANY WAY THE SIDEPLATE® CONNECTION CONCEPT PRIOR TO RELEASING SUCH INFORMATION FOR ITS INTENDED USE. SUCH NOTICE SHALL BE PROVIDED TO THE CONTRACTOR'S FABRICATION SUBCONTRACTOR BY SIDEPLATE SYSTEMS, INC. IN A FORMAT SUITABLE TO THE NEEDS OF THE FABRICATION SUBCONTRACTOR'S DETAILER. b) PATENT LABEL SHALL BE APPLIED ON THE OUTSIDE FACE OF ONE OF THE TWO BOTTOM HORIZONTAL STIFFENER PLATES {D}, OF EACH MOMENT CONNECTION, IN COMPLIANCE WITH THE PATENT AND INTELLECTUAL PROPERTY LAWS OF THE UNITED STATES OF AMERICA. CONSTRUCTION GUIDELINES 1. THE CONTRACTOR SHALL ASSUME FULL AND COMPLETE RESPONSIBILITY FOR THE MEANS AND METHODS OF CONSTRUCTING THE STEEL FRAME USING THE SIDEPLATE® CONNECTION SYSTEM. CONSTRUCTION MEANS AND METHODS SHALL BE COMPLIANT WITH THE CURRENT PROVISIONS OF AWS D1.1, AND WITH THE CONSTRUCTION GUIDELINES PROVIDED HEREIN; AND SHALL INCLUDE, BUT ARE NOT LIMITED TO: a) DIMENSIONAL VERIFICATION AND CONTROL b) FILLET WELD END PROFILE AND TERMINATION DISTANCE FROM EDGE OF PLATE c) STEEL DETAILING AND ERECTION DRAWINGS d) FABRICATION AND ERECTION PROCEDURES (INCLUDING METHODS FOR CONTROLLING DISTORTION DUE TO WELD SHRINKAGE, AND FOR CONTROLLING COMBINED MILL, FABRICATION AND ERECTION TOLERANCES) e) WELDING PROCEDURES f) WELDING SEQUENCE OF FABRICATED AND ERECTED ELEMENTS g) QUALITY CONTROL MEASURES h) CONSTRUCTION STRUCTURES SUCH AS ERECTION RIGGING AND SHORING 2. THE SEQUENCE OF CONSTRUCTION OPTIONS PROVIDED BELOW IN THESE CONSTRUCTION GUIDELINES HAVE PROVEN TO BE SUCCESSFUL BY STEEL FABRICATORS AND ERECTORS TO COST EFFICIENTLY CONSTRUCT THE SIDEPLATE® CONNECTION SYSTEM. VARIATIONS TO THESE CONSTRUCTION SEQUENCE OPTIONS PROVIDED BELOW SHALL BE SUBMITTED FOR REVIEW AND DISPOSITION TO SIDEPLATE SYSTEMS, INC. 3. A PRE-FABRICATION KICK-OFF MEETING IS REQUIRED FOR ALL PROJECTS. 4. WELD END PROFILE OF FILLET WELDS: a) THE START AND STOP OF FILLET WELDS {1}, {2}, {3},{5a} AND {7} SHALL BE ACCOMPLISHED BY STEPPED STRINGER PASSES STARTING FROM EACH END OF ROOT PASS. STEPPED PASSES SHALL BE STACKED AT AN ANGLE THAT IS BETWEEN 45° AND 90° WITHOUT OVERLAPPING, UNO b) START OR STOP FILLET WELDS AS DEFINED BELOW IN GRAPHIC NO. 1. NO WRAP AROUND WILL BE ALLOWED. GRAPHIC NO. 1 - FILLET WELD END PROFILE FOR FILLET WELDS {1}, {2}, {3}, AND {7}{5a} c) THE END OF FILLET WELD {5}, FURTHEST FROM BEAM END, SHALL BE ACCOMPLISHED BY STEPPED STRINGER PASSES STARTING FROM THE END OF THE PREVIOUSLY DEPOSITED STRINGER PASS. THE ROOT PASS SHALL START A DISTANCE FROM END OF COVERPLATE PER THE HOLDBACKS CALLED OUT IN THE SIDEPLATE CONNECTION SCHEDULE. STEPPED PASSES SHALL BE STACKED PER GRAPHIC 2 BELOW. 3/8" (±1/4"), TYP. WELD {2} SHALL BE PLATE {A} THICKNESS +1/2", 1 1/2" MIN.45.00° TO 90° 4. WEB/FLANGE FILLET AREA (K-LINE): a) UNLESS NOTED OTHERWISE, VERTICAL SHEAR PLATES {C} AND HORIZONTAL SHEAR PLATES {D} SHALL HAVE THEIR INSIDE CORNERS CLIPPED PER AWS D1.8 CLAUSE 4 TO PREVENT WELDING IN THE K-AREA BETWEEN WEB AND FLANGE. THE DIMENSIONS OF THE CLIPPED CORNER SHALL BE DETAILED ON THE SHOP DRAWINGS AND SHALL BE SUCH THAT THE WELD FROM THE PLATE TO THE WEB STARTS AND STOPS A DISTANCE OF 11/2" FROM THE TANGENT OF THE FLANGE TO WEB FILLET (I.E., THE AISC 'K' DIMENSION). b) WELD {3} RETURNS ON THE INSIDE FACE OF THE COLUMN FLANGES (AS OCCURS): IN NO CASE SHALL A WELD TIE-IN OF WELD {3} BE ALLOWED ACROSS THE CLIPPED CORNER OF THE HORIZONTAL SHEAR PLATES {D}, AT THE K-LINE BETWEEN WEB AND FLANGE. c) WHERE WELDING OF HORIZONTAL SHEAR PLATE {D} OR VERTICAL SHEAR PLATE {C} ENCROACH INTO THE K-AREA (AS DEFINED IN AISC 341-10), THE WEB SHALL BE TESTED FOR CRACKS USING MAGNETIC PARTICLE TESTING (MT). THE MT INSPECTION AREA SHALL INCLUDE THE ACCESSIBLE K-AREA BASE METAL WITHIN 3 INCHES. 1. LICENSE REQUIREMENTS FOR THE USE OF SIDEPLATE® CONNECTION TECHNOLOGY ON INDIANAPOLIS TEMPLE MEZZANINE, INDIANAPOLIS, IN - SIDEPLATE PROJECT TRACKING NUMBER 12035-A-0 ® GRAPHIC NO. 2 - WELD END PROFILE & TERMINATION OF FILLET WELD {5}, FURTHEST FROM BEAM END) BEAM FLANGE BEAM WEBBEAM END WELD END PER GRAPHIC NO. 1 COVER PLATE {B} 60° (±10°) VERT 60° (±10°) HORIZ HOLDBACK PER SIDEPLATE CONNECTION SCHEDULE (+1/2-0) 1. COLUMN TREE ASSEMBLY FOR UNIAXIAL CONNECTIONS (CONSISTS OF COLUMN SECTION, TOP AND BOTTOM HORIZONTAL SHEAR PLATES {D}, AND SIDE PLATES {A}). a) TACK SIDE PLATES {A} AND HORIZONTAL SHEAR PLATES {D} TO THE COLUMN. b) WELD HORIZONTAL SHEAR PLATES {D} TO COLUMN USING FILLET WELDS {3} ON OUTER FACE OF PLATE. WHEN APPLICABLE, A WELD TIE-IN OF FILLET WELDS {3} SHALL NOT BE ALLOWED ACROSS THE CLIPPED CORNER OF HORIZONTAL SHEAR PLATE {D} AT THE K-LINE AREA. SEE PREPARATION NOTE 4.a. c) WELD HORIZONTAL SHEAR PLATES {D} TO SIDE PLATE {A} USING FILLET WELD {1}. d) TEMPORARILY MAINTAIN FLARED-OUT SEPARATION OF SIDE PLATES {A}, IN ANTICIPATION OF WELD {2} SHRINKAGE EFFECTS, BY SUITABLE CONSTRUCTION AIDS (SUCH AS ANGLE IRON 'DOGS', PIPES OR STRUTS) AT THE TOP AND BOTTOM OF THE SIDE PLATE {A}. THEY MAY BE CUT TO FIT AND BEAR ON THE INSIDE FACE OF THE SIDE PLATES OR CUT LONG AND TACKED TO THE EDGES OF THE SIDE PLATES. SUCH CONSTRUCTION AIDS ACT AS SPACERS DURING THE WELDING AND SUBSEQUENT COOL DOWN OF FILLET WELDS {2}. SEE GRAPHIC NO. 4. d) NON-COMPLIANCE WITH WELD END PROFILES SHALL BE DOCUMENTED AND SUBMITTED TO SIDEPLATE SYSTEMS, INC. FOR REVIEW AND DISPOSITION e) THE START, STOP AND APPLICABLE PROFILE OF EACH FILLET WELD END SHALL BE NOTED ON THE SHOP DRAWINGS SHOP FABRICATION OF THE SIDEPLATE FRAME® SYSTEM (THE SIDEPLATE FRAME® SYSTEM CONSISTS OF FIELD LIFTING AND PLACING A FULL-LENGTH BEAM ASSEMBLY BETWEEN SIDE PLATES {A} OF OPPOSING COLUMN TREE ASSEMBLIES). GRAPHIC NO. 3 SIDEPLATE FRAME® SYSTEM FIELD ERECTION METHOD LIFT INTO PLACE FULL-LENGTH BEAM ASSEMBLY COLUMN TREE ASSEMBLY SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: DUNN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com DIMENSIONS AND ELEVATIONS, AS THEY RELATE TO THE BUILDING IN GENERAL, i.e. GRID TO GRID DIMENSIONS OR DECK BEARING ELEVATIONS, ARE SUPPLIED BY THE ARCHITECT. THEY ARE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. NOTE: THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS DATED 07.25.2012 Th i s d r a w i n g , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v ic e , i s t h e p r o p e r t y o f D U N N A S S O C I A T E S I N C , a n d s h al l n o t b e u s e d , i n w h o l e o r p a r t f o r a n y o t h e r p r o je c t w i t h o u t t h e w r i t t e n p e r m i s s i o n o f a n a u t h o r i z e d r e p r e s e n t a t i v e o f D U N N A S S O C I A T E S I N C . U n a u t h o r i z ed u s e wi l l b e p r o s e c u t e d t o t h e f u l l e s t e x t e n t o f t h e l a w . C o p y r i g h t © 2 0 1 1 b y D U N N A S S O C I A T E S I N C . 100% CONSTRUCTION DOCUMENTSJULY 31, 201201 8/ 6 / 2 0 1 2 9 : 2 6 : 0 5 A M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ j o n a t h a n \ D o c u m e n t s \ 1 1 0 0 5 - C e n t r a l - V 1 2 _ j o n a t ha n . r v t SIDEPLATE GENERAL NOTES S003 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S JRS TRM/TAK 11005 100% Construction Documents July 31, 2012 July 31, 2012 100% Construction Documents NOTICE OF INTELLECTUAL PROPERTY The SIDEPLATE steel frame connection system described herein is PATENTED technology protected and covered by one or more of U.S. patent nos. 5,660,017; 6,138,427; 6,516,583; 6,591,573; 7,178,296; 8,122,672; 8,146,322 and 8,176,706; other U.S. and foreign patents pending; and also contains trade secret information that is PROPRIETARY to SidePlate Systems, Inc. [tel (800) 475-2077 and (949) 305-7889, fax (949) 305-6395; www.sideplate.com]. Copyright 2012 SidePlate Systems, Inc. all rights reserved. Without limitation, this calculations and the information hereon may be used by others solely (i) upon payment in full of SidePlate License Fee to SidePlate Systems, Inc. and (ii) in connection with the design, construction, operation, repair, maintenance, restoration or demolition of the building(s) specifically identified hereon, all other uses being expressly prohibited. R= 8 ® ®© v5.1 GRAPHIC NO. 4 - COLUMN TREE ASSEMBLY READY FOR WELD {2} e) WELD INSIDE FACE OF SIDE PLATES {A} TO THE FLANGE TIPS OF COLUMN USING FILLET WELDS {2}. REFER TO GRAPHIC NO 5A FOR CONDITIONS WITH NON-SQUARE COLUMN FLANGE TOES DUE TO MILL ROLLING. f) AFTER COOL DOWN OF COMPLETED FILLET WELDS {2}, REMOVE ALL CONSTRUCTION AIDS EXCEPT FOR THE ONE AT THE TOP OF SIDE PLATES {A} AND THEN VERIFY DIMENSION 'Z' AT BOTTOM OF SIDE PLATES {A}. DIMENSION 'Z' IS THE REQUIRED CLEARANCE FOR INSERTING THE FULL-LENGTH BEAM ASSEMBLY. REFER TO NOTE 1A BELOW FOR ADDITIONAL DIMENSION 'Z' INFORMATION. ● IF CLEARANCE VERIFICATION IS SUFFICIENT, A SUITABLE ERECTION AID (AKA 'TOP DOG') SHALL BE WELDED TO THE TOP EDGE OF THE SIDE PLATES {A}. IT SHALL BE SUFFICIENTLY STRONG TO REMAIN IN PLACE DURING TRANSPORTATION AND ERECTION OF FULL-LENGTH BEAM (NOTE THIS CONSTRUCTION AID WILL BE UNDER LOAD). ●IF CLEARANCE VERIFICATION IS NOT SUFFICIENT, FLEX SIDE PLATES {A} BY JACKING THEM APART TO A DIMENSION GREATER THAN THE WIDTH OF COLUMN FLANGE (MAXIMUM SEPARATION SHALL NOT EXCEED WIDTH OF COLUMN FLANGE PLUS THICKNESS OF ONE SIDE PLATE {A} WITHOUT APPROVAL FROM SIDEPLATE SYSTEMS, INC.) TO COMPENSATE FOR THE SHRINKAGE EFFECT OF FILLET WELDS {2} ON MAINTAINING PARALLEL ALIGNMENT BETWEEN SIDE PLATES {A}. ONCE NECESSARY CLEARANCE HAS BEEN ESTABLISHED, A SUITABLE ERECTION AID (AKA 'TOP DOG') SHALL THEN BE WELDED TO THE TOP EDGE OF SIDE PLATES {A}. IT SHALL BE SUFFICIENTLY STRONG TO REMAIN IN PLACE DURING TRANSPORTATION AND ERECTION OF FULL-LENGTH BEAM (NOTE THIS CONSTRUCTION AID WILL BE UNDER LOAD). 1A. THE FOLLOWING FABRICATION AND SEPARATION MEASURES ARE IMPLEMENTED AND MAINTAINED THROUGH DELIVERY TO THE FIELD IN ORDER TO FACILITATE THE LIFTING INTO PLACE OF THE FULL-LENGTH BEAM ASSEMBLY BETWEEN SIDE PLATES {A} OF OPPOSING COLUMN ASSEMBLIES. a) MAINTAIN SUFFICIENT SEPARATION BETWEEN THE INTERIOR FACES OF SIDE PLATES {A} (DENOTED HEREAFTER AS DIMENSION 'Z' - SEE GRAPHIC NO. 5) TO ASSURE SUFFICIENT RATTLE SPACE UPON LIFTING INTO PLACE THE FULL-LENGTH BEAM ASSEMBLY. GRAPHIC NO. 5 - COMPLETED SIDEPLATE® FRAME COLUMN TREE ASSEMBLY b) THE 'Z' DIMENSION SHALL EXTEND AND BE MAINTAINED THROUGH THE DISTANCE BETWEEN THE EXTERIOR FACE OF COLUMN FLANGE AND VERTICAL FREE EDGES OF SIDE PLATES {A}, FROM TOP TO BOTTOM (E.G. ANYWHERE IN BETWEEN THE SIDE PLATES). c) THE FABRICATOR PROVIDES A RATTLE SPACE OF APPROXIMATELY 1/4" BETWEEN THE INSIDE FACES OF SIDE PLATES {A} AND THE WIDTH OF THE TOP COVER PLATE {B} OF THE FULL-LENGTH BEAM ASSEMBLY. d) IN ADDITION TO THE USE OF SEPARATION METHODS PREVIOUSLY IDENTIFIED, THE DETAILED WIDTH OF TOP COVER PLATE {B} CAN BE CORRESPONDINGLY DIMENSIONED TO BE THE COLUMN FLANGE NOMINAL WIDTH OR UP TO 1/8" LESS AT THE FABRICATOR'S DISCRETION TO FACILITATE ERECTION CLEARANCE DURING THE LIFTING INTO PLACE OF FULL-LENGTH BEAM ASSEMBLY, WHILE MAINTAINING SUFFICIENT EDGE DISTANCE BETWEEN THE LONGITUDINAL EDGE OF COVER PLATE {B} AND THE CORRESPONDING FLANGE TIP OF THE BEAM FOR PLACEMENT OF WELD {5} -SEE GRAPHIC NO. 5A . GRAPHIC NO. 5A e) QC INSPECTION SHALL PROVIDE A HOLD POINT AFTER PLACEMENT OF WELD {2}, COOLING OF WELD {2} AND REMOVAL OF ALL CONSTRUCTION AIDS EXCEPT FOR 'TOP DOG' TO VERIFY MINIMUM DIMENSION 'Z' AT BOTTOM OF SIDE PLATES AND TO ASCERTAIN IF REQUIRED RATTLE SPACE WILL BE PROVIDED BASED ON THE DETAILED WIDTH OF TOP COVER PLATE {B} (SEE GRAPHIC NO. 5). f) FOR THE PURPOSE OF SETTING TOP OF STEEL OF THE FULL-LENGTH BEAM, THE DIMENSIONING OF ERECTION BOLT HOLES IN SIDE PLATES {A} SHALL START AND BE REFERENCED FROM THE BOTTOM EDGE OF SIDE PLATES {A}. 6" STD. ALIGNMENT HOLE SHALL START FROM BOTTOM EDGE OF SIDE PLATES {A} AND WORK UP. FLEXED SEPARATION OF SIDE PLATE {A} SHALL NOT EXCEED COLUMN FLANGE WIDTH PLUS THICKNESS OF SIDE PLATE {A}, UP TO 1" MAX SIDE PLATE {A} CONSTRUCTION AID AT BOTTOM EDGE OF SIDE PLATE {A} SEE GRAPHIC NO. 5A SIDE PLATE {A} FILLET WELD {1}, (BELOW) HORIZONTAL SHEAR PLATE {D} COLUMN TEMPORARY CONSTRUCTION AID 'DOG' AT TOP OF SIDE PLATE {A} . CONSTRUCTION AID AT TOP EDGE OF SIDE PLATE {A} . AA SIDE PLATE {A} COLUMN BEYOND SECTION A-A 'TOP DOG' AT TOP EDGE OF SIDE PLATE {A} SIDE PLATE {A} HORIZONTAL SHEAR PLATE {D} {2} TYP, 4 LOC Z Z {3} WEB ONLY, UNO {1} TYP, 4 LOCATIONS {2} {3} {1} SIDE PLATE {A} TOP COVER PLATE {B} ON FULL-LENGTH BEAM AS ERECTED IN FIELD HORIZONTAL SHEAR PLATE {D} COLUMN FLANGE TIP AP P R O X I M A T E 1 / 4 " R A T T L E S P A C E DI M E N S I O N ' Z ' = TO P C O V E R P L A T E W I D T H P L U S bf P E R A I S C SEE GRAPHIC NO 5B 2. FULL-LENGTH BEAM ASSEMBLY: (CONSISTS OF A FULL-LENGTH BEAM, TOP AND BOTTOM COVER PLATES {B}, AND VERTICAL SHEAR ELEMENT (OPTIONS 1, 2, 3 OR 4): a) AS BEST AS POSSIBLE, BOTTOM COVER PLATE {B} SHALL BE PLACED PERPENDICULAR TO THE WEB OF BEAM, REGARDLESS OF POSSIBLE TILT (AS ROLLED BY THE MILL) IN THE BOTTOM FLANGE OF THE BEAM RELATIVE TO ITS WEB. b) QC INSPECTION SHALL PROVIDE HOLD POINT FOR VERIFICATION OF PERPENDICULAR ALIGNMENT BETWEEN TOP FACE OF BOTTOM COVER PLATE {B} AND WEB OF FULL-LENGTH BEAM, TO MINIMIZE, IF NOT ELIMINATE ANY POTENTIAL ROOT GAP BETWEEN BOTTOM EDGE OF EACH SIDE PLATE {A} AND TOP FACE OF COVER PLATE {B}, WHEN THE FULL-LENGTH BEAM HAS BEEN LIFTED INTO PLACE. c) WHEN 'U'-PLATE {B} IS REQUIRED, CUTTING OF THE 'U'-SHAPED SLOT SHALL BE ACCOMPLISHED BY DRILLING AND SAW CUT OR BY THERMAL FLAME OF PLASMA CUT.PROCESS CAN BE AUTOMATED OR BY HAND. SURFACE OF THE CUT SHALL BE FINISHED PER SECTION 2. AND 3. OF 'PREPARATION'. d) WELD BEAM FLANGE COVER PLATES {B} TO BEAM USING FILLET WELDS {5} (SEE GRAPH NO 2) AND/OR {5a} (SEE GRAPHIC NO. 1) BEFORE TACK WELDING THE VERTICAL SHEAR ELEMENT (I.E. THIS IS A DISTORTION CONTROL METHOD THAT IS RECOMMENDED, DUE TO THE POTENTIAL WARPING EFFECTS OF WELD {5} ON THE BOTTOM COVER PLATE {B}). e) FOR THE PURPOSE OF SETTING THE TOP OF STEEL ELEVATION OF THE FULL-LENGTH BEAM, THE DIMENSIONING OF THE ERECTION BOLT HOLES IN THE OUTSTANDING LEG OF THE VERTICAL SHEAR ELEMENT SHALL START AND BE REFERENCED 6 INCHES FROM THE TOP FACE OF THE BOTTOM COVER PLATE {B} THAT IS WELDED IN PLACE. f) THE ENTIRE EXTERIOR FACE OF THE OUTSTANDING LEG OF THE VERTICAL SHEAR ELEMENT SHALL BE PLACED PARALLEL TO THE WEB OF THE FULL-LENGTH BEAM, AND SHALL ALSO DEFINE A VERTICAL PLANE THAT COINCIDES WITH THE LONGITUDINAL EDGE OF TOP COVER PLATE {B} OR A 1/16" IN FROM EDGE. g) QC INSPECTION SHALL PROVIDE HOLD POINT FOR VERIFICATION OF THE PLACEMENT OF THE VERTICAL SHEAR ELEMENT PER PROVISION OF INSTRUCTION "d)" AND "e)" ABOVE (SEE GRAPHIC NO. 7). h) WELD ONE VERTICAL SHEAR ELEMENT OPTION (1, 2, 3 OR 4) PER GRAPHIC NO. 8 TO BEAM WEB, USING 2 CONTINUOUS FILLET WELDS {4} - EACH SIDE OF BEAM WEB. U.N.O, THE VERTICAL SHEAR ELEMENT SHALL NOT BE WELDED OR TACK WELDED TO BEAM FLANGES FOR OPTION 1, 2 & 3. REFER TO GRAPHIC NO. 8 FOR VERTICAL SHEAR ELEMENT OPTIONS. GRAPHIC NO. 7-TYP END OF COMPLETED SIDEPLATE FULL-LENGTH BEAM ASSEMBLY 6" (START DIMENSIONING OF HOLES IN ERECTION ANGLE {E} FROM TOP FACE OF BOTTOM COVER PLATE {B} AND WORK UP) AA SECTION A-A NOTE: BOTTOM COVER PLATE NOT SHOWN FOR CLARITY. EXTERIOR FACE OF OUTSTANDING LEG OF ERECTION ANGLE {E} COINCIDES WITH LONGITUDINAL EDGE OF TOP COVER PLATE {B} UP TO 1/16" IN FROM COVER PLATE EDGE. IN NO CASE SHALL ANGLE {E} EXTEND BEYOND THE EDGE OF TOP COVER PLATE {B}. TOP RECTAGULAR OR U-SHAPED COVER PLATE {B} BOTTOM RECTANGULAR OR U-SHAPED COVER PLATE {B} . GRAPHIC NO.5B SIDE PLATE {A} {2} COLUMN FLANGE •IF MILL ROLL GAP ≤1/16", THEN WELD FILLET WELD {2} PER SIDEPLATE CONNECTION SCHEDULE. •IF MILL ROLL GAP IS > 1/16" AND ≤ 5/16", THEN RUN AN INITIAL PASS TO FILL GAP AS THOUGH IT WAS A PARTIAL PEN WELD AND THEN PUT FILLET WELD {2} ON TOP OF THAT. MILL ROLL GAP GRAPHIC NO. 8- VERTICAL SHEAR PLATE OPTIONS FOR FULL-LENGTH BEAM ASSEMBLY (CONSISTS OF JOINING FULL-LENGTH BEAM ASSEMBLY TO COLUMN TREE ASSEMBLIES) 1. INSERT FULL-LENGTH BEAM ASSEMBLY INTO OPPOSING COLUMN ASSEMBLIES WITH APPROXIMATELY 1/4" RATTLE SPACE. a) LIFT FULL-LENGTH BEAM ASSEMBLY UP INTO PLACE (SEE GRAPHIC NO. 3), AND INSERT BOLTS. b) CAREFULLY REMOVE TEMPORARY 'TOP DOG' WHICH IS UNDER LOAD. c) INSTALL BOLTS WHICH SERVE AS A CLAMPING DEVICE TO PULL SIDE PLATES {A} IN AS CLOSE AS POSSIBLE TO THE LONGITUDINAL EDGES OF TOP COVER PLATE {B}, THEREBY MINIMIZING ANY, IF NOT ELIMINATING, POSSIBLE ROOT GAP(S). BOLTS SHALL BE SNUG TIGHTENED. SEE GRAPHIC NO. 9. d) WELD FILLET WELDS {7}, AND {6} AS OCCURS. OPTION 2 OPTION 1 {4} {4} 'T ' O F B E A M , T Y P . OPTION 3 {4} {4} {4} OPTION 4 PLATE {C} PLATE {C} PLATE {C}PLATE {C} ERECTION ANGLE {E}PLATE {C} THICKPLATE {C} 2. COLUMN/BEAM SEPARATION (GAP) CLOSURE a) PROVIDE A FOLDED STRIP OF LIGHT GAGE METAL SECURED TO STEEL SURFACES BY DUCT TAPE (OR A TACK WELD LOCATED AS CLOSE AS POSSIBLE TO THE MID SECTION OF BEAM FLANGE COVER PLATE {B}) ACROSS THE PHYSICAL COLUMN/BEAM SEPARATION (GAP) BETWEEN THE TOP BEAM FLANGE COVER PLATE {B} AND THE FACE OF COLUMN FLANGE, TO PREVENT CONCRETE FILL FROM ENTERING THROUGH THE TOP SEPARATION. b) IN NO CASE SHALL THE FOLDED STRIP OF LIGHT GAGE METAL BE WELDED TO THE EDGE OF SIDE PLATE {A}, OR TO THE FACE OF COLUMN FLANGE TO ACHIEVE CLOSURE OF THE PHYSICAL COLUMN/BEAM SEPARATIONS. 3. FIREPROOFING a) WHEN REQUIRED BY THE GOVERNING CODE FOR CERTAIN TYPES OF CONSTRUCTION, SIDEPLATE® CONNECTIONS SHALL HAVE A FIRE-RESISTANCE RATING LIKE THAT OF A STEEL "STRUCTURAL FRAME". b) THE MINIMUM THICKNESS OF SPRAYED ON FIRE-RESISTIVE MATERIAL (SFRM) FOR STEEL SIDEPLATE CONNECTIONS PLATES, NOT ENCASED IN CONCRETE, SHALL BE DETERMINED JUST LIKE THAT OF A PIPE/TUBE COLUMN SECTION WITH A CONSTANT STEEL WALL THICKNESS, WHICH ARE UNIFORMLY HEATED AND PROTECTED (THE FIRE EXPOSURE OF A PIPE/TUBE COLUMN IS DIRECTLY ANALOGOUS TO A PLATE WITH A 1-SIDED FIRE EXPOSURE AND PROTECTION). THE SFRM SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ASTM E119 AND LISTED FOR FIRE RESISTIVE PIPE/TUBE COLUMN APPLICATIONS FOR NO LESS THAN THE REQUIRED RATED TIME. c) THE CONTRACTOR SHALL PROVIDE THE MEANS (TYPICALLY DONE WITH A LAYERING TECHNIQUE) FOR FIREPROOFING ACROSS THE PHYSICAL COLUMN/BEAM SEPARATION (GAP) BETWEEN THE BOTTOM BEAM FLANGE COVER PLATE {B} AND THE FACE OF THE COLUMN FLANGE. (IF CLOSURE IS REQUIRED FOLLOW GUIDELINES ABOVE IN ITEM 2a & 2b). 4. PROTECTED ZONES a) THE CONTRACTOR SHALL IDENTIFY THE PROTECTED ZONES ON BOTH THE BEAM AND THE SIDE PLATES BY USING ANY SUITABLE NON-DESTRUCTIVE MEANS. b) ONCE THE STEEL DECKING IS IN PLACE, THE CONTRACTOR SHALL USE ANY SUITABLE NON-DESTRUCTIVE MEANS TO IDENTIFY THE PROTECTED ZONE PRIOR TO THE INSTALLATION OF SHEAR STUDS AND DECK ATTACHMENTS, ETC. c) AFTER SPRAYED ON FIRE-RESISTIVE MATERIAL HAS BEEN APPLIED, THE CONTRACTOR SHALL USE ANY SUITABLE NON-DESTRUCTIVE MEANS TO IDENTIFY THE PROTECTED ZONES, FOR OTHER DISCIPLINES TO PRECLUDE WELDED OR SHOT IN ATTACHMENTS, ETC. GRAPHIC NO. 9- SECTIONS THROUGH FULL-LENGTH BEAM ASSEMBLY END OF COMPLETED SIDEPLATE FRAME® SYSTEM START DIMENSIONING OF HOLES IN VERTICAL SHEAR ELEMENT FROM TOP FACE OF BOTTOM COVER PLATE {B} AND WORK UP VERTICAL SHEAR ELEMENT OPTION 1,2,3 6 OR 8 -A325N BOLTS, AS OCCURS PER SIDEPLATE CONNECTION SCHEDULE AS OCCURS, A VERTICAL WELD CONNECTS ERECTION ANGLE {E} TO FREE EDGE OF SIDE PLATE {A}, 2 LOC. . {6} + 1/2" (+/-) WELD {7} {7} TYP, 4 LOCATIONS PRIOR TO SNUG TIGHTENING BOLTS AND WELDING, ENSURE THAT BOTTOM OF SIDE PLATE TO COVER PLATE GAP IS MINIMIZED IF NOT ELIMINATED. IN NO CASE SHALL THE GAP EXCEED AWS D1.1 ALLOWABLE TOLERANCES. FIELD ERECTION OF COMPLETED SIDEPLATE FRAME® SYSTEM OR 4 STANDARD STIFFENED SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: DUNN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com DIMENSIONS AND ELEVATIONS, AS THEY RELATE TO THE BUILDING IN GENERAL, i.e. GRID TO GRID DIMENSIONS OR DECK BEARING ELEVATIONS, ARE SUPPLIED BY THE ARCHITECT. THEY ARE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. NOTE: THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS DATED 07.25.2012 Th i s d r a w i n g , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v ic e , i s t h e p r o p e r t y o f D U N N A S S O C I A T E S I N C , a n d s h al l n o t b e u s e d , i n w h o l e o r p a r t f o r a n y o t h e r p r o je c t w i t h o u t t h e w r i t t e n p e r m i s s i o n o f a n a u t h o r i z e d r e p r e s e n t a t i v e o f D U N N A S S O C I A T E S I N C . U n a u t h o r i z ed u s e wi l l b e p r o s e c u t e d t o t h e f u l l e s t e x t e n t o f t h e l a w . C o p y r i g h t © 2 0 1 1 b y D U N N A S S O C I A T E S I N C . 100% CONSTRUCTION DOCUMENTSJULY 31, 201201 8/ 6 / 2 0 1 2 9 : 2 6 : 0 6 A M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ j o n a t h a n \ D o c u m e n t s \ 1 1 0 0 5 - C e n t r a l - V 1 2 _ j o n a t ha n . r v t SIDEPLATE GENERAL NOTES S004 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S JRS TRM/TAK 11005 100% Construction Documents July 31, 2012 July 31, 2012 100% Construction Documents NOTICE OF INTELLECTUAL PROPERTY The SIDEPLATE steel frame connection system described herein is PATENTED technology protected and covered by one or more of U.S. patent nos. 5,660,017; 6,138,427; 6,516,583; 6,591,573; 7,178,296; 8,122,672; 8,146,322 and 8,176,706; other U.S. and foreign patents pending; and also contains trade secret information that is PROPRIETARY to SidePlate Systems, Inc. [tel (800) 475-2077 and (949) 305-7889, fax (949) 305-6395; www.sideplate.com]. Copyright 2012 SidePlate Systems, Inc. all rights reserved. Without limitation, this calculations and the information hereon may be used by others solely (i) upon payment in full of SidePlate License Fee to SidePlate Systems, Inc. and (ii) in connection with the design, construction, operation, repair, maintenance, restoration or demolition of the building(s) specifically identified hereon, all other uses being expressly prohibited. R= 8 ® ®© v5.1 1 1 1.7 1.7 3 3 4 4 4.8 4.8 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 13 A A B B B.4 B.4 C C D D E E F F G G K K L L L.9 L.9 M M N N CW - 2 4 FC 3 . 0 9 7 ' - 0 " CS W - 1 2 CS W - 1 2 CW - 2 4 CW - 2 4 CW - 1 2 FC 3 . 0 9 7 ' - 0 " AT P E R I M E T E R , U N O TY P FC 3 . 0 9 7 ' - 0 " FC6.097'-0"FC3.097'-0" FS8.099'-0" FS9.099'-0" FS6.099'-0" FS9.099'-0" FS8.088'-0" CSW-12 FC3.097'-0"TYP. TYP. FS8.097'-0" FS8.097'-0" FS5.097'-0" FS6.097'-0" FS6.097'-0" FS5.097'-0" TY P . FS5.097'-0" S S S S S S CSW-12 CW-24 TYP. CW-24 TY P . TY P . FS6.099'-0" CW - 2 4 . 2 2 11.7 11.7 H H E.2 E.2 4.9 4.9 8.7 8.7 CC24x24 CC24x24CC24x24CC24x24CC24x24CC24x24CC24x24 CW-08 CW-12 18" MAT FOOTING T/FTG = 88'-0" 2'-6" 90' - 4 " T/F T G 94' - 0 " T/F T G 97 ' - 0 " T/F T G 88 ' - 0 " T/F T G 90 ' - 4 " T/F T G 93 ' - 8 " T/F T G 97' - 0 " T/F T G 3'-0"3'-0" CC24x24CC24x24CC24x24 FC10.097'-0" C1 S412 A1 S412 CC24x24 4" TOPPING SLAB ON GRAVEL, REINF w/ #4 EPOXY BARS AT 18" oc EW T/SLAB = 89'-9" FC7.099'-0" CC24x24 3'-0"3'-0" 3'-0" D1 S502 TYP D1 S502 TYPD1 S502 TYP D1 S502 TYP D2 S502 TYP D3 S512 TYP D2 S512 D2 S512 D3 S512 TYP CW-12 D1 S512 TYP A1 S501 TYP CW-24 CW-24 CW-24 CW-24CW-24 CW-24 CW - 2 4 A1 S501 TYP D2 S502 TYP CSW-12 CSW-12 S S S S S S CW - 2 4 CW - 2 4 CW - 2 4 CS W - 1 2 CW - 2 4 CS W - 1 2 4'-0 " 4'-0 " 3'- 6 " 3'- 6 " 3'-0" CC24x24CC24x24CC24x24 CC24x24CC24x24 CC24x24CC24x24 CC24x24 CC24x24 4'-0 " 90'-6" C2 S412 CW-24 CW-24 FC7.0A97'-0" FC6.097'-0" FC 8 . 0 9 7 ' - 0 " FC 7 . 0 A 9 7 ' - 0 " FC 7 . 0 9 7 ' - 0 " FC 3 . 0 9 7 ' - 0 " FC 8 . 0 9 7 ' - 0 " C4 S441 C3 S441 2'-6 " 2'-6" (6) #7 x 22'-0" AT 16"oc BOTT, ADD'L, 8"oc NET (5) #7x22'-0" AT 16"oc BOTT, ADD'L, 8"oc NET (7) #7 x 26'-0" AT 16"oc BOTT, ADD'L, 8"oc NET (6) #7 x 22'-0" AT 16"oc BOTT, ADD'L, 8"oc NET (8) SHEAR STUDS W/ (23) 3/8"Ø STUDS AT 2"oc (11) #7 x 22'-0" AT 16"oc BOTT, ADD'L, 8"oc NET TYP, MAT REINF: #7 AT 16"oc E/W TOP #7 AT 16"oc E/W BOTT C3 S511 TYP A1 S511 TRENCH DRAIN 48" Ø SUMP PIT, SEE MECH DWGs CW-24 CW-46 CW-46 CW-24 FS5.097'-0"FC3.097'-0" FC 7 . 0 9 7 ' - 0 " CW - 1 2 FC8.099'-0" FC8.099'-0" FC 7 . 0 9 9 ' - 0 " FC7.099'-0" FS4.096'-0" FS4.096'-0" FC10.097'-0" 5'-0" 5'-0" 4'- 0 " 4'-0 " 4'- 0 " 4'- 0 " CC24x24CC24x24 3'- 6 " 3'- 6 " 4'-0 " (8) SHEAR STUDRAILS W/ (23) 3/8" Ø STUDS AT AT 2"ocA1 S501 TYP D1 S512 TYP A4 S501 A4 S501 A4 S501 A4 S501 A4 S501 A4 S501 2'- 6 " CW - 4 9 . 5 CW - 7 0 24 46 . FS4.099'-0" FS4.099'-0" B5 S501 A1 S502 A4 S501A3 S501 A2 S501 TYP A2 S501 TYP A1 S501 TYP A2 S501 TYP 88' - 0 " T/F T G C2 S512 D3 S512 TYP 4'-0 " C1 S411 C2 S411 C3 S411 A2 S411 A1 S411 C2 S502 A2 S502 C2 S502 A2 S502 C3 S502 C3 S502 B5 S501 FC3.097'-0"FC5.0A FC3.097'-0"FC5.0A CW-48. CW-48. C1 S502 D1 S511 TYP D2 S502 TYP D2 S502 TYP AT P E R I M E T E R , U N O TY P FC 3 . 0 9 7 ' - 0 " TY P , A T P E R I M E T E R 3 3 88'-0" 3 3 3 FOOTING AND FOUNDATION PLAN NOTES: MARKS AND SYMBOL LEGEND 1.COORDINATE LOCATION OF DEPRESSED SLABS, SLOPED SLABS, AND FLOOR DRAINS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. 2.SEE ARCHITECTURAL DRAWINGS AND CIVIL DRAWINGS FOR EXTERIOR CONCRETE WORK AT DOORS, SIDEWALKS, ETC. 3.CENTER ALL SPOT FOOTINGS UNDER COLUMNS AS SHOWN ON PLAN, TYPICAL UNO. 4.SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS TO ALL STEEL COLUMNS. 5.SEE FOOTING AND FOUNDATION DETAILS ON SHEET (S501) FOR BURIED PIPES RUNNING PARALLEL AND PERPENDICULAR TO FOOTINGS. 6.SEE FOOTING AND FOUNDATION DETAILS ON SHEET (S501) FOR TYPICAL CONSTRUCTION AND CONTROL JOINTS IN FLOOR SLABS. 7.SEE FOOTING AND FOUNDATION DETAILS ON SHEET (S501) FOR LOCATIONS WHERE CONTROL JOINTS ARE DISCONTINUOUS, . 8.SEE FOOTING AND FOUNDATION DETAILS ON SHEET (S501) FOR REINFORCING AROUND MISCELLANEOUS OPENINGS IN CONCRETE WALLS. 9.SEE FOOTING AND FOUNDATION DETAILS ON SHEET (S501) FOR FILL BENEATH FOOTINGS. 10.SEE SHEETS (S42X) FOR MOMENT FRAME ELEVATIONS AND DETAILS. SHEET NUMBER (S4XX) FD FLR DRAIN, SEE ARCH FOR EXACT LOCATION FS-x SPOT FTG, SEE SCHED ON (S301) FC-x CONT FTG, SEE SCHED ON (S301) CONC WALL, SEE SCHED ON (S301)CW-X STL COL, SEE SCHED ON (S302)or DEPRESSED SLAB, SEE FND DETS ON (S501), REFER TO ARCH DWGS FOR EXACT LOCATION AND EL FLR OFFSET, SEE FTG AND FND DETS ON (S501) FTG STEP, SEE FTG AND FND DETS ON (S501)S S DEPRESSED FND WALL, POUR SLAB OVER, SEE FTG AND FND DETS ON (S501) FTG DESIGNATION TOF EL, SEE DET ON (S501) FOR REQD FROST DEPTH FTG EL SECTION MARK SHEET NUMBER FRAME EL MARK FRAME 12" THICKENED CONC SOG SHALL BE REINF W/ #4 AT 18" oc EW, TOP & BOTT CONC SOG SHALL BE REINF W/ #4 AT 18"oc EW CONC WALL BLW AND MASONRY WALL ABV, SEE SCHED ON (S301) AND (S303) MW-X CW-X BFC BRACE FRAME COLUMN, SEE DETAILS AND ELEV ON (S43X) CB-x CONC BEAM, SEE SCHEDULE ON (S301) CC-x CONC COL, SEE SCHED ON (S301) CONC WALL, SEE SCHED ON (S301) CONC FOUNDATION WALL BLW AND CONC SHEAR WALL ABV, SEE SCHED ON (S301) CSW-X CW-X SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: DUNN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com DIMENSIONS AND ELEVATIONS, AS THEY RELATE TO THE BUILDING IN GENERAL, i.e. GRID TO GRID DIMENSIONS OR DECK BEARING ELEVATIONS, ARE SUPPLIED BY THE ARCHITECT. THEY ARE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. NOTE: THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS DATED 07.25.2012 Th i s d r a w i n g , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v ic e , i s t h e p r o p e r t y o f D U N N A S S O C I A T E S I N C , a n d s h al l n o t b e u s e d , i n w h o l e o r p a r t f o r a n y o t h e r p r o je c t w i t h o u t t h e w r i t t e n p e r m i s s i o n o f a n a u t h o r i z e d r e p r e s e n t a t i v e o f D U N N A S S O C I A T E S I N C . U n a u t h o r i z ed u s e wi l l b e p r o s e c u t e d t o t h e f u l l e s t e x t e n t o f t h e l a w . C o p y r i g h t © 2 0 1 1 b y D U N N A S S O C I A T E S I N C . 100% CONSTRUCTION DOCUMENTSJULY 31, 201201 9/ 1 0 / 2 0 1 2 9 : 3 5 : 3 4 A M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ b r e t t \ D o c u m e n t s \ 1 1 0 0 5 - C e n t r a l - V 1 2 _ B r e t t . r v t FOOTING AND FOUNDATION PLAN S100 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S JRS TRM/TAK 11005 100% Construction Documents July 31, 2012 July 31, 2012 100% Construction Documents NORTH S100SCALE: 1/8" = 1'-0" A1 FOOTING AND FOUNDATION PLAN 1Aug 27, 2012Addendum 1 3Sept 10, 2012Addendum 3 09/10/2012 1 1 1.7 1.7 3 3 4 4 4.8 4.8 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 13 A A B B B.4 B.4 C C D D E E F F G G K K L L L.9 L.9 M M N NS S S S S S 2 2 11.7 11.7 H H E.2 E.2 4.9 4.9 8.7 8.7 OPEN HSS10X10X3/8MFCHSS8X8X1/4W8X48W8X58MFCMFCMFCW8X48W8X48W8X48MFCMFCMFCHSS8X8X1/2HSS8X8X1/4MFCW8X58W10X60W10X60HSS6X6X1/4MFCHSS8X8X1/4HSS8X8X1/4 W8X48 HSS8X8X1/4MFC MFC HSS8X8X1/2MFC HSS8X8X1/4MFCHSS10X10X3/8 C1 S412 C1 S411 C2 S411 C3 S411A1 S411 A2 S411 A1 S412 OPEN CSW-12 CSW-12 CSW-12 CS W - 1 2 CS W - 1 2 CS W - 1 2 CS W - 1 2 CSW-12 CW-12 CW-12 4" CONC SOG OVER 4" MIN FREE DRAINING GRAVEL. REINF W/ #4 AT 18" oc EW, T/SLAB= 99'-11 1/2" VERIFY W/ ARCH DWGs. DO NOT PROVIDE CONTROL JOINTS.MFC C2 S511 C5 S511 C4 S511 MFC M FC STONE COL SUPPORT POST BY OTHERS STONE COL SUPPORT POST BY OTHERS ST O N E C O L S U P P O R T P O S T B Y O T H E R S HSS8X8X3/8HSS8X8X3/8HSS8X8X1/4 HSS8X8X1/4 HSS8X8X1/4HSS8X8X1/4 H SS8X8X 1 /4 HS S 8 X 8 X 1/4 S S S S S S HSS8X8X3/8 D1 S421 D2 S421 D3 S421 B1 S421 D4 S421 B2 S421 B3 S421 B4 S421 C2 S412 C1 S441A1 S441 C4 S441 A3 S441 C3 S441 DEPRESSED SLAB,TYP THICKENED SLAB, TYP T/ STRUCTURAL SLAB = 99'-8" NWC TOPPING OVER 12" SUSPENDED CONC SLAB. REINF W/ #5 AT 14" oc EW TOP AND BOTT. SEE ARCH DWGS FOR TOPPING THICKNESS, SEE ARCH DWGS FOR DEPRESSIONS, SLOPES, AND TRENCHES IN TOPPING SLAB. (5) #5x12'-0" AT 14"oc TOP, ADD'L, 7"oc NET HSS8X8X3/8HSS6X6X3/8 H SS4X 4 X 3 /16 H SS4X 4 X 3 /16 H SS6X6X 3 /8 H SS6X6X 3 /8 H SS4X 4 X 3 /16 H SS4X 4 X 3 /16 H SS6X6X 3 /8 H SS6X6X 3 /8 H SS6X 2 X 3 /16 H SS6X 2 X 3 /16 H SS6X6X 3 /8 SEE ARCH DWG FOR SLAB PENETRATIONS, TYPHSS6X6X1/4 H SS6X 2 X 3 /16 HSS6X2X3/16HSS6X6X1/4 H SS4X 4 X 5 /16 H SS4X 4 X 5 /16 H SS6X6X 3 /8 H SS6X6X 3 /8 H SS6X6X 3 /8 HSS4X4X5/16HSS4X4X5/16 H SS6X6X 3 /8 C2 S511 STAIR POSTS BY OTHERS A3 S502 TYP A2 S502 A3 S502 TYP A2 S502 D4 S502 D4 S512 SIM C1 S512 D4 S512 D5 S512 A1 S502 A1 S502 D4 S502 A3 S501 A3 S501 A3 S501 A3 S501 D3 S502 TYP SIM D2 S511 B2 S512 B2 S512 B2 S512 D3 S502 TYP B1 S512 A3 S501 D4 S502 D5 S511 C1 S511 D3 S502 TYP DW G , T Y P SE E A R C H DWG, TYP SEE ARCH (4) #5 x 16'-0" AT 14"oc TOP, ADD'L, 7"oc NET (8) #5 x 20'-0" AT 14"oc TOP, ADD'L, 7"oc NET (5) #5 x 16'-0" AT 14"oc TOP, ADD'L, 7"oc NET (9) #5 x 30'-0" AT 14"oc BOTT, ADD'L, 7"oc NET (4) #5 x 39'-0" AT 14"oc BOTT, ADD'L, 7"oc NET SIM TYP DWG, TYP SEE ARCH DW G , T Y P SE E A R C H TYP C5 S511 ST O N E C O L S U P P O R T P O S T B Y O T H E R SGIRTGIRTGIRTGIRTGIRTGIRTGIRTGIRTGIRTGIRTGIRTGIRTGIRTGIRTGIRTGIRTGIRTGIRTGIRTGIRTGIRTGIRTHSS8X8X5/16HSS8X8X5/16GIRTGIRT C4 S502 HSS8X8X5/16GIRTHSS8X8X5/16GIRTSTONE COLUMN SUPPORT POST BY OTHERS FD FD FD FD FD FD FDFD FD FD FD FD HSS4X4X5/16GIRTHSS4X4X5/16GIRTHSS4X4X5/16GIRTHSS4X4X5/16GIRT D4 S502 C5 S511 D5 S511 (9) #5 x 20'-0" AT 14"oc TOP, ADD'L, 7"oc NET (14) #5 x 30'-0" AT 14"oc BOTT, ADD'L, 7"oc NET (12) SHEAR STUDRAILS W/ (8) 3/8"Ø STUDS AT 3.75"oc 3 3 3 FOOTING AND FOUNDATION PLAN NOTES: MARKS AND SYMBOL LEGEND 1.COORDINATE LOCATION OF DEPRESSED SLABS, SLOPED SLABS, AND FLOOR DRAINS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. 2.SEE ARCHITECTURAL DRAWINGS AND CIVIL DRAWINGS FOR EXTERIOR CONCRETE WORK AT DOORS, SIDEWALKS, ETC. 3.CENTER ALL SPOT FOOTINGS UNDER COLUMNS AS SHOWN ON PLAN, TYPICAL UNO. 4.SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS TO ALL STEEL COLUMNS. 5.SEE FOOTING AND FOUNDATION DETAILS ON SHEET (S501) FOR BURIED PIPES RUNNING PARALLEL AND PERPENDICULAR TO FOOTINGS. 6.SEE FOOTING AND FOUNDATION DETAILS ON SHEET (S501) FOR TYPICAL CONSTRUCTION AND CONTROL JOINTS IN FLOOR SLABS. 7.SEE FOOTING AND FOUNDATION DETAILS ON SHEET (S501) FOR LOCATIONS WHERE CONTROL JOINTS ARE DISCONTINUOUS, . 8.SEE FOOTING AND FOUNDATION DETAILS ON SHEET (S501) FOR REINFORCING AROUND MISCELLANEOUS OPENINGS IN CONCRETE WALLS. 9.SEE FOOTING AND FOUNDATION DETAILS ON SHEET (S501) FOR FILL BENEATH FOOTINGS. 10.SEE SHEETS (S42X) FOR MOMENT FRAME ELEVATIONS AND DETAILS. SHEET NUMBER (S4XX) FD FLR DRAIN, SEE ARCH FOR EXACT LOCATION FS-x SPOT FTG, SEE SCHED ON (S301) FC-x CONT FTG, SEE SCHED ON (S301) CONC WALL, SEE SCHED ON (S301)CW-X STL COL, SEE SCHED ON (S302)or DEPRESSED SLAB, SEE FND DETS ON (S501), REFER TO ARCH DWGS FOR EXACT LOCATION AND EL FLR OFFSET, SEE FTG AND FND DETS ON (S501) FTG STEP, SEE FTG AND FND DETS ON (S501)S S DEPRESSED FND WALL, POUR SLAB OVER, SEE FTG AND FND DETS ON (S501) FTG DESIGNATION TOF EL, SEE DET ON (S501) FOR REQD FROST DEPTH FTG EL SECTION MARK SHEET NUMBER FRAME EL MARK FRAME 12" THICKENED CONC SOG SHALL BE REINF W/ #4 AT 18" oc EW, TOP & BOTT CONC SOG SHALL BE REINF W/ #4 AT 18"oc EW CONC WALL BLW AND MASONRY WALL ABV, SEE SCHED ON (S301) AND (S303) MW-X CW-X BFC BRACE FRAME COLUMN, SEE DETAILS AND ELEV ON (S43X) CB-x CONC BEAM, SEE SCHEDULE ON (S301) CC-x CONC COL, SEE SCHED ON (S301) CONC WALL, SEE SCHED ON (S301) CONC FOUNDATION WALL BLW AND CONC SHEAR WALL ABV, SEE SCHED ON (S301) CSW-X CW-X SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: DUNN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com DIMENSIONS AND ELEVATIONS, AS THEY RELATE TO THE BUILDING IN GENERAL, i.e. GRID TO GRID DIMENSIONS OR DECK BEARING ELEVATIONS, ARE SUPPLIED BY THE ARCHITECT. THEY ARE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. NOTE: THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS DATED 07.25.2012 Th i s d r a w i n g , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v ic e , i s t h e p r o p e r t y o f D U N N A S S O C I A T E S I N C , a n d s h al l n o t b e u s e d , i n w h o l e o r p a r t f o r a n y o t h e r p r o je c t w i t h o u t t h e w r i t t e n p e r m i s s i o n o f a n a u t h o r i z e d r e p r e s e n t a t i v e o f D U N N A S S O C I A T E S I N C . U n a u t h o r i z ed u s e wi l l b e p r o s e c u t e d t o t h e f u l l e s t e x t e n t o f t h e l a w . C o p y r i g h t © 2 0 1 1 b y D U N N A S S O C I A T E S I N C . 100% CONSTRUCTION DOCUMENTSJULY 31, 201201 9/ 1 0 / 2 0 1 2 2 : 2 1 : 1 9 P M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ t o d d \ D o c u m e n t s \ 1 1 0 0 5 - C e n t r a l - V 1 2 _ t o d d . r v t MAIN FLOOR FRAMING PLAN S101 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S JRS TRM/TAK 11005 100% Construction Documents July 31, 2012 July 31, 2012 100% Construction Documents NORTH S101SCALE: 1/8" = 1'-0" A1 MAIN FLOOR FRAMING PLAN 3Sept 10, 2012Addendum 3 09/10/2012 1 1 1.7 1.7 3 3 4 4 4.8 4.8 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 13 A A B B B.4 B.4 C C D D E E F F G G K K L L L.9 L.9 M M N N W21X44 (26) W21X44 MFB W24 X 5 5 ( 2 2 ) W24 X 5 5 ( 2 2 ) W24X76 (40) c=1/2" W24X76 (40) c=1/2" W24X68 (40) c=1/2" W24 X 5 5 ( 4 , 1 0 ) W24X68 (40) c=1/2" W14X22 (11) W21X44 (30) W16X26 (13) W16 X 2 6 ( 1 5 ) W16 X 3 1 ( 2 7 ) c = 1 / 2 " W16 X 3 1 ( 2 2 ) c = 1 / 2 " W16 X 3 1 ( 2 4 ) c = 1 / 2 " W16 X 3 1 ( 2 6 ) c = 1 / 2 " W16 X 3 1 ( 2 6 ) c = 1 / 2 " W16 X 3 1 ( 2 6 ) c = 1 / 2 " W21X44 MFB W21X44 MFB W21X44 (24) W24 X 5 5 ( 2 0 ) W14 X 2 2 ( 1 1 ) W21 X 4 4 M F B W21 X 4 4 M F B W21 X 4 4 M F B W21X44 MFB W18 X 3 5 ( 3 2 ) c = 5 / 8 " W18 X 3 5 ( 3 2 ) c = 5 / 8 " W18 X 3 5 ( 2 8 ) c = 5 / 8 " W18 X 3 5 ( 2 8 ) c = 5 / 8 " W18 X 3 5 ( 3 4 ) c = 5 / 8 " W18 X 3 5 ( 3 4 ) c = 5 / 8 " W18 X 3 5 ( 3 4 ) c = 5 / 8 " C1 2 X 2 5 W14 X 2 2 ( 4 ) W14 X 2 2 ( 4 ) W14 X 2 2 ( 4 ) 2 2 11.7 11.7 H H E.2 E.2 4.9 4.9 8.7 8.7 C1 S412 C1 S411 C2 S411 C3 S411A1 S411 A2 S411 A1 S412 W14 X 2 2 W12X14 (3, 3) W12 X 1 4 ( 6 ) W12X14 (8) W12X14 (8) W21 X 4 4 M F B OPEN W12X14 (8) D1 S421 D2 S421 D3 S421 B1 S421 D4 S421 B2 S421 B3 S421 B4 S421 C2 S412 6" 6" C1 2 X 2 5 C1 2 X 2 5 C1 S441A1 S441 C4 S441 A3 S441 C3 S441 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 1 1/2"x3/16" 19W-4 STL GRATING CATWALK ABV, SEE (A5/102) C1 S601 TYP L4 L4 L4 W12X14 (8) (5 ) E Q S P L4 L4 L4 L4 L4L4 (5 ) E Q S P (4 ) E Q S P A L4 L4 L4 L4 (5 ) E Q S P L4 L4 L4 3 1/2" CONC OVER 3" MTL DECK 3 1/2" CONC OVER 3" MTL DECK 1 1/2"x3/16" 19W-4 STL GRATING 1 1/2"x3/16" 19W-4 STL GRATING D4 S602 TYP D4 S602 TYP D5 S602 D5 S602 W16X26 W12 X 1 4 W12X19 W12X19 (8) C12X25 C8X 1 1 . 5 C12X25 C12X25 C8X11.5 C8X11.5 C8X11.5 C8X11.5 C8X 1 1 . 5 C12X25 C12X25 C8X11.5 HS S 1 2 X 4 X 5 / 1 6 HS S 1 2 X 4 X 5 / 1 6 HSS12X4X5/16 HS S 1 2 X 4 X 5 / 1 6 HS S 1 2 X 4 X 5 / 1 6 HSS12X4X5/16 HSS GIRT SEE ELEV HSS GIRT SEE ELEV HSS GIRT SEE ELEV HSS GIRT SEE ELEV HSS6X6X5/16 HS S 6 X 6 X 5 / 1 6 A1 S601 A2 S601 C3 S601 TYP A2 S601 SIM TYP TYPTYP C5 S602 B4 S422 B1 S602 B1 S601 TYP B1 S602 C2 S601 TYP B1 S601 TYP B1 S602 A2 S601 A1 S601 TYP C3 S601 TYP TYP A1 S601 TYP A1 S601 TYP A2 S601 TYP A2 S601 SIM TYP A2 S601 TYP SIM D5 S602 B4 S601 TYP B1 S601 TYP B4 S601 TYP C3 S601 TYP D4 S602 TYP B4 S601 TYP C1 S601 TYP C2 S601 TYP D5 S602 B2 S602 C2 S602 TYP D1 S603 TYP A3 S602 TYP C2 S602 TYP D1 S603 TYP C2 S602 TYP D1 S603 TYP D1 S603 TYP C2 S602 TYP C2 S602 TYP C1 2 X 2 5 REINF MEZZ SLAB W/ #3 AT 18" oc EW, PROVIDE 1" CLR COVER TO TOP, UNO REINF MEZZ SLAB W/ #3 AT 18" oc EW, PROVIDE 1" CLR COVER TO TOP, UNO B1 S602 TYP C8X11.5 C8X11.5 C8X11.5 C8X11.5 C8X11.5 C8X11.5 TYP B1 S601 TYP C8X11.5 C12 X 2 5 C8X11.5 C8X11.5 WT4x5 DIAGONAL, TYP WT4x5 DIAGONAL, TYP S603 C2 TYP D5 S603 TYP C3 S602 TYP WT4x5 HANGER C1 S603 TYP WT4x5 HANGER C8X11.5 WT4x5 HANGER, TYP AT LADDER HSS6X4X1/4 (LSV-HIGH) HSS3X3X5/16 (LOW) HS S 3 X 3 X 5 / 1 6 ( L O W ) HS S 6 X 4 X 1 / 4 ( L S V - H I G H ) C2 S602 TYP C2 S602 TYP SEE ARCH DWG ELEV OF GIRTS SEE ARCH DWG FOR ELEV OF GIRTS HS S 4 X 2 X 1 / 4 ( L S V ) HS S 6 X 2 X 1 / 4 ( L S V ) C2 S602 TYP C2 S602 TYP B2 S701 1 HSS GIRT SEE ELEV 1 1 MARKS & SYMBOLS LEGEND FRAMING PLAN NOTES: 1.VERIFY WALL FLOOR OPENINGS FOR MECHANICAL SHAFTS, STAIRS, ETC. WITH ARCHITECTURAL DRAWINGS. 2.SEE FLOOR FRAMING DETAILS ON SHEET (S601) FOR FRAMING AROUND MISCELLANEOUS OPENINGS. 3.SEE SHEETS (S421) THRU (S424) FOR FRAME ELEVATIONS AND DETAILS. 4.SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS TO STEEL COLUMNS AND SLAB EDGES. 5.SEE FOOTING AND FOUNDATION DETAILS ON SHEET (S501) FOR REINFORCING AROUND MISCELLANEOUS OPENINGS IN CONCRETE WALLS. CONC COL, SEE SCHED ON (S301) LATERAL FRAME MOMENT CONNECTIONS CB-x CONC BM, SEE SCHED ON (S301) CC-x CONC COL, SEE SCHED ON (S301) GRAVITY MOMENT CONNECTIONS (c=_")REQD PRE-CAMBER AT MID-SPAN OF BMS, CAMBER TOLERANCE SHALL BE +1/4", -0" (x)NUMBER OF HSA FOR SECTION OF COMPOSITE STL BM, SEE GSN ON (S101) W_x_COMPOSITE STL BMS, SEE GSN ON (S101) SC-x STL COL, SEE SCHED ON (S301) CONC WALL, SEE SCHED ON (S301) DEPRESSED SLAB, SEE ARCH PLANS FOR EXACT LOCATION AND EL ADDITIONAL CONC REINF OF (2) #6 BARS x 6'-0", CTR ON CORNERS, NO SPLICES CONC OVER MTL DECK, SEE GSN ON (S101) SECTION MARK SHEET NUMBER MFB MOMENT FRAME BEAM, PROVIDE 3/4" Ø HSA AT 12" oc SEE DETAILS AND ELEV ON (S421) THRU (S424) L4 L4x4x5/16 BRACE, SEE (A2/S601) SHEET NUMBER (S4XX) FRAME EL MARK FRAME STL COL, SEE SCHED ON (S302)or DOUBLE SHEAR CONNECTION, SEE SCHED ON (S301) BFC BRACE FRAME COLUMN, SEE DETAILS AND ELEV ON (S43X) DRAG STRUT CONNECTION SEE DETAILS ON (S701) 910 K A1 S412 B3 S433 C8 X 1 1 . 5 C8 X 1 1 . 5 C8X 1 1 . 5 C8X 1 1 . 5 1 1/2"x3/16" 19W-4 STL GRATING C12X25 CATWALK BLW D2 S603 D4 S603 D3 S603 C1 2 X 3 0 1'- 0 " 1'-0 " C12X25 B1 S602 B1 S602 WT4x5 DIAGONAL, TYP S603 C2TYP HANGER FROM BELOW S603 C4 S603 C4 1 SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: DUNN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com DIMENSIONS AND ELEVATIONS, AS THEY RELATE TO THE BUILDING IN GENERAL, i.e. GRID TO GRID DIMENSIONS OR DECK BEARING ELEVATIONS, ARE SUPPLIED BY THE ARCHITECT. THEY ARE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. NOTE: THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS DATED 07.25.2012 Th i s d r a w i n g , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v ic e , i s t h e p r o p e r t y o f D U N N A S S O C I A T E S I N C , a n d s h al l n o t b e u s e d , i n w h o l e o r p a r t f o r a n y o t h e r p r o je c t w i t h o u t t h e w r i t t e n p e r m i s s i o n o f a n a u t h o r i z e d r e p r e s e n t a t i v e o f D U N N A S S O C I A T E S I N C . U n a u t h o r i z ed u s e wi l l b e p r o s e c u t e d t o t h e f u l l e s t e x t e n t o f t h e l a w . C o p y r i g h t © 2 0 1 1 b y D U N N A S S O C I A T E S I N C . 100% CONSTRUCTION DOCUMENTSJULY 31, 201201 8/ 2 4 / 2 0 1 2 2 : 0 7 : 0 8 P M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ j o n a t h a n \ D o c u m e n t s \ 1 1 0 0 5 - C e n t r a l - V 1 2 _ j o n a t ha n . r v t MEZZANINE FLOOR FRAMING PLAN S102 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S JRS TRM/TAK 11005 100% Construction Documents July 31, 2012 July 31, 2012 100% Construction Documents NORTH S102SCALE: 1/8" = 1'-0" A1 MEZZANINE FLOOR FRAMING PLAN NORTH S102SCALE: 1/8" = 1'-0" A5 UPPER CATWALK FRAMING 1Aug 27, 2012Addendum 1 08/24/2012 1 1 1.7 1.7 3 3 4 4 4.8 4.8 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 13 A A B B B.4 B.4 C C D D E E F F G G K K L L L.9 L.9 M M N N W24X55 (26) W24 X 5 5 ( 1 0 , 3 , 1 2 ) c = 1 / 2 " W24 X 6 2 ( 1 2 , 4 , 1 2 ) c = 1 / 2 " W24 X 5 5 ( 2 4 ) c = 3 / 4 " W24 X 6 2 ( 1 2 , 4 , 1 2 ) c = 1 / 2 " W24 X 5 5 ( 1 0 , 3 , 1 2 ) c = 1 / 2 " W27 X 9 4 ( 2 5 ) W24 X 7 6 ( 4 0 ) W21 X 4 4 ( 2 6 ) c = 1 / 2 W27 X 1 1 4 ( 3 5 ) W27 X 1 1 4 ( 4 0 ) W18X46 (8) W18X46 (8) W24X76 (35) W24X76 (35) W14X22 (9) W14X22 (9) W14 X 2 2 ( 4 ) W14 X 2 2 ( 4 ) W14X22 (8) W14X22 (8) W14 X 2 2 ( 4 ) W14 X 2 2 ( 4 ) W8X10 (6) W8X10 (6)W8X10 (6) W8X10 (6) W8X10 (6) W8X10 (6) W24X62 (5,4) W8X10 (6) W8X10 (6) W8X10 (6) W8X10 (6) W27X84 (16) W27X84 (16) W8X10 (6) W8X10 (6) W8X10 (6) W14X22 (8) W14X22 (8) W14X22 (4) W14X22 (4) W8X10 (4) W8X10 (4) W24X55 (17) W24X55 (18) W24 X 5 5 ( 2 3 ) W24 X 5 5 ( 2 3 ) W21 X 4 4 ( 1 0 , 3 , 1 0 ) c = 1 / 2 " W21 X 4 4 ( 1 0 , 2 , 1 0 ) c = 1 / 2 " W21 X 4 4 ( 1 0 , 2 , 1 0 ) c = 1 / 2 " W21 X 4 4 ( 1 0 , 3 , 1 0 ) c = 1 / 2 " W21X44 (24) c=3/4" W21X44 (24) c=3/4" W18 X 4 0 ( 2 5 ) W18 X 4 0 ( 2 2 ) c = 1 / 2 " W18X35 (21)W18X35 (21) W16X26 (15) c=1/2" W16X26 (15) c=1/2" W16X26 (16) c=1/2"W16X26 (16) c=1/2" W16X26 (15) c=1/2" W16X26 (15) c=1/2" W16X26 (15) c=1/2" W16X26 (15) c=1/2" W16X26 (16) c=1/2" W16X26 (16) c=1/2" W16X26 (16) c=5/8" W16X26 (16) c=5/8" W16X26 (15) c=1/2" W16X26 (14) c=1/2" W16X26 (14) c=1/2" W16X26 (14) c=7/8" W16X31 (19) c=3/4" W16X31 (19) c=3/4" W16X26 (16) c=3/4" W27 X 9 4 ( 3 0 ) W21 X 5 0 ( 2 2 ) c = 5 / 8 " W24 X 5 5 ( 1 1 , 3 , 1 1 ) W21 X 5 0 ( 2 2 ) c = 5 / 8 " W24 X 5 5 ( 1 1 , 3 , 1 1 ) W21 X 4 4 ( 2 6 ) c = 1 / 2 " W14X22 (10) W14X22 (4) W14X22 (10) W14X22 (10) W24 X 5 5 ( 2 3 ) W24 X 5 5 ( 2 3 ) W18X40 (22) c=7/8" W18X40 (22) c=7/8" W18X40 (22) c=7/8" W18X40 (22) c=7/8" W18X40 (22) c=7/8" W18X40 (22) c=1" W18X40 (22) c=1" W14X48 (18)W14X48 (18) W16X26 (12) W14X48 (22) W14X48 (18) W16 X 2 6 ( 1 4 ) W16 X 2 6 ( 5 , 4 , 5 ) W16 X 3 1 ( 7 , 2 , 7 ) c = 5 / 8 " W16 X 3 1 ( 1 9 ) c = 5 / 8 " W18X35 (21) c=1/2 W18X40 (23) c=1/2" W16X31 (19) c=3/4" W16X31 (19) c=3/4" W18X35 (16) W16X31 (19) c=7/8" W16X31 (19) c=7/8" W24 X 6 2 ( 2 6 ) c = 5 / 8 " W14X22 (13) W14X22 (13) W14X22 (12) W14X22 (7, 2, 5) W18X35 (20) c=1" W18X40 (31) c=5/8" W18X35 (20) c=1" W18X35 (20) c=1" W18X35 (20) c=1" W18X35 (20) c=7/8" W18X35 (20) c=7/8" W18X35 (20) c=7/8" W24X55 (26) A1 S431 W8X10 (6) W8X10 (6) W21X62 (30) W21X62 (30) W14 X 2 2 ( 8 ) W16 X 2 6 ( 8 ) W16 X 2 6 ( 8 ) W16 X 2 6 ( 8 ) W16 X 2 6 ( 8 ) W16 X 2 6 ( 8 ) W16 X 2 6 ( 8 ) W16 X 2 6 ( 8 )A BV H SS6X 6 X 5 /16 A BV H SS6X 6 X 5 /16 AB V HSS6X6X5/16 AB V HSS6X6X5/16 W14 X 2 2 ( 1 7 ) OPEN W24X62 (5,4) W14 X 2 2 ( 4 ) W12X14 (4) W14 X 2 2 ( 7 ) W14 X 2 2 ( 7 ) W12 X 1 4 ( 4 ) W12 X 1 4 ( 4 ) W14 X 2 2 ( 7 ) 2 2 11.7 11.7 H H E.2 E.2 4.9 4.9 8.7 8.7 A BV H SS6X 6 X 5 /16 A BV H SS6X 6 X 5 /16 A BV H SS6X 6 X 5 /16 A BV H SS6X 6 X 5 /16 A BV H SS6X 6 X 5 /16 A BV H SS6X 6 X 5 /16 A BV H SS6X 6 X 5 /16 A BV H SS6X 6 X 5 /16 A BV H SS6X 6 X 5 /16 A BV H SS6X 6 X 5 /16 AB V HSS6X6X5/16ABVHSS6X6X5/16 A BV H SS6X 6 X 5 /16 A BV H SS6X 6 X 5 /16 AB V HSS6X6X5/16ABVHSS6X6X5/16 A BV H SS6X 6 X 5 /16 A BV H SS6X 6 X 5 /16 KICKER BRACE C1 S412 C1 S411 C2 S411 C3 S411A1 S411 A2 S411 A1 S412 A2 S433 W18X35 (20) c=3/4" W18X35 (20) c=3/4" W14X22 (12) W14X22 (12) W14X22 (12) W14X22 (13) W14X22 (12) W14X22 (12) W16X36 (16) c=1/2" W16X26 (14) c=1/2"W18X35 (20) c=7/8" W18X35 (20) c=7/8" W16X26 (16) c=5/8" W16X26 (16) c=5/8" W14X22 (7, 2, 5) W18X35 (20) c=3/4" W18X35 (20) c=3/4" W14X22 (12) W14X22 (12) W18X35 (20) c=3/4" D1 S701 TYPD2 S701 D1 S701 TYP D2 S701 W14 X 2 2 ( 4 ) W14 X 2 2 ( 4 ) W14X22 (12) W24X62 (30) W12X14 (6) W12X14 (4) W12X14 (4) W12 X 1 4 ( 5 ) W12 X 1 4 ( 5 ) W14X22 (4) ROOF HATCH ROOF HATCH W14 X 2 2 ( 8 ) C2 S412 W24X62 (30) W18X35 (20) c=3/4" W18X35 (21) c=5/8" C1 S441A1 S441 C4 S441 A3 S441 B3 S433 B2 S433 A1 S433 B1 S433 D3 S433 D2 S433 D1 S433 A3 S431 C3 S441 1'-0 " REINF ROOF SLAB W/ #3 AT 18" oc EW, PROVIDE 1" CLR COVER TO TOP, UNO REINF W/ #5 AT 18"oc EW REINF W/ #5 AT 18"oc EW (6) #5 AT 3"oc x CONT CHORD STEEL, STAGGER LAP SPLICES (6) #5 AT 3"oc x CONT CHORD STEEL, STAGGER LAP SPLICES (6) #5 AT 3"oc x CONT CHORD STEEL, STAGGER LAP SPLICES 8 3/4"8 3/4"8 3 / 4 " 1'-0 3/4" TYP. UNO 6" 8 3 / 4 " 8 3/4" 8 3 / 4 " 6" W14 X 2 2 ( 8 ) W14 X 2 2 ( 8 ) 1'-0" 8 3 / 4 " 8 3/4" 8 3 / 4 " 8" W14X22 (12) 8 3 / 4 " 8 3/4"8 3/4" 1'-0 3/4" TYP, UNO ABVBFC W12 X 1 4 ( 3 , 1 , 2 )A BV B F C ABVBFCABVBFCABVBFCABVBFCABVBFCABVBFCABVBFC ABVBFC ABVBFC W14 X 2 2 ( 8 ) CHANDELIER HOIST BM, HOIST ATTACHMENT TO BM BY SUPPLIER 6" 6" A BV B F C W14 X 4 8 ( 8 ) ABVBFC ABVBFC ABVBFCABVBFC W8X10 (6) ABVBFCABVBFCABVBFC ABVBFC ABVBFC ABVBFC ABVBFC ABVBFC W14 X 2 2 ( 8 ) W14 X 2 2 ( 8 ) 8 3/4" 8 3 / 4 " 8 3/4" 1'- 0 3 / 4 " 1'- 0 3 / 4 " D2 S701 D2 S701 1'- 0 3 / 4 "A BV H SS6X 6 X 5 /16 AB V HSS6X6X5/16 A BV H SS6X 6 X 5 /16 A BV H SS6X 6 X 5 /16 AB V HSS6X6X5/16ABVHSS6X6X5/16ABVHSS6X6X5/16ABVHSS6X6X5/16 ABVHSS6X6X5/16 A BV H SS6X 6 X 5 /16 AB V HSS6X6X5/16 1'-0 3/4" TYP, UNO W8X 1 0 ( 4 ) W8X 1 0 ( 4 ) W8X 1 0 ( 4 ) W8X 1 0 ( 4 ) W8X 1 0 ( 4 ) W8X 1 0 ( 4 ) W8X 1 0 ( 4 ) W8X 1 0 ( 4 ) W8X 1 0 ( 4 ) W8X 1 0 ( 4 ) W8X 1 0 ( 4 ) W8X 1 0 ( 4 ) W8X 1 0 ( 4 ) W8X 1 0 ( 4 ) W8X 1 0 ( 4 ) W8X 1 0 ( 4 ) W8X10 (4) W8X10 (4) A1 S701 A2 S701 A1 S701 C4 S701 TYP B2 S701 C1 S601 TYP C2 S601 TYP C1 S601 TYP C5 S701 TYP C2 S601 TYP A2 S701 C2 S701 TYP C4 S701 TYP C3 S701 TYP C4 S701 TYP C4 S701 TYP B2 S701 A1 S701 A2 S701 C2 S601 TYP C2 S601 TYP C1 S601 TYP B1 S701 TYP C2 S701 TYP B2 S701 C3 S701 TYP C4 S701 TYP CANT CANT A1 S701 A1 S701 C2 S601 TYP B1 S701 TYP C2 S601 TYP C1 S601 TYP C1 S601 TYP (3) #5 AT 3" oc x CONT CHORD STEEL, STAGGER LAP SPLICES TYP 12'-0" (3) #5 AT 3" oc x CONT CHORD STEEL, STAGGER LAP SPLICES CANT CANT B2 S701 C4 S701 TYP B2 S701 C4 S701 TYP B2 S701 C3 S701 TYP C3 S701 TYP C2 S601 TYP C3 S701 TYP SIM C3 S601 TYP C5 S701 TYP C4 S701 TYP C3 S701 TYP SIMABVHSS6X6X5/16 W16 X 2 6 ( 8 ) W16 X 2 6 ( 8 )A BV H SS6X 6 X 5 /16 W16 X 2 6 ( 8 ) W16 X 2 6 ( 8 )A BV H SS6X 6 X 5 /16 AB V HSS6X6X5/16ABVHSS6X6X5/16 AB V HSS6X6X5/16ABVHSS6X6X5/16 A BV H SS6X 6 X 5 /16 A BV H SS6X 6 X 5 /16 A BV H SS6X 6 X 5 /16 AB V HSS6X6X5/16ABVHSS6X6X5/16 AB V HSS6X6X5/16ABVHSS6X6X5/16 W8X 1 0 ( 4 ) W8X 1 0 ( 4 ) W8X 1 0 ( 4 ) W8X 1 0 ( 4 )A BV H SS6X 6 X 5 /16 D5 S701 D5 S701 OPP D5 S701 D5 S701 OPP(3) #5 AT 3"oc x CONT CHORD STEEL, STAGGER LAP SPLICES (3) #5 AT 3"oc x CONT CHORD STEEL, STAGGER LAP SPLICES (3) #5 AT 3" oc x CONT CHORD STEEL, STAGGER LAP SPLICES C4 S701 TYP TYP 12'-0" (6) #5 AT 3"oc x CONT CHORD STEEL, STAGGER LAP SPLICES (6) #5 AT 3"oc x CONT CHORD STEEL, STAGGER LAP SPLICES D5 S701 D5 S701OPP D5 S701 D5 S701 OPP C4 S701 TYP D3 S702 TYP D3 S702 TYP D2 S702 SIM, TYP D2 S702 SIM D2 S702 SIM D2 S702 TYP D2 S702 TYP D2 S702 TYP D1 S702 TYP D1 S702 TYP S702 D3 TYP S702 D3 TYP S702 D3 TYP WT HANGER WT HANGER WT HANGER W12 X 1 4 ( 4 ) W12X14 (4) D4 S702 D4 S702 W12 X 1 4 ( 6 ) WT HANGER D4 S702 L KICKER BLW, TYP L KICKER BLW, TYP A1 S701 1 1 1 1 1 1 1 1 1 TYP WT HANGER 1 1 W14 X 4 8 ( 8 ) 1 1 1 1 MARKS & SYMBOLS LEGEND FRAMING PLAN NOTES: 1.VERIFY WALL FLOOR OPENINGS FOR MECHANICAL SHAFTS, STAIRS, ETC. WITH ARCHITECTURAL DRAWINGS. 2.SEE FLOOR FRAMING DETAILS ON SHEET (S601) FOR FRAMING AROUND MISCELLANEOUS OPENINGS. 3.SEE SHEETS (S421) THRU (S424) FOR FRAME ELEVATIONS AND DETAILS. 4.SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS TO STEEL COLUMNS AND SLAB EDGES. 5.SEE FOOTING AND FOUNDATION DETAILS ON SHEET (S501) FOR REINFORCING AROUND MISCELLANEOUS OPENINGS IN CONCRETE WALLS. CONC COL, SEE SCHED ON (S301) LATERAL FRAME MOMENT CONNECTIONS CB-x CONC BM, SEE SCHED ON (S301) CC-x CONC COL, SEE SCHED ON (S301) GRAVITY MOMENT CONNECTIONS (c=_")REQD PRE-CAMBER AT MID-SPAN OF BMS, CAMBER TOLERANCE SHALL BE +1/4", -0" (x)NUMBER OF HSA FOR SECTION OF COMPOSITE STL BM, SEE GSN ON (S101) W_x_COMPOSITE STL BMS, SEE GSN ON (S101) SC-x STL COL, SEE SCHED ON (S301) CONC WALL, SEE SCHED ON (S301) DEPRESSED SLAB, SEE ARCH PLANS FOR EXACT LOCATION AND EL ADDITIONAL CONC REINF OF (2) #6 BARS x 6'-0", CTR ON CORNERS, NO SPLICES CONC OVER MTL DECK, SEE GSN ON (S101) SECTION MARK SHEET NUMBER MFB MOMENT FRAME BEAM, PROVIDE 3/4" Ø HSA AT 12" oc SEE DETAILS AND ELEV ON (S421) THRU (S424) L4 L4x4x5/16 BRACE, SEE (A2/S601) SHEET NUMBER (S4XX) FRAME EL MARK FRAME STL COL, SEE SCHED ON (S302)or DOUBLE SHEAR CONNECTION, SEE SCHED ON (S301) BFC BRACE FRAME COLUMN, SEE DETAILS AND ELEV ON (S43X) DRAG STRUT CONNECTION SEE DETAILS ON (S701) SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: DUNN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com DIMENSIONS AND ELEVATIONS, AS THEY RELATE TO THE BUILDING IN GENERAL, i.e. GRID TO GRID DIMENSIONS OR DECK BEARING ELEVATIONS, ARE SUPPLIED BY THE ARCHITECT. THEY ARE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. NOTE: THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS DATED 07.25.2012 Th i s d r a w i n g , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v ic e , i s t h e p r o p e r t y o f D U N N A S S O C I A T E S I N C , a n d s h al l n o t b e u s e d , i n w h o l e o r p a r t f o r a n y o t h e r p r o je c t w i t h o u t t h e w r i t t e n p e r m i s s i o n o f a n a u t h o r i z e d r e p r e s e n t a t i v e o f D U N N A S S O C I A T E S I N C . U n a u t h o r i z ed u s e wi l l b e p r o s e c u t e d t o t h e f u l l e s t e x t e n t o f t h e l a w . C o p y r i g h t © 2 0 1 1 b y D U N N A S S O C I A T E S I N C . 100% CONSTRUCTION DOCUMENTSJULY 31, 201201 8/ 2 4 / 2 0 1 2 2 : 0 7 : 0 9 P M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ j o n a t h a n \ D o c u m e n t s \ 1 1 0 0 5 - C e n t r a l - V 1 2 _ j o n a t ha n . r v t ROOF FRAMING PLAN S103 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S JRS TRM/TAK 11005 100% Construction Documents July 31, 2012 July 31, 2012 100% Construction Documents NORTH S103SCALE: 1/8" = 1'-0" A1 ROOF FRAMING PLAN 1Aug 27, 2012Addendum 1 1 1 08/24/2012 1 1 1.7 1.7 3 3 4 4 4.8 4.8 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 13 A A B B B.4 B.4 C C D D E E F F G G K K L L L.9 L.9 M M N N A1 S431 W18X35 (20) c=3/4" W18X46 (10,14,8) W18X40 (22) c=5/8" W18X35 (18) c=3/4" W18X46 (10,14,10) W18 X 4 6 ( 8 , 6 , 6 , 8 ) W18 X 4 6 ( 8 , 6 , 6 , 8 ) W27 X 8 4 ( 3 5 ) W27X84 (35) W27 X 1 1 4 ( 1 0 ) W27 X 1 1 4 ( 1 0 ) W27 X 8 4 ( 3 5 ) W27X84 (35) W27 X 1 1 4 ( 1 0 ) W27 X 1 1 4 ( 1 0 ) HSS8X6X1/4 LSV (LOW)HSS8X6X1/4 LSV (LOW)HSS8X6X1/4 LSV (LOW)HSS8X6X1/4 LSV (LOW)HSS8X6X1/4 LSV (LOW)HSS8X6X1/4 LSV (LOW)HSS8X6X1/4 LSV (LOW)HSS8X6X1/4 LSV (LOW) HS S 8 X 6 X 1 / 4 L S V ( L O W ) HS S 8 X 6 X 1 / 4 L S V ( L O W ) HSS8X6X1/4 LSV (LOW)HSS8X6X1/4 LSV (LOW) HSS8X6X1/4 LSV (LOW)HSS8X6X1/4 LSV (LOW)HSS8X6X1/4 LSV (LOW)HSS8X6X1/4 LSV (LOW)HSS8X6X1/4 LSV (LOW)HSS8X6X1/4 LSV (LOW)HSS8X6X1/4 LSV (LOW)HSS8X6X1/4 LSV (LOW) HS S 8 X 6 X 1 / 4 L S V ( L O W ) HS S 8 X 6 X 1 / 4 L S V ( L O W ) HS S 8 X 6 X 1 / 4 L S V ( L O W ) HS S 8 X 6 X 1 / 4 L S V ( L O W ) HSS8X6X1/4 LSV (LOW) HS S 6 X 6 X 1 / 4 ( H I G H ) HSS6X6X1/4 (HIGH)HSS6X6X1/4 (HIGH)HSS6X6X1/4 (HIGH)HSS6X6X1/4 (HIGH) HS S 6 X 6 X 1 / 4 ( H I G H ) HS S 6 X 6 X 1 / 4 ( H I G H ) HSS6X6X1/4 (HIGH) HS S 6 X 6 X 1 / 4 ( H I G H ) HSS6X6X1/4 (HIGH)HSS6X6X1/4 (HIGH)HSS6X6X1/4 (HIGH)HSS6X6X1/4 (HIGH) HS S 6 X 6 X 1 / 4 ( H I G H ) HS S 6 X 6 X 1 / 4 ( H I G H ) HSS6X6X1/4 (HIGH)HSS6X6X1/4 (HIGH)HSS6X6X1/4 (HIGH)HSS6X6X1/4 (HIGH) HS S 6 X 6 X 1 / 4 ( H I G H ) HS S 6 X 6 X 1 / 4 ( H I G H ) HSS6X6X1/4 (HIGH) HS S 6 X 6 X 1 / 4 ( H I G H ) HS S 6 X 6 X 1 / 4 ( H I G H ) HSS6X6X1/4 (HIGH)HSS6X6X1/4 (HIGH)HSS6X6X1/4 (HIGH)HSS6X6X1/4 (HIGH) HS S 6 X 6 X 1 / 4 ( H I G H ) 2 2 11.7 11.7 H H E.2 E.2 4.9 4.9 8.7 8.7 A2 S433 W12 X 1 4 ( 8 ) W12X14 (4) W12 X 1 4 ( 8 ) C1 S441A1 S441 B3 S433 B2 S433 A1 S433 B1 S433 D3 S433 D2 S433 D1 S433 A1 S432 A3 S432 A3 S431 HS S 6 X 6 X 1 / 4 ( H I G H ) HS S 6 X 6 X 1 / 4 ( H I G H ) HS S 6 X 6 X 1 / 4 ( H I G H ) HS S 6 X 6 X 1 / 4 ( H I G H ) HS S 6 X 6 X 1 / 4 ( H I G H ) HS S 6 X 6 X 1 / 4 ( H I G H ) HS S 6 X 6 X 1 / 4 ( H I G H ) W27X114 (25) W12 X 1 4 ( 8 ) W27X114 (25) W12 X 1 4 ( 8 ) W14 X 2 2 ( 8 ) W12 X 1 4 ( 8 ) W12 X 1 4 ( 8 ) W12 X 1 4 ( 8 ) W12 X 1 4 ( 8 ) OPEN CHANDELIER PULLEY BM AB V BFC ABVBFC ABVBFC ABVBFC W18 X 3 5 ( 8 ) W18 X 3 5 ( 8 ) W12X14 (8) W12X14 (8)AB V BFC ABVBFC ABVBFCABVBFCW14X22 W14X22 W12 X 1 4 ( 8 ) S1 S1 S2 S2 SB SA REINF ROOF SLAB W/ #3 AT 18" oc EW, PROVIDE 1" CLR COVER TO TOP, UNO REINF ROOF SLAB W/ #3 AT 18" oc EW, PROVIDE 1" CLR COVER TO TOP, UNO C1 S701 HIGH AND LOW GIRT AT GRID 11.7: HIGH HSS6x6x1/4 LOW HSS6x6x1/4 SEE ARCH DETAILS FOR LOCATION AND ELEV. TYP HIGH AND LOW GIRT: HIGH HSS6x6x1/4 LOW HSS8x6x1/4 (LSV) SEE ARCH DETAILS FOR LOCATION AND ELEV. TYP AT PERIMETER OF EAST HIGH ROOF. 1'-0 3/4" TYP B4 S701 TYP B4 S701 TYP B4 S701 TYP B4 S701 TYP B2 S701 SIM B2 S701 SIM B2 S701 SIM B1 S701 TYP C2 S601 TYP C1 S601 TYPC2 S601 TYP OPEN C2 S601 TYP C2 S601 TYP SIM B2 S701 B1 S601 TYP C1 S601 TYP HSS6X6X1/4 (HIGH) HSS8X6X1/4 LSV (LOW) HSS6X6X1/4 (HIGH) HSS8X6X1/4 LSV (LOW) HSS6X6X1/4 (HIGH) HSS8X6X1/4 LSV (LOW) HSS6X6X1/4 (HIGH) HSS8X6X1/4 LSV (LOW) HSS6X6X1/4 (HIGH) HSS8X6X1/4 LSV (LOW) HS S 6 X 6 X 1 / 4 ( H I G H ) HS S 8 X 6 X 1 / 4 L S V ( L O W ) HS S 6 X 6 X 1 / 4 ( H I G H ) HS S 8 X 6 X 1 / 4 L S V ( L O W ) HS S 6 X 6 X 1 / 4 ( H I G H ) HSS6X6X1/4 (HIGH) HSS8X6X1/4 LSV (LOW) HSS6X6X1/4 (HIGH) HSS8X6X1/4 LSV (LOW) HS S 6 X 6 X 1 / 4 ( H I G H ) HS S 8 X 6 X 1 / 4 L S V ( L O W ) HS S 6 X 6 X 1 / 4 ( H I G H ) HS S 8 X 6 X 1 / 4 L S V ( L O W ) HS S 6 X 6 X 1 / 4 ( H I G H ) HSS8X6X1/4 LSV (LOW) (6) EQ SPCS (3 ) E Q S P C S (3) EQ SPCS (3 ) E Q S P C S (6) EQ SPCS (3 ) E Q S P C S (3) EQ SPCS (3 ) E Q S P C S (6) EQ SPCS (3 ) E Q S P C S (3 ) E Q S P C S (3 ) E Q S P C S (3 ) E Q S P C S HSS6X6X1/4 (HIGH) T/STL HIGH =133'-3 1/2" T/STL LOW =129'-2" VERIFY w/ ARCH DWGS T/STL HIGH =133'-3 1/2" T/STL LOW =129'-2" VERIFY w/ ARCH DWGS C3 S702 TYP AT GIRTS C3 S702 TYP AT GIRTS C3 S702 TYP AT GIRTS 6" TYP HS S 8 X 6 X 1 / 4 L S V ( L O W ) W27 X 1 1 4 ( 1 6 ) 1 1 1 W27 X 1 1 4 ( 1 6 ) 1 MARKS & SYMBOLS LEGEND FRAMING PLAN NOTES: 1.VERIFY WALL FLOOR OPENINGS FOR MECHANICAL SHAFTS, STAIRS, ETC. WITH ARCHITECTURAL DRAWINGS. 2.SEE FLOOR FRAMING DETAILS ON SHEET (S601) FOR FRAMING AROUND MISCELLANEOUS OPENINGS. 3.SEE SHEETS (S421) THRU (S424) FOR FRAME ELEVATIONS AND DETAILS. 4.SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS TO STEEL COLUMNS AND SLAB EDGES. 5.SEE FOOTING AND FOUNDATION DETAILS ON SHEET (S501) FOR REINFORCING AROUND MISCELLANEOUS OPENINGS IN CONCRETE WALLS. CONC COL, SEE SCHED ON (S301) LATERAL FRAME MOMENT CONNECTIONS CB-x CONC BM, SEE SCHED ON (S301) CC-x CONC COL, SEE SCHED ON (S301) GRAVITY MOMENT CONNECTIONS (c=_")REQD PRE-CAMBER AT MID-SPAN OF BMS, CAMBER TOLERANCE SHALL BE +1/4", -0" (x)NUMBER OF HSA FOR SECTION OF COMPOSITE STL BM, SEE GSN ON (S101) W_x_COMPOSITE STL BMS, SEE GSN ON (S101) SC-x STL COL, SEE SCHED ON (S301) CONC WALL, SEE SCHED ON (S301) DEPRESSED SLAB, SEE ARCH PLANS FOR EXACT LOCATION AND EL ADDITIONAL CONC REINF OF (2) #6 BARS x 6'-0", CTR ON CORNERS, NO SPLICES CONC OVER MTL DECK, SEE GSN ON (S101) SECTION MARK SHEET NUMBER MFB MOMENT FRAME BEAM, PROVIDE 3/4" Ø HSA AT 12" oc SEE DETAILS AND ELEV ON (S421) THRU (S424) L4 L4x4x5/16 BRACE, SEE (A2/S601) SHEET NUMBER (S4XX) FRAME EL MARK FRAME STL COL, SEE SCHED ON (S302)or DOUBLE SHEAR CONNECTION, SEE SCHED ON (S301) BFC BRACE FRAME COLUMN, SEE DETAILS AND ELEV ON (S43X) DRAG STRUT CONNECTION SEE DETAILS ON (S701) SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: DUNN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com DIMENSIONS AND ELEVATIONS, AS THEY RELATE TO THE BUILDING IN GENERAL, i.e. GRID TO GRID DIMENSIONS OR DECK BEARING ELEVATIONS, ARE SUPPLIED BY THE ARCHITECT. THEY ARE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. NOTE: THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS DATED 07.25.2012 Th i s d r a w i n g , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v ic e , i s t h e p r o p e r t y o f D U N N A S S O C I A T E S I N C , a n d s h al l n o t b e u s e d , i n w h o l e o r p a r t f o r a n y o t h e r p r o je c t w i t h o u t t h e w r i t t e n p e r m i s s i o n o f a n a u t h o r i z e d r e p r e s e n t a t i v e o f D U N N A S S O C I A T E S I N C . U n a u t h o r i z ed u s e wi l l b e p r o s e c u t e d t o t h e f u l l e s t e x t e n t o f t h e l a w . C o p y r i g h t © 2 0 1 1 b y D U N N A S S O C I A T E S I N C . 100% CONSTRUCTION DOCUMENTSJULY 31, 201201 8/ 2 4 / 2 0 1 2 2 : 0 7 : 0 9 P M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ j o n a t h a n \ D o c u m e n t s \ 1 1 0 0 5 - C e n t r a l - V 1 2 _ j o n a t ha n . r v t HIGH ROOF AND SCREEN WALL PLAN S104 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S JRS TRM/TAK 11005 100% Construction Documents July 31, 2012 July 31, 2012 100% Construction Documents NORTH S104SCALE: 1/8" = 1'-0" A1 HIGH ROOF AND SCREEN WALL FRAMING PLAN 1Aug 27, 2012Addendum 1 1 08/24/2012 4 4 A1 S431 W24 X 5 5 W24X55 W24X55 A1 S432 A3 S432 A3 S431 W24X55W24 X 5 5 W24 X 5 5 W24 X 5 5 W24X55 W24 X 5 5 W24 X 5 5 W24 X 5 5 W24 X 5 5 W14 X 2 2 W14 X 2 2 W12 X 1 4 1 1/2x3/16 19W-4 GALV GRATING MTL ROOF DECK, SEE GSN S1 S1 S2 S2 SBSB SASA W14X22 W14X22 B5 S701 TYP A4 S701 TYP B5 S701 TYP OPEN W12x14 AT BOTT OF LADDER W12X14 W12X14 W12X14 8"8" 3'-3"3'-3" 3'- 3 " 8" 3'- 3 " 8" 4 4 4 4 4 4 W14 X 2 2 W14 X 2 2 W14X22 A1 S431 A1 S432 A3 S432 A3 S431 W14X22 W12X14 W12 X 1 4 1 1/2x3/16 19W-4 GALV GRATINGW12X14 S1 S1 S2 S2 SBSB SASA A3 S701 TYPOPEN 4 W14 X 2 2 W14X22 W14 X 2 2 W14X22 A1 S431 A1 S432 A3 S432 A3 S431 W12X14 W12 X 1 4 S1S2 SBSB SASA A3 S701 TYP OPEN W12X14 4 4 W14 X 2 2 W14 X 2 2 A1 S431 W14X22 W14X22 A1 S432 A3 S432 A3 S431 S1 S1 S2 S2 SBSB SASA 1 1/2x3/16 19W-4 GALV GRATING W12X14 W12 X 1 4 A3 S701 TYP OPEN D3 S602 TYP SIM . HSS 6.0x3.0375 STATUE SUPPORT COL W12X14 4'-7 1/2"4'-7 1/2" 4'- 7 1 / 2 " 4'- 7 1 / 2 " 4 4 4 4 3 3 4 4 A1 S431 W14X22 W14 X 2 2 W14X22 W14 X 2 2 A1 S432 A3 S432 A3 S431 W12 X 1 4 1 1/2x3/16 19W-4 GALV GRATING S1 S1 S2 S2 SBSB SASA A3 S701 TYP OPEN W12x14 AT BOTTOM OF LADDER W12X14 W12X14 SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: DUNN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com DIMENSIONS AND ELEVATIONS, AS THEY RELATE TO THE BUILDING IN GENERAL, i.e. GRID TO GRID DIMENSIONS OR DECK BEARING ELEVATIONS, ARE SUPPLIED BY THE ARCHITECT. THEY ARE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. NOTE: THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS DATED 07.25.2012 Th i s d r a w i n g , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v ic e , i s t h e p r o p e r t y o f D U N N A S S O C I A T E S I N C , a n d s h al l n o t b e u s e d , i n w h o l e o r p a r t f o r a n y o t h e r p r o je c t w i t h o u t t h e w r i t t e n p e r m i s s i o n o f a n a u t h o r i z e d r e p r e s e n t a t i v e o f D U N N A S S O C I A T E S I N C . U n a u t h o r i z ed u s e wi l l b e p r o s e c u t e d t o t h e f u l l e s t e x t e n t o f t h e l a w . C o p y r i g h t © 2 0 1 1 b y D U N N A S S O C I A T E S I N C . 100% CONSTRUCTION DOCUMENTSJULY 31, 201201 9/ 1 7 / 2 0 1 2 8 : 1 8 : 2 7 A M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ t o d d \ D o c u m e n t s \ 1 1 0 0 5 - C e n t r a l - V 1 2 _ t o d d . r v t TOWER FRAMING PLANS S105 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S JRS TRM/TAK 11005 100% Construction Documents July 31, 2012 July 31, 2012 100% Construction Documents NORTH S105SCALE: 1/4" = 1'-0" A4 TOWER FRAMING PLAN (ELEVATION 150'-0") NORTH S105SCALE: 1/4" = 1'-0" A3 TOWER FRAMING PLAN (ELEVATION 163'-0") NORTH S105SCALE: 1/4" = 1'-0" C3 TOWER FRAMING PLAN (ELEVATION 182'-3") NORTH S105SCALE: 1/4" = 1'-0" D4 TOWER FRAMING PLAN (ELEVATION 189'-6") NORTH S105SCALE: 1/4" = 1'-0" C4 TOWER FRAMING PLAN (ELEVATION 172'-6") 4Sept 17, 2012Addendum 4 09/17/2012 E.E. D.D. C.C. B.B. A.A. 1. 1. 4. 4. 18" PFT AT 24"oc 2x8 J OISTS AT 24"oc OPEN OPEN 2. 2. 3. 3. 5. 5. F.F. G.G. 2x8 JOISTS AT 24"oc ML- 2 ML- 2 ML- 2 ML-3 ML-1 ML-1 ML-1 ML-1 B5 S801 B3 S801 SIM B4 S801 B4 S801 B3 S801 B3 S801 SIM B3 S801 B5 S801 A1 S801 A2 S801 D-1 E.E. D.D. C.C. B.B. A.A. 1. 1. 4. 4. FC2.098'-0" FC2.098'-0" 2. 2. 3. 3. 5. 5. F.F. G.G. MW-10A CW-16 FC5.098'-0" CW-10 MW-10B FC2.098'-0" FC5.098'-0" FC 5 . 0 9 8 ' - 0 " FC 5 . 0 9 8 ' - 0 " FC 5 . 0 9 8 ' - 0 " FC 5 . 0 9 8 ' - 0 " FC 5 . 0 9 8 ' - 0 " FC 2 . 0 9 8 ' - 0 " FC 2 . 0 9 8 ' - 0 " FC 2 . 0 9 8 ' - 0 " CW-08 MW-08 MW-10B CW-16 CW - 1 6 MW - 1 0 B CW - 1 4 MW - 0 8 MC-1MC-1MC-1MC-1MC-1MC-1MC-1MC-1MC-1MC-1MC-3MC-3MC-3MC-3 CW-14 MW-08 4" UNREINF CONC SOG OVER 4" MIN FREE DRAINING GRAVEL AT INTERIOR AREAS. SEE ARCH DWGS FOR T/SLAB. PROVIDE CONTROL JOINTS AT 10'-0"oc MAX SIM 4" UNREINF CONC SOG OVER 4" MIN FREE DRAINING GRAVEL. T/SLAB VARIES, SEE ARCH DWGS. PROVIDE CONTROL JOINTS AT 10'-0"oc MAX 12" CONC UTILITY PAD. REINF W/ #4 AT 18"oc TOP AND BOTT. SEE ARCH FOR T/SLAB 12" CONC UTILITY PAD. REINF W/ #4 AT 18"oc TOP AND BOTT. SEE ARCH FOR T/SLAB 12" CONC UTILITY PAD. REINF W/ #4 AT 18"oc TOP AND BOTT. SEE ARCH FOR T/SLAB MC-3MC-3 MW - 1 0 A CW - 1 6 C4 S801 TYP C3 S801 TYP C2 S801 TYP C5 S801 TYP C2 S801 TYP CW - 1 6 MW - 1 0 A CW - 1 6 MW - 1 0 A MW - 1 0 A CW - 1 6 MW - 0 8 CW - 1 4 C2 S801 TYP CW - 1 4 MW - 0 8 B1 S801 B1 S801 DRAINAGE BLOCKOUT AND POUR OVER SLAB. SEE ARCH DRAINAGE BLOCKOUT AND POUR OVER SLAB. SEE ARCH SIM B2 S801 TYP B2 S801 TYP MW-10B CW-16 MW-10B CW-16 MW-08 CW-14 TYP AT INT CW-16 MW-10B MW - 1 0 B CW - 1 6 C3 S801 TYP FOOTING AND FOUNDATION PLAN NOTES: MARKS AND SYMBOLS LEGEND FTG DESIGNATION TOF EL, SEE DET ON (S501) FOR REQD FROST DEPTH FTG EL 1.COORDINATE LOCATION OF DEPRESSED SLABS, SLOPED SLABS, FLOOR DRAINS AND UTILITY PADS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. 2.SEE ARCHITECTURAL DRAWINGS AND CIVIL DRAWINGS FOR EXTERIOR CONCRETE WORK AT DOORS, SIDEWALKS, ETC. 3.SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS TO ALL WALLS. 4.SEE FOOTING AND FOUNDATION DETAILS ON SHEET (S501) FOR BURIED PIPES RUNNING PARALLEL AND PERPENDICULAR TO FOOTINGS. 5.SEE FOOTING AND FOUNDATION DETAILS ON SHEET (S501) FOR TYPICAL CONSTRUCTION AND CONTROL JOINTS IN FLOOR SLABS. 6.SEE FOOTING AND FOUNDATION DETAILS ON SHEET (S501) FOR LOCATIONS WHERE CONTROL JOINTS ARE DISCONTINUOUS. 7.SEE FOOTING AND FOUNDATION DETAILS ON SHEET (S501) FOR REINFORCING AROUND MISCELLANEOUS OPENINGS IN CONCRETE WALLS. 8.SEE FOOTING AND FOUNDATION DETAILS ON SHEET (S501) FOR FILL BENEATH FOOTINGS DEPRESSED FND WALL, POUR SLAB OVER, SEE FTG AND FND DETS ON (S501) FTG STEP, SEE FTG AND FND DETS ON (S501) FLR OFFSET, SEE FTG AND FND DETS ON (S501) CONC WALL, SEE SCHED ON (S301) S S FC-x CONT FTG, SEE SCHED ON (S301) CJ CONTROL JOINT, SEE FTG AND FND DETS ON (S501) MAS WALL, SEE SCHED ON (S303) MAS COL, SEE SCHED ON (S303) ML-x MAS LINTEL, SEE SCHED ON (S303) MC-x MAS COL, SEE SCHED ON (S303) DEPRESSED SLAB, SEE ARCH PLANS FOR EXACT LOCATION AND EL SECTION MARK SHEET NUMBER ROOF FRAMING PLAN NOTES: 1.VERIFY ROOF SLOPES, DRAINS, AND DECK BEARING ELEVATIONS WITH ARCHITECTURAL DRAWINGS. SEE ROOF FRAMING DETAILS ON SHEET (S801). 2.REFER TO ARCHITECTURAL DRAWINGS FOR ALL CEILING ELEVATIONS AND SOFFIT ELEVATIONS AND DETAILS. 3.ALL ROOF SHEATHING SHALL HAVE FACE GRAIN PERPENDICULAR TO FRAMING MEMBERS. UNO. REFER TO SCHEDULE FOR SHEATHING TYPE AND NAILING SCHEDULE ON SHEET (S301). 4.WEIGHTS AND LOCATIONS OF MECHANICAL EQUIPMENT SHALL BE SUBMITTED TO ARCHITECT IN WRITING FOR REVIEW PRIOR TO PLACEMENT OF ROOF FRAMING. 5.TRUSS MANUFACTURER TO SUBMIT SHOP DRAWINGS FOR REVIEW OF ALL FRAMING MEMBERS. 6.REFER TO GENERAL STRUCTURAL NOTES ON SHEET (S002) FOR DESIGN LOADS OF ROOF TRUSSES. 7.ALL TRUSS DETAILS SHALL BE PROVIDED BY THE TRUSS MANUFACTURER. 8.TRUSS MANUFACTURER SHALL VERIFY ALL CEILING ELEVATIONS AND SPECIAL CONDITIONS PRIOR TO FABRICATION. 9.CONTRACTOR SHALL BE RESPONSIBLE TO PROPERLY BRACE BEAMS, TRUSSES, ETC. AS REQUIRED DURING CONSTRUCTION. D-x UNIFORM ROOF SNOW LOAD, SEE GSN MAX PSF O PSF D-1 MAX = 25 PSF L =6'-0" 'L' SNOW DRIFT LOADING DIAGRAM ROOF SHEATHING ORIENTATION, 19/32" THICK, W/ (40/20) APA SPAN RATING AND T&G EDGES, FASTEN W/ 10d NAILS AT 6"oc ON EDGES AND 12"oc IN THE FIELD SEE GSN ON (S002). PREFAB TRUSSES, SEE GSN ON (S002) FOR TRUSS LOADING REQUIREMENTS, SEE ARCH DWG FOR SPECIAL CEILING CONFIG, ROOF SLOPES AND OVERHANG CONDITIONS. PFT BRG WALL BLW CONC WALL BLW AND MASONRY WALL ABV, SEE SCHED ON (S301) AND (S303) MW-X CW-X 3 SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: DUNN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com DIMENSIONS AND ELEVATIONS, AS THEY RELATE TO THE BUILDING IN GENERAL, i.e. GRID TO GRID DIMENSIONS OR DECK BEARING ELEVATIONS, ARE SUPPLIED BY THE ARCHITECT. THEY ARE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. NOTE: THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS DATED 07.25.2012 Th i s d r a w i n g , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v ic e , i s t h e p r o p e r t y o f D U N N A S S O C I A T E S I N C , a n d s h al l n o t b e u s e d , i n w h o l e o r p a r t f o r a n y o t h e r p r o je c t w i t h o u t t h e w r i t t e n p e r m i s s i o n o f a n a u t h o r i z e d r e p r e s e n t a t i v e o f D U N N A S S O C I A T E S I N C . U n a u t h o r i z ed u s e wi l l b e p r o s e c u t e d t o t h e f u l l e s t e x t e n t o f t h e l a w . C o p y r i g h t © 2 0 1 1 b y D U N N A S S O C I A T E S I N C . 100% CONSTRUCTION DOCUMENTSJULY 31, 201201 9/ 1 0 / 2 0 1 2 2 : 2 1 : 2 0 P M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ t o d d \ D o c u m e n t s \ 1 1 0 0 5 - C e n t r a l - V 1 2 _ t o d d . r v t UTILITY BUILDING PLANS S106 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S JRS TRM/TAK 11005 100% Construction Documents July 31, 2012 July 31, 2012 100% Construction Documents NORTH S106SCALE: 1/8" = 1'-0" B3 UTILITY BUILDING ROOF FRAMING PLANNORTH S106SCALE: 1/8" = 1'-0" B2 MAIN FLOOR FRAMING PLAN 09/10/2012 TYPICAL FOOTING SECTION TYP FTG REINF 3" C L R 3" CLR 3" CLREQEQEQ CONCRETE FOOTING NOTES: 1.PLACE ALL FOOTING REINFORCING IN BOTTOM OF FOOTING WITH 3" CLEAR CONCRETE COVER, UNLESS NOTED OTHERWISE. 2.TOP REINFORCING, WHERE SPECIFIED, SHALL BE PLACED IN THE TOP OF THE FOOTING WITH 2" MINIMUM CONCRETE COVER. 3.IF FOOTINGS ARE EARTH FORMED, FOOTING WIDTH AND LENGTH SHALL BE 6" WIDER AND LONGER THAN SCHEDULED. 4.SEE GENERAL STRUCTURAL NOTES FOR ALL OTHER REQUIREMENTS. 5.NOT ALL FOOTINGS ARE USED, SEE FOUNDATION PLAN FOR FOOTING MARKS. 6.RUN CONTINUOUS BARS IN 'FC' FOOTING THROUGH INTERSECTED 'FS' FOOTINGS. C4500-S4500 CONCRETE FOOTING SCHEDULE CONT CONTFC3.0 3 '-0"#5 2 '-6"14"12"3 #5 EQ CONT CONTFC5.0 5 '-0"#5 4 '-6"14"16"REINF TOP AND BOTTOM5#5 EQ MARK WIDTH NO SPACING REINFORCING CROSSWISE COMMENTSLENGTHSIZELENGTHNOSPACING REINFORCING LENGTHWISE SIZE LENGTHDEPTH CONT CONTFC2.0 2 '-0"12"3 #4 EQ CONT CONT CONT FC7.0 7 '-0" #6 6 '-6"16" 20" TOP8#6 EQ #7 6 '-6"16"#6 EQ BOTTOM8 CONT CONT CONT FC8.0 8 '-0" #6 7 '-6"16" 20" TOP8#6 EQ #7 7 '-6"16"#7 EQ BOTTOM9 FS4.0 4 '-0"5 #5 3 '-6"EQ 3 '-6"#54 '-0"12"EQ5 FS5.0 5 '-0"5 #5 4 '-6"EQ 4 '-6"#55 '-0"12"EQ5 FS6.0 6 '-0"6 #6 5 '-6"EQ 5 '-6"#66 '-0"16"EQ6 FS7.0 7 '-0"8 #7 6 '-6"EQ 6 '-6"#77 '-0"20"EQ8 FS9.0 9 '-0"9 #7 8 '-6"EQ 8 '-6"#79 '-0"24"EQ9 CONT CONTFC7.0A 7 '-0"#6 6 '-6"14"12"7 #6 EQ CONT CONT CONT FC10.0 10 '-0" #7 9 '-6"16" 18" TOP8#7 EQ #7 9 '-6"16"#7 EQ BOTTOM8 CONT CONT CONT FC6.0 6 '-0" #5 5 '-6"16" 20" TOP5#5 EQ #6 5 '-6"16"#6 EQ BOTTOM5 CONT CONTFC5.0A 5 '-0"#5 4 '-6"14"12"5 #5 EQ 1 1 TYPE (D) (12) BARS TYPE (E) (18) BARS TYPE (F) (20) BARS TYPE (G) (28) BARS TYPE (A) (4) BARS TYPE (B) (6) BARS TYPE (C) (8) BARS TYPE (C) (ALTERNATE) (8) BARS CONCRETE COLUMN SCHEDULE MARK COLUMN SIZE VERTICAL TIES REINFORCING TYPE f'c CC-24x24 24" x 24"(8) #8 #4 AT 4"oc C 4000 L4x4x1/4 EA SIDE LONG SLOTTED HORIZ HOLES IN BM WEB (OR ANGLES AT CONTRACTORS OPTION) STL BM, SEE PLAN NOTCH EMBED CHANNEL FLANGES AROUND VERT WALL OR COL REINF AS REQD EMBED CHANNEL HSA 3/16 S301 B3 FILLET WELDS SHALL BE ANGLE THICKNESS MINUS 1/16" (1/4" MIN.) GRIND SMOOTH, TYP AT CHANNEL SIM EMBED CHANNEL CONNECTION SCHEDULE BEAM DEPTH CHANNEL ANCHORS TO 10"(1) C8x18.75x12"(4) 3/4"Ø x 6" HSA TO 16"(2) C8x18.75x12"(8) 3/4"Ø x 6" HSA TO 24"(3) C8x18.75x12"(12) 3/4"Ø x 6" HSA TO 30"(4) C8x18.75x12"(16) 3/4"Ø x 6" HSA 1 TYPE "A"TYPE "B"TYPE "C"TYPE "D" EQ EQ VERT REINF HORIZ REINF VERT REINF HORIZ REINF WALL REINFORCEMENT PLACEMENT TYPES: CONCRETE WALL NOTES: 1.SEE GENERAL STRUCTURAL NOTES FOR COVER AND OTHER REQUIREMENTS NOT NOTED IN SCHEDULE. 2.CONCRETE WALLS NOT DESIGNATED ON THE PLANS SHALL BE REINFORCED AS FOLLOWS: 3.PLACE STEEL IN THE CENTER OF THE WALL (EXCEPT TYPE 'B' AND RETAINING WALLS). WALLS THICKER THAN 10" SHALL HAVE TWO CURTAINS OF REINFORCEMENT (PLACED NEAR EACH FACE OF THE WALL), UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS. THICKNESS 6" 8" 10" 12" VERTICAL REINFORCING #4 BARS AT 18"oc #4 BARS AT 18"oc #4 BARS AT 16"oc #4 BARS AT 18"oc EA FACE HORIZONTAL REINFORCING #4 BARS AT 16"oc #4 BARS AT 12"oc #5 BARS AT 15"oc #4 BARS AT 16"oc EA FACE CONCRETE WALL SCHEDULE MARK THICKNESS REINFORCING VERTICAL COMMENTS HORIZONTAL TOP AND BOTTOM WALL TYPE CW-08 8"(1) #4 AT16"oc (1) #4 AT12"oc (2) #4 A __ CW-24 24"(2) #5 AT12"oc (2) #5 AT12"oc (2) #5 C __ CW-46 46"(2) #6 AT12"oc (2) #7 AT12"oc (2) #7 C __ 12"SEE S411-S412CSW-12 ---- -------- CW-09 9"(1) #4 AT16"oc (1) #4 AT12"oc (2) #4 A CW-12 12"(2) #6 AT16"oc (2) #4 AT12"oc (2) #5 C __ CW-16 16"(2) #6 AT16"oc (2) #5 AT14"oc (2) #5 C __ CW-14 14"(2) #4 AT16"oc (2) #5 AT16"oc (2) #5 C __ CW-48 48"(2) #6 AT12"oc (2) #7 AT12"oc (2) #7 C __ CW-10 10"(2) #6 AT16"oc (2) #4 AT16"oc (2) #4 C CONCRETE REINFORCING BAR LAP SPLICE NOTES: 1.THIS SCHEDULE SHALL BE USED FOR ALL SPLICES, UNLESS NOTED OTHERWISE. 2.HORIZONTAL BARS ARE CLASSIFIED AS TOP BARS WHERE 12", OR MORE, OF FRESH CONCRETE IS CAST BELOW THE REINFORCING BARS. 3.CLASS 'B' SPLICES SHALL BE USED FOR ALL SPLICES UNLESS NOTED OTHERWISE. 4.TIES AND STIRRUPS SHALL NOT BE SPLICED. 5.FOR ALL LIGHTWEIGHT CONCRETE, LAP LENGTHS SHALL BE MULTIPLIED BY 1.3. 6.FOR ALL EPOXY COATED BARS, LAP LENGTHS SHALL BE MULTIPLIED BY 1.3 FOR TOP BARS AND 1.5 FOR REGULAR BARS. 7.LAP LENGTHS SHALL BE MULTIPLIED BY 1.25 AT SHEARWALL BOUNDARY ELEMENTS AT FOOTINGS AND AT MOMENT FRAME BEAMS TO COLUMNS. 8.CLASS 'A' SPLICE IS DEVELOPMENT LENGTH, LD 45° BEND 180° HOOK 135° HOOK OFFSET D D 2 1/2 DIA 2 1/2 DIA D 4d OR 2 1/2" MIN D d d 12 2 2 1/2 DIA d 12 d 6 d OR 4 " MI N 90° HOOK D = 6d FOR #3 - #8 D = 8d FOR #9 - #11 D = 10d FOR #14 - #18 CONCRETE REINFORCING BAR LAP SPLICE SCHEDULE REGULAR TOP CLASS CLASS A B A B BAR SIZE f'c = 3000 PSI #3 17"22"22"28" #4 22"29"29"38" #5 28"36"36"47" #6 33"43"43"56" #7 48"63"63"81" #8 55"72"72"93" #9 62"81"81"105" #10 70"91"91"118" #11 78"101"101"131" REGULAR TOP CLASS CLASS A B A B f'c = 4000 PSI 15"19"19"25" 19"25"25"33" 24"31"31"41" 29"37"37"49" 42"54"54"71" 48"62"62"81" 54"70"70"91" 61"79"79"102" 67"87"87"114" REGULAR TOP CLASS CLASS A B A B f'c = 4500 PSI 14"18"18"23" 18"24"24"31" 23"30"30"38" 27"35"35"46" 40"51"51"67" 45"59"59"76" 51"66"66"86" 57"74"74"96" 64"82"82"107" REGULAR TOP CLASS CLASS A B A B f'c = 5000 PSI 13"17"17"22" 17"23"23"29" 22"28"28"36" 26"34"34"49" 38"49"49"63" 43"56"56"72" 48"63"63"81" 54"71"71"92" 60"78"78"102" REGULAR TOP CLASS CLASS A B A B f'c = 3500 PSI 16"20"20"26" 21"27"27"35" 26"33"33"43" 31"40"40"52" 45"58"58"75" 51"66"66"86" 58"75"75"97" 65"84"84"109" 72"93"93"121" 1 1 1 CONCRETE BEAM SCHEDULE * BEAM DEPTH INCLUDES SLAB THICKNESS MARK WIDTH BEAM NO.SIZE TYPE COMMENTS SIZE TYPE FROM EA SUPPORT FACE REINFORCEMENT STIRRUPS DEPTH CB-1 24 15 1/2" 4 #6 HT #4 2", (16) AT 4"oc 4 #6 HB 18" oc THERE AFTER -- --- NOTES: 1.SPLICE CONTINUOUS TOP BARS AT MIDSPAN AND CONTINUOUS BOTTOM BARS OVER SUPPORTS. 2.* PROVIDE AND INSTALL INTEGRITY BARS IT AND IB IN ALL BEAMS IT - ONE-SIXTH OF HT OR OT BARS WHICHEVER IS GREATER 2 BARS MIN IB - ONE-FOURTH OF HB OR OB BARS WHICHEVER IS GREATER 2 BARS MIN 3.WHERE BEAMS ARE SUPPORTED ON PARALLEL CONCRETE WALLS THE BAR LENGTHS SHALL INCLUDE THE LENGTH OF WALL. 4.FOR OT BARS, PROVIDE GREATER AREA OF STEEL NOTED FOR BOTH BEAMS (STEEL AREAS ARE NOT CUMULATIVE). KEY H = HOOKED END BAR 0 = OPEN END BAR B = BOTTOM BAR T = TOP BAR I = INTEGRITY BAR Ø = BAR DIAMTER L1 (CANTILEVER SPAN)L2 (INTERIOR SPAN) CLR 2" MIN STANDARD HOOK L3 6" MIN 6" MIN6" MIN BAR TYPE SCHEMATIC (CANTILEVER) 19 Ø 19 Ø 19 Ø OBHBIB*IB* IS GREATER 0.3L2 OR CLASS B SPLICE WHICHEVER WHICHEVER IS GREATER 0.3(L2 OR L3) CLASS B SPLICE CLASS B SPLICE IT*HT2 CLR 2" MIN STANDARD HOOK BAR TYPE SCHEMATIC 6" MIN 6" MIN 6" MIN L1 (END/SINGLE SPAN)L2 (INTERIOR SPAN) 19 Ø 19 Ø HB 2HB 19 Ø OBIB*IB* SPLICE CLASS B 0.3L1 HT IT* SPLICE CLASS B SPLICE CLASS B SPLICE CLASS BOTIT*OT IS GREATER 0.3 (L1 OR L2) WHICHEVER IS GREATER 0.3 (L1 OR L2) WHICHEVER CB-2 24 15 1/2" 12 #8 OT 6 EA END #4 2", (7) AT 3"oc, (15) AT 6"oc 7 #6 OB 18" oc THERE AFTER -- --- CB-3 24 15 1/2" 4 #6 HT #4 2", 4" oc THERE AFTER 4 #6 HB BEAM TO WIDE FLANGE COLUMN WEB PLATE CONNECTION BEAM TO PARALLEL BEAM WEB PLATE CONNECTION SHEAR CONNECTOR PLATES AT SKEWED MEMBERS BEAM TO WIDE FLANGE COLUMN WEB PLATE CONNECTION BEAM TO BEAM WEB PLATE CONNECTION WEB PL WEB PL BOLT SPACING AND EDGE DIST, TYP STL BM STL BM STIFF PL STIFF PL WEB PL WEB PL STL COL STL COL STL BM STIFF PL WEB PL STL BM STL BM WEB PL CONDITION A FOR SKEWS UP TO 30 DEGREES CONDITION B FOR SKEWS OVER 30 TO 45 DEGREES CONDITION C FOR SKEWS OVER 45 TO 60 DEGREES 3/16" MIN TO PROVIDE CLEARANCES BACKING BAR (BEVEL) BACKING BAR (BEVEL) 1.BEAM WEB CONNECTION PLATES. THICKNESS EQUALS THE BEAM WEB THICKNESS PLUS 1/8" (1/2" MIN). 2.FILLET WELDS SHALL BE AS FOLLOWS: ONE SIDE:PLATE THICKNESS MINUS 1/16" (1/4" MINIMUM) TWO SIDES:1/2 PLATE THICKNESS PLUS 1/16" (1/4" MINIMUM) EACH SIDE. 3.THICKNESS EQUALS BEAM FLANGE THICKNESS OF BEAM FRAMING INTO COLUMN WEB (3/8" MINIMUM). 4.BOLT EDGE DISTANCE SHALL BE 1 1/2" MINIMUM AT ALL EDGES. BOLT SPACING SHALL BE AT 3". BOLT SPACING MAY BE REDUCED TO 3x THE BOLT DIAMETER IF IT IS REQUIRED FOR A SINGLE ROW OF BOLTS. A SINGLE ROW OF BOLTS IS PREFERRED. 5.WHEN MORE THAN ONE COLUMN OF BOLTS IS NEEDED, THE FIRST COLUMN SHALL BE COMPLETE WITH THE REMAINDER OF THE BOLTS PLACED IN THE SECOND COLUMN. 6.CLIP ANGLES: L5x3 1/2. THICKNESS SHALL BE EQUAL TO ONE HALF THE BEAM WEB THICKNESS PLUS 1/16" (1/4" MIN). FOR TWO ROWS OF BOLTS OR SKEWED CONNECTIONS, USE BENT PLATES. WHERE COLUMN WIDTH IS SMALLER THAN THE CONNECTING CLIP ANGLES, ANGLE LEGS MAY BE REDUCED TO MATCH WIDTH OF COLUMN. A-325 BOLT SCHEDULE 2 4 T Y P 4 " 4 1 /4" . 4 . . 1 1 TYP 2 (3) SIDES TYP 2 3 1/2" MIN 1/2" GAP MAX COPE BM AS REQD 3 1/2" MAX 5 1 3 1 1 3 1 3 TYP (3) SIDES 2 3 1/2" MAX 5 TYP 2 5 3" MAX BOLT SPACING AND EDGE DIST, TYP 4 BOLT SPACING AND EDGE DIST, TYP 4 BOLT SPACING AND EDGE DIST, TYP 4 4 BEAM TO HSS CLIP ANGLE CONNECTION STL COL BOLT SPACING 4 COPE AS REQD STL BM 2 TYP EA ANGLE CLIP ANGLES NEAR SIDE AND FAR SIDE 6 CLIP ANGLES NEAR SIDE AND FAR SIDE 6 TYP 2x2 2 MAXIUMU BEAM SIZE IN EACH BEAM DEPTH GROUP No. PER BEAM SIZE A-325N BOLTS W8 2 7/8"Ø W10 2 7/8"Ø W12 3 7/8"Ø W14 3 7/8"Ø W16 4 7/8"Ø W18 5 7/8"Ø W21 6 7/8"Ø W24 7 7/8"Ø W27 7 7/8"Ø W30 8 7/8"Ø W33 9 7/8"Ø W36 10 7/8"Ø W40 11 7/8"Ø W44 12 7/8"Ø 2 1/4" TYP 3 1/2" , C8 , C121 1 1 SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: DUNN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com DIMENSIONS AND ELEVATIONS, AS THEY RELATE TO THE BUILDING IN GENERAL, i.e. GRID TO GRID DIMENSIONS OR DECK BEARING ELEVATIONS, ARE SUPPLIED BY THE ARCHITECT. THEY ARE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. NOTE: THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS DATED 07.25.2012 Th i s d r a w i n g , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v ic e , i s t h e p r o p e r t y o f D U N N A S S O C I A T E S I N C , a n d s h al l n o t b e u s e d , i n w h o l e o r p a r t f o r a n y o t h e r p r o je c t w i t h o u t t h e w r i t t e n p e r m i s s i o n o f a n a u t h o r i z e d r e p r e s e n t a t i v e o f D U N N A S S O C I A T E S I N C . U n a u t h o r i z ed u s e wi l l b e p r o s e c u t e d t o t h e f u l l e s t e x t e n t o f t h e l a w . C o p y r i g h t © 2 0 1 1 b y D U N N A S S O C I A T E S I N C . 100% CONSTRUCTION DOCUMENTSJULY 31, 201201 8/ 2 4 / 2 0 1 2 2 : 0 7 : 1 2 P M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ j o n a t h a n \ D o c u m e n t s \ 1 1 0 0 5 - C e n t r a l - V 1 2 _ j o n a t ha n . r v t SCHEDULES S301 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S JRS TRM/TAK 11005 100% Construction Documents July 31, 2012 July 31, 2012 100% Construction Documents NO SCALE:S301 D1 CONCRETE FOOTING SCHEDULE NO SCALE:S301 D2 CONCRETE COLUMN SCHEDULE NO SCALE:S301 D3 EMBED PLATE CONNECTION SCHEDULE NO SCALE:S301 D4 CONCRETE WALL SCHEDULE NO SCALE:S301 B1 CONCRETE REINFORCING BAR LAP SPLICE SCHEDULE / BAR BENDING DIAGRAMS NO SCALE:S301 A1 CONCRETE BEAM SCHEDULE AND REINFORCING BAR TYPE SCHEDULE NO SCALE:S301 B3 TYPICAL BOLTED WEB PLATE CONNECTIONS WITH BOLT SCHEDULE (SINGLE SHEAR) 1Aug 27, 2012Addendum 1 08/24/2012 STEEL COLUMN NOTES: 1. UNLESS NOTED OTHERWISE, ALL COLUMNS SHALL BE INSTALLED WITH 3/4"Ø HEADED (OR DOUBLE NUT) ANCHOR BOLTS. PROJECT ANCHOR BOLTS 3" MINIMUM ABOVE THE TOP OF THE BASE PLATE. EMBEDMENT SHALL BE 9" MINIMUM. ALL BOLTS SHALL BE INSTALLED WITH HARDENED WASHERS BENEATH THE NUT. ANY BOLT HOLES LARGER THAN THE BOLT DIAMETER PLUS 5/16" SHALL HAVE A PLATE WASHERS INSTALLED BENEATH THE HARDENED WASHERS. 2.ANCHOR BOLTS SHALL NOT BE WELDED (INCLUDING TACK WELDS). 3.IF DESIRED SPLICE LOCATIONS DIFFER FROM THOSE LEVELS SHOWN ON PLAN, NOTIFY STRUCTURAL ENGINEER PRIOR TO FABRICATION. WRITTEN APPROVAL REQUIRED. 4.ALL CAP PLATE BOLTS SHALL BE 3/4"Ø A325N BOLTS, TYPICAL UNLESS NOTED OTHERWISE. 5.SEE GENERAL STRUCTURAL NOTES FOR OTHER REQUIREMENTS. 6.ERECTION AIDS TO BE REMOVED AFTER COLUMN SPLICING. BASE PL SBP-4 STEEL COLUMN BASE PLATE TYPES: BASE PL LEGEND: 'co' = 1/2" MINIMUM 'ed' = 1 1/2" MINIMUM 'bc' = 3" MINIMUM CAP PL LEGEND: 'co'=1/2" MINIMUM 'ed'=1 1/2" MINIMUM 'bc'=BEAM OR GIRDER GAGE 'w'=BEAM OR GIRDER GAGE + 3" OR BEAM OR GIRDER FLANGE WIDTH + 1" OR COLUMN WIDTH + 1" WHICHEVER IS GREATER BASE PL ELEVATION 'ed''ed' 'e d ' TYP, UNO 1/4 'co''co' 'e d ' 'ed''ed' BASE PL SBP-1 BASE PL SBP-2 'bc' AT 4" AND SMALLER COL, USE (2) AB, TYP BASE PL SBP-1 'ed''ed''bc' 'e d ' 'ed' AT 4" AND SMALLER COL, USE (2) AB, TYP 4" 4" BASE PL SBP-5 'H' 'W ' ' 'H' 'W ' ' 'H' 2" 2" AB V B A S E P L 3" M I N P R O J E C T I O N 'e d ' 'e d ' 'e d ' 'co''co' 'e d ' 'ed' CAP PL SCP-1 'bc' 'e d ' TYP, UNO 1/4 'co''co' 'ed' CAP PL SCP-2 'bc' 'e d ' 'e d ' CAP PL SCP-3 'bc' 'H ' ' 'W' 'ed' 'W' 'ed' 'W' 'b c ' 5/16 5/16 5/16 8" 10 " 2" 6" 2" FOR OTHERS 2" FOR OTHERS AND W10 COLS 1 1/2" FOR W8AND W10 COLS 1 1/2" FOR W8 15/16"Ø HOLES IN COL 1 1/16"Ø HOLES IN CHANNEL W/ (2) 7/8" A325 BOLTS W/ (2) WASHERS EA LIFTING HOLE OPTIONAL (1) C6x10.5 FOR W8 COL (1) C7x12.25 FOR W10 COL (1) C9x15 FOR W12 COL AND OVER SHIM AS REQD (NOTE: USE CHANNELS NS AND FS FOR COLS OVER 30'-0" LONG OR OVER 100lbs PER FOOT) GRAVITY COLUMN SPLICE (3) SIDES 5/16 PJP A = SEE TABLE FOR EFFECTIVE WELD SIZE A OVER 1/2 TO 3/4 INCL OVER 3/4 TO 1 1/2, INCL OVER 1 1/2 TO 2 1/4, INCL OVER 2 1/4 TO 6, INCL OVER 6 1/4 5/16 3/8 1/2 5/8 THICKNESS OF THINNER FLANGE JOINED EFFECTIVE WELD SIZE A FOR LESS THAN 1/2 USE COMPLETE JOINT PENETRATION WELD PARTIAL PENETRATION GROOVE WIDTH HSS COL PJP HSS COLUMN SPLICE A HSS COL CL SPLICE NOTE: GRIND WELD SMOOTH IF EXPOSED STL = THINNER COL THICKNESS - 1/16", 3/16" MIN A ERECTION AIDS TO BE REMOVED AFTER COL SPLICING T/O Ext_Footing T/O Ext_Footing 97'-0"97'-0" T/O Int footing T/O Int footing 99'-0"99'-0" Main Floor Main Floor 100'-0"100'-0" Mech Mezz Mech Mezz 116'-0"116'-0" Roof Roof 125'-5 1/2"125'-5 1/2" Spire 1 Spire 1 138'-3 1/2"138'-3 1/2" Column Locations A-6(-2'-10 11/16"), A-7(2'-10 3/4")B.4-3, B.4-11D-6, F-6E-4.8E-9E.2-2, H-2E.2-12, H-12 F(-5 11/32")-1, G-1F-5 F(-5 11/32")-13, G-13 G-5G-6H-4.8H-5H(-1'-8 1/16")-9K(11'-7 5/16")-5K-7L.9-3, L.9-11M(-1'-8")-4(-1'-8")M(-1'-8")-4.8(3'-6 7/32") N-6(-5'-9 19/32"), N-7(5'-9 19/32") HS S 8 X 8 X 3 / 8 HS S 8 X 8 X 1 / 4 HS S 8 X 8 X 1 / 2 W8X 5 8 W10 X 6 0 W8X 4 8 HS S 8 X 8 X 3 / 8 HS S 8 X 8 X 1 / 4 HS S 8 X 8 X 1 / 4 HS S 8 X 8 X 1 / 4 HS S 1 0 X 1 0 X 3 / 8 W8X 5 8 W8X 4 8 HS S 6 X 6 X 1 / 4 W8X 4 8 HS S 1 0 X 1 0 X 3 / 8 HS S 8 X 8 X 1 / 4 HS S 8 X 8 X 1 / 4 HS S 8 X 8 X 1 / 4 Main Floor 100'-0" T/O Int_Footing W8X 4 8 3/4"x 14"x 1'-2" SBP-1 3/4"x 14"x 1'-2" SBP-3 1"x 14"x 1'-2" SBP-1 3/4"x 15"x 1'-3" SBP-5 3/4"x 15"x 1'-3" SBP-5 3/4"x 17"x 1'-5" SBP-5 3/4"x10"x1'-9" SBP-4 3/4"x 14"x 1'-2" SBP-1 3/4"x 14"x 1'-2" SBP-1 3/4"x 14"x 1'-2" SBP-1 3/4"x 14"x 1'-2" SBP-1 1"x 16"x 1'-4" SBP-1 1"x 15"x 1'-3" SBP-5 3/4"x 15"x 1'-3" SBP-5 3/4"x 12"x 1'-0" SBP-1 3/4"x 15"x 1'-3" SBP-5 1"x 16"x 1'-4" SBP-1 3/4"x 14"x 1'-2" SBP-3 3/4"x 14"x 1'-2" SBP-1 3/4"x 14"x 1'-2" SBP-1 3/4"x 14"x 1'-2" SBP-1 BASE PLATE CAP PLATE . . 3/4" SCP-3 3/4" SCP-3 HS S 8 X 8 X 1 / 4 t x W x H T/O Int Footing = 99'-0" = 100'-0" T/O Int Footing = 99'-0" SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: DUNN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com DIMENSIONS AND ELEVATIONS, AS THEY RELATE TO THE BUILDING IN GENERAL, i.e. GRID TO GRID DIMENSIONS OR DECK BEARING ELEVATIONS, ARE SUPPLIED BY THE ARCHITECT. THEY ARE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. NOTE: THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS DATED 07.25.2012 Th i s d r a w i n g , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v ic e , i s t h e p r o p e r t y o f D U N N A S S O C I A T E S I N C , a n d s h al l n o t b e u s e d , i n w h o l e o r p a r t f o r a n y o t h e r p r o je c t w i t h o u t t h e w r i t t e n p e r m i s s i o n o f a n a u t h o r i z e d r e p r e s e n t a t i v e o f D U N N A S S O C I A T E S I N C . U n a u t h o r i z ed u s e wi l l b e p r o s e c u t e d t o t h e f u l l e s t e x t e n t o f t h e l a w . C o p y r i g h t © 2 0 1 1 b y D U N N A S S O C I A T E S I N C . 100% CONSTRUCTION DOCUMENTSJULY 31, 201201 8/ 2 4 / 2 0 1 2 2 : 0 7 : 1 2 P M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ j o n a t h a n \ D o c u m e n t s \ 1 1 0 0 5 - C e n t r a l - V 1 2 _ j o n a t ha n . r v t SCHEDULES S302 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S JRS TRM/TAK 11005 100% Construction Documents July 31, 2012 July 31, 2012 100% Construction Documents NO SCALE:S302 A1 STEEL COLUMN SCHEDULE 1Aug 27, 2012Addendum 1 1 08/24/2012 MASONRY WALL NOTES: 1.COORDINATE WITH ARCHITECTURAL DRAWINGS, MASONRY WALL FINISHES, TYPES OF MATERIAL, COURSING, ETC. 2.DO NOT SOLID GROUT WALLS UNLESS NOTED OTHERWISE. 3.ALL MASONRY BELOW GRADE SHALL BE GROUTED SOLID. 4.VERTICAL REINFORCING SHALL BE CENTERED IN THE WALL UNLESS NOTED OTHERWISE. 5.(1) VERTICAL BARS MINIMUM AT ALL CORNERS AND END OF WALLS. 6.HORIZONTAL WALL REINFORCING SHALL BE PLACED BETWEEN VERTICAL MASONRY COLUMN REINFORCING BARS. 7.HORIZONTAL WALL REINFORCING SHALL CONTINUE THRU MASONRY LINTELS, WHERE BOTH HORIZONTAL WALL REINFORCING AND LINTEL REINFORCING OCCUR IN THE SAME COURSE, USE THE LARGER REINFORCING. 8.MASONRY WALLS NOT DESIGNATED ON THE PLANS SHALL BE REINFORCED AS FOLLOWS: 9.SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. 10. MASONRY SHALL BE SPECIAL INSPECTED SEE GENERAL STRUCTURAL NOTES. 11.HORIZONTAL WALL REINFORCEMENT SPACING SHALL NOT EXCEED 48"oc OR THE WALL LENGTH. THICKNESS 6" 8" 10" 12" VERTICAL REINFORCING #5 BARS AT 32"oc #5 BARS AT 32"oc #6 BARS AT 32"oc #6 BARS AT 32"oc HORIZONTAL REINFORCING #4 BARS AT 48"oc #5 BARS AT 48"oc #6 BARS AT 48"oc (2) #5 BARS AT 48"oc MASONRY WALL SCHEDULE TYPE 'C' (SINGLE HORIZ BARS) DBL VERT BARS) TYPE 'B' (DBL MAT REINF) TYPE 'A' (SINGLE MAT REINF) HORIZ WALL REINF HORIZ WALL REINF HORIZ WALL REINF VERT WALL REINF VERT WALL REINF VERT WALL REINF 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " 2 1 / 2 " MARK THICKNESS VERTICAL HORIZONTAL REINFORCINGMATERIALSSOLID GROUT TYPE JOINT MW-08 8"CMU (1) #5 AT 32"oc (1) #5 AT 48"oc A NONO MW-10A 10"CMU (2) #5 AT 24"oc (2) #4 AT 48"oc D NONO TYPE 'D' (DBL HORIZ DBL VERT BARS) HORIZ WALL REINF VERT WALL REINF 2 1 / 2 " 2 1 / 2 " MW-10B 10"CMU (2) #6 AT 16"oc (2) #4 AT 48"oc D NONO CONFIGURATION FOR MAS COL 4" TYP TIES VERT COL REINF TIE , T Y P 2" C L R T O MASONRY COLUMN NOTES: 1.HORIZONTAL WALL REINFORCEMENT SHALL BE LOCATED TO THE INSIDE OF VERTICAL BARS. THE CENTERLINE OF VERTICAL BARS SHALL BE LOCATED 2 1/2" FROM FACE OF THE MASONRY. 2.UNLESS NOTED OTHERWISE, VERTICAL REINFORCING AND TIES SHALL EXTEND TO FULL WALL HEIGHT. 3.VERTICAL MASONRY COLUMN REINFORCING SHALL EXTEND INTO FOOTING AND TERMINATE WITH A STANDARD 90° HOOK. FOR CONCRETE FOUNDATION WALLS OVER 5'-0" TALL, VERTICAL COLUMN REINFORCING SHALL DOWEL 4'-0" MINIMUM INTO THE FOUNDATION WALL. 4.IN CONCRETE FOUNDATION WALLS, VERTICAL MASONRY COLUMN REINFORCING SHALL BE TIED WITH #3 TIES AT THE SAME SPACING AND CONFIGURATION AS MASONRY COLUMNS ABOVE. 5.SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. 6.SPACE TIES AT 48"oc FROM A POINT 24" ABOVE OPENINGS TO THE TOP OF THE WALL. RUN HORIZ REINF THRU COL TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 MARK COLUMN SIZE VERTICAL TIES REINFORCING TYPE MC-1 8" x 16"(4) #5 #2 AT 8"oc 1 MASONRY COLUMN SCHEDULE MC-2 10" x 24"(6) #6 #2 AT 8"oc 2 MC-3 10" x 32"(8) #6 #2 AT 8"oc 3 STEEL ANGLE LINTEL SCHEDULE (NON-STRUCTURAL) NOTES: 1.LINTELS CARRY VENEER ONLY. WHERE FLOOR, ROOFS OR CONCENTRATED LOADS OCCUR, NOTIFY STRUCTURAL ENGINEER. 2.PROVIDE 1" OF BEARING EACH END FOR EACH FOOT OF SPAN. MINIMUM BEARING OF 6" EACH SIDE OF OPENING. 3.USE THIS SCHEDULE UNLESS NOTED OTHERWISE. 4.LINTELS ARE TO BE GALVANIZED. MAS LINTEL BRICK VENEER, SEE ARCH FOR TYPE AND ANCHORAGE GALV CONT ANGLE, (LLV) SEE SCHEDULE ABV 12'-1" AND OVER REQUIRES SPECIAL ANALYSIS 11'-1" AND 12'-0"L6x4x3/8 10'-1" TO 11'-0"L5x3 1/2x3/8 9'-1" TO 10'-0"L5x3 1/2x5/16 7'-1" TO 9'-0"L5x3 1/2x1/4 5'-1" TO 7'-0"L3 1/2x3 1/2x1/4 CLEAR OPENING SIZE OF ANGLE UP TO 5'-0"L3 1/2x3x1/4 'D' 4" TO 6" 6" TO 7" 7" TO 8" ANGLE SIZE L4x3 1/2x3/8 L6x4x3/8 L7x4x3/8 L6x4x3/8 x 0'-8" (LLV) AT 24"oc W/ (2) 1/2"Ø x 24" DBA AND (2) 5/8"Ø x 0'-5" HSA GALV ASSEMBLY MAS LINTEL BRICK VENEER, SEE ARCH FOR TYPE AND ANCHORAGE GALV CONT ANGLE, (LLH) SEE SCHEDULE ABV2 1/2" 4 1 / 2 " 1/4 ML-1 MASONRY LINTEL NOTES: 1.LINTEL WIDTH AND MATERIAL TYPES SHALL BE THE SAME AS THE WALL IN WHICH THE LINTEL IS CONSTRUCTED. 2.GROUT MASONRY LINTELS MONOLITHICALLY WITH THE SUPPORT WALL OR COLUMN AT EACH END. 3.MASONRY LINTELS ML-1 THRU ML-4 SHALL BE USED OVER OPENINGS IN MASONRY WALLS WHEN A SPECIFIC MASONRY LINTEL IS NOT OTHERWISE SPECIFIED. WHEN A LINTEL IS SPECIFIED ON THE PLANS, THE MAXIMUM SPAN AS NOTED IN THIS SCHEDULE SHALL NOT APPLY. CONSULT THE STRUCTURAL ENGINEER FOR LINTELS NOT SPECIFIED ON THE PLANS WHICH HAVE A SPAN GREATER THAN 10'-0". 4.MASONRY LINTELS ML-1 THRU ML-4 SHALL NOT BE LOCATED DIRECTLY BELOW FLOOR OR ROOF BEAMS OR GIRDERS UNLESS NOTED OTHERWISE ON THE PLANS. JOISTS SHALL NOT BEAR ON ANY LINTEL LESS THAN 16" DEEP. CONSULT THE STRUCTURAL ENGINEER FOR LINTELS NOT SHOWN ON THE PLANS WHICH ARE LOCATED DIRECTLY BELOW FLOOR OR ROOF BEAMS OR GIRDERS. 5.EXTEND ALL HORIZONTAL REINFORCING BEYOND THE EDGE OF ALL OPENINGS. IF HORIZONTAL REINFORCING CANNOT EXTEND LAP SPLICE LENGTH BEYOND EDGE OF OPENING, PROVIDE 90° STANDARD HOOK. 6.SPLICE TOP BARS AT MID-SPAN OF LINTEL ONLY AND BOTTOM BARS OVER SUPPORTS ONLY. 7.HORIZONTAL WALL REINFORCING SHALL CONTINUE THRU MASONRY LINTELS, WHERE BOTH HORIZONTAL WALL REINFORCING AND LINTEL REINFORCING OCCUR IN THE SAME COURSE, USE THE LARGER REINFORCING. 8.DOWEL VERTICAL REINFORCING OF WALL ABOVE LINTEL INTO THE FULL DEPTH OF LINTEL. 9.SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. MASONRY LINTEL SCHEDULE MARK LINTEL DEPTH HORIZONTAL STIRRUPS REINFORCINGLINTEL SPAN (MAX)COMMENTS NONE(1) #7 BARML-1 8"3' - 4"__ ML-2 16"(1) #7BAR CONT T&B #4 AT 8"oc6' - 0"__ ML-3 24"(2) #7BAR CONT T&B #4 AT 8"oc __8" ML-2 16" ML-3 24 " __ EMBEDMENT SCHEDULE MAS WALL, REINF NOT SHOWN FOR CLARITY VARIES HEADED, OR J CAST IN PLACE AB. SEE DETS AND SCHED FOR SIZE SEE SCHED EMBEDMENT MASONRY WIDTH BOLT DIAMETER MIN EMBEDMENT 8" 1/2" 5/8" 0'-4" 0'-5" 10",12" 5/8" 3/4" 0'-6" 0'-7" SHEATHING SCHEDULE AT ROOF AND FLOOR PLYWOOD SHEATHING NOTES: 1.MINIMUM NAIL PENETRATION INTO FRAMING 10d-1 5/8". 2.USE COMMON NAILS. (10d DIAMETER = 0.148") OTHER EDGE STAGGER JOINTS CONT EDGE FIELD NAILING 1/1 6 " G A P A T S I D E J O I N T S EDGE OF PLYWOOD SHEETS CTR ON JSTS AND BLOCKS 1/8" GAP AT END JOINTS LEDGER BN EN EDGE BLK, OMIT ONLY WHEN NOTED, USE 2x4 FLAT BLK, UNO LOCATION WOOD SHEATHING THICKNESS NAIL SIZE EDGE NAIL CONT EDGE OTHER EDGE EDGE BLOCK BOUNDARY NAIL FIELD NAIL ROOF 19/32"10d 6"oc 6" oc 6"oc12" oc NO SOLE PL TO JST OR BLK, FACE NAIL 16d AT 1'-4"oc BRDG TO JST, TOE NAIL EA END (2) 8d BLK BTWN JST OR RAFTERS TO TOP PL, TOE NAIL (3) 8d RIM JST TO TOP PL, TOE NAIL 8d AT 0'-6"oc TOP PL TO STUD, END NAIL (2) 16d STUD TO SOLE PL, END NAIL (2) 16d DBL STUDS, FACE NAIL 16d AT 2'-0"oc DBL TOP PL, FACE NAIL 16d AT 1'-4"oc TOP PL, LAPS AT WALL INTERSECTION, FACE NAIL (2) 16d CONT HEADER, TWO PIECES 16d AT 1'-4"oc ALONG EA EDGE CEILING JST TO PL, TOE NAIL (3) 8d CONT HEADER TO STUD, TOE NAIL (4) 8d CEILING JST, LAPS OVER PARTITIONS, FACE NAIL (3) 16d CEILING JST TO PARALLEL RAFTERS, FACE NAIL (3) 16d RAFTER TO PL, TOE NAIL (3) 8d 1" BRACE TO EA STUD AND PL, FACE NAIL (2) 8d BUILT-UP CORNER STUDS 16d AT 2'-0"oc BUILT-UP GIRDER AND BM 20d AT 32"oc AT TOP AND BOTT AND STAGGERED, (2) 20d AT ENDS AND AT EA SPLICE COLLAR TIE TO RAFTER, FACE NAIL (3) 10d JACK RAFTER TO HIP, TOE NAIL (3) 10d FACE NAIL (2) 16d ROOF RAFTER TO 2x RIDGE BM,TOE NAIL (2) 16d FACE NAIL (2) 16d JST TO BAND JST, FACE NAIL (3) 16d LEDGER STRIP, FACE NAIL (3) 16d PLYWOOD AND PARTICLEBOARD: SUBFLOOR, ROOF AND WALL SHEATHING (TO FRAMING) 1/2" AND LESS 8d 19/32" - 1"8d OR 10d 1 1/8" - 1 1/4"10d COMBINATION SUB FLOOR - UNDERLAYMENT (TO FRAMING) 3/4" AND LESS 8d 7/8" - 1"8d OR 10d 1 1/8" - 1 1/4"10d MINIMUM NAILING NOTES: 1.NAILING SCHEDULE IS PER TABLE OF THE I.B.C. 2009. 2.NAILING REQUIREMENTS SHOWN HERE DO NOT REPLACE HARDWARE ON THE PLANS OR DETAILS. 3.ALL NAILS USED ARE COMMON NAILS. NAILS SPACED AT 6 INCHES ON CENTER AT EDGES, 12 INCHES AT INTERMEDIATE SUPPORTS, EXCEPT 6" INCHES AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR MORE. FOR NAILING OF DIAPHRAGMS AND SHEAR WALLS, REFER TO THE APPROPRIATE SCHEDULE. MINIMUM NAILING SCHEDULE CONNECTION NAILING CLIP ANGLES: (2) L4x3 1/2 THICKNESS SHALL BE EQUAL TO ONE HALF THE BEAM WEB THICKNESS PLUS 1/16" (5/16" MINIMUM). FOR TWO ROWS OF BOLTS OR SKEWED CONNECTIONS, USE BENT PLATES. WHERE COLUMN WIDTH IS SMALLER THAN THE CONNECTING CLIP ANGLES, ANGLE LEGS SHALL BE REDUCED TO MATCH WIDTH OF COLUMN. USE L5x3 1/2 ANGLES AT BEAM TO CONCRETE WALL OR COLUMN CONNECTIONS WITH HORIZONTAL LONG SLOTTED HOLES IN 5" LEGS. FILLET WELDS SHALL BE ANGLE THICKNESS MINUS 1/16" CONTRACTOR HAS OPTION TO BOLT CLIP ANGLES IN EITHER BEAM WEB IN BEAM TO BEAM CONNECTIONS AND IN COLUMN WEB AND FLANGE. BOLT EDGE DISTANCE SHALL BE 1 1/2" MINIMUM AT BEAM EDGES AND 1 1 /4" MINIMUM AT CLIP ANGLE EDGES. BOLT SPACING SHALL BE 3"oc MINIMUM, UNLESS NOTED OTHERWISE. A-325 BOLT SCHEDULE BEAM TO WIDE FLANGE COLUMN CLIP ANGLE CONNECTION BEAM TO BEAM CLIP ANGLE CONNECTION CLIP ANGLES NEAR SIDE AND FAR SIDE BOLT SPACING AND EDGE DIST, TYP STL COL CLIP ANGLES NEAR SIDE AND FAR SIDE FULL HEIGHT WEBB STIFF PL, SEE GSN CLIP ANGLES NEAR SIDE AND FAR SIDE1 2 3 4 1 1 1 2 2 2 STL BM (3) SIDES 4 STL BM STL BM COPE AS REQD TYP 2x2 2 2 1/4" TYP 3 1/2" MAXIUMU BEAM SIZE IN EACH BEAM DEPTH GROUP No. PER BEAM SIZE A-325N BOLTS W8 2 7/8"Ø W10 2 7/8"Ø W12 3 7/8"Ø W14 3 7/8"Ø W16 4 7/8"Ø W18 5 7/8"Ø W21 6 7/8"Ø W24, W27 7 7/8"Ø W30 8 7/8"Ø W33 9 7/8"Ø W36 10 7/8"Ø W40 11 7/8"Ø W44 12 7/8"Ø STL BM NOTE: IF THERE IS NOT ENOUGH ROOM FOR ERECTION SEAT, MAKE ONE CONNECTION ALL BOLTED AND SHIP ONE ANGLE LOOSE 3 1/2" 1 1 SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: DUNN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com DIMENSIONS AND ELEVATIONS, AS THEY RELATE TO THE BUILDING IN GENERAL, i.e. GRID TO GRID DIMENSIONS OR DECK BEARING ELEVATIONS, ARE SUPPLIED BY THE ARCHITECT. THEY ARE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. NOTE: THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS DATED 07.25.2012 Th i s d r a w i n g , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v ic e , i s t h e p r o p e r t y o f D U N N A S S O C I A T E S I N C , a n d s h al l n o t b e u s e d , i n w h o l e o r p a r t f o r a n y o t h e r p r o je c t w i t h o u t t h e w r i t t e n p e r m i s s i o n o f a n a u t h o r i z e d r e p r e s e n t a t i v e o f D U N N A S S O C I A T E S I N C . U n a u t h o r i z ed u s e wi l l b e p r o s e c u t e d t o t h e f u l l e s t e x t e n t o f t h e l a w . C o p y r i g h t © 2 0 1 1 b y D U N N A S S O C I A T E S I N C . 100% CONSTRUCTION DOCUMENTSJULY 31, 201201 8/ 2 4 / 2 0 1 2 2 : 0 7 : 1 2 P M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ j o n a t h a n \ D o c u m e n t s \ 1 1 0 0 5 - C e n t r a l - V 1 2 _ j o n a t ha n . r v t SCHEDULES S303 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S JRS TRM/TAK 11005 100% Construction Documents July 31, 2012 July 31, 2012 100% Construction Documents NO SCALE:S303 D1 MASONRY WALL SCHEDULE NO SCALE:S303 D2 MASONRY COLUMN SCHEDULE NO SCALE:S303 D4 STEEL ANGLE LINTEL SCHEDULE (NON-STRUCTURAL) NO SCALE:S303 D5 TYPICAL BRICK LEDGER DETAIL AND SCHEDULE AT MASONRY WALL NO SCALE:S303 C1 MASONRY LINTEL SCHEDULE NO SCALE:S303 C2 TYPICAL ANCHOR BOLT PLACEMENT IN MASONRY WALL NO SCALE:S303 C3 SHEATHING SCHEDULE AT ROOF AND FLOOR NO SCALE:S303 C4 MINIMUM NAILING SCHEDULE 1Aug 27, 2012Addendum 1 NO SCALE:S303 A1 TYPICAL BOLTED CLIP ANGLE CONNECTIONS WITH BOLT SCHEDULE (DOUBLE SHEAR) 08/24/2012 Base 100'-0" Main Floor 100'-0" T/ STL 126'-3" K T/O Ext_Footing 97'-0" H Roof 125'-5 1/2" OPEN 12"x16" CONC COL W/ (6) #6 VERTS (A706 REINF) W/ #4 TIES AT 3"oc 12" THICK CONC SHEAR WALL, REINF W/ #4 AT 16"oc EA WAY, (2) CURTAINS OF REINF, TYP CW-09 CONC WALL UNDER WINDOW OPENING, TYP B4 S412 OPP B3 S412 (2) #7 AT OPENING 20x20 CONC COL W/ (8) #6 VERTS (A706) W/ #4 TIES AT 3"oc 12x16 CONC COL W/ (6) #6 VERTS (A706) REINF W/ #4 TIES AT 3"oc A4 S412 B3 S412 12"x26" CONC BEAM W/(3) #6 T&B, W/ #4 TIES AT 3"oc. DEVELOP CONT BARS 5'-10" INTO SHEAR WALL, ALL CONC BEAM BARS TO BE CONT (2) #7 x 8'-0" TYP B3 S412 1 1 1 Base 100'-0" Main Floor 100'-0" T/ STL 126'-3" DE T/O Ext_Footing 97'-0" E.2 Roof 125'-5 1/2" OPEN 12"x16" CONC COL W/ (6) #6 VERTS (A706) REINF W/ #4 TIES AT 3"oc 12" THICK CONC SHEAR WALL, REINF W/ #4 AT 16"oc EA WAY, (2) CURTAINS OF REINF, TYP (2) #7 AT OPENING B3 S412 B4 S412 20x20 CONC COL W/ (8) #6 VERTS (A706) W/ #4 TIES AT 3"oc 12"x26" CONC BEAM W/(3) #6 T&B, W/ #4 TIES AT 3"oc. DEVELOP CONT BARS 5'-10" INTO SHEAR WALL, ALL CONC BEAM BARS TO BE CONT CW-09 CONC WALL UNDER WINDOW OPENING, TYP A4 S412 B5 S412 (2) #7 x 8'-0" TYP B3 S412 OPP 1 Base 100'-0" Main Floor 100'-0" T/ STL 126'-3" 4.8 5 6 T/O Ext_Footing 97'-0" 4.9 Roof 125'-5 1/2" OPEN OPEN OPEN (2) #7 AT OPENING 12"x16" CONC COL W/ (6) #6 VERTS (A706 REINF) W/ #4 TIES AT 3"oc 12" THICK CONC SHEAR WALL, REINF W/ #4 AT 16"oc EA WAY, (2) CURTAINS OF REINF, TYP 12"x26" CONC COL W/ (8) #6 VERTS (A706 REINF) W/ #4 TIES AT 3"oc 20x20 CONC COL W/ (8) #6 VERTS (A706) W/ #4 TIES AT 3"oc 20x20 CONC COL W/ (8) #6 VERTS (A706) W/ #4 TIES AT 3"oc B3 S412 A3 S412 B4 S412 CW-08 CONC WALL UNDER WINDOW OPENING,TYP 12"x26" CONC BEAM W/(3) #6 T&B, W/ #4 TIES AT 3"oc. DEVELOP CONT BARS 5'-10" INTO SHEAR WALL, ALL CONC BEAM BARS TO BE CONT CW-09 CONC WALL UNDER WINDOW OPENING, TYP OPP A4 S412 TYP B4 S412 TYP (2) #7 x 8'-0" TYP B3 S412 OPP 1 1 1 Base 100'-0" Main Floor 100'-0" T/ STL 126'-3" 7 8 9 T/O Ext_Footing 97'-0" 8.7 Roof 125'-5 1/2" OPEN OPEN OPEN OPEN 12" THICK CONC SHEAR WALL, REINF W/ #4 AT 16"oc EA WAY, (2) CURTAINS OF REINF, TYP 12"x26" CONC COL W/ (8) #6 VERTS (A706) REINF W/ #4 TIES AT 3"oc 20x20 CONC COL W/ (8) #6 VERTS (A706) W/ #4 TIES AT 3"oc 20x20 CONC COL W/ (8) #6 VERTS (A706) W/ #4 TIES AT 3"oc B3 S412 A3 S412 TYP B4 S412 CW-09 CONC WALL UNDER WINDOW OPENING,TYP 12"x26" CONC BEAM W/(3) #6 T&B, W/ #4 TIES AT 3"oc. DEVELOP CONT BARS 5'-10" INTO SHEAR WALL, ALL CONC BEAM BARS TO BE CONT 12"x16" CONC COL W/(8) #6 VERTS (A706) W/ #4 TIES AT 3"oc 12"x16" CONC COL W/(6) #6 VERTS (A706 REINF) W/ #4 TIES AT 3"oc B5 S412 CW-09 CONC WALL UNDER WINDOW OPENING, TYP OPP A4 S412 TYP B4 S412 (2) #7 x 8'-0" TYP (2) #7 AT OPENING B3 S412 OPP 1 1 1 Base 100'-0" Main Floor 100'-0" T/ STL 126'-3" D E T/O Ext_Footing 97'-0" E.2 Roof 125'-5 1/2" OPEN 12"x16" CONC COL W/ (6) #6 VERTS (A706 REINF) W/ #4 TIES AT 3"oc 12" THICK CONC SHEAR WALL, REINF W/ #4 AT 16"oc EA WAY, (2) CURTAINS OF REINF, TYP 20x20 CONC COL W/ (8) #6 VERTS (A706) W/ #4 TIES AT 3"oc B4 S412 OPP B3 S412 CW-08 CONC WALL UNDER WINDOW OPENING,TYP B3 S412 12"x26" CONC BEAM W/(3) #6 T&B, W/ #4 TIES AT 3"oc. DEVELOP CONT BARS 5'-10" INTO SHEAR WALL, ALL CONC BEAM BARS TO BE CONT CW-09 CONC WALL UNDER WINDOW OPENING, TYP A4 S412 (2) #7 x 8'-0" TYP (2) #7 AT OPENING B3 S412 OPP 1 1 1 SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: DUNN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com DIMENSIONS AND ELEVATIONS, AS THEY RELATE TO THE BUILDING IN GENERAL, i.e. GRID TO GRID DIMENSIONS OR DECK BEARING ELEVATIONS, ARE SUPPLIED BY THE ARCHITECT. THEY ARE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. NOTE: THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS DATED 07.25.2012 Th i s d r a w i n g , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v ic e , i s t h e p r o p e r t y o f D U N N A S S O C I A T E S I N C , a n d s h al l n o t b e u s e d , i n w h o l e o r p a r t f o r a n y o t h e r p r o je c t w i t h o u t t h e w r i t t e n p e r m i s s i o n o f a n a u t h o r i z e d r e p r e s e n t a t i v e o f D U N N A S S O C I A T E S I N C . U n a u t h o r i z ed u s e wi l l b e p r o s e c u t e d t o t h e f u l l e s t e x t e n t o f t h e l a w . C o p y r i g h t © 2 0 1 1 b y D U N N A S S O C I A T E S I N C . 100% CONSTRUCTION DOCUMENTSJULY 31, 201201 8/ 2 4 / 2 0 1 2 2 : 0 7 : 1 3 P M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ j o n a t h a n \ D o c u m e n t s \ 1 1 0 0 5 - C e n t r a l - V 1 2 _ j o n a t ha n . r v t SHEAR WALL ELEVATIONS S411 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S JRS TRM/TAK 11005 100% Construction Documents July 31, 2012 July 31, 2012 100% Construction Documents S411SCALE: 1/4" = 1'-0" C1 SHEAR WALL AT GRID 4 (GRID H-K) S411SCALE: 1/4" = 1'-0" C2 SHEAR WALL AT GRID 4 (GRID D-E) S411SCALE: 1/4" = 1'-0" C3 SHEAR WALL AT GRID C (GRID 4.8-6) S411SCALE: 1/4" = 1'-0" A1 SHEAR WALL AT GRID C (GRID 7-9) S411SCALE: 1/4" = 1'-0" A2 SHEAR WALL AT GRID 10 (GRID D-E) 1Aug 27, 2012Addendum 1 08/24/2012 Base 100'-0" Main Floor 100'-0" T/ STL 126'-3" K T/O Ext_Footing 97'-0" H Roof 125'-5 1/2" OPEN 20"x20" CONC COL W/ (8) #6 VERTS (A706) W/ #4 TIES AT 3"oc 12"x16" CONC COL W/ (6) #6 VERTS (A706 REINF) W/ #4 TIES AT 3"oc 12" THICK CONC SHEAR WALL, REINF W/ #4 AT 16"oc EA WAY, (2) CURTAINS OF REINF, TYP (2) #7 AT OPENING B3 S412 B4 S412 CW-08 CONC WALL UNDER WINDOW OPENING, TYP CW-09 CONC WALL UNDER WINDOW OPENING, TYP 12"x26" CONC BEAM W/(3) #6 T&B, W/ #4 TIES AT 3"oc. DEVELOP CONT BARS 5'-10" INTO SHEAR WALL, ALL CONC BEAM BARS TO BE CONT (2) #7 x 8'-0" TYP B3 S412 OPP A4 S412 B3 S412 OPP 1 1 1 1 Base 100'-0" Main Floor 100'-0" T/ STL 126'-3" 789 Basement 88'-0" T/O Ext_Footing 97'-0" T/O Basement Ftg 88'-0" 8.7 Roof 125'-5 1/2" OPEN OPEN OPEN OPEN 20"x20" CONC COL W/ (8) #6 VERTS (A706) W/ #4 TIES AT 3"oc (2) #7 AT OPENING, TYP 12"x16" CONC COL W/ (6) #6 VERTS (A706 REINF) W/ #4 TIES AT 3"oc 12" THICK CONC SHEAR WALL, REINF W/ #4 AT 16"oc EA WAY, (2) CURTAINS OF REINF, TYP 12"x26" CONC COL W/ (8) #6 VERTS (A706 REINF) W/ #4 TIES AT 3"oc 20"x20" CONC COL W/ (8) #6 VERTS (A706) W/ # 4 TIES AT 3"oc B4 S412 A3 S412 TYP CW-08 CONC WALL UNDER WINDOW OPENING,TYP 12"x16" CONC COL W/ (8) #6 VERTS (A706 REINF) W/ #4 TIES AT 3"oc B5 S412 OPP B3 S412 CW-09 CONC WALL UNDER WINDOW OPENING, TYP OPP A4 S412 TYP B4 S412 12"x26" CONC BEAM W/(3) #6 T&B, W/ #4 TIES AT 3"oc. DEVELOP CONT BARS 5'-10" INTO SHEAR WALL, ALL CONC BEAM BARS TO BE CONT (2) #7 x 8'-0" TYP B3 S412 OPP Base 100'-0" Main Floor 100'-0" T/ STL 126'-3" 4.856 Basement 88'-0" T/O Ext_Footing 97'-0" T/O Basement Ftg 88'-0" 4.9 Roof 125'-5 1/2" OPEN 20"x20" CONC COL W/ (8) #6 VERTS (A706) W/ #4 TIES AT 3"oc (2) #7 AT OPENING, TYP 12" THICK CONC SHEAR WALL, REINF W/ #4 AT 16"oc EA WAY, (2) CURTAINS OF REINF, TYP OPEN OPEN OPEN 20"x20" CONC COL W/ (8) #6 VERTS (A706) W/ #4 TIES AT 3"oc B4 S412 B3 S412 A3 S412 TYP CW-08 CONC WALL UNDER WINDOW OPENING,TYP 12"x16" CONC COL W/ (8) #6 VERTS (A706) W/ #4 TIES AT 3"oc 12"x16" CONC COL W/ (6) #6 VERTS (A706) W/ #4 TIES AT 3"oc 12"x26" CONC COL W/ (8) #6 VERTS (A706) W/ # 4 TIES AT 3"oc B5 S412 CW-09 CONC WALL UNDER WINDOW OPENING, TYP A4 S412 TYP B4 S412 12"x26" CONC BEAM W/(3) #6 T&B, W/ #4 TIES AT 3"oc. DEVELOP CONT BARS 5'-10" INTO SHEAR WALL, ALL CONC BEAM BARS TO BE CONT OPP (2) #7 x 8'-0" TYP B3 S412 OPP VERT WALL REINF TERMINATE HORIZ WALL REINF IN END OF BOUNDARY ELEMENT W/ 90° HOOK VERT BOUNDARY ELEMENT REINF, TYP BOUNDARY ELEMENT TIES, TYP 1'-4" VERT WALL REINF TERMINATE HORIZ WALL REINF IN END OF BOUNDARY ELEMENT W/ 90° HOOK ENCLOSE VERT WALL REINF W/ HAIRPIN TIES AND HOOP TIES AT 16"oc TO EDGE OF WALL 1'-8" 1'-8 " VA R I E S VERT BOUNDARY ELEMENT REINF, TYP BOUNDARY ELEMENT TIES, TYP 2'-2" ALTERNATE HAIRPIN TIES HORIZ WALL REINF #4 U TIES BETWEEN COL AT 16"oc AT OPENING, LAP W/ TYP VERT REINF ALTERNATE HAIRPIN TIE ENDS 2'-2 " ROOF DECK EMBEDS NOT SHOWN FOR CLARITY S701 D2 TYP HORIZ REINF IN BM W/ TIES CONC BM #7 TRIM BARS WALL BEYOND VERT WALL REINF, TYP TERMINATE HORIZ WALL REINF IN END OF BOUNDARY ELEMENT W/ 90° HOOKVERT BOUNDARY ELEMENT REINF, TYP BOUNDARY ELEMENT TIES, TYP 1'-4" SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: DUNN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com DIMENSIONS AND ELEVATIONS, AS THEY RELATE TO THE BUILDING IN GENERAL, i.e. GRID TO GRID DIMENSIONS OR DECK BEARING ELEVATIONS, ARE SUPPLIED BY THE ARCHITECT. THEY ARE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. NOTE: THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS DATED 07.25.2012 Th i s d r a w i n g , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v ic e , i s t h e p r o p e r t y o f D U N N A S S O C I A T E S I N C , a n d s h al l n o t b e u s e d , i n w h o l e o r p a r t f o r a n y o t h e r p r o je c t w i t h o u t t h e w r i t t e n p e r m i s s i o n o f a n a u t h o r i z e d r e p r e s e n t a t i v e o f D U N N A S S O C I A T E S I N C . U n a u t h o r i z ed u s e wi l l b e p r o s e c u t e d t o t h e f u l l e s t e x t e n t o f t h e l a w . C o p y r i g h t © 2 0 1 1 b y D U N N A S S O C I A T E S I N C . 100% CONSTRUCTION DOCUMENTSJULY 31, 201201 8/ 2 4 / 2 0 1 2 2 : 0 7 : 1 4 P M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ j o n a t h a n \ D o c u m e n t s \ 1 1 0 0 5 - C e n t r a l - V 1 2 _ j o n a t ha n . r v t SHEAR WALL ELEVATIONS S412 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S JRS TRM/TAK 11005 100% Construction Documents July 31, 2012 July 31, 2012 100% Construction Documents S412SCALE: 1/4" = 1'-0" A1 SHEAR WALL AT GRID 10 (GRID H-K) S412SCALE: 1/4" = 1'-0" C1 SHEAR WALL AT GRID L (GRID 7-9) S412SCALE: 1/4" = 1'-0" C2 SHEAR WALL AT GRID L (GRID 4.8-6) NO SCALE:S412 B3 JAMB DETAIL NO SCALE:S412 B4 JAMB DETAIL NO SCALE:S412 A3 JAMB DETAIL NO SCALE:S412 A4 BEAM DETAIL NO SCALE:S412 B5 JAMB DETAIL 1Aug 27, 2012Addendum 1 08/24/2012 Base 100'-0" Main Floor 100'-0" Mech Mezz 116'-0" G K T/O Int footing 99'-0" W8X 6 7 W8X 6 7 W21X44 S424 D2 TYP A1 A1 S423 D1 TYP Base 100'-0" Main Floor 100'-0" Mech Mezz 116'-0" 78 Basement 88'-0" T/O Int footing 99'-0" T/O Basement Ftg 88'-0" Mech Step 114'-6" S424 D2 S424 D3 W8X 6 7 W21X44 W10 X 7 7 A1 A1 S423 D1 TYP Base 100'-0" Main Floor 100'-0" Mech Mezz 116'-0" 56 Basement 88'-0" T/O Int footing 99'-0" T/O Basement Ftg 88'-0" 4.9 Mech Step 114'-6" W10 X 7 7 W8X 6 7 W21X44 A1 A1 S423 D1 TYP S424 C1 S424 D3 3 Base 100'-0" Main Floor 100'-0" Mech Mezz 116'-0" 78 T/O Int footing 99'-0" Mech Step 114'-6" S424 D2 W8X 6 7 W21X44 W8X 6 7 A1 A1 S423 D1 TYP Base 100'-0" Main Floor 100'-0" Mech Mezz 116'-0" G Basement 88'-0" T/O Int footing 99'-0" T/O Basement Ftg 88'-0" H W8X 6 7 W8X 6 7 W21X44 S424 D3 S424 D3 B4 S422 SIM A1 A1 S423 D1 TYP Base 100'-0" Main Floor 100'-0" Mech Mezz 116'-0" D E F T/O Int footing 99'-0" E.2 S424 D2 TYP W8X 6 7 W8X 6 7 W21X44 A1 A1 S423 D1 TYP Base 100'-0" Main Floor 100'-0" Mech Mezz 116'-0" DEF T/O Int footing 99'-0" E.2 S424 D2 TYP W8X 6 7 W8X 6 7 W21X44 A1 A1 S423 D1 TYP Base 100'-0" Main Floor 100'-0" Mech Mezz 116'-0" 78 T/O Int footing 99'-0" Mech Step 114'-6" S424 D2 TYP W21X44 W8X 6 7 W8X 6 7 A1 A1 S423 D1 TYP ELEVATION NOTES 1.ALL MEMBERS SIZED ON THIS SHEET ARE PART OF THE MOMENT FRAME. SEE GENERAL STRUCTURAL NOTES AND SPECIFIED DETAILS FOR MORE INFORMATION. 2.WHERE POSSIBLE COORDINATE FULL HEIGHT WEB STIFFENERS WITH PERPENDICULAR BEAM CONNECTIONS. SEE (A1/S601). 3.ALL MOMENT FRAME BEAM TO COLUMN CONNECTIONS ARE SIDE PLATE CONNECTIONS 4.PROVIDE 3/4"Ø x 0'-5" HSA AT 12"oc TYPICAL AT MOMENT FRAME BEAMS, UNLESS NOTED OTHERWISE. ELEVATION NOTES SECTION MARK SHEET NUMBER X SIDE PLATE CONNECTION IDENTIFIER SEE SCHEDULE ON (S423) INDICATES PROTECTED ZONE. SEE DET ON (S422) FOR LIMITS OF PROTECTED ZONE. WELDED, BOLTED, SCREWED, OR SHOT-IN ATTACHMENTS FOR EDGE ANGLE, PARTITIONS, DUCTWORK, PIPING, OR OTHER CONSTRUCTION SHALL NOT BE PLACED IN PROTECTED ZONE. SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: DUNN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com DIMENSIONS AND ELEVATIONS, AS THEY RELATE TO THE BUILDING IN GENERAL, i.e. GRID TO GRID DIMENSIONS OR DECK BEARING ELEVATIONS, ARE SUPPLIED BY THE ARCHITECT. THEY ARE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. NOTE: THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS DATED 07.25.2012 Th i s d r a w i n g , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v ic e , i s t h e p r o p e r t y o f D U N N A S S O C I A T E S I N C , a n d s h al l n o t b e u s e d , i n w h o l e o r p a r t f o r a n y o t h e r p r o je c t w i t h o u t t h e w r i t t e n p e r m i s s i o n o f a n a u t h o r i z e d r e p r e s e n t a t i v e o f D U N N A S S O C I A T E S I N C . U n a u t h o r i z ed u s e wi l l b e p r o s e c u t e d t o t h e f u l l e s t e x t e n t o f t h e l a w . C o p y r i g h t © 2 0 1 1 b y D U N N A S S O C I A T E S I N C . 100% CONSTRUCTION DOCUMENTSJULY 31, 201201 9/ 1 0 / 2 0 1 2 9 : 3 5 : 5 1 A M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ b r e t t \ D o c u m e n t s \ 1 1 0 0 5 - C e n t r a l - V 1 2 _ B r e t t . r v t MOMENT FRAME ELEVATIONS S421 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S JRS TRM/TAK 11005 100% Construction Documents July 31, 2012 July 31, 2012 100% Construction Documents S421SCALE: 1/8" = 1'-0" D1 MOMENT FRAME AT GRID 8 (GRID G-K) S421SCALE: 1/8" = 1'-0" D2 MOMENT FRAME AT GRID G (GRID 7-8) S421SCALE: 1/8" = 1'-0" D3 MOMENT FRAME AT GRID K (GRID 5-6) S421SCALE: 1/8" = 1'-0" D4 MOMENT FRAME AT GRID F (GRID 7-8) S421SCALE: 1/8" = 1'-0" B1 MOMENT FRAME AT GRID 5.5 (GRID G-J.5 ) S421SCALE: 1/8" = 1'-0" B2 MOMENT FRAME AT GRID 5 (GRID D-E) S421SCALE: 1/8" = 1'-0" B3 MOMENT FRAME AT GRID 8 (GRID E-D) S421SCALE: 1/8" = 1'-0" B4 MOMENT FRAME AT GRID D (GRID 7-8) 1Aug 27, 2012Addendum 1 3Sept 10, 2012Addendum 3 09/10/2012 NOTE : REFER TO SIDEPLATE CONNECTION SCHEDULE DETAIL C1 ON SHEET S423. C C SECTION C-C 3" ELEVATION(STANDARD OPTION 1, 2, 3) THE DETAILED WIDTH OF TOP COVER PLATE {B} CAN BE CORRESPONDINGLY DIMENSIONED TO BE COLUMN FLANGE NOMINAL WIDTH OR UP TO 1/8" LESS AT THE FARICTORS DISCRETION TO FACILITATE ERECTION CLEARANC DURING THE LIFTING INTO PLACE OF FULL-LENGTH BEAM ASSEMBLY, WHILE MAINTAINING SUFFICUEBT CLEARANCE FOR PLACEMENT OF WELD {5} [SEE SHOP FABRICATION OF SIDEPLATE FRAME® NOTE 1A] TOP COVER PLATE {B} GAP UP TO 1/8" PERMISSIBLE TO FACILITATE FIT UP, TYP IN NO CASE SHALL THIS FACE OF THE ERECTION ANGLE {E} STICK OUT PAST THE EDGE OF THE TOP COVER PLATE {B} (RECOMMEND THAT IT BE 1/16" RECESSED IN) ERECTION ANGLE {E} (L5x3x1/2) VERT SHEAR PL {C} TO EDGE OF TOP COVER PLATE {B} 1" (+/- 1/4") DISTANCE OF VERTICLE SHEAR PLATE {C} L5x3x1/2 {E} LENGTH TO BE 'T' DIMENSION OF BEAM (+/-) VERTICAL SHEAR PLATE {C}, (TYP 2 LOC) THE LENGTH OF VERTICAL SHEAR PLATE {C} SHALL HAVE IT'S CORNERS CLIPPED TO AVOID THE K-LINE AREA. NOTE: THIS PLATE DOES NOT NEED TO MAKE CONTACT WITH THE BEAM FLANGE, A 1/8" GAP SHALL BE PERMITTED BOTTOM COVER PLATE {B} SHALL BE PERPENDICULAR TO THE BEAM WEB, REGARDLESS OF POSSIBLE ROLLED TILT OF THE BOTTOM BEAM FLANGE {4} {4} TOP COVER PLATE {B} 6" SHORT SLOT HORIZONTAL HOLES, UNO HOLD BACK WELD {5} -SEE SCHEDULE 'ALIGNMENT HOLE', ONE SIDE ONLY, BOTH ENDS OF THE BEAM {5} F.S. 1.5" @12" F.S. 1.5" @12" RECTANGULAR COVER PLATE {B} PLAN VIEW C TYP COVER PLATE {B}, UNO EXTERIOR FACE OF OUTSTANDING LEG OF ERECTION ANGLE {E} COINCIDES WITH LONGITUDINAL EDGE OF TOP COVER PLATE {B}. IN NO CASE SHALL THE EXTERIOR FACE OF ERECTION ANGLE {E} EXTEND BEYOND THE EDGE OF TOP COVER PLATE {B} (RECOMMEND THAT IT BE 1/16" RECESSED IN) ERECTION ANGLE {E} TO VERT SHEAR PL {C} TYP 1" RETURN; ALTERNAETLY, USE 50% OF WELD {4} EA SIDE 1/4" MIN VERT SHEAR PL {C} TO BM WEB; ALTERNAETLY, USE 50% OF WELD {4} EA SIDE 1/4" MIN BM FLANGE TO COVER PL (T&B TYP 2 LOCATION). SEE GRAPHIC 2 FOR REQUIRED WELD END PROFILE ON (S003) AND (004) [DEMAND CRITICAL] NOTE : REFER TO SIDEPLATE CONNECTION SCHEDULE DETAIL C1 ON SHEET S423. B B SECTION B-B ELEVATION BE A M DE P T H SIDE PLATE {A} SIDEPLATE PROTECTED ZONES PER DETAIL (B2/S422) A (0.833xDb) WITHIN THIS ZONE BEAM PROTECTED ZONE NO BRACE OR ATTACHEMENT COLUMN WHEN FULL LENGTH BEAM ASSEMBLY IS PUSHED AS FAR AS NEEDED DURING ERECTION WHILE STILL SATISFYING MINIMUM COLUMN/BEAM SEPARATION (GAP) PER SIDELATE CONNECTION SCHEDULE {6} ERECTION ANGLE {E} OR VERTICAL SHEAR PLATE AS OCCURS 6 OR 8 BOLTS AS OCCURS PER SIDEPLATE CONNECTION SCHEDULE TO SERVE AS AN ERECTION AID AND CLAMPING DEVICE (BOLTS SHALL BE SNUG TIGHTENED) WELD {7} +1/2" (+/-) {7} DIM {B} MINUS BEAM DEPTH TOP OF STEEL BEAM MIN 3/8" GAP PRIOR TO SNUG TIGHTENING BOLTS AND WELDING ENSURE THAT BOTTOM OF SIDE PLATE TO COVER PLATE GAP IS MINIMIZED IF NOT ELIMINATED. IN NO CASE SHALL THE GAP EXCEED AWS D1.1 ALLOWABLE TOLERANCES. EQ EQ TYP 4 LOCATIONS, [DEMAND CRITICAL] AS OCCURS PER SIDEPLATE CONN SCHED, EDGE OF SIDE PL {A} TO ERECTION ANGLE{E} TWO-SIDED CONNECTIONONE-SIDED CONNECTION ELEVATION ELEVATION SIDE PLATE {A} COLUMN COLUMN LC LC TY P6" 1 31/32"1 31/32"GAP +2" OK TO ATTACH VIA WELDING IN NON HATCHED AREA ABIDING STANDARD CONSTRUCTION PRACTICES. NO OVERLAPPING OF WELDS (E.G. PLACEMENT OF WELD ON TOP OF EXISTING SIDE PLATE WELDS). WELD SHALL NOT SPILL OVER THE EDGE OF THE SIDE PLATE {A} AND NO SHOT PINS ALLOWED GAP +4" OK TO ATTACH VIA WELDING IN NON HATCHED AREA ABIDING STANDARD CONSTRUCTION PRACTIVES. NO OVERLAPPING OF WELDS (E.G. PLACEMENT OF WELD ON TOP OF EXISTING SIDE PLATE WELDS). WELD SHALL NOT SPILL OVER THE EDGE OF THE SIDE PLACE {A} AND NO SHOT PINS ALLOWED. SIDE PLATE {A} GAP+2" 6"6" SIDE PLATE {A} MTL DECK L3x3x3/8 DECK SUPPORT ANGLE, TYP,UNO CONC FILLED METAL DECK PER PLAN 3/4" STUDS ON COVER PLATE {B} TO BE 1 1/2" SHORTER THAN STUDS ON BEAM 1/4 2-12 2" BEARING MIN NO WELD AT PROTECTED ZONE ON SIDE PL {A}, TYP NOTES: 1.REFER TO SIDEPLATE CONNECTION SCHEDULE FOR SIDEPLATE PROPERTIES NOT SPECIFIED HERE. 2.COORDINATE DETAIL WITH CONNECTION AT LEVEL MECHANICAL MEZZANINE ON GRID G BETWEEN 5 & 6. 3.WELD {2}=7/16" NOT SHOWN FOR CLARITY 3 SIDES, TYP3/8 3 SIDES, TYP 3/8 COLUMNLC 3 SIDES, TYP3/8 BEAM SHORT CANTILEVER BEAM AS OCCURS, TYPSIDE PLATE {A} COLUMN PLATE {D} (TYP 4 LOCATIONS) S301 B3 SIM TYP CJP WELD PER PROJECT SPECIFICATION, TYP 2 LOCATIONS SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: DUNN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com DIMENSIONS AND ELEVATIONS, AS THEY RELATE TO THE BUILDING IN GENERAL, i.e. GRID TO GRID DIMENSIONS OR DECK BEARING ELEVATIONS, ARE SUPPLIED BY THE ARCHITECT. THEY ARE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. NOTE: THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS DATED 07.25.2012 Th i s d r a w i n g , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v ic e , i s t h e p r o p e r t y o f D U N N A S S O C I A T E S I N C , a n d s h al l n o t b e u s e d , i n w h o l e o r p a r t f o r a n y o t h e r p r o je c t w i t h o u t t h e w r i t t e n p e r m i s s i o n o f a n a u t h o r i z e d r e p r e s e n t a t i v e o f D U N N A S S O C I A T E S I N C . U n a u t h o r i z ed u s e wi l l b e p r o s e c u t e d t o t h e f u l l e s t e x t e n t o f t h e l a w . C o p y r i g h t © 2 0 1 1 b y D U N N A S S O C I A T E S I N C . 100% CONSTRUCTION DOCUMENTSJULY 31, 201201 8/ 6 / 2 0 1 2 9 : 2 6 : 3 3 A M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ j o n a t h a n \ D o c u m e n t s \ 1 1 0 0 5 - C e n t r a l - V 1 2 _ j o n a t ha n . r v t SIDEPLATE TYPICAL BEAM DETAILS S422 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S JRS TRM/TAK 11005 100% Construction Documents July 31, 2012 July 31, 2012 100% Construction Documents NO SCALE:S422 D1 FULL LENGTH BEAM SHOP DETAIL 1 NO SCALE:S422 D3 FULL-LENGTH BEAM TO SIDEPLATE FIELD ERECTION DETAIL 1 NO SCALE:S422 B2 SIDEPLATE PROTECTED ZONE S1 NO SCALE:S422 B1 LEDGER CONNECTION TO SIDEPLATE FOR PERPENDICULAR DECK SUPPORT 1 NOTICE OF INTELLECTUAL PROPERTY The SIDEPLATE steel frame connection system described herein is PATENTED technology protected and covered by one or more of U.S. patent nos. 5,660,017; 6,138,427; 6,516,583; 6,591,573; 7,178,296; 8,122,672; 8,146,322 and 8,176,706; other U.S. and foreign patents pending; and also contains trade secret information that is PROPRIETARY to SidePlate Systems, Inc. [tel (800) 475-2077 and (949) 305-7889, fax (949) 305-6395; www.sideplate.com]. Copyright 2012 SidePlate Systems, Inc. all rights reserved. Without limitation, this calculations and the information hereon may be used by others solely (i) upon payment in full of SidePlate License Fee to SidePlate Systems, Inc. and (ii) in connection with the design, construction, operation, repair, maintenance, restoration or demolition of the building(s) specifically identified hereon, all other uses being expressly prohibited. R= 8 ® ®© v5.1 NO SCALE:S422 B4 UNREINFORCED CANTILEVER CONNECTION Z Z A A SECTION A-A PLAN VIEW DETAIL 1A AT DISCONTINUOUS COLUMNS ONLY RECESSED OPTIONPOPPED OUT OPTION RECESSED OPTION ELEVATION POPPED OUT OPTION CLIP CORNERS SUCH THAT THE WELD FROM PLATE {D} TO THE COLUMN WEB STARTS AND STOPS A DISTANCE OF 1 1/2" FROM THE TANGENT OF THE FLANGE TO THE WEB FILLET (I.E., THE AISC 'k' DIMENSION) WHEN COLUMN IS GREATER THAN W16x WELD {2} +1/2" (+/-) HORIZONTAL SHEAR PLATE {D} (TYP 4 LOC) GAP UP TO 1/8" PERMISSIBLE HOLD DIMENSION -TO BE SHOWN ON THE SHOP DRAWINGS, TYP {2} SIDE PLATE {A} TO COLUMN FLANGE (TYP 4 LOC){3} WEB ONLY, UNO DIRECTION OF ROLL STANDARD HOLE 6" 1 3/4" A COLUMN SHEAR TAB (AS OCCURS) {1} B {1} THIS OPTION REQUIRES WELD {3} TO BE INSPECTED PRIOR TO INSTALLING PLATE {A} SIDE PLATE {A} HORIZONTAL SHEAR P {D} (TYP 4 LOC) DETAIL 1A SIDE PLATE {A} SIDE PLATE {A} GRAVITY BEAM OR GIRDER (AS OCCURS) COLUMN WEB COLUMN WEB DETAIL 1A HORIZONTAL SHEAR PLATE {D} (TYP 4 LOC) WEL D { 1 } + 1 / 2 " ( + / - ) COLUMN WEB COLUMN WEB SIDE PLATE {A} HORIZONTAL SHEAR PLATE {D} SIDE PLATE {A} HORIZONTAL SHEAR PLATE {D} TYP {1} WELD {1} + 1/2" (+/-) LC LC LC LC [DEMAND CRITICAL] WELD {1} + 1/2" (+/-) OVERSIZE HOLE OVERSIZE HOLE PL {D} TO SIDE PL {A} PL {D} TO SIDE PL {A} GRAVITY BEAM OR GIRDER (AS OCCURS) TYP, WEB ONLY, UNO {3} {3}WEB ONLY, UNO {3} ZZ Z Z A A PLAN VIEW ELEVATION B B A A 1 3/4" 6" SIDE PLATE {A} COLUMN DIRECTION OF ROLL CLIP CORNERS SUCH THAT THE WELD FROM PLATE {D} TO THE COLUMN WEB STARTS AND STOPS A DISTANCE OF 1 1/2" FROM THE TANGENT OF THE FLANGE TO THE WEB FILLET (I.E., THE AISC 'k' DIMENSION) WHEN COLUMN IS GREATER THAN W16x HORIZONTAL SHEAR PLATE {D} (TYP 4 LOC) GAP UP TO 1/8" PERMISSIBLE HOLD DIMENSION -TO BE SHOWN ON THE SHOP DRAWINGS, TYP HOLD DIMENSION -TO BE SHOWN ON THE SHOP DRAWINGS, TYP LC LC STANDARD HOLE OVERSIZE HOLE OVERSIZE HOLE {1}PL {D} TO SIDE PL {A} {1}PL {D} TO SIDE PL {A} {3}WEB ONLY, UNO} {2} SIDE PL {A} TO COL FLANGE (TYP 4 LOCATIONS) [DEMAND CRITICAL] NOTE: REFER TO FULL-LENGTH BEAM DETAIL D1 & D3 ON SHEET S423. A1 W8X,W10X 5/8 3/8 5/16 3/8 5/16 1 1/2 W21X44 1 1/2 16 24 20 3/8 3/8 5/16 5/16 -- 7/16 3/4 -Rectangular Option 1, 2 or 3 5x3x1/2 (Gr. 36)6 3/4 - ID COLUMN DESIGN BEAM DESIGN MISCELLANEOUS COLUMN PLATE THICKNESS WELD SIZE WELD HOLD BACK BEAM GAP DIMENSIONS PLATE THICKNESS WELD SIZE WELD HOLDBACK COVER PLATE VERTICAL SHEAR ELEMENT OPTION ERECTION ANGLE {E} & GRADE A325N BOLTS COORDINATE WITH DETAIL {A}{D}{1}{2}{3}{2}A B C {B}{C}{4}{5}{5a}{6}{7}{5}{5a}QTY.DIA. SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: DUNN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com DIMENSIONS AND ELEVATIONS, AS THEY RELATE TO THE BUILDING IN GENERAL, i.e. GRID TO GRID DIMENSIONS OR DECK BEARING ELEVATIONS, ARE SUPPLIED BY THE ARCHITECT. THEY ARE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. NOTE: THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS DATED 07.25.2012 Th i s d r a w i n g , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v ic e , i s t h e p r o p e r t y o f D U N N A S S O C I A T E S I N C , a n d s h al l n o t b e u s e d , i n w h o l e o r p a r t f o r a n y o t h e r p r o je c t w i t h o u t t h e w r i t t e n p e r m i s s i o n o f a n a u t h o r i z e d r e p r e s e n t a t i v e o f D U N N A S S O C I A T E S I N C . U n a u t h o r i z ed u s e wi l l b e p r o s e c u t e d t o t h e f u l l e s t e x t e n t o f t h e l a w . C o p y r i g h t © 2 0 1 1 b y D U N N A S S O C I A T E S I N C . 100% CONSTRUCTION DOCUMENTSJULY 31, 201201 8/ 6 / 2 0 1 2 9 : 2 6 : 3 4 A M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ j o n a t h a n \ D o c u m e n t s \ 1 1 0 0 5 - C e n t r a l - V 1 2 _ j o n a t ha n . r v t SIDEPLATE A & B TYPE TYPICAL DETAILS S423 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S JRS TRM/TAK 11005 100% Construction Documents July 31, 2012 July 31, 2012 100% Construction Documents NO SCALE:S423 D1 ONE-SIDED CONNECTION COLUMN SHOP DETAIL (A-TYPE)-1 NO SCALE:S423 D3 TWO-SIDED CONNECTION COLUMN SHOP DETAIL (B-TYPE) 1 NO SCALE:S423 C1 SIDEPLATE A & B - TYPE CONNECTION SCHEDULE 1 NOTICE OF INTELLECTUAL PROPERTY The SIDEPLATE steel frame connection system described herein is PATENTED technology protected and covered by one or more of U.S. patent nos. 5,660,017; 6,138,427; 6,516,583; 6,591,573; 7,178,296; 8,122,672; 8,146,322 and 8,176,706; other U.S. and foreign patents pending; and also contains trade secret information that is PROPRIETARY to SidePlate Systems, Inc. [tel (800) 475-2077 and (949) 305-7889, fax (949) 305-6395; www.sideplate.com]. Copyright 2012 SidePlate Systems, Inc. all rights reserved. Without limitation, this calculations and the information hereon may be used by others solely (i) upon payment in full of SidePlate License Fee to SidePlate Systems, Inc. and (ii) in connection with the design, construction, operation, repair, maintenance, restoration or demolition of the building(s) specifically identified hereon, all other uses being expressly prohibited. R= 8 ® ®© v5.1 SUSPENDED CONC SLAB STL FRAME COL 3 1/2" NWC TOPPING SLAB STL BASE PL ON 2" NON- SHRINK GROUTDOWEL VERT COL REINF INTO BM w/ STANDARD HOOKS (3) SET OF TIES AT 3"oc AROUND AB's AT T/COL CONC BM, SEE PLAN AND SCHED CONC COL TYP SLAB REINF, SEE PLAN T/FLR ELEV VERIFY w/ ARCH 1/4 D4 S424 1/2"x 2 1/2" x 0'-6 1/2" PL WASHER EA PAIR OF AB's w/ STANARD HOLES AND HEVY HEX NUTS T&B PR O J 5" 2'- 8 " NOT USED CONC FTG(2) HEAVY HEX NUTS W/ 1/2"x3" SQ PL WASHER EA BOLT MATCH BOTT REINF 1'- 6 " PR O J 5"1'-0 " CONC SOG CONC POUR BACK T/ CONC SOG SEE ARCH DWGS T/ CONC FTG D4 S424 STL MOMENT FRAME COL STL BASE PL ON 2" NON-SHRINK GROUT CONC COL 5" P R O J STL BASE PL ON 2" NON- SHRINK GROUT T/ FLR EL VERIFY W/ ARCH D4 S424 STL MOMENT FRAME COL (3) SET OF TIES AT 3"oc AROUND AB's AT T/COL CONC COL 1/2"x 2 1/2" x 0'-6 1/2" PL WASHER EA PAIR OF AB's w/ STANDARD HOLES AND HEAVY HEX NUTS T&B AT SIM CONDITION STL COL IS NOT CENTERED ON CONC COL 2'- 8 " DOWEL VERT COL REINF INTO BM w/ STANDARD HOOKS NWC TOPPING, SEE ARCH DWGS FOR THICKNESS 3 2"2" GRID GR I D (4) 2 1/16"Ø HOLES FOR 1 1/4"Ø ASTM F1554 GRADE 36 ANCHOR BOLTS 1 1/2" BASE PL 1/2"x2 1/2"x 0'-6 1/2" PL WASHER EA SIDE W/ (2) 1 3/8"Ø HOLES 5/16 5/165/16TYP5/16 CJP AT FLANGES DCW 1" 1" 1" 3" 3" 1" 2'- 8 " D4 S424 STL MOMENT FRAME COL SUSPENDED CONC SLAB (3) SETS OF TIES AT 3"oc AROUND AB's AT T/COL CONC COL STL BASE PL ON 2" NON-SHRINK GROUT CONC SOG LINE OF CONC WALL BYND CONT HORIZ WALL REINF THRU COL (2) HEAVY HEX NUTS W/ 1/2"x3 1/2" SQ PL WASHER EA BOLT SEE (B1/S512) FOR INFORMATION NOT SHOWN T/ FLR EL VERIFY W/ ARCH NWC TOPPING, SEE ARCH DWGS FOR THICKNESS 2'-0" 3 SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: DUNN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com DIMENSIONS AND ELEVATIONS, AS THEY RELATE TO THE BUILDING IN GENERAL, i.e. GRID TO GRID DIMENSIONS OR DECK BEARING ELEVATIONS, ARE SUPPLIED BY THE ARCHITECT. THEY ARE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. NOTE: THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS DATED 07.25.2012 Th i s d r a w i n g , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v ic e , i s t h e p r o p e r t y o f D U N N A S S O C I A T E S I N C , a n d s h al l n o t b e u s e d , i n w h o l e o r p a r t f o r a n y o t h e r p r o je c t w i t h o u t t h e w r i t t e n p e r m i s s i o n o f a n a u t h o r i z e d r e p r e s e n t a t i v e o f D U N N A S S O C I A T E S I N C . U n a u t h o r i z ed u s e wi l l b e p r o s e c u t e d t o t h e f u l l e s t e x t e n t o f t h e l a w . C o p y r i g h t © 2 0 1 1 b y D U N N A S S O C I A T E S I N C . 100% CONSTRUCTION DOCUMENTSJULY 31, 201201 9/ 1 0 / 2 0 1 2 9 : 3 5 : 5 4 A M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ b r e t t \ D o c u m e n t s \ 1 1 0 0 5 - C e n t r a l - V 1 2 _ B r e t t . r v t MOMENT FRAME DETAILS S424 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S JRS TRM/TAK 11005 100% Construction Documents July 31, 2012 July 31, 2012 100% Construction Documents NO SCALE:S424 D1 MOMENT FRAME COLUMN AT SUSPENDED SLAB NO SCALE:S424 D2 MOMENT FRAME COLUMN TO CONCRETE FOOTING NO SCALE:S424 D3 MOMENT FRAME COLUMN AT SUSPENDED SLAB NO SCALE:S424 D4 TYPICAL MOMENT FRAME BASE PLATE NO SCALE:S424 C1 MOMENT FRAME COLUMN DETAIL AT CONCRETE WALL 1Aug 27, 2012Addendum 1 3Sept 10, 2012Addendum 3 09/10/2012 Spire 1 138'-3 1/2" Spire 3 163'-0" Spire 5 182'-3" Spire 6 189'-6" Spire 2 150'-0" 1.7 3 4 4.8 W14X22 C3X6C3X6 C5X6.7 C5X6.7 150'-3 1/32" 138'-3 11/32" 162'-11 1/32" 182'-2 3/32" 189'-5 5/16" 2 4.9 7_Spire 4 172'-6"172'-6 9/16" C7X9.8 C5X6.7C5X6.7 C 7X 9.8 2-L3 1/2X3X7/162-L 3 1/2 X3X7/1 6 HS S 4 x 4 x 5 / 1 6 HS S 5 x 5 x 5 / 1 6 HS S 5 x 5 x 5 / 1 6 W24X55 W14X22 W14X22 W14X22 HS S 6 X 6 X 5 / 1 6 HS S 4 x 4 x 5 / 1 6 HS S 4 x 4 x 5 / 1 6 HS S 4 x 4 x 5 / 1 6 HS S 4 x 4 x 5 / 1 6 HS S 4 x 4 x 5 / 1 6 HS S 4 x 4 x 5 / 1 6 HS S 4 x 4 x 5 / 1 6 HSS 3x3x1/4 HSS 3x3x1/4HSS 3x3x1/4 S1 S2 HSS6x6x3/8 TYP S434 C1 S434 C2 S434 C2 OPP S434 D3 S434 D3 S434 D3 S434 B2 B1 S434 B1 S434OPPS434 B3 TYP B1 S434 B1 S434 S434 C2 OPP F F G G HH II JJ JJ JJ JJ KK KK S434 A2 S602 C2 TYP OPP S434 A1 S702 C4 LL B B LLB B Spire 1 138'-3 1/2" Spire 3 163'-0" Spire 5 182'-3" Spire 6 189'-6" Spire 2 150'-0" EFGHE.2 7_Spire 4 172'-6" 2-L3 1/2 X 3 X 7/1 6 2-L3 1/ 2X3X7/16 C7X9.8 C 7 X 9.8 C5X6.7 C5X6.7 C5 X 6.7 C5X6.7 C3X6 C3X6 W14X22 W14X22 W14X22 W14X22 W24X55 HS S 6 X 6 X 5 / 1 6 HSS 3x3x1/4 HSS 3x3x1/4HSS 3x3x1/4 HS S 4 x 4 x 5 / 1 6 HS S 5 x 5 x 5 / 1 6 HSS5x5x5/16 HS S 4 x 4 x 5 / 1 6 HS S 4 x 4 x 5 / 1 6 HS S 4 x 4 x 5 / 1 6 HS S 4 x 4 x 5 / 1 6 HS S 4 x 4 x 5 / 1 6 HS S 4 x 4 x 5 / 1 6 HS S 4 x 4 x 5 / 1 6 SB SA HSS6x6x3/8 TYP S434 B1OPP S434 B1 S434 B1 S434 B1 S434 D3 S434 C2 S434 C2 S434 C2 S434 C2 S434 B3 TYP S434 C1 SIM S434 C1 SIM OPP OPP F G G F HH I I JJ J J JJ J J K K KK OPP S602 C2 TYP S434 A2 S434 A1 LLB B LLBB S702 C4 4 ELEVATION NOTES 1.ALL MEMBERS SIZED ON THIS SHEET ARE PART OF THE BRACED FRAME. SEE GENERAL STRUCTURAL NOTES AND SPECIFIED DETAILS FOR MORE INFORMATION. 2.WORK POINT IS CENTERLINE OF BEAM AND COLUMN FOR ALL BRACES BRACED FRAME CONNECTION TYPE. SEE SCHEDULE ON (D1/S434)X SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: DUNN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com DIMENSIONS AND ELEVATIONS, AS THEY RELATE TO THE BUILDING IN GENERAL, i.e. GRID TO GRID DIMENSIONS OR DECK BEARING ELEVATIONS, ARE SUPPLIED BY THE ARCHITECT. THEY ARE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. NOTE: THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS DATED 07.25.2012 Th i s d r a w i n g , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v ic e , i s t h e p r o p e r t y o f D U N N A S S O C I A T E S I N C , a n d s h al l n o t b e u s e d , i n w h o l e o r p a r t f o r a n y o t h e r p r o je c t w i t h o u t t h e w r i t t e n p e r m i s s i o n o f a n a u t h o r i z e d r e p r e s e n t a t i v e o f D U N N A S S O C I A T E S I N C . U n a u t h o r i z ed u s e wi l l b e p r o s e c u t e d t o t h e f u l l e s t e x t e n t o f t h e l a w . C o p y r i g h t © 2 0 1 1 b y D U N N A S S O C I A T E S I N C . 100% CONSTRUCTION DOCUMENTSJULY 31, 201201 9/ 1 7 / 2 0 1 2 8 : 1 8 : 2 8 A M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ t o d d \ D o c u m e n t s \ 1 1 0 0 5 - C e n t r a l - V 1 2 _ t o d d . r v t TOWER FRAMING ELEVATIONS S431 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S JRS TRM/TAK 11005 100% Construction Documents July 31, 2012 July 31, 2012 100% Construction Documents S431SCALE: 1/4" = 1'-0" A1 NORTH - TOWER FRAMING ELEVATION S431SCALE: 1/4" = 1'-0" A3 EAST - TOWER FRAMING ELEVATION 1Aug 27, 2012Addendum 1 4Sept 17, 2012Addendum 4 09/17/2012 Spire 1 138'-3 1/2" Spire 3 163'-0" Spire 5 182'-3" Spire 6 189'-6" Spire 2 150'-0" E F G HE.2 7_Spire 4 172'-6" 2L 3 X3 X1/4 2L3X3X1/4 C7X 9. 8C7X9.8 C5X6.7C5X6.7 C5X6.7C5X6.7 C3X6C3X6 W24X55 W14X22 W14X22 W14X22 W14X22 HS S 6 X 6 X 5 / 1 6 HSS 3x3x1/4 HSS 3x3x1/4HSS 3x3x1/4 HS S 4 x 4 x 5 / 1 6 HS S 5 x 5 x 5 / 1 6 HSS5x5x5/16 HS S 4 x 4 x 5 / 1 6 HS S 4 x 4 x 5 / 1 6 HS S 4 x 4 x 5 / 1 6 HS S 4 x 4 x 5 / 1 6 HS S 4 x 4 x 5 / 1 6 HS S 4 x 4 x 5 / 1 6 HS S 4 x 4 x 5 / 1 6 SBSA S434 B1 OPP S434 B1 S434 B1 S434 B1 OPP S434 D3 S434 C2 S434 C2 S434 C2 S434 C2 HSS6x6x3/8 TYP S434 B3 TYP OPP S434 C1 SIM S434 C1 SIM OPP G G FF H H I I J J J J JJ J J K K KK S434 A2 S602 C2 TYP S434 A1 S702 C4 L L BB LLBB 1 1 Spire 1 138'-3 1/2" Spire 3 163'-0" Spire 5 182'-3" Spire 6 189'-6" Spire 2 150'-0" 1.73 4 4.8 24.9 7_Spire 4 172'-6" C3 X6C3X6 C5 X6.7 C5X6.7 C5X6.7 C5X6.7 C7 X9.8C7X9.8 2-L3 1/ 2X3X7/162-L 3 1/2 X3 X7/16 W14X22 W14X22 W14X22 W14X22 W24X55 HS S 6 X 6 X 5 / 1 6 HSS 3x3x1/4 HSS 3x3x1/4HSS 3x3x1/4 HS S 4 x 4 x 5 / 1 6 HS S 5 x 5 x 5 / 1 6 HSS5x5x5/16 HS S 4 x 4 x 5 / 1 6 HS S 4 x 4 x 5 / 1 6 HS S 4 x 4 x 5 / 1 6 HS S 4 x 4 x 5 / 1 6 HS S 4 x 4 x 5 / 1 6 HS S 4 x 4 x 5 / 1 6 HS S 4 x 4 x 5 / 1 6 S1S2 S434 C1 S434 C2 S434 C2 OPP S434 D3 S434 D3 S434 D3 S434 B2 B1 S434 B1 S434 OPP S434 B3 TYP B1 S434 B1 S434 OPP S434 C2 HSS6x6x3/8 TYP F F GG H H I I J J JJ J J J J K K K K S434 A2 S602 C2 TYP S434 A1 S702 C4 LLB B LLBB ELEVATION NOTES 1.ALL MEMBERS SIZED ON THIS SHEET ARE PART OF THE BRACED FRAME. SEE GENERAL STRUCTURAL NOTES AND SPECIFIED DETAILS FOR MORE INFORMATION. 2.WORK POINT IS CENTERLINE OF BEAM AND COLUMN FOR ALL BRACES BRACED FRAME CONNECTION TYPE. SEE SCHEDULE ON (D1/S434)X SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: DUNN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com DIMENSIONS AND ELEVATIONS, AS THEY RELATE TO THE BUILDING IN GENERAL, i.e. GRID TO GRID DIMENSIONS OR DECK BEARING ELEVATIONS, ARE SUPPLIED BY THE ARCHITECT. THEY ARE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. NOTE: THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS DATED 07.25.2012 Th i s d r a w i n g , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v ic e , i s t h e p r o p e r t y o f D U N N A S S O C I A T E S I N C , a n d s h al l n o t b e u s e d , i n w h o l e o r p a r t f o r a n y o t h e r p r o je c t w i t h o u t t h e w r i t t e n p e r m i s s i o n o f a n a u t h o r i z e d r e p r e s e n t a t i v e o f D U N N A S S O C I A T E S I N C . U n a u t h o r i z ed u s e wi l l b e p r o s e c u t e d t o t h e f u l l e s t e x t e n t o f t h e l a w . C o p y r i g h t © 2 0 1 1 b y D U N N A S S O C I A T E S I N C . 100% CONSTRUCTION DOCUMENTSJULY 31, 201201 8/ 2 4 / 2 0 1 2 2 : 0 7 : 2 1 P M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ j o n a t h a n \ D o c u m e n t s \ 1 1 0 0 5 - C e n t r a l - V 1 2 _ j o n a t ha n . r v t TOWER FRAMING ELEVATIONS S432 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S JRS TRM/TAK 11005 100% Construction Documents July 31, 2012 July 31, 2012 100% Construction Documents S432SCALE: 1/4" = 1'-0" A3 WEST - TOWER FRAMING ELEVATION S432SCALE: 1/4" = 1'-0" A1 SOUTH - TOWER FRAMING ELEVATION 1Aug 27, 2012Addendum 1 1 1 08/24/2012 T/ STL 126'-3" Spire 1 138'-3 1/2" 44.8 24.9 2-L5X3 1/2X5/8 LLBB 2-L5X3 1/2X5/8 LLBBHS S 6 X 6 X 3 / 8 W27X84 (35) W24X76 (35) HS S 6 X 6 X 3 / 8 HS S 6 X 6 X 3 / 8 HS S 6 X 6 X 3 / 8 W18X46 (8) S2 S434 C3 TYP OPP S434 C3 TYP S434 B3 TYP B3 S434 TYP S434 B4 TYP C C E D T/ STL 126'-3" Spire 1 138'-3 1/2" EHE.2 2-L5X3 1/2X5/8 L LBB W27X84 (35) W27X114 (35) HS S 6 X 6 X 3 / 8 HS S 6 X 6 X 3 / 8 2-L5X3 1/2X5/8 LLBB HS S 6 X 6 X 3 / 8 HS S 6 X 6 X 3 / 8 SB SA S434 C5 OPP S434 C5 S434 B4 TYP S434 C3 TYP S434 B3 TYP C C C C T/ STL 126'-3" 8 2-L4X3X1/2 LLBB 2-L4X3X1/2 LLBB W. SPIRE ROOF T.O.S. 136'-6" HS S 5 X 5 X 5 / 1 6 HS S 5 X 5 X 5 / 1 6 W18X46 (10,14,8) HS S 5 X 5 X 5 / 1 6 HS S 5 X 5 X 5 / 1 6 W24X62 (30) S434 B4 TYP S434 B3 TYP S434 C3 TYP A B B A T/ STL 126'-3" Spire 1 138'-3 1/2" 42 4.9 2-L 5 X 3 1/2 X 5 / 8 L L B B W27X84 (35) W24X76 (35) W18X46 (8) HS S 6 X 6 X 3 / 8 HS S 6 X 6 X 3 / 8 HS S 6 X 6 X 3 / 8 HS S 6 X 6 X 3 / 8 2-L 5 X 3 1/2 X5/8 L L B B S2 S434 C3 TYP S434 B4 TYP S434 B3 TYP B3 S434 TYP C C E D T/ STL 126'-3" Spire 1 138'-3 1/2" HE.2 2-L5X3 1/2X5/8 LLBB HS S 6 X 6 X 3 / 8 HS S 6 X 6 X 3 / 8 W27X84 (35) W27X114 (40) 2-L 5 X 3 1/2 X 5 / 8 L L B B HS S 6 X 6 X 3 / 8 HS S 6 X 6 X 3 / 8 SBSA S434 C3 TYP S434 B3 TYP S434 B4 TYP C C C C T/ STL 126'-3" G HE.2 W. SPIRE ROOF T.O.S. 136'-6" 2-L4X3X1/2 L L BB 2-L4X3X1/2 LLBB HS S 5 X 5 X 5 / 1 6 HS S 5 X 5 X 5 / 1 6 W18X46 (8,6,6,8) W14X48 (8)W14X48 (8) HS S 5 X 5 X 5 / 1 6 HS S 5 X 5 X 5 / 1 6 S434 C3 TYP S434 B4 TYP B3 S434 TYP B3 S434 TYP 9'- 5 1 5 / 1 6 " A A A A T/ STL 126'-3" 1211.78.7 W. SPIRE ROOF T.O.S. 136'-6" HS S 5 X 5 X 5 / 1 6 2-L4X3X1/2 LL B B 2-L4 X 3 X 1/2 L L B B HS S 5 X 5 X 5 / 1 6 W18X46 (10,14,10) W24X62 (30) HS S 5 X 5 X 5 / 1 6 HS S 5 X 5 X 5 / 1 6 S434 C3 TYP S434 B3 TYP S434 B4 TYP A A BB T/ STL 126'-3" EFGHE.2 W. SPIRE ROOF T.O.S. 136'-6" 2-L 4 X3 X1/2 LLBB 2-L4X3X1/2 LLBBHS S 5 X 5 X 5 / 1 6 HS S 5 X 5 X 5 / 1 6 W18X46 (8,6,6,8) HS S 5 X 5 X 5 / 1 6 HS S 5 X 5 X 5 / 1 6 W24X76 (40) S434 C3 TYP S434 B3 TYP S434 B4 TYP B A B A ELEVATION NOTES 1.ALL MEMBERS SIZED ON THIS SHEET ARE PART OF THE BRACED FRAME. SEE GENERAL STRUCTURAL NOTES AND SPECIFIED DETAILS FOR MORE INFORMATION. 2.WORK POINT IS CENTERLINE OF BEAM AND COLUMN FOR ALL BRACES BRACED FRAME CONNECTION TYPE. SEE SCHEDULE ON (D1/S434)X SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: DUNN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com DIMENSIONS AND ELEVATIONS, AS THEY RELATE TO THE BUILDING IN GENERAL, i.e. GRID TO GRID DIMENSIONS OR DECK BEARING ELEVATIONS, ARE SUPPLIED BY THE ARCHITECT. THEY ARE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. NOTE: THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS DATED 07.25.2012 Th i s d r a w i n g , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v ic e , i s t h e p r o p e r t y o f D U N N A S S O C I A T E S I N C , a n d s h al l n o t b e u s e d , i n w h o l e o r p a r t f o r a n y o t h e r p r o je c t w i t h o u t t h e w r i t t e n p e r m i s s i o n o f a n a u t h o r i z e d r e p r e s e n t a t i v e o f D U N N A S S O C I A T E S I N C . U n a u t h o r i z ed u s e wi l l b e p r o s e c u t e d t o t h e f u l l e s t e x t e n t o f t h e l a w . C o p y r i g h t © 2 0 1 1 b y D U N N A S S O C I A T E S I N C . 100% CONSTRUCTION DOCUMENTSJULY 31, 201201 8/ 2 4 / 2 0 1 2 2 : 0 7 : 2 2 P M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ j o n a t h a n \ D o c u m e n t s \ 1 1 0 0 5 - C e n t r a l - V 1 2 _ j o n a t ha n . r v t BRACED FRAME ELEVATIONS AT ROOF S433 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S JRS TRM/TAK 11005 100% Construction Documents July 31, 2012 July 31, 2012 100% Construction Documents S433SCALE: 1/4" = 1'-0" D1 BRACED FRAME AT GRID H GRID ( 2-4.9 ) S433SCALE: 1/4" = 1'-0" D2 BRACED FRAME AT GRID 2 GRID ( E.2-H ) S433SCALE: 1/4" = 1'-0" A2 BRACED FRAME AT GRID H GRID ( 8.7-11.7) S433SCALE: 1/4" = 1'-0" D3 BRACED FRAME AT GRID E.2 GRID ( 2-4.9 ) S433SCALE: 1/4" = 1'-0" B1 BRACED FRAME AT GRID 4.9, GRID ( E.2-H ) S433SCALE: 1/4" = 1'-0" A1 BRACED FRAME AT GRID 11.7 GRID ( E.2-H ) S433SCALE: 1/4" = 1'-0" B2 BRACED FRAME AT GRID 11 GRID ( 8.7-11.7 ) S433SCALE: 1/4" = 1'-0" B3 BRACED FRAME AT GRID 8.7 GRID ( E.2-H ) 1Aug 27, 2012Addendum 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 08/24/2012 STL PL THICKNESS TO MATCH GUSSETS AT BRACE ENDS 1/4 1/4 1/4 1/4 T YP 1" MINTYP1" MIN WP BRACEBRACE STL CHANNEL BRACE STL CHANNEL BRACE 6" C L R A A SECTION A - A WP STL BM STL CHANNEL BRACE, SEE SCHED FOR CONN STL FRAME COL BM S301 B3 BRACE 1" TYP COL GUSSET, SEE CONN SCHED TY P 1 1 / 2 " PL 3/4"x10"x0'-10" W/ (4) 7/8"Ø A325 BOLTS BM COL BRACE BRACE STL CHANNEL BRACE WP STL FRAME COL STL BM S301 B3 1 " TYP STL CHANNEL BRACE, SEE SCHED FOR CONN GUSSET, SEE CONN SCHED BM BRACECOL STL FRAME COL STL BM ROOF DECK NOT SHOWN FOR CLARITY WEB STIFF PER GSN OR WEB CONN PL PER CONN SCHED, EA SIDE WP 1 " T Y P STL DBL ANGLE BRACE, LLBB, SEE SCHED FOR CONN GUSSET, SEE CONN SCHED STL BM STL DBL ANGLE BRACE, LLBB, SEE SCHED FOR CONN STL FRAME COL COL STL TRANSFER BM WP BM BRACE ROOF DECK NOT SHOWN FOR CLARITY WEB STIFF PER GSN OR FULL DEPTH WEB CONN PL PER SCHED, EA SIDE 1" TYP GUSSET, SEE CONN SCHED BM COL STL FRAME COL STL DBL ANGLE BRACE, LLBB, SEE SCHED FOR CONN STL BM ROOF DECK NOT SHOWN FOR CLARITY WEB STIFF PER GSN OR FULL DEPTH WEB CONN PL PER CONN SCHED, EA SIDE WP (3) SIDES1/4 6"STL BM WEB STIFF, SEE GSN 3/8" WEB CONN PL SIM TO TYP CONN SCHED S301 B3 SIM STL COL B R A C E 1" T Y P GUSSET, SEE CONN SCHED BM BRACE COL STL FRAME COL STL BM STL PL STL BM STL DBL ANGLE BRACE, LLBB, TYP, SEE SCHED FOR CONN 1" TYP GUSSET, SEE CONN SCHED BASE PL 1"x9" x REQD PL 3/4"x12"x REQD 5/8 16 5/8 16 TYP T&B FLNG 2/3 B M D E P T H SHEAR PL W/ (3) 7/8"Ø ERECTION BOLTS, PL THICKNESS = BM WEB THICKNESS + 1/8" TYP BM BRACECOL STL FRAME COL STL DBL ANGLE BRACE, LLBB, TYP, SEE SCHED FOR CONN STL BM ROOF DECK NOT SHOWN FOR CLARITY WEB STIFF PER GSN OR FULL DEPTH WEB CONN PL PER CONN SCHED, EA SIDE BRACE WP 1" TYP GUSSET, SEE CONN SCHED 5/16 STL FRAME COL WEB STIFF PER GSN OR WEB CONN PL PER CONN SCHED EA SIDE STL TRANSFER BEAM ROOF DECK NOT SHOWN FOR CLARITY AT BRACE ENDS GUSSET PL THICKNESS STL DBL ANGLE BRACE LLBB "d " "d"-1/2" X 3" LONG STL PL AT 3'-0"oc MAX W/ (1) 5/8"Ø THRU BOLT COL S301 B3 STL BM FULL DEPTH STIFF STL BM STL BM STL COL STL COL 1 1/2" 1 1/2" 3/4" CAP PL W/ (2) 7/8"Ø BOLTS 1/4 1/4 TYP1/4 TYP1/4 BM COL MIN 2/3 B M DE P T H STL COL WP BRACE L4x3x3/8 EA SIDE W/ (3) 7/8"Ø ERECTION BOLTS CHANNEL OR DBL ANGLE BRACE L MAX 2 GUSSET PL AT CL OF BM A 5/16 WRAP T&B 5/8", TYP 3 SIDES (TYP)5/16 L33 TYP 1 GUSSET WP L3 SHALL BE SIZED SO THE GUSSET WP INTERSECTS THE BRACE CL NOTES: 1.DO NOT WELD RETURNS AT BRACE CONNECTIONS. 2.CONTRACTOR HAS OPTION TO SHIP GUSSET PLATES LOOSE IN ORDER TO FACILITATE ERECTION OF BRACES. 3.ALL WELDS FROM BRACES TO GUSSETS, GUSSETS TO BASE PLATES, GUSSETS TO COLUMNS, AND COLUMNS TO BASE PLATES ARE DEMAND CRITICAL WELDS. 4.ALL GUSSETS PLATES & BRACES WITHIN 9" OF A GUSSET PLATE ARE TO BE PROTECTED ZONES. WELDED, BOLTED, SCREWED OR SHOT-IN ATTACHMENTS FOR PERIMETER. EDGE ANGLE, EXTERIOR FACADES, PARTITIONS, DUCT WORK PIPING OR OTHER CONSTRUCTION SHALL NOT BE PLACED WITHIN THE PROTECTED ZONE. 5.PLACE (2) #7 LONGITUDINAL BARS EITHER SIDE OF BASE PLATE WITH DEVELOPMENT LENGTH BEYOND BASE PLATE IN BOTH DIRECTIONS. BRACED FRAME CONNECTION SCHEDULE MARK BRACE MINIMUM REQUIRED WELD 1 VERT 2 HORIZ 3 L MAX PLATE THICKNESS GUSSET A BM STIFF REQD A 5/16" x14"3/8"x26"3/8"16"5/8"YES B 5/16" x14"3/8"x30"3/8"16"5/8"YES C 3/8"x16"7/16"x25"7/16"18"3/4"YES D 3/8"x16"7/16"x31 7/16"18"3/4"YES E 3/8"x16"7/16"x27"7/16"18"3/4"YES F 5/16"x11"3/8"x20"3/8"13"5/8"YES G 5/16"x11"3/8"x21"3/8"13"5/8"YES H 5/16"x7"5/16"x14"5/16"9"1/2"__ I 5/16"x7"5/16"x18"5/16"9"1/2"__ J 1/4"x5"5/16"x14"5/16"7"3/8"__ K 1/4"x5"5/16"x11"5/16"7"3/8"__ 1/2" PL 1/4 EA SIDE CJP TYP1/4 7 TYP 1/4 HSS6x0.375 STUB COL STL BM PL 3/4"x10"x0'-10" W/ (4) 7/8"Ø A325 BOLTS HSS6x6x3/8 STUB A A TYP1/4 1/4 SECTION A - A TY P 1 1 / 2 " TYP 1/4 CONC OVER MTL ROOF DECK SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: DUNN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com DIMENSIONS AND ELEVATIONS, AS THEY RELATE TO THE BUILDING IN GENERAL, i.e. GRID TO GRID DIMENSIONS OR DECK BEARING ELEVATIONS, ARE SUPPLIED BY THE ARCHITECT. THEY ARE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. NOTE: THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS DATED 07.25.2012 Th i s d r a w i n g , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v ic e , i s t h e p r o p e r t y o f D U N N A S S O C I A T E S I N C , a n d s h al l n o t b e u s e d , i n w h o l e o r p a r t f o r a n y o t h e r p r o je c t w i t h o u t t h e w r i t t e n p e r m i s s i o n o f a n a u t h o r i z e d r e p r e s e n t a t i v e o f D U N N A S S O C I A T E S I N C . U n a u t h o r i z ed u s e wi l l b e p r o s e c u t e d t o t h e f u l l e s t e x t e n t o f t h e l a w . C o p y r i g h t © 2 0 1 1 b y D U N N A S S O C I A T E S I N C . 100% CONSTRUCTION DOCUMENTSJULY 31, 201201 8/ 2 4 / 2 0 1 2 2 : 0 7 : 2 3 P M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ j o n a t h a n \ D o c u m e n t s \ 1 1 0 0 5 - C e n t r a l - V 1 2 _ j o n a t ha n . r v t BRACED FRAME DETAILS S434 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S JRS TRM/TAK 11005 100% Construction Documents July 31, 2012 July 31, 2012 100% Construction Documents NO SCALE:S434 D3 CHANNEL BRACE INTERSECTION DETAIL NO SCALE:S434 C1 DETAIL NO SCALE:S434 C2 DETAIL NO SCALE:S434 C3 DETAIL NO SCALE:S434 C4 COLUMN AT TRANSFER BEAM NO SCALE:S434 C5 DETAIL NO SCALE:S434 B1 DETAIL NO SCALE:S434 B2 DETAIL NO SCALE:S434 B3 DETAIL NO SCALE:S434 D4 TYPICAL DOUBLE ANGLE BRACE CONNECTION DETAIL NO SCALE:S434 B4 DETAIL NO SCALE:S434 D1 BRACE CONNECTION DETAIL NO SCALE:S434 A1 TOWER CONNECTION DETAIL NO SCALE:S434 A2 STONE SUPPORT CONNETION 1Aug 27, 2012Addendum 1 1 1 1 1 1 1 1 1 1 1 1 08/24/2012 Base 100'-0" Main Floor 100'-0" T/ STL 126'-3" FG T/O Ext_Footing 97'-0" H E.2 Roof 125'-5 1/2" HSS12X8X1/4 HS S 8 X 8 X 3 / 8 HS S 8 X 8 X 3 / 8 SB SA S602 C3 TYP C4 S602 TYP STL POST BY OTHERS B2 S701 S502 C1 S502 C1 (LSV) Base 100'-0" Main Floor 100'-0" T/ STL 126'-3" 344.8 T/O Ext_Footing 97'-0" 4.9 Roof 125'-5 1/2" HS S 8 X 8 X 1 / 4 HS S 8 X 8 X 1 / 4 HSS8X8X1/4 S602 C2 TYP S602 C2 TYPOPP B2 S701 A1 S502SIM A1 S502 Base 100'-0" Main Floor 100'-0" T/ STL 126'-3" 7 Basement 88'-0" T/O Basement Ftg 88'-0" Roof 125'-5 1/2" HSS12X8X1/4 HS S 8 X 8 X 1 / 4 HS S 8 X 8 X 1 / 4 STL POST BY OTHERS S602 C3 TYP C4 S602 TYP C1 S512 B2 S701 OPP (LSV) Base 100'-0" Main Floor 100'-0" T/ STL 126'-3" F G T/O Ext_Footing 97'-0" HE.2 Roof 125'-5 1/2" HSS12X8X1/4 HS S 8 X 8 X 1 / 4 HS S 8 X 8 X 1 / 4 STL POST BY OTHERS S602 C3 TYP C4 S602 TYP B2 S701 A2 S502 (LSV) Base 100'-0" Main Floor 100'-0" T/ STL 126'-3" T/O Ext_Footing 97'-0" Roof 125'-5 1/2" HSS16X8X3/8 HS S 8 X 8 X 3 / 8 HS S 8 X 8 X 3 / 8 STL POST BY OTHERS S602 C3 TYP A2 S502 B2 S701 C4 S602 TYP (LSV) SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: DUNN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com DIMENSIONS AND ELEVATIONS, AS THEY RELATE TO THE BUILDING IN GENERAL, i.e. GRID TO GRID DIMENSIONS OR DECK BEARING ELEVATIONS, ARE SUPPLIED BY THE ARCHITECT. THEY ARE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. NOTE: THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS DATED 07.25.2012 Th i s d r a w i n g , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v ic e , i s t h e p r o p e r t y o f D U N N A S S O C I A T E S I N C , a n d s h al l n o t b e u s e d , i n w h o l e o r p a r t f o r a n y o t h e r p r o je c t w i t h o u t t h e w r i t t e n p e r m i s s i o n o f a n a u t h o r i z e d r e p r e s e n t a t i v e o f D U N N A S S O C I A T E S I N C . U n a u t h o r i z ed u s e wi l l b e p r o s e c u t e d t o t h e f u l l e s t e x t e n t o f t h e l a w . C o p y r i g h t © 2 0 1 1 b y D U N N A S S O C I A T E S I N C . 100% CONSTRUCTION DOCUMENTSJULY 31, 201201 8/ 2 4 / 2 0 1 2 2 : 0 7 : 2 4 P M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ j o n a t h a n \ D o c u m e n t s \ 1 1 0 0 5 - C e n t r a l - V 1 2 _ j o n a t ha n . r v t GIRT ELEVATIONS S441 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S JRS TRM/TAK 11005 100% Construction Documents July 31, 2012 July 31, 2012 100% Construction Documents S441SCALE: 1/4" = 1'-0" C1 EAST MAIN ENTRANCE GIRT AT GRID 1 (GRIDS F-G) S441SCALE: 1/4" = 1'-0" C3 BAPTISMAL ENTRY GIRT AT GRID N (GRIDS 4-4.8) S441SCALE: 1/4" = 1'-0" C4 SOUTH PORTICO GIRT AT GRID N (GRIDS 6-7) S441SCALE: 1/4" = 1'-0" A1 WEST PORTICO GIRT AT GRID 13 (GRIDS F-G) S441SCALE: 1/4" = 1'-0" A3 NORTH PORTICO GIRT AT GRID A (GRIDS 6-7) 1Aug 27, 2012Addendum 1 1 1 1 1 1 1 08/24/2012 b + d MIN IF R E Q U I R E D d ( V A R I E S ) 'b' CONC FTG STRUCT FILL SEE GSN 2 1 BOTT OF TRENCH TO BE ABV THIS LINE BACKFILLED TRENCH CONC FTG CONC WALL 6" PIPE CONC FND WALL / CONC COL CONC FTG 2'- 6 " M I N RE Q D F R O S T D E P T H EXT FINAL GRADE INT FINISH FLR STRUCTURE ABV FINISHED FLR NOTE: CONTRACTOR SHALL VERIFY AND COMPARE ALL FINAL EXT GRADE ELS W/ TOP OF FTG ELS NOTED TO INSURE MIN REQD FROST DEPTH IS PROVIDED TYP AT EXT FND IF THIS DIM EXCEEDS 1'-6", DO NOT THICKEN FTG PIPE BELOW FOOTING 1/2" CLEAR 12" MIN 12" MIN 6" M I N PIPE THROUGH FOOTING 1/2" CLEAR 6" M I N THICKEN FTG THICKENED FTG LAP PROVIDE ADDITIONAL REINF AS SHOWN TO MATCH BAR THAT IS CUT PROVIDE SLEEVE FOR ALL PIPES PASSING THRU WALS AND FTGS . 12" MIN 12" MIN CONC FTG PROVIDE SLEEVE FOR ALL PIPES PASSING THRU WALS AND FTGS DOWELS TO MATCH VERT WALL REINF 'Z' BARS TO MATCH CONT FTG REINF 2x4 BEVELED KEYWAY, CONT CONC FND WALL 4'-0" MAX H 1.5 H MIN W CONC FTG PROVIDE TRANSVERSE REINF IN VERT WALL TO MATCH FTG TRANSVERSE REINF 1 3 (MIN) EDGE EA SIDE OF JOINT W/ 1/8" RADIUS CONC SOG CONC SOG CONSTRUCTION JOINT 1 3 (MIN) EDGE W/ 1/8" RADIUS CONC SOG CONC SOG CONTROL JOINT SAWCUT WITHIN FIRST 12 HOURS OF POUR CONT KEYWAY 1/4 " S L A B TH I C K N E S S " T " 6" MIN 't' 't' 0.25t 6" MINt/2 t/ 4 PERFORMED "T" QUICK JOINT OR SAWCUT WITHIN 24 HOURS OF POUR, USE TOOLED JOINTS AT EXT SLABS UNREINF SLAB ON GRADE CONTROL JOINT UNREINF SLAB ON GRADE CONSTRUCTION JOINT KEYED COLD JOINT OR MTL KEY REINF SLAB ON GRADE CONSTRUCTION JOINT REINF SLAB ON GRADE CONTROL JOINT REINF SLAB ON GRADE CONSTRUCTION JOINT ALTERNATE EDGE EA SIDE W/ 1/8" RADIUS EDGE EA SIDE W/ 1/8" RADIUS JOINT DOWEL; 5/8"Ø x 18" SPEED DOWEL AT 18"oc OR 4 1/2"x4 1/2" DIAMOND DOWEL AT 24"oc OR APPROVED EQ BARS CONT THRU CJ DISCONTINUE BARS AT COLD CJ BARS CONT THRU CJ PERFORMED "T" QUICK JOINT OR SAWCUT W/IN 24 HOURS OF POUR, USE TOOLED JOINTS AT EXT SLABS INSTALL BACKER ROD IMMEDIATELY AFTER SAWCUTTING JOINTS t t 1/4 S L A B TH I C K N E S S ( t ) 1 1 / 2 " CLE A R 1/4 S L A B TH I C K N E S S ( t ) 1 1 / 2 " CLE A R 1 1 / 2 " CL E A R (2) #4 x 4'-0" BARS AT EA CORNER OF RECESSED OR DEPRESSED SLABS WHERE CONTROL OR CONSTRUCTION JOINTS DO NOT EXTEND BYND CORNER (2) #4 x 4'-0" BARS WHERE CONTROL OR CONSTRUCTION JOINTS DO NOT EXTEND FROM CORNERS OF FLR SLAB BLOCK OUTS AT BLDG COL (2) #4 x 4'-0" BARS WHERE CONTROL OR CONSTRUCTION JOINTS INTERSECT BUT DO NOT CONT BYND RECESSED OR DEPRESSED SLAB CJ CJ PLAN VIEW PLAN VIEW PLAN VIEW SECTION A-A USE STD HOOKS WHERE FULL BAR LAP SPLICE LENGTH IS NOT POSSIBLE BEYOND EDGE OF OPNG DOWEL SAME SIZE AS TRIM BAR(S) FLR LINE WHERE DISTANCE IS LESS THAN 2'-0" START TRIM BARS AT FLR LINE TRIM BARS TRIM BAR(S): FOR 6" WALLS: (1) #6 FOR 8" TO 12" WALLS (2) #6 BARS TO EXTEND PAST EDGE OF OPNG A MIN OF LAP LENGTH, SEE SCHED USE DOWELS - SAME AS TRIM BARS - WHERE JAMBS DO NOT ALIGN VERTLY AND WHERE THERE ARE NO OPNGS BLW, PROVIDE STD HOOK WHERE FULL LAP IS NOT POSSIBLE WHERE JAMBS ALIGN VERTLY USE SPLICE AS PER GSN WHERE THIS DIM IS LESS THAN 2'-0" USE #3 TIES AT 8"oc STD WALL REINF 24"Ø MAX (4) #6 x 6'-0" ADDITIONAL DIAGONAL BARS, EA FACE (ENDS MAY BE TRIMMED AT FLRS, ROOFS AND CORNERS) A A A A 36" MAX, TYP ADDITIONAL VERT BARS AT CORNER TYP CORNER BARS TO MATCH WALL HORIZ BARS CONC WALL CORNER BARS TO MATCH WALL HORIZ BARS CONC WALL ADDITIONAL VERT BARS AT INTERSECTION TYP LAP LENGTH, TYP LA P L E N G T H , T Y P ADDITIONAL VERT BARS AT CORNER TYP (2) PLACES CORNER BARS TO MATCH WALL HORIZ BARS CONC WALL CORNER BARS TO MATCH WALL HORIZ BARS CONC WALL BENT NORMAL WALL REINF OR PROVIDE BAR OF SAME SIZE AND SPACING W/ LAP AS PER GSN ADDITIONAL VERT BARS AT INTERSECTION TYP (2) PLACES LAP LENGTH, TYP LA P L E N G T H , T Y P CONC BLOCKOUT (3) SETS OF TIES AT 3"oc AROUND AB CONC PIER CONC FTG CONC SOG STL BASE PL ON 1 1/2" NON-SHRINK GROUT 1/4 STL HSS OR WF COL CONC BLOCKOUT STL BASE PL ON 1 1/2" NON-SHRINK GROUTCONC SOG CONC FTG CJ CJ CONC BLOCKOUT 1/4 AB'S 3" M I N CO V E R STL HSS OR WF COL CONC SOG CONT HORIZ WALL REINF THRU COL CONC FTG CONC FND WALL, BLOCK OUT UP TO 5" FOR BASE PL INSTALLATION STL STUD WALL AND ATTACHMENT TO FND WALL BY OTHERS, PROVIDE 8" MIN AND 16ga MIN STUDS EXT GRADE STONE BASE, SEE ARCH DWGS EXT SHEATHING, SEE ARCH DWGS STONE CLADDING, SEE ARCH DWGS SHELF FOR STONE BASE, COORD W/ ARCH ADDITIONAL TYP HORIZ REINF #4 VERT AT SHELF TO MATCH TYP VERT SPACING STL COL CONC COL (3) SETS OF TIES AT 3" oc AROUND AB's AT T/COL CONC BLOCK OUT 9" GRID SEE (D1/S502) FOR INFO NOT SHOWN STL BASE PL ON 1 1/2" NON-SHRINK GROUT TYP WALL REINF SEE ARCH FOR OPENING CONFIGURATION CONC SOG EXT SLAB T&B CONT REINF CONC FTG CONC WALL 1 3 (MIN) WALL BYND24"18" #4 AT 16"oc 2x4 BEVELED KEYWAY, CONT 2x4 BEVELED KEYWAY, CONT 8" T Y P #4 x CONT AT OPENING 3 8"1'-0" 8" CONC SOG TYP HORIZ REINF VERT FND WALL REINF DOWELED TO FTG CONC FTG HOOK OUTER VERTS AT SHELF AS SHOWN EXT GRADE STONE BASE, SEE ARCH DWGS STONE CLADDING, SEE ARCH DWGS SHELF FOR STONE BASE, COORD W/ ARCH ADDITIONAL TYP HORIZ REINF #4 VERT AT SHELF TO MATCH TYP VERT SPACING VERT WALL REINF DOWELED TO FTG BLW 2x4 BEVELED KEYWAY, CONT MTL STUD WALL AND SHEATHING, SEE ARCH DWG CW-09 CONC WALL SEE ARCH DWG FOR T/WALL 3" VERIFY W/ ARCH DWG SEE (D2/S502) FOR INFO NOT SHOWNDEVELOP HORIZ WALL REINF INTO SHEARWALLS EA END SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: DUNN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com DIMENSIONS AND ELEVATIONS, AS THEY RELATE TO THE BUILDING IN GENERAL, i.e. GRID TO GRID DIMENSIONS OR DECK BEARING ELEVATIONS, ARE SUPPLIED BY THE ARCHITECT. THEY ARE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. NOTE: THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS DATED 07.25.2012 Th i s d r a w i n g , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v ic e , i s t h e p r o p e r t y o f D U N N A S S O C I A T E S I N C , a n d s h al l n o t b e u s e d , i n w h o l e o r p a r t f o r a n y o t h e r p r o je c t w i t h o u t t h e w r i t t e n p e r m i s s i o n o f a n a u t h o r i z e d r e p r e s e n t a t i v e o f D U N N A S S O C I A T E S I N C . U n a u t h o r i z ed u s e wi l l b e p r o s e c u t e d t o t h e f u l l e s t e x t e n t o f t h e l a w . C o p y r i g h t © 2 0 1 1 b y D U N N A S S O C I A T E S I N C . 100% CONSTRUCTION DOCUMENTSJULY 31, 201201 9/ 1 0 / 2 0 1 2 9 : 3 6 : 0 6 A M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ b r e t t \ D o c u m e n t s \ 1 1 0 0 5 - C e n t r a l - V 1 2 _ B r e t t . r v t FOOTING AND FOUNDATION DETAILS S501 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S JRS TRM/TAK 11005 100% Construction Documents July 31, 2012 July 31, 2012 100% Construction Documents NO SCALE:S501 D1 TYPICAL COMPACTED STRUCTURAL FILL NO SCALE:S501 D2 TYPICAL PIPE PARALLEL TO FOOTING NO SCALE:S501 D3 TYPICAL FOOTING DEPTH DETAIL FOR FROST PROTECTION NO SCALE:S501 D4 TYPICAL PIPE PERPENDICULAR TO FOOTING NO SCALE:S501 D5 TYPICAL FOOTING STEP AT CONCRETE FOUNDATION WALL NO SCALE:S501 C1 TYPICAL SLAB DEPRESSION NO SCALE:S501 C2 TYPICAL SLAB ON GRADE JOINT NO SCALE:S501 C4 TYPICAL LOCATIONS REQUIRING ADDITIONAL SLAB REINFORCING STEEL NO SCALE:S501 B1 TYPICAL TRIM BARS AROUND MISCELLANEOUS CONCRETE WALL OPENINGS UNLESS NOTED OTHERWISE NO SCALE:S501 C5 TYPICAL CORNER WALL REINFORCING FOR SINGLE REINFORCED CONCRETE WALLS (PLAN VIEW) NO SCALE:S501 B4 TYPICAL CORNER WALL REINFORCING FOR DOUBLE REINFORCED CONCRETE WALLS (PLAN VIEW) NO SCALE:S501 B5 TYPICAL STEEL COLUMN TO CONCRETE PIER NO SCALE:S501 A1 TYPICAL STEEL COLUMN TO CONCRETE FOOTING NO SCALE:S501 A2 STEEL COLUMN AT PERIMETER FOUNDATION NO SCALE:S501 A3 TYPICAL FOUNDATION WALL OPENING DETAIL NO SCALE:S501 A4 TYPICAL WINDOW OPENING DETAIL AT CONCRETE SHEARWALL 3Sept 10, 2012Addendum 3 09/10/2012 8"1'-0" 8" CONC SOG TYP HORIZ REINF VERT FND WALL REINF DOWELED TO FTG CONC FTG HOOK OUTER VERTS AT SHELF AS SHOWN CONC FND WALL STL STUD WALL AND ATTACHMENT TO FND WALL BY OTHERS, PROVIDE 8" MIN AND 16ga MIN STUDS EXT GRADE STONE BASE, SEE ARCH DWGS EXT SHEATHING, SEE ARCH DWGS STONE CLADDING, SEE ARCH DWGS SHELF FOR STONE BASE, COORD W/ ARCH ADDITIONAL TYP HORIZ REINF #4 VERT AT SHELF TO MATCH TYP VERT SPACING 8"1'-0" 8" CONC SOG TYP HORIZ REINF VERT FND WALL REINF DOWELED TO FTG SHEARWALL REINF DOWELS TO MATCH SHEAR WALL REINF ABV CONSTRUCTION JOINT W/ 2"x4" BEVELED KEYWAY, CONT CONC FTG HOOK OUTER VERTS AT SHELF AS SHOWN EXT GRADE STONE BASE, SEE ARCH DWGS STONE CLADDING, SEE ARCH DWGS SHELF FOR STONE BASE, COORD W/ ARCH ADDITIONAL TYP HORIZ REINF #4 VERT AT SHELF TO MATCH TYP VERT SPACING SEE PLAN AND ARCH DWGS CONC SOG #4 AT 18"oc, EW 1 1 THICKENED SLAB TYP SOG REINF VERT STL GIRT TYP SOG REINF THICKENED SLAB CONC SOG #4 AT 18"oc, EW STL EMBED PL 1/2"x10"x10" W/ (4) 3/4"Øx8" HSA's AT 7"ga 1/4 AND ARCH DWGS SEE PLAN STL STUD WALL AND ATTACHMENT TO FND WALL BY OTHERS, PROVIDE 8" 16ga STUDS MIN EXT SHEATHING, SEE ARCH DWGS ADDITIONAL TYP HORIZ REINF TYP HORIZ REINF HOOK OUTER VERTS AT SHELF AS SHOWN EXT GRADE STONE BASE, SEE ARCH DWGS STONE CLADDING, SEE ARCH DWGS SHELF FOR STONE BASE, COORD W/ ARCH #4 VERT AT SHELF TO MATCH TYP VERT SPACING SEE (D1/S502) FOR INFO NOT SHOWN TYP WALL REINFTYP WALL REINFCONC FND WALL 1'-0" 8" STL COL 8" CONC FND WALL CONC FTG 1/4 CONC SOG 9" STL BASE PL ON 1 1/2" NON-SHRINK GROUT LINE OF CONC FTG 6" EXTEND FTG REINF EXTEND CONT FTG AS SHOWN BLW WALL 3 3 STL STUD WALL AND ATTACHMENT TO FND WALL BY OTHERS, PROVIDE 8" MIN AND 16ga MIN STUDS EXT SHEATHING, SEE ARCH DWGS STONE CLADDING, SEE ARCH DWGS CONC SOG SEE (D1/S502) FOR INFO NOT SHOWN T/ FLR ELEV SEE ARCH STONE COL, SUPPORT POST AND ATTACHMENT TO CONC BY STONE SUPPLIER #4 AT 16" oc w/ STANDARD HOOK AT EA END CONC PODIUM SEE ARCH DWG FOR SIZE AND SLOPE #4 HORIZ AT 12" oc, TYP ADDITIONAL TYP HORIZ REINF TYP HORIZ REINF #4 VERT DOWELS AT 16" oc HOOK OUTER VERTS AT SHELF AS SHOWN EXT GRADE STONE BASE, SEE ARCH DWGS SHELF FOR STONE BASE, COORD W/ ARCH #4 BARS w/ FULL DEVELOPMENT LENGTH IN WALL AND SLAB AT 16" oc TYP WALL REINFTYP WALL REINF CONC FND WALL CONC FND WALL CONC FTG EXTEND FTG REINFEXTEND FTG REINF TYP 6" MIN 8" 8" 3 STL STUD WALL AND ATTACHMENT TO FND WALL BY OTHERS, PROVIDE 8" 16ga STUDS MIN EXT SHEATHING, SEE ARCH DWGS ADDITIONAL TYP HORIZ REINF TYP HORIZ REINF #4 VERT DOWELS AT 16" oc HOOK OUTER VERTS AT SHELF AS SHOWN EXT GRADE STONE BASE, SEE ARCH DWGS STONE CLADDING, SEE ARCH DWGS SHELF FOR STONE BASE, COORD W/ ARCH SEE (D1/S502) FOR INFO NOT SHOWN #4 BARS w/ FULL DEVELOPMENT LENGTH IN WALL AND SLAB AT 16" oc TYP WALL REINFTYP WALL REINFCONC FND WALL MIN 8" 1'-0" 8" STL COL 8" #4 AT 16" oc w/ STANDARD HOOK AT EA END CONC PODIUM SEE ARCH DWG FOR SIZE AND SLOPE #4 HORIZ AT 12" oc, TYP CONC FND WALL CONC FTG 1/4 CONC SOG STL BASE PL ON 1 1/2" NON-SHRINK GROUT 9" 3 (3) SETS OF TIES AT 3"oc AROUND AB AT T/COL CONC COL CONC FTG STONE COL SUPPORT POST AND ATTACHMENT TO CONC BY STONE SUPPLIER EXT SLAB, SEE ARCH DWGS CONC SOG CONT HORIZ WALL REINF THRU COL CONC FTG EXT GRADE STONE BASE, SEE ARCH DWGS STONE CLADDING, SEE ARCH DWGS SHELF FOR STONE BASE, COORD W/ ARCH ADDITIONAL TYP HORIZ REINF #4 VERT AT SHELF TO MATCH TYP VERT SPACING STL COL CONC COL (3) SETS OF TIES AT 3" oc AROUND AB's AT T/COL CONC BLOCK OUT 9" SEE (D1/S502) FOR INFO NOT SHOWN STL BASE PL ON 1 1/2" NON-SHRINK GROUT 1'- 0 " BLOCKOUT UP TO 8" OF FND WALL FOR BASE PL INSTALLATION VERT FND WALL REINF DOWELED TO FTG 9" CONC FTG EXT GRADE STONE BASE, SEE ARCH DWGS ADDITIONAL TYP HORIZ REINF STL BASE PL ON 1 1/2" NON-SHRINK GROUT STL COL #4 VERT AT SHELF TO MATCH TYP VERT SPACING CONC FND WALL VERT FND WALL REINF DOWELED TO FTG EXT SOG, SEE ARCH DWGS STONE CLADDING, SEE ARCH DWGS SEE (D1/S502) FOR INFO NOT SHOWN CONC SOG TYP HORIZ REINF VERT FND WALL REINF DOWELED TO FTG CONC FTG CONC FND WALL EXT SOG OR GRADE VERT STL GIRT STL EMBED PL 1/2"x10"x10" W/ (4) 3/4"Øx8" HSA's AT 5"ga 1/4 STONE CLADDING AND STL STUDS NOT SHOWN FOR CLARITY 4" SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: DUNN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com DIMENSIONS AND ELEVATIONS, AS THEY RELATE TO THE BUILDING IN GENERAL, i.e. GRID TO GRID DIMENSIONS OR DECK BEARING ELEVATIONS, ARE SUPPLIED BY THE ARCHITECT. THEY ARE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. NOTE: THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS DATED 07.25.2012 Th i s d r a w i n g , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v ic e , i s t h e p r o p e r t y o f D U N N A S S O C I A T E S I N C , a n d s h al l n o t b e u s e d , i n w h o l e o r p a r t f o r a n y o t h e r p r o je c t w i t h o u t t h e w r i t t e n p e r m i s s i o n o f a n a u t h o r i z e d r e p r e s e n t a t i v e o f D U N N A S S O C I A T E S I N C . U n a u t h o r i z ed u s e wi l l b e p r o s e c u t e d t o t h e f u l l e s t e x t e n t o f t h e l a w . C o p y r i g h t © 2 0 1 1 b y D U N N A S S O C I A T E S I N C . 100% CONSTRUCTION DOCUMENTSJULY 31, 201201 9/ 1 0 / 2 0 1 2 9 : 3 6 : 0 8 A M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ b r e t t \ D o c u m e n t s \ 1 1 0 0 5 - C e n t r a l - V 1 2 _ B r e t t . r v t FOOTING AND FOUNDATION DETAILS S502 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S JRS TRM/TAK 11005 100% Construction Documents July 31, 2012 July 31, 2012 100% Construction Documents NO SCALE:S502 D1 TYPICAL FOUNDATION WALL NO SCALE:S502 D2 TYPICAL FOUNDATION WALL AT SHEARWALL NO SCALE:S502 D3 THICKENED CONC SLAB ON GRADE NO SCALE:S502 D4 STEEL GIRT AT THICKENED CONCRETE SLAB ON GRADE NO SCALE:S502 A1 STEEL COLUMN AT BAPTISM ENTRY NO SCALE:S502 A2 SUSPENDED CONCRETE SLAB AT EXTERIOR FOUNDATION WALL NO SCALE:S502 A3 STEEL COLUMN AT EXTERIOR FOUNDATION NO SCALE:S502 C1 EXTERIOR POST SUPPORT DETAIL NO SCALE:S502 C2 STEEL COLUMN AT PERIMETER FOUNDATION NO SCALE:S502 C3 STEEL COLUMN AT PERIMETER FOUNDATION 3Sept 10, 2012Addendum 3 NO SCALE:S502 C4 STEEL GIRT AT EDGE OF FOUNDATION WALL 09/10/2012 2 1 8" STEM WALL #4 EPOXY BAR x CONT, T&B TYP TYP SLAB REINF THICKEN CONC SLAB AT TUNNEL CONC SLAB ON GRAVEL 2x4 BEVELED KEYWAY, CONT, TYP #4 EPOXY BAR DOWELS AT 16"oc MAT FTG t 2t SUSPENDED CONC SLAB STL COL 9" NWC TOPPING SLAB, SEE ARCH DWGS FOR THICKNESS STL BASE PL ON 1 1/2" NON- SHRINK GROUTDOWEL VERT COL REINF INTO BM w/ STANDARD HOOKS (3) SET OF TIES AT 3"oc AROUND AB's AT T/COL CONC COL TYP SLAB REINF, SEE PLAN T/FLR ELEV VERIFY w/ ARCH 1/4 SoSHEAR STUDS WHERE OCCUR, SEE PLAN 3/8"x2" STUDRAIL STRIP CONC COVER TO STUDRAILS SHALL BE THE SAME AS NOTED FOR REINF NOTE: 1. STUDRAIL HEIGHT IS DETERMINED BY THE THICKNESS OF THE SLAB. HEIGHT MAY NEED TO BE ADJUSTED WHERE SLABS STEP OR SLOPE. 2. STUDRAILS AT COLUMN CORNERS SHALL BE ALIGNED WITH THE FACE OF COLUMN. INTERMEDIATE STUDRAILS SHALL BE EQUALLY SPACED. 3. STUDRAIL SHEAR REINFORCEMENT SHOWN IN THIS DETAIL SHALL BE STUDRAILS AS MANUFACTURED BY "DECON". MEDFORD, NJ. OR APPROVED EQUAL. 4. SPACING AT EACH END, So, SHALL BE 3.75", SEE PLAN FOR STUD SPACING3 SUSPENDED CONC SLAB 3 1 / 2 " 3 1/2" NWC TOPPING SLAB CONC BM, SEE PLAN AND SCHED TYP SLAB REINF, SEE PLAN T/FLR ELEV VERIFY w/ ARCH NOT USED SUSPENDED CONC SLAB 3 1 / 2 " 3 1/2" NWC TOPPING SLAB CONC BM, SEE PLAN AND SCHED TYP SLAB REINF, SEE PLAN T/FLR ELEV VERIFY w/ ARCH STL POST STL EMBED PL 1/2" x 10" x 0'-10" w/ (4) 3/4"Ø x 8" HSA AT 7"ga 1/4 NOT USED NWC TOPPING SLAB, SEE ARCH DWGS FOR THICKNESS SUSPENDED CONC SLAB TYP SLAB REINF, SEE PLAN T/ FLR ELEV VERIFY w/ ARCH VERT STL GIRT STL EMBED PL 1/2" x 10" x 0'-10" w/ (4) 3/4"Ø x 8" HSA AT 7"ga 1/43 SUSPENDED CONC SLAB STL COL 9" NWC TOPPING SLAB, SEE ARCH DWGS FOR THICKNESS STL BASE PL ON 1 1/2" NON- SHRINK GROUT (3) SET OF TIES AT 3"oc AROUND AB's AT T/COL CONC COL TYP SLAB REINF, SEE PLAN T/FLR ELEV VERIFY w/ ARCH 1/4 DOWEL VERT COL REINF INTO SLAB w/ STANDARD HOOKS 3 CONC COL SUSPENDED CONC SLAB DOWELS TO MATCH VERT COL REINF W/ STANDARD HOOKS AS SHOWN SPLICE TOP BARS ONLY AT MID-SPAN AND BOTT BARS ONLY OVER SUPPORTS T/FLR ELEV VERIFY w/ ARCH NWC TOPPING SLAB, SEE ARCH DWGS FOR THICKNESS TYP SLAB REINF, SEE PLAN 3 SUSPENDED CONC SLAB 3"DEVELOP TOP BARS INTO WALL W/ DOWELS TO MATCH 2x4 BEVELED KEYWAY, CONT CONC WALLDO NOT BACK FILL WALL UNLESS SUSPENDED CONC SLAB OR SHORING IS IN PLACE CONC SOG #4 x 5'-6" AT 16"oc, CENTER ON JOINT 1 2 2'-0" NWC TOPPING SLAB, SEE ARCH DWGS FOR THICKNESS T/FLR ELEV VERIFY w/ #4 BARS W/ FULL DEVELOPMENT LENGTH IN WALL AND SLAB AT 16"oc 3 3 ARCH 3 3 RADIUSED CONC WALL 2x4 BEVELED KEYWAY, CONT SUSPENDED CONC SLAB DEVELOP T&B SLAB REINF INTO CONC BM W/ STANDARD HOOKS AS SHOWN #5 DOWELS TO MATCH SPACING OF VERT WALL REINF. PROVIDE LAP W/ WALL REINF AND STANDARD HOOK IN SLAB SPLICE TOP BARS ONLY AT MID-SPAN AND BOTT BARS ONLY OVER SUPPORTS NWC TOPPING SLAB, SEE ARCH DWGS FOR THICKNESS #7 x CONT RADIUSED BAR, T&B AT SLAB EDGE 2'-6" L 6x4x5/16(LLV) x0'-6" LONG AT 2'-0"oc W/ (2) 3/4"Øx8" HSA's AT 4"ga AND (1) 1/2"Øx30" DBA AT CENTER OF VERT LEG T/FLR ELEV VERIFY w/ ARCH 3 LAP CONTROL/ CONST JOINT CONTROL/ CONST JOINT GALVANIZED 1 1/4x3/16 19W4 STL GRATING SEE PLAN 1 1/2" 1 1 / 2 " 6" 18 " M I N 12 " M A X VA R I E S 1 1 1/4" PL x HEIGHT OF PL TO MATCH GRATING DEPTH, TYP L2 1/2"x2"x1/4" (LLV) W/ 1/2"Ø x 5" WELDED STUD ANCHORS AT 1'-6"oc MAX MAT FTG 2x4 BEVELED KEYWAY, CONT, TYP 1 1/2" CLR TYP #5 EPOXY BARS AT 12" oc EW, EA FACE 8" CONC SLAB CONC WALL T/MAT FTG = 88'-0" T/SLAB = 89'-9" T/SLAB = 90'-6" #5 EPOXY BARS AT 12" oc , EW,TYP TOPPING SLAB OVER SUSPENDED CONC SLAB S511 C4 S512 D2 #4 EPOXY BARS AT 16"oc EW, TOP AND BOTT, TYP #5 EPOXY BARS AT 12"oc, EW TOP AND BOTT AS SHOWN CONC WALL DOWEL TO MATCH HORIZ REINF IN STAIR CONC WALL CONC MAT FTG CONC SOG PER PLAN 2x4 BEVELED KEYWAY, CONT, TYP 2x4 BEVELED KEYWAY, CONT, TYP LAP LAP S512 D2 SIM 3 SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: DUNN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com DIMENSIONS AND ELEVATIONS, AS THEY RELATE TO THE BUILDING IN GENERAL, i.e. GRID TO GRID DIMENSIONS OR DECK BEARING ELEVATIONS, ARE SUPPLIED BY THE ARCHITECT. THEY ARE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. NOTE: THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS DATED 07.25.2012 Th i s d r a w i n g , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v ic e , i s t h e p r o p e r t y o f D U N N A S S O C I A T E S I N C , a n d s h al l n o t b e u s e d , i n w h o l e o r p a r t f o r a n y o t h e r p r o je c t w i t h o u t t h e w r i t t e n p e r m i s s i o n o f a n a u t h o r i z e d r e p r e s e n t a t i v e o f D U N N A S S O C I A T E S I N C . U n a u t h o r i z ed u s e wi l l b e p r o s e c u t e d t o t h e f u l l e s t e x t e n t o f t h e l a w . C o p y r i g h t © 2 0 1 1 b y D U N N A S S O C I A T E S I N C . 100% CONSTRUCTION DOCUMENTSJULY 31, 201201 9/ 1 0 / 2 0 1 2 9 : 3 6 : 0 9 A M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ b r e t t \ D o c u m e n t s \ 1 1 0 0 5 - C e n t r a l - V 1 2 _ B r e t t . r v t MAT FND AND SUSPENDED SLAB DETAILS S511 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S JRS TRM/TAK 11005 100% Construction Documents July 31, 2012 July 31, 2012 100% Construction Documents NO SCALE:S511 D1 MECHANICAL TUNNEL AT BAPTISTRY SLAB NO SCALE:S511 D2 STEEL COLUMN DETAIL AT SUSPENDED SLAB NO SCALE:S511 D3 SUSPENDED SLAB STEP DETAIL NO SCALE:S511 D4 STEEL POST CONNECTION DETAIL TO CONCRETE BEAM NO SCALE:S511 D5 STEEL GIRT CONNECTION DETAIL TO CONCRETE SLAB NO SCALE:S511 C1 STEEL COLUMN DETAIL AT SUSPENDED SLAB NO SCALE:S511 C2 SUSPENDED CONCRETE SLAB AT CONRETE COLUMN NO SCALE:S511 C5 SUSPENDED CONCRETE SLAB AT CONRETE WALL NO SCALE:S511 C4 SUSPENDED CONCRETE SLAB AT INTERIOR CONCRETE WALL NO SCALE:S511 C3 TYPICAL TRENCH DRAIN S511SCALE: 3/4" = 1'-0" A1 BAPTISMAL FONT SECTION 3Sept 10, 2012Addendum 3 09/10/2012 CONC COL CONC MAT FTG DOWELS TO MATCH VERT COL REINF W/ STANDARD HOOKS AS SHOWN NOTE: 1. STUDRAIL HEIGHT IS DETERMINED BY THE THICKNESS OF THE SLAB. HEIGHT MAY NEED TO BE ADJUSTED WHERE SLABS STEP OR SLOPE. 2. STUDRAILS AT COLUMN CORNERS SHALL BE ALIGNED WITH THE FACE OF COLUMN. 3. STUDRAIL SHEAR REINFORCEMENT SHOWN IN THIS DETAIL SHALL BE STUDRAILS AS MANUFACTURED BY "DECON". MEDFORD, NJ. OR APPROVED EQUAL. 4. SPACING AT EACH END,S , SHALL BE 3", SEE PLAN FOR STUD SPACING BE CO N C BE THE SAME AS NOTED FOR REINF CO N C C O V E R T O S T U D R A I L S S H A L L SHEAR STUDS WHERE OCCURS, SEE PLAN ° S° 3/8"x2" STUD RAIL STRIP CONC MAT FTG CONC SOG RADIUSED CONC WALL ARCH DWGS SE E P L A N S A N D DOWEL TO MATCH WALL REINF 2x4 BEVELED KEYWAY, CONT CONC MAT FTG DOWELS TO MATCH VERT WALL REINF W/ STANDARD HOOKS AS SHOWN CONC WALL 2x4 BEVELED KEYWAY, CONT DO NOT BACK FILL WALL UNLESS SUSPENDED CONC SLAB OR SHORING IS IN PLACE TYP HORIZ REINF VERT FND WALL REINF DOWELED TO FTG SHEARWALL REINF DOWELS TO MATCH SHEAR WALL REINF ABV CONSTRUCTION JOINT W/ 2"x4" BEVELED KEYWAY, CONT HOOK OUTER VERTS AT SHELF AS SHOWN EXT GRADE STONE BASE, SEE ARCH DWGS STONE CLADDING, SEE ARCH DWGS SHELF FOR STONE BASE, COORD W/ ARCH ADDITIONAL TYP HORIZ REINF #4 VERT AT SHELF TO MATCH TYP VERT SPACING SHEARWALL 1'-0" AT LE N G T H P E R S C H E D FU L L D E V E L O P M E N T SUSPENDED CONC SLAB LENGTH PER SCHED FU L L D E V E L O P M E N T SEE (C1/S512) FOR MORE INFO #4 BARS w/ FULL DEVELOPMENT LENGTH IN WALL AND SLAB AT 16" oc T/ FLR ELEV SEE ARCH TYP WALL REINFTYP WALL REINF CONC FND WALL 3 3 TYP HORIZ REINF VERT FND WALL REINF DOWELED TO FTG CONSTRUCTION JOINT W/ 2"x4" BEVELED KEYWAY, CONT HOOK OUTER VERTS AT SHELF AS SHOWN EXT GRADE STONE BASE, SEE ARCH DWGS SHELF FOR STONE BASE, COORD W/ ARCH ADDITIONAL TYP HORIZ REINF #4 VERT AT SHELF TO MATCH TYP VERT SPACING SHEARWALL 1'-0" AT SUSPENDED CONC SLAB SEE (C1/S512) FOR MORE INFO #4 BARS w/ FULL DEVELOPMENT LENGTH IN WALL AND SLAB AT 16" oc T/ FLR ELEV SEE ARCH TYP WALL REINFTYP WALL REINF CONC FND WALL STONE CLADDING, SEE ARCH DWGSVERT WALL REINF DOWELED TO FTG BLW MTL STUD WALL AND SHEATHING, SEE ARCH DWG CW-09 CONC WALL SEE ARCH DWG FOR T/WALL 3" VERIFY w/ ARCH 3 3 3 STL STUD WALL AND ATTACHMENT TO FND WALL BY OTHERS, PROVIDE 8" MIN AND 16ga MIN STUDS EXT SHEATHING, SEE ARCH DWGS ADDITIONAL TYP HORIZ REINF TYP HORIZ REINF #4 VERT DOWELS AT 16" oc CONSTRUCTION JOINT W/ 2"x4" BEVELED KEYWAY, CONT HOOK OUTER VERTS AT SHELF AS SHOWN EXT GRADE STONE BASE, SEE ARCH DWGS STONE CLADDING SEE ARCH DWGS SHELF FOR STONE BASE, COORD W/ ARCH8" SUSPENDED CONC SLAB SEE (D2/S502) FOR MORE INFO #4 BARS w/ FULL DEVELOPMENT LENGTH IN WALL AND SLAB AT 16" oc T/ FLR ELEV SEE ARCH TYP WALL REINFTYP WALL REINFCONC FND WALL MIN 8" 1'-0"8" STONE COL, SUPPORT POST AND ATTACHMENT TO CONC BY STONE SUPPLIER 4 1 / 2 " #4 AT 16" oc w/ STANDARD HOOK AT EA END CONC PODIUM, SEE ARCH DWGS FOR SIZE AND SLOPE #4 HORIZ AT 12" oc, TYP NWC TOPPING SLAB, SEE ARCH DWGS FOR THICKNESS CONC FND WALL 3 3 2 1 2x4 BEVELED KEYWAY, CONT SUSPENDED CONC SLAB #4 x5'-6" AT 16"oc, CENTER ON JOINT CONC SOG CONC WALL #4 BARS W/ FULL DEVELOPMENT LENGTH IN WALL AND SLAB AT 16"oc DO NOT BACK FILL WALL UNLESS SUSPENDED CONC SLAB OR SHORING IS IN PLACE T/FLR EL VERIFY W/ ARCH 2'-9" NOT USED CONC MAT FTG 2x4 BEVELED KEYWAY, CONT CONC FND WALL DO NOT BACKFILL WALL UNLESS SUSPENDED CONC SLAB OR SHORING IS IN PLACE DOWELS TO MATCH VERT WALL REINF W/ STANDARD HOOKS AS SHOWN, TYP CONC WALL TYP WALL REINF, PER SCHED 9" STL COL SUSPENDED CONC SLAB (3) SETS OF TIES AT 3"oc AROUND AB's AT T/COL CONC COL STL BASE PL ON 1 1/2" NON-SHRINK GROUT CONC SOG LINE OF CONC WALL BYND CONT HORIZ WALL REINF THRU COL SEE (C5/S511) FOR INFORMATION NOT SHOWN 1/4 NWC TOPPING SLAB, SEE ARCH DWGS FOR THICKNESS 3 NWC TOPPING SLAB, SEE ARCH DWGS FOR THICKNESS SUSPENDED CONC SLAB SEE ARCH FOR SLOPES AND TRENCH DRAINS T'FLR ELEV VERIFY w/ ARCH 3 SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: DUNN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com DIMENSIONS AND ELEVATIONS, AS THEY RELATE TO THE BUILDING IN GENERAL, i.e. GRID TO GRID DIMENSIONS OR DECK BEARING ELEVATIONS, ARE SUPPLIED BY THE ARCHITECT. THEY ARE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. NOTE: THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS DATED 07.25.2012 Th i s d r a w i n g , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v ic e , i s t h e p r o p e r t y o f D U N N A S S O C I A T E S I N C , a n d s h al l n o t b e u s e d , i n w h o l e o r p a r t f o r a n y o t h e r p r o je c t w i t h o u t t h e w r i t t e n p e r m i s s i o n o f a n a u t h o r i z e d r e p r e s e n t a t i v e o f D U N N A S S O C I A T E S I N C . U n a u t h o r i z ed u s e wi l l b e p r o s e c u t e d t o t h e f u l l e s t e x t e n t o f t h e l a w . C o p y r i g h t © 2 0 1 1 b y D U N N A S S O C I A T E S I N C . 100% CONSTRUCTION DOCUMENTSJULY 31, 201201 9/ 1 0 / 2 0 1 2 9 : 4 0 : 3 5 A M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ b r e t t \ D o c u m e n t s \ 1 1 0 0 5 - C e n t r a l - V 1 2 _ B r e t t . r v t MAT FND AND SUSPENDED SLAB DETAILS S512 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S JRS TRM/TAK 11005 100% Construction Documents July 31, 2012 July 31, 2012 100% Construction Documents NO SCALE:S512 D1 CONCRETE COLUMN AT MAT FOUNDATION NO SCALE:S512 D2 INTERIOR CONCRETE WALL AT MAT FOUNDATION NO SCALE:S512 D3 EXTERIOR CONCRETE WALL AT MAT FOUNDATION NO SCALE:S512 D4 TYPICAL CONCRETE SHEARWALL AT SUSPENDED SLAB NO SCALE:S512 D5 TYPICAL CONCRETE SHEARWALL AT SUSPENDED SLAB NO SCALE:S512 C1 SUSPENDED CONCRETE SLAB AT EXTERIOR WALL NO SCALE:S512 C3 SUSPENDED CONCRETE SLAB AT CONCRETE WALL NO SCALE:S512 C2 CONCRETE FOUNDATION WALL AT MAT FOUNDATION NO SCALE:S512 B1 STEEL COLUMN DETAIL AT CONCRETE WALL NO SCALE:S512 B2 TYPICAL DEPRESION IN TOPPING SLAB 3Sept 10, 2012Addendum 3 09/10/2012 1 NOTES: 1.THIS DETAIL APPLIES TO HOLES CUTTING NO MORE THAN (2) ADJACENT WEBS FOR 12" MODULE DECK. 2.OPENINGS SHALL BE BLOCKED OUT AND THE DECK LEFT INTACT. AFTER THE CONCRETE HAS CURED, THE DECK IN THE AREA OF THE OPENING CAN BE REMOVED. 3. ANGLES SHALL BE PLACED ON TOP OF THE DECK, ANGLES SHAL EXTEND 3 WEBS PAST THE DECK OPENING (TYP) IF DIMENSION A IS >4D , 4D , OR 32" WHICHEVER IS LARGER, THERE IS NO RESTRICTION ON DIMENSION B IF DIMENSION B IS >4D , 4D , OR 32" WHICHEVER IS LARGER, THERE IS NO RESTRICTION ON DIMENSION A 4. IF DIMENSIONS A AND B ARE <4D , 4D , OR 32" WHICHEVER IS LARGER, THE OPENING GROUP SHALL BE CONSIDERED AS A SINGLE HOLE, AND SHALL BE REINFORCED AS REQUIRED FOR LARGER OPENING , SEE FOLLOWING DETAIL. 5.INDIVIDUAL HOLES LESS THAN 6" IN DIAMETER AND CUTTING NO MORE THAN ONE WEB DO NOT REQUIRE REINFORCING. 1 2 1 2 1 2 BM BLW L1 3/4"x1 3/4"x1/4" TYP A 2 B SIN G L E O P N G CO N S I D E R E D A ADJACENT TO EA CUT WEB TYP1/8 1/2" 12 " M A X D DE C K I N G WEB O F S T L 12 " M A X D CO N C O V E R M T L D E C K HSS3"x1 1/2"x1/8" #5 BAR ABOVE HSS BM BLW WEB OF STL DECKING NOTES: 1.THIS DETAIL APPLIES TO OPENING UP TO 24". 2. TUBES SHALL BE PLACED ON TOP OF DECK. 3. THE DECK SHALL NOT BE CUT UNTIL CONCRETE HAS BEEN PLACED AND CURED. AT THE TIME OF POURING, SUITABLE SLEEVES OR BULKHEADS SHALL BE PLACED AROUND THE OPENING. 4. SEE FOLLOWING DETAIL IF OPENING IS GREATER THAN 24". AT CENTER OF EA UPPER FLUTE BYND OPNG TYP1/8 1" 24 " M A X 1 2 " TYP ADJACENT TO EA CUT WEB TYP1/8 1/2" OPEN CO N C O V E R M T L D E C K 1 7/16" W8x10 MIN CLOSURE PL DET CONC OVER MTL FLR DECK FLR DECK TO ANGLES 3/16 STL BM S601 C3 W8x10 CROSS BMS S301 B3 1" SEE ARCH / MECH STL SHIM WHERE BMS ARE LOWER THAN JST, SHIM MAY BE A SECTION OF ANGLE, CHANNEL, OR STL TUBE L3x3x1/4 BRACE, TYP STL BM OR GIRDER, TYP L3x3x1/4, TYP NOTES: 1.DECK BEARING ANGLE NOT REQUIRED IF DECK IS CUT TIGHT AROUND COLUMN. 2.SIMILAR AT BUILDING PERIMETER AND CORNERS. STL BM OR GIRDER, TYP TYP, EA END3/16 STL COL TACK WELD AT 24"oc MAX #4x6'-0" BAR AT 16"oc ON ALL BM FRAMING INTO COL HSA AT COMPOSITE BMS, SEE PLAN AND COMPOSITE BM NOTES FOR SIZE, NUMBER AND SPACING LOW FLUTE OVER BM GAGE CLOSURE AT GIRDER DEPTH SL A B CONC OVER MTL FLR DECK STL BM 1" C L R #4 x 6'-0" AT 16"oc ON ALL BMS FRAMING INTO COLS CONC OVER MTL FLR DECK HSA AT COMPOSITE BMS, SEE PLAN AND COMPOSITE BM NOTES FOR SIZE, NUMBER AND SPACING STL BM GAGE CLOSURE AT GIRDER 0" TO 5" 5"+ TO 7 1/2" 7 1/2"+ TO 9" 20 16 14 L METAL GAGE (TYPE) * NOT TO EXCEED 12". ABOVE GAGES ARE BASED ON FLAT MATERIAL WITH NO STRENGTH INCREASE DUE TO ITS SHAPE. RECOMMENDED GIRDER FILLER THICKNESS L 1" C L R WEB STIFF, SEE GSN STL BM S301 B3 S301 B3 STL BM STL BMSTL BM HSA HSACONC OVER MTL FLR DECK CONC OVER MTL FLR DECK SEE EXT WALL CONNECTION DETS FOR ADDITIONAL REINF REQD L BENT PL (SEE TABLE) W/ 1/2"Ø x L + 24" DBA AT 24"oc W/ 1" COVER < 6" 6" ≤ 10" 10" ≤ 14" CLOSURE PL 3/16" 1/4" 5/16" STL BM CONC OVER MTL FLR DECK L TYP3/16 3-121/2" HSA BM NOTE: FOR SLAB EDGE OVERHANG GREATER THAN 14", SEE DET (C4/S601) PL3/8"x4"x1'-0" W/ (2) 3/4" Ø x 4" EMBED WEDGE OR SCREW ANCHORS, ADJUST PL LOCATION SUCH THAT BOLTS ARE LOCATED AT BOTT OF STL DECK 2 MIN 1 PL1/4"x4"x0'-4 ", TYP AT EDGE BRACE L2x2x3/16 EDGE ANGLE SUPPORT OUTRIGGER AT EA BM AND AT 4'-0"oc MAX L3x3x1/4 DIAGONAL KICKER (AT CONTRACTOR'S OPTION, CHANGE KICKER TO L3x3x3/8 AND CONNECT TO NEAREST BM MAINTAIN SLOPE LIMIT), SEE DET PL1/4"x4"x0'-4", TYP PL1/4"x4"x0'-4" AT DIAGONAL BRACE, TYP 1/4" BENT PL x CONT W/ 1/2"Ø x 'L'+24" DBA W/ 1" COVER CONC OVER MTL FLR DECK 1/2" TYP3/16 3-12 14" < L ≤ 28" STL BM TYP3/16 3/16 TYP 3/16 3/16 BM S601 B4 STL BM CONC OVER MTL FLR DECK L TYP3/16 3-121/2" HSA STL BM S301 B3 S601 C3 BM NOTE: FOR SLAB EDGE OVERHANG GREATER THAN 14", SEE DET (B2/S601) WEB STIFF, SEE GSN CONC OVER MTL FLR DECK 1/2" 14" < L ≤ 28" STL BM STL BM S301 B3 BM S601 C4 WEB STIFF, SEE GSN TYP S301 B3 STL COL STL BM COL DOES NOT EXTEND ABOVE FLR AT SIM CONDITION CONC OVER MTL FLR DECK STL BM 1/4"x6"x0'-6" WELD PL AT DIAGONAL BRACE, TYP L3x3x3/8 DIAGONAL BRACE AT EA OUTRIGGER TO TOP FLANGE OF NEAREST BM, SKEW AS REQD STL BM CONC OVER MTL FLR DECK HSA BRACE TO PL 3/16 PL TO BM3/16 S301 B3 STL BM HSA CONC OVER MTL FLR DECK FULL DEPTH WEB STIFF EA SIDE, SEE GSN MOMENT FRAME BEAM S601 C3 NOTE: FOR SLAB EDGE OVERHANG GREATER THAN 14", SEE DET (B2/S601) BM 1/2" TYP3/16 3-12 "L"3/16 3/16 3/16 2 MIN 1 CONC OVER MTL FLR DECK PL3/8x6x1'-0" W/ (2) 3/4"Ø x 4 1/2" EMBEDMENT WEDGE ANCHORS OR CAST IN PLACE HEAVY HEX BOLTS, ADJUST PL LOC SUCH THAT BOLTS ARE LOCATED AT BOTT FLUTE OF STL DECK WEB STIFF, SEE GSN FRAME BEAM, SEE PLAN AND EL PL1/4x4x0'-6" KICKER BRACE SEE PLAN S601 C3 NOTE: FOR SLAB EDGE OVERHANG GREATER THAN 14", SEE DET (C4/S601) TYP3/16 3-12 "L" BM 1/2" MECH HOUSE KEEPING PAD #3 AT 12"oc, EA WAY EQUIPMENT CONNECTION BY OTHERS AS REQD #3 AT 12"oc, EA WAYMIN 8" 200mm. HPA HOUSE KEEPING PAD ANCHOR W/ (2) #3 BAR x 1'-0" AT 24"oc MAX 5/8"Ø AB OR 5/8"Ø x 2 3/4" EMBEDMENT WEDGE ANCHOR INTO STRUCT SLAB SECTION VIEW MIN 8" 200mm.MIN8" 200 m m. STRUCTURAL FLOOR (CONC OVER MTL DECK OR SOG) HOUSE KEEPING PADHPA ANCHOR (SEE SECTION VIEW) ISOMETRIC VIEW STRUCTURAL FLOOR (CONC OVER MTL DECK OR SOG) SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: DUNN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com DIMENSIONS AND ELEVATIONS, AS THEY RELATE TO THE BUILDING IN GENERAL, i.e. GRID TO GRID DIMENSIONS OR DECK BEARING ELEVATIONS, ARE SUPPLIED BY THE ARCHITECT. THEY ARE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. NOTE: THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS DATED 07.25.2012 Th i s d r a w i n g , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v ic e , i s t h e p r o p e r t y o f D U N N A S S O C I A T E S I N C , a n d s h al l n o t b e u s e d , i n w h o l e o r p a r t f o r a n y o t h e r p r o je c t w i t h o u t t h e w r i t t e n p e r m i s s i o n o f a n a u t h o r i z e d r e p r e s e n t a t i v e o f D U N N A S S O C I A T E S I N C . U n a u t h o r i z ed u s e wi l l b e p r o s e c u t e d t o t h e f u l l e s t e x t e n t o f t h e l a w . C o p y r i g h t © 2 0 1 1 b y D U N N A S S O C I A T E S I N C . 100% CONSTRUCTION DOCUMENTSJULY 31, 201201 8/ 6 / 2 0 1 2 9 : 2 6 : 5 9 A M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ j o n a t h a n \ D o c u m e n t s \ 1 1 0 0 5 - C e n t r a l - V 1 2 _ j o n a t ha n . r v t FLOOR FRAMING DETAILS S601 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S JRS TRM/TAK 11005 100% Construction Documents July 31, 2012 July 31, 2012 100% Construction Documents NO SCALE:S601 D1 TYPICAL SMALL OPENING IN FLOOR SLAB NO SCALE:S601 D2 TYPICAL MEDIUM OPENING IN FLOOR SLAB NO SCALE:S601 D3 MISCELLANEOUS FLOOR OPENING DETAIL NO SCALE:S601 D4 TYPICAL DECK BEARING ANGLES AT COLUMNS (WHERE REQUIRED) NO SCALE:S601 C1 TYPICAL COMPOSITE BEAM DETAILS AT MEZZANINE NO SCALE:S601 C2 TYPICAL STEEL BEAM TO STEEL BEAM CONNECTION DETAILS NO SCALE:S601 C3 TYPICAL CLOSURE PLATE (OVERHANG L ≤ 14") NO SCALE:S601 C4 TYPICAL CLOSURE PLATE (OVERHANG 14" < L ≤ 28") NO SCALE:S601 B1 TYPICAL SLAB EDGE CONDITION AT BEAM (OVERHANG L ≤ 14") NO SCALE:S601 B2 TYPICAL SLAB EDGE CONDITION AT BEAM (OVERHANG 14" < 'L' ≤ 28") NO SCALE:S601 B3 TYPICAL STEEL BEAM TO HSS COLUMN DETAIL NO SCALE:S601 B4 TYPICAL KICKER CONNECTION DETAIL AT STEEL BEAM NO SCALE:S601 A1 STEEL BEAM TO MOMENT FRAME BEAM CONNECTION NO SCALE:S601 A2 BRACE AT FRAME FLOOR BEAM NO SCALE:S601 A3 ANCHOR DETAIL FOR HOUSEKEEPING PAD ON CONCRETE OVER METAL DECK S301 B3 DECK SUPPORT ANGLE L4x4x1/4 x COL WIDTH (CLIP HORIZ LEG AS REQD TO CLEAR SLAB EDGE STL COL STL BM CONC OVER MTL FLR DECK L ≤ 12" 3/16 3-12 3/16 NOTE: FOR SLAB EDGE GREATER THAN 12", SEE FOLLOWING DET S301 B3 S601 C3 STL COL STL BM CONC OVER MTL FLR DECK TYP3/16 S301 B3 S301 B3 S601 C4 1 1 MAX 12" < L ≤ 28" 3/4" STL BASE PL W/ (4) 7/8"Ø A325 BOLTS BM WEB STIFF EA SIDE, SEE GSN STL BM STL COL CONC OVER MTL FLR DECK TYP S301 B3 STL COL STL BM STL BM CONC OVER MTL DECK STL BM OCNC OVER MTL DECK SE E A R C H ARCH SEE L4x4x1/4 x CONT 3/16 3-12 3/16 3-12 3/16 3-12 S601 C3 1/2"Øx24" DBA AT 24"oc W/ 1" COVER 3 1/4"x6"x0'-6" WELD PL AT DIAGONAL BRACE, TYP STL BM HSA BRACE TO PL 3/16 PL TO BM3/16 2 MAX 1 STL ANGLE PL1/4"x4"x0'-4" AT DIAGONAL BRACE, TYP 3/16 3-12 STL BM BM 3 S601 C3 1 1 / 2 " 3" 1 1 / 2 " 1 1/2" GUARD RAIL CONN BY GUARD RAIL SUPPLIER GUARD RAIL BY OTHERS, SEE ARCH KICK PL BY GUARD RAIL SUPPLIER SHEAR PL 3/8" x 4" x 0'-6" w/ (2) 7/8"Ø A325N THRU BOLTS STL GRATING, SEE ARCH STL CHANNEL STL CHANNEL 1/4 1/4 1" C L R 2" L6x4x1/4 (LLV) EA SIDE w/ A 2" VERT LONG SLOTTED HOLE HSS GIRT, SEE ARCH DWG FOR ELEV STONE COL SUPPORT POST BY STONE SUPPLIER (3) SIDES TYP3/16 ALL STL IS TO BE GALVANIZED HOLE BOLT BY STONE SUPPLIER 3 ALL STL IS TO BE GALVANIZED STL STIFF PL 3/8" x GIRT WIDTH x GIRT WIDTH STL BRG PL 1/2" x COL WIDTH x GIRT WIDTH + 1" HSS GIRT W/ 3/16" WELDED STL CAP PL 1/4 1/4 STL COL BACK SPAN STL BM WELD ACCESS HOLE STL BM (3) 7/8"Ø ERECTION BOLTS TYP 3/8" SHEAR TAB EA SIDE CANTILEVER STL BM TYP 1/4 CJP TYP TYP1/4 HSS GIRT, SEE ARCH FOR ELEV STL COL GALVANIZED STL AT EXTERIOR CONDITION ERECTION AIDS AT CONTRACTOR'S OPTION 1/4 Mech Mezz 116'-0" FG CONC OVER MTL FLR DECK STL GRATING STL CHANNEL CONC OVER MTL FLR DECK S602 B5 TYP S602 A2 S602 A1 B1 S602 GUARD RAIL BY OTHERS, SEE ARCH CJPSTL CHANNEL 1/2" SHEAR PL 2" MIN EXP GAP CONC OVER MTL FLR DECKSTL GRATING STL CHANNEL BM (3) 4 1/2" LONG SLOTTED HOLES W/ 7/8 THRU BOLTS STL BM FULL LENGTH WEB STIFF, SEE GSN (2) ADD'L DBA PER CONN 3/16 TYP BOTH SIDES 1/4 S601 C3 3 STL BM BM 1/2" SHEAR PL 1/2" GAP CONC OVER MTL FLR DECK FULL LENGTH WEB STIFF, SEE GSN TYP BOTH SIDES1/4 STL GRATING STL CHANNEL (3) 7/8"Ø THRU BOLTS 3/16 CLOSURE PL (2) ADD'L DBA PER CONN S601 C3 3 CONC OVER MTL DECK STL BM S601 C3CLOSURE PL VERT HSS GIRT W/ 1/8" STL CLOSURE PL HORIZ GIRT, SEE ARCH FOR ELEV L6x4x1/4 x 0'-6" LONG EA SIDE W/ 2" LONG VERT SLOTTED HOLES AND (1) 3/4"Ø THRU BOLT ADDITIONAL DBA PER (C3/S601) AT GIRT CONNECTION 6" SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: DUNN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com DIMENSIONS AND ELEVATIONS, AS THEY RELATE TO THE BUILDING IN GENERAL, i.e. GRID TO GRID DIMENSIONS OR DECK BEARING ELEVATIONS, ARE SUPPLIED BY THE ARCHITECT. THEY ARE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. NOTE: THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS DATED 07.25.2012 Th i s d r a w i n g , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v ic e , i s t h e p r o p e r t y o f D U N N A S S O C I A T E S I N C , a n d s h al l n o t b e u s e d , i n w h o l e o r p a r t f o r a n y o t h e r p r o je c t w i t h o u t t h e w r i t t e n p e r m i s s i o n o f a n a u t h o r i z e d r e p r e s e n t a t i v e o f D U N N A S S O C I A T E S I N C . U n a u t h o r i z ed u s e wi l l b e p r o s e c u t e d t o t h e f u l l e s t e x t e n t o f t h e l a w . C o p y r i g h t © 2 0 1 1 b y D U N N A S S O C I A T E S I N C . 100% CONSTRUCTION DOCUMENTSJULY 31, 201201 9/ 1 0 / 2 0 1 2 9 : 3 6 : 1 4 A M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ b r e t t \ D o c u m e n t s \ 1 1 0 0 5 - C e n t r a l - V 1 2 _ B r e t t . r v t FLOOR FRAMING DETAILS S602 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S JRS TRM/TAK 11005 100% Construction Documents July 31, 2012 July 31, 2012 100% Construction Documents NO SCALE:S602 D1 TYPICAL SLAB EDGE AT STEEL COLUMN FLANGE (OVERHANG 'L' ≤ 12") NO SCALE:S602 D2 TYPICAL SLAB EDGE AT STEEL COLUMN FLANGE (OVERHANG 12"< 'L' ≤ 28") NO SCALE:S602 D3 STEEL COLUMN AND TRANSFER BEAM CONNECTION NO SCALE:S602 D4 TYPICAL BOLTED CONNECTION TO STEEL COLUMN FLANGE NO SCALE:S602 D5 TYPICAL BOLTED CONNECTION TO STEEL COLUMN FLANGE NO SCALE:S602 C1 TYPICAL KICKER CONNECTION DETAIL AT STEEL BEAM NO SCALE:S602 B1 MEZZANINE BRIDGE AND CATWALK EDGE DETAIL NO SCALE:S602 C3 COLUMN SUPPORT POST TO GIRT CONNECTION DETAIL NO SCALE:S602 C4 GIRT TO CULUMN CONNECTION NO SCALE:S602 C5 CANITLEVER BEAM CONNECTION TO BEAM NO SCALE:S602 C2 GIRT TO COLUMN CONNECTION S602SCALE: 1/2" = 1'-0" B2 CATWALK BRIDGE SECTION NO SCALE:S602 B5 BROKEN BACK CONNECTION NO SCALE:S602 A1 CATWALK BRIDGE DETAIL AT EXPANSION CONNECTION NO SCALE:S602 A2 CATWALK BRIDGE DETAIL AT FIXED CONNECTION NO SCALE:S602 A3 TYPICAL GIRT CONNECTION DETAIL AT MEZZANINE 3Sept 10, 2012Addendum 3 09/10/2012 HSS GIRT VERT HSS GIRT 3/16 STL GRATING STL CHANNEL CONC SHEARWALL EMBED PL 1/2"X12"X12" W/(4) 3/4" DIA X 8" HSA AT 9" ga STL CHANNEL w/ HORIZONTAL LONG SLOTTED HOLES AT ONE END 3" 3" 3" (3) 3/4" DIA REDUCED BASE THREADED WELD STUDS AT GRATING AT HSS BEAM 1/2" END PL HSS BM WEB CONN PL, PER (B3/S301) STL CHANNEL 3/8" CONN PL W/ (3) 7/8"Ø BOLTS 1/4 1/4PJP STL CHANNEL WALL BYND CONC SHEAR WALL #4 U BAR AT WALL OPENING #7 TRIM BARS 3 S301 B3 WALL BYND CONC SHEAR WALL #4 U BAR AT WALL OPENING #7 TRIM BARS 1/4" WEB STIFF PL EA SIDE STL CHANNEL (1) 7/8"Ø THRU BOLT W/ 2" LONG VERT SLOTTED HOLES VERT HSS GIRT W/ 1/8" CAP PL 1/2" (3) SIDES TYP3/16 3/16 3 1 1/2" 3" 1 1/2" 1" STL CHANNEL WP WEB STIFF, SEE GSN WT MOUNTED UNDERSIDE OF GUSSET STL CHANNEL 3/8" GUSSET PL (4) 7/8"Ø BOLTS GUSSET TO BOTT OF BM FLG W/ 1/2" RETURN, TYP1/4 6" MIN 1 1 / 2 " 3" 3" 1 1 / 2 " STL CHANNEL WT SHEAR PL 3/8x9x7 W/ (3) 7/8"Ø A325N THRU BOLTS 1/4 1/4 SHEAR TAB PL CONC OVER MTL FLR DECKSTL GRATING STL CHANNEL BM (2) 7/8"Ø A325N THRU BOLTS STL BM FULL LENGTH WEB STIFF (2) ADD'L DBA PER CONN 3/16 TYP BOTH SIDES 3/16 3 BENT PL PER C3/S601 CONC OVER MTL FLOOR DECKGRATE L1 1/2x1 1/2x3/16xCONT STL BM 3/16 3-12 3/16 3-12 3 10 D2 S603 1'-0 " 1'- 0 " D2 S603 WT4x5 C12x25 C1 2 x 3 0 C12 x 3 0 D4 S603 SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: DUNN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com DIMENSIONS AND ELEVATIONS, AS THEY RELATE TO THE BUILDING IN GENERAL, i.e. GRID TO GRID DIMENSIONS OR DECK BEARING ELEVATIONS, ARE SUPPLIED BY THE ARCHITECT. THEY ARE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. NOTE: THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS DATED 07.25.2012 Th i s d r a w i n g , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v ic e , i s t h e p r o p e r t y o f D U N N A S S O C I A T E S I N C , a n d s h al l n o t b e u s e d , i n w h o l e o r p a r t f o r a n y o t h e r p r o je c t w i t h o u t t h e w r i t t e n p e r m i s s i o n o f a n a u t h o r i z e d r e p r e s e n t a t i v e o f D U N N A S S O C I A T E S I N C . U n a u t h o r i z ed u s e wi l l b e p r o s e c u t e d t o t h e f u l l e s t e x t e n t o f t h e l a w . C o p y r i g h t © 2 0 1 1 b y D U N N A S S O C I A T E S I N C . 100% CONSTRUCTION DOCUMENTSJULY 31, 201201 9/ 1 0 / 2 0 1 2 9 : 3 6 : 1 5 A M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ b r e t t \ D o c u m e n t s \ 1 1 0 0 5 - C e n t r a l - V 1 2 _ B r e t t . r v t FLOOR FRAMING DETAILS S603 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S JRS TRM/TAK 11005 100% Construction Documents July 31, 2012 July 31, 2012 100% Construction Documents NO SCALE:S603 D1 INTERIOR GIRT TO GIRT CONNECTION DETAIL NO SCALE:S603 D2 STEEL CHANNEL AT CONCRETE SHEARWALL AT UPPER CATWALK NO SCALE:S603 D3 STEEL CHANNEL CONNECTION DETAIL AT UPPER CATWALK NO SCALE:S603 D4 VERTICAL GIRT CONNECTION AT STEEL CHANNEL NO SCALE:S603 C2 CATWALK GUSSET NO SCALE:S603 C1 DETAIL NO SCALE:S603 C3 LOWER CAT WALK TO FLOOR CONNECTION 1 NO SCALE:S603 D5 LOWER CAT WALK TO FLOOR CONNECTION 2 3Sept 10, 2012Addendum 3 NO SCALE:S603 C4 STEEL CHANNEL AT CONCRETE SHEARWALL AT UPPER CATWALK 09/10/2012 5'- 0 " T Y P STL STUD WALL BY OTHERS, PROVIDE 8" MIN AND 16ga MIN L3x3x1/4 KICKER BRACE AT EA HSS, SEE (A2/S601) FOR CONN TO SLAB HSS4x4x1/4 STONE PANEL SUPPORT. SPACING AS REQD BY STONE SUPPLIER STL BM EXT SHEATHING, SEE ARCH DWGS STONE CLADDING, SEE ARCH DWGS STONE CLADDING FRAME AND ATTACHMENT TO STRUCT BY OTHERS BENT PL, SEE (C3/S601) DEFLECTION TRACK AND ATTACHMENT TO STRUCT BY OTHERS 1/4 (3) SIDES 1/4 CONC OVER MTL ROOF DECK 1 1 STONE CLADDING, SEE ARCH DWGS L6x6x5/16 x CONT DECK EDGE ANGLE OR EQUIVALENT BENT PL W/ 1/2"Ø x24" DBA AT 24"oc W/ 1" CLR COVER, TO LAP W/ SLAB REINF DECK BRG EMBED: 3/8"x10" x CONT W/ (2) 1/2"Ø x 2'-6" DBA'S AT 12"oc 3/16 3-12 CONC SHEARWALL STONE CLADDING FRAME AND ATTACHMENT TO STRUCT BY OTHERS CONC OVER MTL ROOF DECK CONC BM WHERE OCCURS, SEE ELEV 3/4"Øx5" HSA's AT 6"oc AT EMBED CONC OVER MTL DECK NOT SHOWN FOR CLARITY EMBED FOR PERP BM PER (D3/S301) PL 1/2"x8"xREQD W/ (6) 3/4"Ø x 6" HSA CJP T&B, REMOVE BACKUP BARS CJP PL THICKNESS - 1/16" PL 3/4" x 6" x REQD W/ (6) 3/4"Ø DBA 3/8 (3/8)AT EMBED PL SEE SCHED 1.5 x LAP LENGTH ALIGN BOTT DBA W/ BOTT BM FLANGE DE P T H 2/3 B M STL BM STL BM STL BM WELD ACCESS HOLE, TYP S301 B3 CJP TOP FLANGE ONLY, TYP D2 S701 CONC OVER MTL FLR DECK CONC SHEAR WAKLL 1'-0" 5" S301 B3 TYP WALL REINF CONC BOUNDARY COL 3/4" REDUCED BASE THREADED WELD STUD EA SIDE. PROVIDE LONG SLOTTED HOLES IN ONE END OF THE BM STL BM WEB STIFF FAR SIDE, SEE GSN STL BM WHERE OCCURS WEB STIFF EA SIDE, SEE GSN IF BM WEB CONN PL LANDS W/IN A 4" DISTANCE BACK FROM THE FACE OF THE WALL, AN ADDITIONAL SET OF WEB STIFF'S IS NOT NEEDED TYP10 10 BM BRG PL 3/4"x12"x1'-0" W/ (2) 3/4"Øx8" HSA'S AT 8"ga AND (2) 1/2"Ø DBA'S AT 6"ga 3'-0" STL BM CHANDELIER PULLEY AND ATTACHMENT BY OTHER CONC OVER MTL DECK 1 2 L3x3x1/4 KICKER BRACE, SEE (C4/S601) FOR CONN TO SLAB (3) SIDES1/4 WEB STIFF EA SIDE, SEE GSN (4) L4x4x1/4 AT EA SIDE OF VERT STL GIRT 1 1 / 4 " G A P TYP 3/16 STL GIRT A A SECTION A-A STL GIRTTYP3/16 1/16" GAP ALL SIDES STL BM STL BM 1" DEFLECTION GAP FROM TOP OF COL TO UNDERSIDE OF MTL DECK CONC OVER MTL DECK TYP3/16 4 3/16 4 TRIM VERT LEG AT BRG, TYP 3 WEB STIFF EA SIDE STL BM 1" G A P 3/16 VERT STL GIRT A A S601 A2 (4) L4x4x1/4 AT EA SIDE OF VERT STL GIRT SECTION A-A VERT STL GIRT TYP 3/16 1/16" GAP ALL SIDES CONC OVER MTL DECK TYP S301 B3 STL COL STL BM STL BM CONC OVER MTL DECK STL BM NOT SHOWN FOR CLARITY 1/2" STL CAP PL 5'-0 " T Y P STL STUD WALL BY OTHERS, PROVIDE 8" MIN AND 16ga MIN L3x3x1/4 KICKER BRACE AT EA HSS, SEE (A2/S601) FOR CONN TO SLAB HSS4x4x1/4 STONE PANEL SUPPORT. SPACING AS REQD BY STONE SUPPLIER EXT SHEATHING, SEE ARCH DWGS STONE CLADDING, SEE ARCH DWGS STONE CLADDING FRAME AND ATTACHMENT TO STRUCT BY OTHERS BENT PL, SEE (C3/S601) DEFLECTION TRACK AND ATTACHMENT TO STRUCT BY OTHERS 1/4 (3) SIDES 1/4 CONC OVER MTL ROOF DECK STL BM WEB STIFF, SEE GSN 1 1 S301 B3 STONE CLADDING, SEE ARCH DWGS L6x6x5/16 x CONT DECK EDGE ANGLE OR EQUIVALENT BENT PL W/ 1/2"Ø x24" DBA AT 24"oc W/ 1" CLR COVER, TO LAP W/ SLAB REINF DECK BRG EMBED: 3/8"x10" x CONT W/ (2) 1/2"Ø x 2'-6" DBA'S AT 12"oc 3/16 3-12 CONC SHEARWALL STONE CLADDING FRAME AND ATTACHMENT TO STRUCT BY OTHERS CONC OVER MTL ROOF DECK 3/4"Øx5" HSA's AT 6"oc AT EMBED CONC BM WHERE OCCURS, SEE ELEV S301 D3 STL BM 3 TYP S301 B3 STL COL STL BM CONC OVER MTL FLR DECK STL BM 1/2" STL CAP PL TYP S301 B3 STL COL STL BM CONC OVER MTL FLR DECK STL BM 1/2" STL CAP PL DECK SUPPORT ANGLE L4x4x1/4 x COL WIDTH +2" (CLIP HORIZ LEG AS REQD TO CLEAR SLAB EDGE STL COL STL BM CONC OVER MTL FLR DECK 3/16 3-12 3/16 NOTE: FOR SLAB EDGE GREATER THAN 14", SEE FOLLOWING DET S301 B3 S601 C3 L ≤ 14" 1/2" STL CAP PL SEE (D1/S701) FOR INFO NOT SHOWN S301 B3 STL BM CONC OVER MTL FLR DECK TYP3/16 S601 C4 STL BRACE CENTERED ON COL 1 1 14" < L ≤ 28" 1/2" STL CAP PL S701 B2 SEE (D1/S701) FOR INFO NOT SHOWN COL HSS GIRT, TYP w/ 1/8" WELDED STL CAP PL EA END CAP PL 3/16 HSS GIRT, TYP w/ 1/8" WELDED STL CAP PL EA END TYP1/4 TYP1/4 TYP1/4 TYP1/4 L3x3x1/4x0'-5", TYP STL POST L3x3x1/4x0'-5", TYP A A SECTION A-A ALL STL TO BE GALVANIZED CAP PL 1/4"x6 1/2" x1'-0" TYP 1/2" MAX STL BMSTL BM WEB STIFF, SEE GSN 3" MTL ROOF DECK 1/4" BENT PL x CONT TYP S301 B3 3/16 3-12 STL BMSTL BM WEB STIFF, SEE GSN 3" 1/4" BENT PL x CONT TYP S301 B3 3/16 3-12 STL GRATING STL BMSTL BM WEB STIFF, SEE GSN TYP S301 B3 STL GRATING MTL ROOF DECK SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: DUNN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com DIMENSIONS AND ELEVATIONS, AS THEY RELATE TO THE BUILDING IN GENERAL, i.e. GRID TO GRID DIMENSIONS OR DECK BEARING ELEVATIONS, ARE SUPPLIED BY THE ARCHITECT. THEY ARE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. NOTE: THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS DATED 07.25.2012 Th i s d r a w i n g , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v ic e , i s t h e p r o p e r t y o f D U N N A S S O C I A T E S I N C , a n d s h al l n o t b e u s e d , i n w h o l e o r p a r t f o r a n y o t h e r p r o je c t w i t h o u t t h e w r i t t e n p e r m i s s i o n o f a n a u t h o r i z e d r e p r e s e n t a t i v e o f D U N N A S S O C I A T E S I N C . U n a u t h o r i z ed u s e wi l l b e p r o s e c u t e d t o t h e f u l l e s t e x t e n t o f t h e l a w . C o p y r i g h t © 2 0 1 1 b y D U N N A S S O C I A T E S I N C . 100% CONSTRUCTION DOCUMENTSJULY 31, 201201 9/ 1 0 / 2 0 1 2 9 : 3 6 : 1 8 A M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ b r e t t \ D o c u m e n t s \ 1 1 0 0 5 - C e n t r a l - V 1 2 _ B r e t t . r v t ROOF FRAMING DETAILS S701 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S JRS TRM/TAK 11005 100% Construction Documents July 31, 2012 July 31, 2012 100% Construction Documents NO SCALE:S701 D1 TYPICAL PERIMETER DECK BEARING DETAIL AT STEEL BEAM NO SCALE:S701 D2 TYPICAL PERIMETER DECK BEARING DETAIL AT CONCRETE SHEARWALL NO SCALE:S701 D3 DRAG STRUT AT SHEAR WALL NO SCALE:S701 D4 DRAG CONNECTION THRU BEAM NO SCALE:S701 D5 TYPICAL BEAM BEARING DETAIL AT CONCRETE SHEAR WALL NO SCALE:S701 C1 CHANDELIER PULLEY TO BEAM CONNECTION NO SCALE:S701 A1 VERTICAL GIRT ROOF CONNECTION BETWEEN BEAMS NO SCALE:S701 A2 VERTICAL GIRT CONNECTION AT STEEL BEAM NO SCALE:S701 C2 TYPICAL STEEL BEAM TO HSS COLUMN DETAIL NO SCALE:S701 C3 TYPICAL STEEL BEAM TO BEAM CONNECTION AT PERIMETER NO SCALE:S701 C4 TYPICAL STEEL BEAM AT CONCRETE SHEARWALL NO SCALE:S701 C5 TYPICAL BOLTED CONNECTION TO STEEL COLUMN FLANGE NO SCALE:S701 B1 TYPICAL BOLTED CONNECTION TO STEEL COLUMN WEB NO SCALE:S701 B2 TYPICAL SLAB EDGE AT STEEL COLUMN (OVERHANG 'L' ≤ 14") NO SCALE:S701 B3 TYPICAL SLAB EDGE AT STEEL COLUMN (OVERHANG 14" < 'L' ≤ 28") NO SCALE:S701 B4 TYPICAL SCREEN WALL GIRT CONNECTION NO SCALE:S701 B5 EDGE BEAM SUPPORT AT METAL ROOF DECK NO SCALE:S701 A3 EDGE BEAM SUPPORT AT STEEL GRATING NO SCALE:S701 A4 TYPICAL BEAM TO BEAM CONNECTION DETAIL AT METAL DECK 1Aug 27, 2012Addendum 1 3Sept 10, 2012Addendum 3 09/10/2012 PARAPET COL, SEE PLAN HORIZ PARAPET GIRT, SEE PLAN SEE (B4/S701) HORIZ PARAPET GIRT, SEE PLAN PL 3/4"x12"x1'-0" W/ (4) 7/8"Ø A325 FULLY PRE-TENTIONED BOLTS PL 3/8"x6"x1'-6" W/ (4) 1/2"Øx2 1/4" EMBED EPOXY BOLTS, ADJUST PL LOC SUCH THAT BOLTS ARE LOCATED AT BOTTOM OF STL DECK PL 1/4x4x0'-6", ALIGN W/ BM GUSSET PL L3x3x5/16 KICKER AT EA POST HSS6.0x0.375 STUB COL 7" WHERE BM FLANGE IS LESS THAN 7" PROVIDE 7" LONG FLANGE EXTENSIONS PER (D2/S702), THICKNESS TO MATCH BM TOP FLANGE 3/8" GUSSET PL EA SIDE CNTERED BLW POST TYP5/16 127:5" TYP 3/16 A A SECTION A - A 1 1 / 2 " 1 1 / 2 " 1 1/2"1 1/2" 1 2 3/16 3/16 3 PARAPET COL, SEE PLAN HORIZ PARAPET GIRT, SEE PLAN SEE (B4/S701) HORIZ PARAPET GIRT, SEE PLAN PL 3/4"x12"x1'-0" W/ (4) 7/8"Ø A325 FULLY PRE-TENTIONED BOLTS HSS6.0x0.375 STUB COL PROVIDE 7" LONG FLANGE EXTENSIONS, THICKNESS TO MATCH BM TOP FLANGE MIN 1" 5/16 A A SECTION A - A 1 1 / 2 " 1 1 / 2 " 1 1/2"1 1/2" 3/8" GUSSET PL EA SIDE, CENTERED BLW POST DIAGONAL KICKER BACK TO ADJACENT BM, FOR L<4ft USE L3 1/2x3 1/2x5/16 4ft<L>6ft USE L4x4x5/16 6ft<L<8ft USE L4x4x3/8 8ft<L<10ft USE L5x5x3/8 CJP TYP1/4 1 2 MIN 3 A A B B HORIZ PARAPET GIRT, SEE PLAN SEE (B4/S701) PARAPET COL, SEE PLAN (6) 5/8"Ø x3'-6" DBA CONC COL IN CONC WALL 3/4"x1'-0" LONG, EMBED PL (2) 3/4"Øx8" HSA 6" 10" TYP5/16 SECTION A - A SECTION B - B 4"4"2" 2" 4" 4" 2" 4"4"4" 3" 3" 3 WT BM STIFFENER SHEAR PL 3/8x9x7 W/ (3) 7/8"Ø A325 THRU BOLTS 1/4 1/4 STL BM WT SHEAR PL3/8x8x4 W/ (2) 7/8"Ø A325 THRU BOLTS 1/4 C8x11.5 x REQD (3'-0" MIN) AT LIGHT SUPPORT (2) 3/8"ø A36 THREADED RODS AT EA END AND 6'-6"cc MAX SPACING IN THE MIDDLE STL BM L3x3x1/4 AT EA END AND AT 8'-0"oc MAX SPACING IN THE MIDDLE, ALTERNATE SIDES STL BMSTL BM WEB STIFF PLs PER GSN AT THREADED ROD HANGERS 1/4 PL 1/4"x6"x0'-6", TYP AT EA ANGLE BRACE 1/4 3 MIN CONC OVER MTL FLR DECK CEILING ELEV SEE ARCH DWGS 1/2" 1/2" GALV HSS GIRTS W/ 3/16" WELDED CAP PL EA END, SEE ARCH FOR ELEV'S STL COL GALV HSS GIRTS W/ 3/16" WELDED CAP PL EA END, SEE ARCH FOR ELEV'S GALV L4x4x1/4 x COL WIDTH, TYP GALV STL BRG PL 1/2" x COL WIDTH x REQD, TYP GALV STIFF PL 3/8" x REQD, TYP1 1 TYP1/4 1/4 TYP1/4 TYP 3 HSS 6.0x0.375 MIN 7'-0" LONG PIPE COLUMN AND FINS PROVIDED BY STATUE MANUFACTURER HSS TOWER COLUMNS, SEE (S431) AND (S432) COPE ALONG PIPE COLUMN B1 S702 PIPE COLUMN AND FINS PROVIDED BY STATUE MANUFACTURER STAINLESS STL TOWER COLUMN, COPE ALONG PIPE COLUMN HSS6.0x0.375 MIN 7'-0" LONG NOTCH IN HSS COLUMN TO RECEIVE STATUE PIPE COLUMN, SEE DET (C4/S702) SEE ARCH DWGS FOR EXT FINISH C4 S702 3 SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: DUNN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com DIMENSIONS AND ELEVATIONS, AS THEY RELATE TO THE BUILDING IN GENERAL, i.e. GRID TO GRID DIMENSIONS OR DECK BEARING ELEVATIONS, ARE SUPPLIED BY THE ARCHITECT. THEY ARE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. NOTE: THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS DATED 07.25.2012 Th i s d r a w i n g , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v ic e , i s t h e p r o p e r t y o f D U N N A S S O C I A T E S I N C , a n d s h al l n o t b e u s e d , i n w h o l e o r p a r t f o r a n y o t h e r p r o je c t w i t h o u t t h e w r i t t e n p e r m i s s i o n o f a n a u t h o r i z e d r e p r e s e n t a t i v e o f D U N N A S S O C I A T E S I N C . U n a u t h o r i z ed u s e wi l l b e p r o s e c u t e d t o t h e f u l l e s t e x t e n t o f t h e l a w . C o p y r i g h t © 2 0 1 1 b y D U N N A S S O C I A T E S I N C . 100% CONSTRUCTION DOCUMENTSJULY 31, 201201 9/ 1 0 / 2 0 1 2 9 : 3 6 : 1 9 A M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ b r e t t \ D o c u m e n t s \ 1 1 0 0 5 - C e n t r a l - V 1 2 _ B r e t t . r v t ROOF FRAMING DETAILS S702 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S JRS TRM/TAK 11005 100% Construction Documents July 31, 2012 July 31, 2012 100% Construction Documents NO SCALE:S702 D1 SCREEN WALL SUPPORT DETAIL NO SCALE:S702 D2 SCREEN WALL SUPPORT DETAIL NO SCALE:S702 D3 PARAPET WALL SUPPORT DETAIL NO SCALE:S702 D4 WT HANGER CONNECTION AT ROOF 1 NO SCALE:S702 C1 WT HANGER CONNECTION AT ROOF 2 NO SCALE:S702 C2 LIGHT SUPPORT DETAIL NO SCALE:S702 C3 TYPICAL GIRT CONNECTION DETAIL AT HIGH ROOF NO SCALE:S702 C4 STATUE SUPPORT COLUMN DETAIL NO SCALE:S702 B1 STATUE SUPPORT DETAIL 3Sept 10, 2012Addendum 3 09/10/2012 LA P L E N G T H MAS WALL ADDITIONAL VERT BAR AT INTERSECTION, TYP (4) PLACES LAP LENGTH MIN LAP LENGTH MIN LAP LENGTH MIN LAP LENGTH MIN CORNER BAR CORNER BAR ADDITIONAL VERT BAR AT INTERSECTION, TYP (4) PLACES MAS WALL LAP LENGTH SEE MAS LINTEL SCHED FOR REINF ABV RECESS RECESS IN WALL STD 180 DEG HOOK VERT REINF FULL HEIGHT OF WALL AT EA SIDE OF RECESS #5 HORIZ BAR BLW RECESS, EXTEND 48 BAR Ø EA SIDE OF RECESSED OPNG PLAN VIEW SECTION TYP VERT REINF IN LAST CELL HORIZ REINF TO TERMINATE W/STD 180 Ø HOOK AT SINGLE LAYER OF VERT REINF TYP VERT REINF IN LAST (2) CELLS HORIZ REINF TO TERMINATE W/STD 90 Ø HOOK AT DBL LAYER OF VERT REINF EXTEND BYND VERT REINF LAP LENGTH LAP LENGTH MAS WALL SINGLE LAYER VERTICAL REINFORCING DOUBLE LAYER VERTICAL REINFORCING TIES SEE MAS COL SCHED CONDITION AT HORIZONTAL BOND BEAM AND JOINT REINFORCING HORIZ REINF CONT THRU JOINT CONT VERT CJ (1) VERT BAR TO MATCH VERT WALL REINF, EA SIDE OF JOINT JOINT MATERIAL DUR-O-WALL WF TYPE (OR APPROVED EQ) SIZE VARIES BASED ON WALL THICKNESS, VERITY W/ ARCH ADDITIONAL VERT REINF ADJACENT TO OPNGS: WHERE OPNG WIDTH IS LESS THAN 3'-0": USE (2) #5 BARS FOR 8" WALLS CONSULT THE STRUCT ENGR FOR UNSCHEDULED OPNGS 3'-0" AND LARGER MISC OPENING OR RECESS FLR OR ROOF LEVEL (1) #5 AT 8" WALLS (1) #6 AT 10" WALLS (2) #5 AT 12" WALLS MEASURED FROM EDGE OF OPNG FINISHED FLR LEVEL SEE MAS LINTEL SCHED FOR REINF VERT BARS TO MATCH WALL REINF (BARS TO BE FLR TO FLR) LAP REQD SEE GSN FOR REINF LAP REQD SEE GSN FOR REINF SEE ARCH FOR OPENING CONFIGURATION CONC SOG EXT SLAB OR GRADE T&B CONT REINF DOWEL TO MATCH VERT WALL REINF ABV CONC FTG CONC WALL 1 3 (MIN) WALL BYND24"18" #4 AT 16"oc 2x4 BEVELED KEYWAY, CONT 2x4 BEVELED KEYWAY, CONT 8" T Y P TYP VERT WALL REINF CONC SOG CONC FTG CONC FND WALL CONC SLAB MAS WALL TY P8" SE E A R C H D W G S VA R I E S ( 4 " M I N ) BRICK VENEER, SEE ARCH AND GSN FOR TYPE AND ANCHORAGE MAS WALL HORIZ WALL REINF VERT WALL REINF CHAMFER, SEE ARCH CONC SOG CONC FTG CONC PIER BEVELED KEYWAY, CONT CONC SOG CONC FTG 2x4 BEVELED KEYWAY, CONT HORIZ WALL REINF BOTT CONT REINF TOP CONT REINF CHAMFER, SEE ARCH CONC PIER HORIZ WALL REINF CONT THRU PIER MAS COL VERT COL REINF DOWEL TO MATCH VERT COL REINF ABV 8" T Y P BRICK VENEER, SEE ARCH AND GSN FOR TYPE AND ANCHORAGE SE E A R C H D W G S VA I R E S ( 4 " M I N ) PFT OR 2x ROOF JST ROOF SHEATHING 2x8 CONT LEDGER W/ (1) 5/8" Ø AB AT 24" oc MAS WALL VERT COL REINF (2) #4 x CONT AT VENEER BRG CONT TOP OF WALL REINF 2X BLKG AT 48" oc SIMPSON HANGER OR EQ, TYP GALV LEDGER ANGLE, SEE SCHED ON (D5/S303) (2) #4 x CONT AT DB EMBED PL 3/8"x4"x0'-8" AT 24"oc w/(2) 3/4"Øx5" HSA AT 5"ga, GALV ASSEMBLY BRICK VENEER, SEE ARCH AND GSN FOR TYPE AND ANCHORAGE 1/4 SIMPSON PA18 STRAP AT EA BLKG 3 3 CONT TOP OF WALL REINF MAS WALL MAS LINTEL BRICK VENEER, SEE ARCH AND GSN FOR TYPE AND ANCHORAGE WALL BYND BRICK LEDGER S303 D5 UTILITY PAD, SEE PLAN AND ARCH DWG's CONC SOG, T/ SLAB VARIES SEE ARCH SE E A R C H D W G S VA R I E S PFT OR 2x ROOF JST BRICK VENEER, SEE ARCH AND GSN FOR TYPE AND ANCHORAGE ROOF SHEATHING 2x8 CONT LEDGER W/ (2) 5/8" Ø AB AT 24" oc MAS WALL (1) #5xCONT AT PFT BRG CONT TOP OF WALL REINF BN JST HANGER: PFT - HANGER BY SUPPLIER 2x - SIMPSON JB HANGER OR EQUAL SIMPSON PA18 OR EQUAL AT 48" oc MAX 3 (1) #5 CONT AT JST BRG MAS WALL PARALLEL TO WALL PERPENDICULAR TO WALL 3x WALL WIDTH CONT NAILER, DAP FOR NUTS 5/8" Ø AB AT 24" oc (1) #5 CONT AT DB MAS WALL 3x WALL WIDTH CONT NAILER, DAP FOR NUTS 5/8" Ø AB AT 24" oc 2x ROOF JST ROOF SHEATHING BN SIMPSON A35 OR EQUAL AT EVERY OTHER JST SIMPSON A35 OR EQUAL EA BLKG BN 2x SOLID BLKG TO MATCH ROOF JST 2x ROOF JST PFT ROOF SHEATHING 3 3 PFT OR 2x ROOF JST BRICK VENEER, SEE ARCH AND GSN FOR TYPE AND ANCHORAGE ROOF SHEATHING 2x8 CONT LEDGER W/ (2) 5/8" Ø AB AT 24" oc MAS WALL (1) #5xCONT AT DECK BRG CONT TOP OF WALL REINF BN 2X BLKG AT 48" oc SIMPSON PA18 OR EQUAL AT 48" oc MAX 3 TY P8" SE E A R C H D W G S VA R I E S ( 4 " M I N ) BRICK VENEER, SEE ARCH AND GSN FOR TYPE AND ANCHORAGEMAS WALL HORIZ WALL REINF DBL MAT VERT WALL REINF CHAMFER, SEE ARCH CONC SOG CONC FTG CONC FND WALL BEVELED KEYWAY, CONT BOTT CONT REINF TOP CONT REINF EXT SLAB OR GRADE DOWEL TO MATCH VERT REINF ADDITIONAL VERT BARS AT CORNER TYP CORNER BARS TO MATCH WALL HORIZ BARS CONC WALL CORNER BARS TO MATCH WALL HORIZ BARS CONC WALL ADDITIONAL VERT BARS AT INTERSECTION TYP LAP LENGTH, TYP LA P L E N G T H , T Y P SHEET NUMBER 1 A B B C D E A C D E 2 3 4 5 1 2 3 4 5 ISSUED: DUNN PROJECT NO. SEAL DRAWN BY:CHECKED BY: SHEET NAME DESCRIPTIONDATENO. CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE. DESCRIPTIONDATENO. MHTN Architects, Inc. 420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595-6700 Telefax (801) 595-6717 www.mhtn.com DIMENSIONS AND ELEVATIONS, AS THEY RELATE TO THE BUILDING IN GENERAL, i.e. GRID TO GRID DIMENSIONS OR DECK BEARING ELEVATIONS, ARE SUPPLIED BY THE ARCHITECT. THEY ARE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. NOTE: THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS DATED 07.25.2012 Th i s d r a w i n g , a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v ic e , i s t h e p r o p e r t y o f D U N N A S S O C I A T E S I N C , a n d s h al l n o t b e u s e d , i n w h o l e o r p a r t f o r a n y o t h e r p r o je c t w i t h o u t t h e w r i t t e n p e r m i s s i o n o f a n a u t h o r i z e d r e p r e s e n t a t i v e o f D U N N A S S O C I A T E S I N C . U n a u t h o r i z ed u s e wi l l b e p r o s e c u t e d t o t h e f u l l e s t e x t e n t o f t h e l a w . C o p y r i g h t © 2 0 1 1 b y D U N N A S S O C I A T E S I N C . 100% CONSTRUCTION DOCUMENTSJULY 31, 201201 9/ 1 0 / 2 0 1 2 9 : 3 6 : 2 2 A M 11 6 t h S t r e e t & S p r i n g M i l l R o a d Ca r m e l , I n d i a n a 4 6 0 3 2 C: \ U s e r s \ b r e t t \ D o c u m e n t s \ 1 1 0 0 5 - C e n t r a l - V 1 2 _ B r e t t . r v t UTILITY BUILDING DETAILS S801 In d i a n a p o l i s I n d i a n a T e m p l e TH E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S JRS TRM/TAK 11005 100% Construction Documents July 31, 2012 July 31, 2012 100% Construction Documents NO SCALE:S801 D1 TYPICAL CORNER WALL REINFORCING FOR SINGLE REINFORCED MASONRY WALLS (PLAN VIEW) NO SCALE:S801 D3 TYPICAL MASONRY WALL RECESS DETAILS FOR SINGLE REINFORCED MASONRY WALLS (PLAN VIEW) NO SCALE:S801 D4 TYPICAL TERMINATION OF HORIZONTAL REINFORCING FOR DOUBLE REINFORCED MASONRY WALLS (PLAN VIEW) NO SCALE:S801 D5 TYPICAL CONTROL JOINT FOR SINGLE REINFORCED MASONRY WALLS (PLAN VIEW) NO SCALE:S801 C1 TYPICAL REINFORCING DETAIL FOR MISCELLANEOUS MASONRY WALL OPENINGS AND RECESSES NO SCALE:S801 C2 TYPICAL FOUNDATION WALL AT OPENING NO SCALE:S801 B1 TYPICAL SINGLE MAT REINFORCING MASONRY WALL ON CONCRETE FOUNDATION WALL NO SCALE:S801 C3 TYPICAL SINGLE MAT REINFORCING MASONRY WALL ON CONCRETE FOUNDATION WALL NO SCALE:S801 C4 TYPICAL MASONRY COLUMN ON CONCRETE FOUNDATION WALL NO SCALE:S801 A1 DECK AND LEDGER BEARING AT MASONRY WALL NO SCALE:S801 A2 BRICK LEDGER AT MASONRY LINTEL NO SCALE:S801 B2 TYPICAL UTILITY PAD DETAIL NO SCALE:S801 B3 TYPICAL PRE-FAB TRUSS OR JOIST AT EXTERIOR MASONRY WALL NO SCALE:S801 B4 TYPICAL JOIST/DECK BEARING AT INTERIOR MASONRY WALL NO SCALE:S801 B5 DECK BEARING AT EXTERIOR MASONRY WALL NO SCALE:S801 C5 TYPICAL DOUBLE MAT REINFORCING MASONRY WALL ON CONCRETE FOUNDATION WALL NO SCALE:S801 D2 TYPICAL CORNER WALL REINFORCING FOR SINGLE REINFORCED CONCRETE WALLS (PLAN VIEW) 3Sept 10, 2012Addendum 3 09/10/2012 1'4" (406mm) 1' 4 " ( 4 0 6 m m ) 2'0" (610mm) 2'0" [610mm] 2'6" [762mm] 1' 7 " [ 4 8 3 m m ] 2' 0 " [ 6 0 9 m m ] 10" [254mm] 1'0" [305mm] 2 3 / 8 " [ 6 1 m m ] 8 1/2" [216mm] 6" [ 1 5 0 m m M I N ] 10 " [ 2 5 4 m m ] 2'10" [864mm] 3'0" [914mm] 2'4 " [ 7 1 2 m m ] 3'0" [914mm] 8 1 / 4 " [ 2 1 0 m m ] 1'0" [305mm] 22° 1'10" [559mm] 2'6" [762mm] 2'0" [610mm] 1'4" [406mm] 2'0" [610mm] 1' 4 " [ 4 0 6 m m ] 2'10" [863mm] 2'0" [610mm] 2' 0 " [ 6 1 0 m m ] 2'10" [863mm] 1'10" [559mm] 2' 6 " [ 7 6 2 m m ] 1'6" [457mm]2'8" [813mm]1'4" [406mm]4'0" [1219mm]4'2" [1270mm]5'2" [1575mm]4 1/4" [108mm]2'0" [610mm]1'4" [406mm] SC A L E : N T S SC A L E : N T S SC A L E : N T S SCALE: NTS SC A L E : N T S SC A L E : N T S DR O P D O W N M O N I T O R MONITOR ABOVE DOORMONITOR MOUNTING POCKET (TYP 2)40" DIAG LCD MONITOR (VENTILATION REQUIRED)EJ112, A/EJ610 RE T R A C T E D P O S I T I O N POWER & SIGNAL OUTLET BOXES EJ610, C/EJ510DOORLCD MONITOR MOUNTED IN WALL POCKET (VENTILATION REQUIRED)EJ112 LC D L I F T MO T O R A N D CO N T R O L L E R MO N I T O R E N C L O S U R E (V E N T I L A T I O N RE Q U I R E D ) LC D M O N I T O R PO W E R & S I G N A L OU T L E T B O X E S B/ E J 5 1 0 LC D M O N I T O R EX T E N D E D P O S I T I O N EJ 1 1 2 , A / E J 6 1 0 MA I N V E I L DR A P E R Y HI N G E D M A I N T E N A N C E OP E N I N G F O R V E N T I L A T I O N 3" x 2 2 " U N O B S T R U C T E D OU T L E T B O X E S IR P O W E R & S I G N A L WA L L M O U N T CL O T H A N D F R A M E RE M O V A B L E G R I L L E A, B / T A 2 1 0 , E J 6 1 0 VE N T I L A T I O N H O L E DI S I R E M I T T E R 1" B L A C K D U C T L I N E R DIS IR EMITTER 11 / 2 " x 2 0 " V E N T S L O T MA T C H R O O M W O O D F I N I S H 3/ 4 " H W S T O C K T O AC C E S S ( B O T H S I D E S ) PL A N V I E W EN D V I E W FL O O R M O U N T DI S IR E M I T T E R OU T L E T B O X E S A / E J 6 1 0 , C / E J 5 1 0 IR P O W E R & S I G N A L DE S I G N E D B Y A R C H I T E C T IR E M I T T E R F L O O R B O X RE A R W A L L . S E E H / T A 5 2 0 , E J 1 1 2 BE H I N D S E A T I N G A T R E A R IR E M I T T E R O N F L O O R AC C E S S H O L E 11 / 2 " x 2 0 " 2" C A B L E SE C T I O N V I E W FR O N T & B A C K S I D E VE N T S L O T SU P P L I E D B Y C O N T R A C T O R (T Y P 2 ) RE M O V A B L E G R I L L E CL O T H A N D F R A M E AN G L E T O B E D E T E R M I N E D SE E A U D I O V I S U A L E N G I N E E R I N G SP E C I F I C A T I O N 1 . 0 1 . 0 1 B JB O X , S E E E J 1 1 2 , C/ E J 5 1 0 , F / T A 5 2 0 AL L O W S U F F I C I E N T S E R V I C E LO O P F O R M A I N T E N A N C E RE M O V A B L E G R I L L E CL O T H A N D F R A M E FR O N T S P E A K E R AN G L E T O B E D E T E R M I N E D SE E A U D I O V I S U A L E N G I N E E R I N G SP E C I F I C A T I O N 1 . 0 1 . 0 1 B RE M O V A B L E G R I L L E CL O T H A N D F R A M E AN G L E T O B E D E T E R M I N E D SE E A U D I O V I S U A L E N G I N E E R I N G SP E C I F I C A T I O N 1 . 0 1 . 0 1 B MA I N T E N A N C E A C C E S S D O O R (T O P L O A D S P E A K E R ) 3" A C O U S T I C A L IN S U L A T I O N FR O N T S P E A K E R RE M O V A B L E G R I L L E CL O T H A N D F R A M E 1" M E T A L B R A C K E T TY P 2 JB O X , S E E E J 1 1 2 , A, B , D , E / T A 2 1 0 & E J 6 1 0 1" B L A C K D U C T L I N E R ON A L L S U R F A C E S EX C E P T B O T T O M S H E L F AL L O W S U F F I C I E N T S E R V I C E LO O P F O R M A I N T E N A N C E 3/4" W O O D P R O D U C T WA L L M O U N T CE I L I N G M O U N T DU C T L I N E R AN D F R A M E FO R M A I N T E N A N C E AN G L E T O B E D E T E R M I N E D SE E A U D I O V I S U A L E N G I N E E R I N G SP E C I F I C A T I O N S 1 . 0 1 . 0 1 B CL O T H A N D F R A M E RE M O V A B L E G R I L L E IN S U L A T I O N 3" A C O U S T I C A L SI D E S P E A K E R CL O T H A N D F R A M E RE M O V A B L E G R I L L E E/ T A 5 2 0 , E J 6 1 0 , JB O X , S E E E J 1 1 2 , 1" B L A C K D U C T L I N E R SE R V I C E L O O P AL L O W S U F F I C I E N T AN G L E T O B E DE T E R M I N E D SE E A U D I O V I S U A L EN G I N E E R I N G SP E C I F I C A T I O N S 1 . 0 1 . 0 1 B EJ 1 1 2 , E J 6 1 0 , E / T A 5 2 0 JB O X , S E E E J 1 1 2 , LO O P F O R M A I N T E N A N C E AL L O W S U F F I C I E N T S E R V I C E GR I L L E C L O T H RE M O V A B L E SI D E S P E A K E R 1" B L A C K SI Z E T O B E D E T E R M I N E D SE E A V E N G I N E E R I N G SP E C I F I C A T I O N S 1 . 0 1 . 0 1 B C/ E J 5 1 0 AL T A R P A D R E M O V E A B L E F O R MA I N T E N A N C E A C C E S S JU N C T I O N B O X , S E E EJ 1 1 2 , A / E J 6 1 0 , C / E J 5 1 0 CU T 1 1 / 2 " ( 4 0 m m ) DI A . A C C E S S H O L E AL T A R C O N T R O L C U T O U T 13 / 4 " X 5 3 / 4 " (4 5 m m X 1 4 6 m m ) GW5450EpsonMain Proj.'VP' JUNCTION BOX LEAVE 6 FT (1525mm) CABLE TAIL EJ112, EJ610, H/TA520, C/EJ510US STYLE POWER POINT POWER FROM HVI PANEL IN AV ROOM 5/8" GYPSUM BOARD6" (150MM) DIAMETER PROJECTION PORTNOTE:ENCLOSURE REQUIRES 100 CFM HVAC WITH MAINTAINED TEMPERATURE BETWEEN 65°75° F (18°24° C)GW5450EpsonBackup Proj FOR MAINTENANCEREMOVABLE PANELSEE AUDIOVISUAL ENGINEERING SPECIFICATION 2.01.01WHERE APPLICABLEMAINTENANCE ACCESS DOOR SEE AUDIOVISUAL ENGINEERING SPECIFICATION 2.01.01 3/4" WOOD PRODUCT3° MAX TILTPROJECTOR(HALLWAY ACCESS SHOWN) A AL T A R I N T E R F A C E D SI D E S P E A K E R M O U N T I N G A R O O M E FR O N T S P E A K E R W A L L M O U N T A & B R O O M S FPROJECTORENCLOSUREA ROOM B IR E M I T T E R M O U N T I N G A & B R O O M S C AU X I L I A R Y M O N I T O R M O U N T I N G O P T I O N S DAVIDE.WES EMAN N PE11200117 STATE OFREGISTERED INDIANAPROFESSIONALENGINEER324 S. State St., Suite 400 Salt Lake City, UT 84111 8006787077 8013285151 fax: 8013285155 www.spectrumengineers.com SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 5956700 Telefax (801) 5956717 www.mhtn.com 07/31/2012 7/27/2012 3:23:47 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\cls\Documents\10075Elec Central_cls.rvt SECTIONS ALTAR, IR TRANSMITTER,SPEAKERS TA310Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTERDAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 20122011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 TYPE D CABLEBLACKCLEARSHIELDXLR MALE CONNECTOR PIN 3PIN 2PIN 1PIN 1 PIN 3PIN 2GND PINSOLDER END D TY P E D CA B L E XL R F E M A L E C O N N E C T O R BL A C K CL E A R SH I E L D PI N 3 PI N 2 PI N 1 PI N 2 PI N 3 PI N 1 GN D P I N SO L D E R E N D D BN C C O N N E C T O R TY P E A CA B L E A PI N 2 O R G PI N 1 W H T / O R G PI N 3 PI N 4 PI N 5 PI N 6 PI N 7 PI N 8 WH T / G R N BL U WH T / B L U GR N WH T / B R N BR N PIN 2 OR G PIN 1 WH T / O R G PIN 3 PIN 4 PIN 5 PIN 6 PIN 7 PIN 8 WH T / G R N BL U WH T / B L U GR N WH T / B R N BR N MA I N T A I N W I R E T W I S T A S C L O S E T O C O N N E C T O R AS P O S S I B L E T O A V O I D C R O S S " T A L K LA N C O N N E C T O R T5 6 8 B R J " 4 5 TY P E J CA B L E TY P E J CA B L E J J CBLACKWHITETYPEC CABLEBLACK TERMINALRED TERMINAL H TY P E H CA B L E BL A C K T E R M I N A L RE D T E R M I N A L BL A C K WH I T E R B Y W R B Y W WI R E # " C O L O R WI R E 1 " B R O W N WI R E 2 " R E D WI R E 3 " O R A N G E WI R E 4 " Y E L L O W WI R E 5 " G R E E N WI R E 6 " B L U E CO N N E C T I O N T Y P E N. O . D R Y C O N T A C T CO M M O N N. O . D R Y C O N T A C T CO M M O N N. O . D R Y C O N T A C T CO M M O N LI G H T L E V E L 0 LI G H T S O F F ( O F F ) LI G H T L E V E L 1 (S E T B Y O W N E R " O F F ) LI G H T L E V E L 2 (S E T B Y O W N E R " R O O M O N L Y ) SI G N A L T Y P E WI R E 7 " P U R P L E WI R E 8 " G R A Y N. O . D R Y C O N T A C T CO M M O N LI G H T L E V E L 3 (S E T B Y O W N E R " R O O M O N L Y ) WI R E 9 " W H I T E WI R E 1 0 " B L A C K N. O . D R Y C O N T A C T CO M M O N LI G H T L E V E L 4 (S E T B Y O W N E R " R O O M A N D V E I L ) CH A N N E L L L C H A N N E L M M RE L A Y P A N E L T E R M I N A L B L O C K S WA T T S T O P P E R P A N E L SE E E J 1 1 2 , E J 6 1 0 AD D J U M P E R S T O E N A B L E LI G H T I N G C O N T R O L F O R TR A I N I N G P R E S E N T A T I O N S WI R E # " C O L O R WI R E 1 " B R O W N WI R E 2 " R E D WI R E 3 " O R A N G E WI R E 4 " Y E L L O W WI R E 5 " G R E E N WI R E 6 " B L U E CONNECTION TYPE N.O. DRY CONTACT COMMON N.O. DRY CONTACT COMMON N.O. DRY CONTACT COMMONLIGHT LEVEL 0 (ROOM A)LIGHTS OFF (0 SECONDS)LIGHT LEVEL 1 (ROOM A)LIGHTS DIM (3 SECONDS)LIGHT LEVEL 2 (ROOM A)LIGHTS FULL (5 SECONDS)SIGNAL TYPE WI R E 7 " P U R P L E WI R E 8 " G R A Y N.O. DRY CONTACT COMMONLIGHT LEVEL 3 (ROOM B)ROOM LIGHTS FULL (0 SEC) WI R E 9 " W H I T E WI R E 1 0 " B L A C K N.O. DRY CONTACT COMMONLIGHT LEVEL 4 (ROOM B)ROOM LIGHTS WITH VEIL (0 SEC) C 1 2 3 4 5 INSTRUCTION ROOMS A & B DI M M E R C O N T R O L IN P U T T E R M I N A L B L O C K LU T R O N G R X " I O SE E E J 1 1 2 & E J 6 1 0 CC I " 1 CO M CC I " 2 CC I " 3 CC I " 4 CC I " 5 WI R E # " C O L O R WI R E 1 " B R O W N WI R E 2 " R E D WI R E 3 " G R E E N WI R E 4 " W H I T E WI R E 5 " B L A C K SI G N A L C O N N E C T I O N N. O . D R Y C O N T A C T CO M M O N NO C O N N E C T I O N N. O . D R Y C O N T A C T CO M M O N FU N C T I O N LI F T U P NO T U S E D LI F T D O W N MO T O R MO T O R C O N T R O L I N T E R F A C E TO E L E C T R I C A L P A N E L BR O W N RE D WH I T E FR O M L O W VO L T A G E IN T E R F A C E BO X SE E E J 1 1 2 & E J 6 1 0 BL A C K UP CO M M O N DO W N WI R E # " C O L O R WI R E 1 " B R O W N WI R E 2 " R E D WI R E 3 " G R E E N WI R E 4 " W H I T E WI R E 5 " B L A C K SI G N A L C O N N E C T I O N N. O . D R Y C O N T A C T CO M M O N NO C O N N E C T I O N N. O . D R Y C O N T A C T CO M M O N FU N C T I O N DR A P E C L O S E NO T U S E D DR A P E O P E N MO T O R MO T O R C O N T R O L I N T E R F A C E TO E L E C T R I C A L P A N E L BR O W N RE D WH I T E FR O M L O W VO L T A G E IN T E R F A C E BO X SE E E J 1 1 2 & E J 6 1 0 BL A C K CL O S E CO M M O N OP E N WI R E # " C O L O R WI R E 1 " B R O W N WI R E 2 " R E D WI R E 3 " G R E E N WI R E 4 " W H I T E WI R E 5 " B L A C K SI G N A L C O N N E C T I O N N. O . D R Y C O N T A C T CO M M O N NO C O N N E C T I O N N. O . D R Y C O N T A C T CO M M O N FU N C T I O N DR A P E C L O S E NO T U S E D DR A P E O P E N MO T O R MO T O R C O N T R O L I N T E R F A C E TO E L E C T R I C A L P A N E L BR O W N RE D WH I T E FR O M L O W VO L T A G E IN T E R F A C E BO X SE E E J 1 1 2 & E J 6 1 0 BL A C K CL O S E CO M M O N OP E N SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SC A L E : N T S SCALE: NTS SC A L E : N O N E SC A L E : N O N E SC A L E : N O N E SCALE: NONE A DR A P E R Y CO N T R O L C O N N E C T I O N S B MO N I T O R L I F T CO N T R O L C O N N E C T I O N S C DI M M E R C O N T R O L C O N N E C T I O N S D LI G H T I N G R E L A Y P A N E L C O N N E C T I O N S E SI D E S P E A K E R (L / R ) C O N N E C T O R FFRONT SPEAKER (L/C/R) CONNECTOR G AV N E T L A N C O N N E C T O R S H BN C C O N N E C T O R J XL R F E M A L E C O N N E C T O R KXLR MALE CONNECTORDAVIDE.WES EMAN N PE11200117 STATE OFREGISTERED INDIANAPROFESSIONALENGINEER324 S. State St., Suite 400 Salt Lake City, UT 84111 800"678"7077 801"328"5151 fax: 801"328"5155 www.spectrum"engineers.com SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 595"6700 Telefax (801) 595"6717 www.mhtn.com 07/31/2012 7/27/2012 3:23:47 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\cls\Documents\10075Elec Central_cls.rvt CONNECTOR WIRING DIAGRAMS TA520Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER"DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 20122011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 SC A L E : N O N E H/TA520 H/ T A 5 2 0 DE A D RG 6 ' F ' C O N N E C T O R XLR MALE CONNECTOR SEE K/TA520 BN C C O N N E C T O R S 8W A Y S P L I T T E R F O R ' T V ' D I S T R I B U T I O N MO U N T T O B A C K O F ' D E ' P A N E L B O X SU P P L I E D A N D I N S T A L L E D B Y O W N E R TYPE A CABLE RG6 'F' CONNECTOR BNC CONNECTORS TYPE D CABLE BL A N K C O V E R P L A T E XL R F E M A L E CO N N E C T O R S SE E J / T A 5 2 0 DE D I C A T I O N C O N T R O L RO O M 1 4 6 JU N C T I O N B O X SE E E J 1 1 0 , B / E J 6 1 0 12 " x 1 2 " x 6 " D E E P J U N C T I O N B O X (3 0 5 x 3 0 5 x 1 5 2 m m ) BL I N E 1 2 1 2 6 O R E Q U I V A L E N T 2 I N C H ( 5 0 m m ) C O N D U I T T O W I R E W A Y . SE E B / E J 6 1 0 ON E I N C H ( 2 5 m m ) C O N D U I T T O AV R O O M W I R E W A Y A B O V E CL O C K N E T W O R K R A C K AV ROOM 141A CLOCK NETWORK RACK SEE A,B/EJ610, B/EJ210 2 I N C H ( 5 0 m m ) C O N D U I T T O W I R E W A Y TY P I C A L 4 S E E A / E J 6 1 0 TO P O F S T E E L S T U D W A L L SE E A , B / E J 2 1 0 , A / E J 6 1 0 12"x12" (305x305mm) OPENING IN GYP ROCK BEHIND CLOCK NETWORK RACK. RG 6 C A B L E S T O ' T V ' B O X E S FO R ' T V ' D I S T R I B U T I O N . SE E B / E J 6 1 0 RG 6 ' F ' CO N N E C T O R A TY P E A CA B L E RG 6 ' F ' C O N N E C T O R 4" x 4 " ( 1 0 0 x 1 0 0 m m ) E L E C T R I C A L B O X MI N I M U M 3 " ( 7 6 . 2 m m ) D E E P WI T H S I N G L E G A N G M U D R I N G C/ X E 5 1 0 LE A V E 1 2 " ( 3 0 5 m m ) P I G T A I L SE E E J 1 1 0 , E J 1 1 1 , E J 1 1 2 , E J 1 1 3 , B/ E J 6 1 0 RF S I G N A L T A P TV O U T L E T C O V E R P L A T E SU P P L I E D A N D I N S T A L L E D BY C O N T R A C T O R TY P E A CA B L E A 3" ( 7 5 m m ) C O N D U I T FO R D E D I C A T I O N CA B L E S EJ 1 1 0 , E J 1 1 1 , E J 1 1 2 , E J 1 1 3 4" x 4 " S Q U A R E O P E N B A C K EL E C T R I C A L B O X W I T H DO U B L E G A N G M U D R I N G (R A C O 2 0 4 & 7 6 9 O R EQ U I V ) SC A L E : N O N E SC A L E : N O N E C DE D I C A T I O N C O N T R O L C O N N E C T I O N S B CE L E S T I A L R O O M D E D I C A T I O N C O N D U I T A DE D I C A T I O N T V M O N I T O R O U T L E T DAVIDE.WES EMAN N PE11200117 STATE OFREGISTERED INDIANAPROFESSIONALENGINEER324 S. State St., Suite 400 Salt Lake City, UT 84111 8006787077 8013285151 fax: 8013285155 www.spectrumengineers.com SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 5956700 Telefax (801) 5956717 www.mhtn.com 07/31/2012 7/27/2012 3:23:48 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\cls\Documents\10075Elec Central_cls.rvt CONNECTIONS DEDICATION OUTLET,DEDICATION CONTROL TA530Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTERDAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 20122011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 Lamp Gnd Switched 12vdc 12vdc In SC A L E : N O N E SC A L E : N T S CA B I N E T D O O R S PO W E R S U P P L Y CA B L E A C C E S S H O L E S CABINET FRONT LCD MONITOR 2" D I A . ( 5 0 m m ) HO L E CA M E R A A N D M O N I T O R CO N N E C T I O N S TABLE MONITORCAMERA ASSEMBLY B FO N T T A B L E W I R I N G D I A G R A M A FO N T T A B L E V I D E O S Y S T E M Co a x F +1 2 V D C I n VG A F VG A I n SV i d SV i d I n RC A F Vi d i n 15 " L C D M o n i t o r Fo n t T a b l e Te m p l e Te m p l e Fo n t T a b l e 5. 6 " L C D M o n i t o r Vi d I n RC A F Au d I n RC A F +1 2 V D C I n Co a x F BNCVid Out 2BNCVid Out 1 Co a x F +1 2 V D C BN C Vi d e o I n 1x2 VDA Te m p l e F o n t T a b l e BN C Vi d O u t Co a x F +1 2 V D C LC D C a m e r a Te m p l e F o n t T a b l e Te m p l e Fo n t T a b l e 12 V D C P o w e r S u p p l y 11 0 2 2 4 0 V A C 1 2 V D C 1 Ph x 3 p F Sw i t c h e d 1 2 V D C 2 Gn d 3 +1 2 V D C 1 1 mP h x 5 p F Gn d 1 2 3P +1 2 V D C 2 4 Gn d 2 5 +1 2 V D C 3 1 mP h x 5 p F Gn d 3 2 3P +1 2 V D C 4 4 Gn d 4 5 DAVIDE.WES EMAN N PE11200117 STATE OFREGISTERED INDIANAPROFESSIONALENGINEER324 S. State St., Suite 400 Salt Lake City, UT 84111 800267827077 801232825151 fax: 801232825155 www.spectrum2engineers.com SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 59526700 Telefax (801) 59526717 www.mhtn.com 07/31/2012 7/27/2012 3:23:49 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\cls\Documents\10075Elec Central_cls.rvt CONNECTIONS 2 FONT TABLE TA540Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTER2DAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 20122011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 CLOCK DISPLAY CS EJ110, EJ111, EJ112, EJ113, EJ610 RO O M P A N E L D I S P L A Y R P EJ 1 1 0 , E J 1 1 1 , E J 1 1 2 , E J 1 1 3 , A / E J 6 1 0 SC A L E : N O N E G/X520MOUNTING PLATE G/ X 5 2 0 MO U N T I N G P L A T E SCALE: NONE C RO O M P A N E L D I S P L A Y ACLOCK DISPLAY1 9/16" (40mm)8 1/2" (216mm)7" (178mm)1'0" (305mm)7" (178mm) 1 3 / 8 " ( 3 5 m m ) DAVIDE.WES EMAN N PE11200117 STATE OFREGISTERED INDIANAPROFESSIONALENGINEER324 S. State St., Suite 400 Salt Lake City, UT 84111 8006787077 8013285151 fax: 8013285155 www.spectrumengineers.com SHEET NUMBER 1 AB B CDE ACDE 2 3 4 5 1 2 3 4 5 ISSUED:MHTN PROJECT NO.SEAL DRAWN BY:CHECKED BY:SHEET NAMEDESCRIPTIONDATENO.CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT LAST REVISION DATE.DESCRIPTIONDATENO.MHTN Architects, Inc.420 East South Temple Suite 100 Salt Lake City, Utah 84111 Telephone (801) 5956700 Telefax (801) 5956717 www.mhtn.com 07/31/2012 7/27/2012 3:23:49 PM 116th Street & Spring Mill Road Carmel, Indiana 46032 C:\Users\cls\Documents\10075Elec Central_cls.rvt CONNECTIONS CLOCK & ROOM PANELS TA550Indianapolis Indiana Temple THE CHURCH OF JESUS CHRIST OF LATTERDAY SAINTS 1100% CONSTRUCTION DOCUMENTSJULY 31, 20122011507 100% CONSTRUCTION DOCUMENTS JULY 31, 2012 �asa3aNa �asa3aNa �asa3aNa �asa3aNa �asa3aNa �asa3aNa �asa3aNa