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HomeMy WebLinkAbout1J CITY OF CARMEL/CLAY TOWNSHIP Dept. of Community Services -- Building & Code Enforcement One Civic Square I" Floor; Carmel, IN 46032 PLAN AUTHENTICATION CERTIFICATIONS AND AGREEMENT As the authorized agent responsible for obtaining a permit or permits`, I certify that these plans are IDENTICAL to those released for construction by the Indiana Dept. of Fire &Building Servi I also understand that if it is determined that these plans are not identical, a STOP W® R will be served, as required under the Ordinances referenced below. Authorized t - e Printed Name 'Required under Chapter 7, Section 10 of the Carmel City Code, entitled "Building Code" and Section 29.4.2 and Section 29.4.3 entitled "Administration". Required by Carmel / Clay Township Zo Ing Ordinance, Section 31,1 entitled "Violations and Penalties". S:Permits/ Forms/AuthentStickerl1-01 % Date GERTIFIEL7 TH15__ 26TH DAY OF_FEBRUARY, 2002 yTA"M OI" ABBRFV I AT I ONS : ACOUST. ACOUSTICAL FT. FOOT, FEET RM. ROOM A.F.F. ABOVE FINISHED FLOOR FTG. FOOTING R.O. ROUGH OPENING ALT. ALTERNATE G.G. GENERAL CONTRACTOR RTU. ROOF TOP UNIT ALUM. ALUMINUM GA. GAUGE S.G. STRUCTURAL CONTRACTOR APPROX. APPROXIMATELY &ALV. GALVANIZED SCHED. SCHEDULE ARCH. ARCHITECTURAL GEN. GENERAL S.F. 50UARE FEET BD. BOARD 6L. GLASS, GLAZING, GLUE 5HT. SHEET BLDG. BUILDING GYP. BD, GYPSUM BOARD 51M. SIMILAR BLK. BLOCK H.B. HOSE BIB SPECS. SPECIFICATIONS BLKG. BLOCKING HG HANDICAPPED 50. 50UARE BM. BEAM HDA. HARDWARE 5.5. SERVICE SINK, B.O.S. BOTTOM OF STEEL H.M. HOLLOW METAL STAINLESS STEEL BR6. BEARING HORIZ. HORIZONTAL 5TO. STANDARD G.J. CONTROL JOINT HT. HEIGHT STL. STEEL G.T. CERAMIC TILE H.V.A.G. HEATING, VENTILATION 5TOR. STORAGE GAB. CABINET d AIR CONDITIONING 5TRUGT, STRUCTURAL CL. CLEAR, CENTERLINE INCL. INCLUDE SU5P. 505PENDED CLC. CEILING IN50L. INSULATION TELE. TELEPHONE CMU. CONCRETE MASONRY UNIT INT. INTERIOR T.O.5. TOP OF STEEL G.O. CLEAN OUT JT. JOINT TH. THICK(NE55) COL. COLUMN LAM. LAMINATED TYP. TYPICAL GONG. CONCRETE LAV. LAVATORY U.N.O. UNLESS NOTED OTHERWISE GON5T. CONSTRUCTION MA5. MASONRY URI, URINAL, CONT. CONTINUOUS MATL. MATERIAL V VOLT CONTR. CONTRACTOR MAX. MAXIMUM VCT. VINYL COMPOSITION TILE GPT. CARPET MECK MECHANICAL VERT. VERTICAL DEMO. DEMOLITION MED. MEDIUM W/ WITH DET. DETAIL(S) MFR. MANUFACTURER W.G. WATER CL05ET DIA., N DIAMETER MIN. MINIMUM WD. WOOD DN. DOWN MISC. MISCELLANEOUS AT. WE16HT DIM. DIMENSION M.O. MASONRY OPENING WH. WATER HEATER D.S. DOWNSPOUT M.S. MOP SINK WWF. WELDED WIRE FABRIC DW6. DRAWING MTD. MOUNTED EA. EACH MTL. METAL E.B. EXPAN51ON BOLT N.I.G. NOT IN CONTRACT E.G. ELECTRICAL CONTRACTOR NO., # NUMBER E.I.F.5. EXTERIOR INSULATION N.T.S. NOT TO SCALE FIN15H SYSTEM O.F.D. OVERFLOW DRAIN E.J. EXPANSION JOINT O.H.D. OVERHEAD DOOR ELEV. ELEVATION O.G. ON CENTER ELEC. ELECTRICAL OPN6, OPENING EQ. EOUAL OPP. OPPOSITE EQUIP. EQUIPMENT PL. PLATE ENC. ELECTRIC WATER COOLER PLA5. PLASTIC, PLASTER EXIST. EXISTING PLYWD. PLYWOOD EXP. EXPOSED, EXPANSION PTD. PAINTED EXT. EXTERIOR OUAK QUANTITY F.D. FLOOR DRAIN R RADIUS FIN. FINISH R.D. ROOF DRAIN FL. FLOOR REINF. REINFORCING FOUND. FOUNDATION REQ'D. REOUIRED F.5. FLOOR SINK REV. REVISION, REVERSE 13190 Hazel Dell Parkway Car !1 el, Indiana Architect Leech -Hens Iey Architects 1785 E. 126TH ST - FISHERS, I NI7IANA 46038 - (3 I �) 842- I ci3 Civil Engineer .00 Schneider Corporation HIST. FORT HARRISON 8Q01 OTIS AVE. - INDIANAP OL I S, INDIANA 46216 - (317) 826-7100 Deve I oiler Plum Creek Partners, L.L.G. 11111 LAKE SIDE DRIVE, FISHERS, INDIANA 46035 - (317) 841-7607 Contractor The Su I I ivon Corporation, Inc.. 152cici STONY GREEK WAY, NOBL SV I LLE, INDIANA 46060 - (317) 776-2770 SYMBOLS: C` CONCRETE CONCRETE MASONRY BRICK F I N I SHED WOOD 75' ROUGH WOOD, BLOCKING EXTERIOR INSULATION FINISH SYSTEM SECTION NUMBER SHEET NUMBER DETAIL NUMBER SHEET NUMBER ® NOTE REFERENCE ® DOOR REFERENCE BATT INSULATION RIGID INSULATION \/\/\ EARTH COMPACTED GRANULAR FILL k'g VICINITY MAF TO KOKOMO 146TH 136TH tl 51TE LOCATION o � G DRIVE 116TH ITO INDIANAPOLIS OWNER: Plum Greek Partners, L.L.G. Igll LAKESIDE DRIVE, FISHERS, INDIANA 460368 - (31i) 84q-7bOi BUILDING 5PR WURED: NO MAX. OCCUPANT LOAD: FROJECT INFORMATION: BUILDING CODE: Igq7 UBG WITH NOTICE: SITE PLAN INDIANA AMENDMENTS THE MATERIALS, EQUIPMENT, AND A55EMBLIES 5HOWN AND/OR SPEGIFIED BY THE GON5TRUCTION DOGUMENT5 ARE MINIMUM PLUMBING CODE: Igq7 UPC REQUIREMENTS OR PERFORMANCE 5TANDARD5. MECHANICAL GORE: 161% UMC, IT 15 EXPECTED THAT EACH SUBCONTRACTOR BE FAMILIAR WITH MEGH/ELEG/PLUM. PLAN LICENSING REQUIREMENTS, GOVERNING GODE5 AND LOCAL PRACTICES ELECTRICAL GODS: Igqb NEC, OR SHALL BECOME FAMILIAR WITH 5AME PRIOR TO GON5TRUCTION. BUILDIN6 AREA: 12,g50 5.F. FOUNDATION DETAILS CANOPY AREA: 1,010 5.F. ANY AND ALL GHAN6E5, REV1510N5 AMENDMENT; ERRORS AND/OR OM15510N5 TO THESE DOdJM IT5 SHALL 6E BROUGHT TO THE CONSTRUCTION TYPE: VN ATTENTION OF THE ARCHITECT AND OWNER PRIOR TO GON5TRUGTION. OC.CI PANCY &ROUP: M FAILURE TO DO 50 RELEA5E5 THE ARGHITEGT FROM ANY LIABILITY. BUILDING 5PR WURED: NO MAX. OCCUPANT LOAD: 'UI *I DRAA I NG INDEX: *I IVIL SITE PLAN PLUMSIN6/HYAG/ELEGTRICAL C 1.0 GI.O 51RUGTURAL MI.I MEGH/ELEG/PLUM. PLAN FOUNDATION PLAN TENANT FIN15H FI.I F2.1 FOUNDATION DETAILS TI.I TYPICAL TENANT LAY -OUT 51.1 STRUCTURAL PLAN T1.2 TYPICAL TENANT LAY -OUT 52.1 STRUCTURAL DETAILS T2.1 TENANT SPECIFICATION ARCHITECTURAL FLOOR PLAN &ENERAL 651 5PECIFICATIONS SPEC, IF I GATT ONS A L I GENERAL A2.1 ELEVATIONS 652 GENERAL SPEGIFIGATIONS A3.1 ROOF PLAN 653 GENERAL SPECIFICATIONS A3.2 ROOF FRAMING PLAN 654 GENERAL SPEGIFIGATIONS A4.1 WALL SECTIONS 655 GENERAL SPEGIFICATIONS A4.2 NALL SECTIONS 656 GENERAL 5PEGIFIGATIONS A4.3 HALL SECTIONS a A4.4 HALL SECTIONS ❑ A5.1 DETAILS A5.2 DETAILS 'UI *I LLL *I *I Z LU W Li N W Z Z O - J In U) � m z � o <t oz a a ❑ ❑ �z a -r. 1� --7- F-7 �a \ i (ID Approx. 1.46 Acres 63) OmUow W66 OmOot Approx. 1.85 Acres / / // Approx. 1.51 Acres ; Approx. 1.6Q Acres SITE DATA TOTAL BLDG AREA TOTAL FETAL W AREA V,"O S.F. PARKING SPACES PARKIN& RATIO 15 A 6JWD: 15PAGE/250 5F OF BLDG TOTAL PKQ REOID 62 SPACES TOTAL PKQ PROVOW 60 SPFIA CES - -- - DICAP MOTE THP5 %M PLAN 15 50HEMATIG AND 15 PROVIDED TO 5HOM1 APPROXIMATE AUREW AND LOCATIONS OR SIBS OF A BUILDING (OR BUILDM65) THAT WILL FIT ON THIS SITE C+IAN6ft MAY BE REaNZED ONCE A FINAL SURVEY MTN CURRENT BOUNDARP5, EA5&ENT5, R16 1T-OF-MIAYS AND VOIEN iIOMlS OR AFTER FMAL ZONMG FVY 15 COMPLETED. 12' CONCRETE WALK I 4 45-0 I I ! I - Phase Two 1 ! Approx. 1.15 Acres __,_ i I i 2HR. AREA 5EPERATION / FIRE WALL. m � 30' GREEN BELT—/ (01JI 5TER EWL05LRE5 Approx. 4.21 Acres 5 1 TE FLAN SCALP: 1 " = 50' �7 N. 29Z o�AR19400124: -{_ STATE OF V Z LuL__� f 1 Q Z N� , Co N r (O LZ '- N 0 (� 00 W tom. m ti DRAWING REVIEW ISSUE BUILDING AGENCY SUBMITTAL F E F-3'1)AR f 2f CONSTRUCTION BID/ISSUE REVISIONS r� !-3 A STATE REVIEW FU - DATE - nw aye -W." w -2b.0 5.21,31 pm E5T Fun SCALE PFA►w BY, 50*. r-5., vs Site Plan PROJECT W. x .w I :2 Z, 2 A-� --i, y y 4 /:2 2.1 F2.1 b'C40W-- BL" WALL REINFORCE WITH .1 F2.1 v F2.1 III -Ar, EACH QrV-- OF rVVMDr- Akkn EACH ---\ SIDE OF GA. 3' 4" 161�00 31 -Ib' -0'31-4m ibl1 31-4m 101-0" 31-4p 41-00 31-4" W-01 31-4N 311 4" IT -4" 31-48 12'-40 77'. F71, 777- 777 Pf:3 X Iq,-0, 20'-0* 2VI-08 20'-0' 20'-01 201-0 201-0 20'-0' 20'-0' 24'-0* 4a ► 'Ki GONTROL J0iNT5.,A"HEWA0NED 6ONTROL -10INT5 Ac) DIME%IONED 5EE DETAIL q/F2 5EE DETAIL cl/F2.1 (TYPJ b* UNG. BLOCK WALL REINFOR6E WITH (I)-% AT 48' O.G. F4 O --O F3 }� {- --- lO O F4 F L ISOLATION JOINTS 7 DETAIL b/F lDL4-,-NllLm A-Jlft I:? I - - i - F2.1 (5EE DETAIL b/F2T- 3411-40 401-0m 40, -ON rol-ow 24'-4, OL 100,.-00,. F2 'f TOP OF SLAB 4* 5LAB ON 6RADE ON 6 ML VAPOR BARRIER OVER 4' COMPACTED C-RANA-AR FILL 52.1 ? Tl KF2 Fl Fl) Fl) Fl) L W2 HF2 NV -2 W2 HF2 YF2 VF2 I,*F2 IoF2 _j W2 W2 L a 0 _j— -0. 51-4' 0- 18-06 1 co 10'-4' 61-811 41 4--b" 1-00 -00 (01-b" 21�00 2 / 12-4 24-00 2t-Ov (D F7 Ni -1 1 - —V!:L"4 I S ZFN - ---- -FS I %K 01 UF%I, 19, 2 u t-14 mai Zzz < Z Z q ONION - i uj p V v �v Foundation Plan No. =-C'AR19400124'.. % STATE OF ER- DRAWING REVIEW ISSUE A 2 BUILDING AGENCY SUBMITTAL f FFRIJAkr .:)i), (,02 CONSTRUCTION BIDASSUE REVISIONS 2 4 STATE REVIEW FILE - DATE - TVE 011 14bg ll-" q.m5lcnE5T PI -Orr 5GAE OPAM BY: 1/6, DSS bl-as 31-4" 41-04 ............ . . . . . . . . . . . -04 201-Ol 20'-0" 20'-0' 20'-0" 20'-0' 20'-0" 24'-4" .A4 185-00 o o a o o a aa(D FOUN=)IATI ON PLAN -- - _ - - --- --- -- SCi'EDI�E l SCALE: I/0" = 1'-0" WALL FOOTING 51 5-4% 11-0. (4)-#5 E.N. 1 I'-4'xl'-4" 445 VERT. 443 HOR. Fl 4-49- ib' -,Op 11-00 (4)-#5 E.W. I'-4'xl'-4" 445 VERT. 4-93 HOR. 2'-bg 2 - #5 DONT. Pf =3 -'a CONT. 1.-0. 2 - #5 CANT. lim hl-lft A,;, I :2 Z, 2 A-� --i, y y 4 /:2 2.1 F2.1 b'C40W-- BL" WALL REINFORCE WITH .1 F2.1 v F2.1 III -Ar, EACH QrV-- OF rVVMDr- Akkn EACH ---\ SIDE OF GA. 3' 4" 161�00 31 -Ib' -0'31-4m ibl1 31-4m 101-0" 31-4p 41-00 31-4" W-01 31-4N 311 4" IT -4" 31-48 12'-40 77'. F71, 777- 777 Pf:3 X Iq,-0, 20'-0* 2VI-08 20'-0' 20'-01 201-0 201-0 20'-0' 20'-0' 24'-0* 4a ► 'Ki GONTROL J0iNT5.,A"HEWA0NED 6ONTROL -10INT5 Ac) DIME%IONED 5EE DETAIL q/F2 5EE DETAIL cl/F2.1 (TYPJ b* UNG. BLOCK WALL REINFOR6E WITH (I)-% AT 48' O.G. F4 O --O F3 }� {- --- lO O F4 F L ISOLATION JOINTS 7 DETAIL b/F lDL4-,-NllLm A-Jlft I:? I - - i - F2.1 (5EE DETAIL b/F2T- 3411-40 401-0m 40, -ON rol-ow 24'-4, OL 100,.-00,. F2 'f TOP OF SLAB 4* 5LAB ON 6RADE ON 6 ML VAPOR BARRIER OVER 4' COMPACTED C-RANA-AR FILL 52.1 ? Tl KF2 Fl Fl) Fl) Fl) L W2 HF2 NV -2 W2 HF2 YF2 VF2 I,*F2 IoF2 _j W2 W2 L a 0 _j— -0. 51-4' 0- 18-06 1 co 10'-4' 61-811 41 4--b" 1-00 -00 (01-b" 21�00 2 / 12-4 24-00 2t-Ov (D F7 Ni -1 1 - —V!:L"4 I S ZFN - ---- -FS I %K 01 UF%I, 19, 2 u t-14 mai Zzz < Z Z q ONION - i uj p V v �v Foundation Plan No. =-C'AR19400124'.. % STATE OF ER- DRAWING REVIEW ISSUE A 2 BUILDING AGENCY SUBMITTAL f FFRIJAkr .:)i), (,02 CONSTRUCTION BIDASSUE REVISIONS 2 4 STATE REVIEW FILE - DATE - TVE 011 14bg ll-" q.m5lcnE5T PI -Orr 5GAE OPAM BY: 1/6, DSS bl-as 31-4" 41-04 ............ . . . . . . . . . . . -04 201-Ol 20'-0" 20'-0' 20'-0" 20'-0' 20'-0" 24'-4" .A4 185-00 o o a o o a aa(D FOUN=)IATI ON PLAN -- - _ - - --- --- -- SCi'EDI�E l SCALE: I/0" = 1'-0" WALL FOOTING PLAN �� (=burn 5ter Encl05Ure) SCALE: 1/51, 0118 11 dwg Fib 51 5-4% 11-0. PLAN �� (=burn 5ter Encl05Ure) SCALE: 1/51, 0118 11 dwg Fib 41-04 1 5-4% 11-0. (4)-#5 E.N. 1 I'-4'xl'-4" 445 VERT. 443 HOR. Fl 4-49- ib' -,Op 11-00 (4)-#5 E.W. I'-4'xl'-4" 445 VERT. 4-93 HOR. 2'-bg 2 - #5 DONT. Pf =3 2--,0- CONT. 1.-0. 2 - #5 CANT. ml MARK FOOTING 51ZE FOOTING REINFORCING WIDTH LENGTH DEPTH wl 21-0- DONT. 2'--b* 2 - #5 DONT. Yf 2 I. -6v CONT. 2'-bg 2 - #5 DONT. Pf =3 2--,0- CONT. 1.-0. 2 - #5 CANT. GENERAL NOTES I. FIN15H FLOOR ELE\/ATION = +100'-0" 2. TOP OF EXTERIOR FOOTING TO BE 8" BELOW FIN15H FLOOR (IJNO), 3. TOP OF INTERIOR FOOTING TO BE 8" BELOW FINISH FLOOR (UNO). 4. FOR MASONRY OPG. LOGATION AND 51ZE, SEE ARCH. PLANS. 5. TOP OF EXTERIOR PILASTER TO BE b" BELOW FIN15H FLOOR. PROJWT NO. Qlag GENERAL NOTES CONCRETE REINFORCED CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (AGI 318). BY THE AMERICAN GONGRETE INSTITUTE. REINFORCING BAR DETAILING, FABRIGATIN6, AND PLAGIN6 SHALL CONFORM TO THE AGI STANDARDS: SPECIFICATIONS FOR 5TRU( TURAL CONCRETE FOR BUILDIN655 (AGI I), DETAILS AND DETAILING OF CONCRETE REINFORGEMENT_j LI 315), AND THE MANUAL OF ENGINEERING AND PLACING DRAWIN65 FOR REINFORCED GONGRETE 5TRUGTURE5 (AGI 315R) BY THE AMERICAN CONCRETE INSTITUTE. THE LATEST EDITIONS OF CONCRETE REINFORCING STEEL INSTITUTE'S REINFORGIN6 BAR DETAILING AND PLACING REINFORGIN6 BARS MAY AL50 BE USED. 5LA85 ON GRADE SHALL BE CONSTRUCTED IN ACGORDANGE WITH AGI 302.I1R. ALL CONCRETE SHALL BE PLACED IN AGGORDANGE WITH THE LATEST EDITION OF COLD j^ ATHER GONCRETI% (AGI) BY THE AMERICAN CONCRETE INSTITUTE. AN ADDITIONAL SET OF CONCRETE TEST CYLINDERS SHALL BE MADE IF THE OUT5IDE TEMPERATURE 15 EXPECTED TO FALL BELOW 40 DE6REE5 FOR 24 HOURS AFTER THE POUR. THESE CYLINDERS SHALL BE STORED IMMEDIATELY ADJACENT TO THE BUILDING CONCRETE AND COVERED UNDER THE SAME PROTECTION. SPECIAL GURI% BOXES ARE NOT PERMITTED FOR THESE TEST CYLINDERS. MINIMUM CONCRETE COMPRESSIVE 5TREN6TH (f'G) AT 28 DAYS: FOOTINGS 3000 P51 5LA85 ON GRADE 3000 P51 GURBS, 51DEWALK5, 4 SLABS EXP05ED TO DE-IGER5 4000 P51 ((gt ENTRAINED AIR BY VOLUME) CONCRE INEOROEMENT: DEFORMED BARS - NEW BILLET STEEL GOMPLYIN6 WITH A5TM A615-85 AND HAVING A MINIMUM YIELD STRENGTH OF 60,000 PSI. WELDED WIRE FABRIC - SMOOTH WIRE FABRIC GOMPLYIN6 WITH A5TM A185. CONCRETE COVER IN FOOTINGS SHALL BE 3"; ALL OTHER PARTS SHALL HAVE 2" COVER, UNLESS OTHERWI5E NOTED. UNLE55 OTHERWISE SHOWN OR NOTED, 5PLIGIN6 OF REINFORGIN6 BAR5 SHALL CONFORM TO THE REQUIREMENTS OF THE M05T CURRENT AGI BUILDING CODE. EOUNDA►TI ON5: ALL EXTERIOR FOOT I NC75 TO BE 3'-0" MINIMUM BELOW FINISH GRADE AND ON UNDI5TUIRBED SOIL. THE EXCAVATION FOR EACH FOUNDATION SHALL BE INSPECTED BY A QUALIFIED GEOTECHNICAL ENGINEER TO INSURE THAT THE DE516N 501L PRE55URE5 MAY BE OBTAINED. DE516N NET 501L PRESSURE: SPREAD FOOTINGS: 2000 P51F WALL FOOTIN65: 2000 P5F MASONRY: ENGINEERED CONCRETE MA50NRY HAS BEEN DE516NED IN ACCORDANCE WITH RHE LATEST EDITION OF THE BUILDING CODE REQUIREMENTS 4 FOR CONCRETE MASONRY STRUCTURES (AGI 531), BY THE AMERICAN CONCRETE INSTITUTE. CONCRETE MASONRY GONSTRUGTION SHALL CONFORM TO ALL REQUIREMENT5 OF THE M05T CURRENT EDITION OF SPECIFICATION FOR CONCRETE MASONRY CON5TR TITION (AGI 531.1) PUBLISHED BY THE AMERICAN CONCRETE INSTITUTE. DE516N MASONRY COMPRESSIVE 5TREN6TH (f 'n) SHALL BE 1350 P51. MA50NRY NEOROEMENT: BOND BEAMS AND VERTICAL REINFORCEMENT IN BLOCK GORES: 4 NEkq BILLET STEEL GOMPLYI% WITH A5TM Ab15-85 AND HAVIN6 A MINIMUM YIELD 5TREN6TH OF 60,000 P51. a� Iy UNLE55 OTHERWI5E NOTED, MASONRY GORES (WHERE SPECIFIED ON DRAWINGS) AND BOND BEAMS SHALL BE FILLED WITH CONCRETE MEETING THE FOLLOWING REQUIREMENTS: 2500 P51 28 -DAY COMPRE551VE STRENGTH; 3/4" MAXIMUM AGGREGATE SIZE; AND 7" MAXIMUM SLUMP. PROVIDE BEARIN6 PLATE WITH TWO 1/2" X 1'-2" HOOKED ANCHOR BOLTS AT BEAMS BEARING ON MASONRY. SEE FRAMING PLAN FOR PLATE SIZES. SPACE BOLT5 AT BEAM 6A&E. BEARINGS FOR BEAMS, LINTELS, JO15T5, ETC. SHALL BE SOLID MASONRY UNITS OR HOLLOW MA50NRY UNITS WITH GORES FILLED SOLID WITH{ CONCRETE. 31 $. SAWED OR PREMOLDED - -- JOINT FORMED KEYWAY � GON5TRXTION JOINT j JOINT 5EALANT \. %4" or JOINT FILLER NOT TO BOND W/ SEALANT -- - CONCRETE OR GROUT CONCRETE FLOOR 5LAB UJ U- CONTROL JOINT TYF I GAL. 5L.A5 ON ORAr: E JOINTS 5GALE I V2" = 1 -O" TY1' 1 GAL. INTERIOR 6 COLUMN i:�ETA I L. 2' 5GALE 3/411 = 1'-O" ORMED EXPANSION ERIAL a EDGE OF +100'-0' FIN. FLOOR INTERIOR GOLUMN FOOTING, 5EE FOUNDATION PLAN £T FOR ANCHOR BOLT PLAN x VERTIGAL REINFORGIN6 - 5EE 5TRUGTURAL PLANS V2' EXPAN51ON JOINT MATERIAL 4" GONG. SLAB OVER b MIL VAPOR BARRIER AND MIN. 4" GRANULAR FILL Y FINISHED FLOOR Z. Y n DOWELL TO MATCH VERTICAL GONGRETE FOOTING • WALL REINFORCING (5EE FOUNDATION PLAN) �� b Y LU 7Y1= 1 GAL. INTERIOR 3 �AL.L. fOUNr;�A71ON 5GALE 3/4" = I' -O' CONTROL JOINT EXTERIOR TYF I GAL. COLUMN 15CL.AT I ON JO 1 NT5 5GALE 3/4 - I' -O" FILL W/ GONGRETF OR 1/2" PRE FORMED 151 JOINT MATERIAL FIN. FLOOR 2" X 24" R1611) PERIMETER IN t� GONGR (5EE FC ,g EEL GOLUMN 1 1/2' 1 1/2" STEEL GOLUMN LEVELIN6 f BEARING PLATES 4 - 3/4"' (P X 1'-3" ANCHOR BOLTS (A36) PLAN 5EGTION 3" TY1= 1 GAL. ANCHOR BOLT 5ETT I NG OETA I L. 5GALE 3/4" = 1'-0" #4 ® 24" O.G.x2'-O" 4" GONG. 5LAB OVER b MIL VAPOR BARRIER AND MIN. 4" GRANULAR FILL BRIGK J THI5 SHEET FOR ,HOR BOLT PLAN o 2"x24" R1611? PERIMETER IN50LATIO D m 7" fiF I GAL. EXTERIOR COLUMN I;)ETA I L. 2' 5GALE 3/4" = 1'-0" V2' EXPANSION JOINT MATERIAL 4" GONG. SLAB OVER b MIL VAPOR BARRIER AND MIN. 4" GRANULAR FILL OL FINI5HED FLOOR L W u 2" X 24' RIGID PERIMETER IN50LATION GONGRETE FOOTING (5EE FOUNDATION PLAT VERTICAL REINFORGIN6 - 5EE 5TRUGTURAL PLANS n I Y DOWELL TO MATGH VERTICAL WALL REINFORGIN6 m TYF I GAL. EXTERIOR AAL.L. F-OUNr;�ATION 5GALE 3/4" = 1'-0" 16 V2' EXPAN51ON JOINT MATERIAL W/ POURED ELA5TOMERIG POLYMER 5EALANT TOP 2'-O" #4 ® 24" O.G. 2'-0" �J \ GONGRETE FOOTING (5EE FOUNDATION PLAN) m 7Y1' 1 GAL. �=OUN=7A71 ON �NAL.L. AT I700R5 5GALE 3/4" = 1'-0" TOP OF CHANNEL PER ARCH. PLANS Gbx82 o 4'-0' O.G. T- 3/8xbx8' o 4'-0" D.G. W/ 4- 1/2' �P H.5A. 4' GONG, 5LAB OVER b MIL 1/2' EWAN51ON JOINT MATERIAL W/ POURED ELA5TOMERIG POLYMER VAPOR BARRIER AND MINIMUM w j 4'' GRANULAR FILL +100'-0" Q �,• FIN. FLOOR z"t �� 6J \ n 2'X24'R1610 #4 0 24' D.G. x 2'-0' U)m a PERIMETER I1151)LATION _z' F) « w r— m CONCRETE FOOTING (5EE FOUNDATION PLAN % No. wlg4001244 STATE OF _ 11/Fll���`�`_.e.. Imp— b W 1/2' EWAN51ON JOINT MATERIAL W/ POURED ELA5TOMERIG POLYMER O w j 5EALANT TOP 4' GONG. 51 DEWALK W/ b X b WWF Q �,• (WI A X WI A) OVER MIN. 4' 6RANAAR z"t �� �00 Zzz f #4 0 24' D.G. x 2'-0' U)m a LZ x tris _z' F) w r— U-) DRAWING REVIEW ISSUE g k � k k A BUILDING AGENCY SUBMITTAL FEBRUARY 26, 2002 CONSTRUCTION BID/ISSUE QREVISIONS L� k z ' 0 ' l� t 5 STATE REVIEW 010+21,*49 10-18-01 5.001 pin EST DONT. W Q , t� I #5 DONT. 21-011 REINFORGIN6 ROD 0 2'-0" O.G. "oil b . Foundation Details TYF I GAL. 570REfRON7 ^AL.L. r-OUNI;�ATION 5GALE 3/4" = 1'-0" i b 1/2' EWAN51ON JOINT MATERIAL W/ POURED ELA5TOMERIG POLYMER O w j 5EALANT TOP 4' GONG. 51 DEWALK W/ b X b WWF �,• (WI A X WI A) OVER MIN. 4' 6RANAAR �� FILL. 51 -OPE 1/4" PER FOOT. DOWEL INTO 5LAB AT 2'-0" O.G. Zzz f #4 0 24' D.G. x 2'-0' a DONT. W Q , t� I #5 DONT. 21-011 REINFORGIN6 ROD 0 2'-0" O.G. "oil b . Foundation Details TYF I GAL. 570REfRON7 ^AL.L. r-OUNI;�ATION 5GALE 3/4" = 1'-0" i 150 PLF 205 PLF (DU q 8 q 52.1 ,!j�E}�'j��`'�� 52. 52.1 s JO15T EY�4J s 0 EN4-D5 W x3xl/4 FOIST r"/ Ex93x / l O �ttv5 4 -' PREGA5T COW RETE `-'� -' PRECAST CONCRETE LINTEL W 44x4xi/4- r-1 +101'-4" 45x3xi/4 GOVT. LINTEL w/ �S4x4xl/4 + EL. +II__. .. 1x98 --4 x2xl/4 GO ± . L3x3xl/4 3/4'0 SL I AWAOR5 0 24' O.G. =' 6TRE5 50LID >IGie WHO15I PREGA5T CONCRETE LINTEL w/ 44x4xl/4 •IG CAI E TE1ED PREGA5T GONGRETE LINTEL w/ 44x4x1/4 EL. +101'-4" E- WBxib w/ 1/4x9xG04T. EL. +109'-4' PLAN (1;)urnpstar rznc I osure) 5GALE: 1/8" = 1'-0" q O EN05 K/ 45x3xii//4 I PREGA5T �V4 CONT. LINTEL W 44x4xxi/4 .� LINTEL K/ 4C� xR 14 EL.+101'-4- j 101-4 '} JB. 113'-4 7x9.8 3x3xl/4 W /400 5LV NGHORS c 24. O.G. C10F E5 SOLID LINE OF ROOF OVERHANG. II Ii ANG k34i20K 5P3 _ ( 120K 5P31 I I 20K 5P3 4 m I 5111. I I I I I i I I I I I I I i I I I I 52.1 i � 4 \ \ iF 71 T,77 7 T I I / 36V& 8.2K 36VC, 4 82K JB. +114'-0 3/4' JB. +114'-0 3/4* BV64'-0 3/4 36V6 82K 24 5N 8.2K j} G2 Q GI ry ( f GI 2 4 GI JB. +114'-0 3/4' Q GI JB. +114'-0 3/4' I I I O 401-0. I I i 52.1 40'-0" I I I I I ,I I I I G2 40 -0 24 -4 I I L 20K 5P2 2oK5Pl w EXTE ENDS. -_-20K 2 - 20K5PI EXTENDEV ENDS 20K5P2 c 0 ,� - - - --- / 5'-0* N 5PAGI = 5-0" 5-0'1 I ( 11/2' 22 I AGE METAL I I I 52.1 52.1 I I;, G 1x J2+4OL. o ROOF DEGK Cr -(P) G4" Ob(x" o) h(r YP I I I ( I I Ac? ~ + G1xq 8 I ( G1xq b I • ` l _� °_ -' % `:' ( �i11/4 GON11. I-42x2x1/4 LNT. x22 4 2�f114 2 (J ±(14'-9I/2Y�14x22 G2 .WI x22 (J-5 14' q 112') WI4x221 B. +114'-9 I WI4x22 G2 WI4 (JB. +114'-q I/2") WI4x2 WI4x2 (J.B. +114' I/2" \ \ 45x3 1/4 CONT. . r + _ Q Q x3x1/4 G3 . C, Q Wbx10 (TOP) ; Q � 8�C /_ /4'xl-3' 1� Y W8x10 (TOP) LINE OF ROOF OVERHANG. _ (BEL : - - - -- - o GI - 8 8x1/4 w/ 1/4'x1 3" fE B - - - - - - -- -_ r- - G3 r , GOVT. 9' ON 44x4x1I4 GON'f. . - ---___ -___.. __- .. _.- .. -- %•, GI 01 -- W8x10 (TOP) _ s 44x4xl/4 DONT. 44x4xi/4 CONT. T5 8x8x1/4 w/ 1/4"xl-3" Ie ` W8x10 (TOP) GI GI "� C.ONt. (81i01^U -- T5 bxbxxl/4- w/ 1/4'x1-3" R 10 a / 10' 8" / 8'-8" LINE OF ROOF Gh`ERHAN6. 11'-4" 8'-8" OYU 8' 8 �/ •�' • / 8" 52.1 8l/ 8 8 �, IS -8 8 // Iq'-4" y 20'-O" �, 20'-0' / 20'-0" / 20'-0' 20'-0" / 20'-0" / 20'-0" / 24'-4" / / 05-0" 0 52.1 0 (Da 0 5 52.1 6 o 0 8 b 0 0 52.1 0 STRUCTURAL PLAN 5GALE: I/8" = 1'-0" 625 ibs. (DU 625 lbs. (DU 1 b25 Itis. (DLI 625 P05. (DL) j b25 lbs. (OL) 625 lbs. (EX) 625 lbs. (W 150 PLF (LL) b25 ibs. (LL) 1625 bs. (LL) 150 PLF (LU i b25 his. (LL) 150 PLF (W 625 lbs. A I I 625 lbs. (DLJ 150 PLF (W 625 Ib5. (Uj - - -_-_- ---- _ 6251bs. (DU 6251bs. (DU 625 ibs. (W 80 PLF (DU i 80 PLF (DL) 625 lbs. (LL) bO PLF (DLJ b25 Ib5. (W 80 PLF (DU 1750 . (DL) 1150 lbs. i 625 bs. OU 625 lbs. (L.0 qO PLF W- 2110 PLF (LW 205 PLF (txj 625 M516N 5ET FOR 625 bs. (W OM ONP LAN. OR b25 1195. (OL) b25 bs. (LL) 90 PLF 2410 PLF (W 16251bs. (DU CON- PLF 625 lbs. (L1_) DESIGN 5ET FOR G WHERE GENTRATED LOAD 5HOH4 ON PLAN. 150 PLF (W 625 lbs. VU b25 Ibs. (LI-) 410 PLF PLF (LL) 25 lbs. (DU 80 PLF 25 Ib5. (W b25 bs. (DU 625Ibs. (LU 410 PLF PLF (I -L) 25 lbs. (Dl.) bO PLF 25 Ib5. (LL.) / 101-0" / / 101-0" 10'-0" / 10'-0" / 2QK-5P2 20K 54 20K 5P3 2052 rni ,-awy 1-8-0) a:so Cm Esq . / (91-0m / 6251bs. (DU MARK 6251b5. (LU BASE PLATE ' 240 PLF (LL) I 1501bs. (DU 7501bs. (L) / 24'-4' / 101-0" / / 34'4 / b,-0" / ^� b, -0"20K X11 I DE516N EXTENED EN05 AND JOISTS FOR TW LOADS 5HOM MOVE. EXTB.ND V GENERAL NOTE5 I. ALL DIMENSIONS SHOWN PERTAINING TO EXISTING CONDITIONS SHALL BE VERIFIED IN THE FIELD. 2. IN THE CASE OF ANY DI5GREPENCIE5 BETWEEN THE DRAWIN65 AND THE EXISTING CONDITIONS, THE ARGHITEGT SHALL BE NOTIFIED IMMEDIATELY. 3. ALL BEAMS SHALL CONFORM TO A5TM A512, 6850 4. ALL STEEL TUBE COLUMNS SHALL CONFORM TO ASTM A500, GRADE "B". 5. PROVIDE HORIZONTAL BRID61N6 IN ACCORDANCE WITH 5-11 5PEGIFICATION5. 6. VERIFY 51ZE AND LOCATION OF MECHANICAL UNITS WITH MECHANICAL CONTRACTOR. COLUMN SCHEDULE MARK 51ZE BASE PLATE ANCHOR BOLT LEVELING PLATE GI G2 G3 T5 5" x 5" x 1/4" T5 4" x 4" x 1/4" 12" x 12" x 3/4" 10" x 10" x 3/4" 4 - 3/4" m 4 - 3/4" 4) 4 - 3/4" 3/4" x 12" x 12" 3/4" x 10" x 10" 3/4" x 131'x 13" 751" x l" x 1/4" 13" x 13" x 3/4" \L.EEN No. =� AR19400124' --<- STATE OF P DRAWING REVIEW ISSUE z } 4 " BUILDING AGENCY SUBMITTAL CONSTRUCTION BID/ISSUE REVISIONS 2 " a 4 S STATE REVIEW FILE - DATE - TIM 011851 I circ it B -0I 9.50 31 an EST PLOT 5CI&E DRAM BY. 1�8' • I'-0' DSS An Structural Plan 51.1 mwwwr mm 020 :.tin^ a m .r•`.:: x� Y w .':.yM`. ). ..-:� _ .&.. .- S� `R., 'M_' _. .,. � ''.��p .. .Qp THE BUILDING STRUCTURE HAS BEEN DE516NED IN ACCORDANCE WITH INDIANA UUNIIFUNIFORM BUILDING GORE - 1991 EDITION. RDO LOADS LIVE LOAD 30 P5F DEAD LOADS 16 P5F STRUCTURAL STEEL STRUCTURAL 5TEEI DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO THE AI5G 5PE61FIGATION FOR 5TRUGTURAL STEEL BUILDINGS, LATEST EDITION WITH AMENDMENTS, AND THE A15C CODE OF STANDARD PRACTICE FOR STEEL BUILDIN65 AND BRIDGES, LATEST EDITION WITH AMENDMENTS. ERECTOR SHALL MAINTAIN ADEGUATE TEMPORARY BRAGIN6 IN EACH DIRECTION UNTIL DIAPHRAGM AND LATERAL BRACE CONSTRUCTION 15 COMPLETED. STRUCTURAL STEEL ROLLED SHAPES AND PLATES SHALL CONFORM TO A5TM A36. STRUCTURAL STEEL TUBING 5HALL CONFORM TO A5TM A500, GRADE B. ANCHOR BOLTS SHALL CONFORM TO A5TM A512, GR 50. 5TRUGTURAL STEEL SHALL BE SHOP -PAINTED WITH A RUST INHIBITING PRIMER. DE516N CONNECTIONS IN AGGORDANCE WITH THE LATEST A15G SPECIFICATIONS AND MANUAL OF STEEL CONSTRUCTION. BOLTED CONNECTIONS FOR STRUCTURAL STEEL MEMBERS 54ALL BE MADE WITH 3/4" DIAMETER HIGH 5TREN6TH BOLTS, GONFORMIN6 TO A5TM A325. WELDING PRO(EPURE5 SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN WELDING 50GIETY'5 (AWS) STRUCTURAL WELDING CODES FOR: STEEL AN51/AW6 0I.1, SHEET STEEL AN51/AW6 01.3 AND REINFORGIN6 STEEL AN51/AW5 DI/4. STEEL. DECK PROVIDE AND ERECT STEEL DECK IN ACCORDANCE WITH THE LATEST EDITION OF THE STEEL DECK INSTITUTE'S SPECIFICATIONS AND CODE OF STANDARD PRACTICE. DECK MANUFACTURER SHALL PROVIDE ALL ROOF DECK AGGE55ORIE5 INGLUDIN6 GLO5URE5, 5UPPLEMENTARY FRAMING, AND SUMP PANS. STEEL ROOF DECK AND ACCESSORIES SHALL BE 6ALVANIZED, ALUMINIZED OR SHOP PAINTED WITH RUST INHIBITING PRIMER. 5TEEL JOISTS STEEL BAR JOISTS SHALL BE DESIGNED, FABRICATED, ERECTED AND BRACED IN AGGOROANGE WITH THE LATEST STEEL J015T INSTITUTE (5JI) SPECIFICATIONS. STEEL JOISTS SHALL BE FABRICATED IN ACCORDANCE WITH THE DE516N SPECIFICATION 5HOWN FOR EACH JOIST ON THE DRAWINGS. THE DE516N SPECIFICATIONS FOLLOW THE FORM: DD K TL/LL WHERE DO INDICATES THE MAXIMUM J015T DEPTH, K INDICATES THE JOISTS SERIES, TI -AL INDIGATE5 THE DE516N TOTAL LOAD AND LIVE LOAD RESPECTIVELY IN POUNDS PER LINEAL FOOT. DEFLECTION DUE TO LIVE LOAD SHALL BE LIMITED TO 1/360 OF THE J015T SPAN. WHERE BEARING DEPTH, LENGTH AND END ANGHORA6E5 FOR STEEL JOISTS ARE NOT SHOWN OR NOTED, PROVIDE ANGHORA&E5 A5 REGUIRED BY THE 5-11 SPECIFICATIONS. HORIZONTAL BRIDGING AND DIAGONAL BRIDGING FOR STEEL JOISTS SHALL BE LOCATED AND DE5I6NEI7 A5 REQUIRED BY THE 5JI SPECIFICATIONS. BRIDGING MEMBERS SHALL BE CONNECTED TO THE J015T CHORDS BY WELDING OR OTHER MECHANICAL MEANS. THE ENDS OF BRI06IN6 LINES TERMINATING AT CONCRETE BLOCK WALL5 OR STEEL BEAMS 5HALL BE 5EGURELY ANCHORED THERTO AT TOP AND BOTTOM CHORDS. HAN6ER5 AND OTHER SUPPORTS FOR MECHANICAL, ELECTRICAL, OR PLUMBING 5Y5TEM5 SHALL BE LOCATED AT THE INTERSECTION OF THE CHORD AND WEB MEMBERS. CONCENTRATED LOADS IN EXGE55 OF 200 POUNDS MUST BE REVIEWED BY THE STRUCTURAL ENGINEER. WHERE COLUMNS ARE NOT FRAMED IN AT LEAST T110 DIRECTIONS WITH STEEL BEAMS THE J015T AT THE NEAREST COLUMN LINE 5HALL BE BOLTED TO 5UPPORTIN6 MEMBERS DURING ERECTION 4 5x3xu4" CONT. LLH MELD MELDED TO STEEL JOIST. 3" 1/2" y3 1/2 / 3f4" 13/4" 3xbxU8" BRACKET 3 1/2" WIDE BOLTED TO EVERY 5th TRU55 (2) 1/2" rD BOLTS s ' m m T. :�ETA I L No SCALE k5 REWIRED BY JOI5T SUPPLIER SECTION NO SCALE AW E5 4 3X3XI/4 CONT: (5EE FLAW ANCHOR III 5/16'X4"X4'w/ 1/2'0 _ SLEEVE ANCHOR AT BRIDGING 6ROUT CORE5 SOLID AT 5L.EEVE ANCHORS 5ECTION NO 5GALE ELEV. VARIB SEE )NT. BOND REAM W CONT. 05 RE3AR. PER FW PLAN STABILIZER to 3/4 2 SECTION NO 5GALE I� ,I MELD VERTICAL TE6 i 3 OF ANGLE TO TUBE. Glx9B 0 24 O.G. MELD TO EACH --- -- J015T (BOTH CHANNEL LEGS) + -- _ _-_ _ C1x9.8 CONT. WELD TO EACH 4 S aKV4" GORE. LLH AW M JOIST TOP OF - _ — — —------- J015T (BOTH CHANNEL LEGS) i NELDH� TO 5 ----------- \ ,l0�T15 PPANEL POI AT 2x CONT. 5LOGKIN6 BOLTED TO ANGLE W 3/8" (P BOLTS t Kk%ER5 AT 5'-0' O.G. II 52.1 - - - -- STEEL ANGLE (43x3xl/4 GONTj ( �/ --- 4 2x2x1/4'x CONT. 11--4 3x3xl/4 TYP. SUPPORT ANGLE STEEL COLUMN (BEYOND) CMLJ WALL PER PLAN I�ET��11 8 NO SCALE I WOOD CANOPY TRU55E5 AT 2'-0' O.G. v�(5EE ARCH. DWG's. FOR TRl)% GEOMETRY) 2x BLOGKl% AS REGI. BOLTED \ ' TO A116LE w13/8" m BOLT5 t 3/4" m WA5HER5 AT 5' O.G. \� CANTILEVER STEEL BEAM PER PLAN II, -- -------------------- 4NOSCALE STEEL ANGLE (44x4xl/4 CONT) STEEL BEAM (T518xbx5/I6) PLATE LINTEL (1/4"x9' CON' STEEL COLUMN (BEYOND) �NO ETA 5GALE STEEL J015T (PER G 130TTOM OF PI ATE \-4 bx6x3/8 SEAT ANGLE W STIFFENER PLATE L�ET1IL @ENO 5GALE IDE RETURNS TO #1 ON DETAIL 8. DONT. r-= d ALI SEE PLAN II 44 x 4 x 1/4 FULL MIDW FRAME TOP FLUSH W/ J915T TOP GHOR05 OR BLOCK WALL TE, NOT TO BE USED TO 9 JPPOIZT EQUIPMENT )IEI644IN6 MORE THAN 1600 L85. TYF I CAL x OO OVEN I NCS I7E7A I L NO 5GALE ��►�f;rll l�rrr Q :AR19400124 �-< STATE OF Q. U W F-- Q zN LZ •Q _ �rn 00 00 wr-_ co INET I L NO SCALE NOTE WELD THROW MULTIPLE SHEETS AT ALL END AND 51DE LAPS. END LAP5 SHALL OCCUR ONLY AT SUPPORT POINTS. • �� A� 1 1/2" WIDE RIB. 22 6A6E METAL ROOF • DECK - MINIMUM THREE SPAN CONDITION. • � Jt Z"' s10" • ,g �- f R00 L�EC< ^r-LI� I NG f'ATTER%N NO 5GALE STRUCTURAL DETAILS f DRAWING REVIEW ISSUE 2 II! 4 r 4 5x3x1/4" DONT. LLH WELD I BUILDING AGENCY SUBMITTAL MELDED TO STEEL J015T. �! 2x2x1/4 it �3" J 4 -I �'.UAB _ - _ CONSTRUCTION BID/ISSUE J015 (BOTH CHANNEL LEGS) - - - ---- -- ---__ J - - - ---- - - -------- - +115'-2 1/4' 5T -- -J015 ------- --- - ---- ------- - - TREVISIONS MAM- ' 4 5x3x1/4' DONT. LLH WELD --- MELDED TO STEEL JOIST. i i STEEL BEAM (W 8x10) 9 J - - _-_-- --- --- - -- -, 5TEEL BEAM PER PLAN " 4 I 8 ---5TEEL GOLUMN (BEYOND) STATE REVIEW FLE - DATE nm dw9 I0 -f9 OI 1 ' Jo% pm E`,T 1-4 3x3xl/4 TYP. 5UPPORT ANGLE PLOTSCALE NOT TO'GALE DR" BY. STEEL TUBE BEAM IEl— ITS 8x8xl/4) +108'-10 5/V - - - - -- WPLATE LINTEL (1/4"xl'-3') �� OM OF�� \--4 4x4x3/8 SEAT ANGLE N/ 5TIFF PLATE, INET I L NO SCALE NOTE WELD THROW MULTIPLE SHEETS AT ALL END AND 51DE LAPS. END LAP5 SHALL OCCUR ONLY AT SUPPORT POINTS. • �� A� 1 1/2" WIDE RIB. 22 6A6E METAL ROOF • DECK - MINIMUM THREE SPAN CONDITION. • � Jt Z"' s10" • ,g �- f R00 L�EC< ^r-LI� I NG f'ATTER%N NO 5GALE STRUCTURAL DETAILS f ........... . . . . . . . . . . . . . . 11-8 01 9 05:25 Cm EST 5 '14 4 3 3'-4 3'-4- IT -4' 3'-4' Ib' -0' Y-4- 101-01 5-4- / 4* -0* / Y-4- 161-01 /3'-4'/ IT -4" 3'-4- IT -4' EJ Fj Lj EJ W Fj I rIs X, xDS _14LL444Z 477, Y x XxK>� LOCATION OF HEATED HATER R15ER ROOM IL Ji 2'-e) PROP05M REST- ROOM LOCATION 02 PROPOSEDREST- ROOM LOCATION PROPOSED RE5T----/ ROOM LOCATION 1-1/2' FURRING STRIPS AT Ib' O.G. W R1610 INSULATION VI I 1-112" FURRING 5TRIP5 AT 16' O.G. v41 R161D INSULATION c'-1 6 j 2W AREA SEPARATION/ �FIRE WALL. 8' STANDARD CONC. K/ 4' FACE BRICK VENEER GJ be 5TANDARD 4- FA6E 13RICK VBEER STEEL TUBE COLUMN (TYP) STRUCT. PLAW STEEL TUBE GOL" (TYP) (5EE 5TRUCT. PLAN) O 40'-0* 401-ol 2r 1 40'-0' 24'-4- H H 6,Ji 4 Ii. D5 4" CONCRETE SLAB (SEE O;aWAnON PLAN) H&(FOUNDATION CONCRETE SLAB (SEE PROP05ED NT (FATION PLAN) VEMI51% WALL TENANT 51M. lil GJF131i� FEE 1,400S.F. a] EEI F -H-] 1,4005 P. 1,400 5F. 1,400 5.F. 1,373 5.F. 1373 S.F. 1,400 S.F. 1,400 S.F. 1,O .F. GJ 6' 16 6A. METAL 5TW5 W BRONZE ANODIZED ALUM. STOREFRONT BRICK VENEER AND R-Iq 15Y5TEM IN I' INSULTED CLEAR &LA55-\ 4 (TYP) (rYP) 4 THER14ALLY 5ROKr:N FRAME. 4 6" 16 6A. METAL STUDS K/ 10 BATT INSULATION r6 BRICK VENEER AW R -H STEEL TUBE COL" (TYP) CNN BATT ------ --- INSULATION (TYP) (SEE 5TRI)GT. PLAN) �2x&CANOPY OG r4' �; � ' t /2'-e•/ ' h_ v�, ///i ""`''''''/t'-0" ' HATCH 22x42 rAWPY--/ \_22X42 CANOPY 22x42 CANOPY AGGES-6 RATGH AC<,E% HATCH \\-22x42 CANOPY ACCESS HATCH7- ACCE9. t -0 16-8 Y ibL8, -C/ W.O. 1 i 31-0. C'j 10'-4' --8- -be 4 LZ _�L 7 ('J EJ 5-1V 5-0 C 51'-4- 22'45. FLARED SIDES; TO MEET LOCAL 5T -4 - CODES t ADA (SEE CIVIL DVt,5) 1 4. 14'-8'FLARED 51 TO MEET LOCAL 4. CODES t ADA (SEE CIVIL I?H6'5) 4. J. 2CY-0* 20'-0' 05-0' 20'-0' 20'-0"60 0 � 8O o a toO OO O O o 4 5 STANDARD COW- W 'FACE BRICK VENEER PLAN (L2umpster Enclosure) 50ALE: 115" = 1'-0" FLOOR PLAN SCALE: Va" = I' -a" (i:2,aso s.�t) METAL 5n,105 K/ 6YP. BOARD MA50WY VENEER CONGRETE BLOCK METAL 51,105 H/ BATT INSULATION E EN ws No. :AR19400124*- STATE OF I np V l�;1141111 cf) AMM SCHEDULE u Lij moor 5chedv l e Door Door Prafe 610" M-atortal Rarnorks Door Door Size LZ x • NO. Ljj rl_ L sJ1104 T9 I- 1 141 (D 3'-0` x T-0* x 13/4' 0 9 0 1 A Q -------- 3'-0' x T -Cl x 13/4' --- 3'-0* HARDWARE 5ET #1 HARPHARE 5FT 112 PR BM5 1/2 PR BM5 I CLOSER I CLOSER I CYL. LOCK I CYL. LOCK I DOOR RILL I FLUSH MOUNTED I DOOR R)5H PANIC HARDWARE ITHRE5HOLD ITHRE5HOLD PRE -FINISHED DRIP GUARD NOTE: ALL EXTERIOR DOOR LOOKS TO BE IN ACCORDANCE CLEVATION "A" ELEVATION 115" WITH 199I IW AND ALL HARDWARE SHALL MEET THE REQUIREMENTS OF THE AMERICANS WITH Vt5ABILITIE5 ACT. E EN ws No. :AR19400124*- STATE OF I np V l�;1141111 cf) u Lij < LZ x • Ljj rl_ L T9 DRAWING REVIEW ISSUE 1 1 2 z 4 BUILDING AGENCY SUBMITTAL FE5RUART' 26, 2C,02 CONSTRUCTION BIDASSUE REVISIONS 4 STATE REVIEW FU - DATE - nw 0116-Afl.� If-" '&ONZ an EST PLOT SCALE DRAM By, DSS Floor Plan mwaff NIX (DUO ,�3 "�...W ' �� ,+. <'"r ,.'�x.'' s; _' .°�'.:' a - `�' ,.gid S^,r. •`�p' 4.''RUN BACK OF WALL RUN 5ti1WH F-5 [)C)PN j __F'REFINI`�NED METAL : v OF leik _ - /—'--BACK F '_..� i ,'r , T _,. .. .r..r - i -1, .,�.j! ,, �. _ , �. �_... - VhtAAt AP ,� ,., .. } l .a,L �. 1 L. I.._...,.,. .. ..,., ...-. ,....x_.>i. 1..!_101_:_:..J_....: _..�_ -! L_�I.l ;...�.-�_.�...i._T :.__.=1.L ,. ,., , .-. i _. n r'' :-, , f _ . , F , rr _. T` 1� T 5HINULE5 5f'HALT H!NC�!_L`� �L.i�_L OPENING IN ROOF. OPENING IN ROOF + T r �.. OPFN?NC� !N ROOF- ti _C j�t ' I A 15PFt�A�L r � _ _ OPENING IN ROOF: -- � —A ; � 1 r 4, WALL. PAK MOUNTED WALL PAK MOUNTED YJALt �'Ak NK�UN ED I 1 L T [::::5 �,_ _ _ _ AT I2' O" A.F.F. (TYP) i AT 12`-O" A.FF. iTYP) AT 12 A.F.F- (1YF)� -_._._.._._ _ _._,_.._ . __ .._... _ Cy FACE BRICK 5OLDIER- _ . i FACOLD E BRICK SIER GOURSE f COURSE H/ ROW-LOGK. K/ ROW -LOCK. PRF-FIN15HED DRIP 6AURD PRE--FINISFfD 40F bAURD , I 1 PRF-FIN15�4FD DRIP 6AURDOVER DOOR (T(P) OVER DOOR INGR».T COMMON RUNNING FACE BRIGK. BOND FACE BRICK. RFR iE�GT ELECTRICAL R15ER # 2 - i 1 d 0 = i 1 FADE BRICK ROW -LOCK - FACE Bi21GK ROW LOCK f K/ GA5T STONE BULLNOSE. I H 11 US ►r/ CAST STONE BULLNOSE. 6A5 METER BY 6A5 METER BY 6A5 METER ) r6A5 METER BY UTILITY CO. UTILITY CO.UTILITY GO. UTILITY GO. DOWNSPOUT CONNECTED DOMNI5POUT CONNECTED -_ DOY#6POUT +r.ONNEC,TFD __ 00445PW GONNECTFD _ TO STORM NATER SEWER. I TO STORM WATER F WER. TO 5TORM WATTR 5EI*_R. TO 5TORM WATE3R SEWER ) —_-` ONG. GRADE BEAM -F-F FOUND. PLAIN) FACE BRICK 5C COUR5E w/ ROW COMMON RUN BOND FACE i 46-E5 IDE ELEVATION i�UMPST R r=NGLOSURe) SCALE: i;a" _ ;;_O DOWN5POUT CONNECTED _ / \_— ADE Cow_ GRBEAM BRONZE ANODIZED AL! H, c,TOREFROW I'' TO STORM WATER 5EY>ER ,. Ak' 5Y5TEM W/ I" INSULATE[? cLEAR 6LA55 (SEE FOUND. P (TYP.? THERMAIIY E3ROKEN FRAME. NORTH5117r- r-Lr\/ATION l SCALE: I/8" = 1'-0" 'I FACE BRICK 50LDIER COURSE r✓ ROW -LOCK COMMON RUNNING BOND FACE BRIGK FACE BRICK RON-LOCK 4 w/ CA5T 5TONE BULLN05E. J►' 2 3 (TYP) d THERMALLY BROKEN FRAME 4 Ar -5T (BACK) ELEVATION I AGOG PLEVATION =�UMPSTER ENGL05URF) SCALE: 1/8" = I' -O" FACE BRICK 5OLDIER GOUR5E w/ ROW -LOCK. FACE BRICK ROW -LOCK K/ GA5T STONE BULLN05E. 5`. FACE BRICK SOLDIER GOUR5E w/ ROW-L.OGK FACE BRICK RON-L(XK W GA5T 5TONE BULLW BRICK 5OLDIER k K/ ROW -LOCK. ON RUNNING FACE BRICK. I FRONT ELEVATION (Z)IUMPSTER FNGLOSURF) SCALE: I/8" = 1'-0" SCALE: 1/8" = 1'-0" Q THERMALLY BROKF_N FRAMF. A q GA5T 5TONE SURROUND. I \__FA,: -E BR.IGK 5OLDIER EEiy''''f,,,, No, =Z :AR19400124: STATE OF Z .' u Y A Q Z¢ w ..i nci N Zxz i� x V * 0400 W w 1— W o DRAWING REVIEW ISSUE L_! BUILDING AGENCY SUBMITTAL CONSTRUCTION BID%ISSUE REVISIONS STATE REVIEW FILE - DATE: - Ti 0118-A21.bg II -8-01 8,56 cm E5T ROT 5cfa_e c fznrH RY, ve= I, -o* nss Elevations PROA= NO. w! ROV'1-LOCK. \ _COMMON RUNNING BOND FACE BRICK. 4 rr rr m t AGE EWIGK ROW -LOCK EEiy''''f,,,, No, =Z :AR19400124: STATE OF Z .' u Y A Q Z¢ w ..i nci N Zxz i� x V * 0400 W w 1— W o DRAWING REVIEW ISSUE L_! BUILDING AGENCY SUBMITTAL CONSTRUCTION BID%ISSUE REVISIONS STATE REVIEW FILE - DATE: - Ti 0118-A21.bg II -8-01 8,56 cm E5T ROT 5cfa_e c fznrH RY, ve= I, -o* nss Elevations PROA= NO. 4. 4xb' PRE FINISHED METAL 4xb" PRE FINISHED METAL —00HIIISPOUT CONNECTED DOWNSPOUT CAONNEGTEE) —OPEN TO STORM HATER 5EHER 401 --OR TO STORM HATER 5EHIER 3 3/4x5* PREFIN15HED 3 3/4x5' PREFIN15HED OPENIN6 IN ROOF 05 METAL GUTTER OPENIN6 IN ROOF OPENIN67 IN ROOF---\ METAL XrrER IW -7 IN ROOF .......... ir R f—ASPHALT SHINGLES A5PRALT SHINGLES �3x4" PRE FIN15HED METAL NNSDO CONNECTED TO STORM WATER SEVER PLUMBINGREVENT fPtUMBIN6 REVENT PROVIDE TATERFD INSULATION A5 PROVIDE TATEREP INSULATION AS \—PLUMBING REVEN.T*� REQUIRED FOR PROPER HATER PLUMBING RE/ENT —/ REQUIRED FOR PROPER HATER PL"IN6 REVENT—/ FLOW TO SCUPPERS (TYP) FLOW TO SCUPPERS (NP) //-2'-O'x2'-O' ROOF PAD (TYPE Z .4 2'-O*x2'-O' ROOF PAD (TYP) 2'-O'x2'-O' ROOF PAD (TYP) -44w, 51M. 3 3/4x5' PREFIN15HED METAL GUTTER RTU RTI) (SEE SHEET MI.) (SEE SHEET MLI) 1 3 PRE+ 3/4x5" I —METAL 6VI-TER N15HED L TJ L TJ L Jo L J L TJ L TJ L TJ L TJ F5 T�] RTU RTU RTU RTI) RTU RTU RTU RTU RTU Ll L L j L,' L J L j TAPEI;T-9 IW-&A"noN (") TAPERED INSULATION (TYPE TAPERED INSULATION t") ps 5x4' PRE FINISHED METAL_/ DOWNSPOUT GONNEGTEQ - TO STORM HATER SEWER < FULLY ADHERED SINGLE -PLY, GLASS FULLY ADHERED SINGLE -PLY, CLASS *A* RUBBER MEMBRANE ROOF OVER�'A" RUBBER MEMBRANE ROOF OVER C) R1610 INSULATION 4 1-1/2' 22 6A. RIC710 INSULATION t 1-112'22 6A. PECK (5EE 5TFW-TLIRAJ. (PROVIDE PECK (SEE 5TRUGRF-Ai). (PROVIDE) ALTERNATIVE FOR MAGRANIGALLY ALTERNATIVE FOR MA6HANIGALLY FASTENED ROOF. FASTENED ROOF. 4. , IN15HED METAL PREFIN15HED METAL PREF 1 HALL CAP OF TF165E5 (2'-0') AV RN TOP 22'-b'---\ P5 OF BLOCKING +122'-8" A-9PHALT 5HIN65LE5 TO TOP. ASPHALT 51-11WLF-5 TO TOP. HALL GAP F41N MEMBRANE ROOF LIP BACK RUN MEMBRANE ROOF LIP BACK OF TP16HS (2'-0") AND RUN TOP OF BLOCKING a +1 7- 7 O--7 -7 ASPHALT SHINGLES---\ ASPHALT 5H1W-;,LE5 o J yD' DOWNSPOUT CONNECTED 3 PRE FINISHED METAL 5' PREF-IN15HED 3x4' PRE FINISHED METAL X4' 3 3/4x METAL 3 4X5' PREFINIS4W METAL GUTTER DOHN5POUT CONNECTED 3X41 PW FIN15HEF) DOHW--+M CONNECTED METAL (A� TO STORM HATER SEWER r1:2 0118-A31 dq 8:47:06 am T -ST G) (D 0 ROOr- PLAN SCALE: 115" = 1'-0" 'AL� TO STORM WATER SEWER 4. 0 (D G 3x4' PRE FINISHED METAL DOWNSPOUT CONNECTED TO STORM HATER SEWER EFIN15HEP ER PLAN (17umpster enclosure) Sr -,ALE: Va" = 1'-0" �1�71 No. =--C :AR1 9400124': i--<= STATE OF it DRAWING REVIEW ISSUE 4 BUILDING AGENCY SUBMITTAL CONSTRUCTION BID/ISSUE REVISIONS 2 4 51 # STATE REVIEW FILE - DAM - nw 00-A.31xbig 11-" 841.03cmE5T PLcrr 5GAILE DRAW BY, vV - 1'-,0' DSS , m ffl— 4:4 0 *4%j Zzz Z Z j 4, - Roof Plan k Qs 0 NW)JWT HIM . . . . . . . . . . 7- 3 3/46' METAL 2x PREMAJ HOOD TR) o c� o 0 (D (D 0 0 0 ROOF FRAMING PLAN SCALE: 1/5" FAGTURED 3 AT 24* O.G. ;TUBED r 24" O.G. 0000-7 At EN No. Z:AR19400124-, STATE OF f& )i z00 00 CO C"i ,'t '900 W u) A DRAWING REVIEW ISSUE 2 4 BUILDING AGENCY SUBMITTAL CONSTRUCTION BID/ISSUE REVISIONS 4 STATE REVIEW FILE - DATE - T1W 0118-A324iq 10-22-01 4,45,04 am EST M_cT SCALE DRAMr1 By DSS I ;Lu O cr Z Q _ �}y uA Roof Framing Plan PROJWT NO. (W 0 . . . . . . . . . . . . . . . . . . . . . . . . . . 2x PREMAJ HOOD TR) o c� o 0 (D (D 0 0 0 ROOF FRAMING PLAN SCALE: 1/5" FAGTURED 3 AT 24* O.G. ;TUBED r 24" O.G. 0000-7 At EN No. Z:AR19400124-, STATE OF f& )i z00 00 CO C"i ,'t '900 W u) A DRAWING REVIEW ISSUE 2 4 BUILDING AGENCY SUBMITTAL CONSTRUCTION BID/ISSUE REVISIONS 4 STATE REVIEW FILE - DATE - T1W 0118-A324iq 10-22-01 4,45,04 am EST M_cT SCALE DRAMr1 By DSS I ;Lu O cr Z Q _ �}y uA Roof Framing Plan PROJWT NO. (W 0 RUN ASPHALT ROOFING SHINGLES DOWN BACK OF WALL. 1/2' PLYWOOD SHEATHIN6 MEMBRANEFIA5HIW7 RUN MEMBRANE ROOF \ UP BACK OF WALL. Q ('V FULLY ADHERED 51NGLE41-Y, GLA55 'A' RUBBER F�ROOF OVER 81610 INSULATION t 1-1/2122 6A. METAL DECK (SEE 5TRUGTURAL) STEEL J015T (SEE STRUGT. I 13 FIBER6LA55 ASPHALT ROOFING 5HIN6LE5 ON 15# ROOFING FELT OVER 1/2" EXTERIOR — PLYWOOD (OR 05B) 2x PREMANUFAGTURED WOOD TRUy✓ AT 24' OL. RUN ASPHALT ROOFING 5HINCCE5_ D DOW BACK OF WALL. FIBERGLASS ASPHALT ROOFIN5 5HIN6LE5 1/2' PLYWOOD 5HEATHIN5 ON 15# ROOFING FELT OVER 5/8' EXTERIOR P1 YW Y')n S441--ATHIN6 MEMBRANEFLA5HIN6 — 2x PREMANJFAGTURED WOOD TRUSS AT 24' O.G. (SEE T )55 PROFILE G, SHEET 52) RUN MEMBRANE ROOF -- UP BACK OF WALL. FULLY ADHERED SINGLE -PLY, GLASS Q "A" RUBBER MEMBRANEROOF OVER RIGID INSULATIONN 4t 1 -1I -I/2" 22 6A. METAL DEGK (SEE 5TRU(,TURAL) STEEL BEAM (SEE 5TRLIGT. 5/8" GYP. BOARD-----/ 6' 16 6A. METAL STUDS 0 24' O.G. K/ BATT IN5ULATION MALI MINS 2x WOOD BLOGKINS TREATED WO02 SHIM ------ -T -- - -- ,t j.4 { BRONZE ANODIZED ALUM. STOREFRONT Y5TEM W/ IN INSULATED GLEAR 6LA55 (TYP) d THERMALLY BROKEN FRAME, 4' CONCRETE 5128^IALK 1 I 'I MOOD 5FdM += 5/8' DRYYUi L —1/2' EXPAN51ON JOINT 4' GONGRETE SLAB ON b MNL C60.2 0 4'-t?' (SFE VAPOR BARRIER OVER 4' Mk STRUG. DWG. 2' RI640 INSU.TION a� GOWAGT'ED 6RANI AR FILL \ D G B A 2x8 NAILER5. Ix4 PAINTED GEDAR TRIM. Ix8 PAINTED CEDAR FA5GIA 1/2' PLYKOOD 5HEATHIN67. DECORATIVE VENT. BUILT UP E.IF5.DENTAL MOULDIN5 METAL FLA5HI% RUN BEHIND MOIA DING. FIBERGLASS ASPHALT ROOFING 5HIN6LE5 ON 15# ROOFING FELT OVER 1/2' EXTERIOR PLYWOOD (OR 0.5.5) 2x8 6UTTER NAILER BOARD +114'-9 V4'� 3 3/4x5' PREFINI5HED METAL 6UTTER L\ 1ST BE' 15T I �3 3/4x5" PREFINI5HED METAL GUTTER STEEL BEAM - (SEE STRUGT. PLAN) —Ix8 PAINTED CEDAR FASCIA { 1/2" EXT. PLYWOOD SOFFIT STEEL JOIST STEEi F_ b' 18 6A. METAL 5TU05 AT Ib" O.G. W/ GONT. STRIP VENT )x10 PAINTED CEDAR FASCIA (SEE 5TRUCT. PLAN) (SEE 5 ,PLAN) PR Irl' EXT. PLYWOOD 5OF FITOJECTED FAGS BRICK \� 5OLDIER GOUR5E d ROWLOGK. / w/ GOVT. STRIP VENT1/2' PLYWOOD 5HEATHIN6 STUD BRACES O 4'-0' O.G. W/ VAPOR BARIER } BRICK TIES o 24" O.G. VERT. PROJECTED FACE BRICK 50LDMER COURSE t ROWLOCK 5/8' GYP. BOARD ° t I . 100("33/144' PLYWOOD WALKWAY EXTERIOR PLYWOOD 1/2" EXTERIOR PLYWOOD 6' 16 6A. METAL 5TUD5 0 24' OL.::!x 5HIEATHINS w/ VAPOR BARIER —5FEATHIN6 W/ VAPOR BARER- w/ BATT INSULATION (R-19 MINS PROJECTED FACE BRICK DONT. 4x4xl/4' ANGLE ATTACHED -WASOLDIER COURSE -TO STUD WILL. PROVIDE WEEPS *;v: 1 2x WOW BLOGKINS ;1 �_J�1Lll_Jl ll1LJl1L=IL-IL.,JI.JLILJLI[ .X a . BASE FLA5H11N6. I OPEN STONE KEYSTONE. � ,j�{} _Si J�01N FOR WEEPS AT 48 (1YP) -BBACIaR OTH 51DE� AND SEALANT TREAT® WOW 94M EABOVV.E HEADERH - I +108'-10 5/8'� BOTTOM OF PLATE BACKER ROD AND 5EALANT PROJECTED B21GK - BOTH SIDES 6 = ROYtOGK (BEfOPD) - - FACE BRICK ROWLOCK BRONZE ANODIZED ALUM. STOREFRONT - - I GA5T 5TONE ARCH W/ KEY5TONE. -CAST STONE 91)17ROUND.Y5TEM W/ IN INSULATED CLEAR GLASSMrP) ' ) i THERMALLY BROKEN FRAME. `- - FACE BRICK (BEYOND) y' CA5T STONE 51h2ROLM. 1 - COMMON RION6 BOND FADE �- BRICK (BEYOND) 3 5/8' CAST STONE 'j - 3 5/8' CA5T STONE -- X5/8' GA5T 5TONE BJLLN05E -BI IA95E SILL. = BULLN05E SILL. /,--(13EYOND) FACE BRICK RON-" HOOD 5HIM tFA( E BRICK ✓, _ _ . _ __ �. I/2' PROJECTION 5/8' DRYS - t �r W/ 12' PROJEG RPROJEGTEQ OMLOGK (BEYOND) PROVIDE + __ j PROVIDE FLA5HIN5 AND OPEN PROVIDE R-"IN5 AND OPEN t r� -JOINT FOR) AT 48 OL. +�1-0 4' GONGRETE SLAB ON b MIL G6x8.2 0 4'-0' $ JOINT FOR WEEP5 AT 48 O.G. RN �V ) _ � _.. , +100'-0' AT BASE OF KALI_ ('TYP). VAPOR BARRIER OVER 4' MIN. STRUC. DWG. I/F2.1 _ = - AT BASE OF WALL (TYP). GOMPAGTED 6RANULAR FILL _�_ - FIN. FLOOR AALL SEC TION l� soALF, 1/2 = i -o a� i jC118-441dwg 10--15-01 2:24:21 pm EST WALL SECTION scnLe. in , l -o ��1U11111/// Q ?ARI 400124:` STATE OF Alt. I D G B A s9 00 Nm 2x WOOD TOP PLATE rd PREFINISFED '- N METAL GAP SLOPED MIN 3/4 TO- WAR05 ROOF 5WFAGE. w r - Ln CONT. 2x NAILER 2x GONTINUOl1� i - � � �PREFINISHED METAL FLASHING TOP OF BLOGKINS RUN ASPHALT ROOFING SHINGLES �. DOWN BALK OF WALL. - _ _ ----- 1/2' PLYWOOD 5HEATHI% I \` FIBERGLA% A5PHALT ROOFING SHINGLES ON 15# ROOFING FELT OVER 1/2' EXTERIOR PLYWOOD (OR 05W MEMBRANEFLA5HI% 12 � ! ° n DRAWING REVIEW ISSUE RUN MEMBRANE ROOF t UP BACK OF WALL 2x8 GUTTER NAILER BOARD i' FULLY ADHEREDSINGLE-PLY, GLA55 4\Q 3"$TEELANC,IE �� 3 3/4x5' PREFINISHED METAL GUTTER 'A" RUBBER MEMBRANE ROOF OVER / SEE STRUGTLIRAL) BUILDING AGENCY SUBMITTAL RIGID IN5ULATION d 1-1/2' 22 6A METAL DECK (SEE 5TI;d4n)RAI) ? \ FFFgJARY ?6, '_)01 CONSTRUCTION BID/ISSUE _--___-_-- +114'-91/4' --_ --- ' --- ---- 1015T BEARING GANTILEVER REVISIONS . ._. PREFINISFED METAL FLASHING 7 ' STEEL 11015T ::7 5TH BEA 2x PREMANUFAGTURED W00D TRI)% AT I' E FS. FADE (SEE STRLIGT. PLAN (SEE STRUGT. FLAN) 24" O.G. (SEE TRUSS PROFILE A, SHEET 5.1) \ 5TUD BRAGE5 O 4'-0' O.G� 1/2' PLYWOOD 5HEATHIW7 _ r✓ VAPOR BARIER 3/4' PLYWOOD 51EATHIN6 5/8" GYP. BOARD3/4" PLYWOOD WALKWAY State Review 6" Ib 6A. METAL 511D5 0 24' O.G. t i - Fug DAIS - :::� nrE K/ BATT INSIXATION (R -I9 MINS LT UP E IF5. Me A41.d,y io 1&ol 2 °4 21 pm E5T .1 1l 11 l_ "1 _JL:[ A_JL 1 JL l_J'. JLJi I _ t j 2x WOOD BLOCKING J r � +10q'-4- i E.my IF5. HEADER TREATED WOOD SHIM BOTTOM OF SOFFIT ABOVE "WOY�i PROJEGTED FACE BRICK BACKER ROD AND 5EALANTI PROJECTED BR1GK A5.1 m 50WIER COUR5E (BEYOND) BOTH 51DE5 "-RON LOGK (BEYOND) BRONZE ANODIZED ALUM. 5TOREFRONT 5Y5TEM W/ IN INSULATED GLEAR GL -A55 ,I =FACE BRICK (BEYOND) F ' (TYP) d THERMALLY BROKE! FRAME. _v COMMON RUNNIN5 BOND FACE BRICK lz 3 3/4x5' PREFIN15HED METAL DOWN 5POUT. 1, 35/BSEONE � STONE BLN05E 8ULNOSlll B-yow) A � WOOD 5HIM FACE BRICK RONlOGK a L' `✓ PROJECTED FACE BRICK 5/8' DRYWALL t 3 W/ I/2' PROJECTION -- ROWLOCK (BEYOND) PROVIDE FLA5FfIN5 AND OPEN _� 4' GOFK.REIE SLAB ON 6 MIL Gbx82 O 4'-0" (SEE JOINT FOR WEEPS AT 48 OC. _ _� _ +I00-0' Z VAPOR BARRIER OVER 4' MIN7__\5W. DW6. W-2.1) _ 4 AT BASE OF WALL - - FIN FLOORly COMPACTED 6RANJLAR Fill - 0 W/ bxb NA)MA 4' `r w MIN. COMPACTED 6RANILAR DOMSPOUT TIED INTO 2' RIGID INSULATION ' • FILL. SLOPE: 5EE CIVIL DW6* 5T0RhONATFR 56,ER 1/2' EXPAN51ON JOINT Ak�♦ L TOP OF 6RAPE FOOTIW, 96'-l0" a ; �TT OF GRADE BEAM GONG. 6RADE BEAM (5EE FOUND. PLAN] / 12'-0' 130TTOM OF 303f FOOTI%ly--- ------- WALL SECTIONS o a 0 nil � R -T -- - -- { 4' CONCRETE 5128^IALK W/ bxb WI.4MA WWF ON 4' —1/2' EXPAN51ON JOINT MIN. COMPACTED 61RANJLAR - 2' RI640 INSU.TION a� \ 2' R160 INSULATION FILL. SLOPE: SEE GML DW5's; 4' GONGRETE 5105VLK I/2' EXPANSION JOINT K/ bxb W1.4MA WWF ON 4' MIK COMPAGTED 6RANA.AR 8 8" FILL. SLOPE: SEE GML DWG's. qT.Ak 46'-10'Ak r 46'-10" TOP OF 67RAPE FOOT) BOTTOM GRADE _ _ _ FOLIO. PLAN} ( FOIIFID BOTTOM OF 12'-0" AALL SEC TION l� soALF, 1/2 = i -o a� i jC118-441dwg 10--15-01 2:24:21 pm EST WALL SECTION scnLe. in , l -o ��1U11111/// Q ?ARI 400124:` STATE OF Alt. I D G B A s9 00 Nm 2x WOOD TOP PLATE rd PREFINISFED '- N METAL GAP SLOPED MIN 3/4 TO- WAR05 ROOF 5WFAGE. w r - Ln CONT. 2x NAILER 2x GONTINUOl1� i - � � �PREFINISHED METAL FLASHING TOP OF BLOGKINS RUN ASPHALT ROOFING SHINGLES �. DOWN BALK OF WALL. - _ _ ----- 1/2' PLYWOOD 5HEATHI% I \` FIBERGLA% A5PHALT ROOFING SHINGLES ON 15# ROOFING FELT OVER 1/2' EXTERIOR PLYWOOD (OR 05W MEMBRANEFLA5HI% 12 � ! ° n DRAWING REVIEW ISSUE RUN MEMBRANE ROOF t UP BACK OF WALL 2x8 GUTTER NAILER BOARD i' FULLY ADHEREDSINGLE-PLY, GLA55 4\Q 3"$TEELANC,IE �� 3 3/4x5' PREFINISHED METAL GUTTER 'A" RUBBER MEMBRANE ROOF OVER / SEE STRUGTLIRAL) BUILDING AGENCY SUBMITTAL RIGID IN5ULATION d 1-1/2' 22 6A METAL DECK (SEE 5TI;d4n)RAI) ? \ FFFgJARY ?6, '_)01 CONSTRUCTION BID/ISSUE _--___-_-- +114'-91/4' --_ --- ' --- ---- 1015T BEARING GANTILEVER REVISIONS . ._. PREFINISFED METAL FLASHING 7 ' STEEL 11015T ::7 5TH BEA 2x PREMANUFAGTURED W00D TRI)% AT I' E FS. FADE (SEE STRLIGT. PLAN (SEE STRUGT. FLAN) 24" O.G. (SEE TRUSS PROFILE A, SHEET 5.1) \ 5TUD BRAGE5 O 4'-0' O.G� 1/2' PLYWOOD 5HEATHIW7 _ r✓ VAPOR BARIER 3/4' PLYWOOD 51EATHIN6 5/8" GYP. BOARD3/4" PLYWOOD WALKWAY State Review 6" Ib 6A. METAL 511D5 0 24' O.G. t i - Fug DAIS - :::� nrE K/ BATT INSIXATION (R -I9 MINS LT UP E IF5. Me A41.d,y io 1&ol 2 °4 21 pm E5T .1 1l 11 l_ "1 _JL:[ A_JL 1 JL l_J'. JLJi I _ t j 2x WOOD BLOCKING J r � +10q'-4- i E.my IF5. HEADER TREATED WOOD SHIM BOTTOM OF SOFFIT ABOVE "WOY�i PROJEGTED FACE BRICK BACKER ROD AND 5EALANTI PROJECTED BR1GK A5.1 m 50WIER COUR5E (BEYOND) BOTH 51DE5 "-RON LOGK (BEYOND) BRONZE ANODIZED ALUM. 5TOREFRONT 5Y5TEM W/ IN INSULATED GLEAR GL -A55 ,I =FACE BRICK (BEYOND) F ' (TYP) d THERMALLY BROKE! FRAME. _v COMMON RUNNIN5 BOND FACE BRICK lz 3 3/4x5' PREFIN15HED METAL DOWN 5POUT. 1, 35/BSEONE � STONE BLN05E 8ULNOSlll B-yow) A � WOOD 5HIM FACE BRICK RONlOGK a L' `✓ PROJECTED FACE BRICK 5/8' DRYWALL t 3 W/ I/2' PROJECTION -- ROWLOCK (BEYOND) PROVIDE FLA5FfIN5 AND OPEN _� 4' GOFK.REIE SLAB ON 6 MIL Gbx82 O 4'-0" (SEE JOINT FOR WEEPS AT 48 OC. _ _� _ +I00-0' Z VAPOR BARRIER OVER 4' MIN7__\5W. DW6. W-2.1) _ 4 AT BASE OF WALL - - FIN FLOORly COMPACTED 6RANJLAR Fill - 0 W/ bxb NA)MA 4' `r w MIN. COMPACTED 6RANILAR DOMSPOUT TIED INTO 2' RIGID INSULATION ' • FILL. SLOPE: 5EE CIVIL DW6* 5T0RhONATFR 56,ER 1/2' EXPAN51ON JOINT Ak�♦ L TOP OF 6RAPE FOOTIW, 96'-l0" a ; �TT OF GRADE BEAM GONG. 6RADE BEAM (5EE FOUND. PLAN] / 12'-0' 130TTOM OF 303f FOOTI%ly--- ------- WALL SECTIONS o a 0 nil � R `�`;qg r '^ k' a No. =Q• :AR19400124: STATE OF INC- 5/8' PLYWOOD 5HEATHING RUN MEMBRANE ROOF, UP BACK OF WALL. FIBERGLASS ASPHALT ROOFING 5HINGLE5 ON 15x ROOFING FELT OVER. 5/8' EXTERIOR PLYWOOD 5HEATHI% 12 \\, 2x PREMANUFAGTURED WOOD TRUSS AT /— 24' O.G. (SEE TRUSS PROFILE F, SHEET 52) RUN ASPHALT ROOFING 5HI%LE5 DOWN BACK OF WALL. 1/2' PLYWOOD 5HEATHIN6 MEM13RANEFLA5HING RUN MEMBRANE ROOF \ UP BACK OF WALL. FULLY ADHERED SINGLE -PLY, CLA55 Q A RUBBER MEMBRANE ROOF OVER RI610 INSULATION t 1-1/2" 22 6A. METAL DECK (SEE STRUCTURAL) FIBER61-A55 ASPHALT ROOFING 5HI%LE5 /ON 15# ROOFING FELT OVER I/2' EXTERIOR PLYWOOD (OR 0.5.5) 12 11 2x GONT. ON Glx9bxb" AT 48' O.G. (TYP) " i MAKE GOf 8EGT14N AT� — JOIST PANEL POINT Ii 43x3xl/4 CONT.--/ f STEEL 8' STANDARD GONG. BLOCK w/ HORIZ. REINFORGIN6 EVERY OTHER COURSE. 5/8' DRYWALL OVER 1 1/2' FURRIN6 CHANNELS AND 1 1/2' R161D INSULATION NO TAPIN6 EXCEPT WHERE PAINTED OR ONYLED. 4' CONCRETE 5LA13 ON b MIL 1/2" EXPANSION JOINT— VAPOR BARRIER OVER 4' MIN. GOM'AGTED 6RAN LAR FILL 2' R1610 INSULATION 2x PREMANUFACTURED WOOD TRUSS AT 24" O.G. (SEE TRU55 PROFILE E, 5HEET 52) 8' GONG. MASONRY BOND BEAM W 2 DONT. #5 REBAR \ � i yr yr ovrui Dr^n -r �1J 3 3/4x5" PREFIN15HED METAL GUTTER IxIO PAINTED CEDAR FA5GIA 1/2' EXT. PLYWOOD SOFFIT / w/ DONT. STRIP VENT 1/2' PROJECTED FACE BRICK 5OLDIER GOUR5E 4 ROWLOCK. RUNNING BOND FACE BRICK. 1 3 5/8' GA5T 5TONE BULLNOSE SILL. 1/2' PROJECTED FACE BRICK ROWLOGK PROVIDE FLASHING AND OPEN +100'-0' JOINT FOR WEEP5 AT 48 O.G. AT BA5E OF WALL (TYP).F K FLOOR 1/2' EXPANSION JOIN 4' CONCRETE 510EWAU w/ bxb W1+N.4 WWF G MIN. GOM'AGTED 6RANIL.AR FILL. SLOPE: 5EE GNIL DWG's. / a" / WALL SECTION 2 SCALE: I/2" = I' -O" RUN ASPHALT ROOFIN6 51-1IN6LE5 DOWN BACK OF WALL. 1/2" PLYWOOD SHEATHING FIBER61-A55 ASPHALT ROOFING 51-1I146LE5 ON 15x ROOFING FELT OVER 1/2' EXTERIOR R Yw)nr) ((N2 n 5 R ) 2x PREMAN/FAGTURED NOOD TRUSS AT 24' O.G. (SEE TRUSS PROFILE E, SHEET 52) RUN MEMBRANE ROOF \ UP BACK OF HALL FULLY ADHERED SINGLE -PLY, GLA55 4 \\\ 'A' RUBBER MEMBRANE ROOF OVER RIGID INSULATION d 1-1/2' 22 6A. METAL DECK (SEE 5TRUGTURAL) +I14'-10 I/2' ii Earl MAKE CONNECTION AT G —3 3/4x5" PREFINISHED METAL GUTTER J015T PANEL POINT 43x3xl/4 DONT. f IXIO PAINTED CEDAR FA5GIA 1/2' EXT. PLYWOOD SOFFIT STEEL J015T (SEE -i / w/ GOVT. STRIP VENT _•- E " STRUCTURAL 5/8" 6YP, BOARD #: I -a 1/2' PROJECTED FACE BRICK 50LDIER COURSE t ROM-OGK. 6' 18 6A. METAL STUDS o 24' O.G. 1/2' EXTERIOR PLYWOOD K/ BATT INSULATION (R -IQ MIN) i j SHEATHING w/ VAPOR BARIER RIGID INSULATION 5TEEL BEAM w/ PLATE LINTEL (SEE STRUCTURAL DW519) r \ +109'-4" 3 5/8" METAL STUD RVKER ROD AND cEALANT BOTTOM OF PLATE BOTH 510B TREATED WOOD SHIM II, BRONZE ANODIZED ALUM. STOREFRONT Y5TEM W/I'INSULATED CLEAR GLA-% (TYP) E THERMALLY BROKEN FRAME. FACE BRICK (BEYOND) 11 . c� I� I; i 3 5/8' CAST 5TONE BU[-LNO5E 51LL. \ 1 i WOOD SHIM ' 1/2' PROJECT® FACE BRICK G RON-OGK 5/8' DRYWALL #' PROVIDE R A5HIN6 AND OPEN 4' CONGRETE SLAB ON b MIL G8x115 o 4'-0' (5EE JOINT FOR AT 48 O.G. +I00'-0' VAPOR BARRIER OVER 4' MIN. STRUG. DWS. I/F2.Q AT BASE OF WALL (TYP). FIN. FLOOR COMPACTED GRANULAR FILL • , �� .loti 1/2 EXPANSION JOINT 2' R161D INSULATION < 4' CONCRETE SIDEWALK W bxb HAxHA WWF ON 4' ! MIN. GOIT'AGTED CA AN -AR j FILL. 5LOPE: SEE CIVIL DWG's. 1 BOTTOM OF GRADE BEAM COW, 6RADE BEAM (5EE FOUND. RAW SWALL SECTION 00 00 W f� 00 (y) f` 3 State Review FU - DALE - ME 0118-A41.ciwy 10-I5-01 2 24.21 pm E157 L l WALL SECTIONS 2x CANT. ON 8' BOND BEAM STM 51 OPE Glx9bxb" 2G #5Y REBAR 1/4' PER I'-0' LIL r �3 3/4x5' PREFINI5HED METAL GUTTER FULLY ADHERED 51WLE-PLY, GLA55 "A' RUBBER MEMBRANE ROOF OVER RIGID INSULATION d 1-1/2"22 6A.J05T 1• 1315kqW, HI METAL DECK (SEE 5TRUGTUZAL) 6!, —1x10 PAINTED CEDAR FASCIA 1/2' EXT. PLYWOOD SOFFIT W DONT. 5TR1P VENT 5SEE �T1 (PLAN) V` I -a 1/2" PROJECTED FACE BRICK t SOLDIER COURSE d ROWLOGK. T- COMMON RUNNING BOND - FACE BRICK. r: 8' STANDARD GONW, BLOCK W HORIZ. REINFORCING EVERY OTHER COURSE. PRE-FIN15FED DRIP GUARD OVER DOOR. +IOL' -4' PRECAST CONCRETE LINTEL UNDERSIDE OF LINTEL Ir 4' METAL DOOR HEAD r� 44x4xl/4 DONT. c BOND F BRIGK�(BE7 $BONpN HOLLON METAL DOOR AND FRAME (5EE SCHEDULE) �g 4x5' PREFIN15HM METAL DOWN SPOUT CONEGTED TO STORM WATER 5ENER 4 I (SEE CIVIL DRAWINGS) � I/2' EXPAN51ON JOINT b 4" C,ONGiZETE `>i.AB ON b MIL I/2" EXPANSION JOINT '�--� ' � , +W.-0 VAPOR BARRIER OVER 4' MIN. �' , FLOOR GOMPAGTED (5RAN1LAR FILL 711/2" EXPAN51ON JOINT 2' RIC710 INSULATION 4*rV 511WF \ bxb W 4 ON 4' MLN. COMPACT® 6RANILAR FILL SLOPE: SEE CIVIL DW6' . 9b' -ICY ' BOTT GONG GRADE BEAM (5E FOUND. PLAN) SCALE: 1/2r 1'-0" RUN ASPHALT ROOFING 5HI%LE5 DOWN BACK OF WALL. 1/2' PLYWOOD 5HEATHIN6 MEM13RANEFLA5HING RUN MEMBRANE ROOF \ UP BACK OF WALL. FULLY ADHERED SINGLE -PLY, CLA55 Q A RUBBER MEMBRANE ROOF OVER RI610 INSULATION t 1-1/2" 22 6A. METAL DECK (SEE STRUCTURAL) FIBER61-A55 ASPHALT ROOFING 5HI%LE5 /ON 15# ROOFING FELT OVER I/2' EXTERIOR PLYWOOD (OR 0.5.5) 12 11 2x GONT. ON Glx9bxb" AT 48' O.G. (TYP) " i MAKE GOf 8EGT14N AT� — JOIST PANEL POINT Ii 43x3xl/4 CONT.--/ f STEEL 8' STANDARD GONG. BLOCK w/ HORIZ. REINFORGIN6 EVERY OTHER COURSE. 5/8' DRYWALL OVER 1 1/2' FURRIN6 CHANNELS AND 1 1/2' R161D INSULATION NO TAPIN6 EXCEPT WHERE PAINTED OR ONYLED. 4' CONCRETE 5LA13 ON b MIL 1/2" EXPANSION JOINT— VAPOR BARRIER OVER 4' MIN. GOM'AGTED 6RAN LAR FILL 2' R1610 INSULATION 2x PREMANUFACTURED WOOD TRUSS AT 24" O.G. (SEE TRU55 PROFILE E, 5HEET 52) 8' GONG. MASONRY BOND BEAM W 2 DONT. #5 REBAR \ � i yr yr ovrui Dr^n -r �1J 3 3/4x5" PREFIN15HED METAL GUTTER IxIO PAINTED CEDAR FA5GIA 1/2' EXT. PLYWOOD SOFFIT / w/ DONT. STRIP VENT 1/2' PROJECTED FACE BRICK 5OLDIER GOUR5E 4 ROWLOCK. RUNNING BOND FACE BRICK. 1 3 5/8' GA5T 5TONE BULLNOSE SILL. 1/2' PROJECTED FACE BRICK ROWLOGK PROVIDE FLASHING AND OPEN +100'-0' JOINT FOR WEEP5 AT 48 O.G. AT BA5E OF WALL (TYP).F K FLOOR 1/2' EXPANSION JOIN 4' CONCRETE 510EWAU w/ bxb W1+N.4 WWF G MIN. GOM'AGTED 6RANIL.AR FILL. SLOPE: 5EE GNIL DWG's. / a" / WALL SECTION 2 SCALE: I/2" = I' -O" RUN ASPHALT ROOFIN6 51-1IN6LE5 DOWN BACK OF WALL. 1/2" PLYWOOD SHEATHING FIBER61-A55 ASPHALT ROOFING 51-1I146LE5 ON 15x ROOFING FELT OVER 1/2' EXTERIOR R Yw)nr) ((N2 n 5 R ) 2x PREMAN/FAGTURED NOOD TRUSS AT 24' O.G. (SEE TRUSS PROFILE E, SHEET 52) RUN MEMBRANE ROOF \ UP BACK OF HALL FULLY ADHERED SINGLE -PLY, GLA55 4 \\\ 'A' RUBBER MEMBRANE ROOF OVER RIGID INSULATION d 1-1/2' 22 6A. METAL DECK (SEE 5TRUGTURAL) +I14'-10 I/2' ii Earl MAKE CONNECTION AT G —3 3/4x5" PREFINISHED METAL GUTTER J015T PANEL POINT 43x3xl/4 DONT. f IXIO PAINTED CEDAR FA5GIA 1/2' EXT. PLYWOOD SOFFIT STEEL J015T (SEE -i / w/ GOVT. STRIP VENT _•- E " STRUCTURAL 5/8" 6YP, BOARD #: I -a 1/2' PROJECTED FACE BRICK 50LDIER COURSE t ROM-OGK. 6' 18 6A. METAL STUDS o 24' O.G. 1/2' EXTERIOR PLYWOOD K/ BATT INSULATION (R -IQ MIN) i j SHEATHING w/ VAPOR BARIER RIGID INSULATION 5TEEL BEAM w/ PLATE LINTEL (SEE STRUCTURAL DW519) r \ +109'-4" 3 5/8" METAL STUD RVKER ROD AND cEALANT BOTTOM OF PLATE BOTH 510B TREATED WOOD SHIM II, BRONZE ANODIZED ALUM. STOREFRONT Y5TEM W/I'INSULATED CLEAR GLA-% (TYP) E THERMALLY BROKEN FRAME. FACE BRICK (BEYOND) 11 . c� I� I; i 3 5/8' CAST 5TONE BU[-LNO5E 51LL. \ 1 i WOOD SHIM ' 1/2' PROJECT® FACE BRICK G RON-OGK 5/8' DRYWALL #' PROVIDE R A5HIN6 AND OPEN 4' CONGRETE SLAB ON b MIL G8x115 o 4'-0' (5EE JOINT FOR AT 48 O.G. +I00'-0' VAPOR BARRIER OVER 4' MIN. STRUG. DWS. I/F2.Q AT BASE OF WALL (TYP). FIN. FLOOR COMPACTED GRANULAR FILL • , �� .loti 1/2 EXPANSION JOINT 2' R161D INSULATION < 4' CONCRETE SIDEWALK W bxb HAxHA WWF ON 4' ! MIN. GOIT'AGTED CA AN -AR j FILL. 5LOPE: SEE CIVIL DWG's. 1 BOTTOM OF GRADE BEAM COW, 6RADE BEAM (5EE FOUND. RAW SWALL SECTION 00 00 W f� 00 (y) f` 3 State Review FU - DALE - ME 0118-A41.ciwy 10-I5-01 2 24.21 pm E157 L l WALL SECTIONS MEMBRANEFLA5MIN6 I/2' PLYWOOD 5HEATHIN6 RUN MEMBRANE ROOF. UP BACK OF WALL. FIBERGLASS A51PHALT ROOFING 5HINGLE5 ` ON 15# ROOFING FELT OVER 1/2' EXTERIOR �PLYWOOD (OR O5B) 12 n RUN MEMBRANE ROOF UP 51DE OF WALL. _ _01 1/4' PER I' -O' MEMBRANENA" RUBBER ROOF • - R1610 IN5ULATION 4 1-1/2' 22 6A. 01 METAL PECK • RE13AR 8' 5TANDARD GONG. BLOCK W/ HORIZ. REINFORCING EVERY OTHER GOUR5E. 4' GONGRETE 5LAB ON b MIL VAPOR BARRIER OVER 4' MI' 60WAGTED GRAM LAR FILL \ 1/2' EXPANSION JOINT— `, :,,, � • . 2' RIGID IN5ULATION • :� • •" • Tri 2x PREMAMJFACTURED WOOD TRU55 AT 24' O.G. (5EE TFJ)% PROFILE, SKEET 5.1) IL7lr'i� 3[� `ir 2x WOOD BLOGKING /—ON 45x3xl/4 DONT. /-3 3/4x5' PREFINI5HED METAL GUTTER JOI5T BEARING H '\,"'--IxiO PAINTED GFDAR FA5GIA 1/2' EXT. PLYWOOD SOFFIT W DONT. STRIP VENT 1/2' PROJECTED FACE BRICK —SOLDIER GQUR_5E t ROM.OGK. RUNNING BOND FACE BRICK. 4x5' PREFIN15HED METAL DOWN 5PW CONNE( TED TO STORM WATER SEWER (5EE CIVIL DRANIN655) I PROVIDE FLA5HI% AND OPEN +100'-0' —JOINT FOR WEEPS AT 48 O.G. AT BASE OF WALL (TYP). FINFLOOR JJ 1/2' EXPAN51ON JOINT 4' C.ONGRE E 51DEWALK W/ bxb A.4x0111.4 WWF ON 4' MIN. COWAGTED 6RANA.AR FILL. SLOPE: 5EE CIVIL DWG's. WALL SECTION im ��itt111111��� EEN'''%, Q `AR19400124: STATE OF ;*/,. u z cn I— LiJ Z Z �N 1.Z X C'9 N'-00 N 00 W I- � r� ti u DRAWING REVIEW ISSUE L _� ` BUILDING AGENCY SUBMITTAL CONSTRUCTION BID/ISSUE I REVISIONS State Review FU - DATE - THE >Hr�-A44 dwq lo -1 of io 13:41, (xn ET ___--WALL-----� SECTIONS A4.3 I - g w< 0 23 0 9:00.41 o n ES a T- 4'-0 5/8" 6-11 3/4" (VARIES) r � I ,u \ 11/4"/ m N r �r- \ N \ 5'-5 5/8" / �" / / 5'-5 5/S" / / I" E.I.F.5. BUILT UP II' -I 5/8' 6 1/4" "—' I"// q 112' / / / b'-8" 11 1/2' / TRUSS PROTFIL TRUSS PROFILE E I FS i��TAIL SCALE: 3/4" = i' -O" SCALE: 3/4" = I' -O" 8 SCALE: f " = I' -O" 51-(91/211 / 5" / 4' -II 1/2" ._ 1 \ \ t -F�i/ _ _ _ _..{. Y_7�_}..._V-.>-ti�..V _-Y�Z' _ _ _ v__Y 4`.I--�Y "X -X Y`�-_r'_:-. _•T-y._.X...Y..X E.I.F.5. HEADER ABOVE 5TOREFRONT. / ^„//1„ QfmIFS t:)�TAIL. —I SCALE: I" = i' -O" E.I.F.5. 7- V ' 71 71- I" E.I.F.5. SOFFIT m m � m I: � W v - m v � 1z j 11/4"/ m N r �r- \ N \ 5'-5 5/8" / �" / / 5'-5 5/S" / / I" E.I.F.5. BUILT UP II' -I 5/8' 6 1/4" "—' I"// q 112' / / / b'-8" 11 1/2' / TRUSS PROTFIL TRUSS PROFILE E I FS i��TAIL SCALE: 3/4" = i' -O" SCALE: 3/4" = I' -O" 8 SCALE: f " = I' -O" 51-(91/211 / 5" / 4' -II 1/2" ._ 1 \ \ t -F�i/ _ _ _ _..{. Y_7�_}..._V-.>-ti�..V _-Y�Z' _ _ _ v__Y 4`.I--�Y "X -X Y`�-_r'_:-. _•T-y._.X...Y..X E.I.F.5. HEADER ABOVE 5TOREFRONT. / ^„//1„ QfmIFS t:)�TAIL. —I SCALE: I" = i' -O" E.I.F.5. 7- V ' 71 71- I" E.I.F.5. SOFFIT ALUMINUM STOREFRONT .13SYSTEM 3 5/5" CAST STONE BULLNOSE SILL. ; 8" METAL 5TUD5 WITH (1) LAYER 5/5" GYP BD EACH R-19 BATT INSULATION SIDE OVER 6" METAL STUDS. STEEL TUBE COLUMN 0 EE�N'''• Q :AR19400124: STATE OF V W j ((yyryryTTyy)) y z� 00 �m t7S _ Wr_ �� ti I' i i DRAWING REVIEW ISSUE U .r !4 4 « `4 BUILDING AGENCY SUBMITTAL ' F e,kuA ' T 41 CONSTRUCTION BID/ISSUE REVISIONS } 4 # 3 � State Review FILE - DATE - TIME 0111 10-23-01 q,00.41 an EST 4 PLOT 5cA1_E "R" BY. pS 1/2" PLYWOOD SHEATHING 6" METAL STUDS WITH (SEE STRUCTURAL) STEEL TUBE COLUMN 6" METAL STUDS WITH w / VAPOR BARIER 5/5" GYP BOARD R-Iq BATT INSULATION (SEE STRUGTURAL) R-19 BATT INSULATION 6" METAL STUDS WITH SHIM PIEGE ---� __.. ___v__ ALUMINUM STOREFRONT _ __ _ _- . _ _ ____ __ _ ALUMINUM STOREFRONT _ - R-19 BATT INSULATION �—SYSTEM SHIT PIEGE SYSTEM SHIM PIEGE ALUMINUM STOREFRONT 1/2'' PLYWOOD SHEATHING I/2" PLYWOOD SHEATHING w/ VAPOR BARIER - — - - = SYSTEM w/ VAPOR BARIER GAULK WITH SEALANT -i METAL BRIGK TIES STEEL TUBE COLUMN -- GAULK WITH SEALANT � I'-0" / I'-0" � , (SEE STRUCTURAL) \ ALUMINUM STOREFRONT 1/4" 1/4" COMMON RUNNING BOND \ 358 N N r - SYSTEM BULLNOES ILL. E Ck METAL BRIGK TIES FAGS BRICK . _ __ _._. _:-__._.... :� 3 5/8 CAST STONE « / 8 2-0 / GAULK WITH SEALANT COMMON RUNNING BOND FAGS BRIGK 8" i'-4" 2' S" BULLNOSE SILL. COMMON RUNNING BOND I/4 / / / FACE BRICK / 2'-8" �, 1/4" 1/4" AALL i7T I L CAST STONE CORNERto INALL DETA I L SCALE: 5/4 = I -O HALL PETAIL SCALE: 5/4" = 1'-0" ��•, . SCALE: 3/4" = I'-0" Q �' Z 1'-4" 1'-4" (1) LAYER 5/8 GYP BD EAGH 51DE OVER 6" METAL STUDS. L , / 3f-48 METAL BRIGK TIES STEEL TUBE COLUMN 6" METAL 5TUD5 WITH (SEE STRUCTURAL) R -IG BATT INSULATION I'-4" `V v Q 'COMMON RUNNING BOND GA5T STONE CORNER SHIM PIEGE - --- ALUMINUM STOREFRONT -. N (-- � SYSTEM x FACE BRICK �,_ _-- - _----- � � �► � `. r�. co I/2" PLYWOOD SHEATHIG b" ! V Ib 6A. METAL 5TUD5 � zo ,7 INC BOND FAGS BRICKi/2" PLYWOOD SHEATHING CAULK WITH SEALANT BARIER 6" Ib GA. METAL STUDS \ \ N �a METAL BRICK TIES GAT AST STONE GORNER----- GUT BULLO5E TO I,_4" 3, I = - O.G. a r 45° ANGLE. \.,_ _ 4 f r-, --- -._ ---- ----- _ _ 3 5/6" GA5T 5TONE t , — — 1 - - - Arch it t 1 COMMON RUNNING BOND �. I Y- = - — N - � "ec ura BULLNOSE SILL. FACE BRICK a 1/2 PLYWOOD SHEATHING IN- Details •I \ \ I/4' I/4' �� 1f I STEEL TUBE GOLUMN \ STEEL TUBE COLUMN STEEL TUBE COLUMN _. (5EE 5TRUCT. PLAN) COMMON RUNNING BOND I (SEE 5TRUGT. PLAN) I°-4" 8° CAST STONE GORNER f (5EE 5TRUGT. PLAN) GA5T 5TONE CORNER y FACE BRICK I 8" / I'-4' / 21-01 21 -ON HALL C>ETA I L P 1 r -R DETAIL PIER =>ETA I L PIER r;>r-TA I L 5GALE: 5/4" = I' -O" SCALE: 5/4" = I' -O" 2 SCALE: 3/4" = I' -O" I SCALE: 3/4" = 1'-0" / r i I: ALUMINUM STOREFRONT .13SYSTEM 3 5/5" CAST STONE BULLNOSE SILL. ; 8" METAL 5TUD5 WITH (1) LAYER 5/5" GYP BD EACH R-19 BATT INSULATION SIDE OVER 6" METAL STUDS. STEEL TUBE COLUMN 0 EE�N'''• Q :AR19400124: STATE OF V W j ((yyryryTTyy)) y z� 00 �m t7S _ Wr_ �� ti I' i i DRAWING REVIEW ISSUE U .r !4 4 « `4 BUILDING AGENCY SUBMITTAL ' F e,kuA ' T 41 CONSTRUCTION BID/ISSUE REVISIONS } 4 # 3 � State Review FILE - DATE - TIME 0111 10-23-01 q,00.41 an EST 4 PLOT 5cA1_E "R" BY. pS 1/2" PLYWOOD SHEATHING 6" METAL STUDS WITH (SEE STRUCTURAL) STEEL TUBE COLUMN 6" METAL STUDS WITH w / VAPOR BARIER 5/5" GYP BOARD R-Iq BATT INSULATION (SEE STRUGTURAL) R-19 BATT INSULATION 6" METAL STUDS WITH SHIM PIEGE ---� __.. ___v__ ALUMINUM STOREFRONT _ __ _ _- . _ _ ____ __ _ ALUMINUM STOREFRONT _ - R-19 BATT INSULATION �—SYSTEM SHIT PIEGE SYSTEM SHIM PIEGE ALUMINUM STOREFRONT 1/2'' PLYWOOD SHEATHING I/2" PLYWOOD SHEATHING w/ VAPOR BARIER - — - - = SYSTEM w/ VAPOR BARIER GAULK WITH SEALANT -i METAL BRIGK TIES STEEL TUBE COLUMN -- GAULK WITH SEALANT � I'-0" / I'-0" � , (SEE STRUCTURAL) \ ALUMINUM STOREFRONT 1/4" 1/4" COMMON RUNNING BOND \ 358 N N r - SYSTEM BULLNOES ILL. E Ck METAL BRIGK TIES FAGS BRICK . _ __ _._. _:-__._.... :� 3 5/8 CAST STONE « / 8 2-0 / GAULK WITH SEALANT COMMON RUNNING BOND FAGS BRIGK 8" i'-4" 2' S" BULLNOSE SILL. COMMON RUNNING BOND I/4 / / / FACE BRICK / 2'-8" �, 1/4" 1/4" AALL i7T I L CAST STONE CORNERto INALL DETA I L SCALE: 5/4 = I -O HALL PETAIL SCALE: 5/4" = 1'-0" ��•, . SCALE: 3/4" = I'-0" Q �' Z 1'-4" 1'-4" (1) LAYER 5/8 GYP BD EAGH 51DE OVER 6" METAL STUDS. L , / 3f-48 METAL BRIGK TIES STEEL TUBE COLUMN 6" METAL 5TUD5 WITH (SEE STRUCTURAL) R -IG BATT INSULATION I'-4" `V v Q 'COMMON RUNNING BOND GA5T STONE CORNER SHIM PIEGE - --- ALUMINUM STOREFRONT -. N (-- � SYSTEM x FACE BRICK �,_ _-- - _----- � � �► � `. r�. co I/2" PLYWOOD SHEATHIG b" ! V Ib 6A. METAL 5TUD5 � zo ,7 INC BOND FAGS BRICKi/2" PLYWOOD SHEATHING CAULK WITH SEALANT BARIER 6" Ib GA. METAL STUDS \ \ N �a METAL BRICK TIES GAT AST STONE GORNER----- GUT BULLO5E TO I,_4" 3, I = - O.G. a r 45° ANGLE. \.,_ _ 4 f r-, --- -._ ---- ----- _ _ 3 5/6" GA5T 5TONE t , — — 1 - - - Arch it t 1 COMMON RUNNING BOND �. I Y- = - — N - � "ec ura BULLNOSE SILL. FACE BRICK a 1/2 PLYWOOD SHEATHING IN- Details •I \ \ I/4' I/4' �� 1f I STEEL TUBE GOLUMN \ STEEL TUBE COLUMN STEEL TUBE COLUMN _. (5EE 5TRUCT. PLAN) COMMON RUNNING BOND I (SEE 5TRUGT. PLAN) I°-4" 8° CAST STONE GORNER f (5EE 5TRUGT. PLAN) GA5T 5TONE CORNER y FACE BRICK I 8" / I'-4' / 21-01 21 -ON HALL C>ETA I L P 1 r -R DETAIL PIER =>ETA I L PIER r;>r-TA I L 5GALE: 5/4" = I' -O" SCALE: 5/4" = I' -O" 2 SCALE: 3/4" = I' -O" I SCALE: 3/4" = 1'-0" / r ELEC. LINE FROM LIN ELEC. LINE FROM CO. TRANS. WATER METER P/T UTILITY CO. TRANS. 200A HOUSE PALL E %DR CONTINUATION, SWATION, SEE E REMOTE WATER METER HOUSE PANEL GONTRl�L REMOTE WATER METER REMOTE READER (TYP) READER (TYP) FREEZE PROOF HB �~ READER HATER METER TO TENANT PANEL E ' I J ELEC. R15ER #1 6A5 METER GA5 METER ELEC #2 6 Wo - TO (rn') -' RISER AS [ - - L9 L P - i `. D5 1 5 i . I" INSULATEDTER r 2' CONDUIT (TIM) LINE IN STRUCTURE ABOVEll - KFLOW PREVEN +��� } _ BATTER R15ER AND t - 1I ` 200A METER BASE FOR } (� TER o REST- ^� --, I "CONDUIT r PROP05ED REST _ FUTURE TENANT (TYP) _ a _ _ I I _ _ �- ' ROOM LOCATION ".� WALL MOUNTED ELEC. 1! L �PROPDSED REST- LI _L! .m �* \ HEATER UNIT ROOM LOCATION II c . 3 STUB -UP FOR RITURE �G1/5* PER R1' SEWER LINE 6' MF 5ANITART 5EWER LINE / _ TENANT GOWEGTION /8 PERI -0MIN. I I L SLOPE I/8' PER I' O' MIN. �TO 5 HERR'CONNECTION NN CTTII N (SEER ION) II 1 II TO TENANT TO TENANT ( TO TENANT j fi0 TENANT LI TO TENANT TO TENAl TO TE.NAN' ti'e.r.!' TO TENANT i PANE, RTU #1 PANEL RTU,#2 PANEL RTU #3 PANEL RTU #4 PANEL. RTU #5 PANEL.. RTU #6 PANE!_ RTU #T 1 :,, .i RTU #8 PANEL RTU #9 35 TON ► 35 TON 35 TON t 1* GAS FIRED \ GA5 fiRED GA5 FIRED 35 TON 35 TON E I I 6A5 FIRED ` GA5 FIRED GAS FIRED GA5 FIRED GA5 F►RED R 35 TON 3S TON 5 TON DISCONNECT DISCONNECT I I 1- GA5 FIRED DISCONNECT 1 E TO TENANT's TO TENANT's D"CONNECT TO TENANT's TO TENANT'S ELEC. PANEL ` ELEC. PANEL _ EL TENANT'S } F71 II ELEC PANEL ELEC. PANEL ELEC_ PANEL GFI v 6H I) WP HP HIP �! II ,, y L i II Lu V \ E TENANT SIGNAGE I TENANT 516NA&E I I TENANT SIGNAGE � TTT T PANEL i{I �ANT PANE TENANT 51(5NA&E TENANT 51,65NA6,E YP II. II 60TfT PANE , NANT PANE TfAT PANEL E I 7i, II E t i RECESSED FREEZE PROOF HB ZIM - - - - --- - -- - Q J E --- J E� E - - E i 150H 150W 150W 150W 150H 150H 150H 150H 150H E k � I - a= i L s L I I t I O O O O O O O O O MECHANICAL, ELECTRICAL 8 PLUMBING PLAN GENERAL HVAC NOTES I. ALL UNITS SHALL BE RURN15HED WITH EC9NOMIZER5 AND INSTALLED ON MANUFACTURERS INSULATED MOUNTING Cd1RB5. 2. MAIN SUPPLY AND RETURN DUCTS SHALL BE INSTALLED ONTO WAG UNIT5 AND EXTEND A MINIMUM OF 24" BELOW ROOF DECK. 3. TflERM05TAT5 SHALL 15E HONEYWELL T1300AI005 WITH A 1018 5013-131 WITH CLEAR LOCKING COVERS. 4. FIRE5TATS AND SMOKE DETEGTOR5 SHALL BE FURNISHED AND INSTALLED IN MAIN DUCTS BY LANDLORD, IF REQUIRED BY LOCAL GODE5. 1. ALL PLUMBING TO CONFORM TO ALL APPLICABLE CODES. 2. PROTECT COPPER WATER LINES TNROUGH CONCRETE FLOORS WITH 'CELL -0 -FLEX' OR EQUIVALENT. 3. PLUMBING CONTRACTOR SHALL COORDINATE WORK WITH ALL OTHER TRADE5 TO A l9- COMPLETE, SAFE AND WORKABLE SYSTEMS. 4. VERIFY LOCATION5 AND SIZES OF ALL PLUM931NG ROUG44-IN5 AND FIXTURE5 WITH OWNER PRIOR TO INSTALLATION. _�,.--5F�-61 NOTA AND f��1 WTESTES 5f•IL�-F-#� -- -- __ __f URTiER-#f0RMATi0N:-----.---____-- b. VERIFY SUPPLY LINE HEIGHT5 AND DRAIN WASTE HEIGHTS WITH EQUIPMENT MANUFACTURER OR SUPPLIER PRIOR TO INSTALLATION. T:--PLtMBER-TO 4W_ -y I;:L--Gkh6K f�t�TFi,4T-Ake BAS- -- - 5UPPEY LMES-T,O EGIUWt494f:--- - _-- 8. VENT5 NOT 5H0HN. PLUMBING CONTRACTOR TO INSTALL ALL NECE55ARY VENT PIPING AS REQUIRED TO CONFORM TO ALL APPLICABLE CODES. f GENERAL ELECTRIC NOTES PLANS FOR EXACT START/END 1. ENTIRE INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH ' APPLIGA13LE GODE5 AND ORDINANCES. 2. VERIFY LOCAL GONDITION5 AT 51TE. 3. CONTACT UTILITY COMPANY TO ARRANGE FOR 5ERVICE. [] TRANSFORMERS, PRIMARY GONDUIT AND GABLE THAT WILL BE FURNISHED AND INSTALLED BY UTILITY COMPANY. 4. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL SECONDARY CONDUITS FROM TO METERS. 5. ALL LIGHT FIXTURES AND LAMPS WILL BE FURNISHED AND I Fil INSTALLED BY E.G. 6. ALL UNDERGROUND CONDUIT SHALL. BE 5GHED. 40 PVC, FRI INSTALLED PER LOCAL CODES AND NEG. 1. ALL G NOUIT ABOVE SLAB SHALL BE EMT THINWALL. 8. ALL CONDUIT SHALL BE CONGEALED IN FINISHED AREAS. 9. ALL (,UNDUIT INSTALLED ABV. GEILI%5 SHALL BE SUPPORTED FROM ROOF STRUCTURE, f 10. ALL L16HT POLE bi WILL BE BY OTHERS. E.G. SHALL BE I RESPONSIBLE TO COORDINATE ANCHOR BOLTS, INCOMING CONDUITS AND GROUNDING CONNECTION AT BA5E. 11. ALL 5RJGE5 NO. 8 AND LARC-E R CONDUGTOR5 SHALL BE MADE WITH SPLIT BOLT TYPE CONNECTORS. 12. ALL UNDERGROUND CONDUITS: PROVIDE VINYL WARNING TAPE AT 18' ABOVE CONDUIT. 13. ALL BACKFILL MATERIAL SHALL BE CLEAN AND FREE OF STONE OR CONCRETE CONTAMINATION AND SHALL 13E GOMPAGTED TO 4515 PROCTOR 14. PROVIDE TYPEYRITTEN PANELBOARD DIRECTORIES. � mini© GROUND PER NEMA STANDARDS FIBER ou►anur n HOUS 120/208V MO JUNCTION EECAEEBINET TAPC.BOO. 3-4" PVC CONDUITS TO PSI TRANSFORMER 200A HOUSE PANEL GROUND PER NEMA I STANDARDS 10 I LOAD CENTER DIAGRAM (4) +3/0 T" COPPER 2' CONDUIT 200 AMP MAIN BREAKER #2 COPPER GROUND e.ecI FucN. wee+ oaQRM rl MO MO OM 120/208V JUNCTION CABINET AYEEPC BOO. GROUND PER NEMA/"'i STANDARDS 2" PVC (TYP) TO B -SPACE LOCATION 3-4' PVC CONDUITS TO PSI TRANSFORMER .�\o;\LEEN'''' No. j =Q AR19400124 -<� STATE OF G� IT t L>_ 1 Q z� cm i2 J2 Z rn 100 V wr_ J to DRAWING REVIEW ISSUE A, 0 r 4 � BUILDING AGENCY SUBMITTAL EFF3R11ARi 2Fi, 200' CONSTRUCTION BIDASSUIE REVISIONS f 3 � 4 } 5 ' STATE REVIEW FU - DATE - TIFF 01"11,1 vg 11,941 a,30.56 m E5T PLOT SGALE DRAW BY, I'-0' DSS V w V � `z+1 Z q Z w , nl W p V Mech/Elec/Plum Plan M1.1 NOTE: SEE CIVIL ENG. SITE UTILITY PLANS FOR EXACT START/END LOCATIONS OF ALL SITE UTILITIES LEC,M E - ELECTRICAL LINE _'- TENANT ELECTRICAL PANEL [] -UNCTION E30X DUPLEX RECEPTACLE REGE55ED SOFFIT LIGHT 115W WALL MOUNTED LIGHT o 10'-0" A.F.F. I Fil 115W, 120 (, WALL PACK w/ PHOTO- VERIFY TO MEET LOCAL LIGHTING GODE5). FRI REMOTE WATER METER READER � mini© GROUND PER NEMA STANDARDS FIBER ou►anur n HOUS 120/208V MO JUNCTION EECAEEBINET TAPC.BOO. 3-4" PVC CONDUITS TO PSI TRANSFORMER 200A HOUSE PANEL GROUND PER NEMA I STANDARDS 10 I LOAD CENTER DIAGRAM (4) +3/0 T" COPPER 2' CONDUIT 200 AMP MAIN BREAKER #2 COPPER GROUND e.ecI FucN. wee+ oaQRM rl MO MO OM 120/208V JUNCTION CABINET AYEEPC BOO. GROUND PER NEMA/"'i STANDARDS 2" PVC (TYP) TO B -SPACE LOCATION 3-4' PVC CONDUITS TO PSI TRANSFORMER .�\o;\LEEN'''' No. j =Q AR19400124 -<� STATE OF G� IT t L>_ 1 Q z� cm i2 J2 Z rn 100 V wr_ J to DRAWING REVIEW ISSUE A, 0 r 4 � BUILDING AGENCY SUBMITTAL EFF3R11ARi 2Fi, 200' CONSTRUCTION BIDASSUIE REVISIONS f 3 � 4 } 5 ' STATE REVIEW FU - DATE - TIFF 01"11,1 vg 11,941 a,30.56 m E5T PLOT SGALE DRAW BY, I'-0' DSS V w V � `z+1 Z q Z w , nl W p V Mech/Elec/Plum Plan M1.1 1 X No NAME Wom im BASE 6 "VINri NONE NOW WALLS DRYPtALL t A/NTm DieYrwgLL GG��-K. A/N7W DRYh41LL t f0/nIG a K NOTES H6T a =o• o,-0 01 3 5/B" METAL 5TUL,6 AT 24" O.G. WITH 510' TOILET 5ALE5 5TORA6E RESlL/A/NrW FL�e Earn Ew. COW I DRYWALL EACH 51DE WITH F/BERGLA5 BATT 3'-0" x 6'-6" INSULATION TO /O'-6" A.F.F. SEAL ALL V005 0 DOOR SCHEDULE No TIGHT. DOOR 2 02 6" METAL 5TUD5 AT 24" 0. C. WITH 5/6" DRYWALL I + V kiooD WITH F18ER&LA55 BATT INSULATION TO ROOF TRU55E5. SEAL ALL V0/05 TJ6HT. 03 ALUM/N,04 AND 6LA55 5TOR -FRONT. AT BULKHEAD 5 ABOVE 5TOREFRONT PROVIDE FIBER67LA5 BATT INSULATION V- - _ - 300 GFM BETWEEN 5TUD5 AND 5/6" DRYWALL ON INTERIOR I I 4 IQ X FAGS, r F 120" MA, j 8 04 TOILET PAPER HOLDER ®+24" A.F.F. TO CENTER. 10-m/ `O■� 9 05 / 1/2" DIAMETER 6RAB BAR ® +33" A.F.F. m 300 GFM 300 GFM MOUNT WITH l I/2" CLEARANCE TO FACE OF WALL m ---rt--._- n- -----a --- -_ AMID M(NP-t" VERTICAL AND HORIZONTAL RE -315T - IW -7 FORGE /N ACCORDANCE W/ HAWICAPPFD i - 1 AGGE55/BIL/TY CODE. 06 /20/206V, 3-%, 4 WIRE 200 AMP MAIN BREAKER, - MOUNTED ON PLYWOOD BACKBOARD. r - 07 EXIT LIGHT �\ — '- 4 i 06 5/NK W/ CABINET UNDER. Oq 6 GAL. WATER HEATER ABOVE CE/LIN&. IO 6" METAL STUDS AT 24" O.G. WITH 5/6' DRYWALL ONE SIDE ONLY WI77-! F/BERGLA55 BATT INSULA TION TO ROOF 77ZU55 SEAL ALL V0/05 TIGHT 3'-0" x 6'-6" x 13/6" 5OLID GORE DOOR 1 X No NAME Wom im BASE 6 "VINri NONE NOW WALLS DRYPtALL t A/NTm DieYrwgLL GG��-K. A/N7W DRYh41LL t f0/nIG a K 6'm H6T a =o• o,-0 REMARKS - 200 GFM �8'w TOILET 5ALE5 5TORA6E RESlL/A/NrW FL�e Earn Ew. COW I 4 TUBE 2'X4' LAY -IN TYPE I° NI6HTLI6HT (REMAINS ON AT ALL TIMES) 0 DOOR SCHEDULE No 250 GFM �10'4�' DOOR FRAME REMARKS _ ___-------------- . THERM05TAT I + V kiooD wfl- m� V- - 300 GFM I I IQ X F I 10-m/ `O■� 300 GFM 300 GFM ---rt--._- n- -----a --- -_ HVAC PLAN (TENANT SPACE C, E $ 6) T TO EXIT REFLECTED CE I L I N6 PLAN (TENANT SPACE C, E 4 6) "AH I TE 5OX" ROOM FLASH SCHEDULE No NAME FLOOR BASE 6 "VINri NONE NOW WALLS DRYPtALL t A/NTm DieYrwgLL GG��-K. A/N7W DRYh41LL t f0/nIG a K r.,EILIN6 Ara6r. AGILE TILE AW157'. TILE H6T a =o• o,-0 REMARKS - 1 2 3 TOILET 5ALE5 5TORA6E RESlL/A/NrW FL�e Earn Ew. COW 4 TUBE 2'X4' LAY -IN TYPE FLOURE5GENT FIXTURE NI6HTLI6HT (REMAINS ON AT ALL TIMES) DOOR SCHEDULE No SIZE DOOR FRAME REMARKS _ ___-------------- . THERM05TAT I + V kiooD wfl- SYMBOLS 8 ABBREV. TELEPHONE JACK AT 16" (TYPICAL) 120 V. FLUSH DUPLEX FLOOR OUTLET (TYPICAL) THERMOSTAT AT 60" A.F.F. (TYPICAL) 120 V. DUPLEX OUTLET AT 16" A.F.F. (TYPICAL) - 2'-0" X.2' -O" X 3/4" PLYWOOD PANEL FOR % TELEPHONE INSTALLATION. G05T OF INSTALLATION BY TENANT. $ SWITCH AT 45" A.F.F. (TYPICAL) G) JUNCTION BOX PLUMBING RISER DIAGRAM MTER WATER ABOVE GE/LIN& 3/4' DRAIN LINE FROM POP- OFF. RUN TO FLOUR DRAIN. 3- VENT THRU ROOF REVENT V LAV 3"jT <. 3j G41F HLC.3 • q� 3' DRAIN 3' 4 EXHAUST TO EXIT 50 GFM " LG. V-0 Zvi i 6-m `n 'h 5TORA&E \ \ 200 GFM PROPOSED TOILET 1 5'-9 5/8" ROOM LOCATION 250 GFM a 4i tV ry _ i I . -. CV _I AL m tY 4 PROPOSED DEMISING WALL I vLN 300 GFM I I v �Az �lo-m j © / 1 TENANT BUILD -OUTS TO AL I BE FILED 5EPERATELY Ij O E 1 4 AL 4 �x x L j r- GL6. • 10'-O" I �I I t \ \ j 300 GFM j —104— AL 1010 4 m 1 300 CFM i I 3 7 / 20'-0' 1 FLOOR PLAN (1400 sf) HVAC PLAN RE—ELECTED CE I L I N6 PLAN (TENANT SPACE C, E 4 6) (TENANT SPACE A) (TENANT SPACE A) TENANT FLOOR PLAN; REFLECTED CEILING; HVAC -PLAN (NP. TENANT SPACE) FLOOR DRAIN C®ri PROP05ED REST 5' q 5/8. ROOM LOCATION / 2 m ',,ONILEEN'''�%. qN� No. �� y =Q ' AR19400124 : STATE ❑F i C IT SYMBOLS & ABBREV. ® ILLUMINATED EXIT LIGHT W JUNCTION BOX LZJ COMBINATION EXHAUST FAN/LI6HT EWR6EN6Y LIGHT W/ BATTERY PAGK 4 TUBE 2'X4' LAY -IN TYPE FLOURE5GENT FIXTURE NI6HTLI6HT (REMAINS ON AT ALL TIMES) 8" x 24" E66GRATE TYPE RETURN AIR GRILLE. (RAW F ! S 50 GFM 200 GFM 91 O a �1 250 GFM 10"m� of N U1 � m X 300 GFM I 1 _OI XIfV I 300 GFM 300 GPM HVAC PLAN (TENANT SPACE B, D, F 4 H) EXHAL) T TO EXIT V-0 R a REFLECTED CE I L I N6 PLAN (TENANT SPACE S, D, F 4 H) AH 1 TE BOX" 4 aM I W' " 2 — � m STORAGE 5'-q5/8' PROP05ED TOILET / ROOM LOGATION F--� O m 4 0 0 4 ry a - AL 4 PROP05ED DEMI51% WALL----\ SALES TENANT BUILD -M5 TO BE FILED 5EPERATELY a ,a A q N N Li #� t 10 r� 10 \b 4 3 m / 20'-0' / FLOOR PLAN (1400 sf) (TENANT SPACE B, D, F 4 H) HVAC PLAN (TENANT SPACE I) EXHAUST TO EXIT REFLECTED CE I L I N& PLAN (TENANT SPACE 1) TENANT FLOOR PLAN; REFLECTED CEILING; HVAC—PLAN (T**iejw. TENANT SPACE) m- m I FLOOR PLAN (1400 0) (TENANT SPACE 1) -_------ GY S�T =Q ' AR19400124 -<- STATE OF jglll �1, IT DRAWING REVIEW ISSUE 2 4 BUILDING AGENCY SUBMITTAL _ F EbKUARY 26, 2+002 CONSTRUCTION BIDASSUE 50 GFM REVISIONS 2 6"m Q ' O 250 GFM e � \ 10'� STA"L"L Ift' I/ �i YX FILE - DATE - TIM OI 00412A49 10-2401 10:24,12 an EST PLOT 56ALE DRAW* BY, ® 10'o I 10"(p 250 GFM x 250 GFM �-1 x �l 250 GFM 250 GFM' fi ® , T� 10'm 1 1 } 1 N1 NI `0'0 ® t --'i 350 GFM 350 GFM HVAC PLAN (TENANT SPACE I) EXHAUST TO EXIT REFLECTED CE I L I N& PLAN (TENANT SPACE 1) TENANT FLOOR PLAN; REFLECTED CEILING; HVAC—PLAN (T**iejw. TENANT SPACE) m- m I FLOOR PLAN (1400 0) (TENANT SPACE 1) -_------ GY S�T =Q ' AR19400124 -<- STATE OF jglll �1, IT DRAWING REVIEW ISSUE 2 4 BUILDING AGENCY SUBMITTAL _ F EbKUARY 26, 2+002 CONSTRUCTION BIDASSUE REVISIONS 2 s Q ' O 4 e � STA"L"L Ift' I/ FILE - DATE - TIM 00412A49 10-2401 10:24,12 an EST PLOT 56ALE DRAW* BY, VV TENANT 5FEC I f= I CA71 0N5 5T -IN-PLACE CONCRETE CONCRETE FOR INTERIOR FLOOR 5LAB5 SHALL BE MINIMUM 3000 PSI AT 28 DAY TEST WITH 4" MAXIMUM SLUMP. THE LATEST AGI CODES AND STANDARDS SHALL GOVERN ALL CONCRETE WORK. A b MIL POLYETHYLENE VAPOR BARRIER SHALL BE PLACED ON TOP OF A MINIMUM OF 4" GRANULAR FILL AT ALL INTERIOR SLAB AREAS. LAPS SHALL BE MINIMUM OF 6". TURN UP VAPOR BARRIER AT ALL VERTICAL SURFACES. INTERIOR 5LA55 SHALL RECEIVE A STEEL TROWEL FINISH MAXIMUM VARIATION IN SURFACE LEVEL OF 1/5" IN 10'-0". SLABS SHALL BE CURED USING A CURING COMPOUND EQUAL TO 5ONNE5ORN "KURE-N-SEAL". APPLY CURING COMPOUND IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. CONTROL JOINTS AT INTERIOR SLABS (WHERE SHOWN ON THE DRAWINGS) SHALL BE TOOLED OR SAWN TO A DEPTH OF AT LEAST ONE- QUARTER OF THE CONCRETE THICKNESS. METALS METAL SCREW TYPE STUDS FOR INTERIOR PARTITIONS SHALL BE 3 5/8" OR 6" DEEP X 25 GAUGE STUDS AT 16" OR 24" ON CENTER, AS SHOWN ON DRAWINGS. STANDARD FLOOR AND CEILING TRACKS SHALL BE USED. NALL5 SHALL BE BRACED ABOVE CEILING LINES AS REQUIRED TO MAINTAIN 5TRAIGHTNE55. SECURE TRACKS TO FLOOR, METAL ROOF DECK OR SUSPENDED CEILING GRID AS REQUIRED. CARPENTR`r CONSTRUCTION LUMBER SHALL BE EQUAL TO DOUGLAS FIR, KILN DRIED TO A M015TURE CONTENT OF 195 OR LESS. PROVIDE WOOD BLOCKING AS REOU I RED IN WALLS, PARTITIONS, ETC., TO RECEIVE HARDWARE, GRAB BARS, TOILET ROOM ACCESSORIES OR OTHER MISCELLANEOUS FASTENINGS. SECURELY ATTACH CARPENTRY WORK TO SUBSTRATES BY ANCHORING AND FASTENING INDICATED AND AS REOUIRED BY RECOGNIZED STANDARDS. COUNTERSINK NAIL HEADS ON EXPOSED WORK AND FILL HOLES. USE COMMON WIRE NAILS UNLESS OTHERNISE INDICATED. USE FINISHING NAILS FOR FIN 1 SH WORK. SELECT FASTENERS OF 51 ZE THAT WILL NOT PENETRATE MEMBERS WHERE OPPOSITE SIDE HILL BE EXPOSED TO VIEW OR WILL RECEIVE FINISH MATERIALS. MAKE TIGHT CONNECTIONS BETWEEN MEMBERS. INSTALL FASTENERS WITHOUT 5PLITTING WOOD; PREDRILL AS REOUIRED. INSTALLER MUST EXAMINE AREAS AND CONDITIONS UNDER WHICH CARPENTRY NORK IS TO BE PERFORMED. NOTIFY ARCHITECT IN WRITING OF CONDITIONS DETRIMENTAL TO PROPER AND TIMELY COMPLETION OF WORK. DO NOT PROCEED KITH WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED IN AN ACCEPTABLE MANNER. COORDINATION: FIT CARPENTRY WORK TO OTHER WORK, SCRIBE AND COPE AS REQUIRED FOR ACCURATE FIT. CORRELATE LOCATION OF FURRING; NAILER5, BLOCKING, GROUNDS AND SIMILAR SUPPORTS TO ALLOW ATTACHMENT TO OTHER WORK. DISCARD UNITS OF MATERIAL WITH DEFECTS WHICH MIGHT IMPAIR QUALITY OF WORK AND UNITS WHICH ARE TOO SMALL TO FABRICATE NORK KITH MINIMUM JOINTS OR OPTIMUM JOINT ARRANGEMENT. SET CARPENTRY WORK ACCURATELY TO REQ'D LEVELS AND ALIGNED KITH MEMBERS PLUMB, TRUE AND ACCURATELY OUT AND FITTED. THERMAL/SOUND INSULATION FIBERGLASS WALL INSULATION SHALL BE 3 5/8" (R -II) OR 6" (R-19) UNPAGED FRICTION -FIT BATTS AT HALLS AS SHOWN ON DRAWINGS. PROVIDE WIDTHS OF BATTS AS REQUIRED FOR USE WITH STUDS SPACED AS SHOWN ON THE DRAWINGS. CAULK I NCS, 5EALANT5 ANP MOISTURE CONTROL JOINT SEALANT FOR INTERIOR WORK NOT SUBJECT TO MOVEMENT SHALL BE EQUAL TO ONE PART TREMCO BUTYL RUBBER SEALANT. JOINT SEALANT AT ALUMINUM STOREFRONT SHALL BE EQUAL TO TREMGO I7YMONIC ONE PART POLYURETHANE SEALANT. COLORS TO BE AS SELECTED BY ARCHITECT. SEALANT INSTALLATION, INCLUDING SURFACE PREPARATION AND BACK-UP MATERIALS, SHALL BE IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS AND RECOMMENDATIONS. SEALANT WORK FOR THE ALUMINUM STOREFRONT SHALL BE PERFORMED BY THE RESPECTIVE CONTRACTOR PERFORMING THAT SECTION OF THE NORK. 1::)00R5 ANO FRAME5 INTERIOR WOOD DOORS SHALL BE PRE -HUNG TYPE 1-3/8" THICK HOLLOW GORE FLUSH AS 5HONN ON THE DRAWINGS. FACES SHALL BE STAIN GRADE LUAN VENEER. FRAMES SHALL BE HOOD. DOORS REQUIRED TO ACHIEVE STATED FIRE RATING SHALL HAVE REOUIRED GORE TO ACHIEVE RATING ACCORDINGLY. NOOD DOORS SHALL BE IN ACCORDANCE WITH THE NATIONAL WOODWORK MANUFACTURES A550CIATION STANDARDS AND RECOMMENDATIONS. SEE DRANINGS FOR DOORS AND FRAMES REQUIRING A U.L. 20 MINUTE LABEL, OR OTHER SPECIAL LISTING IN ACCORDANCE WITH BUILDING CODE REOU I REMENTS. HARI7WA<RE HARDWARE AT ALUMINUM STOREFRONT DOORS: (HARDWARE SET #I) I CYLINDER - SHALL MEET ADA 5TD5. ALL OTHER HARDWARE TO BE INCLUDED BY ALUMINUM DOOR MFR.:, THRESHOLD, CLOSER AND WEATHERSTRIPPING - SHALL MEET ADA 5TD5 HARDWARE AT STORAGE ROOM DOOR: (HARDWARE SET #2) VERIFY WITH OWNER HARDWARE AT TOILET ROOM DOOR: (HARDWARE SET #3) VERIFY WITH ONNER FINISHES: USP PRIME COATED 26D DULL CHROME AL ALUMINUM MANUFACTURER'S LIST: HINGES STANLEY PASSAGE 4 PRIVACY SETS SARGENT STOPS GLYNN-JOHNSON SUBSTITUTIONS SHALL BE SUBMITTED TO THE OWNER FOR APPROVAL. ALL DOORS SHALL BE KEYED DIFFERENT. PROVIDE CON5TRUCTION GORES WITH ALL LOCKS. 1:�R`T`WALL GYPSUM DRYNALL SHALL BE SIMILAR TO USG "5HEETROCK", 48" WIDE WITH TAPERED EDGES. WHERE FIRE RATED PARTITIONS AND/OR GE I L I NGS ARE REOUIRED, GYPSUM DRYWALL SHALL BE FIRE RESISTIVE TYPE. THICKNESS SHALL BE AS SHOWN ON THE DRAWINGS. USE NALLBOARD OF MAXIMUM LENGTH TO MINIMIZE END JOINTS. SIDE JOINTS SHALL OCCUR OVER 5TUD5 OR BLOCKING. APPLY WALLBOARD WITH LENGTH OF BOARDS VERTICAL. 50REN GYPSUM WALLBOARD TO STUDS OR OTHER FRAMING MEMBERS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. METAL AN REINFORCING TAPE SHALL BE S 1 M I LAR TO USG METAL TRIM AND U56 CORNER BEAD. FURRING STRIPS AT CONCRETE BLOCK WALLS SHALL BE SIMILAR TO U567 METAL FURRING CHANNEL INSTALLED VERTICALLY AT 24" ON. CENTER. JOINT GEMENT AND REINFORCING TAPE SHALL BE MANUFACTURER'S STANDARD, APPLY JOINT TAPE AND SPACKLING COMPOUND, AT SURFACES EXPOSED TO VIEYV, IN ACCORDANCE WITH MANUFACTURER'5 INSTRUCTIONS. SAND JOINTS SMOOTH WITH SURROUNDING WALLBOARD SURFACE. SEAL TIGHT AROUND ALL OPENINGS. PAINTINCG AN:;) STAINING ALL SURFACES TO BE PAINTED OR STAINED SHALL BE PROPERLY PREPARED BEFORE STARTING THE PAINTING WORK. SHOP OR PRIME GOATS SHALL BE IN GOOD ORDER BEFORE PAINTING BEGINS. WOOD SHALL BE SMOOTH AND FREE FROM RAISED GRAIN OR OTHER SURFACE IMPERFECTIONS. METAL SURFACES SHALL BE WIRE BRUSHED TO REMOVE ALL RUST OR MILL SCALE. BEFORE PAINTING, REMOVE OR PROTECT HARDNARE, ACCESSORIES, PLATES, LIGHT FIXTURES AND SIMILAR ITEMS AND REPLACE UPON COMPLETION OF THE PAINTING OPERATION. APPLY PAINT OR STAIN TO GLEAN, DRY AND SMOOTH SURFACES ONLY. INTERIOR WOOD AND METAL SURFACES SHALL BE SANDED SMOOTH BEFORE AND BETWEEN GOATS. ALL PAINTS AND STAINS TO BE INSTALLED AS PER MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. SCHEDULE OF SURFACES: INTERIOR FERROUS MATERIALS I GOAT ANTI -RUST METAL PRIMER (OMIT IF SHOP PRIMED) 2 GOATS ALKYD ENAMEL INTERIOR DRYNALL EXPOSED TO VIEW 2 GOATS LATEX FLAT, EXCEPT AT TOILET ROOMS USE 2 GOATS LATEX SEMI -GLOSS ENAMEL INTERIOR WOOD (STAINED) I GOAT STAIN I GOAT SANDING SEALER 2 COAT5 STAIN VARNISH INTERIOR WOOD (PAINTED) I GOAT WOOD PRIMER 2 GOATS ALKYD SEMI -GLOSS ENAMEL INTERIOR CONCRETE BLOCK I GOAT FILLER I GOAT LATEX FLAT, EXCEPT AT TOILET ROOMS USE I GOAT LATEX SEMI -GLOSS ENAMEL THE NUMBER OF COATS SPECIFIED ARE MINIMUM AND SHALL BE ADJUSTED AS REOUIRED TO OBTAIN ADEQUATE COVERAGE. ACOU571 CAL CE I L I NCG5 SUSPENDED ACOUSTICAL GE I L I NGS SHALL BE EQUAL TO ARMSTRONG NON -DIRECTIONAL "FISSURED MINABOARD" PANELS, 24" X 48" X 5/8" THICK, WITH STANDARD WHITE FINISH AND A FLAME SPREAD RATING OF 25 OR LESS. GRID SYSTEM SHALL BE EXPOSED "T" BAR AND SHALL BE WHITE, CHICAGO METALLIC, CORPORATION #500 SNAP -GRID SYSTEM, OR EQUAL. MAIN TEES SHALL BE 1-1/2" DEEP X 15/16" WIDE. HANGER WIRE SHALL BE #12 OR LARGER. WHERE REQUIRED, ACOUSTICAL PANELS AND SUSPENDED GRID SYSTEM SHALL BE FIRE RATED. IN RATED CEILING AREAS, CEILING CONTRACTOR SHALL PROVIDE REOUIRED PROTECTION FOR RECESSED LIGHTING FIXTURES PER U.L. AND CODE REQUIREMENTS. COMPLETE GRID AND CEILING PANEL SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. RE51 L I ENT 7LOOR I NG RESILIENT FLOORING SHALL BE SIMILAR TO 12" X 12" 3/32" THICK VINYL COMPOSITION FLOOR TILE AS MANUFACTURED BY ARMSTRONG. VINYL BASE SHALL BE 4" HIGH COVE TYPICAL AND 6" HIGH COVE FOR TOILET ROOMS; EXCEPT FOR CARPET AREAS WHICH SHALL BE STRAIGHT. USE STANDARD MOLDED CORNERS THROUGHOUT AND PROVIDE EDGE REDUCING STRIPS WHERE TILE TERMINATES. TILE INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. PROVIDE OWNER W 1 TH TWO EXTRA CARTONS OF EACH COLOR OF TILE USED AT THE COMPLETION OF THE PROJECT. ELECTRICAL ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST RULES, REGULATIONS AND REQUIREMENTS OF THE LOCAL ELECTRICAL INSPECTION DEPARTMENT, NATIONAL BOARD OF FIRE UNDERWRITERS, NATIONAL ELECTRICAL CODE, THE POWER COMPANY FURN15HING SERVICE, LOCAL AND STATE CODES AND ORDINANCES. ALL FEEDER AND BRANCH CIRCUIT NIRING SHALL BE THHN COPPER FOR DRY LOCATIONS AND THNN COPPER FOR DAMP LOCATIONS AND UNDER OR IN SLABS. MINIMUM WIRE SIZE SHALL BE #12. ALL WIRING SHALL BE IN THIN NALL CONDUIT. ALL LIGHTING AND POKER PANELS SHALL BE SERVICE RATED LOAD CENTERS WITH SERVICE RATED MAIN BREAKER. BREAKERS FOR LIGHTING SHALL BE SNITCH RATED. LABEL ALL CIRCUITS. FLOOR OUTLET BOXES SHALL BE EQUAL TO STEEL CITY #65D. PROVIDE APPROPRIATE FLANGES FOR TYPE OF FLOOR COVERING AS REQUIRED. SNITCHES, OUTLETS AND COVER PLATES SHALL BE IVORY. ELECTRICAL CONTRACTOR SHALL PROVIDE AN INSTALL AN ON/OFF SNITCH ABOVE TOILET ROOM CEILING TO CONTROL THE WATER HEATER. ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL DISCONNECT FOR ROOF TOP HVAC UNITS. AND SHALL PROVIDE A NP DUPLEX OUTLET AT EVERY OTHER ROOF TOP UNIT. ELECTRICAL CONTRACTOR SHALL WIRE UP THROUGH ROOF TOP HVAC UNITS (WIRE FROM INSIDE - NO ROOF PITCH POCKETS). ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL RAGENAY FROM ROOF TOP HVAC UNIT TO THERMOSTAT. PROVIDE KITH PULL STRING OR WIRE. ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL CONDUIT AND BOXES FOR TELEPHONES AS REQUIRED BY TELEPHONE COMPANY. PROVIDE WITH PULL 5TRING OR HIRE. TELEPHONE INSTALLATION SHALL BE BILLED SEPARATELY TO THE TENANT. TENANT SHALL BE RESPONSIBLE FOR NIRING HIS EXTERIOR SIGN TO THE JUNCTION BOX PROVIDED BY THE OWNER. L I GHT 7-1 X7URE5: EXIT 5IGN5 AND EMERGENCY LIGHTS EXIT 5I6N5 AND EMERGENCY LIGHTS SHALL BE AS REQUIRED BY THE STATE AND LOCAL BUILDING CODES AND REGULATIONS. EXIT SIGNS AND EMERGENCY LIGHTS SHALL BE PROVIDED WITH BUILT-IN EMERGENGY PACK TO PROVIDE POKER IN CASE OF POKER FAILURE COMPLETE KITH NECE55ARY HARDWARE FOR MOUNTING. CEILING FIXTURES - (INTERIOR) 2'X 4'LAY-IN FLUORESCENT-LITHONIA 26544OAl2 BATH/FAN COMBINATION NUTONE - #5663P (MECHANICAL CONTRACTOR SHALL PROVIDE AND INSTALL DUCT ABOVE CEILING FROM FAN TO EXTERIOR NALL AND WEATHERPROOF NALL VENT) HEATING, VENT I LAT I NG ANIS AIR -CONDI T I ON I NG ALL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT LOCAL AND STATE CODES AND ORDINANCES, UL, ASA, AMCA, ASHRAE AND SMAGNA. MAIN TRUNK AND BRANCH DUCTWORK SHALL BE CONSTRUCTED OF GALVANIZED STEEL OF THE GAUGE AND CONSTRUCTION DETAILS AS RECOMMENDED BY SMAGNA. BRANCH DUCTS TO DIFFUSERS SHALL BE ROUND. PROVIDE qO DEGREE ELBOW AT END OF BRANCH DUCTS. FLEXIBLE DUCT MAY BE USED TO CONNECT SHEET METAL DUCT TO DIFFUSERS (5'-0" MAXIMUM LENGTH). DOUBLE DRAW BAND FLEX TO SHEET METAL PIPE. PROVIDE BALANCING DAMPERS KITH LOCKING QUADRANTS AT BRANCH DUCTS INTERNALLY INSULATE THE VERTICAL DUCT DROP FROM HVAC, UNIT AND AN ADDITIONAL 4'-0" IN EACH DIRECTION FROM THE VERTICAL DROP. INTERNAL INSULATION TO BE 1/2" DUCT LINER, GLUED AND PINNED TO DUCT. PINS TO BE IS" ON CENTER DIFFUSERS SHALL BE SIMILAR TO TITUS TMS 24" X 24" DIFFUSERS PRE -FINISHED "WHITE". RETURN AIR GRILLES SHALL BE EGGCRATE TYPE, ONE SQUARE FOOT FREE AIR PER TON OF COOLING. MECHANICAL CONTRACTOR SHALL INSTALL ALL PARTS WHICH ARE SHIPPED LOOSE OR PACKED I N51 DE THE HVAC UNIT SUCH AS FLUE GAPS, FRESH AIR INTAKES, ECONOMIZERS, ETC. MECHANICAL CONTRACTOR SHALL PROVIDE AND INSTALL CONDENSATE P TRAP FOR EACH AIR HANDLING UNIT. FOR SINGLE STAGE HEATING AND COOLING, THERMOSTAT SHALL BE SIMILAR TO HONEYWELL #T51F 1859 NI TH SUB -BASE #053q A I O 14 FOR GAS HEATING AND SUB -BASE #053gJ1006 FOR ELECTRIC HEATING. FOR TWO STAGE GAS HEATING AND ELECTRIC COOLING, THERMOSTAT SHALL BE SIMILAR TO HONEYWELL #T8 -14d1165 WITH SUB -BASE #06'745 1034. FIT HVAC, UNITS WITH MANUAL OUTSIDE AIR DAMPER WHERE APPLICABLE. COMPRESSOR SHALL BE EOU I PPED WITH CRANKCASE HEATER AND LOW PRESSURE SWITCH. PROVIDE ECONOMISER IF HVAC UNIT CAPACITY IS 5000 CFM OR MORE. ELECTRICAL CONTRACTOR SHALL WIRE HVAC, UNIT FROM INSIDE AND SHALL PROVIDE AND INSTALL DISCONNECT SWITCHES, FUSES, FAN STARTERS, ETC. ELECTRICAL CONTRACTOR SHALL VERIFY MAXIMUM FUSE SIZES WITH HVAC, CONTRACTOR PRIOR TO INSTALLATION. ELECTRICAL CONTRACTOR SHALL PROVIDE RACEWAY FROM HVAC UNIT TO THERMOSTAT AND 2" X 4" HANDI-BOX FOR THERMOSTAT ROUGH -IN. MECHANICAL CONTRACTOR SHALL PROVIDE AND INSTALL THERMOSTAT, LOW -VOLTAGE WIRING FROM HVAC UNIT TO THERMOSTAT AND MAKE ALL LOW -VOLTAGE CONNECTIONS. ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL TOILET ROOM COMBINATION EXHAUST FANLIGHT. MECHANICAL CONTRACTOR SHALL PROVIDE AND INSTALL ROUND FOIL FLEX EXHAUST DUCT FROM TOILET ROOM CEILING EXHAUST FAN TO REAR EXTERIOR WALL. PROVIDE AND INSTALL WEATHERPROOF DRYER TYPE VENT KITH FLAPPER AT WALL. MECHANICAL CONTRACTOR SHALL PICK UP ANY SCREWS AND SHARP OBSTACLES ON ROOF NEAR HVAC, UNITS AND SHALL GLEAN SITE OF ALL TRASH, SUCH AS PACKING HOOD, VISOUEEN, AND ETC.. HVAC AIR HANDLING UNITS SHALL BE AS FOLLON5: 3, 3.5 $ 5 TON RTU PACKAGE COOLING/ GAS HEATING UNIT BY CARRIER/ LENNOX OR EQUAL. (SUBMIT ALTERNATIVES TO ARCHITECT FOR REVIEW AND APPROVAL. PLUMBING ALL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT LOCAL AND STATE CODES AND ORDINANCES AND IN NO INSTANCE SHALL PLUMBING STANDARDS BE LESS THAN THE REQUIREMENTS OF THE LATEST ISSUE OF THE NATIONAL PLUMBING CODE. SOIL, WASTE AND VENT PIPING SHALL BE NO HUB CAST IRON OR SCHEDULE 40 PVC NHERE PERMITTED BY LOCAL CODES DOMESTIC NATER PIPING SHALL BE TYPE "L" HARD TEMPERED COPPER ABOVE GRADE WITHIN BUILDING AND TYPE "K" HARD TEMPERED COPPER BELOW GRADE. ALL COLD WATER PIPE ABOVE SLAB SHALL BE INSULATED. PIPE INSULATION SHALL BE 1/2" THICK FOAMED ELASTOMERIC OR I" THICK FI5ER6LA55 WITH VAPOR BARRIER. ALL INSULATION AND JACKETS SHALL NOT EXCEED A FLAME SPREAD OF 25 OR SMOKE DEVELOPED OF 150. FURNISH AND INSTALL ALL PLUMBING FIXTURES AS SHONN ON THE DRAW I NGS. ALL PLUMBING FIXTURES SHALL BE "WHITE", ALL TOILET SEATS SHALL BE "NHITE" AND ALL ENAMEL SHALL BE ACID RESISTING, ALL FIXTURES SHALL BE SUPPLIED WITH I ND I V I DUAL STOPS IN ADDITION TO THE NORMAL SUPPLY FITTINGS. ALL EXPOSED PIPING SHALL BE CHROMIUM PLATED, AND NALL PENETRATIONS SHALL BE FITTED WITH ESCUTCHEONS. PLUMBING FIXTURES SHALL BE EQUAL TO THE FOLLOWING: NATER CLOSET - AMERICAN STANDARD TO MEET ADA 5TD5. NATER CLOSET SEATS - BEMIS TO MEET ADA 5TD5. LAVATORY - AMERICAN STANDARD TO MEET ADA 5TD5. FAUCET - DELTA TO MEET ADA STD5. FLOOR DRAINS SHALL MEET ALL CODES. GAS PIPING IN SIZES 2-I/2" AND SMALLER SHALL BE SCHEDULE 40 BLACK STEEL A5TM-A53 WITH THREADED MALLABLE FITTINGS. GAS PIPING IN SIZES 3" AND LARGER SHALL BE SCHEDULE 40 BLACK STEEL A5TM-A53 WITH WELDED BUTT FLANGES AND F I TTI NGS. PROVIDE 4 X 4 PADDED TREATED LUMBER BLOCKING ON ROOF FOR SUPPORT AS REQUIRED. ALL GAS PIPING LOCATED IN SPACE ABOVE CEILING USED AS A RETURN AIR PLENUM SHALL BE CONTAINED IN PVC PIPE SLEEVE VENTED TO THE OUTSIDE AIR. GAS PIPING SHALL WITHSTAND 100 P51 TEST FOR 4 HOURS. ALL GAS VENTS AT NATER HEATER AND FURNACES WHICH ARE LOCATED IN CONGEALED SPACES SHALL BE TYPE B VENTS. '<AR19400124 `:� STATE OF I i 7 L LiQ z¢ 00 (y) LZ LZ �x N V 00 Ld LO �Q J rte- .9 ij I i DRAWING REVIEW ISSUE ZLA A A BUILDING AGENCY SUBMITTAL C=ebru ark 26, 2002 - CONSTRUCTION BIDASSUE REVISIONS 3 ` 4 S STATE REVIEW 0118-T21A49 10-23-01 4 21.24 pm E5T TENANT SPECIFICATIONS T2.1 PROACT N0. 0210 E WAW s-1,<_ ,. a 3 GENERAL CONSTRUCTION SPECIFICATIONS -BUILDING SHELL ARCHITECTURAL INDICATES SUBMI55ION REQUIRED FOR THE ARCHITECT CAST- I N -'LACE CONCRETE CONCRETE FOR FOOTINGS, FOUNDATIONS AND INTERIOR FLOOR 5LAB5 SHALL BE MINIMUM 3000 PSI AT 28 DAY TEST WITH 4" MAXIMUM SLUMP. CONCRETE FOR ALL EXPOSED EXTERIOR WORK SHALL BE MINIMUM 4000 P51 AT 28 DAY TEST WITH A MINIMUM OF 6 BAGS OF GEMENT PER CUBIC YARD. MAXIMUM SLUMP SHALL BE 4" WITH 5% AIR.- ENTRAINMENT IR- ENTRAINMENT PLUS OR MINUS 1 %. UNLE55 NOTED OTHERWISE, A 6 MIL POLYETHYLENE VAPOR BARRIER SHALL BE PLACED ON TOP OF A MINIMUM OF 4" GRANULAR FILL AT ALL INTERIOR SLAB AREAS. LAPS SHALL BE A MINIMUM OF 6". TURN UP VAPOR BARRIER AT ALL VERTICAL SURFACES. REINFORCING STEEL SHALL CONFORM TO A5TM A-615, GRADE 60. EXPANSION MATERIAL SHALL BE NON -EXTRUDING TYPE FOR ALL EXTERIOR WORK, 1/2" THICK X WIDTH REQUIRED, WHERE SHOWN ON DRAWINGS. INSTALL A REMOVABLE TOP EXPANSION JOINT GAP AS MANUFACTURED BY GREENSTR.EAK PLASTIC PRODUCTS COMPANY, VINYLEX CORPORATION, OR EQUAL. CONSTRUCTION JOINTS IN SLABS SHALL BE KEYED OR DOWELED TOGETHER. CONTROL JOINTS AT INTERIOR SLABS (WHERE 5HOWN ON DRAWINGS) SHALL BE TOOLED OR SAWN TO A DEPTH OF AT LEAST ONE QUARTER OF THE CONCRETE THICKNESS. CONTROL JOINTS IN SIDEWALKS SHALL BE TOOLED. EXTERIOR FLATWORK SHALL RECEIVE A LIGHT BROOM FINISH AND SHALL BE CURED USING A CURING COMPOUND EQUAL TO 05-3091315 ACRYLIC, CURING AND SEALING COMPOUND, NON -YELLOWING AS MANUFACTURED BY W. R. MEADOWS, INC, OR EQUAL. APPLY CURING COMPOUND IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. INTERIOR 5LAB5 SHALL RECEIVE A STEEL TROWEL FINISH. MAXIMUM VARIATION IN SURFACE LEVEL SHALL BE 1/8" IN 10'. SLABS SHALL BE CURED U5IN6 A GURING COMPOUND EQUAL TO 5ONNEB0RN "KURE-N- SEAL". APPLY GURING COMPOUND IN STRICT ACCORDANCE WITH MANUFAGTUER'5 INSTRUCTIONS AND RECOMMENDATIONS. SEE DRAWINGS FOR SCORED AND EXPANSION JOINT REQUIREMENTS AT EXTERIOR CONCRETE WALK5. SEE FOUNDATION DRAWINGS FOR ADDITIONAL SPECIFICATIONS AND NOTES GOVERING GA5T-IN-PLAGE CONCRETE. THIS 5UBGONTRAGTOR SHALL INSTALL COLUMN ANCHOR BOLTS AND LEVELIN6 PLATES PROVIDED BY OTHERS. THIS SUBCONTRACTOR SHALL INCLUDE GROUTING OF LEVELING PLATES. MASONRY REGULAR HOLLOW CONCRETE BLOCK UNITS SHALL CONFORM TO ASTM 0-90. NOMINAL SIZE OF UNITS SHALL BE 16" LONG X 8" HIGH X WIDTHS SHOWN AS REQUIRED. AGGREGATE SHALL BE SAND AND GRAVEL. UNITS SHALL BE LAID IN RUNNING BOND. ALL PRE -PIGMENTED UNITS SHALL BE OF MODULAR SIZE PLUS OR MINUS �fe", SPLIT -FACED SCORED 8" X 8" SURFACE ON ONE (1) SIDE. TH15 DIMENSION SHALL BE NORMAL 4", 8", 12" OR OTHER NORMAL THICKNE55 AS GALLED FOR ON THE DRAWINGS. PRE -PIGMENTS MASONRY UNITS SHALL BE MANUFACTURED WITH CUSTOM BLENDED NATURAL AGGRE6ATE5 CONFORMING TO ASTM 0-33 AND SHALL COMPLY WITH THE PHYSICAL REQUIREMENTS OF A5TM 0-55 GRADE N-2. SUBMIT SAMPLE FOR WRITTEN APPROVAL OF TEXTURE AND CONFIGURATION PRIOR TO MANUFACTURING OF BLOCK. GLAZED MA50NRY UNITS SHALL BE OF MODULAR 51ZE 8" X 8" 50CRED FACE 4" X 8" SCORED FACE OR NON -SCORED FACE. SPECIAL UNITS MAY BE MANUFACTURED TO ACHIEVE SHAPES AS INDICATED ON THE DRAWIN65. CONTACT THE ARCHITECT FOR FURTHUR INFORMATION. (NOTE: BLOCK THAT WILL BE EXPOSED BELOW FINISH FLOOR AND ABOVE GRADE AND/OR SIDEWALK SHALL MATCH BLOCK ABOVE) NO STANDARD BLOCK FOUNDATION IS TO BE EXPOSED TO 516HT. FACE BRICK SHALL BE HARD BURNED CLAY OR SHALE CONFORMING TO ASTM 0-216, 6RADE 5W. FACE BRICK SHALL BE STANDARD MODULAR 3-5/8" X 2-1/4" X 7-5/8" AS SELECTED BY ARCHITECT OR OWNER. UNITS SHALL BE FREE OF ALL CRACKS AND CHIPS AND LAID IN RUNNING BOND UNLE55 NOTED OTHERWI5E. JOINTS FOR FOUNDATIONS AND OTHER CONGEALED WORK SHALL BE STRUCK FLUSH. JOINTS AT CONCRETE BLOCK EXPOSED TO VIEW AND FACE BRICK SHALL BE UNIFORM AND TOOLED CONCAVE UNLESS NOTED OTHERWI5E. TYPE OF MORTAR SHALL BE TYPE "S" OR A5 SPECIFIED ON STRUCTURAL DRAWIN65. GROUT SOLID ALL DOOR FRAMES INSTALLED IN MASONRY WALL5 AND THE BLOCK GORE ADJACENT TO DOOR FRAMES. GROUT SOLID A MINIMUM OF 16" UNDER ALL BEAM AND LINTEL BEARINGS. DURING ERECTION, TOP OF WALL5 SHALL BE PROTECTED FROM MOISTURE BY COVERING WITH POLYETHYLENE OR WATERPROOF CANVAS. COVERING SHALL BE HELD DOWN AS REQUIRED TO PREVENT REMOVAL BY THE ELEMENTS. PROVIDE AND INSTALL 6ALVANIZED TRUSS TYPE HORIZONTAL JOINT REINFORCEMENT, 9 GAUGE, AT 16" VERTICALLY, IN ALL MASONRY HALLS ABOVE 6RADE. PROVIDE PRE -FAB JOINT REINFORCEMENT AT ALL CORNERS AND TEE 5EGTIONS. PROVIDE AND INSTALL BRICK TIES AT EVERY STUD AND 16" O.G. VERTICALLY UNLE55 NOTED OTHERWISE ON DRAWIN65. PROVIDE PREGA5T LINTELS WITH REINFORCEMENT AS REQU I RED TO SPAN OPENINGS. VERIFY QUANTITIES AND SPANS WITH THE DRAWIN65. DURIN6 THE PRO&RE55 OF WORK REMOVE ALL MORTAR DROPPINGS AND EXCESS MATERIAL FROM WALLS OR ADJOINING WORK BEFORE ITS FINAL SETTING. UPON COMPLETION OF WORK ALL MASONRY TO REMAIN EXPOSED SHALL BE GLEANED WITH WIRE BRUSH USING "SURE KLEAN" BY PR05GO, ING. (OR EQUAL) MASONRY DETER6ENT, AS PER MANUFAGTURER'S RECOMMENDATIONS, AND WATER 50 AS TO BE SUITABLE TO RECEIVE WATERPROOFING OR PAINT. IF ADDITIONAL GLEANING IS NEGE55ARY, ONLY MATERIALS AND PROCEDURES SPEGIFIGALLY RECOMMENDED IN WRITING BY THE BLOCK AND BRICK MANUFACTURERS SHALL BE USED. CONTROL JOINTS INDICATED SHALL BE GUT OUT GLEAN AND LEFT IN SUITABLE CONDITION FOR GAULKIN6. PROTECT SASH, LINTELS, AND ALL OTHER CORRODIBLE MATERIALS FROM ANY GLEANIN6 SOLUTION AND PROCEDURE. MASONRY SUBCONTRACTOR SHALL SUPPLY AND INSTALL ALL EMBEDDED ITEMS SUCH AS, BUT NOT LIMITED TO, EXPANSION JOINTS, HORIZONTAL JOINT REINFORCEMENT, ANCHOR BOLTS AT WOOD PLATES AND BOND BEAM REINFORCIN6 AS SHOWN ON DRA.WIN65. TH15 SUBCONTRACTOR SHALL INSTALL ALL BEARING PLATES, STEEL LINTELS, ETC. FURNISHED BY OTHERS. SEE 5TRUGTURAL DRAWIN65 FOR ADDITIONAL SPEC, I FI CATIONS AND NOTES GOVERIN6 MASONRY. METALS MISCELLANEOUS STEEL FOR LADDERS, ROOF FRAMES, L005E LINTELS, ETC. SHALL BE FABRICATED FROM A5TM A-36 STEEL, OF SIZES AND SHAPES SHOWN ON DRAWINGS. ALL MISCELLANEOUS STEEL SHALL BE SHOP PRIMED UNLESS OTHERWISE NOTED. SEE STRUCTURAL DRAWIN65 FOR ADDITIONAL SPECIFICATIONS GOVERIN6 STRUCTURAL STEEL, STEEL ROOF JOISTS AND METAL ROOF DECK. THIS SUBCONTRACTOR SHALL FURNISH COMPLETE SHOP AND ERECTION DRAW I N65. THIS SUBCONTRACTOR SHALL INCLUDE ALL LAMINATED BEAM ANGHOR5, FACE PLATES AND FA5TENER5, AND WOOD TRUSS MOUNTING BRACKETS AND FASTENERS. CARFENTRY WHEN USED, PLYWOOD SIDING AT FAGS AND SOFFIT OF CANOPY SHALL BE 5/8" FIR OR CEDAR PLYWOOD TEXTURE TI -11 PATTERN WITH CHANNEL GROOVES AT 4" ON CENTER. PANELS SHALL BE 4'-0" WIDE BY LEN6TH5 REQUIRED TO EL I M I NATE ANY BUTT JO I NT5. 6ROO VE5 SHALL RUN VERTI GALLY AT THE CANOPY FACE AND FROM STOREFRONT TO OUTER EDGE AT THE SOFFIT. UNLESS NOTED OTHERWISE, EXTERIOR WOOD TRIM AT THE CANOPY SHALL BE ROUGH SAWN CEDAR IN SIZES SHOWN ON THE DRAW I NGS. ALL M I TRE5 AND BUTT JOINTS SHALL BE TIGHT AND EVENLY FITTED . SHEATHING AT REAR FAGS OF CANOPY SHALL BE 1/2" WAFER BOARD OR 1/2" CDX PLYWOOD. UNLESS NOTED OTHERWISE, INSULATION AT STUD WALLS ABOVE STOREFRONT SHALL BE EQUAL TO 1/2" THICK THERMAX INSULATION BOARD WITH REFLECTIVE FOIL FACES BOTH SIDES AND AN AGED "R" VALUE OF 4, AS MANUFACTURED BY THE CEL07EX CORPORATION. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. CONSTRUCTION LUMBER SHALL BE EQUAL TO DOUGLAS FIR, KILN DRIED TO A M0157URE CONTENT OF 19515 OR LESS. WOOD TRUSSES SHALL BE 2 X MONOPLANE STRUCTURAL DE516N BY TRU55 MANUFACTURER TO SUPPORT A TOTAL LOAD OF 45 PSF WITH 15% TEMPORARY UNIT STRESS INCREASE. LOCATE WEB MEMBERS AS REQUIRED TO ALLOW ACCESS AT WALKWAY BEHIND SIGNBOARD. SUBMIT 6 COPIES OF SHOP DRAWINGS TO ARCHITECT FOR REVIEW PRIOR TO FABRICATION. FURNISH AND INSTALL CANOPY SOFFIT ACCESS DOORS. DOORS SHALL BE SIMILAR TO MILCOR STYLE M, 14 GAUGE PRIMED PAINTED STEEL AS MANUFACTURED BY MILGOR, LP IN SIZES AS SHOWN ON THE DRAWIN65 AND TO MEET CODES AS REQUIRED. PROVIDE PRESSURE TREATED WOOD BLOCKING AND SHIMMING A5 SHOWN ON DRAWIN65 AND AS REQUIRED TO SUPPORT AND LEVEL ROOFTOP HVAG UNITS. FURNISH AND INSTALL ALL GONTINUOUS BLOCKING AND NAILERS AT THE ROOF. FURNISH AND INSTALL METAL FLASHING AT 516NB0ARD 2 X WOOD TRIM WITH 45 DEGREE BEVEL GUT. FLASHING SHALL BE FACTORY PRE -FINISHED 24 6AU6E GALVANIZED STEEL IN COLOR TO MATCH WOOD TRIM OR AS SELECTED BY ARCHITECT. SECURELY ATTACH CARPENTRY WORK TO 5L65TRATE5 BY ANGHORIN6 AND FASTENING, INDICATED AND REQUIRED BY REG06NIZED STANDARDS. COUNTERSINK NAIL HEADS ON EXPOSED WORK AND FILL HOLES. USE COMMON WIRE NAILS UNLE55 OTHERWISE INDICATED. USE FINISHING NAILS FOR FIN15H WORK. SELECT FASTENERS OF SIZE THAT WILL NOT PENETRATE MEMBERS WHERE OPP051TE SIDE WILL BE EXPOSED TO VIEW OR WILL RECEIVE FIN15H MATERIALS. MAKE T16HT CONNECTIONS BETWEEN MEMBERS. INSTALL FASTENERS WITHOUT SPLITTING OF WOOD, PREDRILL AS REQUIRED. INSTALLER MUST EXAMINE AREAS AND CONDITIONS UNDER WHIGH CARPENTRY WORK IS TO BE PERFORMED. NOTIFY ARCHITECT IN WRITING OF CONDITIONS DETRIMENTAL TO PROPER AND TIMELY COMPLETION OF WORK. DO NOT PROGEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED IN AN ACCEPTABLE MANNER. COORDINATION: FIT CARPENTRY WORK TO OTHER WORK. SCRIBE AND COPE AS REQUIRED FOR ACCURATE FIT. CORRELATE LOCATION OF FURRING, NAILERS, BLOGKIN6, 6ROUND5 AND 51MILAR SUPPORTS TO ALLOW PROPER ATTACHMENT TO OTHER WORK. DISCARD UNITS OF MATERIAL WITH DEFECTS WH16H MIGHT IMPAIR QUALITY OF WORK AND UNITS WHIGH ARE TOO SMALL TO FABRICATE WORK WITH MINIMUM JOINTS OR OPTIMUM JOINT ARRANGEMENT. SET CARPENTRY WORK ACCURATELY TO REQUIRED LEVELS AND LINED WITH MEMBERS PLUMB, TRUE AND ACCURATELY CUT AND FITTED. THERMAL INSULATION PERIMETER FLOOR SLAB INSULATION SHALL BE EQUAL TO DOW CHEMICAL "STYROFOAM" 5M 2" THICK X 24" WIDE AT ALL PERIMETER FLOOR SLAB EDGE CONDITIONS. FIBER&LASS WALL INSULATION SHALL BE 3-5/8" (R-13) OR 6" (R-19) UNFAGED FRICTION FIT BATTS AT STUD WALLS. PROVIDE WIDTHS OF BATTS AS REQUIRED FOR USE WITH 5TUD5 5PAGED AS SHOWN ON THE DRAWIN65. ' EXTERIOR MASONRY WALLS SHALL BE INSULATED IN ONE OF THE FOLLOWING METHODS UNLESS NOTED OTHERWISE. VERIFY APPLICATION WITH THE DRAWIN65. IF A METHOD IS NOT INDICATED SUBMIT METHOD PROPOSED TO THE ARCHITECT FOR APPROVAL. A GORES OF EXTERIOR MASONRY WALLS SHALL BE INSULATED WITH POLYMASTER FOAM BY POLYMASTER, GORE -FILL 500 BY TAILORED CHEMICAL PRODUCTS, ING., THERMGO FOAM INSULATION BY THERMAL CORPORATION OF AMERICA OR APPROVED EQUAL. THE MATERIAL SHALL BE APPLIED WITH THE LIQUID RATIOS AT THE MIXING SUN HHIGH WILL PRODUCE A HE16HT OF 145 TO 175 6RAM5 PER 6" CUBE OF FRESH FOAM, THE MATERIAL SHALL BE INSTALLED IN LIFTS NOT TO EXCEED 8'-O". IF LIFTS ARE 6REATER THAN 8'-0", THE GORES SHALL BE PRESSURE FILLED. ALL WORK SHALL_ BE DONE IN 5TRIGT ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS BY APPLICATOR WHO 15 CERTIFIED AND/OR APPROVED BY THE MANUFAGTURER.THE WALL SHALL BE PROTECTED AFTER FOAM 15 INSTALLED IN STRICT ACCORDANCE WITH MANUFAGTURER'5 RECOMMENDATIONS. B GORES OF EXTERIOR MASONRY WALLS SHALL BE INSULATED WITH PREFORMED IN5ERT5 51ZED TO FIT THE MA50NRY UNIT. G 1 1/2" RI61D INSULATION SHALL BE INSTALLED ON INTERIOR FACE PER MANUFACTURER'S RECOMMENDATIONS AND PER ARCHITECTS DRAWIN65. IN5PEGTION: JOB 51TE MATERIALS AND CONDITIONS SHALL BE INSPECTED BY THE INSTALLER PRIOR TO GOMMENGING WORK. DAMAGED MATERIALS, NET INSULATION OR OTHERWISE UNSUITABLE MATERIALS SHALL BE REMOVED FROM THE JOB SITE IMMEDIATELY. EXAMINE THE CONDITION OF ALL AREAS TO RECEIVE INSULATION, REPORT ANY UN5AT15FAGTORY CONDITIONS IN WRITING, AND CORRECT DEFICIENCIES PRIOR TO BEGINNING INSTALLATION. FAILURE TO DO SO SHALL INDICATE THE INSTALLER'S ACCEPTANCE OF ALL SURFACES WITHOUT RESERVATION. CAULKING, SEALANTS AND MOISTURE CONTROL JOINT SEALANT FOR ALL EXTERIOR WORK SHALL BE EQUAL TO ONE PART TREMGO BUTYL I RUBBER SEALANT. JOINT SEALANT AT ALUMINUM STOREFRONT SHALL BE EQUAL TO ONE PART TREMGO DYMONIG POLYURETHANE SEALANT. JOINT SEALANT AT VERTICAL MASONRY CONTROL JOINTS AND KNOCKOUT PANEL JOINTS SHALL BE EQUAL TO ONE PART TREMGO DYMONIC POLYURETHANE SEALANT. JOINT SEALANT AT CONCRETE WALK EXPAN51ON JOINTS SHALL BE EQUAL TO ONE PART TREMGO DYMONIC POLYURETHANE SEALANT. * SEALANT COLORS SHALL BE SUBMITTED TO AND SELECTED BY THE ARCHITECT. SEALANT INSTALLATION, INCLUDING SURFACE PREPARATION AND BACK- UP MATERIALS, SHALL BE IN ACCORDANCE WITH MANUFAGTURER'5 INSTRUCTIONS AND RECOMMENDATIONS. CONTROL JOINTS IN ALL SURFACES AND MATERIALS SHALL HAVE PROPER BACKER ROD, AS REQUIRED, IN ACCORDANCE WITH SEALANT MANUFACTURER'S RECOMMENDATIONS, INSTALLED IN JOINTS BEFORE SEALANT INSTALLATION. SEALANT WORK FOR THE ALUMINUM STOREFRONT, METAL ROOFIN6 AND WALL GAPS SHALL BE PERFORMED BY THE RESPECTIVE CONTRACTORS PERFORM I NS TH05E SECTIONS OF THE WORK. FACE BRICK $ INTEGRAL COLOR SPLIT FACE CONCRETE BLOCK SHALL BE WATERPROOFED WITH ONE GOAT HYDROZO CLEAR DOUBLE 7 VOG BY GHEMREX, ING., OR PER MASONRY COLORANT RECOMMENDATIONS OR PER EQUAL MANUFACTURER TO TH05E ALREADY MENTIONED. APPLICATION SHALL BE IN STRICT ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. ROOF I NC -7 AND SHEET METAL THIS SECTION OF THE WORK INCLUDES ROOF INSULATION, METAL AND MEMBRANE ROOFING, METAL GAPS, FLASHINGS, &UTTERS AND DOWN5POUT5. ROOFIN6 SYSTEM SHALL BE INSTALLED AS ONE OF THE FOLLOWING METHODS UNLE55 NOTED OTHERWISE. VERIFY THE METHOD WITH THE DRAWIN65. IF THERE IS A DI5GREPANGY OR CONFLICT, VERIFY WITH THE OWNER OR THE ARCHITECT IN WRITING TO CLARIFY. A THE ROOFING SYSTEM SHALL BE L005E LAID "EPDM" MEMBRANE SYSTEM EQUAL TO SURE -SEAL DESI6N "B" AS MANUFACTURED BY GARLISE OR FIRESTONE RUBBER6ARD AS MANUFACTURED BY THE FIRESTONE TIRE AND RUBBER GO. MEMBRANE ROOFING SHALL BE INSTALLED, INGLUDIN6 ALL FLASHIN&5, ETC., IN 5TRIGT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. B THE ROOFING SYSTEM SHALL BE FULLY ADHERED "EPDM" MEMBRANE SYSTEM EQUAL TO SURE -SEAL DESIGN "A" BY CARLISLE OR RUBBER&AR.D BY FIRESTONE. SUBMIT SYSTEM TO ARCHITECT FOR APPROVAL. G THE ROOFING SYSTEM SHALL BE MECHANICALLY FASTENED "EPDM" MEMBRANE SYSTEM EQUAL TO SURE -SEAL DESIGN "A" BY CARLISLE OR RUBBERGARD BY FIRESTONE. SUBMIT SYSTEM TO ARCHITECT FOR APPROVAL. MEMBRANE SHALL BE BONDED TO VERTICAL SURFACES AT CANOPIES AND PARAPET WALL5 AND CARRIED UP AND AGRO55 THE TOP BENEATH THE WALL GAPS WHERE SHOWN ON THE DRAWIN65. MANUFACTURER SHALL PROVIDE STANDARD 10 YEAR TOTAL ROOFING MEMBRANE SYSTEM WARRANTY AND 20 YEAR MEMBRANE MATERIAL WARRANTY. ROOF MEMBRANE SHALL BE CLASSIFIED U.L. GLASS A AND FM GLASS I. ALL MISCELLANEOUS ROOFING MATERIALS, INGLUDING CANT STRIPS, FLASHINGS, FLASHING ACCESSORIES, FIELD ADHE51VE5, SPLICING CEMENTS, LAP GAULKIN6, HATER GUT -OFF MASTIG, PERIMETER NAILERS, ETC., SHALL BE A5 RECOMMENDED BY THE ROOF MEMBRANE MANUFACTURER AND COMPATIBLE TO THE ROOFING SYSTEM. * WHEN USED, ROOF SHINGLES AT CANOPY SHALL BE MINIMUM 225# PER SQUARE FIBER61-A55 IN COLOR AS SELECTED BY ARCHITECT. PROVIDE 15# ROOFING FELT BASE. A55EMBLE MATERIALS IN A MANNER PER REGO6NIZED STANDARDS. SHEET METAL FOR FLA5HIN65, GOUNTERFLA5HIN65, GOPIN65, ETC. SHALL BE MINIMUM 24 OAUGE, GALVANIZED SHEET STEEL, OR AS OTHERWISE RECOMMENDED BY ROOF MEMBRANE MANUFACTURER. UNLE55 NOTED OTHERWISE, INSULATION AT MEMBRANE ROOFIN6 SHALL BE EQUAL TO GELOTEX "THERMAX HY-THERM-AP" ROOF INSULATION 1.8" THICK WITH AN AGED "R" FACTOR OF 12.5, IN ACCORDANCE WITH GELOTEX PUBLI5HED DATA. VERIFY WITH DRAWINGS R -VALUES REQUIRED FOR EACH PROJECT. INSTALLATION OF ROOF INSULATION SHALL BE IN ACCORDANCE WITH MANUFAGTURER'5 INSTRUCTIONS AND COMPATIBLE WITH THE SELECTED ROOF MEMBRANE SYSTEM. JOB SITE MATERIALS AND CONDITIONS SHALL BE INSPECTED BY THE INSTALLER PRIOR TO GOMMENGIN6 WORK. DAMA6ED MATERIALS, NET INSULATION OR OTHERWISE UNSUITABLE MATERIALS SHALL BE REMOVED FROM THE JOB SITE IMMEDIATELY. EXAMINE THE CONDITION OF ALL AREAS TO RECEIVE INSULATION, REPORT ANY UNSATISFACTORY CONDITIONS IN WRITIN6, AND CORRECT DEFICIENCIES PRIOR TO BE6INNIN6 INSTALLATION. FAILURE TO DO SO SHALL INDICATE THE INSTALLER'S ACCEPTANCE OF ALL SURFACES WITHOUT RESERVATION. • GAPS, FASCIA, FLA5HIN65 AND 6UTTERS AT CANOPY SHALL BE EQUAL TO 24 GAUGE &-QO GALVANIZED STEEL OR .032" ALUMINUM A5 MANUFACTURED BY THE AEP/SPAN METALS CORPORATION, DALLAS, TEXAS. FINISH SHALL BE EQUAL TO "KYNAR 500" FLOROPOLYMER GOATIN& IN COLOR AS SELECTED BY ARCHITECT. WALL GAP JOINTS SHALL BE LAP 5PLIGED 6" AND SEALED AT THE LAP HITH SEALANT TO BE WATERTIGHT. LAP METAL AMD SEAL A5 REQUIRED TO MAKE NATERT16HT AT ALL TEE AND CORNER INTERSECTIONS. 10 MIL PVG WATERPROOF MEMBRANE SHALL BE INSTALLED BENEATH ALL GAPS EXCEPT WHERE MEMBRANE ROOFING 15 EXTENDED BENEATH GAPS. GAULKIN6 SHALL BE INCLUDED AS PART OF THIS WORK. THE SEALANT 5Y5TEM SHALL BE AS RECOMMENDED BY THE METAL ROOFING MANUFACTURER. ALL SCREWS AT THE GAPS SHALL BE GORRO51VE RESISTANT HEX HEAD WITH NEOPRENE WASHERS AND CAULKED WITH CLEAR AGRYLIG SEALANT. MANUFACTURER SHALL PROVIDE A MINIMUM 10 YEAR PAINT FINISH GUARANTEE. DOWN5POUT5 AT CANOPY SHALL BE OF THE SAME MATERIAL AND COLOR AS THE CANOPY HALL GAP $ FASCIA IN 51ZE A5 SHOWN ON DRAWIN65. • HALL GAPS AT FACE BRICK WALL5 SHALL BE 24 GAUGE GALVANIZED STEEL OR .040" ALUMINUM. GAPS SHALL BE SMOOTH WITH FACTORY PRE-FIN15H EQUAL TO "KYNAR 500" IN MANUFAGTURER'5 STANDARD COLORS AS SELECTED BY ARGHI- TEGT. SEE DETAILS FOR GONFI&URATION AND ANCHORAGE REQUIREMENTS. JOINTS SHALL BE BUTT TYPE WITH SPLICE PLATES OR LAP TYPE WITH A MINIMUM 6" LAP. JOINTS SHALL BE SPACED AS REQUIRED AND DE516NED TO ALLOW FOR THERMAL EXPAN51ON AND CONTRACTION, AND SHALL BE SEALED AS REQUIRED TO MAKE WATERTI6HT. PROVIDE A MINIMUM 10 YEAR PAINT FIN15H WARRANTY. MECHANICAL ROOF CURBS SHALL BE PROVIDED AND INSTALLED BY OTHERS. PROVIDE STANDARD FLA5HIN6 AS PER ROOF MANUFAGTURER'5 REGOMMENDATION5. WOOD NAILERS AS SHORN ON DRAWIN65 SHALL BE BY OTHERS. INCLUDE FLA5HIN6 AT ALL ROOF PENETRATIONS SHOWN ON DRAWIN65. SEE MECHANICAL, ELECTRICAL, AND 5TRUGTURAL DRAWIN65. DOORS AND FRAMES EXTERIOR HOLLOW METAL DOORS SHALL BE 18 GAUGE, UNLE55 NOTED OTHERWISE. DOORS SHALL BE FULL FLUSH, MULTI -RIB GONSTRUGTION, MORTISED AND REINFORCED TO RECEIVE REQUIRED AND/OR LISTED HARDWARE. EXTERIOR DOORS SHALL HAVE A POLYSTYRENE GORE. DOORS SHALL BE BONDERIZED AND RECEIVE ONE SHOP GOAT OF PRIMER. EXTERIOR HOLLOW METAL DOOR FRAMES SHALL BE 16 GAUGE GOLD ROLLED STEEL WITH WELDED GORNER5, ADJUSTABLE BA5E ANCHORS AND THREE MASONRY OR STUD ANCHORS PER JAMB. FRAMES SHALL BE MORTISED AND REINFORCED TO RECEIVE REQUIRED HARDWARE. ALL FRAMES SHALL BE BONDERIZED AND SHALL RECEIVE ONE SHOP GOAT OF PRIMER. AFTER PRIMER HAS BEEN APPLIED, GOAT INSIDE OF FRAME PROFILE OF EXTERIOR FRAMES ONLY WITH BITUMINOUS 6OATIN6 TO A THICKNESS OF 1/16", UNLESS NOTED OTHERWISE. FRAMES IN EXTERIOR MASONRY WALLS SHALL HAVE A 4" HEAD (SEE DRAWINGS). * PROVIDE DOOR AND HARDWARE 5UBM1551ON5 TO THE ARCHITECT FOR APPROVAL. ALUMINUM STOREFRONT AND GLASS ALUMINUM STOREFRONT SHALL BE EQUAL TO TUBELITE E 4500 SERIES FLUSH GLAZED SYSTEM OR KAWNEER TRIFAB 11 450 %4" GLAZED SYSTEM OR TRIFAB II 451 SERIES I" GLAZED SYSTEM, 1-3i4" X 4-%�" MEMBERS H1TH MANUFAGTURER'5 STANDARD VINYL BEADS. ALUMINUM ENTRANCE DOORS SHALL BE EQUAL TO TUBELITE STOCK NARROW STYLE DOORS OR KAWNEER NARROW STYLE SERIES "ICO" IN 51ZES SHOWN ON THE DRAWIN65 COMPLETE WITH HARDWARE, WEATHERSTRIPPIN6 FOUR 51DE5 AND THRESHOLD. GL05URE SHALL BE PER DOOR SCHEDULE. SEE DOOR SCHEDULE FOR SIZES. DOORS AND FRAMING SHALL BE REINFORCED AS REQUIRED TO RECEIVE HARDWARE. * PROVIDE STOREFRONT SHOP DRAWIN65 TO ARCHITECT FOR REVIEW. _ i�R1�+14001:24 STATE OP v DRAWING REVIEW ISSUE BUILDING AGENCY SUBWII'T•TAL FEBRUARY ZcJ, 2002 CONSTRUCTION BIDASSUE i REVISIONS State Review FILE - DATE - TihE 010-691449 10-24--01 10,!440 ani gT PLOT SCALE DRAM* BY, V55 General Specifications J11: N GENERAL C000ONSTRUC*TION SFECeIFICeATIONS —BUILDING SHELL ARCoHITECoTURAL UN EJWTEA THERHI5E, 6LAZIN6, FOR LUMINUM STOREFRONT SHALL BE 1/4" SINGLE GLAZED THICK CLEAR FLOAT GLASS EXCEPT THAT ANY PANE OF 6LAS5 WITHIN 1'-0" OF A DOOR JAMB WHOSE BOTTOM EDGE 15 LE55 THAN 5'-0" ABOVE THE FLOOR SHALL BE SINGLE GLAZED 1/4" THICK CLEAR TEMPERED &LASS. FINISH FOR ALUMINUM MEMBERS SHALL BE MANUFAGTURER'S STANDARD ANODIZED FIN15H IN A BRONZE COLOR AS SELECTED BY ARCHITECT. ALL MATERIALS SHALL BE 5GREHED IN PLACE USING BAGKIN6/51-1I1-15 AND MASONRY PLUC75 AS REQUIRED TO BE HELD RIGIDLY AND 5EGURELY IN PLACE. CAULK I N&, AS SPECIFIED EL5EHHERE IN THESE 5PEG I F I GAT I ON5, SHALL BE INCLUDED IN THIS SECTION OF THE WORK. HARDWARE NOTE: ALL HARDHARE PROVIDED MUST MEET ALL CODES AND ADA STANDARDS AND REOUIREMENT5. NOTIFY ARCHITECT IN HRITINO IF THERE THERE 15 A DISCREPANCY. HARDWARE AT DOORS IN REAR HALL: (HARDWARE SET #I) 1 1/2 PR. HINGES FBB17gNRP 4 1/2 X 4 1/2 USP I LOGKSET 2524 6605 E35 260 I OVERHEAD STOP 6J-70 010" AL I SET WEATHERSTRIP I60A 3070 AL I THRESHOLD 887 X 36" AL I DRIP GAP 16AD X 36" AL I SECURITY BAR DEFENDER SERIES 20 HARDHARE AT ALUMINUM STOREFRONT DOORS: (HARDHARE SET #2) I GYGLINDER ALL OTHER HARDWARE INGLUDIN6 THRESHOLD AND WEATHERSTRIPPING BY ALUMINUM DOOR MANUFACTURER FINISHES: USP PRIME COATED 26D DULL CHROME AL ALUMINUM MANUFACTURER'S LIST: HINGES STANLEY LOGK5ET5 5AR6ENT WEATHERSTRI P/THRE5HOLD /DRIP GAP NATIONAL GUARD OVERHEAD 5TOP5 6LYNN-JOHN50N BY IN6ER5OLL RAND SECURITY BAR PHOENIX SUBSTITUTIONS SHALL BE SUBMITTED TO THE OWNER OR ARCHITECT FOR APPROVAL. ALL DOORS SHALL BE KEYED DIFFERENTLY. PROVIDE CONSTRUCTION GORES H1TH ALL LOCKS. SUBMIT HARDHARE SCHEDULE TO ARCHITECT FOR APPROVAL. FA I NT I NC5 AND STA I N I NC; ALL SURFACES TO BE PAINTED OR STAINED SHALL BE PROPERLY PREPARED BEFORE STARTING THE PAINTING WORK. SHOP OR PRIME GOATS SHALL BE IN 6000 ORDER BEFORE PAINTING BEGINS. WOOD SHALL BE FREE FROM RAISED &RAIN OR OTHER SURFACE IMPERFECTIONS. METAL SURFACES SHALL BE GLEANEDTO REMOVE GREASE AND DIRT. REMOVE RUST AND SCALE WITH WIRE BRUSH OR SANDPAPER. TOUGH UP DAMAGED SPOTS BEFORE APPLYING NEXT GOAT. BEFORE PAINTING, REMOVE OR PROTECT HARDWARE, ACCESSORIES, PLATES, LIGHT FIXTURES AND 51MULAR ITEMS AND REPLACE UPON COMPLETION OF THE PAINTING OPERATION. APPLY PAINT OR STAIN TO GLEAN, DRY AND SMOOTH SURFACES WARM ENOUGH TO SECURE PROPER RESULTS FOR FINI5HING. DO NOT APPLY EXTERIOR PAINT OR STAIN IN DAMP, RAINY HEATHER OR UNTIL SURFACES HAVE BEEN THROUGHLY DRIED. ALL EXTERIOR METAL SURFACES SHALL BE SANDED SMOOTH BEFORE AND BETHEEN GOATS. NO EXTERIOR PAINTING HILL BE PERMITTED IN HET HEATHER OR IN TEMPERATURES LE55 THAN 50 DE6REE5 FAHRENHEIT. COVER ALL SURFACES THOROUGHLY AND UNIFORMLY KITH NO BRUSH AND FLOHA6E MARKS VISIBLE. ANY APPLICATIONS 5HOHIN6 DEFECTS SHALL BE PROPERLY CORRECTED. PAINTERS SHALL CLEAR OUT ALL DEBRIS AND SURPLUS MATERIAL LEFT BY THEM, GLEAN OFF ALL PAINT AND STAIN SPOTS FROM F I NI SHED WORK AND EDU I PMENT, REPAIR ALL DAMA6E TO THEIR WORK, AND LEAVE PREMISES IN PROPER ORDER. A SCHEDULE OF SURFACES TO BE PAINTED FOLLOH5. VERIFY WITH DRAHINC75 AND ARCHITECT ALL SURFACES TO BE PAINTED. ALL PAINTS, 5TAIN5 AND HATERPROOF GOATIN& TO BE INSTALLED AS PER MANUFAGTURER'5 IN5TRUGTION5 AND RECOMMENDATIONS. SEE "MOISTURE CONTROL" FOR BRICK AND INTEGRAL COLOR BLOCK MASONRY HATERPROOFIN6. SGHEDULE OF SURFACES: EXTERIOR FERROUS METALS ONE GOAT RUST INHIBITING PRIMER ONE GOAT LATEX SATIN ENAMEL EXTERIOR GALVANIZED METALS ONE GOAT GALVANIZED METAL LATEX PRIMER ONE GOAT LATEX FLAT HOUSE PAINT EXTERIOR METAL DOORS AND FRAMES ONE GOAT RUST INHIBITING PRIMER TO BE APPLIED AFTER LIGHT SAND I N6 OF SHOP GOAT ONE GOAT LATEX SATIN ENAMEL TI -II PLYWOOD SHEATHING ALKYD FLAT SOLID COLOR STAIN (PROVIDE ADEQUATE GOATS OF SOLID COLOR STAIN TO OBTAIN COMPLETE AND UNIFORM GOVERA6E. 5066E5TED METHOD OF APPLICATION - LIGHT SPRAY WITH NET BAGKROLL.) CEDAR TRIM AND LAMINATED HOOD BEAMS SOLID COLOR STAIN (PROVIDE ADEQUATE GOATS OF SOLID COLOR STAIN TO OBTAIN COMPLETE AND UNIFORM GOVERAGE.) EXTERIOR EXPOSED CONCRETE MA50NRY EXCEPT INTEGRAL GOLOR SPLIT FAGS CONCRETE BLOCK INGLUDIN6 EXPOSED BACK FAGS OF PARAPET HALLS ONE GOAT OF THOR05EAL WATERPROOF COATI N6 ONE GOAT OF THOR05HEEN (ALL MATERIALS SHALL BE AS MANUFACTURED BY THORO 5Y5TEM5 PRODUGT5. MIXING SOLUTION FOR THOROSEAL SHALL BE ONE PART AGRYL 60 AND THREE PARTS WATER. MIX THOROSEAL WITH MIXING SOLUTION IN STRICT AGGORDANGE WITH MANUFAGTURER'S RECOMMENDATIONS. TINT TO MATCH FINAL GOAT. APPLY THOR05EAL AT A MAXIMUM GOVERA&ERATE OF 225 S.F. PER 50 LB.BA6 AND THOR05HEEN AT A MAXIMUM GOVERAOE RATE OF 150 S.F. PER GALLON IN 5TRIGT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.) SHOP DRAK NC S SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW ON THE FOLLOWING ITEMS: CONCRETE AND ASPHALT DE516N MIX ALUMINUM STOREFRONT STRUCTURAL AND M15GELLANEOUS STEEL HARDHARE STEEL JOIST HVAC CURBS METAL ROOF DECK ELECTRICAL EQUIPMENT HOOD CANOPY ROOF TRU55ES EXTERIOR HALL INSULATION ROOFING, 5HET METAL AND INSULATION METAL ROOF PANELS AT CANOPY HOLLOW METAL SAMFLES SAMPLES SHALL BE SUBMITTED TO THE ARGHITEGT FOR APPROVAL ON THE FOLLOHI NG ITEMS: SEALANTS (FOR COLOR) PAINT AND/OR STA I N ALUMINUM STOREFRONT (FOR COLOR) BRICK AND MORTAR (FOR COLOR) TI -II PLYWOOD METAL CANOPY (FOR COLOR) 4'X4' MASONRY PANEL (FOR QUALITY AND MATERIAL) HVAC ROOF GURBS SHALL BE INSULATED PRE-FABRIGATED METAL TYPE IN SIZE A5 REQU I RED TO RECEIVE ROOF TOP UNIT. GURB SHALL BE LEVELED USING PRESSURE TREATED LUMBER FOR SHIMS AND/OR SUPPORTS AND SHALL BE SECURELY ANCHORED, SEALED AND FLASHED TO MAKE WATERTIGHT. PROVIDE KATERTI&HT GAP OVER OPEN CURB UNTIL ROOF TOP UNIT 15 SET. ELECTRICAL SEE ELECTRICAL DRAWINGS FOR ADDITIONAL SPECIFICATIONS. -�i4R1g4001Z4 - !STATE OF Cn 1--- W Q rn z� LZ x i� 00 w r� 00CY) DRAWING REVIEW ISSUE BUILDING AGENCY SUBMITTAL Frf'uARr CONSTRUCTION BID/ISSUE F REVISIONS State Review FILE - DATE - TIM 0119-6s2A49 10 24 41 10,5N10an E5T PLOT 5GkE DRA * Br: V9- r-0' DW General Specifications PROJWT NO. GENERAL CONSTRUCTION SPECIFICATIONS -BUILDING SHELL MECe HAN I Ce AL 5ECTION 15023 GODE5, PERMITS, TE5T5 INSPECTIONS AND 6,UARANTEE5 PART I: GENERAL 1.01 ALL WORK SHALL CONFORM WITH THE RULES AND REGULATIONS OF ALL NATIONAL, STATE AND LOCAL ( ODES, .STATE FIRE MARSHAL AND ANY OTHER ORDINANCES GOVERING THESE INSTALLATIONS. 1.02 EAGH CONTRACTOR SHALL GIVE ALL. NEGE55ARY NOTICES, OBTAIN AND PAY FOR ALL PERMITS AND PAY ALL GOVERMENTAL TAXES, FEES FOR STREET GUTS, SEWER CONNECTIONS, WATER TAPS, WATER METERS, FIRE PROTEGTION CITY MAIN FLON TESTS, AND OTHER COSTS IN CONNECTION WITH HIS WORK. 1.03 EACH CONTRACTOR SHALL TEST, OR ARRANGE FOR THE TESTING, OF ALL SYSTEMS INSTALLED BY HIM IN AGGORDANCE WITH THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION AND THE REQUIREMENTS INDICATED IN THESE SPECIFICATIONS. 1.04 ALL FINAL TE5T5 SHALL BE MADE IN THE PRESENCE OF THE APPROPRIATE INSPECTOR AND ENGINEER. 1.05 GONTRAGTOR SHALL PROVIDE MINIMUM OF 48 HOURS ADVANGED NOTICE OF ANY TE5TIN67. 1.06 NO WORK SHALL BE COVERED UNTIL PROPER TESTS HAVE BEEN MADE AND CERTIFIED. 1.07 ALL MATERIALS, EQUIPMENT, FIXTURES AND DEVICES SHALL BE GUARANTEED TO BE FREE FROM MECHANICAL DEFECTS OR FAULTY WORKMANSHIP FOR A PERIOD OF ONE YEAR. FROM DATE OF AGGEPTANGE BY THE ARCH ITEGT/ENGINEER FOR THE OWNER, EXGEPT AS SPECIFIED OTHERWISE WITH 5PECIFIG EQUIPMENT. 1.08 THE ENGINEER 15 AWARE AND THE BIDDERS ARE HERBY MADE AHARE THAT CERTAIN MANUFACTURER'S EQUIPMENT" GURARANTEE5 ARE VALID ONLY FOR A PERIOD OF ONE YEAR FROM THE DATE OF SHIPMENT OR INSTALLATION AND HILL. THEREFORE NOT BE VALID UNTIL THE DATE: OF GURARANTEE SET FORTH HEREIN. IT SHALL THEREFORE BE NOTED THAT THE CONTRACTOR SHALL BE DULY RESPONSIBLE FOR ALL MATERIAL, EQUIPMENT AND LABOR FOR THE FULL GUARANTEE PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE OR SUBSTANTIAL GOMPLETION AS DETERMINED BY THE ARCHITEGT/ENGINEER AND/OR OWNER. 5EGTION 15024 MECHANICAL GOORD I NAT) ON 1.01 MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER COORDINATION OF HIS PORTION OF THE WORK SPECIFIED HEREIN. 1.02 THE GONTRAGTOR 15 DIREGTED TO VISIT THE PREMISES AND MAKE HIMSELF THOROUGHLY FAMILIAR WITH THE GENERAL LAYOUT OF THE BUILDING 517E AND THE LOCATION OF THE PRESENT LINES TO WHIGH GONNEGTIONS SHALL BE MADE BEFORE SUBMITTING HI5 BID PROPOSAL. THE GONTRATOR SHALL AL50 CHECK PRESENT C-IRADE5, DITCHES, PAVEMENTS, 5EHER5 AND/OR ANY OTHER CONDITIONS AFFECTING THE UTILITY INSTALLATION CONTEMPLATED UNDER THE CONTRACT. SUCH OFF5ET5 A5 MAY BE REQUIRED TO LEAVE NEW WORK CLEAR, ETG. MUST BE INCLUDED IN THE CONTRACTOR'S PROPOSAL, AND THE CONTRACTOR MUST ASSUME THE FULL RESPONSIBILITY FOR HAVING MADE A PROPER AND THOROUGH INVESTIGATION OF THESE REQUIREMENTS. THE GONTRACT WITH A GONTRAGTOR SHALL BE BASED UPON THE ASSUMPTION THAT THE CONTRACTOR HAS INVESTIGATED AND UNDERSTANDS AND ACCEPTS ALL EXISTING CONDITIONS. NO LATER CLAIM FOR EXTRA COMPENSATION DUE TO ERROR OR EXI5TIN6 CONDITIONS WILL BE ALLOYED. 1.03 THE CONTRACTOR SHALL CAREFULLY STUDY THE CONTRACT DOCUMENTS PRIOR TO AND DURING THE COURSE OF CONSTRUCTION. ANY ERRORS IN LAYOUT OR ERRORS OF OMISSION HHIGH ARE DISCOVERED SHALL BE REFERRED IMMEDIATELY TO THE ENGINEER FOR INTREPRETATION OR CORRECTION. NO WORK SHALL BE DONE BEFORE NOTIFICATION. 1.04 ANY APPARATUS, APPLIANCE, MATERIAL OR WORK NOT SHOWN ON DRAWIN65, BUT MENTIONED IN THE SPECIFICATIONS OR VIGE VERSA, OR ANY INCIDENTAL ACCESSORIES NEGE55ASRY TO MAKE THE WORK COMPLETE AND PERFECT IN ALL RE5PEGT5 AND READY FOR OPERATION, EVEN IF NOT PARTICULARLY SPECIFIED, SHALL BE FURNISHED, DELIVERED AND INSTALLED BY THE CONTRACTOR AT HI5 EXPENSE. 1.05 CONTRACTOR SHALL MAKE MINOR ADJU5TMENTS IN LOCATION OF PIPING, OUTLETS, AND/OR EQUIPMENT AT NO ADDITIONAL GHARGE IF SO DIRECTED PRIOR TO THEIR INSTALLATION. WHERE OFFSETS IN PIPING, ADDITIONAL FITTING5, NECESSARY DRAINS, MINOR VALVES, TRAPS, DEVICES, ETC., ARE REQUIRED TO COMPLETE THE INSTALLATION, TO CLEAR OBSTRUCTIONS OR THE WORK OF OTHER CONTRACTORS, OR FOR THE PROPER OPERATION OF THE SYSTEM, THESE SHALL BE DEEMED TO BE INCLUDED IN THE CONTRACT AND SHALL BE FURNISHED AND INSTALLED COMPLETE BY THE CONTRACTOR AT NO ADDITIONAL GHARGE. 1.06 WHILE EXISTING STORM 5EVER5, SANITARY SEWERS, WATER MAINS, 6A5 MAINS, POWER LINES, TELEPHONE LINES AND OTHER UTILITY SERVICES, AND/OR INSTALLATIONS, BOTH UNDERGROUND AND OVERHEAD, HAVE BEEN INDICATED ON THE DRAWIN65 IN ACCORDANCE WITH THE BEST AVAILABLE INFORMATION, THE DRAWINGS DO NOT IN ANY WAY PURPORT TO BE COMPLETE OR ACCEPTABLE IN ALL RESPECTS. EACH CONTRACTOR SHALL BE HELD EXPRE55LY RESPONSIBLE FOR. DETERMINING THE EXACT LOCATION OF ALL 5UGH SERVICE LINES AND/OR INSTALLATIONS ENCOUNTERED IN THE PERFORMANCE OF HI5 CONTRACT AND FOR THE PROVISION OF SUITABLE PROTECTION, SUPPORT AND MAINTENANCE. 1.07 IT SHALL BE THE RESPON51BL11TY OF THE GONTRACTOR TO INSURE THAT ITEMS TO BE FURNISHED FIT THE SPACE AVAILABLE, WITH PROPER PROVISIONS FOR ACCESS TO EQUIPMENT FOR MAINTENANCE AND REPLACEMENT. HE SHALL MAKE NEGE55ARY FIELD MEA50REMENT5 TO A5GERTAIN SPACE REQUIREMENTS, INGLUDING TH05E FOR CONNECTIONS, AND REMOVAL OF PARTS, AND SHALL FURNISH AND INSTALL ACCESS PANELS AS REQUIRED THAT THE FINAL INSTALLATION SHALL SUIT THE TRUE INTENT AND MEANING OF THE DRAHIN65 AND SPECIFICATIONS. ALL INSTALLATIONS SHALL BE MADE TO MAINTAIN MAXIMUM HEADROOM AND GLEARANCE AROUND EQUIPMENT. HHEN SPACE AND/OR HEADROOM APPEAR INADEQUATE, GONTAGTOR SHALL NOTIFY ENGINEER PRIOR TO PROCEEDING WITH THE INSTALLATION OR FABRICATION OF WORK CONTRACTOR SHALL LOCATE ALL EQUIPMENT HHIGH MUST BE SERVICED, OPERATED OR MAINTAINED IN FULLY ACCESSIBLE POSITIONS. MINOR DEVIATIONS FROM THE CONTRACT PRAH! NG5 MAY BE MADE TO ALLOW FOR BETTER AGGE556ILITY, BUT CHANGES OF MAGNITUDE: OR WHICH INVOLVE EXTRA COST SHALL NOT BE MADE WITHOUT APPROVAL. 1.08 CONTRACTORS FOR THE VARIOUS BRANCHES OF WORK SHALL EXGHANGE COMPLETE ORIGINAL AND REVISED ORA10411465, DETAILS, INFORMATION, ETC., DURING THE PR06RE55 OF THE JOB SUCH THAT ALL INSTALLATIONS ARE PROPERLY' GOORDINATED AND FIT TOGETHER IN TO A COMPLETE AND ACCEPTABLE PROJECT. LOCI WHERE THE WORK OF THE GONTRAGTOR WILL BE INSTALLED IN CLOSE PROXIMITY TO WORK OF OTHER TRADES, OR WHERE THERE 15 EVIDENCE THAT THE WORK OF THE CONTRACTOR WILL INTERFERE WITH THE WORK OF OTHER TRADES, HE SHALL A5515T IN WORKING OUT SPACE. CONDITIONS TO MAKE A SATISFACTORY ADJU5TMENT. IF 50 DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL PREPARE COMPOSITE WORKING DRAWINGS, AND SECTIONS AT A SUITABLE SCALE OF NOT LESS THAT 1/4" - 1-0" CLEARLY SHOWING HOW HIS WORK IS TO BE INSTALLED IN RELATION TO THE WORK OF OTHER TRADES, OR SO TO GAUSS INTERFERENCES WITH WORK OF OTHER TRADES, HE SHALL MAKE NECESSARY GHANGE5 IN HI5 NORK TO CORRECT THE GONDITION WITHOUT ADDITIONAL CHARGE. 1.10 CONTRACTOR SHALL CONFER WITH THE OTHER CONTRACTORS AND ARRANGE FOR ALL CHASES IN WALLS, SLOTS IN BEAMS, OPENINGS IN FLOORS OR ROOF, ETC., REQUIRED FOR THE INSTALLATION OF PIPES, DUG -T5, CONDUITS, ETG. AND BE HELD RESPONSIBLE FOR THE PROPER LOCATION OF GHA5ES REQUIRED FOR HIS PARTICULAR BRANCH OF NORK. HE SHALL FURTHER BE RESPONSIBLE FOR HAVING HORK THAT 15 REQUIRED TO BE BUILT IN, ON HAND IN TIME FOR PROPER PROGRESS OF OTHER CONTRACTORS. 1.11 CONTRACTOR SHALL MAKE ALL HI5 OWN MEASUREMENTS IN THE FIELD AND SHALL BE RESPONSIBLE FOR CORRECT FITTINGS. HE SHALL COORDINATE THIS WORK HITH ALL OTHER BRANCHES IN SUCH A MANNER AS TO CAUSE A MINIMUM OF CONFLIGT OR DELAY. GONTRACTOR SHALL GORROINATE HI5 WORK HITH ALL OTHER TRADES AND REPORT IMMEDIATELY ANY DIFFICULTY HHIGH GAN BE ANTIGIPATED BEFORE INSTALLING NORK IN QUESTION. 1.12 ALTERNATE EQUIPMENT A. WHERE EQUIPMENT REQUIRIN(5 DIFFERENT ARRANGEMENT OR GONNEGTION5 FROM THOSE SPECIFIED IS APPROVED, IT SHALL BE THE RF5PON51BILITY OF THE CONTRACTOR TO INSTALL THE EGVIPMENT TO OPERATE PROPERLY AND IN HARMONY HITH ALL TRADES WITH THE INTENT OF THE DRAWINGS AND 5PEGIFIGATION5. B. THE CONTRACTOR SHALL BE REPONSIBLE FOR THE PROPER LOCATION OF ROUGHING IN THE CONNECTIONS BY OTHER TRADES. ALL GHANGES SHALL BE MADE AT NO INCREASE IN THE CONTRACT AMOUNT OR ADDITIONAL GOST TO THE OTHER TRADES. 1.13 THE MECHANICAL CONTRACTOR SHALL GOORDINATE WITH THE ELECTRICAL CONTRACTOR TO INSURE THAT ALL REQUIRED COMPONENTS OF CONTROL WORK ARE INCLUDED AND FULLY UNDERSTOOD. NO ADDITIONAL COST SHALL ACCRUE TO THE OWNER AS A RESULT OF LACK OF SUCH COORDINATION. 1.14 ALL MATERIALS SHALL BE STORED IN A PROPER MANNER AND THOSE SUBJECT TO HEATHER DAMAGE SHALL BE PROTECTED AGAINST THE WEATHER. EQUIPMENT AND MATERIALS SHALL BE DELIVERED TO THE 51TE AND STORED IN ORIGINAL GONTAINER5, SUITABLY SHELTERED FROM THE ELEMENTS, BUT READILY AGGE55115LE FOR INSPECTION BY THE ENGINEER UNTIL INSTALLED. ALL ITEMS SUBJEGT TO M015TLIRE DAMAGE SHALL BE STORED IN DRY, HEATED SPACES. STORAGE SHALL BE LOCATED ON THE 51TE IN A LOCATION SPEGIFIGALLY APPROVED BY THE ARCHITECT AND OWNER AND SHALL BE MOVED AT THE GONTRAGTORS EXPENSE IF NEGE55AR'r` BECAUSE OF INTERFERENCE HITH THE WORK OF OTHER GONTRAGTOR5. MATERIALS STORED WITHIN BUILDINGS AS APPROVED BY THE OWNER SHALL BE DISTRIBUTED IN 50GH A MANNER AS TO AVOID OVERLOADING OF THE STRUCTURAL FRAME:, AND NEVER SHALL BE CONCENTRATED IN SUCH A MANNER AS TO EXCEED THE EQUIVALENT OF FIFTY (50) POUNDS PER 3QUARE FOOT UNIFORMLY DISTRIBUTED LOADING. STORED MATERIALS SHALL BE MOVED AT GONTRAGTOR'S EXPENSE IF THEY INTERFERE WITH THE PROGRESS OF THE WORK. 1.15 EACH GONTRAGTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO GUARD AGAINST, AND ELIMINATE, ALL POSSIBLE FIRE HAZARDS IN CONNECTION WITH HIS HORK AND THE HORK OF OTHER CONTRACTORS. NO WELDING AND/OR BURNING SHALL BE DONE UNLESS THE PROPER FIRE EXTINGUISHING EQUIPMENT 15 ON HAND AT THE SITE OF SUCH WELDING AND/OR BURNING. IN ADDITION TO THE ABOVE, IT MAY BE NEGE55ARY TO STATION A FIRE WATGHMAN IN THE AREA AND FIREPROOF TARPAULINS MAY BE REQUIRED TO COMPLETELY CONFINE ANY SPARKS RESULT N6 FROM A hELDIN6, GUTTING OR BURNING OPERATION WHEN SUCH AN OPERATION IS NECESSARY IN CLOSE PROXIMITY TO FLAMMABLE OR POTENTIALLY FLAMMABLE MATERIALS. SECTION 15028 EXCAVATION AND BAGKFILL PART I: GENERAL I.OI EXCAVATION AND BAGKFILL WILL BE THE RE5PON5I5ILITY OF EACH CONTRACTOR FOR HIS OWN WORK. BRAGIN6, 5HORIN6 OR SHEETING FOR PROPER SUPPORT OF EXCAVATION WALLS AND LOADING AND DISPOSAL OF EXCESS MATERIALS AS SPECIFIED EL5EP44ERE SHALL BE INCLUDED. 1.02 CONTRACTOR SHALL VERIFY ALL EXISTING GRADES, INVERTS, UTILITIES, OBSTACLES, AND TOPOGRAPHICAL GONDITION5 PRIOR TO ANY TRENCHING, EXCAVATION, OR UNDERGROUND INSTALLATIONS. IN THE EVENT EXISTING CONDITIONS ARE SUCH AS TO PREVENT INSTALLATIONS IN ACGORDANGE WITH THE DRAHING5, CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER. 1.03 TRENCHES SHALL BE EXCAVATED OF SUFFICIENT WIDTH TO ALLOH AMPLE WORKING SPACE WITH THE BOTTOM DUG NOT DEEPER THAN THAT REQUIR_I-D FOR THE PROPER GRADING AND INSTALLATION OF THE VARIOUS SERVGE5 CONTAINED HEREIN. ALL PIPING SHALL REST ON UND15TURBED EARTH. 1.04 THE BOTTOM OF THE TRENCHES SHALL BE GRADED TO PROVIDE UNIFORM BEARING AND SUPPORT FOR EACH SECTION OF THE PIPE IN UNDISTURBED 501L AT EVERY POINT ALONG ITS ENTIRE LENGTH. DEPRESSION FOR JOINTS SHALL BE MADE IN AGGORDANGE WITH THE RECOMMENDATIONS OF THE JOINT MANUFACTURER FOR THE PARTIGULAR JOINT USED. 1.05 ALL GRADING IN THE VICINITY OF TRENCH EXCAVATIONS SHALL BE CONTROLLED TO PREVENT 5URFAGE GROUND NATER FROM FLOWING INTO THE TRENCHES. ANY WATER AGGUMULATED IN THE TRENGHE5 SHALL BE REMOVED BY PUMPING. 1.06 ALL EXGAVAGTION5 SHALL BE PROPERLY BRACED TO INSURE SAFE WORK CONDITIONS AND TO PREVENT EROSION OR GULLYING OF SIDES OF EXGAVAGTION. IT SHALL BE THE REP5ONSIBILITY OF THE GONTRACTOR TO CONSTRUCT SHORING OF ADEQUATE STRENGTH AND SUFF I G I ENTLY BRACED TO PREVENT INJURY TO WORKMEN AND ADJACENT 5TRJGTURE5. HE SHALL FURTHER KEEP ALL EXCAVATIONS FREE FROM STANDING WATER AND SHALL REPLACE WITH GRANULAR FILL AND TRENCH MATERIAL THAT LOSES ITS COMPACTION ABILITY DUE TO THE 5TANDIN6 WATER. 1.07 EACH CONTRACTOR SHALL BE RE5PON51BLE FOR ANY DAMAGE TO 51DEWALKS, PAVING, DRIVES, LAWN, TOPSOIL, ETC., CAUSED BY THE EXECUTION OF HIS CONTRACT. DAMAGED ITEMS SHALL BE REPAIRED OR RESTORED TO ORIGINAL CONDITION. 1.08 BAGKFILL SHALL INCLUDE PROVIDING SUITABLE MATERIAL, PLACING AND COMPACTING IN PLACE. BAGKFILL SHALL BE FREE OF STONES, ORGANIG MATTER, FROZEN MATERIAL, AND DEBF'5. A. COMPACTED BAGKFILL MATERIAL SHALL BE MATERIAL GAF'ABLE OF BEING COMPAGTED TO 905 OF ITS MAXIMUM PEN5ITY FOR COHESIVE SOILS, 95% FOR GRANULAR MATERIAL, IN AGGORDANGE WITH ASTM D 698 UNDER THE VARYING MOISTURE GONDITIONS HHIGH HILL BE PRESENT DURING CONSTRUCTION AS DETERMINED BY THE TESTING LABORATORY. B. GRANULAR FILL SHALL GON515T OF DUNE SAND, GRAVEL OF OTHER SUITABLE MATERIAL CONTAINING NOT MORE THAN 10% BY WEIGHT PASSING THE NO. 200 SIEVE AND 100% PASSING THE I" SIEVE. 1.09 WHENEVER LINES OR 5EHER5 ARE RUN BELOW FOOTINGS OR GRADE BEAMS, CONTRACTOR SHALL BAGKFILL THE VOID WITH POURED, STEEL REINFORCED, CONCRETE TO THE ELEVATION OF THE BOTTOM OF THE FOOTING OR GRADE BEAM. 1.10 PIPING OR 5EWER. LINES INSTALLED ON ROCK SHALL BE LAID ON 6 INCH DEEP LAYER OF GLEAN COMPACTED 5AND EXTENDED TO THE CENTER LINE OF THE PIPE. 1.11 BAGKFILL WITHIN THE BUILDING LINES SHALL BE MADE WITH GRANULAR FILL OR COMPACTED BAGKFILL MATERIAL LAID IN SIX INGH LAYERS AND TAMPED TO SPECIFIED COMPACTION AFTER EACH LAYER. 1.12 BAGKFILL UNDER PAVED AREAS OUTSIDE BUILDING SHALL BE MADE WITH GRANULAR FILL, AND COMPACTED PER STATE DOT HIGHWAY REQUIREMENTS. 1.13 BAGKFILL UNDER OPEN YARDS OR FIELDS SHALL BE MADE WITH NON-GOMPAGTED BAGKFILL LAID IN LAYERS NOT TO EXCEED 24 INCHES DEEP. 1.14 ALL EXGE55 TRENCH EXCAVATION SHALL BE BAGKFILLED WITH GLEAN GRU5HED STONE. HHENEVER UNSUITABLE 501L AS DETERMINED BY THE ENGINEER 15 ENCOUNTERED AT THE BOTTOM, SUCH SOIL SHALL BE REMOVED TO A DEPTH AND LENGTH REQUIRED AND THE TRENCH BAGKFILLED HITH GOARSE, GLEAN GRUSHED STONE. 1.15 CONTRACTOR SHALL REFILL, REGRADE, AND REFINISH ANY AREA THAT BECOMES UNSATISFACTORY DUE TO SETTLEMENT WITHIN ONE YEAR AFTER FINAL ACCEPTANCE. 1.16 EXCAVATION FOR UTILITIES SHALL NOT BE BAGKFILLED UNTIL ALL REQUIRED TESTS ARE PERFORMED. 5EGTION 15060 PIPE d FITTINGS PART I: GENERAL 1.01 THIS SECTION APPLIES TO ALL PIPING INSTALLED AS A PART OF TH15 CONTRACT. 1.02 PIPING SYSTEMS ARE SPECIFICALLY DESGRIBED IN OTHER SECTIONS OF THI5 5PEGIFIGATION5. PART 2: PRODUCTS 2.01 PIPE -MATERIAL 5PEGIFIGATION5 A. BLACK STEEL AND HOT -DIPPED GALVANIZED -ASTM A120. B. PIPE SIZES INDICATED HEREIN OR ON THE DRAHIN65 REFER TO THE NOMINAL INSIDE DIAMETER, UNLE55 NOTED OTHERHI5E. G. CAST IRON SOIL PIPE - A5TM A74. D. DUCTILE IRON PRESSURE PIPE - ANSI A21. E. PVG PIPE - SEE 5PEGIFIGATIONS. 2.02 FITTING5-MATERIAL-5PEGIFIGATIONS AND RATINGS: A. MALLEABLE IRON 5GREHED-BLAGK OR HOT -DIPPED GALVANIZED ANSI E316.3. B. CAST IRON THREADED - ANSI 816.12. G. BUTT HELD, FACTORY MADE WROUGHT STEEL - ANSI 816.9. D. 50GKET HELD, FORGED STEEL - ANSI 816.11. E. GAST IRON 501L - AN51 A112.5. F. CAST IRON PRESSURE - ANSI A21.10. G. FITTINGS SHALL, IN ALL GASES, MATCH THE PIPE TO WHIGH THEY ARE JOINED AND SHALL BE SUITABLE FOR THE SERVICE INTENDED. H. FITTINGS IN LINES 2" OR SMALLER SHALL, IN GENERAL, BE 5GREHED AND THOSE IN LINES 2-1/2" OR LARGER SHALL BE HELPED OR FLANGED. FITTINGS IN LINES 2" OR SMALLER MAY, AT THE CONTRACTOR'S OPTION AND HITH THE WRITTEN APPROVAL OF THE: ENGINEER, BE WELDED. 1. ALL BRANCH CONNECTIONS SHALL BE MADE HITH STANDARD "TEE" OR "WYE" FITTINGS. J. NO "BULLHEAD" TEES TO BE INSTALLED IN PIPING SYSTEM. 2.03 JOINTS A. THREADED AND COUPLED PIPING SYSTEMS SHALL BE JOINED HITH PROPERLY LUBRICATED 5GREHED JOINTS. PIPE SHALL BE GUT SMOOTH AND SQUARE AND BURRS SHALL BE REMOVED WITH A REAMER. TAPERED THREADS SHALL BE PROPERLY GUT ON THE MALE END OF THE PIPE AND SHALL BE OF A SUFFICIENT NUMBER 50 THAT WHEN THE PIPE IS PULLED UP TIGHT IN THE GOUPLING, AT LEAST THERE FULL THREADS REMAIN EXPOSED. JOINTS SHALL BE MADE TIGHT WITH GRAPHITE AND OIL OR BY MEANS OF A PIPE JOINING COMPOUND 50GH AS 6RINNEL NO. 1698 OR 1699, APPLIED TO THE PIPE THREADS ONLY AND NOT TO THE FITTINGS. NO PIPE THREAD GAULKING COMPOUND SHALL BE USED. B. HELPED JOINTS SHALL BE MADE IN ACCORDANCE HITH THE LATEST ACCEPTABLE PRACTICES, CODES AND REGOMMENDATION5 OF THE AMERICAN HELPING 50CIETY AND THE ASME. G. LEAD CAULKED JOINTS FOR GAST IRON 501L PIPE SHALL BE MADE WITH PACKED OAKUM AND PIG LEAD WITH THE JOINT RUN FULL AT ONE POURING AND CAULKED SOLID, FLUSH WITH THE HUB. D. NEOPRENE GASKET JOINTS (IN LIEU OF LEAD CAULKED) SHALL BE LIKE TYLER "TY -SEAL", ALABAMA PIPE CO. "DUAL-TITE". THEY SHALL CONFORM TO ASTM G564 5PEGIFIGATIONS. 50GH GASKETS SHALL BE INSTALLED IN STRUT ACCORDANCE HITH THE MANUFACTURER'S LATEST PUBLISHED INSTALLATIONS AND APPLICATION INSTRUCTIONS. E. MECHANICAL JOINT FOR DUCTILE IRON PRESSURE PIPE -ANSI A21.11, RUBBER GASKET PUSH -ON. 2.04 FLANGES, GASKETS, UNIONS A. HELPING FLANGES SHALL BE FORGED STEEL, HELPING NECK, RA15ED FACE AND BOLT HOLES SPOT FACED ON THE BACK; OF PROPER HEIGHT AND DESIGN TO MATCH CORRESPONDING VALVE. B. THREADED FLANGES SHALL, UNLE55 OTHERWISE NOTED, BE 125 POUND DESIGN GAST IRON HITH RAISED FACE BOLT HOLES SPOT FACED, GALVANIZED OR BLAGK TO MATCH ADJOINING PIPE. G. UNIONS SHALL BE 150 POUND MALLEABLE IRON, FEMALE PATTERN, BRA55 TO IRON SEAT, GROUND JOINT, BLAGK OR GALVANIZED TO MATCH PIPE BEING JOINED. INSTALL UNIONS ADJACENT TO THE DOHN5TREAM 51DE OF EACH THREADED VALVE, OR INLETS AND OUTLETS OF ALL SPECIALTIES, APPARATUS AND EQUIPMENT HAVING SGREHED CONNECTIONS TO FACILITATE EASY REMOVAL FOR REPAIR OR REPLACEMENT, AND EL5EAHERE AS 5HOHN ON PLANS. PART 3: EXECUTION 3.01 ALL PIPING SHALL BE INSTALLED AS 5HOHN ON THE DRAWINGS. HATER LINES SHALL BE PITCHED ONE INCH (I") IN FORTY.r•,, IN DIRECTION OF FLOW UNLE55 NOTED OTHERHISE. B. THREADED FLANGES SHALL, UNLE55 OTHERWI5E NOTED, BE 125 POUND DESIGN GAST IRON WITH RA15ED FACE BOLT HOLES SPOT FACED, GALVANIZED OR BLACK TO MATCH ADJOINING PIPE. G. UNIONS SHALL BE 150 POUND MALLEABLE IRON, FEMALE PATTERN, BRASS TO IRON SEAT, GROUND JOINT, BLACK OR GALVANIZED TO MATCH PIPE BEING JOINED. INSTALL UNIONS ADJACENT TO THE DOWNSTREAM 51DE OF EACH THREADED VALVE, OR INLETS AND OUTLETS OF ALL SPECIALTIES, APPARATUS AND EQUIPMENT HAVING SCREWED GONNEGTION5 TO FAGILITATE EASY REMOVAL FOR REPAIR OR REPLACEMENT, AND EL5EHHERE AS SHOWN ON PLANS. PART 3: EXECUTION 3.01 ALL PIPING SHALL BE INSTALLED AS SHOWN ON THE DRAWINGS. WATER LINES SHALL BE PITCHED ONE INCH (I") IN FORTY FEET (409 IN DIRECTION OF FLOW UNLESS NOTED OTHERHI5E. 3.02 PIPING SHALL BE INSTALLED IN TRUE HORIZONTAL AND VERTICAL PLANES AT RIGHT ANGLES OR PARALLEL TO BUILDING WALLS. DIAGONAL OR BENT PIPING WILL NOT BE PERMITTED. 3.03 PIPING SHALL BE INSTALLED TIGHT TO SLABS, BEAMS, JOISTS, ETC., WHERE POSSIBLE. 3.04 FITTINC75 SHALL BE USED FOR ALL GHANGES IN DIRECTION AND ALL BRANCH GONNEGTION5. 3.05 DO NOT USE BULL HEAD TEES, STREET ELBOWS, OR BUSHINGS. 3.06 ALL CHANGES IN GAS PIPE SIZES SHALL BE MADE EGGENTRIGITY IN A MANNER TO PREVENT WATER POCKETS IN GAS LINES. 3.07 PROVIDE DRAIN VALVES AT LON POINTS OF PIPING SYSTEMS. INSTALL PIPING FREE OF AIR OR HATER TRAPS, SAGS, AND BENDS. 3.08 AGCE55 SHALL BE PROVIDED FOR OPERATION, ADJUSTMENT AND MAINTENANCE AS REQUIRED. WHERE POSSIBLE, INSTALL WORK REQUIRING ACCESS IN AN APPROVED ACCESSIBLE LOCATION THAT HILL NOT REQUIRE AN ACCESS PANEL. 3.09 UNIONS SHALL BE INSTALLED ADJACENT TO EACH THREADED VALVE AND ON INLETS OF ALL SPECIALTIES, APPARATUS AND EQUIPMENT HAVING SGREHED CONNECTIONS, TO FACILITATE EASY REMOVAL FOR REPAIR OR REPLACEMENT, AND EL5EHHERE AS 5HOWN ON DRAWINGS. 3.10 FLANGES ARE REQUIRED ON VALVES, APPARATUS AND EQUIPMENT WITH 2-1/2" OR LARGER GONNEGTIONS. 3.11 ALL PIPING SHALL BE INSTALLED 50 AS TO ALLOW FOR NORMAL EXPAN51ON AND CONTRACTION HITHOUT DAMAGE TO PIPE, BUILDING OR EQUIPMENT. 3.12 INSTALL PIPING CONNECTED TO EQUIPMENT 50 THAT PIPE IS NOT FORGED OR SPRUNG THEREBY EXERTING STRESS OR STRAIN ON EQUIPMENT. CONTRACTOR SHALL DISCONNECT PIPING AT EQUIPMENT IN ORDER TO DEMONSTRATE THIS AT ENGINEER'S REQUEST. 3.13 HHERE WATER PIPING PASSES OVER ELEGTRIGAL GEAR ON BU55 DUCT, FURNISH AND INSTALL A GALVANIZED SHEET METAL DRIP PAN TO GATGH ANY WATER HHIGH MIGHT LEAK ONTO ELECTRICAL EQUIPMENT. PAN SHALL BE 2" 51DE5 WITH I" OUTLET DRAIN PIPED TO NEAREST FLOOR DRAIN. DO NOT DIRECT CONNECT PIPE TO FLOOR DRAIN. 3.14 PROVIDE AMPLE SPACE BETWEEN PARALLEL PIPING FOR INSULATION OR JAGKET GOVERING. 3.15 IN6REA5E PIPE DIAMETER ONE 51ZE WHEREVER THERMOMETER WELLS ARE INSTALLED IN PIPING. 3.16 PIPE AND FITTINGS SHALL BE STORED ON JOB SITE: IN SUGH A MANNER TO PREVENT DIRT AND FOREIGN MATTER FROM GETTING INTO PIPE. BEFORE INSTALLATION, PIPE SHALL BE GLEANED ON THE INSIDE SO THAT A MINIMUM AMOUNT OF DEBRIS ENTERS THE PIPING SYSTEM. 3.17 ALL LINES PASSING THROUGH OUTSIDE OF BUILDING HALLS SHALL BE CAULKED HATER TIGHT TO PREVENT LEAKAGE INTO THE BUILDING. 3.18 SLEEVES SHALL BE INSTALLED DURING CONSTRUCTION AND PROVIDED FOR ALL PIPE PASSING THROUGH FLOORS, WALL5, SLABS, OR BEAMS, TO ALLOW PIPE MOVEMENT. DO NOT MORTAR IN ANY PIPE TO BUILDING CONSTRUCTION. 3.19 SEAL OPENINGS AROUND PIPES WHERE PENETRATING WALLS, FLOORS, AND PARTITIONS WITH MATERIAL HAVING A FIRE RESISTANCE RATING EQUAL TO THE FIRE RESISTANCE RATING OF THE WALL, FLOOR OR PARTITION PENETRATION. 3.20 DRAINS FROM DRIP PANS, OVERFLOH5, RELIEF VALVES, ETC., SHALL BE PIPED TO NEAREST EQUIPMENT OR FLOOR DRAIN. DO NOT DIRECT CONNECT PIPES TO FLOOR DRAIN. 3.21 INSULATING (DIELECTRIC) TYPE UNIONS SHALL BE USED WHENEVER TWO DISSIMILAR PIPE MATERIALS ARE BEING JOINED. 3.22 TE5T5 AND IN5PEGTION SHALL BE COMPLETED AND APPROVED BY ENGINEER BEFORE COVERING OR FURRING -IN. 3.23 VALVES SHALL BE INSTALLED IN ALL BRANCH LINES SERVING MORE THAN ONE PIECE OF EQUIPMENT, AND ELSEWHERE SHONN ON PLANS OR SPECIFIED HEREIN. AL50 EACH PIECE OF EQUIPMENT SHALL BE VALVED SEPARATELY WITH THE SAME 51ZE VALVE AS THE LINE IN WHIGH THEY ARE PLAGED 50 THAT EQUIPMENT CAN BE REMOVED WITHOUT SHUTTING OFF THE ENTIRE MAIN. MOUNT VALVE WITH STEM IN OR ABOVE HORIZONTAL POSITION, SECTION 15402 DOME5TI G WATER 5ERVIGE EXTERIOR BUILDING PART is GENERAL 1.01 WATER SERVICE SHALL BE FROM EXISTING MAINS AS SHOWN ON PLANS AND SPECIFIED HEREIN. 1.02 CONTRACTOR SHALL VERIFY ANY AND ALL REQUIREMENTS OF THE UTILITY GOMPANY AND SHALL INCLUDE IN HIS BID ANY AND ALL G05T5 GHARGED BY THE UTILITY COMPANY TO FURNISH AND/OR INSTALL THE WATER 5ERVIGE. THI5 SHALL INGLUDE ANY COST FOR HATER LINES OR EQUIPMENT INSTALLED BY THE UTILITY COMPANY AND CHARGED TO THE OWNER. PART 2: PRODUCTS 2.01 WATER PIPE AND FITTINC75 SHALL BE DUTILE IRON MECHANICAL JOINT, GLA55 50 FOR 4" AND LARGER SIZE; TYPE K GOPPER FOR SMALLER. 2.02 VALVES SHALL BE THE SAME AS SPECIFIED, PART 3: INSTALLATION 3.01 PIPE PASSING THROUGH EXTERIOR BUILDING WALLS SHALL BE INSTALLED WITH LINK SHIELD5. 3.02 INSTALL WATER 5ERVIGE MAIN MINIMUM 54" BELOW GRADE. 1-44001244 = 5TAT15 OF I+ DRAWING REVIEW ISSUE BUILDING AGENCY SUBMITTAL FEBRUARY 26, 2002 CONSTRUCTION BIDASSUE M REVISIONS State Review FIE vArf - flW 01166s3x" 10-24-01 10.56,05 An FST M.Or SCALE oRN I+ Bre va = 11.01 _ General Specifications '� PRO=I Nm GENERAL CeONSTRUCoTION SFEColFlCoATIONS - BUILDING SHALL SECTION 15405 NATURAL GAS PIPING SYSTEM PART 1: GENERAL 1.01 NATURAL 6A5 PIPING 5Y5TEM SHALL BE FURNISHED AND INSTALLED COMPLETE AS SHOWN ON THE DRAWINGS OR SPECIFIED HEREIN. 1.02 CONTRACTOR SHALL VERIFY ANY AND ALL REQUIREMENTS OF THE UTILITY COMPANY AND SHALL INCLUDE IN HI5 BID ANY AND ALL COSTS CHARGED BY THE UTILITY COMPANY TO FURNISH AND/OR INSTALL THE 6A5 SERVICE. THIS SHALL INCLUDE ANY COST FOR GAS LINES OR EQUIPMENT INSTALLED BY THE UTILITY COMPANY AND CHARGED TO THE OWNER. PART 2: PRODUCT5 2.01 GAS PIPE (INSIDE BUILDING) SHALL BE SCHEDULE 40 BLACK STEEL (A5TM-120). 2.02 6A5 PIPE (UNDERGROUND OUT5IDE BUILDING) SHALL BE SCHEDULE 40 BLACK STEEL PIPE ASTM 20 SPIRALLY WRAPPED (INCLUDING JOINTS) WITH PLASTIC, TAPE (MINIMUM 1/2 OVERLAP) AND THEN COATED WITH BLACK ASPHALTUM. (ALTERNATE WRAP - REPUBLIC, X -TRU -GOAT). 2.03 UNIONS SHALL BE BLACK MALLEABLE IRON; MINIMUM 150 PSI HATER WORKING PRESSURE; FEMALE PATTERN, 13RA55 TO IRON SEAT; GROUND JOINT. 2.04 FLAN6E5 SHALL 13E CAST IRON; MINIMUM 150 P51 HATER WORKING PRESSURE; RAISED GROUND FACE BOLT HOLES SPOT FACED. 2.05 FLANGES IN HELDED PIPING SHALL BE FORGED STEEL; MINIMUM 150 PSI WATER WORKING PRESSURE; RAISED GROUND FACE, BOLT HOLES SPOT FACED; MELDING NECK; SAME HALL THICKNESS AS THE PIPE IN HHIGH INSTALLED; CONFORM TO A5TM A 234. 2.06 5GREHED PIPE FITTINGS SHALL BE THREADED MINIMUM 150 P51 BLACK MALLEABLE IRON. 2.01 GASKETS SHALL BE OF MATERIAL SUITABLE FOR THE FLUID, TEMPERATURE, AND PRE55LRE FOR HHIGH THEY HILL BE USED. 2.08 5GREHED PIPE FITTINGS SHALL BE THREADED MINIMUM 150 PSI BLACK MALLEABLE IRON FOR THREADED PIPE AND FORGED SEAMLE55 MELDING TYPE FOR HELPED LINES. 2.09 FITTINGS IN HELDED LINES SHALL BE A TYPE SUITED FOR THE PURPOSE; BEVELED ENDS, SAME HALL THIGKNE-55 AS THE PIPE IN HHIGH INSTALLED; CONFORM TO A5TM A 234. 2.10 Y -PATTERN STRAINERS SHALL HAVE A5TM A 2-78 GLASS 30 SEMI -STEEL BODY; 5GREI^ED GONNECTION5 FOR UP TO 2"; BOLTED FLANGE GONNECTION5 FOR 2-1/2" AND ABOVE; MINIMUM 225 P51 NATER WORKING PRESSURE; GRADE 18-8 STAINLESS STEEL SCREEN; TAPPED BLONOFF PLUG; LIKE MGALEAR MODEL 5. 2.11 GA5 GOGKS (2" AND SMALLER PIPE) SHALL BE SQUARE HEAD IRON BODY HITH BRASS PLUG AND HASHER; 120 P51 HORKING PRE55URE (AIR TESTED); LIKE CRANE MODEL 324. 2.12 GAS COGK5 (2-1/2" AND LARGER PIPE) SHALL BE SQUARE HEAD, IRON BODY AND PLUG; 125 PSI WORKING PRE55ORE (AIR TESTED); LIKE CRANE MODEL 325. PART 3: INSTALLATION 3.01 ALL GAS PIPING INSTALLATIONS SHALL CONFORM TO NFPA VOLUME 2 AND/OR ANY OTHER LOCAL OR STATE CODES AND ORDINANGE5 GOVERING THESE INSTALLATIONS. 3.02 HORIZONTAL 6A5 PIPING SHALL BE INSTALLED AT A UNIFORM GRADE OF NOT LESS THAN 1/4" IN 15' TO PREVENT TRAPS. DRIP LEGS SHALL BE FURNISHED AND INSTALLED AT ALL LOGATION5 WHERE CONDENSATE MAY GOLLEGT. GRADE PIPE UP FROM OUTSIDE OF BUILDING. 3.03 EACH GAS CONNECTION TO A 6A5 FIRED APPLIANCE OR PIECE OF EQUIPMENT SHALL HAVE A SHUTOFF GOGK, UNION, PRESSURE REGULATOR, RELIEF VALVE AND DRIP LEG. 3.04 ALL GAS PRESSURE REGULATOR AND RELIEF VALVES SHALL HAVE FULL SIZE VENT EXTENDED TO THE OUTSIDE OF THE BUILDING. 3.05 ALL PIPE INSTALLED HITHIN HALLS OR UNDERNEATH FLOOR SHALL BE ENCASED IN METAL OR PVC, PLASTIC CONDUIT MADE UP WITH GAS TIGHT JOINTS AND CONDUIT VENTED TO OUTSIDE OF BUILDING. 3.06 APPLY GRAPHITE TO MAKE THREA05 OF PIPE - DO NOT USE ANY PIPE DOPE OR GEMENT TO MAKE UP JOINTS. 3.01 JOINTS (EXCEPT UNDERGROUND) SHALL BE 5GREHED JOINTS UP TO AND INCLUDING 2" TRADE SIZE. ALL JOINTS FOR PIPING INSTALLED BENEATH FLOOR OR BUILDING, UNDERGROUND AND PIPE LARGER THAN 2" TRADE 51ZE SHALL BE AELDED. 3.08 UNDERGROUND 6A5 PIPING SHALL NOT BE LAID IN CONTACT KITH CINDERS OR OTHER 501L OF CORROSIVE TYPE NATURE. 3.09 PIPING SHALL BE TESTED IN AGCORDANGE WITH THE REQUIREMENTS OF THE UTILITY FURNI5HIN6 THE GA5 AND NFPA VOLUME 2. IF UTILITY COMPANY HAS NO SPECIFIC, TEST, PIPING SHALL BE FILLED WITH AIR OR AN INERT GAS TO A MINIMUM PRE55ORE OF 5 P516 AND MAINTAINED FOR NOT LE55 THAN 24 HOURS HITH NO PRESSURE LOSS. THE TEST 5OURGE SHALL BE ISOLATED BEFORE PRESSURE TE5T5 ARE CONDUCTED. 3.10 TEST EACH JOINT WITH A HEAVY SOLUTION OF 50AP AND NATER FOR LEAKS. 3.11 6A5 PIPE LOCATED UNDER ROADS OR DRIVES SHALL BE INSTALLED INSIDE A PVG PIPE CONDUIT FOR PHY51CAL PROTECTION OF PIPE. SECTION 15412 SANITARY SEY,E-:R IN51DE BUILDIN6 (SHALL CONFORM TO H5E'S "5TANDARD5 FOR DE516N AND GON5TRUCTION OF BUILDING SEWERS - AUGUST Ig95") PART I: GENERAL 1.01 FURNI5H AND INSTALL IN51DE SANITARY 5ENER SYSTEMS AS 5HOHN ON DRAWINGS AND SPEGIFIED HEREIN, 1.02 REFER TO BASIC MATERIALS AND METHODS 5EGTION OF THESE SPECIFICATIONS FOR MATERIAL SPECIFICATIONS, INSTALLATION REQUIREMENTS AND OTHER EQUIPMENT AND REQUIREMENTS PERTAINING TO THIS WORK. 1.03 REFER TO H5E'5 "STANDARDS FOR DESIGN AND CONSTRUCTION OF BUILDING 5EHER5 - AUG. 19x5" PART 2: PRODUCTS 2.01 501L AND WASTE PIPE AND FITTINGS: A. 1. SCHEDULE 40 PVG CONFORMING TO ASTM 01785. B. ABOVE GROUND SHALL BE: 1. GALVANIZED STEEL, SCHEDULE 40, HITH CAST IRON DRAINAGE FITTINGS OR COPPER DPW WITH NROUGHT FITTINGS AND BRAZED JOINTS FOR SIZES 2" AND SMALLER. DO NOT USE COPPER ON URINAL DRAIN. 2. SCHEDULE 40 PVC, GONFORMING TO ASTM 01-785. G. VENT PIPING SHALL BE PVC, UNLESS IN RETURN AIR PLENUM, THEN INSTALL COPPER. D. SEE PARAGRAPH 3.02 HEREINAFTER FOR PIPE JOINT MAKEUP. 2.02 TRAP5 ON CAST IRON PIPE SHALL BE SERVICE WEIGHT CAST IRON. TRAPS ON THREADED PIPE SHALL BE CAST IRON DRA.!NAGE PATTERN TYPE. TRAPS ON COPPER PIPE SHALL BE CAST BRONZE. ALL TRAPS ACCESSIBLE SHALL HAVE GLEAN OUT PLUGS. 2.03 GLEANOUT5 A. GLEANOUT5 LOCATED IN FLOOR SHALL BESET BELOW FLOOR SLAB AND BE COVERED WITH A SEPARATE SCREW FASTENED PLATE AND FRAME SET FLUSH WITH FIN15HED FLOOR SLAB; PLATE AND FRAME SHALL HAVE NICKEL BRONZE FINISH WITH 5GORIATED TOP LIKE WADE MODEL W-1030. INSTALL GARPET RIN65 IN CARPETED AREAS. PART 3: INSTALLATION 3.01 HORIZONTAL 501L AND WASTE PIPING SHALL BE INSTALLED AT A UNIFORM GRADE AS NOTED ON PLANS OR NOT LESS THAN ALLOWABLE BY INDIANA PLUMBING CODE FOR CORRESPONDING PIPE SIZES. VENT PIPING SHALL BE GRADED TO PROVIDE VENTING OF THE PLUMBING AND TO BE FREE OF CONDENSATION. 3.02 THE UTILITY RECOMMENDS THAT A GLEANOUT 13E INSTALLED AFTER EVERY THO(2) FITTINGS OF 22.5 DEGREES OR MORE. ALL FITTINGS SHALL BE 45 DEGREES OR LESS. THE UTILITY HILL NOT PERMIT FITTINGS OF GREATER THAN 45 DEGREES. ALSO, WHEN DEEMED NEGE55ARY BY THE H5E INSPECTOR, A CLEANOUT SHALL BE INSTALLED ALL GLEANOUT5 SHALL BE THE SAME DIAMETER AS THE HORZ. BUILDING SEWER INTO HHIGH THE CLEANOUT IS CONNECTED. CLEANOUT5 SHALL BE EXTENDED TO GRADE AND GAPPED PER THE UTILITY'S REQUIREMENTS. GLEANOUT5 INSTALLED IN GRAS5 OR LANDSCAPE AREAS AND LOCATED WITHIN THREE FEET OF THE BUILDING`S EXTERIOR WALL SHALL BE INSTALLED PER CLEANOUT TYPE I OF FIGURE 1-3. GLEANOUT5 INSTALLED IN CONCRETE, ASPHALT OR OTHER HARD SURFACE SHALL BE INSTALLED PER GLEANOUT TYPE 2, HHIGH INCLUDES AN EAST JORDAN IRONHORK5 MODEL 1-755 GASING. IN ORDER TO AVOID GAP DAMAGE, THE UTILITY WILL AL50 REQUIRE THAT ALL CLEANOUTS INSTALLED GREATER THAN THREE( -3) FEET FROM THE BUILDINGS EXTERIOR WALL BE INSTALLED AS TYPE 2. UNDER NO CIRGUM5TANGE5 SHALL GLEANOUTS BE BURIED. 3.03 ALL PLUMBING VENTS SHALL BE INCREASED ONE PIPE 51ZE BEFORE PASSING THROUGH THE ROOF. EXTEND 12" MINIMUM ABOVE ROOF. VENTS THROUGH ROOF SHALL BE FLASHED AND COUNTERFLASHED WITH 4 POUND SHEET LEAD TURNO DOWN INSIDE VENT AND EXTENDING AT LEAST 18" UNDER ROOFING. ALL SEAMS SHALL BE SEALED WITH PURE LEAD. MINIMUM 51ZE OF 3" THIRD ROOF, 3.04 EACH FIXTURE AND PIECE OF EQUIPMENT REQUIRING CONNECTIONS TO THE 501L AND HASTE SYSTEM SHALL BE EQUIPPED WITH A CODE APPROVED TRAP. THE TRAP SHALL BE PLACED AS NEAR TO THE FIXTURE AS POSSIBLE AND NO FIXTURE SHALL BE DOUBLE TRAPPED, 3.05 PIPE PASSING THROUGH BUILDING HALL SHALL BE CAULKED NATER -TIGHT. 3.06 EXTEND INSIDE PIPE MATERIAL AT LEAST 5' FROM BUILDING BEFORE CHANGING TO OUTSIDE PIPE MATERIAL. 3.0-1 SOIL AND HASTE PIPING SHALL BE PLUGGED AND 5UB.EGTED TO A TEST OF MINIMUM 10 FEET HATER HEAD PRESSURE AND MAINTAINED FOR FOUR HOURS WITH NO LEAKAGE. SECTION 16004 REQUIREMENTS OF THE ELEGTRICAL CONTRACTOR PART I: GENERAL 1.01 SAMPLES A. CONTRACTOR SHALL SUBMIT SAMPLES OF ANY MATERIAL OR EQUIPMENT WHEN 50 REQUESTED BY THE ENGINEER, B. EACH SAMPLE SHALL BE LABELED TO INDICATE NAME OF PROJECT, NAME OF CONTRACTOR, MANUFACTURER, BRAND, JOB NUMBER, AND FEDERAL SPEGIFIGATION OR ASTM NUMBER WHERE REQUIRED, G. IN THE EVENT THE SAMPLE IS OF SUCH A NATURE THAT IT 15 MORE PRUDENT TO INSPECT SAME AT THE MANUFAC URER'S FACILITY OR AT AN EXISTING INSTALLATION, SUCH DISPLAY SHALL BE MADE AT NO ADDITIONAL EXPENSE TO THE OWNER OR ENGINEER. 1.02 CODES, LAWS, ORDINANGES, PERMITS, $ FEES A. ALL INSTALLATIONS SHALL GOMPL'f WITH THE LATEST EDITIONS, ISSUES OR SUPPLEMENTS OF ALL APPLIGABLE CODES, CONTRACT PRICE. THIS SHALL INC JA;OE RULES AND RE ULATION5 OF FIRE PREVENTION AND BUILDING SAFETY COUNCIL OF INDIANA, INDIANA STATE FIRE MARSHAL, ELECTRIC, SAFETY ORDERS OF THE STATE OF INDIANA; ALL FEDERAL, STATE, AND LOCAL AND t1UNICIPAL ORDINANGES. SUCH PROV151ON5, RULES, REGULATIONS AND ORDINANCES ARE TO BE CONSIDERED AS MUCH A PART OF THESE SPECIFICATIONS AS IF REPEATED HEREIN OR ATTACHED HERETO. ALL GHANGE5 OR MODIFICATIONS REQUIRED TO CONFORM TO SUGH CODES, REGULATIONS OR REQUIREMENTS MUST BE APPROVED, THE SAME AS SHOP DRAWIN66, BY THE ENGINEER. B. THE NATIONAL ELEGTRIGAL CODE SHALL BE THE MINIMUM REQUIREMENT FOR ALL ELECTRICAL INSTALLATIONS UNLESS AMENDED BY LOCAL CODES, RE6ULAT10N5, AND ORDINANAGE5 OF ALL OTHER AUTHORITIES HAVING JUR15DIGTION SHALL ALSO APPLY TO THIS CONTRACT. G. THI5 CONTRACTOR SHALL GIVE ALL NECESSARY NOTIGES, OBTAIN AND PAY FOR ALL PERMITS AND PAY ALL GOVERNMENTAL TAXES, FEES FOR STREET GUTS, AND OTHER COSTS IN CONNECTION N1TH HIS HORK, AND HE SHALL MAINTAIN AND PAY AN- SPECIAL CHARGES, OVERTIME, OR PROVIDE ANY SPECIAL PROTECTION, BARRICADES, LIGHTS, PERSONNEL AS MAY BE REQUIRED BY THE CITY AND/OR STATE IN THE PERFORMANCE OF THE CONTRACT REQUIREMENTS AS MELL AS PROVIDING THE NECESSARY EQUIPMENT TO DIG OR DRIVE OR BY MEANS DESIGNATED SO A5 TO GOMPLY HITH THE GOVERNING BODIES' PROGEDURE5, D. ALL MATERIALS FURNISHED AND ALL WORK INSTALLED SHALL COMPLY WITH THE RULES AND RECOMMENDATIONS OF THE NATIONAL BOARD OF FIRE UNDERWRITERS, HITH ALL REQUIREMENTS OF THE LOCAL UTILITY COMPANIES, WITH THE RECOMMENDATIONS OF THE FIRE INSURANCE RATING ORGANIZATION HAVING JURI5DIGTION, AND WITH THE REQUIREMENTS OF ALL GOVERNMENTAL DEPARTMENTS HAVING JURISDICTION. E. THE RULES AND REGULATIONS OF THE OGCUPA-n0NAL SAFETY AND HEALTH ADMINISTRATION, DEPARTMENT OF LABOR SHALL BE CONSIDERED AS MUCH A PART OF THESE 5PEGIFICATIONS AS IF REPEATED HEREIN OR ATTAGHED HERETO. F. THE NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION "STANDARD OF INSTALLATION" SHALL BE THE MINIMUM HORKMANSHIP STANDARD G. THE ELECTRICAL CONTRACTOR, AT GOt4PLETION OF THE PROJECT, SHALL FURNISH A FINAL INSPECTION CERTIFICATE FROM THE LOCAL INSPECTING AUTHORITY. 1.03 ROYALTIES AND PATENTS A. THE CONTRACTOR SHALL PAY ALL ROYALTIES AND SHALL DEFEND ALL SUITS OR GLAIMS FOR INFRINGEMENTS. .ANY PATENT RIGHTS AND SHALL SAVE THE OWNER AND ENGINEER HARMLESS FROM LOSS ON AGGOUNT. 1.04 VISITING THE PREMISES A. THE CONTRACTORS ARE DIRECTED TO V151T THE PREMISES AND MAKE THEMSELVES THOROUGHLY FAMILIAR WITH THE GENERAL LAYOUT OF THE BUILDING 51TE AND THE LOCATION OF PRESENT LINES TO HHIGH GONNEGTION5 SHALL BE MADE. B. HE SHALL AL50 CHECK PRESENT GRADE5, DITCHES, PAVEMENTS, 5EHER5, AND/OR ALL OTHER GONDITION5 AFFEGTING THE SERVICE INSTALLATIONS CONTEMPLATED UNDER THE CONTRACT. G. 5UGH OFFSETS AS MAY BE REQUIRED TO LEAVE NEW WORK CLEAR, ETC., MUST BE INCLUDED IN THE GONTRAGTORS PROPOSAL, AND THE CONTRACTOR MUST ASSUME THE FULL RESPONSIBILITY FOR HAVING MADE A PROPER AND THOROUGH INVESTIGATION OF THESE REQUIREMENTS. 1.05 THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 48 HOURS ADVANCED NOTICE TO ARCHITECT/ENGINEER OF ANY REQUIRED TESTING. PART 2: PRODUCTS 2.01 MATERIALS A. ALL MATERIALS SHALL BE NEW AND BEAR THE MANUFAGTURER'5 NAME, TRADE NAME AND THE UL LABEL IN EVERY CASE WHERE A STANDARD HAS BEEN ESTABLISHED FOR THE MATERIAL. B. MATERIALS SHALL BE DELIVERED TO THE 51 TE AND STORED IN ORIGINAL GONTAINER5 SUITABLY SHELTERED FROM THE ELEMENTS, BUT READILY AGGE551BLE FOR INSPECTION BY THE ENGINEER UNTIL INSTALLED. ALL ITEMS SUBJECT TO MOISTURE DAMAGE SHALL BE STORED IN DRY, HEATED SPAGE5. G. MATERIALS OF THE SAME GENERAL TYPE SHALL BE OF THE SAME MAKE THROUGHOUT THE HORK TO PROVIDE UNIFORM APPEARANCE, OPERATION AND MAINTENANCE. 2.02 PROTECTION OF PROPERTY, MATERIALS, AND WORK A. TH15 CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL PROPERTIES OF HHATEVER DESCRIPTION LYING WITHIN THE SCOPE OF THE PROJECT FROM DAMAGE RESULTING FROM, OR INCIDENTAL TO, THE PROSECUTION OF THIS GONTRAGT. LIKEWISE, THI5 CONTRACTOR SHALL BE OBLIGED TO PAY FOR ALL SUCH DAMAGE OR AS MAY BE CAUSED BY THE NEGE55ARY REMOVAL OF EXISTING OB5TRUGTIONS HHIGH MAY OCCUR DURING THE PROGRESS OF THE HORK. B. ALL PIPE ENDS, AND PARTS OF EQUIPMENT LEFT UNCOVERED SHALL BE GAPPED, PLUGGED, OR OTHERJN15E PROPERLY PROTECTED TO PREVENT DAMAGE OR THE INTRUSION OF FOREIGN MATTER. G. DAMAGE OR DEFECTS DEVELOPING BEFORE ACCEPTANCE OF THE HORK SHALL BE MADE GOOD AT THE CONTRACTORS EXPENSE. D. MANUFAGTURER'5 DIRECTIONS SHALL BE FOLLOWED COMPLETELY IN THE DELIVERY, STORAGE, PROTECTION, AND INSTALLATION OF ALL EQUIPMENT AND MATERIALS. E. MATERIALS STORED SHALL BE DISTRIBUTED TO AVOID OVERLOADING OF THE STRUCTURAL FRAME, AND SHALL NEVER BE CONCENTRATED IN SUCH A MANNER AS TO EXCEED THE EQUIVALENT OF FIFTY (50) POUNDS PER SQUARE FOOT UNIFORMLY DISTRIBUTED LOADING. F. STORED MATERIALS SHALL BE MOVED AT THE CONTRACTORS EXPENSE IF THEY INTERFERE WITH THE PROORE55 OF THE WORK, PART 3: INSTALLATION 3.01 ALTERNATE EQUIPMENT A. CONTRACTORS ARE HEREBY ADVISED THAT ALTERNATE LIGHTING FIXTURE PACKAGES, OTHER THAN THOSE SPEGIFIED ON GONTRAGT DOCUMENTS, MAY BE BID. NOTICE IS HEREBY GIVEN THAT SHOULD ANY FIXTURE SUBMITTED AS SHOP DRAHIN65, BE REJECTED AS NOT EQUAL IN PERFORMANCE, APPEARANCE, ETC., THE CONTRACTOR HILL BE REQUIRED TO PROVIDE THE EXACT FIXTURE AS SPECIFIED IN THE CONTRACT DOCUMENTS. B. WHERE EQUIPMENT REQUIRING DIFFERENT ARRANGEMENT OR GONNEGTIONS FROM THOSE 5HOHN 15 APPROVED, IT SHALL BE THE RESPONSIBILITY OF THE GONTRAGTOR TO INSTALL THE EQUIPMENT TO OPERATE PROPERLY AND IN HARMONY WITH ALL TRADES WITH THE INTENT OF THE DRAAINGS AND SPECIFICATIONS. G. IF THE PROPOSED INSTALLATION 15 APPROVED, THE CONTRACTOR SHALL MAKE ALL INCIDENTAL GHAN6E5 IN PIPING, DUGTHORK, SUPPORTS, INSULATION, HIRING, HEATERS, PANELBOARDS, ETG. HE SHALL PROVIDE ALL ADDITIONAL MOTORS, CONTROLLERS, VALVES, FITTINGS, AND OTHER ADDITIONAL EQUIPMENT AND LABOR REQUIRED FOR THE PROPER INSTALLATION AND OPERATION OF THE SYSTEM RESULTING FROM THE SELECTION OF ALTERNATE EQUIPMENT, INGLUDING ALL REQUIRED CHANGE -5 IN AFFECTED TRADES. D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER LOCATION OF ROUGHING IN AND CONNECTIONS BY OTHER TRADES. ALL GHAN6E5 SHALL BE MADE AT NO INCREASE IN THE CONTRACT AMOUNT OR ADDITIONAL C05T TO THE OTHER TRADES. 3.02 CONTRACTOR RESPONSIBILITIES A. EXPEDITE WORK OF INSTALLING MAIN SERVICE AND OTHER WORK NEGE55ARY SO THAT THE HEATING SYSTEM MAY BE OPERATED WHEN REQUIRED AS DIRECTED BY THE OWNER. B. THE E.G. SHALL STUDY ALL ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING DRAWINGS, SHOP DRAWINGS, CATALOG GUTS, ETC., TO DETERMINE HOW EQUIPMENT, FIXTURES, PIPING, DUGTWORK, ETC., ARE TO BE SUPPORTED, FIT THE SPACE AVAILABLE WITH PROPER AGGE55 MOUNTED OR SUSPENDED AND SHALL PROVIDE EXTRA STEEL BOLTS, BEAMS, INSERTS, PIPE 5TAND5, BRAGKET5 AND ACCESSORIES FOR PROPER SUPPORT WHETHER OR NOT SHOWN ON DRAWINGS. 3.03 GUTTING AND PATGHING A. THE E.G. 5HALL BE RESPONSIBLE FOR ALL GUTTING, FITTING, OR PATGHING OF HIS WORK HHIGH MAY BE REQUIRED TO MAKE I T5 5EVERAL PARTS COME TOGETHER PROPERLY AND FIT IT TO RECEIVE OR BE RECEIVED BY WORK OF OTHER GONTRAGTOR5. B. PATCHING OF ALL OPENINGS FOR NEW INSTALLATIONS AND ALL OPENINGS RESULTING FROM THE REMOVAL OR RELOCATION OF ANY INSTALLATION OF EQUIPMENT SHALL BE DONE WITH MATERIALS OF LIKE TYPE ADJOINING OPENINGS AND AS APPROVED BY THE ARCHITECT. 3.04 EXGAVATION ADN BACKFILL A. THE E.G. SHALL BE RESPONSIBLE FOR ALL EXCAVATION (INGLUDING SAFETY BRAGING, ETC.) AND BAGKFILLING REQUIRED FOR THE INSTALLATION OF HIS WORK. B. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO 51DEHALK5, PAVING, DRIVES, LAHN, TOPSOIL, ETC., CAUSED BY THE EXECUTION OF THI5 CONTRACT. DAMAGED ITEMS SHALL BE REPAIRED OR RESTORED TO ORIGINAL CONDITION. 3.05 OPERATION AND MAINTENANCE MANUALS A. CONTRACTOR SHALL DELIVER TO ENGINEER FOUR (4) COMPLETE SETS OF MAINTENANCE AND OPERATING INSTRUCTIONS PERTAINING TO HI5 EQUIPMENT. IN THE REAR OF THESE BOOKS, HE SHALL INGLUDE A COMPLETE COPY OF ALL SHOP DRAWINGS. EACH OF THE FOUR SETS 5HALL BE BOUND IN HARD COVER BOOKS AND INDEXED AS TO ITEMS. 3.06 SHOP DRAWINGS A. THIS CONTRACTOR SHALL 50BMIT TO ENGINEER FOR APPROVAL ELEGTRIGAL ITEMS INTENDED TO BE USED ON PROJECT; SEE 5GHEDULE IN SECTION 16005. M E Ce H - /E L F 0 3.07 EAGH CONTRACTOR SHALL MAINTAIN A SET OF DRAWINGS IN H15 JOB SITE OFFICE OR SHED, ON HHIGH HE SHALL RECORD LOCATIONS OF ALL WORK INSTALLED. ALL WORK ADDED OR REVISED SHALL BE RECORDED. DRAWINGS SHALL BE USED EXCLUSIVELY FOR THIS PURPOSE AND KEPT UP-TO-DATE WITH PROGRESS OF WORK, AT THE COMPLETION OF THE PROJECT EACH CONTRACTOR SHALL FURNISH TO THE ENGINEER A GOMPLETE SET OF "A5 BUILT" DRAWINGS ON REPRODUCIBLE "MYLAR". MYLAR TO BE PROVIDED BY CONTRACTOR. SECTION 16040 PAINTING, LABELING AND IDENTIFICATION PART I: GENERAL 1.01 DESCRIPTION A. LABELING AND IDENTIFICATION OF ELEGTRIGAL WORK SHALL BE FURNISHED AND INSTALLED COMPLETE A55HOHN ON DRAAIN65 AND SPECIFIED HEREIN. B. FIELD PAINTING OF ELECTRICAL WORK 15 IN THIS C.ONTRAGT, INCLUDING REPAINTING OF FACTORY FINISHES WHERE REQUIRED. G. ITEMS TO BE LABELED BUT NOT LIMITED TO THE FOLLOWING: ALL PANELS SHALL BE IDENTIFIED AS 5HO114N ON PLANS. EQUIPMENT D15GONNEGT 5WITGHE5 SHALL BE LABELED. ALL EQUIPMENT SHALL HAVE TAG IDENTIFYING SAME. ALL COVER PLATE BAGK5 TO HAVE CIRCUIT NUMBERS. ALL GIRGUITS IN PANELS. ALL WIRING WITHIN PANELS SHALL HAVE NUMBER TAGS. PART 2: PRODUCTS 2,01 MATERIALS A. BRADY IDENTIFICATION SYSTEM. B. NAME PLATES SHALL BE WHITE GORE BLACK LAMINATED PLASTIC HAVING ENGRAVED LETTERS. LETTER SIZE AND NOMENCLATURE SHALL BE AS DIRECTED BY ENGINEER. PART 3: INSTALLATION 3.01 EXECUTION A. WHEN ALL TRADES HAVE COMPLETED THEIR WORK IN ANY GIVEN AREA, ALL FACTOR'( PRIME PAINTED SURFAGES THAT HAVE BEEN MARRED OR DEFAGED SHALL BE TOUCHED UP AND THE ENTIRE WORK SHALL BE RESTORED FREE FROM BLEMISHES. B. PROTECT ADJACENT WORK AND MATERIALS BY SUITABLE GOVERING DURING PRO6RES5 OF WORK. REMOVE ALL 5PLATTERIN675 FROM FLOORS, (5LA55 AND OTHER 5URFAGE5. LEAVE WORK IN A GLEAN, ORDERLY, ACCEPTABLE CONDITION. G. ALL FACTORY FINISHED EQUIPMENT THAT HAS BEEN DAMAGED SHALL BE REPAINTED IN ITS ENTIRETY AND NOT MERELY "TOUGHED UP". SUCH STEEL OR IRON 50RFAGE5 SHALL BE PAINTED TWO GOATS OF LEAD AND OIL SEMI -GLOSS ENAMEL OVER PRIME GOAT IN COLOR TO MATCH ORIGINAL. THE ENGINEER SHALL HAVE THE FINAL DECISION ON ANY DAMAGED EQUIPMENT WHETHER IT SHOULD BE REPLACED OR REPAIRED. SECTION 16103 EQUIPMENT GONNEGTION5 PART I: GENERAL 1.01 EQUIPMENT STARTERS D15CONNEGT 5WITGHE5 PART 2. PRODUCTS 2.01 STARTERS A. MOTOR STARTERS FURN15HED BY ELECTRICAL GONTRAGTOR ON THI5 PROJECT SHALL BE OF A TYPE AS GALLED FOR IN OTHER SECTIONS OF THESE SPECIFICATIONS. 2.02 EQUIPMENT 0156ONNEGT 5WITGHE5 A. D15GONNECT 5WITGHE5 SHALL BE FURNISHED AND INSTALLED BY THE ELEGTRIGAL CONTRACTOR FOR ALL EQUIPMENT NOT FURNISHED WITH INTEGRAL 015GONNEGTS. PART 3: INSTALLATION 3.01 PROCEDURE A. THE E.G. SHALL FURNISH AND INSTALL ALL NECESSARY CONDUIT, WIRE, OUTLETS, DISCONNECT 5WITGHE5, STARTERS, RELAYS, AND OTHER ACCE55ORIE5 TO HIRE -IN COMPLETELY ALL MECHANICAL EQUIPMENT OPERATING ELECTRICALLY. THE WIRING -IN OF ALL THERMOSTATS, CONTROL SYSTEMS AND INTERLOCKING OF A550GIATED EQUIPMENT SHALL BE A PART OF THE ELECTRICAL CONTRACT. B. THE E.G. 5HALL FURNISH AND INSTALL ALL 5TARTER5 AND GONTROL5 AS SHOWN ON THE DRAWINGS AND/OR REQUIRED AND WIRE -IN COMPLETE UNLESS OTHERN15E NOTED ON THE DRAWINGS. G. EQUIPMENT/GONTROL WIRING DIAGRAMS SHALL BE PROVIDED TO THE E.G. BY THE MECHANICAL CONTRACTOR AND/OR OTHER RESPECTIVE CONTRACTORS FURNI5HIN6 EQUIPMENT TO BE WIRED -IN. D. ALL ROTATING EQIUPMENT AND ASSOCIATED VIBRATING BASES, ENCLOSURES, ETC., SHALL BE 150LATED FROM THE CONDUIT SYSTEM BY USE OF FLEXIBLE GONDUIT. THE LENGTH OF THE FLEXIBLE GONDUIT SHALL BE LIMITED TO 60" OR LESS. E. ON ALL MEGHANIGAL EQUIPMENT LOCATED IN FALSE GEILING SPACES, THE DISCONNECT 5WITGHE5 SHALL BE MOUNTED SEPARATE FROM THE UNITS AND GONNEGTED VIA FLEXIBLE CONDUIT. F. WHERE ITEMS OF EQUIPMENT ARE I^JEATHERPROOF, VAPORPROOF, OR SIMILAR SPECIAL GON5TRUCTION, ALL CONDUITS, BOXES, FITTINGS, ETC., EXPOSED TO THESE SAME CONDITIONS SHALL BE GOMPATIBLE IN CONSTRUCTION AND INSTALLATION WITH ITEMS OF EQUIPMENT. r z 1`--- W I � I zC4 900h co 04 V too w � � r- i DRAWING REVIEW ISSUE BUILDING AGENCY SUBMITTAL FEBRUARY 2b, 2002 CONSTRUCTION BIDASSUE REVISIONS x State Review FILE - DATE - T*t OIIb-6e4449 10-24-01 1061,14 cn EST PLAT SCALE DRAM BY: 1/8. 1-0, ow ~ W p V General Specification PRO�C'T N0. GENERAL CoONSTRUCoTION SFEOIFIOATIONS — BUILDING SHELL 5EGTION 16110 CONDUIT # RAGEWAY 5Y5TEM5 PART l: GENERAL 1.01 DESCRIPTION RIGID STEEL (HEAVY WALLED) CONDUIT INTERMEDIATE METAL CONDUIT THIN WALL CONDUIT (EMT) FLEXIBLE CONDUIT NON-METALLIG GONDUIT PART 2: PRODUCTS 2.01 RIGID STEEL CONDUIT (HEAVY WALL) A. RIGID STEEL CONDUITS SHALL BE INSTALLED IN THE FOLLOWING LO(: ATIONS UNLE55 HEAVY WALLED RIGID PLA5TIG CONDUIT 15 INSTALLED AS PER PARAGRAPH 2.04 OF TH15 SECTION: I. SERVICE ENTRY r".ONDUIT5 2. UNDERGROUND CONDUITS 3. CONDUITS BELOW CONCRETE ON GRADE 4. CONDUITS IN DAMP OR WET LOCATION5 5. CONDUITS IN CORROSIVE ATM05FHERE 6. CONDUITS WHERE EXPOSED TO WEATHER B. GONDUIT SHALL NOT GRAGK OR SPLIT NOR SHALL THE ENAMEL OR GALVANIZING CRACK. OR FLAKE WHEN BENT AT RIGHT ANGLES TO THE SMALLEST RADIUS ALLOWED BY THE NATIONAL ELEGTRIGAL CODE. G. IN AREAS HEHRE CONDUITS ARE USED UNDER CONCRETE 5LAB5 ON GRADE, NO 51ZE SMALLER THAN I" TRADE 51ZE SHALL BE ALLOWED. CONDUITS SHALL NOT GROSS OR OVERLAY ONE ANOTHER IN THE SLAB. IN AREAS WHERE CONDUITS LARGER THAN I" ARE USED, THE CONDUIT SHALL BE INSTALLED IN A GRANULAR FILL BELON THE CONCRETE SLAB. D. ALUMINUM CONDUIT SHALL NOT BE BURIED IN CONCRETE. E. CONDUITS INSTALLED EXP05ED ON THE SURFACE IN DAMP OR WET LOCATIONS SHALL BE PROVIDED WITH CLAMP BACKS UNDER EACH CONDUIT CLAMP TO PREVENT ACCUMULATION OF M015TURE AROUND THE CONDUIT. F. WHERE RIGID STEEL CONDUIT 15 RUN UNDERGROUND THEY SHALL BE IN GORRO51ON RESISTANT STEEL CONDUIT, ALUMINUM CONDUIT AND/OR GORRO510N RE515TANT NON-FERROUS ALLOY RIGID CONDUIT AND SHALL- BE COATED WITH ASPHALT PAINT OR EPDXY COATED. ALUMINUM CONDUIT, WHEN BURIED IN SOIL, SHALL BE COATED WITH BITUMINOUS OR ASPHALT BA5E PAINT. ALUMINUM CONDUIT SHALL NOT BE USED IN OR UNDER CINDER FILL. G. UNDERGROUND CONDUIT RUNS SHALL BE INSTALLED AT LEAST 30" BELOW GRADE. UNDERGROUND CONDUIT INSTALLED UNDER PAVEMENT (PARKING LOT) SHALL BE BAGKFILLED KITH GRANULAR FILL TO A POINT 5 FEET BEYOND PAVEMENT. H. UNDERGROUND CONDUITS UNDER DRIVES AND/OR HEAVY TRAFFIC AREAS SHALL AL50 BE ENCASED WITH 5" ENVELOPE OF GONGRETE. 2.02 THIN WALL CONDUIT (EMT) A. EMT OR THINAALL CONDUIT JOINTS SHALL BE GUT SQUARE REAMED SMOOTH TO REMOVE BURRS AND CONNECTED WITH APPROVED TYPE GOUPL I NG, CONNEGTOR5 AND FITTINGS 5PEG I F I GALLY DE516NED AND MANUFACTURED FOR THE PURPOSE. B. THIN WALL GONDUIT MAY BE USED FOR ALL BRANCH GIRGUIT LIGHTING AND AUXILIARY POWER GONGEALED ABOVE CEILING, EXP05ED WHERE MECHANICAL INJURY 15 NOT A PROBLEM, BURIED WITHIN CONCRETE AND IN VERTICAL WALLS ABOVE GRADE. THE CONDUIT SHALL BE UL APPROVED ELEGTRIGAL METAL TUBING WITH CONCRETE TIGHT TONIC OR APPROVED THREADLESS FITTINGS. THIN NALL CONDUIT SHALL NOT BE USED OVER 2" TRADE SIZE. G. THIN WALL CONDUIT SHALL NOT BE USED UNDER CONCRETE 5LAB5 ON GRADE. 2.03 FLEXIBLE CONDUIT A. FLEXIBLE CONDUIT SHALL BE RUN AT EACH MOTOR, TRANSFORMER, OR OTHER MECHANICAL ROTATING OR VIBRATING DEVICE REQUIRING 50HE MOVEMENT. THE USE OF FLEXIBLE CONDUIT SHALL BE LIMITED TO 60" OR LE55. B. WHERE MOTORS ARE MOUNTED ON 5L i D I NG BASES, THE FLEXIBLE GONNEGTION5 SHALL BE OF 5UFFIGIENT LENGTH (MINIMUM 12") TO ALLOW FULL TRAVEL OF MOTOR ON BASE. G. FLEXIBLE CONDUIT SHALL BE USED FOR GONNEGTION OF CONTROL EQUIPMENT REQUIRING PIPING, SUCH AS 50LENOID VALVES, PRE55ORE CONTROLS, AQUA5TAT5, PNEUMATIC-ELEGTRlG RELAYS, ETC. D. IN M015T LOGATION5 OR EXP05ED TO HEATHER, THE FLEXIBLE CONDUIT SHALL HAVE NEOPRENE JACKET, OR AS APPROVED BY THE ENGINEER. FLEXIBLE GONDUIT SHALL BE 5EALTIGHT, OR APPROVED EQUAL. E. AT ALL LOCATIONS WHERE FLEXIBLE GONDUIT 15 USED, A GROUND WIRE (BARE OR WITH GREEN INSULATION) SHALL BE INSTALLED IN THE FLEXIBLE CONDUIT AND TEMRINATED AT BOTH ENDS WITH APPROVED GROUNDING METHODS TO A55URE ELECTRICAL CONTINUITY THROUGH THE FLEXIBLE CONDUIT. THE SIZE OF THE GROUNDING CONDUCTOR SHALL BE IN AGGORDANGE HITH THE TABLE 250-14 OF THE NEG. F. ALL EXGE5S FLEXIBLE CONDUIT SHALL BE SUPPORTED SUCH THAT IT DOES NOT LAY ON GEILIN65, EQUIPMENT, ETG. 2.04 NON-METALLIC PLASTIC GONDUIT A. NON-METALLIG PLASTIC CONDUIT MAY BE INSTALLED IN THE FOLLOWING AREAS: I. SERVICE ENTRANCE BELOW GRADE. 2. UNDERGROUND, BELOW SLABS, PAVED AREAS, BACKFILL TO BE GRANULAR. 3. WHEN UNDER DRIVES, OR HEAVY TRAFFIC AREAS, ENCASE IN 5" ENVELOPE OF GONGRETE. 4. INSTALL WITH GROUND WIRE. B. NON-METALLIG PLASTIC MAY BE INSTALLED IN HEAVY CORROSION AREAS, 1.E; UNDERGROUND OR ANIMAL HOLDING AREAS. PART 3: INSTALLATION 3.01 CONDUIT INSTALLATION A. METALLIC CONDUIT SYSTEM SHALL BE INSTALLED FOR THE CONNECTIONS OF ALL OUTLET BOXES, JUNCTION BOXES, PANELBOARD5, GABINET5, 015GONNEGT 5WITGHE5, MOTOR STARTERS, TRANSFORMERS, LIGHT FIXTURES, AUXILIARY SYSTEMS, ELECTRIGALLY OPERATED EQUIPMENT, ETG., A5 INDICATED ON THE DRANIN65 AND HEREIN SPECIFIED. B. INSTALLATION OF METALLIG CONDUIT SHALL BE DONE EXPERTLY TO PROVIDE A FIRM MECHANICAL ASSEMBLY AND ELEGTRIGAL GONDUCTI V I TY. G. ALL GONDUIT SHALL BE RUN GONGEALED CONTINUOUS FROM OUTLET TO OUTLET, FROM OUTLET TO GABINET5, PULL OR JUNCTION BOXES, ETC., WITH A MINIMUM NUMBER OF BENDS. D. THE NUMBER OF BENDS PER RUN SHALL CONFORM TO THE NATIONAL ELEGTRIGAL CODE LIMITATIONS. E. BENDS OR OFFSETS SHALL BE MADE HITH STANDARD CONDUIT ELLS, HUB TYPE, CONDUIT FITTINGS OR BY FIELD FORMING THE CONDUIT. ALL FIELD BENDS SHALL BE MADE WITH STANDARD TOOLS AND EQUIPMENT MANUFACTURED E5PE6IALLY FOR THIS PURPOSE. F. CONDUITS SHALL BE OF 51ZES NOTED ON PLANS OR REQUIRED BY THE NATIONAL ELECTRICAL CODE FOR THE NUMBER AND SIZES OF GONDUGTOR5 INDIGATED. EXCEPT AS NOTED OTHERWI5E, OR INLUDED HEREIN, THE MINIMUM SIZE SHALL BE 1/2" TRADE 51ZE CONDUIT PROVIDED THERE WILL BE SPARE CAPACITY REMAINING TO INSTALL TWO #12 TW WIRES. G. CONGEALED CONDUITS SHALL BE RUN IN A DIRECT LINE WITH LONG 5HEEP BENDS AND OFFSETS. H. GONDUIT5 INSTALLED UNDER FLOOR SLABS AND UNDERGROUND GONSTRUGTION SHALL BE FIRMLY SECURED IN PLACE BEFORE THE POURING OF THE GONGRETE SLAB OR CONDUIT ENGASEMENT5. 1, CONDUIT ENDS SHALL BE GAPPED TO PREVENT ENTRANCE OF FOREIGN MATERIALS DURING CONSTRUCTION. J. EXPOSED CONDUIT SHALL BE RUN PARALLEL TO AND AT RIGHT ANGLES TO BUILDING LINES. K. WHERE OUTLETS ARE SPECIFICALLY CALLED TO BE EXP05ED ON WALLS, 5UGH OUTLETS SHALL BE FED VERTICALLY FROM THE CONDUIT INSTALLED IN THE CEILING SPACE. IF ANOTHER OUTLET 15 TO BE FED FROM TH15 CONDUIT FEED, A JUNCTION OR PULL BOX SHALL BE INSTALLED IN CEILING 5PAGE AND A SINGLE CONDUIT SHALL BE FED DOWN TO THE EXP05ED OUTLET. L. CONDUIT SHALL BE 5EG (RELY FASTENED IN PLACE ON NOT MORE THAN 8' INTERVALS BY USE OF APPROVED SUPPORTING DEVICES. M. ALL CONDUIT AND OUTLET SUPPORTING DEVICES SHALL BE A TRADE PRODUGT MANUFACTURED AND DESIGNED FOR THE 5PEGIFIG APPLICATION SUCH AS GADDY GLIP5, RODS, CLAMPS, STRAPS, UNI5TRUT, ETG. WIRE ADN BENT -NAIL TYPE INSTALLATIONS SHALL NOT BE AN AGGEPTABLE METHOD FOR SUPPORTING CONDUIT AND OUTLET. N. EACH CONDUIT SYSTEM SHALL BE INSTALLED COMPLETE BEFORE GONDUGTOR5 ARE PULLED IN. 0. WHERE FIELD CONDITIONS REQUIRE INDICATED CONGEALED CONDUIT TO BE RUN EXPOSED, APPROVAL OF THE ENGINEER MUST BE 5EGURED BEFORE INSTALLATION. NO GHANNELIN6 OR GUTTING OF FACE OF BLOCK TYPE WALLS WILL BE PERMITTED FOR THE INSTALLATION OF CONDUITS. P. AREAS WHERE IT IS OBVIOUSLY NECEE5 Y FOR GONDUIT5 AND DUGTNORK TO OGCUPY THE SAME AREA, TH15 CONTRACTOR SHALL COORDINATE HIS CONDUIT AND OUTLET INSTALLATION WITH THAT OF THE MEGHANIGAL GONTRAGTOR. 5EGTION 16121 WIRING DEVIGE5 PART I: GENERAL 1.01 DESCRIPTION 5PEGIAL OUTLETS PART 2: PRODUCTS 2.01 SPECIAL OUTLETS A. SINGLE PHASE 30 TO 50 AMPERE OUTLETS AND 20 TO 50 AMPERE 3 PHASE OUTLETS AS NOTED ON SYMBOL LEGEND OR ON THE PLANS SHALL BE DETAILED BY A SPECIFIC TYPE OR NUMBER. NEHRE 2 OR 3 PHASE GONNEGTION5 ARE 5HONN TO AN OUTLET LOCATION THE OUTLET SHALL MATCH THE CAPACITY OF THE CIRCUIT. IF NO NUMBER OF SPECIFIC DEVICE 15 SHOWN, THE GONTRAGTOR SHALL NOTIFY THE ENGINEER FOR A DECISION. PART 3: INSTALLATION A. OUTLET LOCATIONS ARE 5HONN ON THE PLANS FOR THE VARIOUS SYSTEMS, AND SHALL BE INSTALLED APPROXIMATELY AS SHOWN ON THE PLANS. THE ENGINEER RESERVES THE RICaHT TO CHANGE THE LOCATION OF ANY OUTLET 3'-0" IN ANY DIRECTION WITHOUT EXTRA COST TO THE OWNER, PROVIDING THE GHANGE 15 15SUED PRIOR TO THE INSTALLATION OF THE OUTLET. B. THIS CONTRACTOR SHALL CONSULT THE ARGHIT-EGTURAL DRANIN67 DETAILS, ELEVATIONS, 5EGTIONS ETG. !N ORDER TO 5EGURE FULL KNONLEDGE AND INTENT OF THE DRAWINGS, AND OBTAIN INSTRUCTIONS FOR HEIGHTS. G. THIS CONTRACTOR SHALL VERIFY THE LOGATION OF HALL PARTITIONS AND THICKNESS FROM ARGHITEGTURAL PLANS, AND EXERG15E EVERY PRECAUTION TO AVOID CONFLICT H14T OTHER OUTLETS AT SAME LOCATION ON OPPOSITE 51DE OF WALL BY MEANS OF OFFSETTING, OR AS DIREGTED. ALSO, VERIFY THE DOOR SWINGS AND OTHER CONSTRUCTION THAT WILL AFFECT IN ANY WAY THE PROPER LOCATION OF SNITGHE5 OR ,ENTERING OF OUTLETS IN PANELING, ETC. D. IN THE EVENT OF CONFLICT BEThEEN DRAWINGS REGARDING LOCATIONS OR ELECTRICAL OUTLETS, THE ELECTRIGAL CONTRACTOR SHALL NOTIFY THE ENGINEER. 5EGTION 16131 GONDUIT EITTING5, BOXES, ETG. PART I: GENERAL 1.01 DESCRIPTION CONDUIT FITTINGS, BUSHINGS, LOGKNUT5 OUTLET BOXES JUW-,TION OR PULL BOXES PART 2: PRODUCTS 2.01 CONDUIT F I TT I NGS, BUSH I NGS, LOGKNUT5 A. ALL CONDUITS WHERE THEY ENTER PANELBOARDS, PULL BOXES, OR OUTLET BOXES SHALL BE SECURED IN PLACE BY GALVANIZED LOGKNUT5 AND BUSHINGS. THE LOC4QNUT5 SHALL BE TIGHTENED A6AIN5T THE BOX WITHOUT DEFORMING THE BOX. B. BUSHINGS SHALL BE INSTALLED AT ALL CONDUIT TERMINATIONS TO FURNISH PROTECTION FOR WIRE INSULATION FROM ABRASION. G. THE USE OF SINGLE LOGKNUT5 AND MALLEABLE OR STEEL BUSHINGS SHALL BE LIMITED TO THIN WALLED CONDUIT (EMT) I" OR UNDER IN SIZE. GONDUIT5 1-1/2" AND LARGER SHALL BE EQUIPPED WITH INSULATED TYPE BUSHING AND LOCKNUT5 INSIDE AND OUTSIDE THE ENGLO5URE. D. IN HAZARDOUS LOCATIONS, 5EALING FITTIN65 SHALL BE PROPERLY INSTALLED AT ALL REQUIRED LOCATIONS IN AGGORDANGE WITH THE NATIONAL ELEGTRIGAL GORE AND LOCAL CODE REGULATIONS. 2.02 OUTLET BOXES A. OUTLET BOXES OF STANDARD PLASTIC OR GAST ALUMINUM OR OF A PATTERN ADAPTED TO THE SPECIAL REWIREMENT5 OF THE OUTLET SHALL BE INSTALLED AT GONVENIENGE OUTLETS, OR OTHER ITEMS SHOWN ON THE PLANS AND REQUIRING AN OUTLET BOX FOR TERMINATION. B. ALL BOXES SHALL HAVE MOUNTING LUGS OR EAR5 FOR COVERS. RECEPTACLE OUTLETS SHALL BE PROVIDED WIT } BOXES AND COVERS, ADAPTED TO THE SPECIAL REQUIREM91M OF Tl 1E PARTICULAR OUTLET. G. ALL BOXES SHALL BE AT LEAST 1-1/2' DEEP, M ( MUST CONFORM IN VOLUME TO NEC REQUIREMENTS. D. OUTLET BOXES FOR AIRING DEVICES IN FINISHED WALLS SHALL BE ONE PIECE STANDARD GANG TYPE OF SIZE TO AGGOMMODATE THE NWISER OF DEVICES NOTED. 2.03 JUNCTION OR PULL BOXES A. JUNCTION AND/OR PULL BOXES SHALL BE INSTALLED WHERE 5HONN ON THE PLANS OR WHERE REQUIRED TO FACILITATE GABLE PULLIN65 OR 5PLIGIN6. THIS GONTRAGTOR SHALL INSTALL METAL PULL BOXES OF A 51ZE A5 SHOWN OR HEREIN DIRECTED. ALL JUNCTION BOXES IN BRANCH GIRGUIT WIRING SHALL NOT BE SMALLER THAN 4" SQUARE BY 1-1/2" DEEP. B. PULL BOXES SHALL BE INSTALLED WHERE AGGE551BLE, BUT NOT IN CONSPICUOUS PLACES. ALL GONNEGTING GONDUIT5 SHALL BE SECURELY FASTENED TO THE BOXES. 5GREN TYPE GOVER5 SHALL BE PROVIDED FOR JUNCTION OR PULL BOXES OF A TYPE TO MATCH THE SURROUNDING HARDWARE. 2.04 RECEPTACLE ENGLO50RE5 A. ENCLOSURE WHERE REGEPTAGLE5 ARE 5HOHN ON THE 51TE PLANS SHALL BE INSTALLED OVER THE RECEPTACLES. THE REGEPTAGLE SHALL BE SECURELY ATTACHED TO THE WALL WITH ITS TOP 2" BELOW SOIL SURFACE. THE ENCLOSURE HINGED TOP SHALL BE INSTALLED EXACTLY AT 501L SURFACE LEVEL. B. DETAILED SHOP DRAWINGS OF THE ENCLOSURE SHALL BE REOUIRED. G. A QUALIFIED MANUFACTURER OF THE ENCLOSURE IS TARPENNING AND LAFOLLETTE COMPANY OF INDIANAPOLIS, INDIANA. 3.01 EXECUTION A. BOXES SHALL BE SECURELY AND RIGIDLY FASTENED TO THE SURFACE UPON HHIGH THEY ARE MOUNTED, OR 5EGURELY AND RIGIDLY EMBEDDED IN CONCRETE OR MA50NRY. B. GONDUIT5 ENTERING OR LEAVING BOXES SHALL NOT BE GONSTRUED TO MEAN SUPPORTING THE BOX. SECTION 16134 PA EL80ARD5, SWITCHBOARDS, d DISCONNECT 5WITGHE5 PART I: GENERAL 1.01 DESCRIPTION PANELBOAR05 UNDER 250 VOLTS DISCONNECT 5WITGHES FUSIBLE DISCONNECT 5WIT6HES NON -FUSIBLE FUSE PROTEGTION GONTACTOR5 MOTOR 5TARTER5 4 CONTROL CENTERS GROUND FAULT INTERRUPTERS PART 2: PRODUGT5 2.01 PANELBOARDS 120/208, 3 PHASE, 4 WIRE A. BREAKERS SHALL BE THE BOLT ON TYPE EO -B FRAME OR AS SHOWN IN PANEL SGHEDULE. BREAKERS SHALL HAVE AN INTERRUPTING CAPACITY OF NOT LE55 THAN 10,000 AMPERES SYMMETRICAL, OR AS INDICATED. MULTI -POLE BREAKERS SHALL BE RATED 240 VOLTS WHEN PHASE -TO -GROUND VOLTAGE EXCEEDS 120 VOLTS. ALL MULTI -POLE BREAKERS SHALL BE COMMON TRIP, HANDLE TIES ARE NOT ACCEPTABLE. PROVISIONS OR SPACES FOR FUTURE BREAKERS SHALL BE LOCATED AT THE BOTTOM OF THE PANEL AND BE FULLY BUSSED WITH ALL NEGE55ARY MOUNTING HARDWARE LE55 THE BREAKER. B. LOCATE NEXT TO EACH BREAKER, SPACE OR PROVISION, AN INDIVIDUAL NUMBER ENGRAVED OR DEPRESSED. NUMBERING TAPE, PAINTED NUMBERS OR USE OF MORE THAN ONE NUMBER PER BREAKER 15 UNACCEPTABLE. RIVETED TO THE TRIM PAN UNDER THE DOOR SHALL BE A METAL NAMEPLATE USING THE NAME OF THE PANEL MANUFACTURTER, THE MANUFACTURER'S SHOP ORDER NUMBER, PANEL TYPE, 5Y5TEM VOLTAGE, AND BUS AMPAG I TY. G. BUS BARS SHALL BE SUPPORTED BY 6LA55FILLED POLYESTER TYPE INSULATORS. PORCELAIN INSULATOR5 OR SUPPORTS SHALL NOT BE USED. BOLTS USED TO GONNEGT CURRENT CARRYING PARTS TOGETHER SHALL BE ACCESSIBLE FOR TIGHTENING FROM THE FRONT OF THE PANEL. D. THE PANEL BOX SHALL NOT BE LE55 THAN 20" WIDE AND FABRICATED FROM CODE GAUGE GALVANIZED OR GALVANNEALED STEEL. THE PANEL FRONT SHALL BE SURFACE OR FLUSH AS INDICATED ON THE DRAWINGS, FABRICATED FROM GOLD -ROLLED STEEL, PAINTED WITH A LIGHT GRAY BAKED ON ENAMEL. THE FRONT SHALL BE OF THE TAMPER PROOF TYPE WITH CONGEALED HINGES AND TRIM CLAMPS, FLUSH LOCK REQUIRING A MILLED KEY (ONE KEY TO BE SUPPLIED WITH EACH FRONT; ALL PANELS KEYED ALIKE). 2.02 D15GONNEGT SNITGHE5 FUSED A. THE ELECTRICAL GONTRAGTOR SHALL FURNI5H AND INSTALL DISCONNECT 5WITGHES NHERE REQUIRED BY THE NATIONAL ELECTRICAL CODE OR AS 5HONN ON THE DRAWINGS. B. SNITGHE5 SHALL BE TYPE "HD", NEMA TYPE A5 NOTED ON PLANS OR REQUIRED BY N.E.G. EXTERNALLY OPERABLE WITH INTERLOCKED COVER, FUSIBLE, AND OF THE VOLTAGE, 51ZE AND NUMBER OF POLES AS REQUIRED. G. 5NITGHE5 SHALL BE CAPABLE OF BEING LOGKED IN EITHER "OFF" OR "ON" POSITION. D. ALL FUSIBLE SNITGHE5 SHALL BE PROPERLY MARKED HITH THE TYPE AND AMPERE RATING OF THE FUSES INSTALLED IN THE SWITCH BY INSTALLING PRESSURE SENSITIVE LABELS TO THE IN51DE COVER OF THE SWITGH DOOR. E. TYPE "R" REJECTION GLIPS ARE REQUIRED IN ALL 5NITGHE5 RATED 600 AMPS OR LESS. F. ALL DISCONNECT 5WITGHES SHALL BE IDENTIFIED FOR THE EQUIPMENT IT SERVES, BY STENCILING ON FRONT COVER OF SWITCH, IN CONTRASTING COLOR LETTERS I" HIGH OR LARGER. G. SWITCHES, UNLE55 OTHERN15E NOTED, SHALL BE ITE COMPANY, 5GUARE D COMPANY, GENERAL ELECTRIC, NE5TIN6HOU6E, OR AN APPROVED EQUAL. 2.03 DISCONNECT 5NITGHE5 NON -FUSIBLE A. NON -FUSIBLE 015GONNECT 5WITGHE5 SHALL BE OF SAME TYPE AS GALLED FOR IN FUSIBLE 015GONNEGT 5NITGHE5 LE55 FUSING. 2.04 FUSE PROTEGTION A. FU5E5 SHALL BE PROVIDED BY THE ELECTRICAL GONTRAGTOR FOR ALL FUSES, HOLDERS, 5NITGHE5 AND CUTOUTS LOCATED IN SNITGHBOARDS, POWER PANELS, MOTOR CONTROLS, P15GONNECT SNITGHE5 AND ALL OTHER EQUIPMENT WHERE FUSES ARE REQUIRED. B. WHERE NOT INDICATED ON THE DRAWINGS, THE ELEGTRIGAL GONTRAGTOR SHALL BE RESPONSIBLE FOR THE PROPER SIZING OF THE FUSES IN ACCORDANCE HITH THE NATIONAL ELEGTRIGAL CODE FOR THE PROPER OPERATION OF THE EQUIPMENT PROTECTED. G. NO FUSES SHALL BE INSTALLED IN THE EQUIPMENT UNTIL THE INSTALLATION IS COMPLETE, INGLUDING TESTS AND INSPECTIONS REQUIRED PRIOR TO BEING ENERGIZED. D. FUSES SHALL BE UL LISTED TO HAVE THE INTERRUPTING CAPACITIES AS HEREIN SPEGIFIED. E. ALL FUSES SHALL BE OF THE SAME MANUFAGTURER HAVING GHARACTERI5TIC5 TO IN50RE RETENTION OF POSITIVE 5ELEGTION COORDINATION AS DESIGNED AND SHALL BE OF THE 51ZE5 5HONN ON THE DRAWINGS AND HEREIN SPECIFIED. F. FUSES SHALL BE A5 MANUFAGTURED BY BU55MAN, CHASE 5HANMUT, OR AN APPROVED EQUAL. r—LFCoo TRICoo AL G. FUSES, 601 AMPERES OR LESS, SHALL BE BOLT -ON, NEMA GLASS I, GURRENT LIMITING, CAPABLE OF INTERRUPTING 200,000 AMPERES RMS 5YMMETRIGAL. FUSES FOR SWITCHES IN THE MAIN DISTRIBUTION 5NITCHBOARD5 SHALL HAVE A MINIMUM TIME DELAY OF 45 SECONDS AT 300% RATING. H. FUSE -5, 600 AMPERES OR LESS, SHALL BE DUAL -ELEMENT WITH A MINIMUM TIME DELAY OF 10 5EGON05 AT 500% RATING AND SHALL BE CAPABLE OF INTERRUPTING 200,000 AMPERES RMS SYMMETRIGAL, UNLE55 OTHERNI5E INDICATED IN THE FUSE SCHEDULE. I. FUSE SCHEDULE SERVICE DESCRIPTION BU55MAN MAIN FUSES KRP-HI-GAP (KRP-G) MAIN FEEDERS TO MOTORS AND LOW PEAK TRANSFORMERS MAIN FEEDERS TO G/B PANELS WITH MOLDED CASE BREAKERS: 2-77/480 VOLT 120/208 VOLT A. 30 TO 150 AMPERE LOW PEAK 30-100 LOW PEAK B. 1'75 TO 600 AMPERE LIMITRON 110-600 LIMITRON BRANCH MOTOR FEEDERS FU5ETRON J. FUSES NOT 51ZE0 ON THE DRAWINGS FOR INDIVIDUAL MOTOR RUNNING PROTECTION, SHALL BE 51ZED AT 125% OF THE MOTOR NAMEPLATE RATING OR THE NEXT LARGER STANDARD 51ZE EXCEPT WHERE EXCESSIVE TEMPERATURE, 5PEGIAL MOTORS OR LOADS REQUIRE LARGER FUSE 51ZE5 TO BE APPROVED BY THE ENGINEER. TYPE "R" FUSE REJECTION CLIPS SHALL BE USED EVERYWHERE FU51N6 GALLED FOR IS 600 AMPERES OR LESS. K. THE ELECTRICAL GONTRACTOR SHALL PROVIDE THREE (3) SPARE FUSES OF EACH SIZE AND TYPE OF FUSE RATED AT MORE THAN 100 AMPERES AND A STANDARD CARTON OF SPARE FUSES RATED 0 THROUGH 100 AMPERES, L. THE ELECTRICAL CONTRACTOR SHALL PROVIDE THREE (3) SPARE FUSES OF EACH SIZE AND TYPE OF FUSE RATED AT MORE THAN 600 AMPERES. M. THE ELECTRICAL CONTRACTOR SHALL PROVIDE A METAL CABINET SUITABLE FOR STOCKING OF ALL THE REQUIRED SPARE FUSES. THE CABINET SHALL BE EQUIPPED WITH SHELVES, HINGED DOOR, AND SHALL BE IDENTIFIED AS "SPARE FUSE5" AND LOCATED IN THE SAME ROOM AS THE MAIN DISTRIBUTION PANEL 15 LOCATED. 2.05 CONTACTORS A. THE ELECTRICAL CONTRACTOR SHALL FURNI5H AND INSTALL LIGHTING GONTACTORS FOR GONTROLLING VARIOUS TYPES OF LIGHTING A5 5HONN ON THE DRAWINGS, AND HEREIN 5PEGIFIED. B. THE LIGHTING GONTAGTOR5 SHALL BE RATED IN AMPERES, VOLTAGE, NUMBER OF POLES, AND CONTROL AS INDIGATED ON THE DRAWINGS. G. THE CONTACTORS SHALL BE ELEGTRIGALLY OPERATED, MECHANICALLY HELD CONTACTORS. D. THE CONTACTORS SHALL BE UL LISTED AND SUITABLE FOR 130TH TUNGSTEN AND BALLAST LIGHTING LOADS. E. GONTAGTORS CONTROLLED BY PHOTO -CELL AND/OR TIME GLOGK SHALL BE DESIGNED TO OPERATE ON A TWO WIRE CONTROL CIRCUIT, UNLESS OTHERWISE NOTED. F. CONTACTORS SHALL BE INSTALLED IN A NEMA I ENCLOSURE. WHERE MORE THAN ONE CONTACTOR 15 LOCATED IN THE SAME ROOM, THE GONTACTOR5 SHALL BE MOUNTED IN A CABINET. G. GONTAGTOR5 SHALL BE AS MANUFACTURED BY ITE COMPANY, SQUARE "D OR AN APPROVED EQUAL. H. THE CONTAGTOR CABINET SHALL BE OF SUFFICIENT SIZE TO HOUSE THE GONTAGTOR5 AND TIME CLOCKS AS REQUIRED. FABRICATED FROM CODE GAGE GALVANIZED OF GALVANNEALED STEEL. SHALL HAVE HINGED TYPE DOOR(S). SHALL HAVE FLUSH TYPE KEYED LOCK. SHALL HAVE GORROSION RES15TANT METALIZED PRIMER ON ALL SURFAGE5. INTERIOR FINISH SHALL BE WHITE ENAMEL. EXTERIOR FINISH SHALL BE LIGHT BLUE/GRAY ENAMEL. 2.06 GROUND FAULT INTERRUPTER A. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL A GROUND FAULT INTERRUPTER FOR THE CONVENIENCE OUTLETS USED DURING GONSTRUGTION IN ACGORDANGE WITH THE NATIONAL ELECTRICAL CODE. THE CIRCUIT INTERRUPTER LON-FAULT SENSITIVITY RATING SHALL BE 5 MIH TAMP WITH A MAXIMUM TRIP TIME OF .025 5EGOND5. THE GROUND FAULT INTERRUPTER SHALL BE RATED FOR 15 OR 20 AMPERE, 120 VOLT, 60 HERTZ OPERATION AND SHALL BE UL LISTED. THE INTERRUPTER SHALL BE AS MANUFACTURED BY HUBBELL POI^ER SYSTEMS, A.B. GRANGE GO.; PA55 8 SEYMOUR OR AN APPROVED EQUAL. PART 3: INSTALLATION 3.01 EXECUTION A. ALL PANELS, D15GONNEGT 5WITGHES, 5TARTER5, ETG., UNLESS OTHERHI5E NOTED, SHALL BE INSTALLED HITH TOP OF PANEL AT 6-6" ABOVE FLOOR. B. EACH ITEM OF EOUIPMENT SHALL BE CLEARLY MARKED AS TO WHAT THE SPECIFIC ITEMS IT 15 PROTECTING. G. ALL PANELS SHALL HAVE TYPENRITTEN BRANCH CIRCUIT IDENTIFICATION. D. ALL PANELBOAR05 REGE55ED INTO HALLS SHALL HAVE BLANK CONDUITS STUBBED OUT OF THE PANEL AND TURNED INTO SPACE ABOVE CEILING 6" AND CAPPED FOR FUTURE USE. PANELS 100 AMP MAIN LUGS OR BREAKERS UNLESS SPEGIFIGALL`Y CALLED OUT OTHERWISE ON PLANS SHALL HAVE A I" BLANK CONDUIT. PANELS 200 AMP MAIN LUGS OR BREAKERS UNLE55 OTHERWISE GALLED OUT ON PLANS SHALL HAVE 2-1" CONDUITS STUBBED OUT FOR FUTURE USE. No. -' i�4RIg4001Z4� 5TATE Of DRAWING REVIEW ISSUE M R BUILDING AGENCY SUBMITTAL f E BRUARY 2h, 2002 CONSTRUCTION BID/ISSUE REVISIONS R K F State Review F E - DATE - TIK 010-695d" 10-2401 106&03 am EST PLOT SCALE DRAWS BY, VG - 11-0' _ P55 General Specifications PROAW MO. 010 J .i 0. GENERAL CoONSTRUC,710N SFEColFlCeATIONS — BUILDING SHELL z 5EGTION 16450 5Y5TEM GROUNDING PART I: GENERAL 1.01 DESCRIPTION SERVICE &ROUND BUILDING 6ROUND EQUIPMENT GROUND SEPARATE 5Y5TEM GROUNDS LIGHTNIN& PROTECTION PAD MOUNTED GROUNDING PART 2: PRODUCTS 2.01 SERVICE GROUND A. THE ELECTRICAL CONTRACTOR SHALL PROVIDE &ROUNDING OF THE ELECTRICAL SYSTEMS IN ACCORDANCE WITH ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE. B. THE GROUNDING AT THE SERVICE ENTRANCE EQUIPMENT SHALL BE ACCOMPLISHED BY IN5TALLING A COPPER CONDUCTOR IN CONDUIT FROM THE NEUTRAL BUS, ON THE SUPPLY 51DE OF THE SERVICE 015GONNEGTIN6 MEANS TO A I" OR LARGER GOLD HATER PIPE. THE HATER PIPE CONNECTION SHALL BE WITH A GROUND FITTIN6 THAT BONDS BOTH THE CONDUIT AND &ROUNDIN6 CONDUCTOR TO THE PIPE. G. THE &ROUND HIRE ATTACHMENT SHALL BE MADE AS CLOSE AS POSSIBLE TO THE HATER SERVIGE ENTRY ON THE STREET 51DE OF THE HATER METER. WHERE THIS IS IMPRACTICAL AS DETERMINED BY THE ENGINEER, THE E.G. SHALL FURN15H AND INSTALL A BONDIN6 JUMPER EQUIVALENT TO THE &ROUND CONDUCTOR WITH APPROVED GROUND GLAMPS AROUND THE HATER METER AND ALL UNIONS AND VALVES TO BOND T06ETHER ALL PARTS BETWEEN THE HATER SERVICE ENTRY AND THE 6ROUND HIRE ATTACHMENT. D. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL A BONDIN6 JUMPER EQUIVALENT TO THE &ROUND CONDUCTOR FROM THE NEUTRAL BUS TO THE METALLIC ENCLOSURE AND/OR GROUNDIN& BUS OF THE SERVICE 015CONNEGTIN6 MEANS. E. IN ADDITION, BUILDIN6 STEEL SHALL BE &ROUNDED IN THD PLACES NEAR SERVICE ENTRANCE. F. ALL CONNECTIONS TO GROUND CONDUCTORS SHALL BE ACCESSIBLE FOR INSPECTION AND MADE HITH APPROVED 5OLDERLESS CONNECTORS BRAZED OR BOLTED TO THE EQUIPMENT TO BE &ROUNDED. 6. THE GROUND AT TRANSFORMER PA05 AT PRIMARY 5HITGHBOARD PADS, BUILDING STEEL AT SERVICE ENTRANCE SHALL BE TIED T06ETHER HITH #2/0 COPPER GADI^ELDED. 2.02 BUILDING 6ROUND A. THE BUILDIN& STRUCTURAL STEEL SHALL BE TIED INTO THE SERVICE &ROUND AT OR NEAR THE SERVICE ENTRANCE IN THO PLACES. IN ADDITION THE 4 CORNERS OF THE BUILDIN6 SHALL BE GROUNDED HITH 3/4" X 10'-0" COPPERNELD GROUND RODS HITH APPROVED GROUND HIRE CLAMP DRIVEN 6" BELOW GRADE AT A MINIMUM DISTANCE OR 10'-0" FROM BUILDING LINE. B. THE GROUNDING CONDUCTOR SHALL BE #2/0 BARE STRANDED COPPER BURIED 12" BELOW GRADE BETWEEN GROUND ROD AND BUILDIN6. THE &ROUND CONDUCTOR CONNECTION AT THE BUILDING SHALL BE CADHELDED TO THE STEEL AT THE BASE OF THE BUILDING STEEL FRAME. PART 3: INSTALLATION 3.01 EXECUTION A. THE ENGINEER OR H15 FIELD REPRESENTATIVE SHALL BE NOTIFIED OF THE COMPLETION OF GROUNDING BEFORE COVERING OF CONDUCTORS IS ACCOMPLISHED. B. BEFORE ANY ALTERNATIVE LOCATIONS OR METHODS OF GROUNDING BE CONSIDERED, THE EN61 NEER SHALL BE NOTIFIED FOR H I S APPROVAL. 5EGTION 16480 FEEDER5, BRANGH G I RGU I T GONDUGTOR5 PART is GENERAL 1.01 DESCRIPTION FEEDER CONDUCTORS BRANCH CIRCUIT CONDUCTORS PART 2: PRODUCTS 2.01 FEEDER CONDUCTORS (600 VOLTS AND BELOH) A. ALL FEEDER GONDUGTOR5 SHALL BE THH, STRANDED. HHERE CONDUCTORS ARE IN5TALLELD IN DRY LOCATIONS, TYPE XHHH MAY BE USED IN LIEU OF THW. WHERE CONDUGTOR5 ARE EXPOSED TO THE HEATHER, TYPE RHH OR THH HITH A NEOPRENE OUTER JACKET SHALL BE USED, B. ALL HIRE AND GABLE SHALL BE NEW AND SHALL HAVE ITS SIZE, GRADE OF INSULATION AND VOLTAGE PERMANENTLY MARKED ON OUTER JACKET. G. ALL HIRE AND GABLE SHALL BE q&% GONDUGTIVITY SOFT DRAHN COPPER, UNLESS OTHERWISE NOTED OR HEREIN SPECIFIED. D. ALL CONDUCTOR SIZES 1/0 AND SMALLER SHALL BE COPPER. E. ALL MOTOR FEEDERS OR MOTOR BRANCH CIRCUITS SHALL BE COPPER. F. CONDUCTOR 51ZES AS SHOWN ON THE DRAHIN65 ARE FOR COPPER. 6. ALUMINUM CONDUCTORS ARE NOT, AND HILL NOT BE APPROVED. H. ALL WIRE AND GABLE SHALL BE RATED 600 VOLTS AND SHALL BE AS MANUFACTURED BY ANACONDA, CRESCENT, GENERAL GABLE, GENERAL ELECTRIC, HATFIELD HIRE, OR AN APPROVED EQUAL. 2.02 BRANCH G I RGU I T CONDUCTORS A. BRANCH CIRCUIT CONDUCTORS SHALL BE INSTALLED WHERE SHORN ON THE PLANS AND OF THE 51ZE AS REOUIRED, OR UNLE55 SIZE 15 5PEGIFIGALLY NOTED OR SPECIFIED. B. NO WIRE SMALLER THAN #12 SHALL BE USED FOR ANY BRANCH CIRCUIT. HHERE HIRE 51ZE5 ARE NOT 5PECIF16ALLY STATED AND THE 015TANGE FROM ANY 120 VOLT PANELBOARD TO FIRST OUTLET EXCEEDS 50', THE HIRE SHALL BE INCREASED ONE 51ZE FROM THAT ALLOWABLE UNDER THE NEG HANDBOOK TABLE #310-16 AND 17. G. BRANCH CIRCUIT CONDUCTORS UP TO AND INGLUDIN6 SIZE #10 SHALL BE TYPE TH EXCEPT THAT WIRE INSTALLED IN AREAS SUBJEGT TO ABNORMAL HEAT CONDITIONS SHALL BE THH. D. BRANCH CIRCUIT CONDUCTORS 51ZE #10 AND LARGER SHALL BE TYPE THH STRANDED COPPER CONDUCTORS. E. ALL BRANCH CIRCUIT CONDUCTORS SHALL BE 88515 CONDUCTIVITY COPPER AND SHALL BE COLOR CODED THE SAME THROUGHOUT THE ENTIRE 5YSTAM AS FOLLONS, 120/240 VOLT, 3 HIRE AND 120/208 VOLT, 4 WIRE CIRCUITS SHALL HAVE A WHITE NEUTRAL GONOUGTOR WITH THE PHASE CONDUCTORS OF A DIFFERENT COLOR, (OR COLORS) FROM THE 2'7-7/480 VOLT, 4 WIRE CIRCUIT PHASE CONDUCTORS. THE NEUTRAL CONDUCTOR OF THE 277/480 VOLT CIRCUIT SHALL BE GRAY. F. GREEN WIRE 544ALL BE USED ONLY FOR &ROUND CONDUCTORS. 6. HIRE AND GABLE SHALL BE RATED 600 VOLTS AND SHALL BE AS MANUFACTURED BY ANACONDA, CRESCENT, GENERAL GABLE, GENERAL ELECTRIC, HATFIELD HIRE, OR AN APPROVED EQUAL. PART 3: INSTALLATION 3.01 EXECUTION A. FOR ALL GABLE TERMINALS, TAPS AND SPLICES SHALL BE MADE SECURE WITH 5OLDERLE55 PRE55LRE TYPE CONNECTORS. CONNECTORS SHALL BE AS MANUFACTURED BY BULLDOG, BURNDY, O.Z., FRANKIE OR AN APPROVED EQUAL AND SHALL BE LARGE ENOUGH TO ENCLOSE ALL CONDUCTOR STRANDS. B. ALL CONNECTIONS SHALL BE SECURELY VARAPPED WITH INSULATING PLASTIC TAPE IN A MANNER APPROVED TO MAKE A SECURE AND SAFE CONNECTION. G. ALL WIRE SHALL BE RUN CONTINUOUSLY FROM OUTLET TO OUTLET OR BETWEEN FUNCTIONAL UNITS IN THE ELECTRICAL SYSTEM WITHOUT SPLICES IN INTERMEDIATE JUNCTION OR PULL BOXES. D. ALLOW 5UFFIGIENT 5LAGK IN ALL CONDUCTORS PASSING THROU& f JUNCTION OR PULL BOXES AND OUTLET BOXES AND OUTLET BOXES 50 THAT AFTER MAKING NEGE55ARY TAPS, THE CONDUCTORS CAN BE PULLED OUT OF THE BOX A DISTANCE OF NOT LE55 THAN 8", UNLESS OTHERHI5E NOTED. E. ALL WIRING TERMINATING IN LIGHT FIXTURES AND/OR RUN IN FIXTURE CHANNELS SHALL BE OF THE HEAT RE515T1 N6 TYPE OF INSULATION DE516NED FOR THIS PURPOSE. SECTION 16420 SERVIGE ENTRANCE PART I: GENERAL 1.01 DESCRIPTION PRIMARY SERVICE SERVICE CONDUCTORS METER I N6 PART 2: PRODUCTS 2.01 PRIMARY SERVICE A. ALL PRIMARY SERVICE TO THIS FACILITY INGLUDIN6 PRIMARY SWIT614IN6, UNDER61ROUND PRIMARY CONDUCTORS, AND TRANSFORMER SHALL BE FURNISHED BY THE UTILITY COMPANY. B. THE ELECTRICAL CONTRACTOR SHALL CONTACT THE UTILITY OFFICE TO COORDINATE HIS NORK HITH THEIR HORK. G. THE EXACT ROUTING OF PRIMARY SERVICE TO SERVE THIS FACILITY HAS NOT BEEN ESTABLISHED WITH THE UTILITY COMPANY. THEREFORE, IT 15 ESSENTIAL THIS ELECTRICAL CONTRACTOR CONTACT THEIR OFFICE 50 AS TO AVOID CONFLICTS OF ROUTINC75 AND 5GHEDULIN6. 2.02 SERVICE CONDUCTORS A. THE UTILITY COMPANY HILL FURNISH A METERING EQUIPMENT ENCLOSURE AND WILL FURNISH AND INSTALL ALL WIRE FROM THE SERVICE &EAR TO METERIN6 EQUIPMENT ENCLOSURE. B. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUIT AND FROM THE METERING EQUIPMENT ENCLOSURE TO THE SW I TGHBOARD. G. GOPPER CONDUCTORS ONLY MAY BE USED FOR SECONDARY SERVICE CONDUCTORS FROM TRANSFORMER TO SHITGHBOARD. 2.03 METERING A. THE METERING IS PROVIDED BY THE UTILITY COMPANY. THE ELECTRICAL GONTRAGTOR SHALL VERIFY ALL DETAILS OF THE METERING .AND COOPERATE WITH THEM ON METER LOGATION5 AND INSTALLATION DETAILS. FLEC.oTRIC,oAL - AR194001�4 = STATE" 0" ev I— W < z- �00 N CY) i� xx trs' rn N 01) w r� � Q A i i DRAWING REVIEW ISSUE F BUILDING AGENCY SUBMITTAL CONSTRUCTION BID/ISSUE REVISIONS F F State Review FILE - DATE - nW OII�Fi56 c}�j 10-24-01 60 5&% am E5T PLOT SGALE Dwaw4 BY, ve= r-0• 055 0 v to O �r Z b v j W O .. Q , { General Specifications MAI= N0. 5 HOLEY MOLEY SAYS "DON'T DIG BLIND' 'ITS THE LAW' CALL 2 MW DAYS BEFORE YOU DIG 1-800-382-5544 CALL TOLL FREE PER INDIANA STATE LAW 6-69-1991. IT LS AGAINST THE LAW TO EXCAVATE NTHOUT W07FYWG THE LINDERGROLI D LOCATION SERAM TWO (2) WORKING DAYS BEFORE CUMENCING WORK. ASSUMED NORTH SCALE: 1 "=30' 1. THE CONTRACTOR SHALL LOCATE AND VERIFY THE EXISTENCE OF ALL UTILITIES PRIOR TO STARTING MARK. 2. THE CONTRACTOR SHALL SUPPLY ALL PLANT MATERIALS IN QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING AS SHOWN ON DRAWINGS, 3. ALL MATERIAL SHALL CONFORM TO THE GUIDELINES ESTABLISHED BY THE CURRENT 'AMERICAN ASSOCIATION OF NURSERY STOCK', PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN OR EQUIVALENT. 4. NO PLANT SHALL BE PUT INTO THE GROUND BEFORE ROUGH GRADING HAS BEEN FINISHED AND APPROVED. 5. ALL PLAITS SHALL BEAR THE SAME RELATIONSHIP TO FINISHED GRADE BEFORE PLANTS WERE DUG. 6. ALL PLANTS SHALL BE BALLED AND WRAPPED OR CONTAINER GROWN AS SPECIFIED. NO CONTAINER GROWN STOCK WILL BE ACCEPTED IF IT IS ROOT BOUND. ALL ROOT WRAPPING MATERIAL MADE OF SYNTHETICS OR PLASTICS SHALL BE REMOVED AT THE TIME OF PLANTING. 7. WITH CONTAINER GROWN STOCK, THE CONTAINER SHALL BE REMOVED AND THE CONTAINER BALL SHALL BE CUT THROUGH THE SURFACE IN TWO VERTICAL LOCATIONS. & THE DAY PRIOR TO PLANTING, THE LOCATIONS OF ALL TREES AND SHRUBS SHALL BE STAKED FOR APPROVAL BY THE OWNER'S REPRESENTATIVE. 9. ALL LANDSCAPE BEDS SHALL HAVE 4" SHREDDED HARDWOOD BARK MULCH AND PRE—EMERGENT HORBICIDE APPLIED MANUFACTURE'S RECOMMEDATIONS. 10. GUARANTEE NEW PLANT MATERIAL THROUGH ONE CALENDAR YEAR FROM TIME OF PROVISIONAL ACCEPTANCE. 11. IF THERE IS A DISCREPANCY BETWEEN THE NUMBER OF PLANTS SHOWN ON THE PLANT UST, THE NUMBER OF PLANTS SHOWN ON THE PLANS WILL TAKE PRECEDENCE. 12. CONTRACTOR SHALL REPAIR ANY DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO THE OWNER. 13. ALL DISTUBED AREAS SHALL BE SEEDED AND STRAW MULCHED. FOR SEEDING SPECIFICATIONS, SEE EROSION CONTROL PLAN. PLANT SCHEDULE tV DATE: G� 0) 7H8 DRAMW AND THE AND CONCEPTS CONTANED HEREIN) ARE THE EXCLUSIVE NTELLECTUAL PROPERTY OF THE 90*M ER CORPORATION, AND ARE NOT TO K USED ORREPRODUCED. IN i THE WTITM CONKNT or THE T CORPORATON. ® COPyMwTED eY THE KNMEDER CORP.(200; Schneider THE SCHNEIDER CORPORATIOi , Historic Fort Harrison 8901 Otis Avenue Indianapolis. IN 46216-1037 Telephone: 317.82 6.7100 Fax: 317.826.7200 www.schnelaercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering W Z O U W Q DATE: COMMON NAME 071! SIZE COND. REMARKS SHEET TITLE: MORAINE SWEET GUM 23 2 112- B & B XREF: It \904\OO5\O1GS\5MSOV XREF: It \904\0os\pwcs\90MTP SKYLINE HONE YLOCUST 7 2 112' B& B SHUMARD OAK 9 2 112- B& B SERBIAN SPRUCE 18 6' B do B NORWAY SPRUCE 21 6' DACT' KALLAY PFITZER JUNIPER 20 24" NORTHERN BAYBERRY 150 30" tV DATE: G� 0) 7H8 DRAMW AND THE AND CONCEPTS CONTANED HEREIN) ARE THE EXCLUSIVE NTELLECTUAL PROPERTY OF THE 90*M ER CORPORATION, AND ARE NOT TO K USED ORREPRODUCED. IN i THE WTITM CONKNT or THE T CORPORATON. ® COPyMwTED eY THE KNMEDER CORP.(200; Schneider THE SCHNEIDER CORPORATIOi , Historic Fort Harrison 8901 Otis Avenue Indianapolis. IN 46216-1037 Telephone: 317.82 6.7100 Fax: 317.826.7200 www.schnelaercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering W Z O U W Q DATE: PROACT NO.: 06/15/V 904.005 DRA1iN IM. CHECKED SHEET TITLE: LANDSCAPING PLAN It \9O4\O05\DWGS\LIM XREF: Oozes XREF: It \904\OO5\O1GS\5MSOV XREF: It \904\0os\pwcs\90MTP SHEET NO.: