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HomeMy WebLinkAboutBuilding Plans11 K 3 n 67 19 FA N W a rn R U W W M C C a m O O rn e n m E D .E U 0 a_ RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Cannel EQUIPMENT DATA SCHEDULE PLAN MARK DESCRIPTION/LOCATION LOAD CHARACTERISTICS EQUIPMENT CONTROL PLAN MARK STARTER DISCONNECT ONTROL DEVICE FEEDER y o- J Qj Q a ¢ w m m m LL z y ? m a 2 w z y JC g ¢ x LOCATION x Ixi m r z m w&SWIFUSE�ATION W a PANEL CIRCUIT FEEDER SIZE/ RACEWAY A NOTES AHU-1 RESIDENTIAL UNITS 2 il3 120 1 - - MC MC ON UNIT EC EC TSNIT - - - (2)#12, #12G, 3/4"C 1 AHU-1 AHU-2 RESIDENTIAL UNITS 1/3 120 i - MC MC ON UNIT EC EC TSAT UNIT (2)#12,#12G, W4"C 1 AHU-2 AHU-3 RESIDENTIAL UNITS 120 1 - - MC MC ON UNIT EC EC TSNIT - - - (2) #12, #12G, 3/4" C 1 AHU-3 AHU-4 RESIDENTIAL UNITS 1/3 120i1 - - MC MC ON UNIT EC EC TS)AT (2)#12, #12G, 3/4"C 1 AHU-4 AHU-5 CORRIDOR UNITS il3 120 `. 1 - - MC MC ON UNIT EC EC TSNIT - - - (2) #12, #12G, 3/4" C 2 AHU-5 CU-1 RESIDENTIAL UNITS 118 208 1 - - MC MC ON UNIT EC EC TSNIT --(2) #10, #10G, 3W C 1 CU-1 CU-2 RESIDENTIAL UNITS 1/8 208 1 - MC MC ON UNIT EC EC TSNIT (2)#10,#10G,CU-3 RESIDENTIAL UNITS 1/6 208 1 - - MC MC - - ON UNIT EC EC TSNIT --(2)#10,#10G, 3/4"C 1 CU-3 CU-4 RESIDENTIAL UNITS 1/6 208 1 - MC MC - ON UNIT EC EC TSNIT (2)#8,#8G, 3/4"C 1,2 CU-4 CU-5 RESIDENTIAL UNITS 1/8 208 1 - - MC MC - - ON UNIT EC EC TSNIT - - - (2)#10, #10G, 3/4"C 2 CU5 EH-1 CABINET 4.4 208 1 - MC MC - - - MC MC -NIT --HP3 (2)#10,#10G, 3/4"C 3 EH1 AC-1 ROOF 208 1 - MC MC - - ON UNIT EC EC -UNIT -HP3 37,39 (2) #10, #10G, 3/4" C 2 AC-1 HP-1 ROOF - -- HP3 2 HP-1 GWHi GAS TANKLESS WAT 12036 1201 MC MC EC EC TS ATUNIT (2)#12,#12G, 3/4"C 1 GWHi GWH2 GAS TANKLESS WATER HEATER 0.052 120 1 MC MC EC EC TS ATUNIT (2)#12, #12G, 3/4"C 1 GWH2 SP-1 SUMP PUMP IN ELEVATOR PIT 1 1A3 1/5 120 1 MC I MC I I I I MC I MC - HP3 1 36 1 (2) #12, #12G, 3/4" C SP-1 ABBREVIATIONS E.C. - ELECTRICAL CONTRACTOR V.C. - VENTILATING CONTRACTOR H.C.- HEATING CONTRACTOR P.C. - PLUMBING CONTRACTOR G.C. - GENERALCONTRACTOR S.C.- SPRINKLER CONTRACTOR C.C. - CONTROL CONTRACTOR NF - NON -FUSED TS - TO G E SWITCH M.C. - MECHANICAL CONTRACTOR FS - FUSEDSWITCH MS - MANUAL MOTOR STARTER WITH OVERLOAD FVNR- FULL VOLTAGE NON -REVERSING NOTES: 1. REFER TO ENLARGED UNIT PLANS AND TYPICAL PANELBOARD SCHEDULES FOR CIRCUITS SERVING RESIDENTIAL UNIT AHU'S, CU'S AND GWH'S. 2 2. REFER TO OVERALL POWER AND SYSTEMS FLOOR PLANS AND HOUSE PANEL HP3 SCHEDULE FOR CIRCUITS SERVING CORRIDOR AHU'S AND CU'S. 3. REFER TO OVERALL POWER AND SYSTEMS FLOOR PLANS AND HOUSE PANEL HP3 SCHEDULE FOR CIRCUITS SERVING ELECTRICAL UNIT HEATERS IN COMMON SPACES. LIGHTING FIXTURE SCHEDULE mM m w W LAMPS/LIGHT ENGINE a w K vi k 3 a z w K z w u w K m f m w o MANUFACTURER 8 CATALOG NO. OTHER ACCEPTABLE MANUFACTURERS DIFFUSER MEDIA CLASSIFICATON TRIM COLOR MOUNTING SIZE (IN.) Z W w m QUANTITY ui k i m 2 Ci J z w r cdu EM--EMERGENCY N—NORMAL HAZ--HAZARDOU LB --LOW BAY Y HM--HIGH MAST W � y 2 W 2 Q J ¢ W x 7 m p z r m r 0 Z W m S--SURFACE R--RECESSED SM--STEM MTD. C--CHAIN LMMDD. UC--UNDER CAB. CS--CEIL. SURF. T--TRACK or w x 2 = 03 x F i W W o 00 i ¢ — o i a A - - - 1 N/A LED 120 12 N/A 825 PROGRESS#P8107-2830K9 LITHONIA, HALO N/A N CS 5.5 CIA .75" - B - - - 2 11 LED At 120 22 N/A N/A DESIGN HOUSE TORINO 211GHT, SATIN NICKEL WAC LIGHTING ETCHED GLASS N CS 15" 15" 7" 1 C - - - 1 11 LED At 120 11 N/A N/A 11"SATIN NICKEL, CEILING MOUNTED WAC LIGHTING ETCHED GLASS N CS 11" 12.5" 6" - D - - - 2 11 LED At 120 22 N/A N/A DESIGN HOUSE TORINO SEMI -FLUSH, SATIN NICKEL WAC LIGHTING ETCHED GLASS N CS 15" 15" 12" 1 ELU12 - - - 2 3 120 14 N/A N/A DUAL LITE#LZ25-03L EVENLITE, COMPASS N/A EM WM 13" 5" 4" - EX1 - - - 1 5 120 5 N/A N/A DUAL LITE#LEC'R'NE-M EVENLITE, COMPASS N/A EM R 14" Z5" 4" 2 EX2 - - - 1 5 120 5 N/A N/A DUAL LITE#LECDR'NE-M EVENLITE, COMPASS N/A EM R 14" Z5" 4" 2 EX3 - - - 1 5 120 5 N/A N/A DUAL LITE#LEWSR'NE-M EVENLITE, COMPASS N/A EM R 14" Z5" 4" 2 F - - - 3 7 LED 120 21 N/A N/A DESIGN HOUSE TORINO 52" FAN, SATIN NICKEL HUNTER, CASABLANCA ETCHED GLASS N SM 52" CIA 16" 3 H1 - - - 1 18 LED 120 18 N/A 1.7K LUMINIS#SQ600{1W18RI-120AKT-FS-K3-R45 WAC LIGHTING TEMPERED GLASS N WM 6" 12" 10" - H2 - - - 2 - LED 120 38 N/A 3.2K LUMINIS#SQ6024-2W18RI-120AKT-FS-2K3-R45 WAC LIGHTING TEMPERED GLASS N WM 6" 12" 10" - H3 - - - 1 N/A LED 120 12 N/A IAK LUMINIS#SQ500{1WIIRI-120AKT-FS-K3-R40 WAC LIGHTING TEMPERED GLASS N S 5" 5" 5" - H4 - - - 1 N/A LED At 120 TBD N/A TBD SINGLE LAMP WALL MOUNTED LANTERN, MFR TBD MODERN FORMS, PROGRESS TED N WM TBD TBD TBD 12 H5 - - - 1 N/A LED 120 12 N/A IAK LUMINIS#SQ520{1WIIRI-120AKT-FS-K3-R40 WAC LIGHTING TEMPERED GLASS N S 5" 5" 5" - L14 - - - 1 N/A LED 120 26 N/A 3K MERCURY LIGHTING#LSV4-3000-4OK-HTP-UNI COLUMBIA. ILP FROSTED POLYCARBONATE N CS OR 2" 48" 3" 4 P - - - 1 12 LED At 120 12 N/A N/A PRESTON BLUE GLASS PENDANT WAC LIGHTING ETCHED GLASS N SM 5.5" 5.5" 7" 5 PS2 - - - 1 19 LED 120 19 N/A N/A WAC LIGHTING #WS-6614-BN CAMMAN ETCHED GLASS N S 6" 14" 3" 6 V - - - 1 12 LED At 120 12 N/A N/A TORINO WALL SCONCE, SATIN NICKEL WAC LIGHTING ETCHED GLASS N WM 5.5" 10" 7" 1.8 W1 - - - 1 N/A LED 120 39 N/A 3.8K MERCURY LIGHTING#L455-4-3800-40K-HTA20-20-UNI-EM12 COLUMBIA, VISIONEERING FROSTED ACRYLLIC N/EM WM 7" 48" 6" 9 Z1 - - - 1 N/A LED 120 30 N/A 3K LUMINAIRE#AEL36-30W-3000K-120-277-DP-BKH-GLR-EMB310 KENALL FROSTED ACRYLLIC N/EM WM 5.4" 36" 3.6" 11 Z2 - - - 1 N/A LED 120 55 N/A 5.9K LUMINAIRE#AEL72-55W-3000K-120-277-DP-BKH-GLR-EMB310 KENALL FROSTED ACRYLLIC N/EM WM 5.4" 72" 3.6" 11 NOTES: 1. PROVIDE DIMMABLE LED A19 LAMP FOR ALL FIXTURES WITH MEDIUM BASES. LAMP SHALL BE 30000K AND HAVE A MINIMUM LIFE OF 25,000 HOURS. 2. PROVIDE EXIT SIGN WITH NUMBER OF FACES AND DIRECTIONAL ARROWS AS REQUIRED ON DRAWINGS. 3. PROVIDE CEILING FAN WITH LIGHT KIT TO MATCH TYPE B FIXTURES. PROVIDE (3) LED CANDELABRA LAMPS. LAMPS SHALL BE 3000-K AND HAVE A MINIMUM LIFE OF 25,000 HOURS. 4. MOUNT FIXTURES 8'-0" AFF. MOUNT TO CEILING OR PROVIDE CHAIN MOUNTING AS REQUIRED. 5. MOUNT BOTTOM OF FIXTURE APPROXIMATELY 36" ABOVE KITCHEN SURFACE BELOW, 6. MOUNT MIDDLE OF FIXTURE 6'-6" AFF. 7. PROVIDE COMPATIBLE RECESSED 6" HOUSING. PRESCOUTE DBXQL. 8. REFER TO ARCHITECTURAL ELEVATIONS FOR VANITY FIXTURE MOUNTING HEIGHTS. 9. MOUNT MIDDLE OF FIXTURE 8'-0" ABOVE STAIR LANDING OR FINISHED FLOOR. 10. PROVIDE REMOTE BATTERY BACKUP IN ACCESSIBLE LOCATION. 11. MOUNT FIXTURE 6"ABOVE DOOR FRAME. 12. INCLUDE ALLOWANCE OF $200 MATERIAL COSTS PER FIXTURE. FIXTURE TO BE DETERMINED. 1ktff W O U L P E R T IRCRITEETYREj N61NEERIN6l6EMATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E IND [a] N W E OL 0 U � J•� J � W U m o m 0 W CY) € 00 Q m M `o c W m cv o c L N N G€ U m .Go Q Issuances: REv DRIMMDN MTE 0 Issued For Building 3 Review 10/12/18 1 Issued For Building 3Permit 06/10/19 2 ASI #10 09/11/19 Prom. No.: 074904 Date: 08/08/18 A Sheet Name: EQUIPMENT AND LIGHT FIXTURE SCHEDULES E3=801 DATE: 10/31/19 2 I 3 I 4 s 6 7 e I 9 fi DID - 2 U a Gn m a m v rn tz m E E c U 2 � a` a , PROJECT TEAM ILA I WOOLPERT — 1203 Walnut Street, Second Floor Cincinnati, OH 45202 W O O L P E R T Tel: 513.272.8300 DES I GN I GEOSPATIAL I I NGRASTRUCTU R E Fax: 937.461.0743 www.woolpert.com LOCATION MAP v clan:.ale wnheatown C) Car el mePhe�d --PROJECT HeirZionsville SITE °iSj e Lumaven CP ® — d J/ Foreplay Rosa o woaabury al Ills MCGmtlsnik —W CD ag Ell Greek ve Pina i Jf " L rows Nest {;p `J reeasent Acres &owlnemy eockv Ripple �mence MO Mwk Spring Hill MtMt Comfort niaen / Gale Avon t-1 ON - Liain'eta Cr ramaawooa :e'velky coma Cant lce atonal 5 z IN Carmely, m rp` r E 116m st R°€ _ r ... Wettm no Gem Mlena Li Beeclt6rove Homee,olt ' � somnpon 1v/[l7I►IIII Ii■►lilrA6 so va Delmore or Fttulive Dr rc,oge,11 14 - so sa amrell or W Carmel or E Carmel Dr General shaleRna a PROJECT SITE Unrest! SaostorageDeny DumIGIm CI city sa,eegve n Mmiaal Dr aangefire Geri A 73 aa E 1161h et E 116m S1 n400 New Palestine J s R E Carmel or in a Governor square Ap.tnent. E n 6tn St ye F The Proscenium Development 1 1 1 1 I II 1 1 MI BUILDING TABULATION BUILDING 3: ISSUED FOR PERMIT JUNE 109 2019 PROJECT IMAGE sta g ,..� e i BUILDING 3 SUMMARY QUANTITIES FLOOR UNITS/FLOOR NET UNIT SF 63-A1 B3-A3 B3-B1 CORRIDOR (SF) STAIR (SF) MECH/UTILITY (SF) 1 0 - 0 0 0 - 378 52 2 11 10,517 7 1 3 1,337 378 167 3 11 10,517 7 1 3 1,337 378 167 4 11 10,517 7 1 3 1,337 378 167 TOTAL 33 31,551 21 3 9 4,011 1512 553 NAME SF UNIT# UNITTYPE UNIT DES. UNIT RESTAURANT 6,614 RETAIL 2,416 FITNESS 1,279 ENTRY 242 BOH 447 TOTAL 10,998 A3 1 BRA BH 1,155 Bl 2 BR/2 BH 1,150 Bl 2 BR/2 SH 1,210 Al 1 BR/1 BH 778 Al 1 BR/1 SH 894 Bl 2 BR/2 SH 1,193 Al 1 BR/1 SH 792 Al 1 BR/1 SH 905 Al 1 BR/1 SH 792 Al 1 BR/1 BH 824 Al 1 BR/1 BH 824 TOTAL 10,517 GENERAL NOTES A. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS IN THE FIELD PRIOR TO ORDERING OR FABRICATION OF MATERIALS OR THE BEGINNING OF CONSTRUCTION. NOTIFY ARCHITECT AND OWNER REPRESENTATIVE OF ALL DISCREPANCIES. ALL WORK REQUIRING MEASURING TO BE DONE ACCORDING TO FIGURES ON DRAWINGS. DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND DRAWINGS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT AND OWNER REPRESENTATIVE. CONTRACTOR TO SUBMIT SPECIFIC DISCREPANCY FOR ARCHITECT REVIEW, PRIOR TO COMMENCING WITH THE WORK IN QUESTION. B. ALL WORK TO CONFORM TO LOCAL CODES, ORDINANCES AND REQUIREMENTS. C. THE CONTRACTOR SHALL ARRANGE FOR THE PREMISES TO BE MAINTAINED IN AN ORDERLY MANNER, FREE OF DUST AND DEBRIS,THROUGHOUT THE COURSE OF THE WORK. PROVIDE AND MAINTAIN TEMPORARY BARRICADES AS REQUIRED TO PROTECT THE PUBLIC AND OWNERS PERSONNEL DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING STRUCTURE OR EQUIPMENT. ANY SUCH DAMAGE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. D. CONTRACTOR SHALL PROVIDE DAILY OR MORE FREQUENT GENERAL CLEAN UP IN COMPLIANCE WITH OWNER'S REQUIREMENTS OF AREAS WITHIN THE LIMITS OF CONSTRUCTION, AND FINAL CLEAN UP AT CONCLUSION OF WORK. E. CONTRACTOR TO REVIEW OTHER DRAWINGS ISSUED FOR THIS PROJECT FOR ADDITIONAL INFORMATION FROM OTHER TRADES TO COORDINATE THE REQUIRED SCOPE OF WORK. F. DO NOT SCALE FROM THE DRAWINGS. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE. THE OWNER'S REPRESENTATIVE MUST BE NOTIFIED OF ANY CONFLICTS IN DIMENSIONING. G. EXTERIOR DIMENSIONS ARE TO FACE OF BRICK VENEER OR FACE OF METAL STUD, BRICK VENEER, MASONRY OPENING, OR COLUMN CENTERLINE UNLESS OTHERWISE NOTED. INTERIOR DIMENSIONS ARE TO FACE OF EXTERIOR STUD, FACE OF MASONRY, FACE OF CONCRETE, CENTERLINE OF COLUMNS, OR FACE OF INTERIOR STUD UNLESS OTHERWISE NOTED. H. ALL MATERIALS, FIXTURES AND EQUIPMENT INDICATED IN THE CONSTRUCTION DOCUMENTS SHALL BE NEW AND AS SPECIFIED, UNLESS IDENTIFIED OTHERWISE. I. ALL NEW FINISHED AND PATCHED SURFACES SHALL BE SMOOTH, CONTINUOUSLY FREE OF IMPERFECTIONS AND IN PROPER CONDITION TO RECEIVE THE SPECIFIED FINISH. PATCHED AREAS SHALL MATCH THE ADJACENT MATERIALS CONSTRUCTION AND FINISH. J. ALL FLOORS ON EITHER SIDE OF A DOORWAY OR OPENING SHALL BE LEVEL AND HAVE MAXIMUM ELEVATION DIFFERENCE OR THRESHOLD HEIGHT OF 1/2". K. DOOR OPENINGS NOT LOCATED BY DIMENSION SHALL BE 4e FROM THE FACE OF STUD TO FACE OF STUD OF DOOR FRAME JAMB UNLESS NOTED OTHERWISE. L. DOOR SIZES, STYLES, AND SPECIFICATIONS, ROUGH OPENING SIZES AND EXACT LOCATIONS TO BE CHECKED AND VERIFIED BY THE CONTRACTOR BEFORE ORDERING AND BEFORE CONSTRUCTION BEGINS. M. ALL PENETRATIONS OF FIRE RATED FLOORS, WALLS AND CEILINGS TO BE SEALED WITH PROPER APPROVED MATERIALS TO THE FULL THICKNESS OF THE CONSTRUCTION ELEMENTS. N. FIRE STOP ALL FLOORS, WALLS AND CEILINGS AS REQUIRED BY APPLICABLE CODE. O. ALL WOOD BLOCKING IN EXTERIOR WALLS TO BE MOISTURE RESISTANT TREATED IN ACCORDANCE WITH SPECIFICATIONS. WHERE REQUIRED BY CODE, ALL WOOD BLOCKING IN INTERIOR WALLS TO BE FIRE RETARDANT TREATED IN ACCORDANCE WITH SPECIFICATIONS. P. INSTALL SEALANT AT EXTERIOR SIDE OF ALL JOINTS, SEAMS, CONNECTIONS OR OPENINGS WHICH WOULD ALLOW WATER OR AIR INFILTRATION EXCEPT AS NOTED OTH ERW ISE. SEALANT COLOR TO MATCH ARCHITECTS SAMPLE. COLOR REQUIRES ARCHITECTS APPROVAL. Q. PROVIDE FIRE EXTINGUISHER COMPLYING WITH NFPA 10 AS INDICATED ON LIFE SAFETY DRAWINGS WITH MAX TRAVEL DISTANCE OF 75'. R. MASONRY CONTROL JOINTS ARE SHOWN FOR REFERENCE ONLY, LOCATIONS OF CONTROL JOINTS SHALL BE PER THE NATIONAL BRICK INDUSTRY ASSOCIATION GUIDELINES. S. THE LOCATIONS OF EXISTING UTILITIES HAVE BEEN PREPARED FROM DOCUMENTS PROVIDED BY THE OWNER AND MAY NOT REPRESENT THE ACTUAL FIELD CONDITIONS. CONTRACTOR TO REVIEW ALL OWNER DOCUMENTS AND BECOME FAMILIAR WITH ALL EXISTING UTILITIES. THE CONTRACTOR HAS THE RESPONSIBILITY TO VERIFY LOCATIONS IN THE FIELD BY EMPLOYING FIELD UTILITY LOCATING SERVICES BEFORE CONSTRUCTION STARTS, AND COORDINATE ALL NEW UTILITY LOCATIONS, CONNECTIONS AND PENETRATIONS. T. THE SUBCONTRACTOR SHALL VERIFY AND COORDINATE, WITH ALL TRADES, THE SIZES AND LOCATIONS OF ALL OPENINGS FOR MECHANICAL, PLUMBING, AND ELECTRICAL EQUIPMENT, EQUIPMENT PADS, OR BASES AS WELL AS POWER, WATER, AND DRAIN INSTALLATIONS BEFORE PROCEEDING WITH WORK. SUBCONTRACTOR SHALL PROVIDE COORDINATION DRAWINGS FOR PROPER PLACEMENT OF ALL TRADES'WORK. ALL CONCERNS, SPACE LIMITATIONS OR STRUCTURAL CONFLICTS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT, PRIOR TO COMMENCING WITH THE WORK IN QUESTION. U. IT IS THE SUBCONTRACTOR'S RESPONSIBILITY TO COORDINATE AND LOCATE ELECTRICAL, DATA, AND PHONE RECEPTACLES, SWITCHES, ETC. TO AVOID CONFLICTS WITH CASEWORK, DOORS, AND OTHER TRADES. PROJECT INFORMATION PROJECT LOCATION: INTERSECTION OF CARMEL DRIVE AND RANGELINE ROAD - HAMILTON COUNTY, INDIANA PROJECT NAME: THE PROSCENIUM DEVELOPMENT - BUILDING 3 GOVERNING BUILDING CODE: 2014 INDIANA BUILDING CODE (2012 INTERNATIONAL BUILDING CODE) 2014 INDIANA FIRE CODE (2012 INTERNATIONAL FIRE CODE) PROJECT TYPE: NEW RESIDENTIAL UNIT BUILDING UNIT# UNITTYPE UNIT DES. UNIT (SF) A3 1 BR/1 BH 1,155 Bl 2 BR/2 BH 1,150 Bl 2 BR/2 SH 1,210 Al 1 BR/1 BH 778 Al 1 BR/1 SH 894 Bl 2 BR/2 SH 1,193 Al 1 BR/1 SH 792 Al 1BR/1 SH 905 Al 1 BR/1 SH 792 Al 1 BR/1 BH 824 Al 1 BR/1 BH 824 TOTAL 10,517 Ural Ir urvn ITrc unnI Lt urvn pry 401 A3 1 BR/1 BH 1,155 402 Bl 2 BR/2 BH 1,150 403 Bl 2 BR/2 SH 1,210 404 Al 1 BR/1 BH 778 405 Al 1 BR/1 SH 894 406 Bl 2 BR/2 SH 1193 407 Al 1 BR/1 SH 792 408 Al 1 BR/1 SH 905 409 Al 1 BR/1 SH 792 410 Al 1 BR/1 BH 824 411 Al 1 BR/1 BH 824 TOTAL 10,517 WOOLPERT ARCNITECTUREj_NGINEENNGI6Eftlyli 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E D C 4m A� E Own _0 l^'> W J ei a--r W U � UC K 0 O 73 c a m o` 0 C) mo €m NM n , c o o c G v U m � U /Issuances: 0.EV DESCM"M DATE 0 Issued For Building 3 Reviev 10/12/18 1 Issued For Buildi 3Permit O6/10/19 Prom. No.: 074904 Date: 10/12/18 A Sheet Name: COVER RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Carmel DATE: 10/31/19 G3=000 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 E C6 (Y 2 U K Q M m C O m O O rn v C w E 3 c U N O a li M 1 RELEASED FOR CONSTRUCTION Q,5LTK& Subject to compliance with all regulations _ of State and Local Codes City of Carmel ',"19, • DATE: 10/31/19 SHEET INDEX w ISSUANCES rc w a D 0 z o m � m m m m SHEET o NUMBER SHEETNAME o 0 GENERAL G3000 COVER • • G3001 DRAWING SHEET INDEX 16161616 CIVIL C200 OVERALL SITE PLAN • • C400 UTILITY PLAN • • C401 I UTILITY PLAN - STORM SEWER • • LIFE SAFETY LS3101 LS3102 STRUCTURAL S3-001 GENERAL NOTES • • • S3-002 SPECIAL INSPECTION • • • S3-003 SPECIAL INSPECTION CONT. • • • S3-101 BLDG. 3- FIRST FLOOR FRAMING PLAN • • S3-102 BLDG. 3- SECOND FLOOR FRAMING PLAN • • • S3-103 BLDG. 3-THIRD FLOOR FRAMING PLAN • • 53-104 BLDG. 3- FOURTH FLOOR FRAMING PLAN • • S3-105 BLDG. 3- ROOF FRAMING PLAN • • S3-115 SNOW DRIFT AND WIND UPLIFT LOADING DIAGRAM • • S3-201 SHEAR WALL ELEVATIONS • • S3301 FOUNDATION DETAILS • • S3401 FRAMING DETAILS • • S3402 FRAMING DETAILS • • • S3403 FRAMING DETAILS • • • S3404 FRAMING DETAILS • • S3405 FRAMING DETAILS • • • S3601 TYPICAL WOOD FRAMING DETAILS • • S3602 TYPICAL WOOD FRAMING DETAILS • • • S3603 TYPICAL WOOD FRAMING DETAILS • • S3604 WOOD FRAMING DETAILS • • S3605 WOOD FRAMING DETAILS • • S3601 ROOF FRAMING SECTIONS • • Id:iN:IlIYN111:1Y A3-001 ABBREVIATIONS AND SYMBOLS • • • A3-002 ASSEMBLYTYPES • • A3-003 ASSEMBLYDETAILS • • A3-100 GARAGE LEVEL PLAN • • A3-101 FIRST FLOOR PLAN • • • A3-102 SECOND FLOOR PLAN • • • A3-103 THIRD FLOOR PLAN • • • A3-104 FOURTH FLOOR PLAN • • • A3-105 ROOF PLAN • • A3-111 FIRST FLOOR REFLECTED CEILING PLAN • • A3-112 SECOND & THIRD FLOOR REFLECTED CEILING PLAN • • A3-114 FOURTH FLOOR REFLECTED CEILING PLAN • • A3-201 EXTERIOR ELEVATIONS • • A3-202 EXTERIOR ELEVATIONS • • A3-203 EXTERIOR ELEVATIONS COORDINATION • • A3301 BUILDING SECTION • • A3311 WALL SECTIONS • • A3312 WALL SECTIONS • • A3313 WALL SECTIONS • • A3314 WALL SECTIONS • • A3315 ELEVATION DETAILS AND SECTIONS • • A3401 UNITPLANS • • A3402 UNIT PLANS • • • A3403 INTERIOR ELEVATIONS AND DETAILS • • • A3404 INTERIOR ELEVATIONS AND DETAILS -TYPEA • • A3411 ENLARGED STAIR AND ELEVATOR PLANS • • A3412 STAIR SECTIONS • • A3413 ELEVATOR SECTION, ELEVATOR DETAILS AND STAIR DETAILS • • • A3601 PLAN DETAILS • • A3602 PLAN DETAILS • • A3603 ENLARGED PLAN DETAILS • • A3604 ROOF DETAILS • • A3605 EXTERIOR TRIM DETAILS • • A3621 BALCONY DETAILS • • • A3601 DOOR SCHEDULE AND DETAILS • • • • A3602 IWINDOW DETAILS • • • PLUMBING P3-001 LEGEND, DETAILS, AND SCHEDULES • • • P3-100 PLUMBING FIRST AND SECOND FLOOR PLANS • • • P3-101 PLUMBING THIRD AND FOURTH FLOOR PLANS • • • P3-201 BUILDING 3 GARAGE PLAN • P3401 PLUMBING TYPICAL ENLARGED PLANS AND ISOMETRICS • • • P3402 PLUMBING TYPICAL ENLARGED PLANS AND ISOMETRICS • • • P3601 PLUMBING WATER ISOMETRIC • • • P3602 PLUMBING SANITARYAND VENT ISOMETRIC • • • MECHANICAL M3001 HVAC LEGEND AND NOTES • • M3101 HVAC FIRST AND SECOND FLOOR PLAN • • • M3102 HVAC THIRD AND FOURTH FLOOR PLAN • • • M3103 HVAC ROOF PLAN • • • M3401 HVAC TYPICAL ENLARGED PLANS • • • M3501 HVAC DETAILS • • • M3-601 HVAC SCHEDULES • • • ELECTRICAL E3-001 LEGEND AND ABBREVIATIONS • • • E3-101 LIGHTING PLAN- PARKING AND FIRST FLOOR • • E3-102 LIGHTING PLAN- SECOND AND THIRD FLOOR • • E3-103 LIGHTING PLAN- FOURTH FLOOR AND ROOF • • E3-111 POWER AND SYSTEMS PLAN- PARKING AND FIRST FLOOR • • • E3-112 POWER AND SYSTEMS PLAN- SECOND AND THIRD FLOOR • • • E3-113 POWER AND SYSTEMS PLAN- FOURTH FLOOR AND ROOF • • • E3301 SECTION DETAILS • • E3401 ELECTRICAL ENLARGED PLANS • • • E3402 ELECTRICAL ENLARGED PLANS • • • E3403 ELECTRICAL ENLARGED PLANS • • • E3601 JELECTRICAL DETAILS • • E3601 ISINGLE LINE DIAGRAM -WEST • • • E3602 SINGLE LINE DIAGRAM - EAST • • • E3-701 PANELBOARD SCHEDULES • • • E3301 IEQUIPMENT AND LIGHT FIXTURE SCHEDULES 16 1 1010 1, ! WOOLPEPT ARCRITECNREjENCINEERINCICWAATIY 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 IF I E W D E OL _0 E U C J '— K y-+ C� rUn C V / m �p 0 Ii Eo CI do U 0 W � `o'm o C c C � � w E B C� m sed o O Issuances: REV mcfflVIIm DATE 0 Issued For Building 3 Review 10/1w8 1 ASI #4 12/21/18 2 Issued For Building 3Perrit 06/10/19 3 ASI U10 09/11/19 Prom. No.: 074904 Date: 10/12/18 A Sheet Name: DRAWING SHEET INDEX G3=001 a a 0 d 0 RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Camel �AfT�tDwV1(AQA� DATE: \ 10/31/19 Z 0 40 80 120 GRAPHIC SCALE IN FEET L�-----------------" C ------------------------------- _ — r-- — — — — — {--� -E)j-END PROPOSED R/W -eU J — I VETERANS WAY — IT1 N (vulMc a1aLE0 PROPOSED R/W n \ _ ro52 25, DUKE ELECTRIC ESMT '.:. 10%A. II L —TT 1 INTERSECTION TO BE CONSTRUCTED AS A PART OF THE BUILDING 1 W BUILDING 4 VETERANS WAY — BUILDING 2 \,I ••• , in Nor \LOFFICE BUILDING _ 0 7�---� — _� L� L� I 19, 1 1 19, 1 FUTURE TAVERN 1I— IW in IW BUILDING 5 IW IW I L_—�,— TT Cr-Cr-0 -a a- Cr-0-0 V� I BUILDING 3 Si I Iu 0 L-A L �- / MIT. �� Tj 5'(ODIU l ( --- 54.6 W 31' B/B > �w 0„ I 54.4' W w X W milk f r I� / INTERSECTION IN CONTRACT NOT II \ I T -L �I I L- LL li I W NN� 1.� 0 PARKING SUMMARY > F- LOCATION DUANTIIY VETERANS DRIVE 33 SOUTH RANG NE ROAD 09 V PODIUM (UPPER LEVEL) 73 W PARKING IN BLDG 1M 33 1 x TOTAL 659 W Q�O,fp1STVi m lossseel WATE OF 06/10/19 PAVEMENTLEGEND O LIGHT DUTY ASPHALT CONS FUTURE ASPHALT i ASPHALT HEAVY DUTY CONCRETE FUTURE CONSTRUCTION z LD 3 m € Y ACCESSIBLE PARKING NUMBER OF PARKING > W 0. OY SXiN OS SPACES SIGN K 0 m LIGHT POLE PARKINGACCESSIBLE PAVEMENT SYMBOL M 0 M LIMITS OF CONSTRUCTION j o ,O m v SITE NOTES a 1. ALL DIMENSIONS IN CURBED AREAS SHALL BE BALK TO BACK OF CURB. -ALL DIMENSIONS IN AREAS WITHOUT CURB Si BE TO EDGE OF O PAVEMENT. -ALL DIMENSIONS AT INTEGRAL CURB k WALK SHALL BE TO BACK OF p CURB. z C -ALL DIMENSIONS FROM BUILDING SHALL BE FROM FACE OF BUILDING. 2. ALL RADII IN PAVED AREAS AND ON CURBS SHALL BE 5' FACE OF CURB 00 UNLESS NOTED OTHERWISE. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD BEFORE 0 a N STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR z m < m ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE f 7 Z PLANS FROM ACTUAL FIELD CONDITION, THE CONTRACTOR SWILL CONTACT U ^ LU O m rn m A/E IMMEDIATELY. O W 0 4. PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES AS Q W K Y NECESSARY. OL O ❑ ❑ U 5, ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL CONTRACTOR, SUBCONTRACTORS, OR SUPPLIERS SHALL BE RESURFACED OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER CONSTRUCTION WORK IS COMPLETED. S. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. m >, 7. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO BASE UNES, m N PROPERTY LINES OR BUILDING UNES UNLESS OTHERWISE NOTED. o 8. ACCESSIBLE RAMPS AND SIGNAGE SHALL BE IN ACCORDANCE WITH = FEDERAL, STATE, COUNTY, CITY AND LOCAL CODE WHICHEVER WAS U �i JURISDICTION. SEE SITE PLAN FOR LOCATION AND SITE DETAILS FOR N N SPECIFICATIONS. m 9. ALL STRIPES ARE TO BE 4' PAINTED, WHITE. UNLESS OTHERWISE NOTED. 10. THE CONTRACTOR TOBRD PROVIDE BE RESPONSIBLE TO IS EXPENSE AN DEVICES ALL AUTOMOBILEN P PEDESTRIAN TRAFFIC CONTROLSREQUIRED BY r N U. FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCY. THE AMOUNT, LOCATION AND SIZE SNAIL BE PER DIRECTION OF AGENCY. F 11. R IS THE RSPONSIBIL17Y OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT, GAVEL, AND ANY OTHER MATERIALS TRACKED ONTO ANY PUBUC OR PRIVATE STREETS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN THESE W ONLY IF NECESSARY. THE CONTRACTOR MUST USE WATER OR OTHER METHODS TO KEEP AIRBORNE DUST TO A REQUIRED MINIMUM. 11111 CL 4 12. THE DEVELOPER IS RESPONSIBLE FOR COMPLETING ALL IMPROVEMENTS IN 01 J COMPLIANCE WITH CITY STANDARDS AND ORDINANCES. O 13. THE PROJECT ENGINEER IS RESPONSIBLE FOR DESIGN OF ALL 0 IMPROVEMENTS IN COMPLIANCE WITH CITY STANDARDS AND ORDINANCES. 14. ALL PAVEMENT WITHIN THE PUBLIC RIGHT-OF-WAY SHALL COMPLY WITH CITY STREET PAVEMENT DETAILS. 15. 24 HOUR ADVANCE NOTICE MUST BE GIVEN TO THE CITY ENGINEER FOR PROOF ROLL (317-887-5230) PRIOR TO INSTALLATION OF STONE AND PAVEMENT WITHIN PUBLIC RIGHT-OF-WAY. 15. STORMWATER FCIUTES WILL BE PRIVATELY OWNED AND MAINTAINED. Ia. PRIOR TO THE ISSUANCE OF ANY BUILDING PERMITS THE BITUMINOUS BASE AND BINDER LAYERS FOR ALL STREET, DRIVES AND PARKING LOTS TO BE U INSTALLED AND ALL WATER MAINS AND HYDRANTS FOR THE SITE DEVELOPMENT MUST BE INSTALLED PER APPROVED SPECIFICATIONS AND J MADE SERVICEABLE. J 17. ALL CONCRETE CURB IN THE PARKING LOT SHALL BE CITY OF CARMEL ❑ STANDARD STRAIGHT CURB OR CURB AND GUTTER (CHNRBACK) AS NOTED. O _ Of 18. ALL CONCRETE CURB IN THE CITY RIGHT-OF-WAY SHALL BE CITY OF CARMEL STANDARD CHAIRBACK CURB. Z Q 19. ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY Z W J^ TOOIRREMENTS OF THE ENT OFW am ENNGGIINEERING.RTMTO�ENTRRA SHAIl CONTACT THE DEPARTMENT OF LD ENGINEERING TO SCHEDULE A PRE -CONSTRUCTION MEETING TO REVIEW THE S DEPARTMENTS CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION Ly ` = QLU REQUIREMENTS, REWIRED INSPECTIONS FOR CERTAIN STAGES OF WORK, AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS T RELATES TO I 1 O _ WORK WITHIN THE EXISTING APROPOSED CRY RIGHT-OF-WAY. NO V O O 20. SEE SHEETS C201 AND C202 FOR DETAILED NOTATIONS AND DIMENSIONS. J O wil W J W 2 21. LONG TERM BICYCLE PARKING SHALL BE PROVIDED IN PARKING GARAGE. SEE SHEE C700 FOR BICYCLE RACK DETAIL W > J am > LU Q C, Q LU W 2J a ~ LU O O C UU W 3 Q U T•zv=ii F�, 0 O N O 0 y 00 3 v c o E a N � O M0 moU O �a o O 0 0 0 a EnY aG O c � c 0 00 N SANITARY STRUCTURE TABLE STRUCTURE ID DESCRIPTION RIM INVERT NOTES 4 EXISTING MANHOLE 821.83 8" - 820.64 (N) EX 8' OR 10' - 820.64 (N) 8' = 820.60 (W) EX 8' OR 10' - 820.60 (W) 5 SANITARY MANHOLE 832.13 8' = 823.02 (E) 8' - 822.64 (N) 6 SANITARY MANHOLE 837.06 8' = 826.19 (W) I ------------- I �T r II - -- ---t ----- - - - 15 Ij C81 CB2 / E3 Ha CBb 11 FrCfi 2 — — — — 4 11 - - - = --- _ �• _ - - - - -- UE --LIE - U --- --- - - e 4n. a /.. a .e .,.,,..e� . ®— ® ® — BUILDING 1 BUILDING 2 SAN✓3 �/II n A, � �- SA 6IH2 \\ \\ \\ \\ I I 1 11 TYP — — — — — — — — — — — — — OFFICE BUILDING ( RB w�a Tc e4s.35 / 3 � I $T" TC. 84776 CURB NLET Tc: 84764 C113 _-12"WTR------12"WTR------12''WTR------12 aTi- -----12"WTR------12'WTR---- CI14 -------------- \\I I RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and meal Codes City of Camel �VT\LJtOM4'YADA/� DATE: \ 10/31/19 MH15 3m BUILDING 4 FUTURE TAVERN J �R I 16 (10� 26 3 12 .I ID UILDING 5 I ID a IQ I 0L_ I3BUI(Show G 3 10 Is sanitary detail nne i -- 6fill- ------ SD- - - - - - 30"SD 0 ---12"WTR--- LEGEND ,OO;N\\\a1,.5M �C�ryGG TE - - - - - - - - - - - = W �B e U Z TYRO STORM SEWER \0P 166668m O 0 40 80 120 FOUNDATION DRAIN/UNDERDRNN STATE OF SAN {SAHRAAY SEWER MOUMF =41 GRAPHIC SCALE IN FEET 12 WrR WATER MAIN , 01111 AA ` — G G TELEPHONE 06/10/19 UTTELEPHONE {p I UE ELECTRIC HVE HIGH VOLTAGE ELECTRIC F F FIBER OPTIC EXISTING UTILITY _ TO BE ABANDONED L I CATCH BASIN/AREA DRAIN CURB INLET Z n z I , ENDWALL W a p CLFANOUT LLU d T MANHOLE 0: r0 r! .O. FIRE HYDRANT c a a WATER VALVE ftl 6 rn OX PROPOSED STORM I.D. C OPROPOSED SANITARY I.D. ? 4 u FUTURE CONSTRUCTION ^131 W ap w UTILITY KEYNOTES h o ❑ O o O RELOCATED WATER MAIN. 18 6' DOMESTIC WATER SERVICE W/ G _ - 4' METER AND RPZ GW FlRE O COMBINED DOMESTIC/PREVENIER INSIDE BUILDING / Z C PROTECTION WATER SERVICE. PROPOSED BUILDING STORM FIRE DEPARTMENT CONNECTION. 17 SERVICE (SEE PLUMBING PUNS). � 14 O ADJUST UTILITY STRUCTURE TO O RELOCATED PUBLIC WATER (BY FINISHED GRADE 18 OTHERS) Z O N 8' SANITARY SERVICE O 1.00E m I \ \ O (MIN). 19 SERVED FROM BUILDING Y 0 o O o 0 m \ PLUMBING SYSTEM. PRIVATE - w n g RELOCATED HIGH VOLTAGE PAINTED RED 4 \ ( O ELECTRIC (BY OTHERS). 0 1 N ❑ MH4/ 4 20 G I\\ O7 25, ELECTRIC EASEMENT. T-COUPLINREO'D TIE EX. DL O ❑ ❑ U J 6' C.P.P. NEW STORM ODISTRIBUTION CABINET. SEWER. (BY DUKE 8 8 (BY DUKE ENERGY) 21 PROPOSED INLETS / TOP OF PODIUM STRUCTURE.. (SEE RELOCATED OVERHEAD ELECTRIC. PLUMBING) 30 - - 30 10 TRANSFORMER BY DUKE ENERGY. m ' . C ea�s\�c O 22 0 ED IRE HYDRANT PROPS F _ N N 13 w aza sa - � )_ - � � - 11 PPoMARY ELECTRIC SERVICE ASSEMBLY � N 4 FOR we IT- 12 SEORDANY ELECTRIC SERVICE 23 EXTENSION SED 12" O.I. WATER MAN Z Ba CONNECT TO EXISTING UTILITY c 2 _ - - - - - - 13 PER AGENCY REQUIREMENTS. 24 PROVIDE 10'X10"X12" TEE o N PROPOSED UTILITY POLE AND O POST INDICATOR VALVE C p O2g FIRE SERVICE ENTRY WITH N N N 15 RPOLE DOUBLE CHECK DETECTOR RELOCATED LIGHT ASSEMBLY INSIDE BUILDING r m C LL �159'�8' SAN 0 2.00E F UTILITY NOTES I 1. ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER CONNECTIONS TO THE SANITARY SEWER SYSTEM ARE PROHIBITED. W w 2, SANITARY SEWER PIPE AND FITTINGS MAY BE EITHER PVC THAT CONFORMS TO \ a ASTM D-3034, STIR 35 WITH A MINIMUM CELL CLASSIFICATION R 12454-B, OR REINFORCED CONCRETE PIPE CLASS III, N. OR V IN ACCORDANCE WITH 00 J f- - AiANDAND AWWA DUCTILE- 51I OR HIGH DDEENSITYMING TO ANSI POL ETHYLENE PIPE PE O 0 CONFORMING TO ASTM-3350 CELL CLASS P.E. 3744 33C. O W tl I I 3. CONSTRUCTION SHALL NOT COMMENCE UNTIL AN IMPROVEMENT LOCATION PERMIT HAS BEEN OBTAINED. h I 4. WATER MAINS CROSSING ANY AND ALL SEWERS SHALL HAVE A MINIMUM U L _ VERTICAL SEPARATION OF 18' BETWEEN THE OUTSIDE OF THE WATER MAIN I PIPE AND THE SEWER PIPE. ONE FULL LENGTH OF WATER MAIN PIPE SHALL TRENCH DRAIN :62E.44 BE CENTERED AT THE POINT OF THE CROSSING SUCH THAT BOTH JOINTS W WILL BE EQUIDISTANT AND M FAR AWAY FROM THE SEWER AS POSSIBLE IF W - - - WATER UNE(5) F EITHER BELOW SAINFARY IRON SEWER OR OF, SEWER LINE MUST BI OR EQUIVALENT) OF R Thin DUCTILE IRON PIPING OR OF 200 psi PVC (SDR-21 _ I OR EQUNAI.ENn FOR TIMT PARTICULAR SPAN. 23 L TRENCH DRAIN e2e.65 5, EXISTING UNDERGROUND UTIUIES ME SHOWN IN THEIR APPROXIMATE L LOCATIONS ACCORDING TO THE BEST AVAILABLE INFORMATION. TIRE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF THE EXISTING UTILITIES AND REPAIRING ANY DAMAGE DONE TO THE J O 13 12mX8m REWCER UTILITIES DURING PROBING OR CONSTRUCTION. TO OBTAIN ACCURATE FIELD = Q LOCATIONS OF EXISTING UNDERGROUND UTILITIES, THE CONTRACTOR SHALL K NOTIFY THE FOLLOWING FORTY-EIGHT (48) HOURS IN ADVANCE: INDIANA J I UNDERGROUND CABLE LOCATION 1-100-382-5544. C m LU Z 8. ALL STORM AND SANITARY SEWER CONSTRUCTION SHALL BE PERFORMED IN C� Z r ACCORDANCE WITH CITY OF CARMEL STANDARDS AND SPECIFICATIONS. L T - 7. FIELD TILE ENCOUNTERED SHALL BE REPLACED AND/OR CONNECTED TO THE Z Q r r STORM SEWER SYSTEM. Z 2 4 2 III III 8. GRANULAR BACKFlLL IS REQUIRED FOR ALL PIPE UNDER PAVEMENT AND li = a I1 WTTAIN 5 FEET OF PAVEMENT. U O li — I \ 9. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL. STATE, COUNTY. CITY OR LOCAL AGENCY. WE AMOUNT. LOCATION AND SIZE SHALL BE PER DIRECTION OF AGENCY. 10. ALL SANITARY LATERALS SHALL BE 6' SDR-35 PVC O 1.00E MINIMUM SLOP ALL LATERALS SHALL MAINTAIN A MINIMUM OF 3' OF COVER FROM FINISHED GRADE TO TOP OF PIPE. V / O Li J LU `/ LU Q RD j UU Z J UU IX V J 11 A__ WATER BE PERFRMED CONSTRUCTION P CIFlCATIONSOAND IN = J Q ACCORDANCE�WITH CARMELR WATER STANDARD SN/STRUCTUE REQUIREMENTS, INCLUDING AS-BUILTS PROVIDED AT COMPIETION. WC U 12. ALL WATER MAIN BENDS, ELBOWS, TEES, VALVES AND HYDRANTS SHA1.1 HAVE W ---12"W - --I PROPER THRUST BLOCKING. C L 3 13. IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL Unni POLES SHALL BE LOCATED WITHIN ONE FOOT OF THE PROPOSED RIGHT-OF-WAY. _ v 14. SEE SHEET C101 FOR EXISTING STORM SEWER AND SANITARY STRUCTURE INFORMATION. 15. ALL STORM SEWERS WITHIN PUSUC RIGHT-R-WAY SHALL BE REINFORCED CONCRETE PIPE. C400 STORM STRUCTURE TABLE STRUCTURE ID DESCRIPTION RIM/GRATE INVERT NOTES 1.1 84' Pips Headwall 830.97 84' = 822.47 (S) SEE PLANS 24' = 826.30 (S) 84' = 823.2.5 (N) W TYPE T M/ 1.2 MANGLE 532.25 24' 826.50 (E) TYPE ♦ GANHANGLE SM 12' 825.82 (W) 1.3 CURB INLET 830.65 18826.85 (S) INLET TYPE M' W/ 24' 826.50 (N) TYPE 10 GAVE 15• 826.98 (S) IX 6' = 821 (W) 1.4 MANGLE 830.11 18' 826.88 (N) (CONTRACTOR TO VERIFY) 1.5 CURB INLET 830.73 15• - 827.04 (S) INLET TYPE M' W/ 18' - 827.04 (N) TYPE 10 CAST`G 1.6 CURB INLET 531.34 12' - III (N) N. 114E 7 ■/ Tiff 10 GWTG 1.7 CURB INLET 832.33 12' - 828.01 (S) INLET TYPE M' W/ 18' - 827.52 (N) TYPE 10 CAST`G 1.10 CURB INLET 832.22 24' = 826.58 (W) TYPE 'II' MANHOLE W/ Y4• - 846.68 (E) TYPE 4 CAST`G 12' - 82. 1.11 MANGLE 833.12 24' - 827.19 19 � W TYPE or MANHOLE / TYPE 4 CASTG 1.12 MANGLE 833%/ 12' 830-M (N) STRUC. IN PREY. CONTRACT 12' - 830.19 M( CONNECT NEW RIPE ONLY 0 al ml a O an � rl STORM STRUCTURE TABLE STRUCTURE ID DESCRIPTION RIM/GRATE INVERT NOTES 24' 827.00 (E) 1.15 MANHOLE 83237 = 24' 27.50 (W) TYPE 'II' MANHOLE W/ 3 TYPE 4 CJST'G 1.16 CURB INLET 831.99 IS' 827.88 (Ni INLET TYPE M' W/ 15' 827.88 (S) TYPE 10 CAS'T'G 1.17 CURB INLET 832.28 15' 828.05 (STY) INLET TYPE A W TYPE 8 CAI 12' - B30.S/ (N) INLET TYPE 'A' W/ 1.18 CURB INLET 533.73 12' 830.37 (S) TYPE 8 CAI 1.19 CURB INLET 833.73 120 ■ Ill (S) INLET TYPE M W TYPE 10 CASrG 1.20 CURB INLET M43 24• - 527.95 (N) INLET TYPE No W/ 18• - 528.53 (E) TYPE 10 CASr'G 18' - 828.63 (W) TYPE 'D' MANHOLE W/ 1.21 MANHOLE 81 18' - 828.93 (S) TYPE 4 CASVG 20 MANHOLE 831.39 18' - 828.50 (E) W TYPE MANHOLETYPE 4 CAI 2.1 DOUBLE CURB 18' - 826.89 (W) INLET TYPE • W/ M INLET '12 18' - 826.99 (E) TYPE 10 CAST`G 2.2 MANGLE 834.27 18' 827.36 (E) 18' - 827.20 (IV) a II II n L C - Jl V W 110'-12' S0 ml III 0 0251L �,01O.= In III x CB1 CB2 B3 C64 CB5 GEI I rl.1 d I 13 1.6 1.7 o 2• a _ . :., - , ... _ •. ...: 8• SO 0 O.2SG vrl: �'011.00 10"WTR 10"WTH 10' W1R 10"An --r VETERA S WAY ,A, 17 (PUPMC STREET 0 2.1 l p HVE HVE HVE N 2.2 N ml d III ­11 rr - -- - -- - -- - --- (D I 38'-18• SD 0 0.74% - - - - an Nt a; BUILDING 1 ul O tt N 128'w10• SO O I > I O 0.92% of n I a lid ancl J W20 - - - - - n a LU e a a a y a2.3 I- EI El ® IIs an y 4„ I - - - a mll y I III LU I J r 3 BUILDING 2 anCL a C I } 291 SO O 0.73% I ■ • a, X J J a F 1 1 iA l n2.4 an On i� 1 I 1�I�;� an On a 2.5 N U x 101 O - 21 D � irs3'-1s•ssez.l9s-------- -- 06 c 2.6 u 45'-12' SD O 0.50% / 4- �\ OFFICE BUILDING Re INLET PC ' 84615 / // a E // IN 78'M2' SD O 0.507G (207 t _ _ O E n srMun TC e4775 - - - - - - - -� a m / 3CMY SD 0 9�43% curt III Cn3 - Q / ( _ O N \ / RELEASED FOR CONSTRUCTION WRI ----,2"WTR------,2"WTR------,2'wTR------12 ----12"WTR------12"WTR---- CI14 Subject to compliance with all regulationsof State and Local Codes - - - - - City of`Caneel (�-------------- �VT�T1ow�NaA� \\ III ) DATE: 10/31/19 MH15 STORM STRUCTURE TABLE STRUCTURE ID DESCRIPTION RIM/GRATE INVERT NOTES 2.3 MANHOLE 839.89 18' - 828.64 (E) 18' - 828.54 (W) IX 15' 841.80 (SE) 24 MANGLE 843.05 18' = 8211 (W) 18' = 829.19 (E) 15' = 8391 (E) 2.5 MANGLE 843.82 18' = 829.40 (W) 18' - 829.50 (N) 2.6 MANHOLE 846.75 12' = Sol (NE) 15' - 540.75 (W) 12, - 842.61 (NE) 2.7 MANHOLE 847.94 12' = 842.50 (Si 12' = 643.00 (SW) 2.8 MANHOLE 847.88 12" = B43.20 (N) 2.9 Trench Drain 847.21 12' - 846.00 (S) UPSTREAM INV. - 846.75 AS-9 AQUA -SWIRL 830.14 12' = 025.82 (E) II I• SD Is •31 0 0.10%1 5'-12' SO O HVE 32'-240 SO O L3'-24' SD O BUILDING 4 39'�24' SO O 34'-24' SO O 151 SD O �0 .-U I Ul TAVERN BUILDING 3 I T _ =_ ---12"WTR--- HWz4 0"SD I I II I LEGEND MALC 12tiD p. .W 4p1STF/♦Ea STORM SEWER _= 0P loc9seal FOUNDATION DRAIN/UGERDRAIN qy� STATE OF p�u r {+�.--� SANITARY SEWER ".L�, MOUMF 12'WrR WATER MAIN 9 O Ipy t - C G GAS 1111�\N� 06/10/19 Ur TELEPHONE UE ELECTRIC HVE HIGH VOLTAGE ELECTRIC F F FIBER OPTIC EXISTING UTILITY TO BE ABANDONED CATCH BASIN/AEA DRAIN ■ CURB INLET Z ENDWALL W p CLFANOUT W MANHOLE 0: .e. FIRE HYDRANT WATER VALVE OX PGGSED STORM I.D. OPROPOSED SANITARY I.D. FUTURE CONSTRUCTION Z W UTILITY KEYNOTES a 0 40 80 120 01 RELOCATED WATER MAIN. 18 6' DOMESTIC WATER SERVICE W/ G COMBINED DOMESTIC/FIRE PREVENTER NSIDEZG BUILDI OW G GRAPHIC SCALE IN FEET O PROTECTION WATER SERVICE. Z PROPOSED BUILDING STORM O FIRE DEPARTMENT CONNECTION. 17 SERVICE (SEE PLUMBING PUNS). f OO ADJUST FINISHED GRAD STRUCTURE TO 18 O DCSTED PUBLIC WATER (BY p N a © SERVICE O 1.Op% 19 FIRE HYDRANT Il On t mEMBLY o N an m (MIN).80 FROM BULUILDING U LU Olt PLUMBING SYSTEM. PRIVATE - ", RELOCATED HIGH VOLTAGE PAINTED REDLU © ELECTRIC (BY OTHERS). K W O7 25' ELECTRIC EASEMENT 40 T-COUPUG REO'D 4 TIE EX. a Q O❑❑ 0:Y U 6 C.P.P. TO NEW STORM SEWER. / O PRIMARY DISTRIBUTION CABINET. (BY DUKE ENERGY) 21 PROPOSED INLETS ON TOP OF RELOCATED OVERHEAD ELECTRIC. pLUMBINGUCNRE. (SEE TRANSFORMER BY DUKE ENERGY. 2Y PROPOSED FIRE HYDRANT PRIMARY ELECTRIC SETMCE 1 PROPOSED 12" 0.1. WATER MAIN 12 SECONDARY ELECTRIC SERVICE 23 EXTENSION ( CONNECT TO EXISTING UTILITY I \ 13 PER AGENCY REQUIREMENTS. 24 PROVIDE 10'%10"X12" TEE J \ 14 PROMISED UTIM POLE AND O POST INDICATOR VALVE pg FIRE SERVICE ENTRY WITH 15 RELOCATED LIGHT RILE DOUBLE CHECK DETECTOR ASSEMBLY INSIDE BUILDING -1.17-- ---_ I �/ -478 12• ED O 2.91 SO O 0.52% W V TReHcH Di e28.44 w I_ L (� TRE>rcx oRnm 82865 i `7 T --- L V----7- - -ao , UTILITY NOTES 1. ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER CONNECTIONS r TO THE SANITARY SEWER SYSTEM ARE PROHIBITED. 2. SANITARY SEWER PIPE AND FITTINGS MAY BE EITHER PVC THAT CONFORMS 1 ASIM D-3034, STIR 35 WITH A MINIMUM CELL CLASSIFICATION OF 12454-B, OR REINFORCED CONCRETE PIPE CLASS III, N. OR V IN ACCORDANCE WITH as N N 3 0 O 'T O � 7 z aa O M C N c N N a m la a1 N p1 N r ly x r m � H1 LL F LLI a 00 J REIM C-76, OR DUCTILE IRON PIPE CONFORMING TO ANSI SPECIFICATIONS A21.51 AND AWWA C-151. OR HIGH DENSITY POLYETHYLENE PIPE O 1 CONFORMING TO ASTM-3350 CELL CLASS P.E. 3744 33C. O 3. CONSTRUCTION SHALL NOT COMMENCE UNTIL AN IMPROVEMENT LOCATION PERMIT HAS BEEN OBTAINED. 4. WATER MAINS CROSSING ANY AND ALL SEWERS SHALL RAVE A MINIMUM VERTICAL SEPARATION OF 18' BETWEEN THE OUTSIDE OF THE WATER MAIN ( PIPE AND THE SEWER PIPE. ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED AT THE POINT OF THE CROSSING SUCH THAT BOTH JOINTS WILL BE EQUIDISTANT AND AS FAR AWAY FROM THE SEWER AS POSSIBLE IF WATER UNE(S) CROSS BELOW SANITARY SEWER UNE(S), SEWER UNE MUST BI CONSTRUCTED OF EITHER DUCTLE IRON PIPING OR OF 200 psi PVC (SDR-21 OR EQUIVALENT) FOR THAT PARTICULAR SPAN. 5. EXISTING UNDERGROUND UnUTTIES ME SHOWN IN THEIR APPROXIMATE LOCATIONS ACCORDING TO THE BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION J OF THE EXISTING UTILITIES AND REPAIRING ANY DAMAGE DONE TO THE I UTILITIES DURING PROBING OR CONSTRUCTION. TO OBTAIN ACCURATE FIELD .. LOCATIONS OF EXISTING UNDERGROUND UTILITIES, THE CONTRACTOR SHALL �_ I NOTIFY THE FOLLOWING FORTY-EIGHT (48) HOURS IN ADVANCE: INDIANA UNDERGROUND CABLE LOCATION 1-800-382-5544. C 8. ALL STORM AND SANITARY SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE Z WITH CITY OF CAMEL STANDARDS AND SPECIFICATIONS. UJ 7. FIELD TILE ENCOUNTERED SHALL BE REPLACED AND/OR CONNECTED TO THE Z ; STORM SEWER SYSTEM. 2 I W ILL 8. GRANULAR BACKFILL IS REQUIRED FOR ALL PIPE UNDER PAVEMENT AND j WITHIN 5 FEET OF PAVEMENT. U 0 9. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL V / J I AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIREDBY FEDERAL. STATE, COUNTY. CRY OR LOCAL AGENCY. THE MOUNT. LOCATION O W I AND SIZE SHALL BE PER DIRECTION OF AGENCY. 10. ALL SANITARY LATERALS SHALL BE 6' SDR-35 PVC O 1.00% MINIMUM SLOPE Li W ALL LATERALS SHALL MAINTAIN A MINIMUM OF 3' OF COVER FROM FINISHED GRADE TO TOP OF PIPE. Q LU j 11. ALL WATER MAIN/STRUCTURE CONSTRUCTION SHALL BE PERFORMED IN = J I ACCORDANCE WITH CAMEL WATER STANDARD SPECIFICATIONS AND REQUIREMENTS, INCLUDING AS-BUILTS PROVIDED AT COMPLETION. WC I IZ ALL WATER MAIN BENDS, ELBOWS, TEES, VALVES AND HYDRANTS SHALL HAVE PROPER THRUST BLOCKING. C L 13. IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTLNES, THE EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN ONE FOOT OF THE PROPOSED RIGHT-OF-WAY. _ v 14. SEE SHEET C101 FOR EXISTING STORM SEWER AND SANITARY STRUCTURE INFORMATION. 15. ALL STORM SEWERS WITHIN PUSUC RIGHT-CF-WAY SWILL BE REINFORCED CONCRETE PIPE. CW C a � Z 0 a Z ImI- J w Z �a a J a I- -o C401 LEGEND Fa BUILDING CODES REFERENCED 2014 INDIANA BUILDING CODE (20121BC, 1ST PRINTING) 2012 INDIANA PLUMBING CODE 2014 INDIANA MECHANICAL CODE (20121MC, 1ST PRINTING) 20141NDIANA FIRE CODE (20121FC, 1ST PRINTING) 2009 INDIANA ELECTRICAL CODE (NFPA 70-2008) ASHRAE 90.1-2007 EDITION ANSI At 17.1-2009 DESCRIPTION WOOD FRAMED CONSTRUCTION WITH A COMBINATION OF MASONRY, CEMENT FIBER BOARD AND EXTERIOR INSULATED FINISH SYSTEM. STEEL FRAMED CONSTRUCTION WITH SPRAY -APPLIED FIRE -PROOFING ON FIRST FLOOR. TYPE R-2 PRIMARY OCCUPANCY TYPE V-A CONSTRUCTION FOUR STORY APARTMENT BUILDING BUILDING AREA BUILDING 3 FIRST FLOOR - SECOND FLOOR - THIRD FLOOR - FOURTH FLOOR- TOTAL - RELEASED FOR CONSTRUCTION AUTOMATIC FIRE SUPPRESSION SYSTEM BUILDING IS REQUIRED TO HAVE AND IS PROVIDED THROUGHOUT W ITH AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH NFPA 13R AND IBC 903.3.1.2. FIRE EXTINGUISHERS FIRE EXTINGUISHER CABINETS AT 75' MAX TRAVEL. FIRE ALARM SYSTEM COMPLETE FIRE ALARM SYSTEM REQUIRED AND PROVIDED IN ACCORDANCE WITH NFPA 72 AND IBC. PROVIDE VISUAL NOTIFICATION (STROBES) IN ACCESSIBLE UNITS IN ACCORDANCE WITH NFPA 72. [d•] 9 i �7_\ /_71: Y I q:1: GV [O:Id E139 R �] I: [•IdO �] i OCCUPANCYGROUP SECTION 310.3 OCCUPANCY R2 OCCUPANCY: (RESIDENTIAL, APARTMENT) M MERCANTILE RETAIL B BUSINESS (OFFICES) SEPARATED MIXED USE PER IBC 508: OCCUPANCY SEPARATIONS INDICATED ON FLOOR PLAN 12,039 GSF SECTION 510- SPECIAL PROVISIONS 12,523 GSF HORIZONTAL SEPARATIONS MUSTCOMPLY WITH THE 12,523 GSF FOLLOWING: • 3-HR FIRE RESISTANCE RATING 12,523 GSF THE BUILDING BELOW IS NOT GREATER THAN ONE 49,608 GSF STORYABOVE GRADE • THE BUILDING BELOW IS OF TYPE 1A CONSTRUCTION • ANY SHAFT, STAIRWAYS, RAMP, OR ESCALATOR MUST BE IN A 2-HOUR RATED ENCLOSURE • THE BUILDING BELOW IS PROTECTED BY AN AUTOMATIC FIRE SPRINKLER SYSTEM, PER NFPA 13 SECTION 510.9 MULTIPLE BUILDINGS ABOVE A HORIZONTAL ASSEMBLY SHALL BE REGARDED AS SEPARATE BUILDINGS. BUILDING 3 EQUIPPED WITH NFPA 13 SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 TABLE601 CONSTRUCTION TYPE: V-A SECTION 708 FIRE BLOCKING REQUIRED SECTION 718.3.2 DRAFTSTOPPING REQUIRED IN FLOORS, AT EVERY SLEEPING UNIT SECTION 718.4.2 DRAFTSTOPPING IN ATTICS: REQUIRED, EVERY 3,000 SF SECTION 903.2.8 GROUP R- AUTOMATIC SPRINKLER SYSTEM NFPA I3R REQUIRED. SECTION 1023 STAIRWAYS- ENCLOSURE MINIMUM OF 2HR RATING SECTION SMOKEPROOF ENCLOSURES- NOT RED. WHERE TOP FLOOR IS 1023.11 LESS THAN 75 FT ABOVE FIRE DEPARTMENT ACCESS. (FLOOR LEVEL OF FOURTH FLOOR IS 37'-0" CONCEALED SPACES IBC 718 AND NFPA 13 A. FIREBLOCKING: REQUIRED, BOTH VERTICAL AND HORIZONTAL 10' INTERVALS BEHIND TRIM FINISHES. FIRE BLOCKING SHALL CONSIST OF ONE OF THE FOLLOWING: APPROVED NONCOMBUSTIBLE MAT 2" OR (2) 1" LUMBER WIBROKEN LAP JOINTS, 1 23/32" WOOD STRUCTURAL PANEL W/JOINTS BACKED BY 23/32" STRUCTURAL PANEL OR 2X LUMBER. B. DRAFTSTOPPING IN FLOORS: PER IBC 718.3. C. DRAFTSTOPPING IN ATTIC: PER IBC 718.4.2. PENETRATIONS THROUGH FIRE RATED ASSEMBLIES A. REFER TO SECTION 714 EXIT SIGNS S EMERGENCY LIGHTING EXIT SIGNS PROVIDED PER IBC 1013, INTERNAL BATTERY BACKUP. FLOOR -LEVEL EXITS SIGNS PROVIDED PER IBC 1013.2. MEANS OF EGRESS ILLUMINATION AND EMERGENCY LIGHTING PROVIDED PER IBC 1008. ELEVATOR REQUIRED TO MEET ASME At 7.1 EXIT 8 0.2" 32 7n IA" z SECOND FLOOR LIFE SAFETY PLAN A8-201 SCALE: 3/32" = 1'-0" STAIR B 32 mn AW MEANS OF EGRESS BUILDING 3 REQUIREMENT REQUIRED PROVIDED NUMBER OF EXITS 2 PER FLOOR 2 PER FLOOR STAIR WIDTH 44"MIN 48"WIDTH PROVIDED CORRIDOR WIDTH 44" MIN 60" MIN EGRESS DOOR SIZE 32" MIN 32" MIN PROVIDED TABULAR OCCUPANT LOAD, BUILDING 3 (IBC 1004.1.2) FLOOR OCC. TYPE AREA (SF) FACTOR (SF/PERSON) OCC. LOAD (PERSONS) FIRST MERCANTILE 12,039 SF 1/60 GROSS 201 SECOND RESIDENTIAL 12,435 SF 1/200 GROSS 63 MECHANICAL 88 SF 1/300 GROSS 1 THIRD RESIDENTIAL 12,435 SF 1/200 GROSS 63 MECHANICAL 88 SF 1/300 GROSS 1 FOURTH RESIDENTIAL 12,435 SF 1/200 GROSS 63 MECHANICAL 88 SF 1/300 GROSS 1 BUILDING TOTAL I I 1 1 393 10 EXIT 7 0.2" 32 l70 T 34" FIRE RESISTIVE RATINGS ( TABLE 601 ) STRUCTURAL ELEMENT F.R. RATING F.R. RATING DESIGN NUMBER PER CODE PER DESIGN BEARING WALLS (V-A) EXT. WALLS (112) 1 HOUR 1 HOUR U.L. #U356 INT. WALLS 1 HOUR 1 HOUR U.L. #U305 CORRIDOR WALLS (112) 30 MIN 1 HOUR U.L. #U311 OPENING PROTECTION 20 MIN 20 MIN GUESTROOM SEPARATION 1 HOUR 1 HOUR U.L #U311 OPENING PROTECTION 45MIN 60 MIN STAIR (INT. WALLS) 2 HOUR 2 HOUR U.L #U301 STAIR (EXT. WALLS) 1 HOUR 1 HOUR U.L #U356 OPENING PROTECTION 90 MIN 90 MIN ELEVATORS 2 HOUR 2 HOUR U.L.#U906 OPENING PROTECTION 90 MIN 90 MIN --- CEILING - - --- STORAGE,TIECH 1 HOUR 1 HOUR U.L#U305 FLOOR -ABOVE RETAIL 1 HOUR 1 HOUR U.L. #G801 FLOOR - CEILING 1HOUR 1HOUR U.L.#L521 ROOF - CEIUNG cQ STAIR ROOF - CEIUNG 1HOUR 1HOUR U.L.#P522 SHAFT 1 HOUR 1 HOUR U.L. #U305 STAIR A 0.3" 32 160 48" 11 EGRESS ELEMENT OCCUPANTS SERVED (REQUIRED) EGRESS WIDTH (PROVIDED) OCCUPANTS SERVEC (PROVIDED) REQUIRED ELEMENT WIDTH 1 HOUR RATED w w FIRE BARRIER 2 HOUR RATED w w w FIRE BARRIER EXIT EXIT SIGN - SEE ELECTRICAL SPACE AREA FUNCTION OF SPACE BUSINESS 6000 SF B OCCUPANCY 1 / 100 60 2 CLASSIFICATION NUMBER OF REQUIRED EXITS NUMBER OF OCCUPANTS REQUIRED S.F. PER OCCUPANT TRAVEL DENOTES EXIT DISTANCE ROUTE 100' - 6" ♦��GEEDGEND 4 L START DENOTES EXIT POINT DISCHARGE SEMI -RECESSED PORTABLE FIRE EEL EEL EXTINGUISHER CABINETWITH PORTABLE FIRE EXTINGUISHER PER NFPA 72 AS SELECTED BY LOCAL FIRE MARSHALL. REFER TO DETAIL 10/A-602. FE WALL MOUNTED PORTABLE FIRE EXTINGUISHER PER NFPA 72 AS SELECTED BY LOCAL FIRE MARSHALL. W®®LPERT ARCXIIELTUREj1eNGINEEWNGjGEGSPATILL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 U J J Q 0 0 sE CID Q Issuances: NEW Mcm"M DATE 0 Issued For Building 3 Reviea 10/12/18 1 Issued For Building 3Permit 06/10/19 Prom. No.: 074904 Date: 10/12/18 Sheet Name: FIRST AND SECOND FLOOR LIFE SAFETY PLANS Subject to compliance with all regulations of State and Local Codes City of Cannel /� �N�1 10300:aUMASL DATE: 10/31/19 FIRST FLOOR LIFE SAFETY PLAN SCALE: 3/32" = 1'-0" LS3=101 2 3 0 5 0 7 ii R BUILDING CODES REFERENCED 2014 INDIANA BUILDING CODE (2012 IBC, EST PRINTING) 2012 INDIANA PLUMBING CODE 2014 INDIANA MECHANICAL CODE (20121MC, 1ST PRINTING) 2014 INDIANA FIRE CODE (20121FC, EST PRINTING) 2009 INDIANA ELECTRICAL CODE (NFPA 70-2008) ASHRAE 90.1-2007 EDITION ANSI All7.1-2009 DESCRIPTION WOOD FRAMED CONSTRUCTION WITH A COMBINATION OF MASONRY, CEMENT FIBERBOARD AND EXTERIOR INSULATED FINISH SYSTEM. STEEL FRAMED CONSTRUCTION WITH SPRAY -APPLIED FIRE -PROOFING ON FIRST FLOOR. TYPE R-2 PRIMARY OCCUPANCY TYPE V-A CONSTRUCTION FOUR STORY APARTMENT BUILDING BUILDING AREA BUILDING 3 FIRST FLOOR - SECOND FLOOR - THIRD FLOOR - FOURTH FLOOR- TOTAL - RELEASED FOR CONSTRUCTION AUTOMATIC FIRE SUPPRESSION SYSTEM BUILDING IS REQUIRED TO HAVE AND IS PROVIDED THROUGHOUT WITH AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH NFPA 13R AND IBC 903.3.1 2. FIRE EXTINGUISHERS FIRE EXTINGUISHER CABINETS AT 75' MAX TRAVEL. FIRE ALARM SYSTEM COMPLETE FIRE ALARM SYSTEM REQUIRED AND PROVIDED IN ACCORDANCE WITH NFPA 72 AND IBC. PROVIDE VISUAL NOTIFICATION (STROBES) IN ACCESSIBLE UNITS IN ACCORDANCE WITH NFPA 72. CODE DATA -INTERNATIONAL BUILDING CODE OCCUPANCY GROUP SECTION 310.3 OCCUPANCY R2 OCCUPANCY; (RESIDENTIAL, APARTMENT) M MERCANTILE (RETAIL) B BUSINESS (OFFICES) SEPARATED MIXED USE PER IBC 508; OCCUPANCY SEPARATIONS INDICATED ON FLOOR PLAN 12,039 GSF SECTION 510- SPECIAL PROVISIONS 12,523 GSF HORIZONTAL SEPARATIONS MUST COMPLYWITH THE 12,523 GSF FOLLOWING: " 3-HR FIRE RESISTANCE RATING 12.523 GSF • THE BUILDING BELOW IS NOTGREATER THAN ONE 49,608 GSF STORYABOVE GRADE • THE BUILDING BELOW IS OF TYPE 1A CONSTRUCTION • ANY SHAFT, STAIRWAYS, RAMP, OR ESCALATOR MUST BE IN A 2-HOUR RATED ENCLOSURE • THE BUILDING BELOW IS PROTECTED BYAN AUTOMATIC FIRE SPRINKLER SYSTEM, PER NFPA 13 SECTION 510.9 MULTIPLE BUILDINGS ABOVE A HORIZONTAL ASSEMBLY SHALL BE REGARDED AS SEPARATE BUILDINGS. BUILDING 3 EQUIPPED WITH NFPA 13 SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 TABLE 601 CONSTRUCTION TYPE: V-A SECTION 708 FIRE BLOCKING REQUIRED SECTION 718.3.2 DRAFTSTOPPING REQUIRED IN FLOORS, AT EVERY SLEEPING UNIT SECTION 718.4.2 DRAFTSTOPPING IN ATTICS: REQUIRED EVERY 3,000 SF SECTION 903.2.8 GROUP R- AUTOMATIC SPRINKLER SYSTEM NFPA I3R REQUIRED. SECTION 1023 STAIRWAYS- ENCLOSURE MINIMUM OF 2HR RATING SECTION SMOKEPROOF ENCLOSURES- NOT RED. WHERE TOP FLOOR IS 1023.11 LESS THAN 75 FTABOVE FIRE DEPARTMENT ACCESS. (FLOOR LEVEL OF FOURTH FLOOR IS 37'-0" CONCEALED SPACES IBC 718 AND NFPA 13 A. FIREBLOCKING: REQUIRED, BOTH VERTICALAND HORIZONTAL lV INTERVALS BEHIND TRIM FINISHES. FIRE BLOCKING SHALL CONSIST OF ONE OF THE FOLLOWING: APPROVED NONCOMBUSTIBLE MAT 2" OR (2) 1"LUMBER W/BROKEN LAP JOINTS, 1 23(32" WOOD STRUCTURAL PANEL W/JOINTS BACKED BY 23/32" STRUCTURAL PANEL OR 2X LUMBER. B. DRAFTSTOPPING IN FLOORS: PER IBC 718.3. C. DRAFTSTOPPING IN ATTIC: PER IBC 718.4.2. PENETRATIONS THROUGH FIRE RATED ASSEMBLIES A. REFER TO SECTION 714 EXIT SIGNS 8 EMERGENCY LIGHTING EXIT SIGNS PROVIDED PER IBC 1013, INTERNAL BATTERY BACKUP. FLOOR -LEVEL EXITS SIGNS PROVIDED PER IBC 1013.2. MEANS OF EGRESS ILLUMINATION AND EMERGENCY LIGHTING PROVIDED PER IBC 1008. ELEVATOR REQUIRED TO MEET ASME A17.1 BUILDING HEIGHT AND AREA BUILDINGS 3 REQUIREMENT ALLOWABLE ACTUAL NUMBER OF STORIES -TABLE 504.4 4 STORIES W SPRINKLER 4 STORIES W SPRINKLER AREA- TABLE 506.2 21,000 SF PER FLOOR 19,465 SF FIRST FLOOR HEIGHT TABLE 504.3 60' W SPRINKLER 48'.0" CORRIDOR WIDTH 44"MIN 60 'MIN EGRESS DOOR SIZE 32" MIN 32" MIN PROVIDED MEANS OF EGRESS BUILDING 3 REQUIREMENT REQUIRED PROVIDED NUMBER OF EXITS 2 PER FLOOR 2 PER FLOOR STAIRWIDTH 44"MIN 48"WIDTH PROVIDED CORRIDOR WIDTH 44"MIN 60"MIN EGRESS DOOR SIZE 32" MIN 32" MIN PROVIDED TABULAR OCCUPANT LOAD, BUILDING 3 (IBC 1004.1.2) FLOOR OGG. TYPE AREA SF) FACTOR (SF/PERSON) OCC.LOAD (PERSONS) FIRST MERCANTILE 12.039 SF 1/60 GROSS 201 SECOND RESIDENTIAL 12.435 SF 1/200 GROSS 63 MECHANICAL 88 SF 1/300 GROSS 1 THIRD RESIDENTIAL 12.435 SF 1/200 GROSS 63 MECHANICAL 88 SF 1/300 GROSS 1 FOURTH RESIDENTIAL 12.435 SF 1/200 GROSS 63 MECHANICAL 88 SF 1/300 GROSS 1 BUILDING TOTAL I 1 1 393 EXIT 8 0.2" 32 170 34" FOURTH FLOOR LIFE SAFETY PLAN SCALE: 3/32" = 1'-0" FIRE RESISTIVE RATINGS (TABLE 6011 STRUCTURAL ELEMENT F. R. RATING F.R. RATING DESIGN NUMBER PER CODE PER DESIGN BEARING WALLS (V-A) EXT. WALLS (R2) 1 HOUR 1 HOUR U.L. #U356 INT. WALLS 1 HOUR 1 HOUR U.L. #U305 CORRIDOR WALLS (R2) 30 MIN 1 HOUR U.L. #U311 OPENING PROTECTION 20 MIN 20 MIN --- GUESTROOM SEPARATION 1 HOUR 1 HOUR U.L. #U311 OPENING PROTECTION 45 MIN 60 MIN STAIR (INT. WALLS) 2 HOUR 2 HOUR U.L. #U301 STAIR (EXT. WALLS) 1 HOUR 1 HOUR U.L. #U356 OPENING PROTECTION 90 MIN 90 MIN --- ELEVATORS 2HOUR 2 HOUR U.L. MI906 OPENING PROTECTION 90 MIN 90 MIN --- CEILING - - --- STORAGE/MECH 1 HOUR 1 HOUR U.L. #U305 FLOOR -ABOVE RETAIL 1HOUR 1HOUR U.L#G8O1 FLOOR-CEIUNG iHOUR iHOUR U.L #L521 ROOF - CEILING STAIR ROOF -CEILING 1HOUR 1HOUR U.L#P522 SHAFT 1 HOUR 1 HOUR U.L. MI305 EXIT 7 0.2" 32 170 34" STAIR A 0.3" 32 160 48" EXIT STAIR EXIT 8 STAIR B 0.2" 32 0311 32 32 32 170 34" 160 48" 0.2" 170 34" 01 '3160 48" I III� EGRESS ELEMENT OCCUPANTS SERVED (REQUIRED) EGRESS WIDTH PROVIDED OCCUPANTS SERVEC (PROVIDED) REQUIRED ELEMENT WIDTH 1 HOUR RATED � o � e � • � FIRE BARRIER 2 HOUR RATED � o • � o o � FIRE BARRIER EXIT EXIT SIGN - SEE ELECTRICAL LEGEND SPACE AREA FUNCTION OF SPACE BUSINESS 6000 SF B OCCUPANCY 1 / 100 60 2 CLASSIFICATION NUMBER OF REQUIRED EXITS NUMBER OF OCCUPANTS REQUIRED S.F. PER OCCUPANT TRAVEL DENOTES EXIT DISTANCE ROTE SIMM4 L START DENOTES EXIT POINT DISCHARGE SEMI -RECESSED PORTABLE FIRE EEL EXTINGUISHER CABINETWITH PORTABLE FIRE EXTINGUISHER PER NFPA 72 AS SELECTED BY LOCAL FIRE MARSHALL. REFER TO DETAIL 10/A-602. FE WALL MOUNTED PORTABLE FIRE EXTINGUISHER PER NFPA 72 AS SELECTED BY LOCAL FIRE MARSHALL. SALE WOOLPIENET ARCHITECTURE Ex INFER NO I GOES PAT IAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 N ffq u [0 IN 10 U � J•� J ��AVVVIIJJJ111 � �--, U � o a a� M In my U c `om CD c o C G U CO m n, �U Q Issuances: RW OESCNP ON MTE 0 Issued For Building 3 Reviev 10/12/18 1 Issued For Building 3Permit 06/10/19 Prom. No.: 074904 Date: 10/12/18 Sheet Name: THIRD AND FOURTH FLOOR LIFE SAFETY PLANS Subject to compliance with all regulations of State and Local Codes City of Cannel DATE: 10/31/19 THIRD FLOOR LIFE SAFETY PLAN SCALE: 3/32" = 1'-0" LS3=102 1 2 3 0 5 I 7 1 0 F 2 a r, GENERAL NOTES: ALL CONSTRUCTION SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE 2012 AS AMENDED BY INDIANA BUILDING CODE. THE STRUCTURAL ENGINEERS OF RECORD ARE RESPONSIBLE FOR THE ADEQUACY OF THE STRUCTURAL DESIGN AS SHOWN IN THE CONTRACT DOCUMENTS WHICH DEPICTTHE STRUCTURE IN ITS COMPLETED FORM. THE STRUCTURE IS DESIGNED TO BE CAPABLE OF WITHSTANDING CODE PRESCRIBED DESIGN FORCES AND FULLY STABLE WHEN THE STRUCTURE IS FULLY CONSTRUCTED (I.E., FULLY BUILT). IT IS SOLELY THE RESPONSIBILITY OF OTHERS TO DETERMINE ERECTION PROCEDURE AND SEQUENCE AS WELL AS TO PROVIDE FOR THE SAFETY OF THE STRUCTURE AND ITS COMPONENTS PARTS DURING ERECTION. THIS INCLUDES THE ADDITION OF SHORING, SHEETING, TEMPORARY BRACING, GUYS, TIE DOWNS, OR DEWATERING WHICH MIGHT BE NECESSARY. SUCH MATERIAL SHALL REMAIN THE CONTRACTOR'S PROPERTYAFTER THE COMPLETION OF THE PROJECT. THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DRAWING DIMENSIONS AND CRITICAL DIMENSIONS OF EXISTING STRUCTURE PRIOR TO WORK OR FABRICATION. ANY CONFLICTS OR DISCREPANCIES FOUND IN THE DRAWINGS OR SITE CONDITIONS SHALL BE PROMPTLY REPORTED TO THE ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR MEETING ALL SAFETY STANDARDS DESIGN IS IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE 2012 AND THE INDIANA BUILDING CODE LIVE LOADS: RESIDENTIAL FLOOR LOAD: 40 PSF PARTITION ALLOWANCE (LL <= 80 PSF) 15 PSF RESIDENTIAL PUBLIC CORRIDORS: 100 PSF (NR) ASSEMBLYAREAS: 100 PSF (NR) BALCONIES: 60 PSF ROOF LOAD: 20 PSF LIVE LOADS ARE REDUCED AS PERMITTED PER CODE FOR BEAMS AND COLUMNS. (NR) INDICATES LIVE LOADS THAT ARE NOT REDUCED. CEILING AND MECHANICAL ALLOWANCE 10 PSF SNOW LOADS GROUND SNOW LOAD (pb: 20 PSF FLAT -ROOF SNOW LOAD (p,): 20 PSF SNOW LOAD IMPORTANCE FACTOR (6): 1.0 THERMALFACTOR(0): 1.0 WIND DESIGN DATA: BASIC WIND SPEED (3-SECOND GUST): 115 MPH WIND IMPORTANCE FACTOR (6): 1.0 RISK CATEGORY: II WIND EXPOSURE: B INTERNAL PRESSURE COEFFICIENT (GC#): 0.55 COMPONENTS & CLADDING: THE COMPONENTS & CLADDING (C&C) WIND PRESSURES SHOWN ASSUME A MEAN ROOF HEIGHT OF 48'-8" ABOVE FINISHED FLOOR ELEVATION. ALL COMPONENTS SHALL BE DESIGNED TO RESIST THE PROVIDED PRESSURES, WHICH SHALL BE CLEARLY DEFINED ON ALL SHOP DRAWINGS. REFER TO WIND ZONE DIAGRAM FOR ZONE LOCATIONS. PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM SURFACES, RESPECTIVELY. THE COMPONENTS & CLADDING WIND ZONE DIAGRAM IS GENERALIZED TO SHOW ALL POSSIBLE CONDITIONS. THE DIAGRAM SHAPE MAY NOT MATCH THE SPECIFIC LAYOUT FOR THIS PROJECT. A = T-8" INTERNAL PRESSURE COEFFICIENT = t0.18 WIND PRESSURES SHOWN ARE STRENGTH/STRESS LEVEL. PARAPET WIND PRESSURE FOR CORNERS SHALL BE 102 PSF AND FOR INTERIOR SHALL BE 77 PER COMPONENTS &CLADDING WIND PRESSURES Zone Effective Wind Area (sq it) Mac.+VE Pressure (Pat) Mac NE Pressure lost) 1 Roof In is 10 12 29 1-Roof Interior 100 10 47 1-Roof Interior 2500 10 -27 2 Rod Edge 10 10 49 2 Rod Edge 100 10 32 2-Roof Edge >_50D 17 -32 3 Roof Comer 10 12 74 3 Roof Comer 100 10 32 3 Roof Caner >_50D 10 -32 4 Walllntericr 10 30 -32 4 Walllntenor 1 100 1 30 1 -28 4-Walllnterior 2500 22 -25 5 Wall Edge 10 30 11 -39 5-Wall Edge 10D 30 -31 5 Wall Edge 2SOD 22 -25 SEISMIC IMPORTANCE FACTOR(6): 1.0 RISK CATEGORY: II SITE CLASS: C MAPPED SPECTRAL RESPONSE ACCELERATIONS: So: 0.147 Si: 0.082 SPECTRAL RESPONSE COEFFICIENTS: BIDS: 0.118 Sol: 0.093 SEISMIC DESIGN CATEGORY: B BASIC SEISMIC -FORCE -RESISTING SYSTEMS: FIRST FLOOR: MOMENT FRAMES - STEEL SYSTEMS NOT SPECIFICALLY DESIGNED FOR SEISMIC RESISTANCE, EXCLUDING CANTILEVER COLUMN SYSTEMS SECOND, THIRD, AND FOURTH FLOORS: LIGHT -FRAME (WOOD) WALLS SHEATHED WITH WOOD STRUCTURAL PANELS RATED FOR SHEAR RESISTANCE. MOMENT FRAMES - STEEL SYSTEMS NOT SPECIFICALLY DESIGNED FOR SEISMIC RESISTANCE DESIGN BASE SHEAR (V): 150 KIPS SEISMIC RESPONSE COEFFICIENTS (Co): 0.039 (LOWER SYSTEM), 0.018 (UPPER SYSTEM) RESPONSE MODIFICATION FACTORS (R): 3 (LOWER SYSTEM), 6.5 (UPPER SYSTEM) ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE PROCEDURE, LINEAR ELASTIC STATIC ANALYSIS SHOP DRAWINGS: THE CONTRACTOR SHALL REVIEW, STAMP WITH THEIRAPPROVAL, DATE AND SIGN ALL SHOP DRAWINGS REQUIRED BY THE CONTRACT DRAWINGS PRIOR TO SUBMITTAL TO THE ENGINEER. AT THE TIME OF SUBMISSION, THE CONTRACTOR SHALL INFORM THE ENGINEER IN WRITING OF ANY DEVIATION IN THE SHOP DRAWINGS FROM THE REQUIREMENTS OF THE CONTRACT DRAWINGS. AS A MINIMUM, SHOP DRAWINGS SHALL BE SUBMITTED FOR THE FOLLOWING: STRUCTURAL STEEL STEEL DECKING OPEN WEB WOOD TRUSSES STRUCTURAL STEEL: MATERIALS: PLATES, ANGLES ASTM A36 C BEAMS ASTM A992, MIN YIELD POINT= 50 KSI WIDE FLANGE BEAMS ASTM A992, MIN YIELD POINT= 50 KSI TUBE SHAPES (HSS) ASTM A500, GRADE C OR ASTM At 085 BOLTS ASTM F3125, GRADE A325 NUTS ASTM A563, GRADE DH HARDENED WASHERS ASTM F436 TENSION INDICATOR WASHERS ASTM F959, TYPE A325 ANCHOR BOLTS ASTM F1554, GRADE 36 (U.N.O.) WELD FILLER METAL MINIMUM TENSILE STRENGTH 70 KSI MINIMUM YIELD STRENGTH 58 KSI ELONGATION 225SMINIMUM SHOP PAINT ALL NEW STRUCTURAL, MISCELLANEOUS AND EMBEDDED STEEL, EXCEPT THOSE SURFACES IN CONTACT WITH CONCRETE, WITH ONE COAT OF APPROVED PRIMER. ANY SCARRED AREAS SHALL BE TOUCHED UP WITH THE SAME PAINT AFTER ERECTION. ALL BOLTED CONNECTIONS SHALL BE SNUG -TIGHTENED JOINTS UNLESS NOTED OTHERWISE. PROVIDE MECHANISM TO PREVENT NUTS IN SNUG - TIGHT JOINTS FROM BECOMING LOOSE (LOCK NUTS, LOCK WASHERS, JAM NUTS, BURRING THREADS AFTER INSTALLATION, ETC). ALL ANCHOR BOLT NUTS SHALL BE INSTALLED AS "SNUG TIGHT". PROVIDE LOCK WASHER, BURR THREADS, DOUBLE NUT, OR TACK WELD TO PREVENT NUT FROM BECOMING LOOSE. THE CONTRACTOR IS RESPONSIBLE FOR SETTING ALLANCHOR BOLTS AND EMBEDDED ITEMS ACCURATELY AND ENSURING THEYARE NOT DAMAGED DURING CONSTRUCTION. COSTS ASSOCIATED WITH REDESIGN DUE TO IMPROPERLY PLACED OR DAMAGED ANCHOR BOLTS OR EMBEDDED ITEMS SHALL BE ASSUMED BYTHE CONTRACTOR. STEEL CONSTRUCTION SHALL CONFORM TO AISC 303-10. PROVIDE WASHERS WHEN REQUIRED BY THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS (RCSC) "SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS" THERE SHALL BE NO FIELD CUTTING OF STRUCTURAL STEEL MEMBERS FOR THE WORK OF OTHER TRADES WITHOUT THE PRIOR APPROVAL OF THE ENGINEER OR AS NOTED. ALL WELDING SHALL CONFORM TO AWS D1.1. PROVIDE GROUT CONFORMING TO ASTM C1107 WHEN GROUT IS SPECIFIED ON THE DRAWINGS. STEEL DECK: STEEL DECK SHALL BE OF THE SIZE AND TYPE NOTED ON THE PLANS. ALL STEEL DECKING SHALL CONFORM TO ANSI/SDI RD-2010 STANDARDS. STEEL DECKING SHALL BE GALVANIZED PER ASTM A653, G60 UNLESS NOTED OTHERWISE. MINIMUM DECK GAGES ARE SHOWN ON THE PLANS AND ARE BASED ON 3-SPAN, UNSHORED CONDITIONS. SHORING OR HEAVIER DECK MAY BE REQUIRED FOR OTHER CONDITIONS, DEPENDING ON THE MANUFACTURER'S AND CONTRACTOR'S LAYOUT. THE DECK SUPPLIER SHALL CONFIRM THE DECK SIZE FOR THE ACTUAL LAYOUT AND PROVIDE THE ENGINEER OF RECORD WITH ENGINEERING CALCULATIONS OR PUBLISHED MANUFACTURER'S DATA VERIFYING THE SPECIFIED DECK REQUIREMENTS. PROVIDE ENGINEERED AND CHECKED SHOP DRAWINGS INDICATING LOCATION, GAGE, AND SIZE OF EACH PIECE OF DECKING. THE DRAWINGS SHALL CLEARLY SHOW WELDING DETAILS TO STRUCTURAL FRAMING AND SIDE LAP CONNECTION DETAILS. WHEREVER POSSIBLE THE METAL DECK SHALL BE CONTINUOUS OVER ALL SPANS IN THE DIRECTION INDICATED. ALL STEEL DECKING SHALL BE WELDED AT 61NCHES MAXIMUM ON CENTER TO THE SUPPORTING STEEL WITH 5/81NCH EFFECTIVE DIAMETER PUDDLE WELDS. ALTERNATIVELY, DECKING MAY BE ATTACHED TO EACH SUPPORT WITH HILITI X-EDNI 19 FASTENERS (OR APPROVED EQUAL) AT 6 INCHES ON CENTER. SIDELAP SEAMS SHALL BE CONNECTED WITH (3) #10-16 3/4" HW H TEK SCREWS (OR APPROVED EQUAL), EQUALLY SPACED BETWEEN EACH SUPPORTING BEAM. LOOSE ANGLE LINTELS: MASONRY VENEER LINTEL SUPPORT: THE STEEL FABRICATOR SHALL SUPPLY LOOSE LINTEL ANGLES OVERALL BRICK MASONRY OPENINGS AND RECESSES FOR BRICK VENEER. PROVIDE ANGLE SIZE AND BEARING LENGTH, EACH END PER THE SCHEDULE BELOW: OPENING WIDTH ANGLE SIZE BEARING LENGTH FACE OF BRICK SETBACK 3'-1"AND LESS L3%X3%X5/ifi 8" 3r4" •T-VTO 4'-4" L 5 X 3'6X 5/16 LLV 8" 3/4" > T-90 TO 7-00 L 6 X 4 X 5/16 LLV 8° 3/4" • 7'-0" TO 8-9" L 7 X 4 X 3r8 LLV 8" 7/8" •W-7"TO 11-5" L 8 X 4X'/. LLV 8" 7/8' ALL STEEL MASONRY VENEER SUPPORT ANGLES (OR OTHER SPECIFIED STEEL SECTIONS) SHALL BE GALVANIZED, UNLESS NOTED OTHERWISE. CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 301. CONCRETE SHALL HAVE A MAXIMUM WATER -CEMENT RATIO OF 0.45. SPECIFIED 28-DAY COMPRESSIVE STRENGTH (fc): SLAB -ON -PODIUM: 4000 PSI SLAB ON METAL DECK: 3000 PSI A CONCRETE STRENGTH TEST SHALL BE THE AVERAGE OF THE STRENGTH OF AT LEAST TWO 6 INCH DIAMETER BY 12 INCH TALL CYLINDERS OR AT LEAST THREE 41NCH DIAMETER BY 8INCH TALL CYLINDERS MADE FROM THE SAME SAMPLE OF CONCRETE AND TESTED AT28 DAYS. STRENGTH LEVEL OF AN INDIVIDUAL CLASS OF CONCRETE SHALL BE CONSIDERED SATISFACTORY IF BOTH OF THE FOLLOWING REQUIREMENTS ARE MET: A. EVERY ARITHMETIC AVERAGE OF ANY THREE CONSECUTIVE STRENGTH TESTS EQUALS OR EXCEEDS SPECIFIED I'm AND B. NO INDIVIDUAL STRENGTH TEST FALLS BELOW f, BY MORE THAN 500 PSI WHEN f, IS 5000 PSI OR LESS; OR BY MORE THAN 0.10xf. WHEN f'm IS MORE THAN 5000 PSI. CONCRETE SUPPLIED SHALL MEET THE REQUIREMENTS OF ACI 301-16, SECTION 4.2.2 FOR EXPOSURE CATEGORIES: SLAB -ON -PODIUM: FO, $0, WO, CO CONCRETE EXPOSED TO FREEZING: F2, SO, WO, CO SLAB ON METAL DECK: FO, SO, WO, CO CONTRACTOR SHALL SUBMIT A QUALITY CONTROL PLAN IN ACCORDANCE WITH ACI 301. SELF -CONSOLIDATING CONCRETE IS ALLOWED. WHERE CONSTRUCTION JOINTS ARE PERMITTED AND UTILIZED ROUGHEN CONCRETE SURFACE TO INTERNATIONAL CONCRETE REPAIR INSTITUTE CONCRETE SURFACE PROFILE CSP10 PRIOR TO CASTING FRESH CONCRETE. INSTALL 3/4" CHAMFERS ON ALL EXPOSED CONCRETE CORNERS. CURE CONCRETE USING PONDING, CONTINUOUS FOGGING, CONTINUOUS SPRINKLING, OR APPLICATION OF MATS OR FABRIC KEPT CONTINUOUSLY WET. CURE CONCRETE FOR THE LESSER OF SEVEN (7) DAYS AFTER PLACEMENT OR UNTIL THE CONCRETE HAS ATTAINED A STRENGTH EQUAL TO AT LEAST 70% OF fc FOR FIELD -CURED TEST SPECIMENS IN ACCORDANCE WITH ASTM C31 TESTED IN ACCORDANCE WITH ASTM C39. INTERIOR CONCRETE SLABS ON GRADE SHALL BE TROWEL FINISHED. EXTERIOR CONCRETE SLABS OR FLATWORK SHALL BE BROOM FINISHED. FORMED SURFACES SHALL BE SURFACE FINISH-2.0 (SF-2.0) IN ACCORDANCE WITH ACI 301-16, SECTION 5.3.3.3.b. PROVIDE A RUBBED FINISH FOR ALL FORMED SURFACES. ALL CONCRETE FORMWORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 301-16. SUBMIT MANUFACTURER'S DATA SHEET ON FORM TIES, EXPANSION JOINT MATERIAL. WATERSTOP MATERIALS AND SPLICES IN ACCORDANCE WITH ACI 301-16. SECTION 2.1.2.2. :H:iflIl67:C11MaiI1CTHHw]:UIdC[Ni4911:C691 S[KiDL ALL CONCRETE REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS OF ACI 301 SECTION 3 ALL REINFORCING STEEL BARS SHALL BE ASTM A615. MINIMUM YIELD STRENGTH OF STEEL BARS (fy) = 60 KSI REINFORCING STEEL SHOULD BE DETAILED AND PROVIDED SUCH THAT THE NUMBER OF SPLICES ARE MINIMIZED. LAP SPLICES SHALL BE CLASS B SPLICES UNLESS OTHERWISE NOTED. WHERE SPLICING IS REQUIRED, THE FOLLOWING MINIMUM SPLICE LENGTH IN INCHES SHALL BE PROVIDED: CLASS A CLASS B #3 BARS 19 25 #4 BARS 26 34 #5 BARS 32 42 #6 BARS 38 49 BENT BARS SHALL BE COLD BENT. HEAT -BENDING IS NOT PERMITTED. BENDS SHALL BE "STANDARD HOOKS" IN ACCORDANCE WITH ACI 301 SECTION 3 UNLESS NOTED OTHERWISE. FIELD WELDING OF REINFORCEMENT IS NOT PERMITTED UNLESS SPECIFICALLY NOTED OTHERWISE OR PERMITTED IN WRITING BY THE RESPONSIBLE ENGINEER OF THE DESIGN DRAWINGS. WELDED WIRE MESH SHALL CONFORM TO THE REQUIREMENTS OF ASTM A185. WELDED WIRE MESH SHALL BE 6x6-W4.OxW4.0 UNLESS NOTED OTHERWISE. SPLICE LENGTH FOR WELDED WIRE MESH SHALL BE 12 INCHES UNLESS NOTED OTHERWISE. MECHANICAL ANCHORS SHALL BE HILTI KWIK HUS-EZ SCREW ANCHORS CONFORMING TO THE REQUIREMENTS OF ICC-ES ESR-3027 FOR THE MANUFACTURE AND INSTALLATION OF THE ANCHOR. INSTALL ALL ANCHORS WITH 4" EFFECTIVE EMBEDMENT UNLESS NOTED OTHERWISE. ALTERNATIVELY, SIMPSON STRONG -TIE TITEN HD SCREW ANCHORS CONFORMING TO THE REQUIREMENTS OF ICC-ES ESR-2713 MAYBE SUBSTITUTED WITH THE SAME EMBEDMENT DEPTH. B]9SNIfl0G699SN1[elk 67N:101111:igaE6Y"99SNIi1ga11J1:121Kea 2BANi :1013 ADHESIVE ANCHORS SHALL BE DEWALT AC200+ADHESIVE ANCHORING SYSTEM CONFORMING TO THE REQUIREMENTS OF ICC-ES ESR-4027 FOR THE MANUFACTURE, INSTALLATION, AND INSPECTION OF THE ANCHOR SYSTEM. ALTERNATELY HILTI HIT-HY 200 ADHESIVE ANCHORING SYSTEM CONFORMING TO THE REQUIREMENTS OF ICC-ES ESR-3187 MAY BE SUBSTITUTED WITH THE SAM EMEBEDMENT LENGTH. ALL THREADED ROD SHALL BE ASTM A449 TYPE 1. HOT DIP GALVANIZE ALL THREADED ROD. NUTS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A563DH. ALL THREADED ROD SHALL BE CLEAN, STRAIGHT AND CONTINUOUSLY THREADED WITH UNC COARSE THREADS. INSTALL ALL ANCHORS WITH 5" EFFECTIVE EMBEDMENT UNLESS NOTED OTHERWISE. ALL HOLES SHALL BE HAMMER DRILLED. ANCHORS SHALL BE INSTALLED IN SURFACE DRY CONCRETE WITH CLEAN, DRY HOLES IN THE CONCRETE ('WATER SATURATED CONCRETE" CONDITIONS). THE MINIMUM ALLOWABLE AGE OF THE CONCRETE IS 21 DAYS. ryMENOMONEE SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION NOT PROVIDED IN THE SECTIONS BELOW. MATERIALS: a. ALL CONCRETE MASON RY UNIT (CM U) WALL ASSEMB U ES SHALL HAVE A M IN IM UM COMPRESSIVE STRE NGTH (fm) OF 2000 PSI, UNLESS OTHERWISE NOTED. b. REINFORCING SHALL BE GRADE 60 STEEL CONFORMING TO ASTM A615, UNLESS OTHERWISE NOTED. CONSTRUCTION: a. ALL MASONRY WALLS SHOWN ON STIR UCTURAL PLANS AR E LOAD-BEARIN G, UNLESS NOTED OTHE RWISE. b. SEE ARCHITECTURAL DRAWINGS FOR ALL OPENING DIMENSIONS AND LOCATIONS. C. ALL CELLS WITH VERTICAL REINFORCING AND ALL BOND BEAMS SHALL BE SOLID GROUTED PER THE FULL HE IG HT AND WIDTH OF WALL IN WHICH THEY ARE LOCATED. d. COM PRESSNE STRENGTH OF CM U ASSE MBLIES SHALL BE VERIFIED BY P RISM TESTIN G BE FORE AND D URI NG CONSTRUCTION. e. RUNNING BOND SHALL BE USED FOR ALL MASONRY WORK UNLESS OTHERWISE NOTED. I. SEE ARCHITECTURAL DRAWINGS FOR MASONRY VENEER JOINT LOCATIONS. g. HOLLOW MASONRY UNITS SHALL BE LAID WITH FULL MORTAR COVERAGE ON HORIZONTAL AND VERTICAL EDGES OF FACE SHELLS. WEBS SHALL ALSO BE BEDDED IN MORTAR AT ALL UNITS. In. GROUTING OPERATIONS FOR ANY SECTION WALL SHALL BE COMPLETED OVER 1-DAY DURATION WITH NO INTERRUPTIONS IN GROUTING PLACEMENT GREATER THAN 1-HOUR. GROUT PLACEMENT SHALL BE STOPPED 1 '/:° BELOW THE TOP COURSE OF BLOCK OR'/:° BELOW THE TOP OF BOND BEAMS TO BE COMPLETED DURING THE OPERATIONS THAT DAY TO FORM A KEY. REINFORCING: TYPICAL REINFORCING: 8" CMU: VERTICAL BARS: #5 AT 24" O.C. AT CENTERLINE HORIZONTAL BARS: (2) #4x CONT. AT B'-O" O.C. IN BOND BEAMS 12" CMU: VERTICAL BARS: #6 AT 24" O.C. AT EACH FACE HORIZONTALBARS: (2)#4x CONT.AT4'-0"O.C. IN BOND BEAMS a. MINIMUM WALL REINFORCING NOTED IN THIS SECTION SHALL BE PROVIDED TYPICALLY, UNLESS OTHERWISE NOTED ON PLANS, DETAILS AND WALL ELEVATIONS: b. PROVIDE JOINT REINFORCING AT ALL WALLS PER SPECIFICATIONS IN ADDITION TO HORIZONTAL REINFORCING REQUIREMENTS. C. WHERE SINGLE BAR HORIZONTAL REINFORCING IS PROVIDED, STAGGER THE PLACEMENT OF THE BARS EITHER SIDE OF THE VERTICAL BARS OVER THE HEIGHT OF THE WALL. d. PROVIDE ADDITIONAL REINFORCING AT WALL ENDS, OPENING JAMBS AND INTERSECTIONS. e. ADDITIONAL VERTICAL REINFORCING EACH SIDE OF OPENINGS SHALL RUN CONTINUOUS BETWEEN FOUNDATION AND FLOOR/ROOF AND FLOOR-TO-FLOOR/ROOF UNLESS SPECIFICALLY NOTED OTHERWISE. I. WHEN EACH FACE VERTICAL REINFORCING IS REQUIRED PLACE BAR CENTERLINES 2 5/8" FROM EACH FACE OF MASONRY, UNLESS OTHERWISE NOTED. g. LINTELS SHALL BE REINFORCED WITH (2) #5 X CONTINUOUS HORIZONTAL BARS IN LINTEL BLOCKS, UNLESS OTHERWISE NOTED (SEE ELEVATIONS). EXTEND THE REINFORCING S-4"PAST THE EDGE OF OPENING BELOW, EACH SIDE, WITH STANDARD ACI 90 DEGREE DOWNWARD HOOKS. WHERE LESS THAN 3'-4" IS NOTAVAILABLE BEFORE AN ADJACENT WALL END OR OPENING, EXTEND REINFORCING TO 3" CLEAR FROM ADJACENT WALL END OR OPENING EDGE AND PROVIDE STANDARD 90-DEGREE DOWNWARD HOOK. THIS MINIMUM LINTEL REINFORCING IS REQUIRED AT ALL NON -LOAD BEARING WALL AND INTERIOR PARTITION LINTEL CONDITIONS AS WELL. ALL LINTEL BEAMS SHALL HAVE A MINIMUM DEPTH OF 24 INCHES AND SHALL BE GROUTED SOLID FOR THEIR FULL LENGTH INCLUDING S-4" PAST EACH OPENING EDGE, FOR BOTH LOAD AND NON -LOAD BEARING WALLS APPLICATIONS. h. LINTELS SHALL HAVE #4 VERTICAL BAR STIRRUPS AT 160 ON CENTER ABOVE THE OPENING, UNLESS NOTED OTHERWISE. THESE BARS SHALL HAVE 180 DEGREE HOOKS AT THEIR ENDS ABOVE THE OPENING; 31NCHES CLEAR, WITH HOOK DIRECTIONS ALTERNATING WITH EVERY OTHER BAR. THESE BAR EXTEND 48 INCHES MINIMUM ABOVE THE OPENING; WHERE 48 INCHES IS NOT AVAILABLE, PROVIDE 135 DEGREE HOOKS AROUND TOP COURSE BOND BEAM REINFORCING. FOR LINTEL SECTIONS ABOVE OPENINGS THAT ARE GREATER THAN 48 INCHES TALL, PROVIDE TYPICAL VERTICAL AND HORIZONTAL REINFORCING IN ADDITION TO THE #4 VERTICAL BAR STIRRUPS DESCRIBED ABOVE. LINTEL STIRRUP REINFORCING SHALL BE PROVIDED AT BOTH LOAD AND NON -LOAD BEARING WALL APPLICATIONS. I. SILLS SHALL BE REINFORCED WITH (2) #5 X CONTINUOUS HORIZONTAL BARS IN BOND BEAMS AND EXTENDED T45 PAST THE EDGE OF OPENING ABOVE, EACH SIDE. WHERE LESS THAN T-4° IS NOT AVAILABLE BEFORE AN ADJACENT WALL END OR OPENING, EXTEND REINFORCING TO X CLEAR FROM ADJACENT WALL END OR OPENING EDGE AND PROVIDE STANDARD 90-DEGREE DOWNWARD HOOK. j. PROVIDE TWO COURSES OF BOND BEAMS WITH (2) #4X CONTINUOUS HORIZONTAL REINFORCING BARS EACH (4TOTAL) MINIMUM AT EACH FLOOR AND ROOF LINE SUCH THAT ONE FULL MASONRY COURSE OCCURS BELOW THE BOTTOM OF DECK ELEVATION, UNLESS NOTED OTHERWISE. k. PROVIDE ONE BOND BEAM WITH(2)#4 X CONTINUOUS HORIZONTAL REINFORCING BARS AT TOPS OF WALLS. I. AT CORNERS, PROVIDE ADDITIONAL CORNER BARS TO MATCH THE SIZE AND SPACING HORIZONTAL WALL REINFORCING, UNLESS OTHERWISE NOTED. THE LEGS OF THE CORNER BARS SHALL BE MINIMUM OF ONE LAP LENGTH EACH WAY FROM A STANDARD ACI REINFORCING BEND AT THE CORNER AND MATCH THE CONFIGURATION OF THE WALL CORNER PLAN LAYOUT. M. SEE DRAWING DETAIL SHEETS FOR ADDITIONAL REINFORCING REQUIREMENTS; ESPECIALLY AT JOIST, BEAM AND GIRDER CONNECTION LOCATIONS. n. DOWELS PERPENDICULAR TO MASONRY WALLS FOR SLABS OR OTHER CONCRETE CONSTRUCTION SHALL HAVE STANDARD ACI 318 90-DEGREE DOWNWARD HOOKS AROUND HORIZONTAL REINFORCING AND SHALL EXTEND A LAP LENGTH INDICATED IN THE SCHEDULE BELOW FROM THE FACE OF MASONRY WALL, UNLESS OTHERWISE NOTED. DOWELS SHALL BE SPACED TO MATCH THE VERTICAL WALL REINFORCING BELOW THE SLAB BEING CONNECTED, UNLESS OTHERWISE NOTED. o. ALL CELLS OF ALL LOAD -BEARING WALLS SHALL BE FILLED SOLID WITH CONCRETE GROUT FOR THE FULL LENGTH AND HEIGHT OF THE WALLS. P. ALL VERTICAL AND HORIZONTAL REINFORCING IS CONTINUOUS. PROVIDE LAP SPLICES AS REQUIRED FOR THE LENGTHS INDICATED IN THE SCHEDULE BELOW. COORDINATE LAP SPLICE LOCATIONS WITH FLOOR ELEVATIONS, TOPS OF WALLS AND LINTEL HORIZONTAL REINFORCING AS REQUIRED; SEE WALL ELEVATIONS FOR ANY SPECIFIC LOCATIONS AS INDICATED. 9 ALL REINFORCING STEEL SHALL BE SECURED AGAINST DISPLACEMENT PRIOR TO AND DURING GROUTING OPERATIONS BY WIRE POSITIONERS. POSITIONERS SHALL BE SPACED AT 240 ON CENTER ALONG EACH VERTICAL BAR LOCATION. r. REINFORCING BARS IN MASONRY WALLS SHALL NEVER BE CUT TO ALLOW FOR WORK FROM OTHER TRADES WITHOUT PRIOR APPROVAL FROM THE STRUCTURAL ENGINEER OF RECORD. LAP SPLICE SCHEDULE: VERTICAL TENSION AND COMPRESSION BARS: BAR SIZE #4 #5 #6 #7 #8 #9 LENGTH (IN.) 24 40 49 91 108 143 HORIZONTAL TENSION AND COMPRESSION BARS: BAR SIZE #4 #5 LENGTH (IN.) 37 70 a. SPLICES OF VERTICAL BARS SHALL BE PLACED NEXT TO EACH OTHER IN PLAN TO MAINTAIN THE SAME CLEAR DISTANCE TO THE FACE OF THE MASONRY BLOCK UNITS, NOT INSET INTO THE CELL SUCH THAT THE CLEAR SPACING BETWEEN ADJACENT BARS IS REDUCED. b. SPLICES OF HORIZONTAL BARS SHALL BE PLACED ABOVE OR BELOW THE BAR TO BE SPLICED TO MAINTAIN THE SAME CLEAR DISTANCE TO THE FACE OF THE MASONRY BLOCK UNITS, NOT INSET INTO THE CELL SUCH THAT THE CLEAR SPACING BETWEEN ADJACENT BARS IS REDUCED. ANCHORS: a. ALL POST INSTALLED ANCHORS SHALL BE INSTALLED INTO SOLID -GROUTED MASONRY CELLS PER MANUFACTURER'S RECOMMENDATIONS. b. ADHESIVE ANCHORS SHALL BE HILTI HIT-HY 270 ADHESIVE ANCHORING SYSTEM CONFORMING TO THE REQUIREMENTS OF ICC-ES ESR4143 FOR THE MANUFACTURE AND INSTALLATION OF THE ANCHOR SYSTEM. C. CASTANCHORS AND BOLTS SHALL BE INSERTED INTO WALL FOR THE EMBEDMENT DEPTH SHOWN IN THE DRAWING DETAILS, 5° MINIMUM, AND SURROUNDING CELLS WITHIN 1.5 TIMES THE EMBEDMENT DEPTH SHALL BE GROUTED SOLID TO ENCAPSULATE THE ANCHOR. SUBMITTALS: SUBMIT SHOP DRAWINGS THAT DEPICT REINFORCING LAYOUT FOR CMU WALLS THAT INDICATE THE TYPICAL REINFORCING AND ADDITIONAL REINFORCING REQUIREMENTS CALLED FOR IN THE STRUCTURAL DRAWINGS AND SPECIFICATIONS. MISCELLANEOUS: a. EMBEDDED PLATES WITH HEADED STUDS ANCHOR RODS OR DEFORMED BAR ANCHORS SHALL BE WET SET IN BOND BEAMS, AFTER GROUT PLACEMENT WHILE THE GROUT IS STILL PLASTIC. b. PRIOR TO INSTALLING HOLES GREATER THAN 41NCHES IN DIAMETER IN MASONRY WALLS THAT WERE NOT SPECIFICALLY DESIGNED FOR IN THE STRUCTURAL DRAWINGS, CONTACT STRUCTURAL ENGINEER OF RECORD FOR APPROVAL AND INSTALLATION REQUIREMENTS ROUGH CARPENTRY SEE SPECIFICATIONS FOR MATERIALS, CONSTRUCTION AND INSTALLATIONS REQUIREMENTS. SEE DELEGATED DESIGN FOR DESIGN TO BE PROVIDED BY WOOD FRAMING CONTRACTOR. PROVIDE AND INSTALLALL METAL HANGERS, STRAPS, TIES, CONNECTORS AND FRAMING ANCHORS AS INDICATED ON THE DRAWINGS. ALL FRAMING ANCHORS SHALL BE WOOD CONSTRUCTION CONNECTORS BY SIMPSON STRONG -TIE COMPANY. ALL CONNECTORS SHALL BE FULLY NAILED AND/OR BOLTED TO DEVELOP THE FULL STRENGTH OF THE CONNECTOR PER MANUFACTURERS SPECIFICATIONS. ALL CONNECTORS SHALL BE NAILED WITH CEMENT COATED COMMON WIRE NAILS OF THE SIZE REQUIRED BY THE CONNECTOR MANUFACTURER OR AS OTHERWISE SHOWN ON THE DRAWINGS. DO NOT NOTCH OR DRILL JOISTS, BEAMS OR LOAD BEARING STUDS WITHOUT PRIOR APPROVAL OF ARCHITECT/ENGINEER. DOUBLE UP FLOOR JOISTS UNDER PARTITIONS. ADD SUPPLEMENTARY FRAMING MEMBERS AND CONNECTIONS AS REQUIRED AROUND PENETRATIONS AND OPENINGS FOR OTHER DISCIPLINES SYSTEMS AND AS SHOWN ON ARCHITECTURAL DRAWINGS. ALL BOLTS AND LAG BOLTS TO BE ASTM A307, SIZES PER PLAN. ALL BOLTED JOINTS SHALL BE SNUG TIGHT. WASHERS SHALL BE USED BETWEEN THE WOOD AND ALL BOLT HEADS AND BETWEEN THE WOOD AND ALL NUTS, TO PREVENT CRUSHING OF THE WOOD. WASHERS SHALL BE A MINIMUM OF 5/32" THICK STEEL WITH A MINIMUM DIAMETER EQUAL TO THREE TIMES THE BOLT DIAMETER. DRILL BOLT HOLES 1/161NCH OVERSIZE EXCEPT WHERE NOTED LARGER. ALL NAILS TO BE COMMON WIRE OR EQUIVALENT DIAMETER AND LENGTH; EXCEPT USE RING SHANK NAILS FOR INSTALLATION OF ROOF SHEATHING. NO BOX NAILS ALLOWED. NAILS SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN FEDERAL SPECIFICATION FF-N-105B. SEE PLANS FOR TYPE AND SIZE OF NAILS REQUIRED. ALL NAILING TO BE IN ACCORDANCE WITH INTERNATIONAL BUILDING CODE TABLE 2304.10.1 UNLESS NOTED OTHERWISE. ALL ANCHORS BOLTS AT SILL PLATE TO CONCRETE FOUNDATION SHALL HAVE SIMPSON BP PLATE WASHERS AND HEX NUTS; SIZE TO MATCH ANCHOR BOLT DIAMETER. SAWN LUMBER: SAWN LUMBER DESIGN IS BASED ON THE NATIONAL DESIGN SPECIFICATIONS, 2015 EDITION. ALL STRESS -GRADE LUMBER IS TO BE SPRUCE -PINE -FIR NO. 1/NO. 2 (UNLESS NOTED OTHERWISE IN THE DRAWINGS). IT IS ACCEPTABLE TO USE AN ALTERNATIVE TYPE OF STRESS -GRADE LUMBER, BUT IT MUST MEET, AT A MINIMUM, THE FOLLOWING REQUIREMENTS: A. 875 PSI MINIMUM BENDING STRESS, Fb B. 1,150 PSI IN COMPRESSION PARALLEL TO GRAIN, Fc C. 135 PSI IN SHEAR PARALLEL TO GRAIN, Fv D. 1,400,000 PSI MODULUS OF ELASTICITY, E E. 0.42 SPECIFIC GRAVITY, G LAMINATED VENEER LUMBER (LVL) SHALL HAVE, AT MINIMUM, THE FOLLOWING REQUIREMENTS: A. 2.600 PSI MINIMUM BENDING STRESS, Fb B. 2,300 PSI IN COMPRESSION PARALLEL TO GRAIN, Fc C. 285 PSI IN SHEAR PARALLELT TO GRAIN, Fv D. 2,000,000 PSI MODULUS OF ELASTICITY, E PARALLEL STRAND LUMBER (PSL) SHALL HAVE, AT A MINIMUM, THE FOLLOWING REQUIREMENTS: A. 2,900 PSI MINIMUM BENDING STRESS, Fb B. 2,900 PSI IN COMPRESSION PARALLEL TO GRAIN, Fc C. 290 PSI IN SHEAR PARALLELT TO GRAIN, Fv D. 2,000,000 PSI MODULUS OF ELASTICITY, E SEE WALL ELEVATIONS FOR BEARING WALL AND SHEAR WALL FRAMING REQUIREMENTS THAT SUPERSEDE INFORMATION PROVIDED IN THESE NOTES. AT EXTERIOR AND INTERIOR LOAD -BEARING WALLS (2x6 WALL STUD FRAMING); ALL HEADERS U.N.O. SHALL BE TRIPLE 2X MEMBERS WITH 1/2" PLYWOOD FULL DEPTH AND LENGTH SPACERS OR TRIPLE LVL 1 3/4"; CONNECT (3) all), (3) 2x12 MEMBERS AND (3) LVL 1 3/4" TOGETHER WITH (3) EVEN ROWS OF 16d NAILS AT 12" O.C.(STAGGER EACH FACE AND WITH INTERIOR PLY AT 4" O.C., CONNECT (3) 2x6 AND (3) 2x8 MEMBERS TOGETHER WITH (2) ROWS OF lad NAILS AT 12" O.CtSTAGGER EACH FACE AND WITH INTERIOR PLY AT 4" O.C.) ALL JACK STUDS SUPPORTING LOAD BEARING HEADERS SHALL BE 2X6. SEE PLAN AND DETAILS FOR NUMBER OF JACK STUDS REQUIRED. AT INTERIOR WALLS NOT DETAILED TO BE INDEPENDENT (2x4 WALL STUD FRAMING WITHOUT TOP SLIP CONNECTIONS); ALL HEADERS OVER OPENINGS LESS THAN 5'4" SHALL BE DOUBLE 2x8 MEMBERS WITH 1/2" PLYWOOD FULL DEPTH AND LENGTH SPACERS; CONNECT (2) 2x8 MEMBERS TOGETHER WITH (2) ROWS OF 10d NAILS AT 8" O.C. (STAGGER EACH FACE AT 4" O.C.). SEE PLAN AND ELEVATIONS FOR OPENINGS WIDER THAN 5'4". AT INTERIOR WALLS DETAILED TO BE INDEPENDENT (2x4 WALL STUD FRAMED PARTITIONS WITH TOP SLIP CONNECTIONS); ALL HEADERS SHALL BE DOUBLE 2x6 MEMBERS WITH 1/2" PLYWOOD FULL DEPTH AND LENGTH SPACERS; CONNECT (2) 2x6 MEMBERS TOGETHER WITH (2) ROWS OF 10d NAILS AT 12" O.C. (STAGGER EACH FACE AT 6" O.C.), UNLESS OTHERWISE NOTED. AT ALL CORNERS, PROVIDE TRIPLE 2x WALL STUDS, UNLESS OTHER WISE NOTED. ALL WOOD FRAMING SHALL BE TREATED WHEN IN CONTACT WITH CONCRETE OR MASONRY UNLESS AN APPROVED BARRIER IS PROVIDED. IN ADDITION, TREAT ALL WOOD FRAMING EXPOSED TO SOIL, MOISTURE OR WEATHER. AT EXPOSED CONDITIONS WITH TREATED WOOD CONNECTORS SHALL BE GALVANIZED AS PER THE MANUFACTURER'S RECOMMENDATIONS AND SHALL BE TAKEN INTO ACCOUNT FOR THE CHEMICAL TREATMENT USED IN THE WOOD. ALL FASTENER MATERIAL USED SHALL MATCH THE MATERIAL USED IN THE CONNECTOR. WOOD SHEATHING SHEATHING INSTALLATION SHALL BE IN CONFORMANCE WITH APA RECOMMENDATIONS. ALLOW 1/8" SPACING AT PANEL ENDS AND EDGES, UNLESS OTHERWISE RECOMMENDED BY THE PANEL MANUFACTURER. DUE TO CONSTRUCTION CONDITIONS TEMPORARY EXPANSIONS JOINTS MAY BE REQUIRED IN FLOOR AND ROOF SHEATHING INSTALLATION. ALL PLYWOOD SHALL BE A MINIMUM OF 24 INCHES WIDE, UNSANDED, EXTERIOR GRADE, SPANNING A MINIMUM OF 3 JOISTS, RAFTERS, OR STUDS, ORIENTED WITH THE LONG DIRECTION PERPENDICULAR TO THE SUPPORTING MEMBERS. AT ALL EXTERIOR WALLS; PROVIDE 7/165 ORIENTED STRAND BOARD (OSB) SHEATHING OVER ALL EXTERIOR FACES OF BUILDING, BOTH SIDES OF PARAPETS; SEE SPECIFICATIONS. INSTALL SHEATHING VERTICALLY WITH STAGGERED JOINTS, PROVIDE 2X BLOCKING ATALL PANEL JOINTS; MINIMUM, UNLESS OTHERWISE NOTED. THE MINIMUM AREA OF EACH SHEET SHALL BE 8 SQ.FT. NAIL SHEATHING TO ALL FRAMING MEMBERS, BLOCKING AND BOUNDARIES WITH COMMON NAILS, ad NAILS AT 6" O.0 AT ALL PANEL EDGES AND BOUNDARIES AND ad NAILS AT 12" O.0 IN FIELD OR STAPLE WITH 16 GAUGE x 1 %° STAPLES AT 6" O.0 AT ALL PANEL EDGES AND BOUNDARIES AND 6" O.0 IN FIELD. WHERE DOUBLE 2X WALL STUDS OCCUR, PROVIDE FASTENERS AT 6"O.C. TO EACH STUD, STAGGERED. SEE SHEAR WALL ELEVATIONS FOR EXTERIOR WALL LENGTHS INDICATED AS SHEAR WALLS ON THE PLANS. AT ALL INTERIOR SHEAR WALLS; ALL PLYWOOD WALL SHEATHING SHALL BE PROVIDED AND INSTALLED AS INDICATED ON THE PLANS. PLYWOOD SHALL BE 15/32" THICK APA STRUCTURAL 1 RATED SHEATHING EXPOSURE 1, WITH 40/20 SPAN RATING. SEE SPECIFICATIONS FOR MATERIALS AND CONSTRUCTION REQUIREMENTS FOR WOOD SHEATHING. NAIL PANELS TO ALL SUPPORTS AS NOTED ON THE DRAWINGS. THE MINIMUM AREA OF EACH SHEET SHALL BE 8 SQ. FT. NAILING SHALL BE AS SHOWN ON THE DRAWINGS. SHEAR WALL SHEATHING SHALL BE BLOCKED WITH ZX FRAMING AT ALL PANEL JOINTS; MINIMUM UNLESS NOTED OTHERWISE IN THE DRAWINGS. SEE WALL ELEVATIONS FOR NAILING PATTERN REQUIREMENTS. ALL NAILS SHALL BE COMMON NAILS. ALL STRUCTURAL WOOD PANEL FLOOR SHEATHING SHALL BE PROVIDED AND INSTALLED AS INDICATED ON THE PLANS. STRUCTURAL WOOD PANELS SHALL BE 23/32" THICK APA RATED STUD-1- FLOOR EXPOSURE 1, WITH 40/20 SPAN RATING. SEE SPECIFICATIONS FOR MATERIALS AND CONSTRUCTION REQUIREMENTS FOR WOOD SHEATHING. NAIL PANELS TO ALL SUPPORTS AS NOTED ON THE DRAWINGS. THE MINIMUM AREA OF EACH SHEET SHALL BE 8 SO. FT. NAILING AND BLOCKING SHALL BE AS SHOWN ON THE DRAWINGS. PANEL EDGES SHALL BE TONGUE AND GROOVE. PANELS SHALL BE GLUED TO ALL SUPPORTS. NAIL PANELS TO ALL SUPPORTS AS NOTED ON THE DRAWINGS WITH A MINIMUM OF IOU COMMON NAILS AT 6" ON CENTERAT SUPPORTED PANEL EDGES AND 12" ON CENTER TO INTERMEDIATE SUPPORTS. ALL STRUCTURAL WOOD PANEL ROOF SHEATHING SHALL BE PROVIDED AND INSTALLED AS INDICATED ON THE PLANS. STRUCTURAL WOOD PANELS SHALL BE 19/32" OR 5/8" APA-RATED EXPOSURE 1, WITH 4020 SPAN RATING, ORIENTED STRAND BOARD (OSB) SHEATHING (4' X S. SHEET) WITH 2-SPAN LAY-UP, STAGGERED. ALL ROOF SHEATHING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS, PANEL EDGES SHALL BE SUPPORTED BY TWO PANEL EDGE CLIPS PER SPAN OR PROVIDE TONGUE AND GROOVE EDGES (U.O.N.). THE MINIMUM AREA OF EACH SHEET SHALL BE 8 SQUARE FEET. ATTACH ALL PANEL EDGES TO SUPPORTS, EDGE MEMBERS AND BLOCKING WITH 1Od RINK -SHANK NAILS AT 6" O.C. AND 12" O.C. IN FIELD, UNLESS OTHERWISE NOTED ON FRAMING PLANS. AT ROOF EDGE AND CORNER ZONES, SEE SHEET S2-115, INCREASE PANEL EDGE NAILING TO 30 AND 4° O.C. IN FIELD. SEE SPECIFICATIONS FOR MATERIALS AND CONSTRUCTION REQUIREMENTS FOR WOOD ,Jiff W O U L P E R T ARCNITECTUREj NGINEERINGIGEWATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E r WO 10 W E OL O E U � J•� J K W rUn U) c K o O c � � m % N Q) '/�1 am (rJ m o u Q my �^\, a% U c `0 W m co O c cu �U Q Issuances: REV DESCUM w MTE 0 Issued For Building 3 Review 10/12/18 1 Issued For Building 3 Per not 06/10119 Prom. No.: 074904 Date: 10/12/18 Sheet Name: GENERALNOTES RELEASED FOR CONSTRUCTION Subject to compliance with all regulations at State and Local Codes City of Carmel 1,"`Uu,Ao� DATE: 10/31/19 INSTALLATION SHALL BE PERFORMED BY PERSONNEL CERTIFIED IN ACCORDANCE WITH THE ACl/CRSI ADHESIVE ANCHOR INSTALLER CERTIFICATION PROGRAM, OR EQUIVALENT. E+0*111I11 3 5 7 �i N EL EL RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Camel (� 1 N"1630 0 9 11PJV.N� SEE SPECIFICATIONS FOR MATERIAL, CONSTRUCTION, FABRICATION AND INSTALLATION REQUIREMENTS SEE DELEGATED DESIGN SECTION FOR ADDITIONAL REQUIREMENTS. ALL ROOF TRUSSES SHALL BEAR AT ELEVATION PROVIDED ON ROOF FRAMING PLANS AND TOP CHORDS SHALL SLOPE AS INDICATED DEPTH OF TRUSSES TO BE DETERMINED BY TRUSS MANUFACTURER AS REQUIRED TO RESIST SPECIFIED LOADS. ALL FLOOR TRUSSES SHALL HAVE A DEPTH OF 18 INCHES FROM TOP OF TOP CHORD TO BOTTOM OF BOTTOM CHORD; UNLESS OTHERWISE NOTED. ROOF TRUSSES SHALL BE DESIGNED WITH ALL FRAMING INTEGRAL W ITH MAIN SPAN CONFIGURATIONS REQUIRED TO SUPPORT THE PARAPETS AND THEIR ASSOCIATED GRAVITY AND WIND LOADING. ALL REQUIRED KICKERS SHALL BE BUILT INTO THE TRUSS CONFIGURATIONS WHICH WILL BE COVERED WITH ROOF SHEATHING TO FORM CRICKETS AROUND THE PERIMETER OF THE BUILDING PARAPETS SHALL DESIGNED TO LIMIT VERTICAL DEFLECTION TO SPAN 1360 BASED ON 10-YEAR RECURRENCE INTERVAL ALLOWABLE WIND: EQUIVALENTT076 MPH ULTIMATE 3-SECOND GUST WIND VELOCITY. 0140 0101217R•Y•9AaWlW,WAa.]MIL TAAa7A1071 C4IT, lOTKola 'ZYD71Kola IIIa7OIIIi R-11171aaI9iaq AA31a ALL FLOOR TRUSSES SHALL BE SPACED ATA MAXIMUM OF 24" ON CENTER UNLESS NOTED OTHERWISE. SHORT JACK TRUSSES SHALL BE USED AT THE PERIMETER SUPPORTED BY MULTIPLE TRUSSES (DOUBLE LINE INDICATED IN PLAN) TO PROVIDE BOTTOM BEARING AT DOUBLE TOP PLATE OF WALL STUDS AND INTEGRAL PARAPET FRAMING. ROOF AND FLOOR TRUSS LAYOUTS ON STRUCTURAL DRAWINGS ARE PROVIDED FOR SCHEMATIC REPRESENTATION. ACTUAL FINAL DESIGN AND LAYOUT SHALL BE PROVIDED BY WOOD TRUSS SUPPLIER. THE DESIGN LAYOUT AND DETAILS MUST BE APPROVED THROUGH SHOP DRAWINGS APPROVAL BY THE ENGINEER OF RECORD PRIOR TO DESIGN, PROCUREMENT, FABRICATION AND INSTALLATION. WALLS MUST BE CONTINUOUS BETWEEN SUPPORT CONDITIONS FROM FLOOR -TO -FLOOR; EITHER BY BOTTOM BEARING TRUSSES, BLOCKING OR THE ROOF DECK. NO HINGES OR SPLICES IN THE WALLS SHALL BE PROPOSED BY ALTERING THE SUPPORT CONDITIONS WITHOUT SUFFICIENT BRACING DETAILED THAT MEETS APPROVAL BY THE ENGINEER OF RECORD. TRUSS LAYOUT SHALL BE COORDINATED WITH THE MECHANICAL, ELECTRICAL, AND PLUMBING SUBCONTRACTORS PRIOR TO SUBMISSION OF TRUSS SHOP DRAWINGS, FABRICATION AND INSTALLATION TO ENSURE THE PROPOSED LAYOUT PROVIDES NECESSARY CLEARANCES FOR THE MECHANICAL, PLUMBING AND ELECTRICAL TRADE ELEMENTS, FIXTURES, DUCTING AND PIPING. COORDINATE SIZE AND LOCATION OF ALL FLOOR OPENINGS WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. DESIGN LOADING (ALLOWABLE STRESS): ROOF TRUSSES: DESIGN ALL TRUSSES TO SU PPORT W EIGHT OF BUILT-UP ROOF OVER INSULATION. DEAD LOAD = 25 PSF EXCLUDING SELF -WEIGHT OF TRUSSES. ALLOCATE LOADING; TOP CHORD 15 PSF, BOTTOM CHORD 10 PSF. LIVE LOAD = 20 PSF BASIC ROOF SNOW LOAD = 20 PSF MINIMUM SEE SNOW DRIFT DIAGRAM ON SHEET S2-115 FOR LOCATIONS, MAGNITUDES AND LENGTH OF LOADS THAT ARE IN ADDITION TO THE MINIMUM ROOF SNOW LOAD OF 20 PSF. FLOOR TRUSSES: DESIGN FLOOR TRUSSES FOR 55 / 15 / 0 / 5 LOADING; LIVE LOAD, TOP CHORD DEAD LOAD, BOTTOM CHORD LIVE LOAD, BOTTOM CHORD DEAD, UNLESS OTHERWISE NOTED. DESIGN ROOF TRUSSES FOR ADDITIONAL 35 PSF LIVE LOAD TO ACCOUNT FOR AT LEAST 6INCHES OF WATER ACCUMULATION AROUND ROOF DRAINS; THIS LOAD IS NOT IN ADDITION TO 20 PSF SNOW LOAD. THIS LOAD MAY BE REDUCED BY THE ROOF SLOPE WITH DISTANCE FROM THE DRAIN. DESIGN ALL ROOF TRUSSES FOR UPWARD AND DOWNWARD PRESSURES DUE TO WIND LOADS INCLUDING THE EFFECT OF PARAPETS FOR ASCE 7-10 LOAD COMBINATIONS. SEE WIND NET UPLIFT DIAGRAM ON SHEET S2-115 FOR 0.6 x DEAD -0.6 x WIND UPLIFT LOAD CASE (ALLOWABLE) ALL ROOF AND FLOOR GIRDER TRUSSES SHALL BE DESIGNED WITHOUT THE REPETITIVE MEMBER STRESS INCREASE FOR BENDING, REGARDLESS OF THE NUMBER OF PLIES MAKING UP THE TRUSS. AT BUILDING PERIMETER WALLS AND SHEAR WALLS, WOOD SHEAR PANELS SHALL BE PROVIDED BETWEEN TRUSSES, EACH HAY, UNLESS OTHERWISE NOTED. SHEAR PANELS SHALL BE DESIGNED FOR THE LOADS LISTED ON THE SHEAR WALL ELEVATION SCHEDULE. SHEAR PANEL CONNECTIONS SHALL BE DESIGNED BY THE WOOD TRUSS SUPPLIER FOR SHEAR INDICATED. TEMPORARYAND PERMANENT BRIDGING OF WOOD TRUSSES SHALL BE PROVIDED IN ACCORDANCE WITH THE TRUSS PLATE INSTITUTE, INC. PUBLICATION HIB-91, BCSI, GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RESTRAINING, 6 BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. TEMPORARY BRIDGING SHALL BE FURNISHED BY THE SUPPLIER AS REQUIRED TO MAINTAIN TRUSS STABILITY, SPACING AND PREVENT BUCKLING DURING ERECTION. THE FOLLOWING PERMANENT BRIDGING SHALL BE PROVIDED: BOTTOM CHORD: CONTINUOUS HORIZONTAL 2x4 AT 8'-0" ON CENTER, TYPICAL. IN ADDITION, PROVIDE HORIZONTAL DIAGONAL BRIDGING AT 45 DEGREE ANGLE BETWEEN BRIDGING LINES AT END OF THE BUILDING AND LESS THAN 20'-0" INTERVALS THROUGHOUT THE ROOF PLAN. WEB MEMBERS: CONTINUOUS HORIZONTAL BRIDGING AT 12'-0" ON CENTER. IN ADDITION, PROVIDE HORIZONTAL DIAGONAL BRIDGING AT 45 DEGREE ANGLE BETWEEN BRIDGING LINES AT END OF THE BUILDING AND LESS THAN 20'-0" INTERVALS THROUGHOUT THE ROOF PLAN. ADDITIONAL LOADS FROM SERVICES ON OTHER DISCIPLINES DRAWINGS; ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION, SHALL BE INCLUDED IN THE DESIGN OF THE TRUSSES. CONTRACTOR SHALL COORDINATE THESE LOADS WITH THE TRUSS SUPPLIER PRIOR TO DESIGN, FABRICATION AND INSTALLATION. THE CONTRACTOR SHALL COORDINATE ANY LOADS DUE TO MECHANICAL EQUIPMENT, DUCTS, SPRINKLER LINES AND MISCELLANEOUS LOADS HUNG FROM THE TRUSSES OR SECONDARY FRAMING (OR DECK) SUPPORTING THESE LOADS WITH THE TRUSS MANUFACTURER PRIOR TO FABRICATION AND INSTALLATION. THESE LOADS SHALL INCLUDE LIGHTS AND KNOWN TENANT IMPROVEMENT ITEMS. WEB LEAVE -OUTS SHALL BE PROVIDED AS REQUIRED TO ALLOW FOR ROUTING OF MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION SYSTEMS AS INDICATED ON DRAWINGS. CONTRACTOR SHALL COORDINATE THESE LOCATIONS W ITH THE TRUSS SUPPLIER PRIOR TO DESIGN. FABRICATION AND INSTALLATION. TRUSSES SHALL BE CONNECTED TO BUILDING SYSTEMS WITH SIMSPON STRONG -TIE HURRICANE CLIPS OR EQUIVALENT TO RESIST UPLIFT FORCES AND SHEAR FROM OUT -OF -PLANE WALL LOADS. DO NOT REMOVE OR CUT ANY TRUSS MEMBERS. DELEGATED DESIGN AND DEFERRED SUBMITTALS ARE ITEMS DESIGNED BY OTHERS. SHOP DRAWINGS AND CALCULATIONS SHALL BE GENERATED FOR THE DESIGN AND FABRICATION OF ALL DELEGATED DESIGN AND DEFERRED SUBMITTALS ITEMS INDICATED BELOW. THESE DRAWINGS AND CALCULATIONS SHALL BE SEALED AND SIGNED BY A PROFESSIONAL ENGINEER IN INDIANA. FOR ITEMS INDICATED AS'DESIGNED BY THE CONTRACTOR" 'DESIGNED BY SUPPLIER" 'DESIGNED BY FABRICATOR' AND 'DESIGNED BY INSTALLER", IF THESE ENTITIES ARE NOT PROVIDING THEIR OWN ENGINEERING WITH THEIR DESIGNS COMPLETED BY A PROFESSIONAL ENGINEER WHO WILL SEAL AND SIGN THEIR SUBMITTALS THEN THESE ENTITIES WILL INDEPENDENTLY CONTRACT THIRD PARTYTO PROVIDE THIS SERVICE ON THEIR BEHALF. UNLESS SPECIFIED ON THE DRAWINGS ORIN THE SPECIFICATIONS, DELEGATED DESIGN ITEMS SHALL BE DESIGNED FOR ALL CODE DEFINED LOADS PLUS INDUSTRY STANDARD LOADS INCLUDING GRAVITY LOADS AND LATERAL LOADS DUE TO WIND AND SEISMIC. SEETHE RELEVANT SECTIONS OF THE GENERAL NOTES SHEETS FOR ADDITIONAL DESIGN REQUIREMENTS. CALCULATIONS SHALL INCLUDE REVIEW OF THE CAPACITIES OF ALL SUPPORTING STRUCTURAL ELEMENTS INCLUDING LOCAL STRESSES DUE TO THE CONNECTION METHODS SELECTED. ADDITIONALLY, THE CALCULATIONS AND DRAWINGS SHALL CLEARLY INDICATE THE MAGNITUDES AND DIRECTIONS OF THE LOADS IMPARTED ON THE SUPPORTING STRUCTURAL ELEMENTS. THE LOADING CRITERIA USED FOR DESIGN OF THE DELEGATED DESIGN SYSTEMS AND COMPONENTS SHALL BE CLEARLY INDICATED ON THE DRAWINGS AND CALCULATIONS, REGARDLESS OF WHETHER THEY ARE MANDATED BY THE ENGINEER OF RECORD BY WAY OF THE DRAWING AND SPECIFICATIONS OR DERIVED BY THE DESIGNER. MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION COMPONENTS: ROOF -TOP UNITS: DESIGN OF THE MECHANICAL UNIT CURB, CONNECTIONS OF THE UNITTO THE CURB AND CONNECTIONS OF THE CURB TO STRUCTURE SHALL BE PROVIDED BY THE MECHANICAL UNIT CONTRACTOR. ADDITIONAL SUPPORT FRAMING FOR SUPPORTING THE GRAVITY AND LATERAL LOADS SHALL BE DESIGNED, ENGINEERED AND PROVIDED IF IT IS NOT INDICATED ON THE STRUCTURAL DRAWINGS. IF ADDITIONAL SUPPORT FRAMING IS PROVIDED, THE STRUCTURAL ADEQUACY SHALL BE VERIFIED FOR ALL ASCE 7-10 LOAD COMBINATIONS. SHOPS DRAWINGS AND CALCULATIONS PROVIDED BY THE MECHANICAL CONTRACTOR SHALL PROVIDE DETAILS INDICATING THESE CONNECTIONS. SUPPORTAND BRACING OF DUCTWORK, PIPING, CONDUIT AND CABLE TRAYS ASSOCIATED WITH MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION COMPONENTS SHALL BE PROVIDED BY THE CONTRACTOR INSTALLING THE COMPONENTS. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. SUPPORTS FOR INTERIOR FINISHES AND ACCOUTERMENTS: INTERIOR PARTITIONS, SOFFITS AND STOREFRONT SYSTEMS NOT PART OF THE MAIN BUILDING SHELL SHALL BE DESIGNED BY THE SUPPLIER. SUPPORTS AND CONNECTION TO STRUCTURE REQUIRED FOR ARTWORK, SPECIALTY LIGHTING SYSTEMS, M ONITORSO, VIDEO EQUIPMENTAND PROJECTION SCREENS, TELEVISIONS AND ANY OTHER MISCELLANEOUS ITEMS SHALL BE PROVIDED BY THE SUPPLIER. WINDOWS, STOREFRONTS, GLAZING AND CURTAIN WALL SYSTEMS: ALL EXTERIOR AND INTERIOR GLAZING SYSTEMS AND THEIR CONNECTIONS TO STRUCTURE SHALL BE DESIGNED BY THE SUPPLIER. CONNECTION LOCATIONS SHALL BE CLEARLY INDICATED AND COORDINATED WITH ARCHITECTURAL AND STRUCTURAL DETAILS. GLAZING SYSTEMS SHALL TRANSFER FORCES DUE TO PRESSURE FROM WIND TO THE HEAD, SILL, AND JAMBS BASED ON THE TRIBUTARY AREA AS IF THE OPENING WAS A SOLID PANEL UNLESS NOTED OTHERWISE THESE CONNECTIONS SHALL BE DESIGNED BY THE GLAZING SUPPLIER. GLAZING SUPPLIER SHALL COORDINATE THEIR DETAILS WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS, AND COMMUNICATE ANY DESIGN REQUIREMENTS NECESSARY FOR THE INSTALLATION OF THEIR SYSTEMS PRIOR TO CONSTRUCTION. SKYLIGHT FRAMING SYSTEMS: THE GLAZING, GLAZING SUPPORT MEMBERS, CURBS AND THEIR ATTACHMENT TO THE MAIN STRUCTURAL SYSTEM SHALL BE DESIGN BY THE SUPPLIER. RAILING AND GUARDRAILS THE INTERIOR AND EXTERIOR RAILING AND GUARDRAILS SHALL BE DESIGN BY THE FABRICATOR. UNLESS SPECIFICALLY DETAILED ON THE ARCHITECTURAL OR STRUCTURAL DRAWINGS, THE FABRICATOR SHALL DESIGN THE CONNECTIONS TO STRUCTURE AND VERIFY THE CAPACITY OF THE RECEIVING STRUCTURAL ELEMENTS FOR LOADS DUE TO THEIR CONNECTIONS. PREFABRICATED WOOD TRUSSES: FABRICATOR SHALL BE RESPONSIBLE FOR ALL MEMBER AND CONNECTION DESIGN AND DETAILING, AND FOR ALL DIMENSIONING,COORDINATION, AND ERECTION OF TRUSSES. CONTRACT DOCUMENTS SHOW ONLY BASIC LOCATIONS AND CONFIGURATIONS REQUIRED FOR TRUSSES. DETAILED POSITIONING AND SPACING OF TRUSSES IS THE RESPONSIBILITY OF THE FABRICATOR. SEE GENERAL NOTES FOR DESIGN CRITERIA. WOOD ROOF TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS FOR REVIEW. THE SHOP DRAWINGS SHALL INCLUDE PLACING PLANS OF ALL TRUSSES CLEARLY LABELED, DETAILS OF TRUSS CONNECTIONS AND ANCHORAGES DETAILS OF METAL CONNECTORS USED AT JOINTS AND ENGINEERING DESIGN DATA. THE ENGINEERING DESIGN FOR EACH TYPE OF TRUSS SHALL INCLUDE; TRUSS LOCATION IDENTIFICATION, ALL LOADING AND REACTIONS, WOOD SPECIES AND TRUSS GRADES, MEMBER STRESSES, JOINT CONNECTIONS, CONFIGURATION, TRUSS TO TRUSS CONNECTIONS, BRACING FOR LATERAL STABILITY OF THE COMPLETED. FRAMING SYSTEM. THE TRUSS MANUFACTURER/SUPPLIER SHALL SUPPLY DESIGN AND CONNECTION HARDWARE FOR ALL TRUSS CONNECTIONS. SHOP DRAWINGS AND CALCULATIONS MUST BE SIGNED AND SEALED BY A STRUCTURAL ENGINEER LICENSED IN INDIANA. SHOP DRAWINGS: SUBMIT SHOP DRAWINGS SHOWING SPECIES, SIZES AND STRESS GRADES OF LUMBER TO BE USED; PITCH SPAN, CAMBER, CONFIGURATION AND SPACING FOR EACH TYPE OF TRUSS REQUIRED; TYPE, SIZE, MATERIAL, FINISH, DESIGN VALUE, AND LOCATION OF METAL CONNECTOR PLATES; AND BEARING AND ANCHORAGE DETAILS. SUBMIT CALCULATIONS FOR TRUSS DESIGN. SHOP DRAWINGS AND CALCULATIONS SHALL BE SIGNED AND STAMPED BY A STRUCTURAL ENGINEER LICENSED TO PRACTICE IN STATE WHERE THE PROJECT IS LOCATED. TO THE EXTENT ENGINEERING DESIGN CONSIDERATIONS ARE INDICATED AS FABRICATOR'S RESPONSIBILITY, SUBM IT DESIGN ANALYSIS AND TEST REPORTS INDICATION LOADING, SECTION MODULUS, ASSUMED ALLOWABLE STRESS, STRESS DIAGRAMS AND CALCULATIONS, AND SIMILAR INFORMATION NEEDED FOR ANALYS IS AND TO ENSURE THAT TRU SSES COMPLY WITH REQUIREMENTS. SPECIAL INSPECTION AS SPECIFIED IS REQUIRED OF THE MATERIALS, INSTALLATION, FABRICATION, ERECTION OR PLACEMENT OF COMPONENTS AND CONNECTIONS REQUIRING SPECIAL EXPERTISE TO ENSURE COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS AND REFERENCED STANDARDS. SPECIAL INSPECTORS SHALL MEET THE MINIMUM QUALIFICATIONS OF INTERNATIONAL BUILDING CODE 2015 SECTION 1704.2.1. CERTIFICATION IN ACCORDANCE WITH THE INTERNATIONAL CODE COUNCIL'S NATIONAL CERTIFICATION PROGRAM FOR SPECIAL INSPECTION QUALIFIES AS HAVING MET THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE 2015, SECTION 1704.2.1. EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A MAIN WIND- OR SEISMIC -FORCE -RESISTING SYSTEM, DESIGNATED SEISMIC SYSTEM ORA WIND -OR SEISMIC -RESISTING COMPONENT LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL PRIOR TO THE COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL CONTAIN THE FOLLOWING: 1. ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS; 2. ACKNOWLEDGEMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS APPROVED BY THE ENGINEER OF RECORD; 3. PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTOR'S ORGANIZATION, THE METHOD AND FREQUENCY OF REPORTING AND TH E DISTRIBUTION OF THE REPORTS; AND 4. IDENTIFICATION AND QUALIFICATIONS OF THE PERSON(S) EXERCISING SUCH CONTROL AND THEIR POSITIONS) IN THE ORGANIZATION. BEARING WALL SYSTEMS: TIMBER WALLS DESIGNATED AS SHEAR WALLS MOMENT -RESISTING FRAME SYSTEM: FIRST FLOOR STEEL MOMENT FRAMES VERIFYTHATALL DRAG STRUTS, COLLECTORS, HOLD DOWNS, AND OTHER ELEMENTS OF THE SEISMIC FORCE RESISTING SYSTEMS ARE AS INDICATED ON THE DRAWINGS. REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL: REQUIRED VERIFICATION AND INSPECTION CONTINUOUS PERIODIC YES NO MATERIAL VERIFICATION OF COLD -FORMED STEEL DECK: - CONFORMS TO QUALITY ASSURANCE INSPECTION X X REQUIREMENTS OF SDI QA/QC INSPECTION OF WELDING: - COLD -FORMED STEEL DECK: - CONFORMS TO QUALITY ASSURANCE X X INSPECTION REQUIREMENTS OF SDI QA/QC - REINFORCING STEEL: -VERIFICATION OF WELDABILITY OF REINFORCING STEEL OTHER THAN X X ASTM A706. - INSPECT PER AWS DlA SINGLE -PASS X X FILLET WELDS 5/16" MAXIMUM - INSPECTALL OTHER WELDS PER AWS DIA X X -REINFORCING STEEL RESISTING FLEXURAL AND AXIAL FORCES IN INTERMEDIATE AND SPECIAL MOMENT FRAMES, AND BOUNDARY X X ELEMENTS OF SPECIAL STRUCTURAL WALLS OF CONCRETE AND SHEAR REINFORCEMENT. - SHEAR REINFORCEMENT. X X -OTHER REINFORCING STEEL. X X THE SPECIAL INSPECTOR SHALL INSPECT WOOD STRUCTURAL PANEL SHEATHING TO ASCERTAIN WHETHER IT IS OF THE GRADE AND THICKNESS SHOWN ON THE APPROVED BUILDING PLANS. ADDITIONALLY, THE SPECIAL INSPECTOR MUST VERIFY THE NOMINAL SIZE OF FRAMING MEMBERS AT ADJOINING PANEL EDGES, THE NAIL DIAMETER AND LENGTH, THE NUMBER OF FASTENER LINES AND THAT THE SPACING BETWEEN FASTENERS IN EACH LINE AND AT EDGE MARGINS AGREES WITH THE APPROVED CONSTRUCTION DOCUMENTS. WHERE METAL -PLATE -CONNECTED WOOD TRUSSES SPAN 60 FEET OR GREATER, THE SPECIAL INSPECTOR SHALL VERIFY THAT THE TEMPORARY INSTALLATION RESTRAINT/BRACING AND THE PERMANENT INDIVIDUAL TRUSS MEMBER RESTRAINT/BRACING ARE INSTALLED IN ACCORDANCE WITH THE APPROVED TRUSS SUBMITTAL PACKAGE. CONTINUOUS SPECIAL INSPECTION IS REQUIRED DURING FIELD GLUING OPERATIONS OF ELEMENTS OF THE MAIN WIND OR SEISMIC FORCE -RESISTING SYSTEM. PERIODIC SPECIAL INSPECTION IS REQUIRED FOR NAILING, BOLTING, ANCHORING AND OTHER FASTENING COMPONENTS WITHIN THE MAIN WIND OR SEISMIC FORCE -RESISTING SYSTEM, INCLUDING WOOD SHEAR WALLS, WOOD DIAPHRAGMS, DRAG STRUTS, BRACES, SHEAR PANELS AND HOLD-DOWNS. REQUIRED VERIFICATION AND INSPECTION OF ARCHRECTURAL. MECHANICAL AND ELECTRICAL COMPONENTS: REQUIRED VERIFICATION AND INSPECTION CONTINUOUS PERIODIC VES NO VERIFY THE FASTENING OF EXTERIOR CLADDING. X X VERIFY THE ERECTION AND ATTACHMENT OF INTERIOR AND X X EXTERIOR NONBEARING WALLS. VERIFY THE ERECTION AND FASTENING OF INTERIOR AND X EXTERIOR VENEER. X VERIFY THE ANCHORAGE OF STORAGE RACKS. X X VERIFY THE ANCHORAGE OF ACCESS FLOORS. X X VERIFY THE ANCHORAGE OF ELECTRICAL EQUIPMENT FOR X X EMERGENCY OR STANDBY POWER SYSTEMS. VERIFY THE ANCHORAGE OF OTHER ELECTRICAL EQUIPMENT. X X VERIFY THE INSTALLATION OF PIPING SYSTEMS INTENDED TO CARRY FLAMMABLE, COMBUSTIBLE OR HIGHLYTOXIC X X CONTENTS AND THEIR ASSOCIATED MECHANICAL UNITS. VERIFY THE INSTALLATION OF HVAC DUCTWORK THAT WILL X X CONTAIN HAZARDOUS MATERIALS. VERIFY THE INSTALLATION OF VIBRATION ISOLATION SYSTEMS WHERE THE CONSTRUCTION DOCUMENTS REQUIRE A NOMINAL CLEARANCE OF 1/4 INCHES OR LESS X X BETWEEN THE EQUIPMENT SUPPORT FRAME AND RESTRAINT. VERIFY THE INSTALLATION OF COMPONENTS REQUIRING SPECIAL INSPECTIONS PER OTHER X PARTS OF THE STATEMENT OF SPECIAL INSPECTION. VERIFY THE SEISMIC QUALIFICATION OF MECHANICAL AND ELECTRICAL EQUIPMENT. ALL MECHANICAL AND ELECTRICAL EQUIPMENT MUST HAVE THEIR SEISMIC QUALIFICATION X VERIFIED. REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION: REQUIRED VERIFICATION AND INSPECTION CONTINUOUS PERIODIC VES NO INSPECTION OF REINFORCING STEEL, INCLUDING X X PRESTRESSING TENDONS, AND PLACEMENT. INSPECTION OF REINFORCING STEEL WELDING IN ACCORDANCE WITH TABLE "REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL". INSPECTION OF ANCHORS CAST IN CONCRETE. X X INSPECTION OF ADHESIVE ANCHORS INSTALLED IN X X HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS INSPECTIONS OF OTHER MECHANICAL OR ADHESIVE ANCHORS X X VERIFYING USE OF REQUIRED DESIGN MIX. X X AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TEST, PERFORM SLUMP AND AIR X CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE X CONCRETE. SAMPLES FOR STRENGTH TESTS OF EACH CLASS OF CONCRETE PLACED EACH DAY SHALL BE TAKEN NOT LESS THAN: - ONCE A DAY. - ONCE FOR EACH 50 CUBIC YARDS. - ONCE FOR EACH 2O00 SQUARE FEET OF SURFACE AREA FOR SLABS AND WALLS. INSPECTION OF CONCRETE PLACEMENT FOR PROPER X X APPLICATION TECHNIQUES. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING X X TEMPERATURE AND TECHNIQUES. VERIFICATION OF IN -SITU CONCRETE STRENGTH, PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND X X STRUCTURAL SLABS. INSPECT FORMWORK FOR SHAPE, LOCATION AND X DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED. X SPECIAL INSPECTION FOR STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE QUALITY ASSURANCE INSPECTION REQUIREMENTS OF AISC 360-10, SECTION N. SUMMARY OF AISC 360-10, SECTIONS 145: THIS IS A SUMMARY PROVIDED FOR CONVENIENCE ONLY AND SHALL NOT RELIEVE THE CONTRACTOR OR INSPECTOR OF ANY REQUIREMENTS OF AISC 360-10: OBSERVE (0): THE INSPECTOR SHALL OBSERVE THESE FUNCTIONS ON A RANDOM, DAILY BASIS. OPERATIONS NEED NOT BE DELAYED PENDING OBSERVATIONS. PERFORM IF): THESE INSPECTIONS SHALL BE PERFORMED PRIOR TO THE FINAL ACCEPTANCE OF THE ITEM. AISC 360-10, SECTION N5 -MINIMUM REQUIREMENTS FOR INSPECTION OF STRUCTURAL STEEL BUILDINGS: AISC 360-10. TABLE N5.4-1: INSPECTION TASKS PRIOR TO WELDING QC QA WELDING PROCEDURE SPECIFICATIONS(WPSs) AVAILABLE P P MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE P P MATERIAL IDENTIFICATION(TYPE/GRADE) O 0 WELDER IDENTIFICATION SYSTEM O 0 FIT -UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY): -JOINT PREPARATION -DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL) O 0 -CLEANLINESS (CONDITION OF STEEL SURFACES) -TACKING (TACK WELD QUALITVAND LOCATION) - BACKING TYPE AND FIT (IF APPLICABLE) CONFIGURATION AND FINISH OF ACCESS HOLES FIT -UP OF FILLET WELDS - DIMENSIONS (ALIGNMENT, GAPS AT ROOT)- TO CLEANLINESS (CONDITION OF STEEL SURFACES) -TACKING (TACK WELD QUALITY AND LOCATION) CHECK WELDING EQUIPMENT AISC 36040, TABLE N5.4-2: INSPECTION TASKS DURING WELDING QC CA USE OF QUALIFIED WELDERS O 0 CONTROL AND HANDLING OF WELDING CONSUMABLES -PACKAGING O 0 - EXPOSURE CONTROL NO WELDING OVER CRACKED TACKS O 0 ENVIRONMENTAL CONDITIONS - WIND SPEED WITHIN LIMITS O 0 - PRECIPITATION AND TEMPERATURE WPS FOLLOWED -SETTINGS ON WELDING EQUIPMENT -TRAVEL SPEED -SELECTED WELDING MATERIALS O 0 -SHIELDING GAS TYPE/FLOW RATE -PREHEATAPPLIED - INTERPASS TEMPERATURE MAINTAINED (MIN/MAX) - PROPER POSITION IF, V, H, OH) WELDING TECHNIQUES - INTERPASS AND FINAL CLEANING O 0 - EACH PASS WITHIN PROFILE LIMITATIONS - EACH PASS MEETS QUALITY REQUIREMENTS AISC 360-10, TABLE N5.4-3: INSPECTION TASKS AFTER WELDING QC CA WELDS CLEANED O 0 SIZE, LENGTH, AND LOCATION OF WELDS P P WELDS MEET VISUAL ACCEPTANCE CRITERIA - CRACK PROHIBITION - WELD/BASE-METAL FUSION - CRATER CROSS SECTION P P - WELD PROFILES AND SIZE -UNDERCUT - POROSITY ARC STRIKES P P k-AREA (WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES OR STIFFENERS HAVE BEEN PERFORMED IN THE k-AREA, VISUALLY INSPECT THE WEB P P k-AREA FOR CRACKS WITHIN 3INCHES OF THE WELD). BACKING REMOVED AND WELD TABS REMOVED (IFREQUIRED) P P REPAIR ACTIVITIES P P DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER P P NOT OF WELDED JOINTS: CJP GROOVE WELD NDT FOR STRUCTURES IN RISK CATEGORY III OR IV, ULTRASONIC TESTING (UT) SHALL BE PERFORMED BY QA ON ALL CJP GROOVE WELDS SUBJECT TO TRANSVERSELY APPLIED TENSION LOADING IN BUTT, T-AND CORNER JOINTS, IN MATERIALS 5116 INCH THICK OR GREATER. FOR STRUCTURES IN RISK CATEGORY II, UT SHALL BE PERFORMED BY CA ON 10% OF CJP GROOVE WELDS IN BUTT, T- AND CORNER JOINTS SUBJECT TO TRANSVERSELY APPLIED TENSION LOADING, IN MATERIALS 5/16 INCH THICK OR GREATER. ACCESS HOLE NOT THERMALLY CUT SURFACES OF ACCESS HOLES SHALL BE TESTED BY CA USING MAGNETIC PARTICLE TESTING (MT) OR PENETRANT TESTING (PT), WHEN THE FLANGE THICKNESS EXCEEDS 2INCHES FOR ROLLED SHAPES, OR WHEN THE WEB THICKNESS EXCEEDS 2INCHES FOR BUILT-UP SHAPES. ANY CRACK SHALL BE DEEMED UNACCEPTABLE REGARDLESS OF SIZE OR LOCATION. WELDED JOINTS SUBJECTED TO FATIGUE CJP WELDED JOINTS REQUIRE WELD SOUNDNESS TO BE ESTABLISHED BY RADIOGRAPHIC OR UT AS REQUIRED BY AISC 360-10, APPENDIX 3, TABLE A-3.1. INCREASE IN RATE OF UT WHERE THE INITIAL RATE OF UT IS 10%, THE NDT RATE FOR AN INDIVIDUAL WELDER OR WELDING OPERATOR SHALL BE INCREASED TO 100%SHOULD THE REJECT RATE EXCEEDS 5%OF THE WELDS TESTED FOR THE WELDER OR WELDING OPERATOR. A SAMPLING OF 20 COMPLETED WELDS FOR A JOB SHALL BE MADE PRIOR TO IMPLEMENTING SUCH AN INCREASE. FOR CONTINUOUS WELDS OVER 3 FEET, EACH 12 INCH INCREMENT SHALL BE CONSIDERED AS ONE WELD. AISC 360-10, TABLE N5.6-1: INSPECTION TASKS PRIOR TO BOLTING QC CA MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENER MATERIALS O P FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS O 0 PROPER FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE, BOLT LENGTH, IF O O THREADS ARE TO BE EXCLUDED FROM SHEAR PLANE) PROPER BOLTING PROCEDURE SELECTED FOR THE JOINT DETAIL O 0 CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAVING SURFACE CONDITION AND O 0 HOLE PREPARATION, IF SPECIFIED, MEET APPLICABLE REQUIREMENTS PRE -INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNEL OBSERVED AND P 0 DOCUMENTED FOR FASTENER ASSEMBLIES AND METHODS USED PROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS, AND OTHER FASTENER O O COMPONENTS AISC 360.10. TABLE N5.64: INSPECTION TASKS DURING BOLTING QC CA FASTENER ASSEMBLIES, OF SUITABLE CONDITION, PLACED IN ALL HOLES AND O 0 WASHER (IF REQUIRED) ARE POSITIONED AS REQUIRED JOINT BROUGHT TO THE SNUG -TIGHT CONDITION PRIOR TO THE PRETENSIONING O O OPERATION FASTENER COMPONENT NOT TU FRED BY THE WRENCH PREVENTED FROM ROTATING O 0 FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS, SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH- O 0 STRENGTH BOLTS, PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID POINT TOWARD THE FREE EDGES AISC 360-10, TABLE N5.6-3: INSPECTION TASKS AFTER BOLTING QC CA DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS P P 74,E W00LG EUT MCHITECTNE IENOINEw11NCjCECWATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E u u u I_1 E U � J•� _J l�^' `/ W U K v / Of O o � � L Q) € o my � U � o a :a — L N N LOE U m = U wLlssuances- Prom. No.: 074904 Date: 10/12/18 Sheet Name: SPECIAL INSPECTION R*111I1y� DATE: 10/31/19 2 IL STATEMENT OF SPECIAL INSPECTIONS CONT.: REQUIRED VERIFICATION AND INSPECTION OF SPRAYED FIRE-RESISTANT MATERIALS: REQUIRED VERIFICATION AND INSPECTION CONTINUOUS PERIODIC YES NO THE SURFACES SHALL BE PREPARED IN ACCORDANCE WITH THE APPROVED FIRE -RESISTANCE DESIGN AND THE ALL SURFACES TO BE APPROVED MANUFACTURER'S WRITTEN INSTRUCTIONS. THE INSPECTED BEFORE THE PREPARED SURFACE OF STRUCTURAL MEMBERS TO BE APPLICATION OF THE X SPRAYED SHALL BE INSPECTED BEFORE THE APPLICATION SPRAYED FIRE-RESISTANT OF THE SPRAYED FIRE-RESISTANT MATERIAL. MATERIAL. THE INSPECTOR SHALL VERIFY THAT THE MINIMUM AMBIENT TEMPERATURE BEFORE AND AFTER APPLICATION AS X X SPECIFIED IN THE APPROVED MANUFACTURER'S WRITTEN INSTRUCTIONS IS MAINTAINED. THE INSPECTOR SHALL VERIFY THE AREA FOR APPLICATION IS VENTILATED DURING AND AFTER APPLICATION AS X X REQUIRED BY THE APPROVED MANUFACTURER'S WRITTEN INSTRUCTIONS INSPECTION FOR MASTIC AND INTUMESCENT FIRE- RESISTANT COATINGS APPLIED TO STRUCTURAL ELEMENTS AND DECKS SHALL BE IN ACCORDANCE WITH AWCI I2-B. X X INSPECTIONS SHALL BE BASED ON THE FIRE -RESISTANCE DESIGN AS DESIGNATED IN THE APPROVED CONSTRUCTION DOCUMENTS. THE INSPECTOR SHALL VERIFY THE AVERAGE THICKN ESS OF THE SPRAYED FIRE-RESISTANT MATERIALS APPLIED TO STRUCTURAL ELEMENTS IS NOT LESS THAN THE THICKNESS REQUIRED BY THE APPROVED FIRE-RESISTANT DESIGN. THICKNESS SHALL BE DETERMINED IN ACCORDANCE WITH ASTM E605. THE THICKNESS OF THE SPRAYED FIRE- RESISTANT MATERIAL APPLIED TO FLOOR, ROOF AND WALL ASSEMBLIES SHALL BE DETERMINED IN ACCORDANCE WITH ASTM E605 BY TAKING THE AVERAGE OF NOT LESS THAN FOUR MEASUREMENTS FOR EACH 1,000 SQUARE FEET OF THE SPRAYED AREA ON EACH FLOOR, ROOF, WALL OR PART THEREOF. THE THICKNESS OF SPRAYED FIRE- RESISTANT MATERIAL APPLIED TO STRUCTURAL MEMBERS SHALL BE DETERMINED IN ACCORDANCE WITH ASTM E605. THICKNESS TESTING SHALL BE PERFORMED ON NOT LESS THAN 25%OF THE STRUCTURAL MEMBERS ON EACH FLOOR. A. INDIVIDUALLY MEASURED THICKNESS, WHICH EXCEEDS THE THICKNESS SPECIFIED IN A DESIGN BY 1/4" OR MORE SHALL BE RECORDED AS THE THICKNESS SPECIFIED IN DESIGN PLUS 1/4". B. FOR DESIGN THICKNESSES GREATER THAN 1", THE MINIMUM ALLOWABLE INDIVIDUAL THICKNESS SHALL BE THE DESIGN THICKNESS MIN US 25%. THE INSPECTOR SHALL VERIFY THE DENSITY OF THE SPRAYED FIRE-RESISTANT MATERIAL IS NOT LESS THAN THE DENSITY REQUIRED IN THE APPROVED FIRE-RESISTANT DESIGN. THE DENSITY OF SPRAYED FIRE-RESISTANT MATERIAL SHALL BE DETERMINED IN ACCORDANCE WITH ASTM A605. THE INSPECTOR SHALL VERIFY THE COHESIVE/ADHESIVE BOND STRENGTH OF THE CURED SPRAYED FIRE-RESISTANT MATERIAL APPLIED TO STRUCTURAL ELEMENTS IS NOT LESS THAN 150 POUNDS PER SQUARE FOOT. THE COHESIVE/ADHESIVE BOND STRENGTH SHALL BE DETERMINED IN ACCORDANCE TO ASTM A736 BY TESTING IN -PLACE SAMPLES OF SPRAYED FIRE-RESISTANT MATERIAL. THE TEST SAMPLES SHALL BE SELECTED FROM EACH FLOOR, ROOF AN D WALL ASSEMBLY AT A RATE OF ONE SAMPLE FOR EVERY 10,000 SQUARE FOOT OF SPRAYED AREA IN EACH STORY. THE TEST SAMPLES SELECTED FROM BEAMS, GIRDERS, JOISTS, TRUSSES AND COLUMNS SHALL BE AT RATE OF NOT LESS THAN ONE SAMPLE FOR EACH TYPE OF STRUCTURAL FRAMING MEMBER FOR EVERY 10,000 SQUARE FOOT OF FLOOR AREA OR PART THEREOF. THE INSPECTOR SHALL PROVIDE A FINAL INSPECTION REPORT AFTER PATCHING AND REPAIR OF DAMAGED OR NOW COMPLIANT SPRAYED FIRED -RESISTANT MATERIALS. RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Camel SPECIAL INSPECTION AND TESTS FOR MASONRY CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE QUALITY ASSURANCE PROGRAM REQUIREMENTS OF THE MASONRY SOCIETY (TMS) 402/ACI 530/ASCE 5 AND TMS 602(ACI 530.1/ASCE 6. TABLE 3.1.1- LEVEL A QUALITY ASSURANCE MINIMUM VERIFICATION PRIOR TO CONSTRUCTION, VERIFY CERTIFICATES OF COMPLIANCE USED IN MASONRY CONSTRUCTION TABLE 3.1.2- LEVEL B QUALITY ASSURANCE MINIMUM TESTS VERIFICATION OF SLUMP FLOW AND VISUAL STABILITY INDEX (VSI) AS DELIVERED TO THE PROJECT SITE IN ACCORDANCE WITH SPECIFICATION ARTICLE 1.613.1.1h.3 FOR SELF -CONSOLIDATING GROUT VERIFICATION OF fMAND fe IN ACCORDANCE WITH SPECIFICATION ARTICLE 1.413 PRIORTO CONSTRUCTION, EXCEPT WHEN SPECIFICALLY EXEMPTED BY THIS CODE MINIMUM SPECIAL INSPECTION INSPECTION TASK FREQUENCYI°) REFERENCE FOR CRITERIA TMS 402/ TM$602/ CONTINUOUS PERIODIC ACI530/ ACI 530.1/ ASCE 6 ASCE 6 1. VERIFY COMPLIANCE WITH THE X Art 1.6 APPROVED SUBMITTALS 2. AS MASONRY CONSTRUCTION BEGINS, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE: a. PROPORTIONS OF SITE- X Ad. 2.1, 2.6 A PREPARED MORTAR b. CONSTRUCTION OF MORTAR X AN. 3.3 B JOINTS c. GRADE AND SIZE OF PRESTRESSING TENDONS X AN. 2.4 B, 2.4 H AND ANCHORAGES d. LOCATION OF REINF, CONNECTORS, AND X Ad. 3.4.3.6 A PRESTRESSING TENDONS AND ANCHORAGES e. PRESTRESSING TECHNIQUE X AN. 3.6B I. PROPERTIES OF THIN -BED XIS) X(C) AN. 2.1C MORTAR FOR AAC MASONRY 3. PRIOR TO GROUTING, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE: a. GROUTSPACE X Ad. 3.2 D. 3.2F b. GRADE, TYPE, AND SIZE OF REINF. AND ANCHOR BOLTS, X AND PRESTRESSING Sect. 6.1 Ad. 2.4. 3.4 TENDONS AND ANCHORAGES c. PLACEMENT OF REINF., Sect. 6.1, CONNECTORS, AND X 6.2.1, 6.2.6, M. 3.2 E, 3.41 PRESTRESSING TENDONS fi27 3.6A AND ANCHORAGES d. PROPORTIONS OF SITE - PREPARED GROUT AND Art 2.6 B, 2.4 PRESTRESSING GROUT FOR X G.i.b BONDEDTENDONS e. CONSTRUCTION OF MORTAR X M. 3.3 B JOINTS 4. VE RIFY D U R IN G CON STRU CTION: a. SIZE AND LOCATION OF X M. 3.3 F STRUCTURAL ELEMENTS b. TYPE, SIZE, AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OR ANCHORAGE OF X Sect. 1.2.1(e), MASONRY TO STRUCTURAL 6.1.4.3. 6.2.1 MEMBERS, FRAMES, OR OTHER CONSTRUCTION Sect 8.1.6.7.2, C. WELDING OF REINF. X 9.3.3.4(c), 11.3.3.4(b) d. PREPARATION, CONSTRUCTION, AND PROTECTION OF MASONRY DURING COLD WEATHER X Ad. 1.8 C, 1.8 D (TEMPERATURE BELOW 40°F) OR HOT WEATHER (TEMPERATURE ABOVE 90°F) e. APPLICATIONAND MEASUREMENTOF X Ad. 3.68 PRESTRESSING FORCE f. PLACEMENTOF GROUTAND PRESTRESSING GROUT FOR Ad. 3.5. 3.6 C BONDED TENDONS IS IN X COMPLIANCE 9. PLACEMENT OF AAC MASONRY UNITS AND XIS) X(C) Ad. 3.3 B.9, CONSTRUCTION OF THIN -BED 3.3 FAb MORTAR JOINTS 1.4 5. OBSERVE PREPARATION OF GROUT BAn. .2.a.3, 1.4 SPECIMENS, MORTAR SPECIMENS, X 8.2.b.3, 1.4 AND/OR PRISMS 8.2.c.3, 1.4 8.3, 1.48.4 (a) FREQUENCY REFERS TO THE FREQUENCY OF SPECIAL INSPECTION, WHICH MAY BE CONTINUOUS DURING THE TASK LISTED OR PERIODIC DURING THE LISTED TASK, AS DEFINED IN THE TABLE. (b) REQUIRED FOR THE FIRST 5000 SQUARE FEET OF AAC MASONRY. (c) REQUIRED AFTER THE FIRST 5000 SQUARE FEET OF AAC MASONRY. 74ALi WOOLG ERT MCHITEOU E �NGINEEINGmCECWATIAL 7635 Interactive Way Suite 100 Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 WIMENJ E cam E U � C J '- K U Q) r^ VI � c m O a c � m � i mM €o (0 NV c W o m C V O C 'Z3 ABBREVIATIONS: y E CL CENTERLINE MAX MAXIMUM m � So °F DEGREES FAHRENHEIT MFR MANUFACTURER B DIA. DIAMETER MIN MINIMUM " INCH MPII MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS (E) EXISTING NTS NOT TO SCALE (N) NEW OBC OHIO BUILDING CODE Issuances: ACI AMERICAN CONCRETE INSTITUTE OC ON CENTER ASCE AMERICAN SOCIETYOF CIVIL ENGINEERS OF OPPOSITE HAND (MIRRORED) war nEsM"M MT 0 Issued For Building 3ReNew 9 10/12/1 ASTM AMERICAN SOCIETYFOR TESTING AND MATERIALS PL PLATE 1 Issued ForBuilding 3 Permit 06/10/1 BOT BOTTOM PSI POUNDS PER SQUARE INCH C CHANNEL PT PRESSURE TREATED CET CRITICAL EXPOSURE TEMPERATURE PJP PARTIAL JOINT PENETRATION WELD CL COLUMN RBS REDUCED BEAM SECTION CONC CONCRETE REF REFERENCE CJ CONTROL JOINT REINF REINFORCING CJP COMPLETE JOINT PENETRATION WELD READ REQUIRED CUR CLEAR, CLEARANCE REV REVISION CIA DIAMETER SC SLIP CRITICAL DO DITTO SH SHEET DWG DRAWING SIM SIMILAR Prom. No.: 074904 EF EACH FACE SME SUBJECTMATTER EXPERT EJ EXPANSION JOINT SO SQUARE Date: 10/12/18 EL ELEVATION STD STANDARD EQ EQUAL, EQUALLY SYM SYMMETRICAL EW EACH WAY T&B TOP AND BOTTOM FDN FOUNDATION TOC TOP OF CONCRETE FT FULLY TENSIONED TOS TOP OF STEEL fN SPECIFIED COMPRESSIVE STRENGTH OF CLAY MASONRY OR CONCRETE MASONRY, PSI TYP TYPICAL Sheet Name: fmc SPECIFIED COMPRESSIVE STRENGTH OF AAC MASONRY, PSI UNO UNLESS NOTED OTHERWISE A SPECIAL INSPECTION GA GAUGE VERT VERTICAL HORIZ HORIZONTAL VIE VERIFY IN FIELD CONT. HSS HOLLOW STRUCTURAL SECTION (TUBE STEEL) W WIDE FLANGE ROLLED STEEL BEAM ICC-ES INTERNATIONAL CODE COUNCIL EVALUATION SERVICE WP WORKING POINT KIP THOUSAND POUNDS FORCE WT STRUCTURALTEE KSI THOUSAND POUNDS PER SQUARE INCH WWF WELDED WIRE FABRIC L STEEL ANGLE XS EXTRA -STRONG LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL S3=003 DATE: 10/31/19 1 2 3 4 5 I 7 I 0 R - 16.71 17 17.6 17.9 18 18 61 18 81 19 19.61 20 20.6 21 21.4 21.71 22 22.8 23 Y Y Y I II II II I I I I I I I I I 28.-3" 28,-3" 28-3P 28,-3P 28-3P 1 8'-9114" 18-6314" 8'-511 -23/4" 18'-6314" 4'-212"I 5'-5314" 18'-6314" 1 9-8114" 18'-6314" 9-8114" 11'-1" 9-8" T. 6" 24'-4" I 5'-8" 2T-4" 28'-3" 28'-3" 26-3" 7-111/ " re 1 ary I If PENIN �.4 4 Aq TYP. ..101 3-30 A III oL .I I ° P 0 ENING - (9 ` J - of . 25'-11112I < ry 9 ^ ^P+ ) I q 4 Iq +^� + +,� +,� f •' �' .14+ +�' ^P �• �" II I - - - - - - - - - - - - L 1 9 ^ d - Y CONTRCVL.JOINTS �3-301, TYP. °^1 ro -1• (TVP.) �� OPNG. +b s TYP14 '1 N +y+^tPl ----� - 1'-e"WORK POINT At y, - oR 3-30 I I • P+ P+ I P+ � F + P v 9. - _ ��s� L - F/ M.1fi + +^� +�" +� +ati �- - - - -1- M.9 L IT I I I I I I I I I I I h1b I I I I �y� I I I N.1 +TTT 3 3 30 TYR 1 1 8'-51/2' l'-2314" 1T-63/4" 4'-2la' I 5'-53/4" 1 18'-63/4" 1 9-81/4" 2'-0 T-113/4" LOWT-112" 9'-81/4" 16-6" 11'-9" 1 117 15/8" T-15B" 14'-8314" 6-T51T 1'-112" 16.7 17 17.6 17.9 18 18.61 18.8 19 19.61 20 20.1 20.3 20.41 20.6 21 21.6 22 22.11 22.4 22.6122.71 23 BLDG. 3 - FIRST FLOOR PLAN sent vva^=rs^ 1. STRUCTURAL PODIUM ELEVATION = 846'-8". SEE SHEET S3-301 FOR TYPICAL COLUMN BASE PLATE REQUIREMENTS. USE BASE PLATE AB-1 FOR ALL WF COLUMNS AND BASE PLATE AB-2 FOR ALL TUBE COLUMNS. SEE PLAN FOR COLUMN SIZES AND LOCATIONS. 2. INTERIOR SLAB SHALL BE 4" LIGHTWEIGHT CONCRETE REINFORCED WITH 3# / CY FIBERMESH 650 OVER 4" RIGID INSULATION. SEE DETAILS ON SHEET S3-W1 FOR TYPICAL FLOOR CONTROL JOINT AND CONSTRUCTION JOINT DETAILS. CONTROL JOINTS SHALL NOT EXCEED 12'-0" SPACING BETWEEN CONTROL JOINTS. PROVIDE (2) #4x3'-0" LONG BARS AT ALL RE-ENTRANT CORNERS. 3. SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR EXTENT AND FINISH OF CONCRETE FLOOR SLAB AND ANY FLOOR DEPRESSIONS, UNDERFLOOR CONDUITS, DRAINS ETC. 4. VERIFY ELEVATOR AND STAIR OPENING WITH PODIUM DRAWINGS AND ELEVATOR SUPPLIER BEFORE FORMING OPENING IN CONCRETE SLAB AND INSTALLING MASONRY WALLS. 5. SEE CIVIL DRAWINGS FOR ALL GRADE REQUIREMENTS OUTSIDE OF CONDITIONED BUILDING FOOTPRINT. 6. SEE S3-000 SERIES SHEETS FOR GENERAL NOTES & SPECIFICATIONS. RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and meal Codes City of Cannel ',"1 DATE: 10/31/19 NORTH r F E �; 1110 ■1 In., 74,E WOOLG EUT MCNITEMMIENOINEw11NOmOEOVATIAL 7635 Interactive Way Suite 100 Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 W E cam _O E U � J•� J �^, W U o Of a (D L.L C O W t0 V W C o nt C 9 00 a- L - m E C.)C) m = U Dlssuances: Prom. No.: 074904 Date: 10/12/18 Sheet Name: BLDG. 3-FIRST FLOOR FRAMING PLAN S3=101 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 R Y Y 16.7' 17 17 61 17 91 18 18 61 18.8 19 19.6 20 20.6 1 21 Y YYY Y 28!-3" 26 - S' 26- S' 28!-3" I 8'-9114" 18'-6314" 8'-512" 1'-2314" 18'-6314" 4'-211T 5-5314" 18'-6314" 9-8114" 18'-6314" 9-8114" 1 27'.4" 28'-3" 1 28'-3" 1 28'-3" 1 3-40 2x II I I I I I I I W301124 I W2 X76 W24X68 W33X118 8 C TI EVER a C4 3y 4 C4 I A7 3�0 3-40 3-404 e f -838" 3'-1 v 3 Y Y Y Y X �J % NG. 0 G. < 14X N N N N N N y a h N N N N N 3 N N N N N 3 X ED r Z N - 60 3 ES 4 3-4 q _ E 3- 0 x3 S N 30X90 V.36X13536X1 36Xi6 21.4 21.71 22 Ai 9-8" T-6" 3 '. 111/I" _ W-0" 24'-4" y F I y l y l y l y l y l I o, WB 10 W21 68 o p x X n r I TO OF NG. Y Y Y Y Y Y 7 N m m m m m 0 r38 1'-212'I W3 X90 0 0 x I c7 T `x x x x x x `x 7 rvP.1 -. m 1 4 1 ax1 3 3 C7 E6 III '`T 7 3 3 27X 3 3 0 SIM. S S-3 1 1 3�0 E3 34 4 TVP 5-4 17 - .SIM. E4 I. - 7 34 C IN 3 40 I 1 84 3 O S-3 WBXIOI S3 - - - L•3 SIM. ry N N (y a oW� ry v ao rG e Y O Y Y Y Y 3y}6 SIM. - Y Y Y x d I� Y I� Y N 1. Y Y Y I� CD 1. Y 1. Y XO I� Y I� Y Y n Y O O 1. Y 1. Y I� Y n f t>�Y > N N N N p n N N n N N N N N r N N N N N N n N < N N N N N O .� 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 - 1 1 1 3 A7 Ei Y 4 4 C 3 3 4'-" 340 340 Cq �0 y 1 340 h C4 h )82 3- 0 T -1 11 " W BX40 3-40 1 �% 3'-81/ 3-4 1' 43B"11[ Ci 1 -6" 5'-43/4' T 5" ll'-23/4" 4'-0" 4'-0" 1 T 0" 1 5'- 314' 5' 4" V-71/4" 12-2" 1 3'-T' 4'- 3/8' 5'-1 1/4" 8' 0" 11'- l/4" 10' 3" 4'-0" 8' 0" 4'-0"1 3-40 SIM is N I 2'- 0314" 8'-9114" 18'-6314" Y 16.71 17 I I I fl I f 1 I I 4X68 II II II B'-512" 1'-2314" 18'-6314" 17.61 17.9, 18 BLDGw 3 = SECOND FLOOR FRAMING PLAN JSCALE: 1/8'=V-0- 2ND FLOOR FRAMING PLAN NOTES: 1. TOP OF FINISH FLOOR ELEVATION = 862'-4'. FLOOR SLAB TO BE 4' TOTAL THICKNESS USING VULCRAFT 1.0024 GA. GALVANIZED (G60) METAL FLOOR DECK AND 3' NORMAL WEIGHT CONCRETE. REINFORCE SLAB WITH 4X4-W4.OXW4.0 WELDED WIREMESH. ALTERNATIVELY, OMIT THE WELDED WIRE MESH AND PROVIDE HELIX 5-25 FIBER AT A DOSAGE OF 34 POUNDS PER CUBIC YARD OF CONCRETE. `i 2. DENOTES SPAN DIRECTION OF METAL FLOOR DECK. 3. DENOTES MOMENT CONNECTION, SEE SECTION EI/S3402 4. ALL PERIMETER BENT PLATES OR ANGLES SHALL BE CONTINUOUS WITH SPLICES. MITER AND WELD ALL CORNERS UNLESS OTHERWISE NOTED. SEE SECTIONS ON FLOOR FRAMING DETAIL SHEETS FOR ADDITIONAL INFORMATION AND EQUIREMENTS. 5. SEE PLANS AND DETAILS FOR ADDITIONAL SLAB REINFORCING REQUIRED FOR CHORD, COLLECTORS AND SHEAR TRANSFER. THESE BARS SHALL BE PLACED AT CONCRETE TOPPING MID -DEPTH AND SPACED AT 2 1/2' ON CENTER, BARS SHALL BE CONTINUOUS WITH LAP SPLICES PROVIDED AS REQUIRED. 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS AND NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES PRIOR TO FABRICATION AND INSTALLATION. 7. SEE ARCHITECTURAL DRAWINGS FOR ALL ELEVATOR AND STAIR DETAILS, PLANS AND SECTIONS. ALL STAIRS AND LADDERS SHALL BE DESIGNED BY THE METAL STAIR FABRICATOR. S. LOCATION OF ALL OPENINGS, FLOOR PENETRATIONS, ELEVATOR SHAFTS AND THEIR CORRESPONDING STRUCTURAL FRAMING SHALL BE COORDINATED BY THE CONTRACTOR WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, ELEVATOR SUPPLIER AND FIRE PROTECTION DRAWINGS PRIOR TO FABRICATION AND INSTALLATION. SEE ARCHITECTURAL DRAWINGS FOR ALL OPENINGS, LOCATIONS AND SIZES, PROVIDE SUPPLEMENTARY FRAMING AND REINFORCING OF SECOND FLOOR DECK AS REQUIRED PER GUIDELINES PROVIDED ON SHEET S3405. 9. VERIFY ALL DIMENSIONS, LOCATIONS AND ELEVATIONS PERTAINING TO ELEVATOR PITS, SHAFTS, GUIDE RAILS AND LIFT BEAM WITH ELEVATOR SUPPLIER'S DRAWINGS. ADDITIONAL STEEL FRAMING MEMBERS AND THEIR CONNECTIONS TO STRUCTURE SHALL BE DESIGNED AND FURNISHED BY THE ELEVATOR SUPPLIER FOR VERTICAL AND LATERAL FORCES ACTING AT THE GUIDE RAIL SUPPORT LOCATION. 10. WHERE POSSIBLE BEAMS AND JOISTS SHALL BE LOCATED ON COLUMN CENTERLINES OR DIRECTLY BELOW DEMISING WALLS OF UNITS AND SHEAR WALLS. FLOOR JOISTS AND BEAMS SHALL BE SPACED NO GREATER THAN 4'-0" ON CENTER. CONTRACTOR TO LOCATE FLOOR BEAMS, PERPENDICULAR TO CORRIDOR WALLS, AT THE ENDS OF SHEAR WALLS ALONG THE CORRIDOR BASED ON DETAIL "C7/S3-404". 11. SHEAR WALLS ARE DESIGNATED AS'S-1, S-2, ETC.' ON PLAN. SEE S3-200 SERIES SHEETS FOR SHEAR WALL INFORMATION. SHEAR WALLS INDICATED ON PLAN ARE ABOVE THE SECOND FLOOR AND EXTEND UP TO THE ROOF. 12. SEE S3-000 SERIES SHEETS FOR GENERAL NOTES & SPECIFICATIONS. 13. STEEL K-SERIES JOISTS TO BEAR ON TOP OF SUPPORTING WIDE FLANGE FRAMING MEMBERS. LOWERT/STEEL OF SUPPORTING FRAMING MEMBERS AS REQUIRED FOR JOIST BEARING. 14. MEMBERS NOT DIMENSIONED ARE TO BE EQUALLY SPACED BETWEEN DIMENSIONED MEMBERS. RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and meal Codes City of Cannel '"103 DATE: 10/31/19 35 W W 135 W36 150 �x 3 3 .4 11T M t - a'.o" '.03/e -aara' III ry � - � - - - - --- - - Y Y Y Y Y y o Y Y Y b Y CL Y Y Y n d < a 3 3 SV M.8) f l f l I 1I` f I f I f l I I A'X A3 -�- - - M.9) W2 3-40 A5 3-40 18'-6314" 9-8114" 2'-49 T-11314" I T-112" 9'-81/4" 1'-112" 19.6 20 20.1120.3 20.4 20.61 21 - C3 SIM. 3'40 N.1 11 6 I I I I I II I 1 I 1 10'-1 SB" T-1 S'8" 14'-8314" 6-758" 1'-438" 1 J2321.61 22 22.1' 22.4 22.6 22.71 NORTH WOOLG ERT dRCNITEMMIENGINEE11NGIGEOVATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E D E cam _0 E U C J '- J CL O K O c Q) € o NV 2 03 W C O n1 C V 00 a- U �E m = U B Issuances: IT DEsweaaN T am-1 Prom. No.: 074904 Date: 10/12/18 A Sheet Name: BLDG. 3-SECOND FLOOR FRAMING PLAN S3=102 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 R RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Carmel DATE: 10/31/19 -- 16.71 17 17 61 17 9 18 18 618 8' 19 19.61 20 20.6 21 21.41 21.7 22 22.81 23 Y Y I I I I I I I I 8'-9114" 18'-6314" T-512" 18'-6314" 4'-212"let lee lee le 5'-5314" 18'-6314" 9'-8114" 18'-6314" 9'-8114" if'-1" 9'-8" T-IF 24'-4" 5'-8" 1'-23/4" BLDG 3 = THIRD FLOOR FRAMING PLAN NORTH SCALE : 1/8' = V-0" 3RD FLOOR FRAMING PLAN NOTES 1. TYPICAL WOOD FLOOR CONSTRUCTION: 3/4" GYP-CRETE TOPPING ON 3/4" SHEATHING. SEE TYPICAL FLOOR SHEATHING LAYOUT AND ATTACHMENT DETAIL ON S3-201. SEE GENERAL NOTES FOR MORE INFORMATION. 2. SEE THE ARCHITECTURAL DRAWINGS FOR THE ACTUAL LOCATIONS OF ALL WALLS AND FLOOR OPENINGS. COORDINATE SIZE AND LOCATION OF ALL FLOOR OPENINGS WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DARW INGS. TRUSS SUPPLIER SHALL PROVIDE SUPPLEMENTARY FRAMING, HEADER AND INCREASED CAPACITY REQUIREMENTS OF ADJACENT MEMBERS AS NECESSARY TO SUPPORT INTERRUPTED FRAMING. 3. FLOOR FRAMING MEMBERSARE 18" DEEP PRE-ENGINEERED PARALLELCHORD PLATED FLOOR TRUSSESATTO BE SPACED 24' ON CENTER (MAX.) UNLESS NOTED OTHERWISE. EXACT FLOOR TRUSS/JOIST LAYOUT AND DIMENSIONS ARE THE RESPONSIBILITY OF THE TRUSS FABRICATOR AND FRAMING SUBCONTRACTOR. TRUSS/JOIST LAYOUT SHALL BE COORDINATED WITH THE MECHANICAL, ELECTRICAL AND PLUMBING SUBCONTRACTORS PRIOR TO SUBMISSION OF TRUSS SHOP DRAWINGS, FABRICATION AND INSTALLATION TO ENSURE THE PROPOSED LAYOUT PROVIDES NECESSARY CLEARANCES FOR THE MECHANICAL, ELECTRICAL AND PLUMBING TRADE ELEMENTS, FIXTURES, DUCTING AND PIPING. EXACT FRAMING LAYOUT SHALL BE COORDINATED WITH ALL OTHER TRADE SUBCONTRACTORS PRIOR TO INSTALLATION OR ITEMS INCLUDING BUT NOT LIMITED TO: ELECTRIC PANELS, ELECTRIC FIXTURES (INCLUDING CAN LIGHTS), FIRE EXTINGUISHER CABINETS, MEDICINE CABINETS, CONTROL JOINTS, DOOR FRAMING AND HVAC DUCTS/SOFFITS. IF THE LAYOUT IS CHANGED SUCH THAT THE LOADING ON HEADERS/BEAMS IS INCREASED, THE FRAMING SUBCONTRACTOR SHALL SU BMIT A REVISED SCHEDULE OF THOSE HEADERS/BEAMS STAMPED BY AN ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED. 4. TOP OF FINISHED FLOOR ELEV. = 872'-11 7/8" 5. SEE S3-000 SERIES SHEETS FOR GENERAL NOTES & SPECIFICATIONS. 6. HEADERS INDICATED ON PLAN REPRESENT HEADERS BELOW THE FLOOR AT THE TOP OF WINDOWS OR DOOR OPENINGS, TYP. COORDINATE ELEVATIONS WITH ARCHITECTURAL DRAWINGS. 7. SEE WALL STUD SCHEDULE ON SHEET S3-501 FOR TYPICAL AND SPECIAL WALL FRAMING. B. CONTRACTOR TO COORDINATE ADDITIONAL LOADING FOR BUILDING EQUIPTMENT SYSTEMS TO FLOOR TRUSSES/JOISTS WITH FLOOR TRUSS MANUFACTURER. 9. PROVIDE TRIPLE WALL BEARING STUDS AT EACH END OF ALL HEADERS CROSSING THE CORRIDOR, THE STUDS SHALL BE CONTINOUS DOWN TO THE STEEL LEVEL. 10. FLOOR TRUSS DESIGN LOADS AND CONSTRUCTION REQUIREMENTS ARE PROVIDED IN GENERAL NOTES ON SHEET S3-001. 11. "S-1, S-2, S-3 ETC." WALLS DESIGNATED ON PLANS ARE TO BE SHEAR WALLS: SEE APPROPRIATE SHEAR WALL ELEVATIONS ON S3-200 SERIES SHEETS AND ASSOCIATED SECTIONS AND DETAILS. 12. ALL GS14 STRAPS SHALL BE BY SIMPSON STRONG -TIE OR APPROVED EQUIVALENT. 13. THE NUMBER MARKED IN PARENTHESIS (XX) NEXT TO STRAPS INDICATES THE MINIMUM NUMBER OF FASTENERS FOR THAT SEGMENT OF THE SPAN. ALL FASTENERS SHALL BE ED SCREW #N1 1/2" BY SIMPSON STRONG -TIE OR APPROVED EQUIVALENT. FASTENERS SHALL BE EQUALLY SPACED ALONG THE SPAN OF THE STRAP. PROVIDE 2z BLOCKING UNDERNEATH THE STRAP AND INSTALL THE STRAP DIRECTLY BENEATH THE FLOOR SHEATHING. 14. - DENOTES JACK STUDS. -Y -Y HEADER LEGEND: SEE SHEET S3-501 FOR HEADER SCHEDULE HL3-9.5/21I.T13 ` # OF KING STUDS ADJACENT TO JACK STUDS L # OF JACK STUDS UNDER EACH END OF HEADER HEADER SIZE - SEE HEADER SCHEDULE FOR ACTUAL SIZE NOTE: ALL JACK AND KING STUDS TO BE 2X SPRUCE PINE FIR NO 1/NO2 WALL LEGEND: DENOTES S"CMU - DENOTES SHEAR WALL S-X LOCATIONS, REFER S3-201 FOR SHEAR WALL SCHEDULES M M8) M.9) 74,/ WOOLG ERT MCNITECTNE IENGINEw11NCmCECWATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E D C B a--+ E cam nO W n� W E J •� J �^, W U VI � c CL K a O � L c > G C O W Q (Y") t co my � C U � Oleo o c L = N N 0E U m = m U Q Issuances: Prom. No.: 074904 Date: 10/12/18 A Sheet Name: BLDG. 3-THIRD FLOOR FRAMING PLAN P*2R11K 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 R RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Camel ',"19, DATE: 10/31/19 ti -- 17 6, 17.91 18 18 61 18.8 19 6 20 20 61 21 21.4 21.7� 22 22 8 19 23 Y Y Y Y y T ' 1F-63/4" 1 8'-5112" 16'-6314" V212"(5'-53/4" I ,6'-6314" 9-8114" 16'-63/4" 9-8114" 11'-1" 9'-6" T-6" 1 24'-4" 5'-V. 1'-2314" Ile Ile 11 16.7 17 17.6 17.9 18 18.61 18.8 19 19.6 20 20.1 20.31 20.4 20.6 21 21.6 22 22.11 22.4 22.6122.7 23 � � v � \1_1� BLDG. 3 = FOURTH FLOOR FRAMING PLAN SCALE: 1/8"=V-0" (11 NORTH 4TH FLOOR FRAMING PLAN NOTES 1. TYPICAL WOOD FLOOR CONSTRUCTION: N4" GYP-CRETE TOPPING ON 314" SHEATHING. SEE TYPICAL FLOOR SHEATHING LAYOUT AND ATTACHMENT DETAIL ON S3-201. SEE GENERAL NOTES FOR MORE INFORMATION. 2. SEE THE ARCHITECTURAL DRAWINGS FOR THE ACTUAL LOCATIONS OF ALL WALLS AND FLOOR OPENINGS. COORDINATE SIZE AND LOCATION OF ALL FLOOR OPENINGS WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DAR W INGS. TRUSS SUPPLIER SHALL PROVIDE SUPPLEMENTARY FRAMING, HEADER AND INCREASED CAPACITY REQUIREMENTS OF ADJACENT MEMBERS AS NECESSARY TO SUPPORT INTERRUPTED FRAMING. 3. FLOOR FRAMING MEMBERS ARE 18" DEEP PRE-ENGINEERED PARALLEL CHORD PLATED FLOOR TRUSSES AT TO BE SPACED 24" ON CENTER (MAX.) UNLESS NOTED OTHERWISE. EXACT FLOOR TRUSS/JOIST LAYOUT AND DIMENSIONS ARE THE RESPONSIBILITY OF THE TRUSS FABRICATOR AND FRAMING SUBCONTRACTOR. TRUSS/JOIST LAYOUT SHALL BE COORDINATED WITH THE MECHANICAL, ELECTRICAL AND PLUMBING SUBCONTRACTORS PRIOR TO SUBMISSION OF TRUSS SHOP DRAWINGS, FABRICATION AND INSTALLATION TO ENSURE THE PROPOSED LAYOUT PROVIDES NECESSARY CLEARANCES FOR THE MECHANICAL, ELECTRICAL AND PLUMBING TRADE ELEMENTS, FIXTURES, DUCTING AND PIPING. EXACT FRAMING LAYOUT SHALL BE COORDINATED WITH ALL OTHER TRADE SUBCONTRACTORS PRIOR TO INSTALLATION OR ITEMS INCLUDING BUT NOT LIMITED TO: ELECTRIC PANELS, ELECTRIC FIXTURES (INCLUDING CAN LIGHTS) FIRE EXTINGUISHER CABINETS, MEDICINE CABINETS, CONTROL JOINTS, DOOR FRAMING AND HVAC DUCTS/SOFFITS. IF THE LAYOUT IS CHANGED SUCH THAT THE LOADING ON HEADERS/BEAMS IS INCREASED, THE FRAMING SUBCONTRACTOR SHALL SUBMIT A REVISED SCHEDULE OF THOSE HEADERS/BEAMS STAMPED BYAN ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED. 4. TOP OF FINISHED FLOOR ELEV. = 883'-7 3A" 5. SEE S3-000 SERIES SHEETS FOR GENERAL NOTES S SPECIFICATIONS. 6. HEADERS INDICATED ON PLAN REPRESENT HEADERS BELOW THE FLOOR AT THE TOP OF WINDOWS OR DOOR OPENINGS, TYP. COORDINATE ELEVATIONS WITH ARCHITECTURAL DRAWINGS. T. SEE WALL STUD SCHEDULE ON SHEET S3-501 FOR TYPICAL AND SPECIAL WALL FRAMING. B. CONTRACTOR TO COORDINATE ADDITIONAL LOADING FOR BUILDING EQUIPTMENT SYSTEMS TO FLOOR TRUSSES/JOISTS WITH FLOOR TRUSS MANUFACTURER. 9. PROVIDE TRIPLE WALL BEARING STUDS AT EACH END OF ALL HEADERS CROSSING THE CORRIDOR, THE STUDS SHALL BE CONTINOUS DOWN TO THE STEEL LEVEL. 10. FLOOR TRUSS DESIGN LOADS AND CONSTRUCTION REQUIREMENTS ARE PROVIDED IN GENERAL NOTES ON SHEET S3-001. 11. "S-1, S-2, S-3 ETC." WALLS DESIGNATED ON PLANS ARE TO BE SHEAR WALLS: SEE APPROPRIATE SHEAR WALL ELEVATIONS ON S3-200 SERIES SHEETS AND ASSOCIATED SECTIONS AND DETAILS. 12. ALL CS14 STRAPS SHALL BE BY SIMPSON STRONG -TIE OR APPROVED EQUIVALENT. 13. THE NUMBER MARKED IN PARENTHESIS (XX) NEXT TO STRAPS INDICATES THE MINIMUM NUMBER OF FASTENERS FOR THAT SEGMENT OF THE SPAN. ALL FASTENERS SHALL BE SD SCREW #9x1 1/2" BY SIMPSON STRONG -TIE OR APPROVED EQUIVALENT. FASTENERS SHALL BE EQUALY SPACED ALONG THE SPAN OF THE STRAP. PROVIDE 2x BLOCKING UNDERNEATH THE STRAP AND INSTALL THE STRAP DIRECTLY BENEATH THE FLOOR SHEATHING. 14. ' DENOTES JACK STUDS. HEADER LEGEND: SEE SHEET S3-501 FOR HEADER SCHEDULE HL3-9.s2.3 L# OF KING STUDS ADJACENT TO JACK STUDS # OF JACK STUDS UNDER EACH END OF HEADER HEADER SIZE - SEE HEADER SCHEDULE FOR ACTUAL SIZE NOTE: ALL JACK AND KING STUDS TO BE 2X SPRUCE PINE FIR NO 1/NO2 WALL LEGEND: ® DENOTES 8" CMU - DENOTES SHEAR WALL S-X LOCATIONS, REFER S3-201 FOR SHEAR WALL SCHEDULES 74,/ WOOLG EUT MCNITECTNE IENGINEw11NGIGEOWATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E D C B a--+ E cam nO W n� W E U J•� J �^, W U VI c CL K O L a c � Q) Q (o € o m NV W 0) C U o n1 C V 00 �E U m =U Dlssuances: Prom. No.: 074904 Date: 10/12/18 A Sheet Name: BLDG. 3-FOURTH FLOOR FRAMING PLAN S3=104 u 3 4 5 7 L, W R m of Of M C O m Go v r ro E Q D_ D- Y - Y- 16.7 17 17 6 18 18.81 19 19.61 20 17.9 18.6 8'-91/4" i6'-6314" 6-51IT i i6'-6314" 4'-21/T'I 5'-5314" 16'-63/4" 9'-8114" 16'-6314" I �-1'-23/4" 20.6 21 Y 21.4, 21.7 22 216 5'-5" y.-3" T-6' 22.8 23 Y 24'-4" 5-8" I I I I I I I I 35'-9112" 24-0" 1124-01/T 1, 12'-01/4" 1, T-113/4" 1, 47-6 SIT 2T-0" 1, 6-75/8" 11 I Y I Y Y Y Y Y Y 16.7 17.9 18.8 19.61 20.11 20.3 22.1 22.7 23 BLDGw 3 = ROOF FRAMING PLAN "L LG 110 = I U ROOF FRAMING PLAN NOTES: 1. BEARING ELEVATION OF ROOF TRUSSES = 892'-8 1/8", TOP OF WOOD TRUSSES SHALL SLOPE PER ARCHITECTURAL PLANS AND SECTIONS. 2. ROOF SHEATHING, REF SHEET S3-001, UNLESS OTHERWISE NOTED ON PLAN. ROOF SHEATHING IS APPLIED PERPENDICULAR TO TRUSSES UNLESS OTHERWISE NOTED. SEE SHEET S3-201 FOR TYPICAL ROOF SHEATHING LAYOUT AND ATTACHMENT. 3. ROOF FRAMING MEMBERS ARE PRE-ENGINEERED PLATED ROOF TRUSSES TO BE SPACED AT 24. ON CENTER, UNLESS NOTED OTHERWISE. DOUBLE LINES INDICATE MULTIPLE PRE-ENGINEERED PARALLEL CHORD PLATED ROOF TRUSSES DESIGNED TO CARRY THE EFFECTIVE TRIBUTARY AREA LOADS. OTHER MEMBERS SIZES AND LAYOUTS ARE NOTED ON PLAN. 4. EXACT ROOF TRUSSNOIST LAYOUT AND DIMENSIONS ARE THE RESPONSIBILITY OF THE TRUSS FABRICATOR AND FRAMING SUBCONTRACTOR. ROOF TRUSSIJOIST LAYOUT SHALL BE COORDINATED WITH THE MECHANICAL, ELECTRICAL AND PLUMBING SUBCONTRACTORS PRIOR TO SUBMISSION OF ROOF TRUSS SHOP DRAWINGS, FABRICATION AND INSTALLATION TO ENSURE THE PROPOSED LAYOUT PROVIDES NECESSARY CLEARANCES FOR THE MECHANICAL, ELECTRICAL AND PLUMBING TRADE ELEMENTS, FIXTURES, DUCTING AND PIPING. 5. EXACT FRAMING LAYOUT SHALL BE COORDINATED WITH ALL OTHER TRADE SUBCONTRACTORS PRIOR TO INSTALLATION OR ITEMS INCLUDING BUT NOT UIMITED TO: ELECTRIC PANELS, ELECTRIC FIXTURES (INCLUDING CAN LIGHTS), FIRE EXTINGUISHER CABINETS, MEDICINE CABINETS, CONTROL JOINTS, DOOR FRAMING AND HVAC DUCTS/SOFFITS. IF THE LAYOUT IS CHANGED SUCH THAT THE LOADING ON HEADERSIBEAMS IS INCREASED, THE FRAMING SUBCONTRACTOR SHALL SUBMIT A REVISED SCHEDULE OF THOSE HEADERSMEAMS STAMPED BY AN ENGINEER REGESTERED IN THE STATE WHERE THE PROJECT IS LOCATED. 6. ROOF TRUSS DESIGN LOADS AND CONSTRUCTION REQUIREMENTS ARE PROVIDED IN GENERAL NOTES ON SHEET S3-001 AND S3-002 WITH SNOWDRIFTAND WIND UPLIFT DIAGRAMS PROVIDED ON SHEET S3-115. 7. SEE LOWER LEVEL FRAMING PLANS FOR WALL TYPES THAT PROVIDE THE WALL CONSTRUCTION INCLUDING HEADERS AND LINTEL WHERE OCCURS. 8. SEE ARCHITECTURAL DRAWINGS FOR ALL OPENINGS, LOCATIONS AND SIZES, TRUSS SUPPLIER SHALL PROVIDE SUPPLEMENTARY FRAMING, HEADER AND INCREASED CAPACITY REQUIREMENTS OF ADJACENT MEMBERS AS NECESSARY TO SUPPORT INTERRUPTED FRAMING FOR DESIGN LOADS. 9. TRUSS SUPPLIER SHALL PROVIDE ADDITIONAL FRAMING MEMBERS, SUPPLEMENTARY FRAMING, HEADERS OR MULTIPLE TRUSS OR HIGHER CAPACITY TRUSSES TO SUPPORT ROOF TOP MECHANICAL UNITS, SEE MECHANICAL DRAWINGS FOR SIZE, LOCATIONS, FOOTPRINTS AND WEIGHTS. 10. COORDINATE SIZE AND LOCATIONS OF ALL FLOOR OPENINGS WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. It. SEE THE WALL STUD SCHEDULE ON SHEET S3-501 FOR TYPICAL AND SPECIAL WALL FRAMING, DENOTED EW-1 AND CW-1. 12. SEE SHEET S3-201 FOR TYPICAL ROOF SHEATHING LAYOUTAND ATTACHMENT DETAIL. 13. HEADERS SHOWN ON FLOOR PLAN ARE FOR OPENINGS BELOW THE FLOOR AND SUPPORT THE FLOOR FRAMING SHOWNONPLAN. COORDINATE ELEVATIONS WITH ARCHITECTURAL DRAWINGS. 14. ALL CS14 STRAPS SHALL BE BY SIMPSON STRONG -TIE OR APPROVED EQUIVALENT. 15. THE NUMBER MARKED IN PARENTHESIS (XX) NEXT TO STRAPS INDICATES THE MINIMUM NUMBER OF FASTENERS FOR THAT SEGMENT OF THE SPAN. ALL FASTENERS SHALL BE SD SCREW #9x1 1/2" BY SIMPSON STRONG -TIE OR APPROVED EQUIVALENT. FASTENERS SHALL BE EQUALY SPACED ALONG THE SPAN OF THE STRAP. PROVIDE 2x BLOCKING UNDERNEATH THE STRAP AND INSTALL THE STRAP DIRECTLY BENEATH THE FLOOR SHEATHING. 16. ' DENOTES JACK STUDS. RELEASED FOR CONSTRUCTION 17. PROVIDE TRIPLE WALL BEARING STUDS AT EACH END OF ALL HEADERS CROSSING THE CORRIDOR. THE STUDS SHALL BE CONTINUOUS DOWN TO THE FOUNDATION OR STEEL LEVEL TO PROVIDE A COMPLETE LOAD PATH. Subject to compliance with all regulalions of State and Local Codes City of Camel NORTH _Y TOP CHORDS SLOPE OR - DEPTH OF TRUSS STEPS TO ACHIEVE ROOF SLOPE, PER ARCH. RT-1 ROOF TRUSS SCHEDULE MARK SIZE RT-1 DEPTH PER FABRICATOR -4x2 RT-2 DEPTH PER FABRICATOR -4x2 ROOF TRUSS PROFILES HEADER LEGEND: SEE SHEET S3.501 FOR HEADER SCHEDULE HL3-9.5M�.3 t# OF KING STUDS ADJACENT TO JACK STUDS # OF JACK STUDS UNDER EACH END OF HEADER HEADER SIZE - SEE HEADER SCHEDULE FOR ACTUAL SIZE NOTE: ALL JACK AND KING STUDS TO BE 2X SPRUCE PINE FIR NO 1/NO 2 74,WOOLPEUT MCNITECTNE IENGINEWINGIGECWATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E No. FE11700572 Issuances: nESM"M Prom. No.: 074904 Date: 10/12/18 A Sheet Name: BLDG. 3-ROOF FRAMING PLAN P*IRIRA DATE: 10/31/19 2 3 4 5 I 7 I 0 R 17 18 BLDG. 3 • SNOW LOAD DIAGRAM I I I I II I I I II I I I I I I I I I I I I I I I II I I I II I I I I I I I I I I I 19 20 21 22 'SF SNOW LOAD DIAGRAM NOTES: 1. SEE GENERAL NOTES SHEET S3-001 AND SPECIFICATIONS FOR DESIGN /\ REQUIREMENTS. 2. LOCATIONS, MAGNITUDES AND LENGTH OF LOADS ARE IN ADDITION TO BASIC MINIMUM ROOF SNOW LOAD OF 20 PSF. 3. LOAD INDICATED IS THE MAX DRIFT LOAD AGAINST WALL THAT SLOPES TO ZERO AT THE LENGTH PROVIDED. -- 4. LOADS INDICATED (UNIFORM)ARE NOT SLOPED DRIFT THAT ARE APPLIED UNIFORMLY OVER THE LENGTH INDICATED IN ADDITION TO THE 20 PSF BASIC LOAD. I I I I I I I I I I I I I I I I I I I I I I — — I I I I 57 PSF 5' 57 PSF I I F I I I I I I I I I e L D I o 0 o D I I I I I I I Le 57 PSF I 93 fSF I I I I le I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I it I I I I� I I I I 5] PSF — — I I I I I I I I 35 PSF I I I el I I I I I I I I "I 79 2--— II I I I I I I I I I I I I I I I I I I II I I I I I I I I - II I I I I I I I I I I II 7 T-9" —_—_—_—_—_—_ I _—_I—_—_—_—_—_—I - _ _ - I I I I I I I -- I 57 PSF — F I I I I I I I l e I I I I I I I I II I II I II I I I I I I 57 PSF 57 PSF = rz� II I I I I I I I I I I I I I I I I I II I I I I I I I II I I I I I I I I ; 19 201 21 22 RELEASED FDR CDNSTRUCTIDN 1718; O 93 PSF 6TA11f O 1 N�� 93 PSF Subject toc tale and Nithall Codes regulations = WIND UPLIFT DIAGRAM d State and Incal Codes City of Carmel DATE: 10/31/19 ROOF UPLIFT DIAGRAM NOTES 1. SEE GENERAL NOTES SHEET S3-001 AND SPECIFICATIONS FOR DESIGN REQUIREMENTS. 2. WIND UPLIFT AND DOWNWARD PRESSURES IN THE DIAGRAM ABOVE ARE DETERMINED IN ACCORDANCE WITH ASCE 7-10. LOADS INDICATED ARE ULTIMATE WIND STRESS VALUES ONLY. 3. a = 7'-9"; OFFSET DIMENSION IN DIAGRAM CORRESPONDING TO FIGURE 30.4-2A OF ASCE 7-10. 4. WIND UPLIFT ACTS OUTWARD NORMAL TO ROOF PLANES 5. WOOD TRUSS MANUFACTURER SHALL DESIGN AND PROVIDE ALL STABILITY AND UPLIFT BRIDGING INCLUDING CONNECTIONS TO STRUCTURE. 6. ATTACH TRUSSES TO LOAD BEARING WALLS TO PROVIDE UPLIFT RESISTANCE PER THE FOLLOWING: A. WHERE THE TRUSS END ATTACHES TO LOAD BEARING WALL IN THE INTERIOR ZONE (35 PSF), ATTACH PER DETAIL C4/S3-601, C7/S3-601, AND Ai/S3-601. B. WHERE THE TRUSS END ATTACHES TO A LOAD BEARING WALL IN AN EDGE ZONE OR CORNER ZONE, ATTACH PER DETAILS A4/S3- 601 OR A7/S3-601. KO ■9 ■a Ito in WOOLG ERT MCNITECTUE IONOINEMINOjOEO V ATIAL 7635 Interactive Way Suite 100 Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 a--+ E Q _0 W U lY O CL K a O L c � ^ I..L o o (Y) € m D C o M C O C L = Z3 N N LoE U � m = U .Issuances: DeSM"M Prom. No.: 074904 Date: 10/12/18 A Sheet Name: SNOW DRIFT AND WIND UPLIFT LOADING DIAGRAM S3=115 u 2 3 5 1� 7 �i fi SHEAR WALL 3-1 FLOOR SHEATHING EDGE FASTENER SPACING END STUDS HOLD DOWNS SHEAR FASTENERS ROOF 4th FLOOR 15/32' APA RATED EXP 1 8d @ 6' O C. (2) 2x6 HDU4-SDS25 w/ 5/8' DIA. THREADED ANCHOR RODS 1/2' DIA. THRU BOLTS @ 32' O.C. 3rit FLOOR 15/32' APA EXP 1 8d @ 6' O.C. (3) 2x6 HDUB-SDS2.5 w/ 7/8' DIA. THREADED ANCHOR RODS 5/8' DIA. THRU BOLTS @ 32' O.C. F7�RATED 2ntl FLOOR 15/32" APA RATED EXP 1 8tl @ 4' O C. 6x6 POST HDU14-SDS25 w/ 1" DIA. THREADED ANCHOR RODS 5/W DIA. THRU BOLTS 32' O.C. NOTES 1. HOLDOWN REQUIRED AT END STUD, TYP. SEE PLAN FOR SHEARWALLTYPE 2. HOLDDOWNS REQUIRED ATEACH END OF SHEARWALL. INSTALL HOLDOWNS USING HARDWARE RECOMMENDED BY MANUFACTURER 3. SEE PLAN FOR SHEAR WALL TYP. 4. STRUCTURAL SHEAR WALL SHEATHING SHALL BE CONTINUOUS BETWEEN FLOORS AND CONTINUE ALL THE WAY TO THE ROOF DIAPHRAGM. DO NOT STOP SHEATHING IN THE FLOOR OR ROOF TRUSS SPACE SHEAR WALL S•1 NOTES 1. PROVIDE DOUBLE BEARING WALL STUD LAYOUT PER SCHEDULE, HEADERS AND SILL PER PLAN. 2. PROVIDE SIMPSON BP(X) BEARING PLATES AT ALL BOLTS AND ANCHOR BOLTS; ABOVE AND BELOW CONNECTION BETWEEN SOLE PLATE AND DOUBLE TOP PLATES OR BETWEEN TRUSS SHEAR PANELS. ►STeTeT� V V SH SE FOURTHFLOOR DC x x 7// SH BE THIRD FLOOR DC SI SI r Y\V y y SECOND FLOORx I 1 _AR FASTENERS, TYP. :SCHEDULE. JBLE TOP PLATE :AR FASTENERS, TYP. :SCHEDULE. JBLE TOP PLATE TEAR FASTENERS, TYP. E SCHEDULE. C7 S3-404 TYPICAL SHEAR WALL OVER JOISTS ELEVATION snAl P Irla^ = r-n• NOTES 1. PROVIDE DOUBLE BEARING WALL STUD LAYOUT PER SCHEDULE, HEADERS AND SILL PER PLAN. 2. PROVIDE SIMPSON BP(X) BEARING PLATES AT ALL BOLTS AND ANCHOR BOLTS; ABOVE AND BELOW CONNECTION BETWEEN SOLE PLATE AND DOUBLE TOP PLATES OR BETWEEN TRUSS SHEAR PANELS. AR FASTENERS, TYP. SCHEDULE. IBLE TOP PLATE EAR FASTENERS, TYP. E SCHEDULE. IBLE TOP PLATE R FASTENERS, TYP. IHEDULE. maFmFesFmm�mrrnucrRmicnriu:AL SHEAR WALL OVER BEAM ELEVATION _o Subject to compliance with all regulations of State and Local Codes City of Camel SHEAR WALL 3-2 FLOOR SHEATHING EDGE FASTENER SPACING END STUDS HOLD DOWNS SHEAR FASTENERS SHEAR PANEL 4th FLOOR 15/32' APA RATED EXP 1 Bit @ 6' O C. (2) 2x6 HDU4-SDS25 w/ 5/8" DIA. THREADED ANCHOR RODS 12' DIA. THRU BOLTS @ 32" O.C. 3d FLOOR 15/32' APA RATED EXP 1 Bit @ 4' O.C. 6X6 POST HDU11-SD82.5 w/ 1' DIA. THREADED ANCHOR RODS 1/2' DIA. THRU BOLTS @ 16" O.C. 2ntl FLOOR 15/32' APA RATED EXP 1 Sol@ 4' O C. 6X6 POST HD19 w/ 1 1/4" DIA. THREADED ANCHOR RODS 12" DIA. THRU BOLTS @ i6" O.C. NOTES 1. HOLDOWN REQUIREDAT END STUD, TYP. SEE PLAN FORSHEARWALLTYPE. 2. HOLDDOWNS REQUIRED AT EACH END OF SHEAR WALL. INSTALL HOLDOWNS USING HARDWARE RECOMMENDED BY MANUFACTURER 3. SEE PLAN FOR SHEAR WALL TYP. 4. STRUCTURAL SHEAR WALL SHEATHING SHALL BE CONTINUOUS BETWEEN FLOORS AND CONTINUE ALL THE WAY TO THE ROOF DIAPHRAGM. DO NOT STOP SHEATHING IN THE FLOOR OR ROOF TRUSS SPACE SHEAR WALL S-2 nr Al r VA. _ r-n• SHEAR WALL 3-3 FLOOR SHEATHING EDGE FASTENER SPACING END STUDS HOLD DOWNS SHEAR FASTENERS SHEAR PANEL 4th FLOOR 15/32' APA RATED EXP 1 8tl @ 6' O.C. (2) 2x6 HDU4SDS25 w/ 5/8" DIA. THREADED ANCHOR RODS 1/2' DIA. THRU BOLTS @ 32" O.C. 3d FLOOR 15/32" APA RATED EXP 1 8tl @ 4" O.C. 6x6 POST HDU11-SD82.5 w/ 1' DIA. THREADED ANCHOR RODS 1/2" DIA. THRU BOLTS 16' O.C. 2ntl FLOOR 15/32' APA RATED EXP 1 8tl @ 4' O.C. 6x6 POST HDWI SDS25 w/ 1' DIA. THREADED ANCHOR RODS 1/2' DIA. THRU BOLTS @ 16" O.C. NOTES: 1. HOLDOWN REQUIRED AT END STUD, TYP. SEE PLAN FOR SHEARWALL TYPE. 2. HOLDDOWNS REQUIRED AT EACH END OF SHEAR WALL. INSTALL HOLDOWNS USING HARDWARE RECOMMENDED BYMANUFACTURER 3. SEE PLAN FOR SHEAR WALL TYP. 4. STRUCTURAL SHEAR WALL SHEATHING SHALL BE CONTINUOUS BETWEEN FLOORS AND CONTINUE ALL THE WAY TO THE ROOF DIAPHRAGM. DO NOT STOP SHEATHING IN THE FLOOR OR ROOF TRUSS SPACE SHEAR WALL S-3 arAlr 1fW_1 -W SHEAR WALL S-4 FLOOR SHEATHING EDGE FASTENER SPACING END STUDS HOLD DOWNS SHEAR FASTENERS SHEAR PANEL 4th FLOOR 15/32" APA RATED EXP 1 10d @ 6" O.C. (3) 2x6 HDU8SDS2.5 W/ 7/8" DIA THREADED ANCHOR RODS 5/8' DIA. THRU BOLTS @ 32" O.C. 3rd FLOOR 15/32" APA RATED EXP 1 10d @ 4' O.C. 6x6 POST HDU14-SDS2.5 w/ 1' DIA. THREADED ANCHOR RODS 5/8" DIA. THRU BOLTS @ 16' O.C. 2ntl FLOOR 15/32" APA RATED EXP 1 10d @ 3' O.C. (6) 2x6 (2) HDU14-SDS2.5 W/ 1" DIA THREADED ANCHOR RODS 5/8' DIA. THRU BOLTS @ 16" O.C. Ullt�. 1, HOLDOWN REQUIRED AT END STUD, TYP. SEE PLAN FOR SHEARWALL TYPE. 2. HOLDDOWNS REQUIRED AT EACH END OF SHEAR WALL. INSTALL HOLDOWNS USING HARDWARE RECOMMENDED BY MANUFACTURER 3. SEE PLAN FOR SHEAR WALL TYP. 4. STRUCTURAL SHEAR WALL SHEATHING SHALL BE CONTINUOUS BETWEEN FLOORS AND CONTINUE ALL THE WAY TO THE ROOF DIAPHRAGM. DO NOT STOP SHEATHING IN THE FLOOR OR ROOF TRUSS SPACE SHEAR WALL S•4 SCALE. 10 = V-0" II II II II II II II II II I I II I I I II II II II II I I I II II I I II II II I I I II II II II II II II I I I II II II I II I II II I I II II I II II II II II I I I II II II II II II I II I I I II II II II I II II I I II I II II II II II I I II I II I II II II II II I I II II I II I II II II II I II II II II I II II II II II II II II II II II II II I II II I I I II II I I II II II II II II II II II II II II II II I II II II I I II II II II II I I I I I I II II I II II II II II II I I I I I II II II II I I II II II I I I II II I I II II II I I II II II II II II II I I I II II I II II II II I II II I I II I II I I II II I II I I I II II II I II II I I I I I I II I I II II II II I I II II II II II I I I II II II II I II I I II II I III II I II I II II II II I N II II II I I II II II I II II II II II I II II II II II I II I I I II II II I I II II I II II I I I I II I II II II II II II II II II II I I I II I I II II II II II II I II II II I I II II II II II I I I I I II II I II II II I I II II I II II II I II II II I II I II I II II II II I II I II I II II I II I I II I I I II II II II II I II II I II II I II I II II I II II I I I II I I I II II I II II I II II I I II I I I II I I II II I I I II I I II I I II II BOUNDARY NAILING @ T O.C. (TYP') FLOOR SHEATING NOTES FLOOR SHEATHING SHALL BE GLUED AND NAILED TO FLOOR FRAMING WITH 3' 10d COMMON NAILS WITH 1 11T MIN. EMBEDMENT. EDGE NAILING (ROOF) @ 6' O.C. (FLOOR) @ 6' O.C. ROOF SHEATHING NOTES: ROOF SHEATHING SHALL BE NAILED TO ROOF FRAMING WITH 212' 10d COMMON NAILS WITH 112" EMBEDMENT TYPICAL SHEATHING LAYOUT FRAMING - SEE PLAN (TYP.) 3/8" MIN. EDGE DISTANCE FOR NAILS (TYP.) STAGGER SHEATHING JOINTS LONG DIMENSION OF SHEATHING TO RUN PERPENDICULAR TO FRAMING INTERMEDIATE NAILING (ROOF) @ 6" O.C. (FLOOR) @ 12' O.C. r SHEATHING MINIMUM SHEATHING SHEET IS 2'x4' (TYP.) SHEAR WALL SHEATHING WITH SPECIFIED ATTACHMENT IS REQUIRED ON ONE FACE OF THE WALL ONLY. EXTERIOR FACES AND NON -CORRIDOR FACES SHALL RECEIVE SHEATHING. SEE PLANS FOR SHEAR WALL LOCATIONS. SEE S34)01 FOR ADDITIONAL SHEAR WALL SHEATHING REQUIREMENTS. NOTES 1. EXTERIOR WALL SHEATHING REFERENCE S3-001. 2. AT WALL LOCATIONS WHERE MULTIPLE STUDS ARE REQUIRED TO SUPPORT VERTICAL LOADS, A CONTINUOUS LOAD PATH SHALL BE PROVIDED TO SUPPORT THOSE LOADS THROUGH THE STRUCTURE TO THE FOUNDATIONS. THIS MAY BE ACCOMPLISHED THROUGH THE USE OF RIM JOISTS, SQUASH BLOCKS OR OTHER APPROPRIATE MEANS BASE ON LOCATION AND DETAILING CONSIDERATIONS. 3. PROVIDE A MINIMUM ONE STUD FOR EACH STUD OCCURRING ON THE FLOOR ABOVE UNLESS ADDITIONAL STUDS ARE ALSO REQUIRED. 4. SEE SHEAR WALL SCHEDULE FOR ADDITIONAL REQUIREMENTS. 5. AT EXTERIOR WALLS PROVIDE FIRE RETARDANT TREATED SHEATHING 4'-0" EITHER SIDE OF INTERSECTING 2 HOUR RATED WALLS, SEE ARCH. \,/ WOOLG ERT MCNITEOUE IENGINEE INCmCEWPATIAL 7635 Interactive Way Suite 100 O Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E L Ito �j U � J•� J �A K U � cn o a � L co €W W N W C o nt C 9 � LOE U � m = U wLlssuances- Prom. No.: 074904 Date: 10/12/18 A Sheet Name: SHEAR WALL ELEVATIONS S3=201 DATE: 10/31/19 u 9 3 4 5 I 7 �i I9 R 1/8" SAW CUT JOINT x 1° OIL of oN r U 4" CONCRETE SLAB 3 n SEE SHEET 83-101 FOR y ¢ REINFORCING REQUIREMENTS L FINISH FLOOR I EL=847'-4" — — — — I I d ° 4" THICK RIGID INSULATION; REF. .e . ARCH. x PODIUM CONCRETE SLAB; REF. GARAGE DRAWINGS NOTE: FILL JOINTS AS REQUIRED BY SPECIFICATIONS. SECTION SCALE: 3/4" = V-0" EXTERIOR FACE OF STUD WALL, (BEYOND); ALIGN EDGE OF SLAB; REF. ARCH. ARCHITECTURAL STOREFRONT GLAZING WHERE OCCURS; REF.ARCH. 1/2" EXPANSION JOINT MATERIAL EXTERIOR FLATWORK OR FINISH GRADE; REF. ARCH. AND CIVIL DRAWINGS FIRST FLOOR J ELEV=PER PLAN - PODIUM SLAB Tfl REF. GARAGE DRAWINGS 3" 5" PODIUM SLAB; REF. GARAGE DRAWINGS 8" 24 #4 BENT BAR EPDXIED DOWELS AT 24" O.C. WITH 5" EMBEDMENT RETAIL FLOOR SLAB PER PLAN — INSULATION, REFERENCE ARCH. DRAWINGS (2) #4 CONT. PODIUM SLAB: (TYPICAL) RELEASED FOR CONSTRUCTION REF. GARAGE D RAW I N G S Subject to compliance with all regulations of State and Local Codes City of Carmel ',"1 DATE: 10/31/19 4" CONCRETE SLAB SEE SHEET S3-101 FOR 1/8" RADIUS REINFORCING (TOOLED EDGE) REQUIREMENTS 3(4" DIA. x 2'-0" SMOOTH DOWELS AT 24" O.C. CENTERED ON JOINT AND PLACED AT SLAB MID -DEPTH. GREASE COAT AND WRAP ON ONE END OR PROVIDE PLASTIC COVER TO FINISH FLOOR PREVENT BOND EL.=847'-4" NOTE: ;p j r SECTION SCALE: 3/4" = V-0" REF. DETAIL F1 / S3-301 FOR ADDITIONAL INFORMATION NOT SHOWN PODIUM CONCRETE SLAB; REF. GARAGE DRAWINGS EO EO I�__________ ____ ____ __________,I I O O I p w II I O O ---------- ---- t__________---- PLAN ED T ED = EDGE DISTANCE: AB-1 = 2" I~ CENTERLINE COLUMN CENTERLINE FOOTING, U.N.O. (2)#4x4'-0"AT BLOCKOUT CORNERS NOT INTERSECTED BY CONTROL JOINT -- 5/16 I I I I — COLUMN BASE PLATE ATWBCOL-1"xlTxi'-3" AT WI4 COL. -2'k24"x2'-0" w I I SLAB BLOCKOUT 3/4" DIA. ADHESIVE ANCHOR EMBED 6"MIN. FILL IN SLAB FOR SLAB 2" NON SHRINK GROUT BLOCKOUT 1/8" EXPANSION JOINT MATERIAL FULL PERIMETER OF ALL BLOCKOUTS PODIUM SLAB At 4 IilulJl rd 1 IILIII as " BASE PLATE AB•1 SCALE : 3/4" = 1'-0" NOTE: IF OVERSIZED BOLT HOLES ARE USED IN BASE PLATE, PROVIDE PLATE WASHERS. OVERSIZED HOLES SHALL NOT EXCEED 2 TIMES THE BOLT DIAMETER. CONCRETE DROP PANEL PER GARAGE DRAWINGS CONCRETE COLUMN PER GARAGE DRAWINGS w I I I I I I ED=EDGE DISTANCE: ED AB-2=2" PLAN FILL IN SLAB FOR SLAB BLOCKOUT 1/80 EXPANSION JOINT MATERIAL FULL PERIMETER OF ALL BLOCKOUTS Jl— BASE PLATE AB•2 SCALE : 3/4" = 1'-0" ---------- I II I I I (2)#4x4'4)" AT BLOCKOUT CORNERS NOT INTERSECTED BY CONTROL JOINT I I I I I I I I I I 5116 I COLUMN BASE PLATE AT HSS 5x5: 1"x 13" x V-1" I SLAB BLOCKOUT - HSS COLUMN PER PLAN 3/4" DIA. ADHESIVE ANCHOR EMBED 6" MIN. - 2" NON SHRINK GROUT CONCRETE PODIUM SLAB PER GARAGE DRAWINGS NOTE IF OVERSIZED BOLT HOLES ARE USED IN BASE PLATE, PROVIDE PLATE WASHERS. OVERSIZED HOLES SHALL NOT EXCEED 2 TIMES THE BOLT DIAMETER. 74,E WOOLG ERT MCNITECTNE IENDINEEIINojDECWiTIAL 7635 Interactive Way Suite 100 O Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 EZI W Ito ■l n WfEENJ A� E cam E U � J•� ��VVVAIIJJJ111 y U VI � CL K a O � L > O C O W Q (o t f0 N V 0) ow o 5 °'E U m = U Issuances: DEaweaoN Prom. No.: 074904 Date: 10/12/18 Sheet Name: FOUNDATION DETAILS S3=301 it K 3 AI 5 1 6 1 7 L• 41 FACE OF SUPPORT STEEL SHEAR PLATE PER SCHEDULE. SEE TABLE FOR. SIZES 8 BOLT 1 1/2" QUANTITY REQD 3" 1 o 12" SECTION SCALE : 1' = 1'-0' 'E tY H N M rr c 0 m rn v r m tr E 3 c Q a a I RELEASED FOR CONSTRUCTION LTKSgp 'N Subject to compliance with all regulations _ at State and Local Codes City of Cannel • DATE: 10/31/19 SUPPORTED BEAM SIZE PLATE THICKNESS WELD SIZE NO. OF BOLTS WB 1Pr 1/4' (2)-3/4"DIA. W10ORC10 W120RC12 1/r 39" 1/4' 1/4" (2)-3/r DIA. (3)-3/4"DIA W14 3/8" 5/16" (3)-3/4" DIA W16 3/8' 5/16" (4)-3/4" DIA. W18 318" 5/16" (5)-3/4"DIA W21 OR W24 1/2" 5/16" (6)-3/4"DIA W27 1/2' 5(16" (7)-3le DIA W30 1/2' 3/8' (8) -3/4" DIA W33 1/2" 3/8" (9)-3/4"DIA W36 1/2' 3/8" (10)-3/4" DIA. NOTES 1. ALL BOLTS TO BE ASTM A325 N. UNLESS OTHERWISE NOTED 2. ALL WELDS EACH SIDE WITH E70M ELECTRODES. DO NOT RETURN WELDS. 3. PROVIDE HORIZONTAL SHORT SLOTTED HOLES IN SHEAR PLATE UNLESS OTHERWISE NOTED ON SHEET S3-102. PLATE 3/8"FULL DEPTH O STIFFENER I 0 I 0 3 SIDES TYPICAL 3/16 SECTION E4SCALE: 1'=1'-0' IN STEEL BEAM STEEL BEAM SEE DETAILFOR CONNECTION STEEL BEAM STEEL BEAM SEEDETAIL -/--- FOR CONNECTION LENGTH REINF. 0'-41/2" NO DENS REQD 41/2--8" 30"O.C. 8' -12' 18" O.C. F� CENTERLINE BEAM 3" O.C. (U.N.O.) FLOOR SLAB DIAPHRAGM REINF. SEE PLAN. PROVIDE (2) #4 x CONT. 3'-0" PAST EDGE OF OPENING WHERE NO BARS ARE INDICATED. 2' MIN. 916" BENT PLATE x #4 x CONT. CHAIR BAR CONT. 3/16 4-12 2" MIN. 1'-6- 3/16 4-12 STEEL #4 DBA's AT SPACING BEAM SHOWN PER SCHEDULE NOTE: AT CORNERS OF FLOOR SLAB OPENING - 45'MITER BENT PLATE AND PROVIDE ALL AROUND 3/16" FILLET WELD (TYP.) DECK PANEL TO SUPPORT FLOOR SLAB EDGE AT STEEL BEAM SECTION SCALE : 1' = 1'-0 \1/ WOOLG ERT MCNITECTNEI NOINEMINOIOEOVATIAL 76351nteractive By Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E WfEENJ n� W D E cam nO W n� - W E U � C J '— W U o 0 Of n €� CD � U � o C V m O C L - N N U 120E m So B Issuances: T� DescmenoN T aami Prom. No.: 074904 Date: 10/12/18 A Sheet Name: FRAMING DETAILS S3=401 1 I 2 I 3 I 4 I 5 I 6 I 7 1 8 I 9 R WEB DOUBLER PLATE SET EDGE OF PLATE AT END OF FILLET FLOOR SLAB PER PLAN B/ DECK ELEV: SEE PLAN i STEEL BEAM PER PLAN; SEE DETAIL Ei/S3401 FOR CONNECTION 1/2"THICK WEB DOUBLER PLATE (A572, GR. 50) MOMENT FRAME COLUMN PER PLAN SECTION 0 P TOPAND BOTTOM CJP 5/16 - PL1"x12" (A572, GR. 60) WITH (8) 1" DIA. A49OX BOLTS AT SPACING SHOWN MOMENT FRAME BEAM PER PLAN NOTE: METAL DECK SUPPLIER TO PROVIDE COLUMN CLOSURES TO ALLOW PLACEMENT OF CONCRETE WITHIN THE PERIMETER OF THE WE COLUMNS. SHALL: l'=l'-U' I TYP. 1/4 4-12 VARIES FLOOR SLAB 3/4" DIA. x 4'-O" DBA's AT 2'-0" O.C. I I #4 x CONT. CHAIR BAR I CONT. 1/4" BENT PLATE MATCH ARCH. RADIUS WE BEAM SEE ARCH. DWGS. FOR SEE PLAN It" FACADE REQUIREMENTS 3/8" FULL DEPTH STIFF. PLATE EACH SIDE OF WEB (2) 3/4" DIA. A325N W F BEAM BOLTS EACH SIDE OF SEE PLAN 2^ 2" COLUMN (TYP.) III III HSS COLUMN SEE PLAN BEAM OVER COLUMN SCAIF1^e1lO^ 19.6 SHIM PL. THICKNESS AS REQ'D FOR FULL BEARING. STEEL BEAM SEE PLAN SHEAR CONNECTION PER TYP. DETAIL SECTION AM BEYOND -AN ILL DEPTH STIFF. EACH SIDE OF (2) 3/4" DIA. A325N BOLTS EACH SIDE OF COLUMN (TYP.) 3COLUMN = PLAN BEAM OVER COLUMN SCAIF' 1^e1lO^ ADDITIONAL BOND BEAM ABOVE POCKET W/(2) #4x5'4" P.T. 2x6 SPF STUD I PLATE W/ 5/8" DIA. 1 BEAM POCKET FILL WITH NON -SHRINK GROUT ANCHOR BOLTS AT AFTER BEAM HAS BEEN PLACED ROOF ELEVATI ELEVATORAN PLATE 5/8x5 1/2x1'-0" W/ (2) #5 x V-9" A706 PIff ARCH. DEFORMED BAR ANCHORS AT 8" O.C. AND (2) 3/4" DIA. A325N BOLTS AT STD. BEAM GAGE. TACK WELD TO UNDER SIDE OF PLATE 2x FRAMING TO MATCI RAFTERS; FULL PERIM ELEVATOR MASONRY N PER PLAN TYP. 1/4 4 2 3/4" PANEL EDGE NAILING z I STEEL BEAM PER PLAN ` ROOF SHEATHING PER PLAN IN NON -SHRINK GROUT BELOW BEARING PLATE TO ACHIEVE BEAM ELEVATION (2" MAX. THICKNESS) ROOF SEE PLAN PARTIAL BLOCK BELOW BEAM BEARING W/(2)</4x5'4" ADDITIONAL BOND BEAM W/ (2) #4xF4" P.T. 2x8 LEDGER W DIA. x 5" EMBED AC ADDITIONAL #5 VERTICAL BAR ANCHORS AT 24" C (FULL HEIGHT) EACH SIDE OF BEAM POCKET RELEASED FOR CONSTRUCTION 3 N Subject to compliance with all regulations of State and Local Codes City of Camel ',"19 - DATE: 10/31/19 SECTION SCALE : 1" - l'-0" POST PER PLAN PROVIDE C10x15.3 AT EACH (POST) SEE PLAN FOR LOCATIONS FLOOR SLAB FFF P AN REF. DETAIL At / S3402 FULL BLOCKOUT W/ NON -SHRINK GROUT AFTERINSTALL STEEL BEAM SEE PLAN qFF PI AN NOTE: ALL DIMENSIONS FOR HOIST BEAMS SHALL BE VERIFIED WITH THE ELEVATOR MANUFACTURER PRIOR TO SUBMITTING STEEL SHOP DRAWINGS. IEATHING PER PLAN; MATCH MAIN ROOF N A35 CLIPS AT 32" O.C. RING PER PLAN X6 SPF -STUD DOUBLE TOP PLATE 74,E WOOLG ERT MCNITECTNE IENDINEWINDmDECWATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E A� D E cam _0 E U C J '- �A U Q% � /A) N v / c Y oOc CY) Q) € AD NV W C o N C 9 00 a— U SE m Sc) B Issuances: IT DEswemx -F—MM-1 Prom. No.: 074904 Date: 10/12/18 A Sheet Name: FRAMING DETAILS 2 3 4 s 6 7 8 9 f: SEE ARCH. SEE ARCH. NOTE: NOTE: AT CORNERS OF FLOOR SLAB OPENING - AT CORNERS OF FLOOR SLAB OPENING - SEE ARCH. 450 MITER BENT PLATE AND PROVIDE 45° MITER BENT PLATE AND PROVIDE ALL AROUND 3/16" FILLET WE ILD (TYP.) ALL AROUND 3/16" FILLET WELD (TYP.) TYP. 1/4 4-12 SEE ARCH. FLOOR SLAB FACADE -SEE ARCH. 3/8"DIA. SCREW 1/4 412 TVA. W/ 2 1/2" EMBED. 3/4" DIA. x 4'-0" DBA's AT 2'-0" O.C. \ @1'-0"O.C. CONT. 1/4" BENT PLATE #4 x CONT. CHAIR BAR 3/4" DIA. x 4'-0" DBA's AT 2'-0" O.C. FLOOR SLAB #4 x CONT. CHAIR BAR CONT. il4"BENT PLATE - FACADESEEARCH. STEEL BEAM SEE PLAN — STEEL BEAM SEE PLAN w N U K 6 LOOSE LINTEL ANGLE, SEE 53-001 FOR SCHEDULE SECTION JLALG: I = I-V FACADE -SEE ARCH. CONT. 114" BENT PLATE TYP. 3/16 SECTION OUALL: 1-= I NOTE: AT DEMISING WALLS ONE WALL WILL BE CONSIDERED THE SHEAR WALL. THE SHEAR WALL W ILL BE CONTINUOUS FROM THE SECOND FLOOR TO THE ROOF LOAD BEARING SHEAR WALL SEE PLANS SEE SHEAR WALL SCHEDULE AND DETAILS FOR SHEAR FASTENER REQUIREMENTS FIELD DRILL SLAB AND BEAM - FLANGEFORANCHORRODPER HOLD DOWN REQUIREMENTS BEAM RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Camel \mI\GilJ DATE: 10/31/19 LOOSE LINTEL ANGLE, SEE S3-001 FOR SCHEDULE NOTE: SEE ARCH. Y AT CORNERS T LATE AND BOVIDE - 45° MITER BENT PLATE AND PROVIDE ALL AROUND 3/16" FILLET WELD (TYP.) SEE ARCH. 6" 3/8" DIA. SCREW ANCHOR W/ 2 10 EMBED. @ l'-4" O.C. 3/4" DIA. x 5-0" DBA's AT 12" O.C. FLOOR SLAB LOOSE LINTEL ANGLE, SEE S3-001 FOR SCHEDULE CENTERLINE OF LOAD BEARING N� AND SHEAR WALLS PER PLAN LOAD BEARING WALL PER PLAN FLOOR SLAB PER PLAN #4 x CONT. CHAIR BAR NOTE: AT CORNERS OF FLOOR SLAB OPENING - 45° MITER BENT PLATE AND PROVIDE ALL AROUND 3(16" FILLET WELD (TYP.) TYP. 1/4 4-12 FLOOR SLAB 3/4" DIA. x 4'-0" DBA's AT 2'-0" O.C. #4 x CONT. CHAIR BAR SECTION JLALL : T - T-V STEEL BEAM SEE PLAN SECTION AT SLIDING GLASS DOORS JIALL: I =I-V NOTE AT DEMISING WALLS ONE WALL WILL 1� — CENTERLINE OF LOAD BEARING BE CONSIDERED THE SHEAR WALL. THE AND SHEAR WALLS PER PLAN SHEAR WALL W ILL BE CONTINUOUS FROM THE SECOND FLOOR TO THE ROOF 5, 12' +ICI LOAD BEARING SHEAR WALL SEE PLANS LOAD BEARING WALL PER PLAN SEE SHEAR WALL SCHEDULE - AND DETAILS FOR HOLD DOWN REQUIREMENTS FLOOR SLAB PER PLAN FIELD DRILL SLAB AND BEAM - FLANGE FOR ANCHOR ROD PER HOLD DOWN REQUIREMENTS BEAM FLOOR JOIST - SEE PLAN (TYP-) OR WE BEAM SEE PLAN (TYP.) z.a NOTE: I SEE ARCH. AT CORNERS OF FLOOR SLAB OPENING - 45' MITER BENT PLATE AND PROVIDE SEE ARCH. ALL AROUND 3116" FILLET W ELD (TYP.), I 3/8" DA. SCRE tANCHORW/2 2' EMBED. @ V-41 O.C. FLOOR SLAB 3/4" DIA. x 4'-0" DBA'sAT 2'-0" 0��� #4 x CONT. CHAIR IR BAR i FLOOR JOIST PER PLAN (TYP.) STEEL BEAM SEE PLAN LOOSE UNTELANGLE, — SEE S3-001 FOR SCHEDULE SECTION dLHLG I= I -V NOTE: AT CORNERS OF FLOOR SLAB OPENING - 45' MITER BENT PLATE AND PROVIDE ALL AROUND 3/16" FILLET W ELD (TYP.) 3/8"DA. SCREW - FLOOR SLAB ANCHOR W/ 2112" EMBED. @ 1'd" O.C. 3/4" DA. x 5'-0" #4 x CONT. CHAIR BA's AT 2'-0" O.C. BAR � �� 3H6 SECTION c SECTION SCALE : V = 1'-0" C 6 SCALE : 1" = V-0" N.1 NOTE: AT CORNERS OF FLOOR SLAB OPENING - 45° MITER BENT PLATE AND PROVIDE ALL AROUND 3/16" FILLET WELD (TYP.) VARIES / SEE ARCH. WINDOW MULLION T SEE ARCH. �I 1 1 6" \\I I CONT. L4x4x5/16 II I II I 3(4" DIA. x 5-0" DBA's AT 12" O.C. I I I I I I I I FLOOR SLABIL r I #4 x CONT. CHAIR BAR I I r rr-- CONT. 1/4" BENT PLATE I MATCH ARCH. RADIUS 411 _I I ISEEARCH.QUIRE FOR �FACADE REQUIREMENTSIIII FLOOR JOIST T� OR BEAM 3/i6 PER PLAN WFBEAM PER PLANI II I II I LL--J L � SECTION JLALL : T - 111 - FACADE - SEE ARCH. CONT. 1/4" BENT PLATE STEEL BEAM SEE PLAN LOOSE LINTEL ANGLE, - SEE S3-001 FOR SCHEDULE NOTE: AT CORNERS OF FLOOR SLAB OPENING - 45' MITER BENT PLATE AND PROVIDE ALL AROUND 3116" FILLET WELD (TYP.) 3/8" DA. SCREW ANCHOR W/ 2 1/2' EMBED. @ V-4" O.C. T P. 1/4 4-02 FLOOR SLAB 3/4" DIA. x 4'-0" DBA's AT 2'-0" O.C. #4 x CONT. CHAIR BAR STEEL BEAM OR JOIST SEE PLAN SECTION JLALL : T - T-V STEEL BEAM SEE PLAN LOOSE LINTEL ANGLE, SEE S3-001 FOR SCHEDULE K SEE ARCH. 61/2'+/-, _ SEE ARCH. 6"+/- FACADE - SEE ARCH. - CONT. L4x4x1/4 BRICK VENEER - SEE ARCH. CONT. 1/4" BENT PLATE WOOLG ERT MCNITECTNE aMINEMINGIGEC W ATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E Willi A� D E _O E U � C J '— J �^, W U of O O M L `° O ^ o O co W NV U c o c L N N U �E m = ni B U .Issuances: IT oeswenox -F--mnmi Prom. No.: 074904 Date: 10/12/18 A Sheet Name: FRAMING DETAILS 1 2 3 4 5 6 7 8 s f: STEEL BEAM - PLATE 114" x 4" x 4" NOTE: STEEL DECK NOT SHOWN DETAILA SECTION SCALL'. l"- I h TOP OF MC6 Q 862'-10" PROVIDE CONT. BOND BEAM WITH (2) #5 CONT. BARS 1-RETURNS TYP. DETAIL B T1'P. 1/4 KICKER AT STEEL BEAM 3/4' DIA. x 5'-0' DBA's AT 12' O.C. #4 x CONT. CHAIR BAR SECTION SCALE : l" = I STEEL BEAM L3x 3x 1/4" SEE PLAN FOR LOCATION PLATE 1/4" x 4" x 4" WORKING POINT 2x6 WALL STUDS — 3/8' DIA. SCREW ANCHOR W/ 2 1W EMBED. Q V-4- O.C. TYP. // 41 / 412 FLOOR SLAB W16 BEAM PEF SECTION VJ SCALE: 1'-1P-9' WFBEAM PER PLAN 2x6 WALL STUDS FLOOR SLAB FLOOR JOIST PER PLAN SECTION SCALE : 1' = CONT. L4x4x5/l6 WF BEAM PER PLAN 3/8' DIA. SCREW ANCHOR W/2112' EMBED. @ V-4- O TYP. CONT. L-4x4x5/16 21 n^ T-4' ARCH. FACNLIE I SEE ARCH. DWGS. T (+/-) 5 I I A' T SECTION C� SCALE: 1'=V0' L 58'ANCHOR @ 5" ADHESIVE EN LOW ROOF WOOD FRAMING SEE PLANS 2x6 BOLTED TO TOP OF W12 WITH 5/8' DIA. BOLTS AT 24' O.C. (TYP.) W12 SEE PLAN HSS4x4x5ll6 x 8' TALL WELDED TO TOP OF W 33 WITH 1/2"x6"x9" CAP PLATE FLOOR SLAB ix4xl/2(LLV) 24' O.C. W/ C BEDMENT, SECTION SGALL I I I U CMU ELEVATOR SHAFT CMU SHAFT SOLIDLY GROUTED BELOW 2ND FLOOR SLAB WITH CONT, BOND BEAM AT SECOND FLOOR ELEVATION WITH (2)#5 CONT. 8" CMU ELEVATOR SHAFT 2 CLR. 2x10 ROOF JOISTS AT 24" O.C. 2x10 BLOCKING BETWEEN EACH ROOF JOIST 3/4" PLYWOOD SHEATHING CENTERUNE AND BLOCKINGF WF BEAM COW. 2x10 BLOCKING BETWEEN EACH ROOF JOIST I COW. 24 ATTACHED TO MC8 WITH 518' 862'-10" DIA. BOLTS AND TAPERED WASHERS AT 24" O.C. CONT. 2x6 BOLTED TO TOP OF WF BEAM WITH 5/8" DIA. BOLTS AT 24' O.C. AT MC6 WITH 314' DIA. ANCHOR AT 16' O.C. TYPICAL BEAM GAGE www' WITH 5- ADHESIVE EMBED. INTO CONT. BOND BEAM WITH (2) #5 CONT. CANTILEVER MC83'-0' ON SOUTH END OF ELEVATOR SHAFT AS SHOWN IN WF BEAM PLAN SEE PLAN NOTE: SEE ARCH. PLANS AND DETAILS FOR ROOF MEMBRANE, INSULATION, DRAINS AND FLASHING REQUIREMENTS RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and meal Codes IN City of Camel \"19, DATE: 10/31/19 SECTION s UALe : I I -U SECTION SCALE 2x6 WALL STUDS :ONT. 1/4" IENT PLATE SEE SHEAR WALL SCHEDULE AND DETAILS FOR HOLD DOWN REQUIREMENTS PROVIDE PLATE WASHER, 1/4-THICK AND 9 IN2 MINIMUM AREA, TO PROVIDE ADEQUATE BEARING FOR FASTENERS AGAINST UNDERSIDE OF DECK ah SECONDFLOOR V FIELD DRILL SLAB FOR ANCHOR ROD — PER SHEAR FASTENER REQUIREMENTS. 2x6 WALL STUDS STAIRWELL SEEE ARCH. SECTIONS FOR STAIRS AND WALL FINISH REQUIREMENTS I BEAM PLANS CONT. L4x4x5/l6 SECTION LO SCALE: 1'=1'-0' SHEAR WALL END STUDS JACK STUDS AS NEEDED FOR OPENING HEADER SUPPORT SHEAR WALL OPENING FLOOR SLAB PER PLAN FIELD DRILL SLAB FOR ANCHOR ROD PER HOLD DOWN REQUIREMENTS. - WF BEAM, SEE PLAN. �J SECTION C/ SCALE 1' - 1'-0' 21 ARCHIFACADE 2x6 WALL STUDS I I -/ SEE AI CH. DWGS. 5" 1 1H- I I I I I I I CONT. 2x10 RIM JOIST FLOOR SLAB II I I FINISH FLOOR ______ 11 6=====______________1_==_L___== _1 _ _ I I 1'-3"(+/.) 1'-73/4"(+/-) MOB +2x6 I (FOREGROUND) I I I I I I I I I I I 8" CMU WALL I (FOREGROUND) FLOOR JOIST 11 I PER PLAN I I W F BEAM PER PLAN SECTION SCALE: 1" = V-0" 1-g \,WOOLPIEUT MCNITECTNE IENGINEw11NGIGEGWiTIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E W D ^O E U � C J '— J U V o 0 Of c I..L €W NV 0c o c L _ N N LO U °E 120 =U B .Issuances: T� DEscmenoN Prom. No.: 074904 Date: 10/12/18 A Sheet Name: FRAMING DETAILS R*MIA MIA] u I 3 W 5 I 7 L I9 f: 2 a CENTERLINE OF PERIMETER BEAM OR FACE OF WALL ADDITIONAL WI2 PARALLEL TO DECK SPAN, TYP. ADDITIONAL W10x12 PERPENDICULAR TO DECK TYP. �o ZU� O F N � w #4x4'-0" EACH SIDE OF OPENING (2" CLEAR) TYP. #4x4'-0 EACH SIDE OF I OPENI G (2" CLEAR) TYP. NEW r STEEL DECKMEN _ ENEEMEMEN 1' -10" GREATER T 1'-10" — #4x4'-0" EACH SIDE OF OPENING (2" CLEAR) TYP. L2x2xl/4x3'-4" BELOW DECK CENTER41) ON OPENING (3" #4 x 4'-0" EACH SIDE OF OPENING (2" CLR.), TYP. I I I CLEAR): ATTACH W/ 1 1/2" FILLET W I DECK FLUTE, TYPICAL PROVIDE EAC OPENINGS ARE FARTHER THAN V-101 DS AT EACH PASSING FACE WHERE FROM BEAM CENTERLINES. m #4 x 4'-0" EACH SIDE OF OPENING 7( I (2" CLR.) BELOW BARS I I PERPENDICULAR TO FLUTES, TYP. -STEEL- SPAN DIRECTIO IECK Z. ¢ M w w m o O cg ADDITIONAL W12x14 W/ CONNECTION PER DETAIL Ei/53�01 i u a _ r w rc U w N r ce CENTERLINE OF BEAMS BELOW SECTION a z O c R to" 2'-0"TYP. nU N - CLR. EACH WA w L6x4x3/3 LLV EACH SIDE OF OPENING (3) CLEAR) W/ CONNECTION AT WALL PER DETAIL ElM-401 CENTERLINE OF PERIMETER BEAM OR FACE OF WALL FOR ROUND OR SQUARE OPENING 12" (SIDE OR DIAMETER) AND LESS 5/16" BENT PLATE SLAB EDGE DETAIL A4/S3-401; PROVIDE 4' BOTTOM LEG AND #4 BARS A- TYP. PDlli3 1. ALL OPENINGS MUST BE CUT IN THE DECK AFTER CONCRETE HAS BEEN PLACED AND ALLOWED TO CURE FOR AT LEAST DAYS. PRIOR TO PLACING CONCRETE, ALL OPENINGS MUST BE BLOCKED OUT WITH THE METAL DECK INTACT AND CONTINUOUS BELOW OPENING LOCATIONS. 2. SINGLE ROUND PENETRATIONS; 4INCHES IN DIAMETER AND LESS THAT CAN BE LOCATED WITHIN THE DECK FLUTES WITHOUT CUTTING WEBS; DO NOT REQUIRE ADDITIONAL REINFORCING OR SUPPLEMENTARY STEEL. 3. FOR 12" AND SMALLER SIDE OR DIAMETERS; MULTIPLE OPENINGS IN THE SAME BAY CANNOT BE ALIGNED PARALLEL TO THE DECK SPAN SUCH THAT THE OPENING REMOVES DECK FLUTES COMMON TO BOTH OPENINGS. IF THIS CONDITION IS ESTABLISHED IN THE FIELD; MECHANICAL ENGINEER SHALL BE CONSULTED TO DETERMINE IF THE PENETRATION CAN BE MOVED TO AN ADJACENT DECK AREA. IF THE OPENINGS CANNOT BE MOVED; SUPPLEMENTARY FRAMING AS TYPICALLY INDICATED WITH W12x14 BEAMS BETWEEN MAIN FRAMING BEAMS (PARALLEL TO DECK SPAN) WITH W10x12 BEAMS EACH SIDE OF THE OPENINGS SHALL BE PROVIDED REGARDLESS OF THE OPENING SIZE. 4. ADDITIONAL REINFORCING BARS INDICATED AROUND THE OPENING SHALL BE SUPPORTED SO THEYARE PLACED AT TOPPING MID -DEPTH, 1" CLEAR FROM TOP SURFACE. FOR OVERLAPPING BARS, THOSE RUNNING PERPENDICULAR TO DECK SPAN SHALL BE PLACED ON TOP WITH THE PARALLEL DECK SPAN BARS PLACED TO RUN BELOW. 5. CONTRACTOR SHALL COORDINATE OPENING LOCATIONS AND DIMENSION REQUIREMENTS WITH MECHANICAL. ELECTRICAL, PLUMBING AND FIRE PROTECTION DRAWINGS INCLUDING INSULATION AND FIRE -SAFETY REQUIREMENTS THAT MAY OCCUR AROUND OPENINGS. 6. CONTRACTOR SHALL SHORE DECK AS REQUIRED TO SUPPORT CONSTRUCTION LOADS DURING CONCRETE PLACEMENT OPERATIONS. SUPPORT CONDITIONS INDICATED ASSUME A MINIMUM 2-SPAN DECK LAY-UP IN THE FRAMING BAYS ADJACENT TO OPENINGS; CONTRACTOR SHALL REVIEW THE DECK SHOP DRAWINGS AND AS -INSTALLED DECK LAYOUT TO IDENTIFY SINGLE SPAN DECK AND UNSUPPORTED CANTILEVERED DECK CONDITIONS THAT WILL REQUIRE SHORING PRIOR TO CONCRETE PLACING. FACE OF WALL FOR ROUND OR SQUARE OPENING GREATER THAN 12" AND LESS THAN 40" CENTERLINE OF BEAMS BELOW 3CTION TO 74,E WOOLG ERT MCNITEMMIENGINEw11NCmCECWiTIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E W Ito In C1 E U � J•� J W � U a o 0 _ � L.L co €� my 0) U C o m = V o C L — N N U m 3 C) = U Issuances: oEsM"M Prom. No.: 074904 Date: 10/12/18 Sheet Name: FRAMING DETAILS RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Cannel ',"1# DATE: 10/31/19 R*YJA IR 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 N 2xSTUD (4) But TOENAIL OR (2) 16d END NAIL SOLE PLATE DETAIL A TYPICAL FASTENING OF STUD TO SOLE PLATE i 6d @ 16" O.C. EACH EDGE �1 L 16d @ 12" O.C. EACH EDGE EACH FACE DETAIL F TYPICAL FASTENING OF BUILT-UP BEAMS SOLID LUMBER DOUBLE 2x STUD led @ 24" O.C. FACE NAIL DETAIL B TYPICAL FASTENING OF DOUBLE STUDS KING C. 2x BLOCKING @ 24" O.C. 24'O.C. DETAIL J TYPICAL FASTENING OF BUILT-UP CORNER STUDS (10) 16d NAILS 4'- 0" (10)16d NAILS DETAIL M TYPICAL FASTENING OF LAP SPLICE FOR 2x TOP PLATES FLOOR TRUSS CONTINUOUS BRIDGING COORDINATE LOCATION AND SPACING WITH FLOOR TRUSS MANUFACTURER TYPICAL BRIDGING DETAIL RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and heal Codes WOOD FRAMING DETAILS City of Calmed DATE: 10/31/19 16d @ 16" O.C. (2) 2x TOP PLATES (2) 16d END NAIL 2x STUD DETAIL C TYPICAL FASTENING OF SINGLE OR DOUBLE TOP PLATE TO STUD (END WALL) (10) 16d NAILS 2x STUD DETAIL D TYPICAL FASTENING OF HEADER TO KING STUD 2x STUD WALL 16d FACE NAIL @ EACH JOIST FLAT FLOOR JOIST (2) 10d TOENAIL 2x STUD WALL - 3 PLY BUILT-UP COLUMN 30d @ 8" O.C. DETAIL K TYPICAL FASTENING OF FLAT FLOOR JOIST OR ROOF TRUSS AT BEARING CONDITION T.O.C. KING STUD HEADER OR LINTEL (4) Bd TOENAIL (FOR LESS THAN 12" HEADER) (6) 8d TOENAIL (FOR 12" HEADER OR GREATER) JACK STUD SOLE PLATE (1) 10d BOX NAIL FACE NAIL TOP 8 BOT. CHORD @ EACH TRUSS - 11/2"RIM BOARD (1) Bd TOENAIL @ 6" O.C. - 2x TOP PLATES FLAT ROOF JOIST — OR GIRDER 2x TOP PLATES (2)10d TOENAIL OR GIRDER 2x STUD WALL led @ 16" O.C. EACH EDGE DETAIL E TYPICAL FASTENING OF HEADER TWO PIECES (1) 10d BOX NAIL FACE NAIL TOP 8 BOT. CHORD @ EACH TRUSS CONT. 2x8 RIBBON BOARD (1) 8d TOENAIL @6'O.C. 2x TOP PLATES OR GIRDER SHEATHING I n DETAIL H �/ TYPICAL FASTENING OF FLAT FLOOR JOIST OR ROOF TRUSS AT BEARING CONDITION /731/4" PLATE EACH SIDE DIA. THRU BOLTS 4 PLY BUILT-UP COLUMN T.O.C. c 1@8"O.C. (2)2x 1/4 1 /2" CAP PLATE STEEL OR WOOD COLUMN SEE PLAN DETAIL L SIMPSON ECC COLUMN CAP OR EQUIVALENT. INSTALL PER MANUR SPECIFICATIONS 112" DIA. A307 BOLTS (TYP.) WOOD POST SEE PLAN TYPICAL WOOD HEADER TO WOOD COLUMN SUPPORT WOOD HEADER SEE PLAN PROVIDE CLOSURE 6.-3" 1/2"DIA. A30]BOLTS (TYP.) PLATE AT TOP OF POST 3/4"THRU BOLTS R7 m T L WOOD BEAM oI SEE PLAN 5/8" BENT PLATE HANGER I 1/2" STIFFENER PLATE TYP. I SEELCOLUMN SEE PLAN TYPICAL WOOD HEADER TO STEEL COLUMN SUPPORT '^'ST OR RAFTER (3) i6d EACH ENDBLOCK 4'-0"O.C.MAX. O WALL STUDS K ONOTE: CONTRACTOR SHALL PROVIDE RESTRAINT TO NON -LOAD BEARING PARTITION WALLS JOIST OR RAFTER PARALLEL TO NON -BEARING WALL LL O K WALL STUDS O X O 6 ci JOIST OR RAFTER PERPENDICULAR TO NON - BEARING WALL JOIST OR RAFTER NOTE: CONTRACTOR SHALL PROVIDE RESTRAINT TO NON -LOAD BEARING PARTITION WALLS WOOD FASTENING SCHEDULE — MINIMUM CONNECTION TYPE FASTENER SIZE AND QUANTITY COMMENTS TYPICAL DETAIL STUD TO SOLE PLATE (4) 8d OR (2) 16d 8d TOENAIL OR 16d END NAIL A DOUBLE STUDS 16d @ 24" O.C. FACE NAIL B SINGLE OR DOUBLE TOP PLATE TO STUD (END WALL) (2) 16d END NAIL C HEADER TO KING STUD (4) 8d TOE NAIL D HEADER, TWO PIECES 16d@16"O.C. EACH EDGE E BUILT-UP BEAMS- SOLID SAWN LUMBER 16d@16"O.C. EACH EDGE F RIM BOARD TO TOP PLATE 8d @ 6" O.C. TOE NAIL H RIM BOARD TO TOP 8 BOTTON CHORD OF FLAT TRUSS (1) 10d BOX NAIL FACE NAIL H FLAT FLOOR TRUSS AT BEARING CONDITION (2) 10d TOE NAIL THROUGH BOTTOM CHORD H SOLE PLATE TO JOIST OR BLOCKING 16d EA. JOIST OR TRUSS FACE NAIL H BUILT-UP CORNER STUDS 16d @ 24" O.C. J TOP PLATES, LAPS AND INTERSECTIONS SEE TYP. LAP SPLICE OF 2x TOP PLATES FACE NAIL COORDINATE WITH DETAIL M ROOF TRUSS TO PLATE SEE DETAILS A1,ACATC4,C7 ON S3-601 FOR UPLIFT FASTENING DETAILS PLYWOOD OR OSB FLOOR SHEATHING SEE TYPICAL FLOOR SHEATHING LAYOUT AND ATTACHMENT DETAIL ON SHEET S3-201 PLYWOOD OR OSB FLOOR SHEATHING SEE TYPICAL FLOOR SHEATHING LAYOUT AND ATTACHMENT DETAIL ON SHEET S3-201 NOTES 1. ALL NAILS TO BE COMMON NAILS MINIMUM, U.N.O. 2. IN ADDITION TO THE ABOVE CHART, THE MINIMUM NAILING AS SPECIFIED BY THE BUILDING CODE SHALL BE REQUIRED. USE WHICHEVER NAILING REQUIREMENT IS MORE STRICT. 3. SEE SECTIONS FOR ANY ADDITIONAL FASTENING INFORMATION. WALL STUD SCHEDULE FLOOR EXTERIOR STUDS DOUBLE BEARING WALLS SINGLE BEARING WALLS CORRIDOR WALLS ROOF TYP. 2x6 @ 24" O.C. TYP. 2x6 @ 24" O.C. TYP. 2x6 @ 24" O.C. TYP. 2x6 @ 24" O.C. UNDER CORRIDOR TRUSS GIRDERS, PROVIDE (3) 2X6 4TH TYP. 2x6 @ 24" O.C. TYP. 2x6 @ 24" O.C. TYP. 2x6 @ 24" O.C. TYP. 2x6 @ 24" O.C. UNDER CORRIDOR TRUSS GIRDERS, PROVIDE (3) 2X6 3RD TYP. 2x6 @ 16" O.C. TYP. 2x6 @ 16" O.C. TYP. 2x6 @ 16" O.C. TYP. 2x6 @ 16" O.C. 2ND NOTES: 1. ALL WALL STUDS ARE SPRUCE PINE FIR No. 1 / No.2 2. ALL 6X6 WOOD POSTS ARE TO BE DOUGLAS FIR -LARCH No. 1 3. SEE ARCHITECTURAL DRAWINGS FOR NON -BEARING WALL STUDS 4. 2x6 STUDS REQUIRED AT PLUMBING WALLS. SEE ARCH. AND MECH. 5. AT LOCATIONS WHERE LOAD BEARING WALLS SIT ON CONCRETE SLAB, ATTACH THE SOLE PLATE TO THE SLAB WITH 3/8" DLA. SCREW ANCHORS WITH 2 1/2" EMBED. @ 2'-8" O.C. (NOTE: THIS DOES NOT APPLY TO LOAD BEARING SHEAR WALLS - REFER TO SHEAR WALL ELEVATIONS AND SCHEDULES FOR ATTACHMENT REQUIREMENTS) HEADER SCHEDULE MARK SIZE HL2-9.5 (2) 1 3/4'x9S' LVL HL3-9.5 (3) 1 3/4'k9.5" LVL HL3-11.3 (3)1 3/4"x11 25"LVL H3-10 (3) 2xl0 <01♦ F E D C A "� WOOLG ERT MCNITECTNE IENOINEMINGIGECWATIAL 7635 Interactive Way Suite 100 Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 WfEENJ A� E 0^ CD > E U � J•� J (�^' `/ W U K U) m K O L c � Q) (yp) € o � NV U c o m 'v c o c a— L — LO E �) U m = U Dlssuances: Prom. No.: 074904 Date: 10/12/18 Sheet Name: TYPICAL WOOD FRAMING DETAILS S3=501 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 fi 3/4" GYP-CRETE (TYP.) APA RATED SHEATHING TOP/GYPCRETE PRE-ENGINEERED WOOD TRUSS, SECTION bUALL l"=l'-U CONT. 2x8 RIBBON BOARD PRE-ENGINEERED WOOD FLOOR TRUSS PER PLAN SECOND AND THIRD � FLOOR FRAMING Y SEE PLAN HEADER SEE PLAN NOTE TOP FLANGE JOIST HANGER TO BE SIZED AND PROVIDED BY TRUSS MFR. TYP. FLOOR TRUSS FABRICATOR SHALL PROVIDE 2 CLEAR SPACES AT CORRIDOR FLOOR TRUSS GIRDERS AS SHOWN IN DETAIL BELOW FOR MECHANICAL PIPING AND DUCTWORK PANEL EDGE NAILING, TYP. TOP/GYPCRETE 3/4" GYP-CRETE (TYP.) APA RATED SHEATHING PRE-ENGINEERED WOOD TRUSS. SECTION MALE : l" = l' U' / APA RATED SHEATHING PER PLAN FLOOR TRUSSES PER PLAN .I CONT. 2x RIBBON I X i X \--I F_ F-1 F-1 CONT. 2x4 C PANEL EDGE FASTENERS, TYP. WALL FRAMING; SEE SCHEDULE SHEAR WALL SHEATHING SEE SCHEDULE SECTION CONT. :Yea�ains►vIl 2x END WALL TRUSS 3/4" GYP-CRETE (TYP.) APA RATED SHEATHING (TYP.) FLOOR CEILING ASSEMBLY SEE ARCH.DWGS. (TYP.) NOTE: STAGGER TRUSSES AS REQUIRED FOR ADEQUATE BEARING OR PROVIDE 2-SPAN TRUSSES UNLESS INDICATED ON PLAN RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Camel '1"1H, DATE: 10/31/19 CONT. 2x4 2x TOP PLAT CORRIDOR 12" GAP (2) 2x SOLE PLATE (TYP.) — DRAFT STOPPING, 3/8" MIN. THICKNESS WOOD STRUCTURAL PANEL (TYP.) PRE-ENGINEERED WOOD TRUSS. (TYP.) 2x TOP PLATE FIRE BLOCKING (TYP.) 2x6 STUD WALL SEE SCHEDULE, MAY ALSO BE SHEAR WALL (TYP.) 3 CARD i 2x STUD WALL SEE SCHEDULE SECTION SCALE : 1"- V-0" 2x STUD WALL SEE SCHEDULE 3/4" GYP-CRETE (TYP.) FLAT FLOOR TRUSS APA RATED SHEATHING TOP/GYPCRETE SECTION SCALE: 1-= 1--U PRE-ENGINEERED WOOD TRUSS. 2x STUD WALL SEE SCHEDULE 2x SILL PLATE PRE-ENGINEERED 2x BLOCKING WOOD TRUSS. (2) 2x TOP PLATE SHEATHING NOTE STAGGER TRUSSES AS REQUIRED FOR ADEQUATE BEARING OR PROVIDE 2-SPAN TRUSSES UNLESS INDICATED ON PLAN SHEATHING CONT. 2x8 RIBBON BOARD EERED SS TOP/GYPCRETE SECTION SCALE : 1" = 1'-0" 1101041*10h 2x STUD WALL SEE SCHEDULE 3W GYP-CRETE (TYP.) APA RATED SHEATHING n -ENGINEERED WOOD TRUSS. 2x STUD WALL SEE SCHEDULE PRE APA RATED SHEATHING (TYP.) NOTE: rnz STAGGER TRUSSES AS REQUIRED FOR ADEQUATE BEARING OR PROVIDE 2-SPAN TRUSSES UNLESS i 1 INDICATED ON PLAN CEILING ASSEMBLY SEE 2x6 BLOCKING-/ ARCH. DWGS. (TYP.) BETWEEN 2x TOP PLATE TRUSSES mP') SHEATHING CONT. 2x8 RIBBON BOARD (2) 2x TOP PLATE MASONRY VENEER MAY OCCUR, SEE ARCH. 15/32 SHEAR WALL SHEATHING (TYP.) PRE-ENGINEERED WOOD TRUSS. (TYP.) 2x TOP PLATE FIRE BLOCKING (TYP.) 2x6 STUD WALL SEE SCHEDULE, MAY ALSO BE SHEAR WALL (TYP.) TYPICAL UNIT SEPARATION WALL AT ROOF SCALE: V-V-0" vr' THRU BOLT, SEE SHEAR WALL SCHEDULE 3W GYP-CRETE (TYP.) APA RATED SHEATHING (TYP.) TOP/FLOOR I rn NOTE: STAGGER TRUSSES AS REQUIRED FOR ADEQUATE BEARING OR PROVIDE 2-SPAN TRUSSES UNLESS INDICATED ON PLAN CEILING ASSEMBLY SEE 2x6 BLOCKING ARCH. DWGS.(TYP.) BETWEEN TRUSSES TOP PLATE (TYP.) 12" GAP. 2x SILL PLATE (TYP.) — SHEATHING PER SHEAR WALLSCHEDULE PRE-ENGINEERED WOOD TRUSS. (TYP.) 2x6 STUD WALL SEE SCHEDULE, MAYALSO BE SHEAR WALL (TYP.) TYPICAL UNIT SEPARATION WALL SCALE : 1- = 1 -U WOOLG ERT MCHITECTNE IENOINEw11NOjOEOWATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E W D E am _0 A� E U � c _J '— _J W Of of o 0 €o � M � my U c o m C E^ O C il il (i — m E U �E B m =U Q Issuances: I� oesoavnax —T—MM-1 Prom. No.: 074904 Date: 10/12/18 A Sheet Name: TYPICAL WOOD FRAMING DETAILS pa*1•11y� it ra 3 CI 5 1 6 1 7 L W R WINDOW SEE ARCH. DWGS. 3/4- GYP-CRETE (TYP.) FLAT FLOOR TRUSS APA RATED SHEATHING TOP/GYPCRETE PRE-ENGINEERED J WOOD TRUSS. 2x STUD WALL SEE SCHEDULE HEADER SEE PLANS SECTION SCALE : 1' = 1'-0' 2x STUD WALL SEE SCHEDULE 3/4' GYP-CRETE (TYP.) FLAT FLOOR TRUSS APA RATED SHEATHING A TOP/GYPCRETE PRE-ENGINEERED WOOD TRUSS / SIMPSON DGHF FIRE WALLHANGER 2x STUD WALL - SEE SCHEDULE SECTION JGNLL: ,'= ,--0 SIMPSON PA18 ANCHORS AT 24" O.C. (TYP.) 3/4" GYP-CRETE (TYP. AT FLOORS) FLAT FLOOR T APA RATED SHEATHIN TOP/GYPCRETE PRE - woo CAPSTONE MAY OCCUR SEEARCH. 2x6 SILL WALL MAY OCCUR CONT. 2x8 RIBBON BOARD (2) 2x TOP PLATE MASONRY VENEER MAY OCCUR, SEE ARCH. SHEATHING, SEE ARCH. GALV. LOOSE L LINTEL SEE SCHEDULE ON S3-001 RIES S G ENGINEERED METAL ANO MFGR. II rnz rnz vv1 D TRUSS. HANGER TO BE SIZED PROVIDED BY TRUSS 18" LVL LEDGER WITH n, A (2) 1/2' DIA. A.B. @ 2'-0' O.C. RELEASED FOR CONSTRUCTION Subject to compliance with all regulations N of State and Local Codes City of Cannel DATE: 10/31/19 SHEATHING IN WALL TRUSS WITH VERTICALS AT 24' O.C. PROVIDE 2x6 TOP AND BOTTOM CHORDS 2-HOUR FIRE RATED WALL, SEE ARCH FOR MATERIALS AND REQUIREMENTS 16" BOND BEAM WITH (2) #4 CONT. too NAILS @ 6' O.C. 3/4' GYP-CRETE (TYP.) APA RATED SHEATHING TOP/GYPCRETE FLAT FLOOR TRUSS SEE PLAN I 2 LAYERS OF Lod NAILS(4 TOTAL), TYP. __ --------- — 2x6 BLOCKING @ 2'-0' O.C. 2x4 SPF-STUDAT24' O.C. CEILING CONT. 2x4 J FRAMING IN SIMPSON HANGERS WHEN LENGTH "X" IS GREATER THAN 2'-0" SECTION SCALE : 1' = 1'-0' 5/8" AN WITH E 3/4" GYP-CRETE (TYP. AT FLOOR: APA RATED SHE) TOP /GYPCRETE SCALE : 1' _ PRE-ENGINEEREI WOOD TRUSS. N �7 SHEATHING L— I I I SIMPSONSDWS22600DB — F _, 26 STUD WALL SCREW @ 6' O.C. L_J SEE SCHEDULE 1 3/4' GYP-CRETE (TYP.) 7 L—J APA RATED SHEATHING I I (2) 2x SOLE PLATE r—� I _ I 1 TOP/GYPCRETE 1 IN WALL TRUSS WITH P—, VERTICALS AT 24' O.C. L— PROVIDE 2x6 TOP AND FLAT FLOOR TRUSS BOTTOM CHORDS SEE PLAN —y I _ I I I F--i 1 (2) 2x TOP PLATE L— I I L_J I I F-1 CONT. 2x4 I_I — 1 FACADE MASONRY —_VENEER OR EFIS 2-HOUR FIRE RATED L_ SEE ARCH. WALL, SEE ARCH I FOR MATERIALS AND r _ y REQUIREMENTS 3)8'xl0"xCONT. EMBEDDED PLATE WITH (2) 1/2' DIA. x 6' STUDS AT 16' O.C. EXTEND PLATE 6' EACH SIDE BEYOND DOOR OPENING ANGLE FOR ELEVATOR DOOR BY G.C. COORDINATE LOCATION WITH ELEVATOR SHOP DRAWINGS UBLE BOND BEAM WITH M CONT. SECTION SCALE : 1' = 1'-0' FS SHEATHING 24 STUD WALL SEE SCHEDULE 2x SILL PLATE IN WALL TRUSS WITH VERTICALS AT 24' O.C. PROVIDE 2x6 TOP AND BOTTOM CHORDS (2) 2x TOP PLATE \1/ WOOLG ERT MCHITECTUE IENOINEMIN010EOWATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E D E cam E U C J '— J �^, W U U o 0 Of n cam Q M m my � U � C o m C V 00 L — N N U n �E m = U B Dlssuances: Prom. No.: 074904 Date: 10/12/18 A Sheet Name: TYPICAL WOOD FRAMING DETAILS P*1&7111K F 1 1 2 EXTERIOR OR SHEAR WALL SHEATHING; SEE PLAN FOR WALLTYPE FINISH FLOOR SEE PLAN DOUBLE TOPPLATE BRICK VENEER; REF. ARCH. WOOD STUDS PER WALL SCHEDULE STEEL LOOSE LINTEL, REF. S3-001 HEADER PER PLAN WINDOW SYSTEM; REF. ARCH. TRUSS BEARING BELOW TOP OF HEADER RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Carmel ',"16 DATE: 10/31/19 3 1 4 1 5 1 6 1 7 4x10 BLOCKING EACH SIDE OF HSS-5.5x5.5 COLUMN AS SHOWN TOP /GYPCRETE 3nd FLOOR- 873'-4" 4th FLOOR = 884'-4" 6-0" SIMPSON STRAP C---__•_• �— ----- PRE-ENGINEERED FLOOR TRUSS PLAN VIEW 4X10 BLOCKING ATTACHED TO HSS-5.5x5.5 COLUMN WITH (3) 5/8" DIA. THRU-BOLTS AS SHOWN(TYP.) 8' 0" (2) SIMPSON CS14 x V-0" LONG FILL EVERY OTHER HOLE WITH lodFILL NAILS 3/4" GYP-CRETE (TYP.) APA RATED SHEATHING - PRE-ENGINEERED - FLOOR TRUSS (TVP.) #4x CON 2nd FLOOR 862'-4" C OF CONCRET � e4ra^ TOP OF PODIUM 4 846E 8' SECTION AT SIGN SUPPORT SCALE : 1"- V-0" 8 I EAC I E OF COL SI CONT. 2x4 1 312" I I I 81 HSS6 1/2"x5 1/2"x5/16" COLUMN WITH BASE PLATE AT THE PODIUM LEVEL AND SHALL BE FULL HEIGHT OF BUILDING. COLUMN SHALL BE BRACED TO THE W24 AT THE SECOND FLOOR. SEE ARCH DRAWINGS FOR ACTUAL COLUMN LOCATION WITHIN WALL. SIGN ATTACHMENT BY OTHERS. PROVIDE MINIMUM OF (5) CONNECTIONS TO STRUCTURE AT4'-0" MIN. SPACING — PROVIDE 2x HORIZONTAL BLOCKING AT EACH SIGN ATTACHMENT POINT. 10'-0" MINIMUM TOTAL LENGTH OF BLOCKING. — SIGN ATTACHMENT BY OTHERS. PROVIDE MINIMUM OF (5) CONNECTIONS TO STRUCTURE AT4'-6" MIN. SPACING - — (2)2x TOP PLATE EACH SIDE OF COLUMN SHEATHING — MASONRVVENEER MAY OCCUR, SEE ARCH. WOOLG ERT MCHITEMMIENGINEEIINGIGEOVATIAL 7635 Interactive Way Suite 100 O Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E wifEENJ A� D E cam E U � C J '— J �^, W Jib"IN WALL. U FART AT PODIUM � rn �+ NUE UP TO THE t= V/ VEL. CL of4GS FOR O O 4 WITHIN WALL €o N V � U � C o CR m O C U La m on B S Q Issuances: Prom. No.: 074904 Date: 10/12/18 A Sheet Name: WOOD FRAMING DETAILS R*1&711z1A] 2 HOLDOWN POST SIMPSON HOLDOW BOUNDARY MEMBE ADDITIONAL 2x FRAMING AND BELOW FLOOF AND SHEATHING TO BUILD` ELEVATIONS OUT CORNER TO FACE OF WALL, TYP. WOOD FLOOR TRUSS PER PLAN SOLE PLATE h FLOOR ELEVATION DOUBLE TRUSS; DESIGN TRUSS BEARING DOUBLE TOP F END FOR COMPRESSION TO MATCH TENSION CAPACITY OF HOLDOWN SIMPSON HOLI AND BELOW FI ELEVATIONS (4) STUDS CTI 1"=17 'E ai of H U rD rr c 0 tL rn v m tr E 3 c 0- a 1 RELEASED FOR CONSTRUCTION QNT Bgp 'N Subject to compliance with all regulations _ of State and meal Codes City of Cannel ',"19 • DATE: 10/31/19 3 1 4 1 5 1 6 1 7 1 8 1 9 JAND R ABOVE PER LATE )OWN ABOVE OOR PER WALL MULTI SE FINISH FLOOR SEE PLAN PROVIDE BLOCKING WITHIN FLOOR TRUSS SPACE TO MATCH ENI WALLSTUDS BLOCKING CUT TIGHT TO FIT BETWEEN SHEATHING AND DOUBLE TOP PLATE; MATCH BOUNDARY MEMBER OF HOLDOWN ABOVE BOUNDARY MEMBER BELOW FLOOR MATCHES HOLDOWN ABOVE FLOOR BELOW FLOOR CTION 1"= 1'-0. iTUDS PER ,HEDULE SHEAR FASTENERS PER SCHEDULE (TOP AND BOTTOM) SHEAR BRACE FRAME PER SCHEDULE (TOP AND BOTTOM) MULTI SE FINISH FLOOR SEE PLAN PROVIDE BLOCKING WITHIN FLOOR TRUSS SPACE TO MATCH ENI WALLSTUDS PROVIDE 2x BLOCKI UNDER WALL STUD; WHERE WALLS ARE PARALLEL TO FLOOI TRUSSES ECTION dE : 1" = T-0" STUDS PER :HEDULE SHEAR FASTENERS PER SCHEDULE (TOP AND BOTTOM) 74,E WOOLG ERT MCNITECTNE �NOINEw11NOjOEOWATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F SHEAR BRACE FRAME PER SCHEDULE (TOP AND BOTTOM) E WfEEMP A� D E cam nO W n� — W E U C J '— J �^, W U U o 0 Of n ) co €� 0) U o C V m O C U � Z3 LoE m = U B Issuances: Nev oeswenax osTa 0 Issued For Building 3 Review 10/12/18 1 Issued For Building 3 Permit 06H0M9 Prom. No.: 074904 Date: 10/12/18 A Sheet Name: WOOD FRAMING DETAILS S3=505 2 I 3 I 4 I s I 6 I 7 I 6 I s f: 10d NAILS AT 6" O.0 TOP OF PARAPE REFARCH 2x10 AT TOP OF PARA ET M E 2x BLOCKING WITH (2) ROWS OF 10d NAILS AT 6" O.0 EXTERIOR WALL SHEATHINGS ROOF SEE PLAN 2x6 RIBBON BOARD W/ (2) ROWS OF EXTERIOR SHEATHING BOUNDARY FASTENERS, TOP AND BOTTOM OF TRUSS EXTERIOR WALL SHEATHINGS BRICK VENEER; REF ARCH STEEL LOOSE L LINTEL; REF SCHEDULE ON SHEET S3-001 TOP OF WINDOW REF ARCH SECTION SCALE : I = l'-u FOR ADDITIONAL INFORMATION NOT SHOWN,SEEDETAIL Ei/S3-601 N 2x KICKER TO MATCH SPACING - AND LOCATION OF 2x10 FRAMING 2x10 FRAMING AT 24" O.C. MAX. 2-HOUR FIRE RATED WALL, SEE ARCH FOR MATERIALS AND REQUIREMENTS STAIRWELL 2x6 BEARING WALL SECTION SHALL: ,-=,-U EXTERIOR WALL SHEATHING BOUNDARY NAILING AT TOP PLATE EXTERIOR WALL SHEATHING SEE DESIGN NOTES ROOF SHEATHING BOUNDARY NAILING ROOF SHEATHING SEE DESIGN NOTES PRE-ENGINEERED WOOD ROOF TRUSS i9161SYETdCta17 ROTc12 1x0141: SIMPSON CLIP FOR OUT OF PLANE SHEAR 2x6 DOUBLE TOP PLATE. REF WALL SCHEDULE BUILT-UP HEADER, REF WALL SCHEDULE (2) a6 STUD WALL 2x SILL PLATE 2x10 RIBBON BOARD (2) 2x6 TOP PLATE 2x8 RIBBON BOARD SIMPSON SDWS2260ODB SCREW @ 6" O.C. APA RATED SHEATHING TOP / MAIN ROOF CONT. 2x4 FLAT ROOF TRUSS SEE PLAN RELEASED FOR CONSTRUCTION SPLICE FOR FULL VALUES Subject tocompliance and Local Codes anwith all at Sete EDGE DISTANCE FROM TOP PLATE SPLICE Lity M LaInIel DATE: 10/31/19 PRE-ENGINEERED WOOD ROOF TRUSS PER PLAN ROOF SEE PLAN PANEL EDGE FASTENERS, TYP. WALLFRAMING; SEE SCHEDULE SHEAR WALL SHEATHING SEE SCHEDULE SECTION SCALE NOTE ROOF TRUSS FABRICATOR SHALL PROVIDE A CLEAR 3'-0" WIDE SPACE DOWN THE ENTIRE LENGTH OF THE CORRIDOR ROOF TRUSSES AS SHOWN IN DETAIL BELOW FOR MECHANICAL PIPING AND DUCTWORK - PANEL EDGE NAILING, TYP. ROOF SHEATHING SEE DESIGN NOTES 2x FRAMING PER PLAN \ 3-Y, / \ CLEAR / X - ROOF TRUSSES 2x LEDGER CORRIDOR NOTE: REFERENCE DETAIL C7/S3-601 FOR INSTALLATION ANGLE LIMIT. Non: STAGGER ROOF TRUSSES AS REQUIRED ON TOP OF BEARING WALLS 2x10 BLOCKING BETWEEN EACH ROOF TRUSS (TYP.) ALL (5) DETAILS "C4, CT At, A4 & A7" ARE FLAT, BUT ARE SHOWN \ erHEMATICALLY AS SLOPED AND ARE INTENDED ONLY TO DW THE CONNECTIONS OF THE ROOF TRUSS TO THE RUCTURE FOR WIND UPLIFT RESISTANCE. REFER TO THE OF TRUSS SUPPLIER'S DRAWINGS FOR THE EXACT OMETRY OF THE ROOF TRUSSES TRUSS/RAFTER OFFSET FROM STUD nIa ¢t4° 414' �1 I� DOUBLE SDWC INSTALL we CONFIGURATION A NITS TOP OF REF ROOF EE PL/ EXTERIOR WALL SHEA1 BRICK VENEER; REF A STEEL LOOSE L LINTEL; RI SCHEDULE ON SHEET S3-0 SECTION SCALE : V = 1'-0" 3 VTMIN, C7 INSTALLATION RANGE DER TO TOP PLATE SHOWN USS TO TOP PLATE SIMILAR) NOT INSTALL SDWC IN CHED AREA ,Y BE SLOPED UP TO AND ID MUST BE "BIRDSMOUTH" 8 2 3/4"a/-1/4" BOTH SCREWS INSTALLED+/-5° DOUBLE SDWC INSTALL - CONFIGURATION B NTS F E C 74ALi W00LG ERT MCNITECTUE IVNOINEMINOIOEO V ATIAL 7635 Interactive Way Suite 100 Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 W ^O > 0 U � J•� J �^, W 0 U N o O a Q C'7 m my � U � o owC i C ^ (i O C — L — � N N LOE U � m = U Q Issuances: aesa "011 Prom. No.: 074904 Date: 10/12/18 A Sheet Name: ROOF FRAMING SECTIONS S3=601 1 I 2 1 3 I 4 I 5 1 6 1 7 1 8 1 9 F ABBREVIATIONS SYMBOLS F P & AND FD FLOOR DRAIN PL PLATE L ANGLE FDTN FOUNDATION PLAM PLASTIC LAMINATE @ AT FH FLAT HEAD PLAS PLASTER CL CENTERLINE FIN FINISH PLYWD PLYWOOD 0 DIAMETER FLCV FLASH COVE PORC PORCELAIN E CHANNEL FLR FLOOR PSF POUNDS PER SQUARE FOOT FLUOR FLUORESCENT PSI POUNDS PER SQUARE INCH A FPL FIREPLACE PT PAINT F.PRG FIREPROOFING PTN PARTITION ACOUS ACOUSTICAL FIR FRAME PVC POLYVINYL CHLORIDE ACPL ACOUS. PLASTER FT FIRE TREATED ACT ACOUSTICAL TILE CEILING FTG FOOTING O ADJ ADJUSTABLE AFF ABOVE FINISHED FLOOR G OT QUARRYTILE AFG ABOVE FINISHED GRADE AHR ANCHOR G GROUND ALT ALTERNATE GA GAUGE R ALUM ALUMINUM GALV GALVANIZED APPROX APPROXIMATELY GC GENERAL CONTRACTOR R RADIUS ATTEN ATTENUATION GEN GENERAL R RISERS GFI GROUND FAULT INTERRUPT RBR RUBBER GI GALVANIZED IRON RD ROOF DRAIN B GL GLASS REC RECESSED GL BLK GLASS BLOCK REF REFERENCE BD BOARD GT GLAZED TILE REINF REINFORCED BLDG BUILDING GT GROUT READ REQUIRED BLK BLOCK GYP GYPSUM RES RESISTANT BM BEAM GYP BD GYPSUM BOARD RESIL RESILIENT BOT BOTTOM GYP PLAS GYPSUM PLASTER RET RETAINING ERG BEARING RM ROOM BRK BRICK RO ROUGH OPENING BSMT BASEMENT H RP RUBBER PADS BLD BOLLARD HB HOSE BIB HC HOLLOW CORE C HD HEAD S HOW HARDWARE CAB CABINET S SOUTH CB CATCH BASIN HDWD HARDWOOD SC SCHEDULE CEM CEMENT HM HOLLOW METAL SCIN W SOLID CORE WOOD CEM PLAS CEMENT PLASTER HNDRL HANDRAIL SECT SECTION CER CERAMIC HORIZ HORIZONTAL BHT SHEET CG CORNER GUARD HT HEIGHT SIM SIMILAR CJ CONTROL JOINT SLNT SEALER CLG CEILING I SPEC SPECIFICATION CM CERAMIC MOSAIC SO SQUARE CMU CONCRETE MASONRY UNIT ID INSIDE DIAMETER SST STAINLESS STEEL IN INCH CO CLEAN OUT STD STANDARD COL COLUMN INSUL INSULATION STL STEEL CONC CONCRETE INT INTERIOR STUC STUCCO CONSTR CONSTRUCTION INV INVERT STRUCT STRUCTURAL CR COLD ROLLED SUSP SUSPENDED CPT CARPET J SV SHEETVINYL CONT CONTINUOUS JAN JANITOR CT CERAMICTILE JT JOINT T J-BOX JUNCTION BOX D T TREADS T & B TOP AND BOTTOM DEL DOUBLE K T&G TONGUEAND GROOVE DET DETAIL TEL TELEPHONE CIA DIAMETER KIT KITCHEN TER TERRAZZO DIAG DIAGONAL KPL KICKPLATE TOC TOP OF CONCRETE DIM DIMENSION TOM TOP OF MASONRY DISP DISPENSER L TOS TOP OF STEEL ON DOWN TOW TOP OF WALL DR DOOR LAM LAMINATE THRU THROUGH DS DOWNSPOUT LAV LAVATORY TYP TYPICAL DW DRYWALL LINO LINOLEUM TE TROWELED EPDXY DWG DRAWING LT WT LIGHT WEIGHT LVR LOUVER U E M UR URINAL E EAST EA EACH MACH MACHINE EJ EXPANSION JOINT MAX MAXIMUM V EL ELEVATION MECH MECHANICAL ELEC ELECTRICAL MFR MANUFACTURER VCP VITRIFIED CLAY PIPE ENAM ENAMEL MH MANHOLE VCT VINYL COMPOSITION TILE EPT EPDXY PAINT MIN MINIMUM VERT VERTICAL EQ EQUAL MR MARBLE VO VINYL (BY OWNER) EQUIP EQUIPMENT MO MASONRY OPENING VT VINYL TILE EW EACH WAY MTL METAL VWC VINYL WALL COVERING EWC ELECTRIC WATER COOLER MULL MULLION EXIST EXISTING W EXP EXPANSION N W WEST EXP EXPOSED STRUCTURE N NORTH W/ WITH EXT EXTERIOR NIC NOT IN CONTRACT WC WATER CLOSET NOM NOMINAL WD WOOD NTS NOT TO SCALE WF WIDE FLANGE WDP WOOD PANELING O WIRES WATER-RESISTANT WP WATERPROOF OC ON CENTER WWF WELDED WIRE FABRIC OH OVERHEAD OD OUTSIDE DIAMETER OPNG OPENING OPP OPPOSITE RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Cannel '1"1 DATE: 10/31/19 REFERENCE SYMBOLS DRAWING TITLE DRAWING REFERENCE NUMBER DRAWING NAME DRAWING TITLE 1 SCALE OF DRAWING DRAWING REFERENCE NUMBER DRAWING SHEET NUMBER BUILDING I DETAIL SECTION 1 1 DRAWING REFERENCE NUMBER A.40 A.401 DRAWING SHEET NUMBER END OF SECTION BUILDING WALL SECTION SECTION ENLARGED DETAIL INTERIOR ELEVATIONS 1 4 40 2 3 COLUMN CENTER LINES DRAWING REFERENCE NUMBER DRAWING SHEET NUMBER DRAWING REFERENCE NUMBER DRAWING SHEET NUMBER DRAWING SYMBOLS MISCELLANEOUS SYMBOLS A F.D. FLOOR DRAIN RD. ROOF DRAIN yl} CHANGE IN ELEVATION ROOM SYMBOL GRAPHIC SYMBOLS STORAGE ROOM NAME WORK POINT F1-0-11 ROOM NUMBER DATUM POINT DOOR SYMBOL REVISIONICHANGE MATCH LINE 101 Z SHADED PORTION IS THE SIDE CONSIDERED OPENING SYMBOL KEYNOTE WALL TYPES U O u — HARDWARE SET SYMBOL 2 U1 MATERIAL SYMBOLS EARTH OR 1111=IIII=1111=IIICOMPACT GRANULARlii llll=iill=llii l ROCK FILL FILL I CONCRETE CONCRETE CONCRGHT o -1ETE MORTAR MASONRY C.M.U. FACE BRICK STONE CASTSTONE METAL METAL@ L T I METAL@ LARGE SCALE SMALL SCALE WOOD FINISH ® ROUGH BLOCKING PLYWOOD GLASS SMALL SCALE LARGE SCALE GLASS BLOCK INSULATION LOOSE OR RIGID SPRAY FOAM BATT FINISHES ACOUSTICAL GYPSUM LATH TILE BOARD PLASTER TE CARPET ELEVATION INDICATIONS GLASS CONCRETE ® SIDING ® BRICK CMU ® SHINGLES DOOR CONVENTIONS TYPICAL DOOR CONVENTIONS n i A EXIST. DOOR TO REMAIN EXIST. DOOR TO BE REMOVED NEW SINGLE DOOR NEW PAIR OF DOORS DOUBLE ACTING DOOR DOOR WITH EMERGENCY RELEASE HARDWARE B4FOLD DOOR DOOR WITH 180 DEGREE SWING POCKET DOOR ACCORDIAN FOLDING DOOR WOOLPEPT MCRITECTUREjENGINEERINGIGWAATIM 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E V� W D E OL 0 E U C J '— J y-+ C� n rU C V / c K o O c Ii Ca Eo 0 (� � NV Uno `o5 c 'v C O c w E B 0 m sca o O Issuances: Prom. No.: 074904 Date: 10/12/18 A Sheet Name: ABBREVIATIONS AND SYMBOLS A3=001 1 2 3 n 67 11 c: 9 t m K 2 U Q a 3 m C3 0 rn of C m E 0 To D` BOTTOM OF DECK, REFER TO STRUCTURAL DRAWINGS BOTTOM OF DECK, REFER TO STRUCTURAL / DRAWINGS UNDERSIDE OF HORIZONTAL CEILING ASSEMBLY 2 X6 WOOD STUDS @16'O.C. � 5/8' GYPSUM BOARD OR MOISTURE RESISTANT GYPSUM BOARD AT PLUMBING PARTITIONS 1/2' RESILIENT CHANNEL AT ALL CORRIDOR WALLS ADJACENT TO RESIDENTIAL UNITS (6H). 1 CORRIDOR SIDE BASE PER SCHEDULE FIN. FLOOR STUDS AND INSULATION TO UNDERSIDE OF DECKING UNDERSIDE OF ABOVE (6D, BE, 6F, AND 6H HORIZONTAL CEILING ONLY) ASSEMBLY STUDS AND INSULATION TO 2 X 4 WOOD STUDS @ 16" O.C. — UNDERSIDE OF CEILING ASSEMBLY (613 AND 6C ONLY) 5/8" GYPSUM BOARD OR SOUND ATTENUATION BATT MOISTURE RESISTANT GYPSUM INSULATION (BD, BE, 6F, AND BOARD AT PLUMBING PARTITIONS 4H ONLY) 1/4' UNIT SIDE SHEAR WALL SHEATHINy BASE PER S TO BE PONUUN SIDE, RERORDEDSORC FIN. FLOOR DRAWINGS DOUBLE LAYER OF 5/8" GYPSUM BOARD BOTH SIDES (BE ONLY) PARTITION TYPE 6 6B -1 LAVER 5/8" GYPSUM BOARD ON FINISHED SIDE TO ASSEMBLY ABOVE, INTERIOR 2X6 WOOD CHASE WALL. 6C— 1 LAVER 5/8' GYPSUM BOARD TO ASSEMBLY ABOVE, INTERIOR 2X6 WOOD STUD PARTITION, 1 LAVER 5/8' GYPSUM BOARD TO ASSEMBLY ABOVE. 6D— 1 LAVER 5/8" GYPSUM BOARD TO ASSEMBLY ABOVE, INTERIOR 2X6 WOOD STUD PARTITION WITH SOUND BATTS, 1 LAYER 5/8' GYPSUM BOARD TO ASSEMBLY ABOVE. INCLUDE ACOUSTICAL SEALANT AT TOP AND BOTTOM. MINIMUM STC = 50. BE— 1 LAVER 5/8' FIRE RATED GYPSUM BOARD TO ASSEMBLY ABOVE, INTERIOR 2X6 WOOD STUD PARTITION WITH SOUND BATTS, 1 LAVER 5/8" FIRE RATED GYPSUM BOARD TO ASSEMBLY ABOVE. INCLUDE FIRE RATED SEALANT AT TOP AND BOTTOM. MINIMUM STC =50. 1-HOUR RATED ILL DESIGN#U301 AND U305. 6F — 2 LAVERS 5/8' FIRE RATED GYPSUM BOARD TO ASSEMBLY ABOVE, INTERIOR 2X6 WOOD STUD PARTITION WITH SOUND BATTS, 2 LAVERS 5/8" FIRE RATED GYPSUM BOARD TO ASSEMBLY ABOVE. INCLUDE FIRE RATED SEALANT AT TOP AND BOTTOM. MINIMUM STC =50. 2-HOUR RATED ILL DESIGN#U301 AND U305. 6H— 1 LAVER 5/8" FIRE RATED GYPSUM BOARD TO ASSEMBLY ABOVE, INTERIOR 2X6 WOOD STUD PARTITION WITH SOUND BATTS, 1/2" RESILIENT CHANNEL ON CORRIDOR SIDE, 1 LAVER 5/8' FIRE RATED GYPSUM BOARD TO ASSEMBLY ABOVE. INCLUDE FIRE RATED SEALANT AT TOP AND BOTTOM. MINIMUMSTC= 50. 1-HOUR RATED ILL DESIGN #U311. NOTE: 1 LAVER OSB ON UNIT SIDE, AS INDICATED ON STRUCTURAL DRAWINGS. TYP. WALL PARTITION TYPES STUDS AND INSULATION TO UNDERSIDE OF CEILING ASSEMBLY BOTTOM OF CEILING DECK, REFER TO CEILING DRAWINGS MIN 3/8" THICK STRUCTURALWOOD DRAFT STOPPING ASSEMBLVABOVE SOUND ATTENUATION BATT SOUND ATTENUATION BATT INSULATION (ONE SIDE OF INSULATION (4A, 4D, 4E, AND FRAMING ONLY) 4F ONLY) 4" 5/8' GVPSUh 2" BASE PER S FIN. FLOOR INTERIOR 2X4 WOOD FURRING AND SOUND BATTS. 'Am AIR SPACE 4B -1 LAVER 5/8' GYPSUM BOARD ON FINISHED SIDE TO ASSEMBLY ABOVE, INTERIOR 2X4 WOOD CHASE WALL. 4C— 1 LAVER 5/8" GYPSUM BOARD TO ASSEMBLY ABOVE, INTERIOR 2X4 WOOD STUD PARTITION, 1 LAVER 5/8" GYPSUM BOARD TO ASSEMBLY ABOVE. 4D— 1 LAVER 5/8" GYPSUM BOARD TO ASSEMBLY ABOVE, INTERIOR 2X4 WOOD STUD PARTITION WITH SOUND BATTS, 1 LAVER 5/8" GYPSUM BOARD TO ASSEMBLY ABOVE. INCLUDE ACOUSTICAL SEALANT AT TOP AND BOTTOM. MINIMUM STC = 50. 4E — 1 LAVER 5/8" FIRE -RATED GYPSUM BOARD TO ASSEMBLY ABOVE, INTERIOR 2X4 WOOD STUD PARTITION WITH SOUND BATTS, 1 LAVER 5/8' FIRE RATED GYPSUM BOARD TO ASSEMBLY ABOVE. INCLUDE FIRE RATED SEALANT AT TOP AND BOTTOM. MINIMUM STC = 50. 1-HOUR RATED ILL DESIGN #U301 AND U305. 4F — 2 LAVERS 5/8' FIRE RATED GYPSUM BOARD TO ASSEMBLY ABOVE, INTERIOR 2X4 WOOD STUD PARTITION WITH SOUND BATTS, 2 LAVERS 5/8" FIRE RATED GYPSUM BOARD TO ASSEMBLY ABOVE. INCLUDE FIRE RATED SEALANT AT TOP AND BOTTOM. MINIMUM STC 50. 2-HOUR RATED ILL DESIGN#U301 AND U305. BOTTOM OF DECK, REFER TO STRUCTURAL DRAWINGS 1�, L UNDERSIDE OF HORIZONTAL CEILING ASSEMB LV BOTTOM OF 5 1/2' HORIZONTAL CEILING 61/8' 2x TOP PLATE FIRE BLOCKING ASSEMBLY 8' CMU WITH HORIZONTAL MASONRY REINF @ 16' O.C. 1'- 1 T4' 2 X 6 WOOD STUDS @ 16' O.C. STAGGER STUDS AS REQUIRED SO STUDS DO NOT ALIGN BETWEEN WALLS SHEAR WALL SHEATHING TO BE PROVIDED IN OPEN SPACE AS REQUIRED, REFER TO STRUCTURAL DRAWINGS SOLID WOOD OR MINERAL WOOL FIRE BLOCKING PARTITION TYPE 9 9A -1 LAVER 5/8" FIRE RATED GYPSUM BOARD TO ASSEMBLY ABOVE, INTERIOR 2X6 WOOD STUD PARTITION WITH SOUND BATTS, 1 LAVER OSB PER STRUCTURAL DRAWINGS, AIR SPACE, INTERIOR 2X6 WOOD STUD PARTITION WITH SOUND BATTS, 1 LAVER 5/8' FIRE RATED GYPSUM BOARD TO ASSEMBLY ABOVE. INCLUDE FIRE RATED SEALANT AT TOP AND BOTTOM. MINIMUMSTC=50. 1-HOURRATEDUL DESIGN #U311. 9B -1 LAVER 5/8" FIRE RATED GYPSUM BOARD TO ASSEMBLY ABOVE, INTERIOR 2X6 WOOD STUD PARTITION WITH SOUND BATTS, 1 LAVER OSB PER STRUCTURAL DRAWINGS, AIR SPACE, INTERIOR 2X4 WOOD STUD PARTITION WITH SOUND BATTS, 1 LAYER 5/8' FIRE RATED GYPSUM BOARD TO ASSEMBLY ABOVE. INCLUDE FIRE RATED SEALANT AT TOP AND BOTTOM. MINIMUMSTC=50. 1-HOURRATEDUL DESIGN #U311. 60 MIL. EPDM FULLY ADHERED ROOFING MEMBRANE OVER 5'8' 3/4' GVPCRETE PROTECTION BOARD OVER MIN. 1/2' THICK POLVISO RIGID INSULATION, 3/4" APA RATED OSB "ACOUSTIBLOCK" 3/4' GVPCRETE SUBFLOORING SOUND -PROOFING MIN. 3/4" APA RATED OSB MEMBRANE, 1/8" SUBFLOORING "ACOUSTIBLOCK" MIN. 3/4"APA RATED ROOF MINIMUM I MINIMUM MEMBRANE, E, /3. SHEATHING MEMBRANE, Iili/8' IL 1/2' RESILIENT L 1/2' RESILIENT WOOD TRUSSES, WOOD TRUSSES, CHANNELS WOOD TRUSSES, CHANNELS SEE STRUCTURAL SEE STRUCTURAL SEE STRUCTURAL DRAWINGS DRAWINGS 518' GYPSUM BOARD DRAWINGS 5/8' GYPSUM BOARD SOUND BATT INSULATION STAPLED TO UNDERSIDE OF SUBFLOORING A01 I n u I wet Fi nnac 9 THPI I ASSEMBLY TO HAVE MIN. STC J RELEASED FOR CONSTRUCTION Subject to compliance with all regulallons 1/2' RESILIENT CHANNELS 5/8' GYPSUM BOARD A02 1HR FIRE RATED FLOOR/ CEILING ASSEMBLY BETWEEN IA03 11HR FIRE RATED ROOFING ASSEMBLY (ILL RATED ROOFING ASSEMBLY(ILL P-522) CORRIDORS (UL L-546) 3/4" APA RATED OSB SUBFLOORING WOOD TRUSSES, SEE STRUCTURAL DRAWINGS A04 NOT USED NOT USED CORRIDOR SIDE BASE PER SCHEDULE FIN. FLOOR BOTTOM OF DECK, REFER TO / STRUCTURAL AMU MASONRY STOPS DRAWINGS / AT UNDERSIDE OF DECK (BB AND BC ONLY) BOTTOM OF HORIZONTAL CEILING ASSEMBLY CMU MASONRY 518• GYPSUM BOARD OR PENETRATES MOISTURE RESISTANT HORIZONTAL ASSEMBLY GYPSUM BOARD AT (BA ONLY) PLUMBING CORRIDOR OR — DWELLING SIDE WOOD FURRING @ WITH SHAFT OPENING SIDE WITH SOUND BATT INSULATION PARTITION TYPE 8 BA— 8' NOMINAL CMU WALL. INCLUDE FIRE RATED SEALANT ATTOP AND BOTTOI 2-HOUR RATED ILL DESIGN #U906. BE -8' NOMINAL CMU WALL TO UNDERSIDE OF ASSEMBLY ABOVE. INCLUDE FIRE RATED SEALANTAT TOP AND BOTTOM. 2-HOUR RATED ILL DESIGN #U906. 7Cli[H7SEg 7dis "ACOUSTIBLOCK" SOUND -PROOFING i MEMBRANE, I/8' MINIMUM 3/4" APA RATED OSB SUBFLOORING NOT US WOOD TRUSSES, x SEESTRCUTURAL DRAWINGS SOUND BATT INSULATION STAPLED TO UNDERSIDE OF SUBFLOORING A05 NOT USED 101/4' " MIN. AT 2A ONLY PARTITION TYPE BA 218" BASE PER SCHEDULE FIN. FLOOR PARTITION TYPE 2 2A-1 LAYER 5/8' GYPSUM BOARD ON FINISHED SIDE TO ASSEMBLY ABOVE, INTERIOR 2X2 WOOD FURRING, 'WAIR SPACE. 2B— 1 LAYER 5/8" GYPSUM BOARD ON FINISHED SIDE TO ASSEMBLY ABOVE, INTERIOR 2X2 WOOD CHASE WALL TIGHT TO ADJACENT RATED ASSEMBLY. 04WEC 7aA1.1210 "ACOUSTIBLOCK" SOUND-PROOFIN MEMBRANE, 1/8' MINIMUM 5/8" GYPSUM BOARD METAL SUPPORT SUSPENDED FROM STRUCTURE ABOVE WITH WIRES CONCRETE SLAB AND METAL DECK REFER TO STRUCTURAL FINISH FLOOR 3/4" GVPCRETE SPRAYAPPLIED 3/4" APA RATED OSB "ACOUSTIBLOCK" FIREPROOFING SUBFLOORING SOUND -PROOFING MEMBRANE, 1/8' j MINIMUM .. . WOOD TRUSSES, SEESTRUCTURAL ADS NOT USED NOT USED 5/8' GYPSUM BOARD METAL SUPPORT SUSPENDED FROM STRUCTURE ABOVE WITH WIRES A07 IF1R FIRE RATED FLOOR ASSEMBLY ABOVE RETAIL SLAB, ILL. G-801) W O U L P E P T Ax NO TECT ORE Ex I NEE R1 NOIOEOaPAT iAL 7635 Interactive Way Suite 100 IS Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E D C L] W6111111111111111 A� E CI O n W n� W E U � J W � a--L s= U o 0 a > N M ED M €ED mclm NM cv O c m «m �U Q Issuances: MEW DEscmenoN maE 0 Issued For Building 3 Review 10/12/18 1 Issued For Building 3 Permit 06/10/19 Prom. No.: 074904 Date: 10/12/18 A Sheet Name: ASSEMBLY TYPES of State and Inca) Codes City of Carmel / CEILING ASSEMBLY TYPES DATE: 10/31/19 Fit sfIly� 1 2 3 0 5 0 7 ii WOOD FASTENING SCHEDULE - MINIMUM CONNECTION TYPE FASTENER SIZE & QUANTITY COMMENTS TYPICAL DETAIL STUD TO SOLE PLATE (4) 8d OR (2) 16d 8d TOENAIL OR 16d END NAIL A DOUBLE STUDS 16d @ 24" O.C. FACE NAIL B SINGLE OR DOUBLE TOP PLATE TO STUD (END WALL) (2) 16d END NAIL C HEADER TO KING STUD (4) 8d TOE NAIL D HEADER, TWO PIECES 16d @ 16" O.C. EACH EDGE E BUILT-UP BEAMS - SOLID SAWN LUMBER 16d @ 12" O.C. EACH EDGE F TOP PLATES, LAPS AND INTERSECTIONS SEE TYP. LAP SPLICE OF 2x TOP PLATES FACE NAIL COORDINATE WITH DETAIL G BUILT-UP CORNER STUDS 16d @ 241, O.C. FACE NAIL H NOTES - ALL NAILS TO BE COMMON NAILS MINIMUM, U.N.O. IN ADDITION TO THE ABOVE CHART, THE MINIMUM NAILING AS SPECIFIED BY THE BUILDING CODE SHALL BE REQUIRED. USE WHICHEVER NAILING REQUIREMENT IS MORE STRICT. SEE SECTIONS FOR ANY ADDITIONAL FASTENING INFORMATION. 16d NAILS 4'-0" (10) 16d NAILS DETAILG TYPICAL FASTENING OFLAP SPLICE FOR 2x TOP PLATES TYP. PARTITION HEAD INSULATION NOTES: SMOKE RATED WALLS - FIRE SAFING INSULATION FIRE RATED WALLS - FIRE BARING INSULATION SOUND RATED WALLS -ACOUSTICAL BATT INSULATION DOUBLE WO STUD TOP PI naaa �ylax.�xyaa.�laccc FIRECAULK & SEALANT TYP. SECURE T.O. STUDS ONLY TO DEFL. TRACK W/ SCREWS THROUGH SLOTS. METAL'J-MOLD' EDGE TRIM SECURE GYP. BD. TO STUDS V i GYPSUM BOARD AND WOOD STUD PARTITION. - SEE PARTITION TYPES FOR SIZES. TYP. GYPSUM HEAD DETAIL SCALE : 3" = 1'-0" SEE PART. TYPE FOR WOOD STUDS SIZE AND ATTENUATION BLANKET THICKNESS 2x SILL PLATE (MOISTURE RESISTANT WHEN IN CONTACT WITH CONCRETE OR IN BATHROOMS) CONTINUOUS BED F OR SMOKE EXPANSION ANCHOR `BD. BOTH SIDES)NTUNDERSGVP. FIN. FLOOR RELEASED FOR CONSTRUCTION Subject to compliance with all regulations ILL DETAIL of State and Local Codes City of Calomel DATE: 10/31/19 16d NAILS REFER TO PARTITION TYPES, A.00 POWER DRI FRAMING W 16' O.C. 2x STUD DOUBLE 2x STUD 16d @ 241, O.C. (4) 8d TOENAIL FACE NAIL OR (2) 16d END NAIL SOLE PLATE DETAIL A DETAIL B TYPICAL FASTENING OF TYPICAL FASTENING OF STUD TO SOLE PLATE STUD TO SOLE PLATE KING STUD 2x STUD HEADER OR LINTEL 16d @ 16" O.C. EA. EDGE (4) 8d TOENAIL DETAIL E DETAIL D TYPICAL FASTENIN( HEADER (2) PIECES TYPICAL FASTENING OF STUD TO SOLE PLATE 16d @ 241, 2x BLOCKING @ 241, O.C. @ 241, O.C. DCKING 24" O.C. UE I AIL H TYPICAL FASTENING OF BUILT-UP CORNER STUDS GYP. BOARD METAL CORNER BEAD, TYP. TYP. GYP. CORNER DETAIL SCALE : 3" =1'-0" CONTINUOUS HEAD RUNNER STUD OR CLIP ANGLES AS BETWEEN WALL INTERSECTION REQUIRED FOR CONNECTION REFER TO POWER DRIVEN PARTITION 16D FRAMING TYPES, (THIS NAILS @ 16' O.C. SHEET) TYP. GYP. INT. DETAIL SCALE: T=V-0" 1 1/2" Q M EP 16d @ 16" O.C. 2x TOP PLATES (2) 16d END NAIL 2x STUD DETAILC TYPICAL FASTENING OF STUD TO SOLE PLATE 16d @ 16" O.C. EA. EDGE 16d @ 121, O.CJ EA. EDGE, EA. FACE DETAIL F TYPICAL FASTENING OF BUILT-UP BEAMS SOLID LUMBER 3 PLY BUILT- UP COLUMN a TYPICAL FASTENING OF BUILT-UP COLUMNS JT. SPACING 30'-0' O.C. MAX. OR MAXIMUM AREA PER GYP. BD. MFR'S GUIDELINES ....--,.....-....--.. ,,,...-..,.. ' •INT TYP. GYP. BOARD CONTROL JOINT JLALL : S = I -U 4 PLY BUILT- UP COLUMN ILAN W®®LPEPT 1RLXITELTYREjENGINEEPoX414EMPATILL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 09 �q IUD Its' t] n n� W E Q _0 U � J•� J �A K U Uc D: O � O � c m (>D n O N O W 0 M €0 NM c al cv o c € M CO 0 � U Q Issuances: REV DESCRI"M MTE 0 Issued For Building 3 Revies 10/12/18 1 Issued For Building 3Permit 06/10/19 Prom. No.: 074904 Date: 10/12/18 Sheet Name: ASSEMBLY DETAILS Fit S1I1RA R II I I I I I I I I I I I I I I I I I I I II I I I I I I I I I I I I I I I I I I I II I I I I I I I I I I I I I I I I I I I II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 34„ I I I I I I I I I I I I I I I I I I II r•-II•-•---I�-- - I I J _ r _ �i ---i -T T --- - -,---, r- , Ili------------�-- T----L---� _----- - - - - - - - - - - -- �JJ7---7--------- r - - r-I r - - rt - t - -' rt 1 r r 1'r - r-J- - - - - �' -- -- - --- L___J L___J L_ 1J L___-J L_1_J L___J L_1_J _1_J L___J J�J_J II II II UP II I I II I I I I I I II I I Ir- --- II I I II I ir---- J -- -- �J+--------I----------------- d-------- �t------------ i---i-----fi------------------I---------I--I--------I-I-------�---- I I I I I I I I I I I I I I I I i II ,I I I i II II II II I �K�.6 -- I1 C�I - ------I ----- II I --------� -----�-��I T�------- I I I I I-------� ------- -- I I'I II III K.77 �rJ --------II-----I�- - �+ L L � L- L- 1 1 --- -- -- L I - - � I I I I I I I I I I I I I I I I I I I I I I II II I �- - ----------------!--- r------------- r - - -- - III I I I I I I I I I I I I I I I I I I I I I I I I �' I`` E ISTING CONSTMUCTION E GARAGE PA I I I I I I I I I I I I I I I I I I I I I I p III L _I I,II I I I I I I I I I I I I I I I I I I I I I I III I I I I I I I I I I I I I I I I I I I I I I i III I I I I I I I I I I I I I I I I I I I I I III I III I I I I I I I I I I I I I I I I I I I I I III I I I I I ' I I I I EXISTING PARKING GARAGE I I I' I I I I I I I I I I I i r-I�I I I I I I I I I I I I I I I I I I I I I I I III I I II I I I I I I I I I I I I I I I I I I I I I III I JI L I I I I I I I I I I I I I I I I I I I I I I I i III I I I I I I I I I I I I I I I I I I I I I III I -1I --- t --f -I -- 1 r -- ----1-1--- -LI 1 -I - L 1 -L -I ---�- �� _-- _-_-_-_-_-_-_ _-_-_-�__-_-_-_-_-_-_-_ _-_� _-_ _-_-_-_-_-_-_-_ _-_-_-_ _ _-_-_- _-_-_ _-_-_-_-I_-_-_-_-_ _-_-I_-_ _-_-_-_ -_ �2 �-I,I III III I III I I I I I I I I I I I I I I I I II � I'II I I I I I I I I I I I I I I I I I I I III I I I I I I I I I I I I I I I I I I I , =-=-_� - _-_-_�-_-_-_I I- - - -_= 1 = _ _ _-_-_-_= L- - = I- -__ ��- ---------L--------L- - -I - — - — LI_ ---- r------� r------r r r r------r r---- r -- -r r------r r------ -7 —-j1-----�-------�---------�----I-� I I T----- 1 1 I 1 T-- 1 1 1 1 II I I 1 L_ LJ L___J L_1_J L___J L_ _J IL_ J — r______ r_________ I ----------- i ____T_J I I ' II TI II I II I I I I I I I I I I I I I I I I I I I I I I I I I I II I I II I I I I I I II I I I I I II I I II I II I I I I I I I I I I II I I I I I I I I I II I I I I I I I I I I I I I I I I I I I I.7 I 16.6 16.7 17 17.6 17.9 18 18.6 18.8 19 19.6 20 20.1 20.3 20.4 20.6 21 21.4 21.6 21.7 22 22.1 22.4 22.6 2222.8 23 RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and meal Codes City of Cannel �PnNGLI OVERALL PARKING LEVEL FLOOR PLAN SCALE: 3/16" = 1'-0 WOULPEaT ARCHITECTURE II NEE NOIGOES PAT IAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 •� J W � a--L U Q tY O _o f2 M E0 0 �r my U c cv o c L � N N CIDU ' € m mm �U Q Issuances: RW oEscmmlox DATE 0 Issued For Building 3 Revies 10/12/18 1 Issued For Building 3Permit 06/10/19 Prom. No.: 074904 Date: 10/12/18 Sheet Name: GARAGE LEVEL PLAN DATE: 10/31/19 f 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I I I I I I I I I I I I I I I I I I I I I I I I . 175' -11 /4" OUTSIDE OF STUD FRAMING rt 12'-81/2" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 10'-91/16" 8'-911/i6" 5'-31/4" 01 13/-i56III 0 —__1 —•— •—,®00- 4__ H—•U—T___E �I�IIIIIIII _-__-__- ___—_9-9' 1LIIIIIIIII 2-__-" AS AS A, 0A7 31 411 __ 1I/I�II �$J�I11IIIIIII —_A1 t 411 •-9-10 4•—• 331 K wa _II 100A ISTAI 3A-- q320 A4 18'-5ffi4' 12-0' 20'-71/4 5'-111/TI 3-41ffii6A 601rL 24'-01/16" 1210" J 1 3-501 0' " ST1 SF1FII10II1 F-------8 O15-01/4" 6-06-013-31/45-76-531/86-018-01/166-O6-06-016 1'-5911( D56 I DSO CGO ENTRY 01NLl 101E E CF F100B 01K - STAIR 3B 01A ELEVATOR qm,N�mw(orcmmm�5o_- < ---------------- _—_—_—_—-------------- —_—_-- _—_—_— SF, D DOA 30 D5<.7 4----- iT---- 2 T -----------�--------- - -r------Ir- F- - - - - - --t--------I I I I I VIES cL - — - — - — ----- D0 T � I---T -+1011 - F11- C 0 SHELLED w o j to N101 $PAE W3 F11 IF SSF8 ------ — -------------- -------------- ---rt-4------ +---- +-------4----- %-I+---------I------ Ell-----------fi��4I101BMIN- - --- - - - - -- -- — - — - — - - - - -- - - - - - -- — - - - - - - -- - - -- _ - - -- _ _ 501 3 01 A8 SF8 3 831W1 W3 —_S�F2 SF2 SF2 SF2 N - - - -- 1001E SF4 �250) S, SF1 6"_A0 Si oo o31T-8'R6 6.O. 4114-111343'-51/8 3 5..&41.1 ON RO55'�88-5-i 1 T-103/16 6'- 14" 8' T-4T-4" 0" 3' 41/85i07/8" 6-11/8" 12-53/4" 12'-0" 12'-0" 12'-0" 12'-0" 19-35/8" 3T-41/4" 11'-22-0" 2-0" `suUUUI` : 1 1 176-35/8" I I 1 1 1 I I 1 I I 1 1 I 1 I I I I I I I I I I I I I I I I I I I I I 1 1 I 1 1 1 I 1 I .� 16.61 16.71 17 17.61 17.9 18 18.61 18.8 19 19.61 20.11 20.31 20.4 20.61 21 21.4 21.61 21.71 22 22.11 22.41 22.6 22.7 22.8 5 RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Cannel ',"1 DATE: 10/31/19 OVERALL FIRST FLOOR PLAN SCALE: 3/16" = 1'-0" NORTH An 1 2 NORTH KEY PLAN G F E n IV, n TAAI WOOLPEPT MCRITECTUREj11GINEERIRCICWARTIY 7635 Interactive Way Suite 100 Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 n� W E Q _O U � J•� J K y-+ U c � K 0 O a c lJ 1 Q (y) o Em U0 `om 'C E c Oc L N N w E U 000 = 0 O Issuances: Prom. No.: 074904 Date: 10/12/18 A Sheet Name: FIRST FLOOR PLAN A3=101 1 ti 3 n 5 /1 F] W 179 - 11 1/4" >l/ WOOLPEPT ARCRnECNREjENCINEEIMMIC W AATIY 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 12-13/8" 12-0" 12-0" 12-0" 12-0" 12-0" 1T-0" 12-0" 12-0" 12'-113/16" 12'-83/16" 9-9112" 33'-23/8" 6'-1318• 6 12' 0' 12' 0' 12' 0' 12' 0' 12' 0' 12' 0' 12' 0' 12' 0' 12' 0' 6'-1&4• ROOF, AWNING 6 \ OL A AS Al Al A'1 A3 31 3- 1 3-30 �,A3d01-_-___-_-_ _____ 3-002 331 _____.__— 11 31 \ D31 D31 I D31 I _ - D31 U7 i I ® `J I m U7 U7 U7 m l D02 I F m 1 ----__ - U3 US 35-0314" I 34'-111/2• 22'-111/2" 12'-831i6" I --_-- D02 I O D05 W2 , U3 I m D02 � I D02 �_--------_ — D06 � 9A _ I /— iU5 DESK OUS �O -- � - D5I RESIDENTIAL Doe D02 RESIDENTI Doe us Doz RESIDENTIAL RESIDENTIAL Dass �•—•—•—•— - - II �� Doz B210 208 UNITI� -- W UNIT Doz UNIT UNITUS �1f1 us •. 210 L / — �� 0 I us 1 Doz 20q --� �ii B3A7 — — _ —_— B3•B1 0 �U3J B3-A7 - F d� 350 RESIDENTIAL m Dos �7 I� x 3p-.z -- Dos -ELEVATOR o e -- -- -- --I STAIR 3A I- — 3 UNIT c D31 m �m O O iO O DOS D05 m O 4U53� DU7 ppp US U3 U3 US W2 � I Ue �. l; DOB U6 6T3A.2 B3-B�Di D02 __ __ __ __ DO6 D53 IZ Di 3-3 1 6 F6 OE`'K U3 � ��. 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I m I D31 D31 D31 W2 0 VnQ _____-- m Q O K —•— •—• - --_—•— W1 —_ —_ —•— - 0 N 3 (W 1� AS 1 0 Al 5M p` 3-401 v 3-30 31 3'-1 1/8" A31 331 E o 3'-107/i6" 6'-1118' iz-01/4" 12'-0' 12'-0" 12'-0" 12'-0" 12'-0" 12'.0" 6'-41116" T-4Van 1T.4" 11'.4" T-41/8" 5•-07/8" 6'-11/8" Q N V 12-13/8" iT--O" 12-0" 12-0" 12-0" 12--O• iT--O" 12'-41/16" 6-119/16" 3T-41/4" 1T-2 22-0" 2'-0" ov E No E E E E E E E 179-11lie d m m E s C� 00 z Dissuances: c6 REV DE cm"ION WTE 0 111 For Building 3 Review 10/12/18 1 Issued For Building 3Pennit 06/10/19 !r 5 2 ASI #10 09/11/19 M 3 DO 4 �201 OVERALL SECOND FLOOR PLAN NORTH Prom. No.: 074904 A4201 SCALE: 3/16" = 1'-0" C Date: 10/12/18 m 01 E 3 c a A a Sheet Name: 2 SECOND FLOOR PLAN N R RELEASED FOR CONSTRUCTION Q�TK6 Subject to compliance with all regula5ons NORTH _ of Sete and Local Codes �VTIof\Carmel KEY PLAN A3 102 • DATE: 10/31/19 1 I 2 1 3 I 4 I 5 I 6 I 7 1 8 W 179 - 11 1/4" 12'-13/8' rL 1T-0' 1T-o• 1z-o• 12-0• E 1z-o• 12-0" 12-0• 12-0• 12'-113/16• 1z-83/16• 9'-91/2" 33'-23'8• 11 8'-13/8" `L 12'rL -0. (L 12'-0" CL 12'-0" CL 12'-0" rL 12'-0" `L 12'-0" E 12'-0" `L 12'-0" CL 12'-0" 8'-13/4" AS A6 A3 Ai 330 3411 331 331 D31 D31 o D31 D31 U7 - I ' U7 U7 U7 d / D02 3 35'-0314" L 22'-111/2" D02 -- - U6 w1 _ I -- - ----- — (US 9A - - DESK �, Doz us us, Doz us D6z Doz Us —. J - __ ----- it w usl\ RESIDENTIAL Dosz Dosz RESIDENTIAL --------� �. ° RESIDENTIAL 9A RESIDENTIAL DOsz _--------- fz --- 003 DOz UNIT UNIT I ICI UNIT Doe UNIT 310 --, - 308 I - --- 306 Doz 3- B3-Al 'iI -4'' Y-- B3A7 I _ -� 11 B3-B1 _ B3-Al J�ELE D05AATOR-� STAIR 3A --RESIDENTIALU31 tua D65®U5 UNIT l�. D02 I -- -- ___ D02 iST3A3 � D02D63Doz 302 ESK ua B3-B7 _ R 3B (U43 U3a D03, gJU4._._._._._U3_ .. DM 0 U�D02 ° IU31 0 o .U3 D63 � D02 (U3)V 0 W2 U6D02 - - D02 ST38-3 �� li li D02 / `� U U3 DO] ` D02 r n >l/ WOOLPEPT ARCRnECTUREjENCINEERINCICWAATIY 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E O 003 IUl Ul D03 n Ui U31 ' OL w aI REF m D03 I (U1) '7. 21'-4416' UB DOS US w -- — — � AB Ul✓ '. D01 D01 U3 0: � Doi I-31 D03 O 6E O oD Q U3 m m• _____________ I T 9A 4E 6H 6H 6H 61H 6H 6H 6F N �o CORRIDOR Dos sA D711 312 U1 u3 U4 I w 4E 6H 6H 6H 6H 6H 6H a n U1 �2 D02 0 D03 D01 -- D01 D06 n LL D03 D01 D01 D03 D300 .. U3� D01 i .• -- F U3 U1 `�'c a /`. Ui U3 T a I p U3 Ui a 0 U3 T REF D03 ` lUi� W2 L - , °JAN N N D D03 im �� I— r - — _3 D02 U3 o o D02 W2 / o o D02 0 D i ,I U3 U3 F - - n r 313 D03 `P J U4 - — - _ual �° / i �% Ua - — - — — - _ual �o �� ;' Do3 e ua - �\ a �\ ua --- --- ---- .. i � \ / / D02 Doz OES _ A SK OES _ A .U31 OE � D07 D02 002 D02 D02 002 I m I u7 311 002 --I Dos RESIDENTIAL RESIDENTIAL RESIDENTIAL --� _� RESIDENTIAL us U3 o RESIDENTIAL RESIDENTIAL US U3 U3 US 002 D02 US U3 U3 US D02 F30 D31 UNIT Do5 UNIT UNIT _ Dos Dos UNIT D05 III UNIT IDo3 D32 0 sA Dos ° 303 — 301 u] B3-Al ,� B3-A7 83-A7 �7,. - B3-Al .u3 B3-B1 D02 U3 ID02 B3-A3 '� 'fl II U8 D02 Al j .____� / D08 US ` --' Usl � U61 (� 0A U6 U6 ��. / U6 9A� J52 U5 D02 002 D02 D02 O O I U7 i N O D32 o D02 D02 Doz (ue u5 Doz Doz (ue u5 Doz us � ! (� 9A 9A 23'-2151i6" 2T-111/2" 22'-111/2" 30'-111/18" W4 34'-9114" I U7 I C J w Of jie W1 II Allj. �) ❑ I D32 I = /I 33, I ^3 I V U7 A5 U7 U7 U7 IU]I W5 �., A6 331 .� D31 3 D31 D31 D31 CW-2 Q D31 W2--.—...— ---. — E V / K O A8 Qi Ai O A6 A7 31 331 50 3 '1 p` 390 AS (3)Ii E o 30 3-31 Q d1 6'-11/8" 12-01/4" 12'-0' 12'-0" 12'-0" 12'-0' 12'-0" 12'-0" 9-41/16" T-41/8" 11'-4" 11'-4' T-4118" 5'-07/8" 6'-11/8" ^ o 00cv C o c ID 12'-13/8' iT-0" iT-0" iT-0" iT-0' iT-0" iT-0' 12'-41/i6' 6'-119/i6' 3T -41/4" 11'-2" 2T-0' T-0" L� N E K x Q M m m 0 m m K E 3 c 2 0 a a` w R RELEASED FOR CONSTRUCTION Q�T 6 Subject to compliance with all regula5ons _ at State and meal Codes City offlCamlel ((}} �VTI�\onc�101J>L • DATE: 10/31/19 OVERALL THIRD FLOOR PLAN SCALE: 3/16" = 1'-0" B U m -o O Issuances: v Issued For Building 3 PCvlelt 10/12118 5 1 Issued For Building 3 Permit O6/10/19 2 ASI #10 09/11/19 3 4 Prom. No.: 074904 NORTH Date: 10/12/18 1 A Sheet Name: THIRD FLOOR PLAN NORTH KEY PLAN ([) A3_103 1 I 2 1 3 I 4 I 5 I 6 I 7 1 8 1 9 176-111W 12'-13/8" 12-0" 12-0" 12-0" 12-0" 12-0" 12-0" 12-0" 17-0" 12'-113/16" 12-83/16" 9-9112" 33'-23/8" 6'-13/8" `L 12'-0" rL 12'-0" `L 12'-0" 12'-0" `L 12'-0" 12'-0" `L 12'-0" CL 12•-0" (L r. 12'-0" 6-13/4" AS A7 AS 3411 A3 31 3-30 31 W, W1 - - W1 _-—-—- — " — --- D31 D31 D31 D31 U7 / m U] U7 U7 m l 35'-03/4" _l 34'-111/2" 22'-111/2" ___ DD2 IU5 US W2 m n w -- -- DESK m RESIDENTIAL US wz US Dosz sA Doe �z RESIDENTIAL T IAL----.—.—.--- sA Dus Doz RESUN UNIT Doz RESIDENTIAL Doz us D�2----.—.-----�I fz Doa DO2 �• -_ k u �1 U3 D02 ELEVATOR I 410 --I i.- — 408 406 404 f-,i----'� B3-Al 'ii �� B3-Al - B3-B1 1 B3-Al 3A 8A RESIDENTIALIND_-- _ _- Dos \STAIR 3A `---- UNITiD05 DOS ___ -__ U3 492U] 3I U3 US Dot ___ _ __ U5 �— - D02 US (ST3A-4 63-B1 D1 D02 D02 _____ __ __ Dot D02 D53 3301 I DESK U3 / U3 OF6.k ------ - --p7r/ OESK U3 9A �t U3 i STAIR 3B—.—.---.—.—.— i��341 D03 U4OF 6FD01 3" o U3 - - D02 ST3B-4 N D02 ZIL" D02 U6 W2 `✓' D02 �, U I D02 �, U m UD02 m a CO3 Ui _ IUi� D03 w �I m' A_USw _ U1 DO3 Ui 21'-4416'DO1 " U3 Wi OF 431 6E oD U3 I: in 9A 4E 6H 6H .------------- 6H 6H 6H BF Nm ' CORRIDOR w1 D02---- o ® sA 3411 41IDS 2 0...,' / U3 i" U4 w w 4E 8H 8H 6H 8H 8H - - D55 0 US c W3 W3 D01 j n W1 D01 D01 n w D01 ry !tt U3 U1 E_ U3 U1 �. a m U1 i U3 �, U1 BAN LADDER 003 �U1� r i �i REF O O O O L�JI N 02 D03 - - I U3� i 13 ,� L �- - _ D02 o ROOF D03 i HATCH D03DW IUS �3qua) ABOVE iuJ Dal DW ------- OESk \ U_3 fgK OES U_3 iU3 oDD02D02 fSK DDU76 �• ' ' . D02 002 y RESIDENTIAL Doz U5 u3 ua `t QU1 "— o_5DRESIDENTIAL RESIDENTIAL DRESIDENTIAL ®� RESIDENTIAL o RESIDENTIAL \UU5 UNIT Ds UNIT UNIT UNIT UNIT UNIT D32 40105409 07 403 (U7) 7411 I B3-Al D02 j BbA7 B3-A7 B3-Al "ua x B3-B1 �� �� U3 B3-A3 ��-- CUB) D02 Al Do8 D02 ro 1 _� BA U5 D02 0A US ��� ���� /� us �I� �. J i u us U5 U] Doz Doz Doz Doz o D02 D02 Daz Dot (U5 U5 Dot Dot (U5 U5 Dot U5 9A 9A m Q 2z-111/2" 22'-111/2" 30'-111/i 6" W4 34'-9114" I A3 U] AS 3- O AB ❑ D32 As Aq 'A3-31 I 31 i 3S 502 CW2 U7 D31 U7 D31 U7 D31 _ U7 D31 Q Q D31 ------_-_-_-_- _"_-_-_ A6 < > W1 W1 W1 A6 Ai 4 3-31 331 AS 1 Flu 3 1 330 6'-11/8" 12-01/4" L12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 6'-41/16" T-41/8" -113/4" 11'-81/4" T-41/8" 5'-07/8" 6'-11/8" IL 12'-13/8" 12-0" 12 0" 12-0" 12-0" 12-0" iz-0" 12'-41/16" 9-119/16" 3T-41/4" 11'-2" 22-0" 2-0" CL rt. r. 176- 11 114" E c6 K x !r Q M m m 0 m E 3 c 2 0 a a` R RELEASED FOR CONSTRUCTION Q�TK6 Subject to compliance with all regulations _ at State and meal Codes City ofColonel 11n1TG\9'nd1(} � • DATE: 10/31/19 OVERALL FOURTH FLOOR PLAN SCALE: 3/16" = 1'-0" NORTH >l/ WOOLPEPT ARCRnECTUREjENCINEERIRCICWAATIY 7635 Interactive Way Suite 100 O Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 E m ED _Comm W o E c J .� J K y-+ U E U) c 0.0 0 c Ii 0 0 Eo (� � NV n' � U� 0 W `o0 c 'v E oc w E s C�MMMIMMm =o U Issuances: v Wu or For Build!", 3 5 erri 10/12118 1 Issued For Build!",F 3 Permit O6/10/19 2 ASI #10 09/11/19 3 4 Prom. No.: 074904 Date: 10/12/18 1 A Sheet Name: FOURTH FLOOR PLAN NORTH KEY PLAN (1) A3_104 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 R m of 2 U ol Q m rn c a m m of E E c U A o a a RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and meal Codes City of Cannel DATE: 10/31/19 ROOF SCALE: 3116" = 1'-0" 175'- 11 1/4' NORTH NOTE: SLIP SHEET MEMBRANE PROTECTION BENEATH MECHANICAL UNITS BETWEEN ROOF MEMBRANE AND SUPPORT PEDESTALS DRAFTSTOPPING 3,000 SF MAX. 1 2 NORTH KEY PLAN \AL/ W0OLPERT ARCHITECTUREIEx iNEEx NOIGOES PAT IAL 7635 Interactive Way Suite 100 O Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 so E f■7 C B ^Mf�j W E CIL \W\ n/ W E U � J U o � a a �a 0 M €0 my c o C L -_ y � C.)€ �U Q Issuances: wev oescmenox mns 0 Issued For Building 3 Revies 10/12/18 1 Issued For Building 3 Permit 06/10/19 Prom. No.: 074904 Date: 10/12/18 A Sheet Name: ROOF PLAN Fit is 11161 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 R RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Cannel '"1 DATE: 10/31/19 FLOOR REFLECTED CEILING PLAN NORTH 161, = 1'-0" ILAN W®®LPEPT 1RLRIMMREj NGINEEm R414EWPATILL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E MM W D E CIL nO W n� _ W E U � c J '— J W � U F= U) o 0 a �a n € �M cv Eo c co U CO€ B�U Q Issuances: REV OESCRI"M MTE 0 Issued For Building 3 Reviev 10/12/18 1 Issued For Building 3 Permit 06/10/19 Prom. No.: 074904 Date: 10/12/18 A Sheet Name: FIRST FLOOR REFLECTED CEILING PLAN A3=111 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 Fa RESIDENTIAL UNIT 410 63-A1 GYPSUM BOARD CEILING UNDER LANDING AND STAIR RISERS RESIDENTIAL UNIT 408 63-Ai 4k I REFER TO ENLARGED REFER TO ENLARGED REFERTO ENLARGED ELECTRICAL PLANS FOR ELECTRICAL PLANS FOR — ELECTRICAL PLANS FOR —\ ADDITIONAL INFORMATION ADDITIONAL INFORMATION ADDITIONAL INFORMATION �STAIR 3B�" 8 - FUTURE GREASE gO.T 0. I DUCT SHAFT CORRIDOR 0 8' - 6" g 10 g' 6. 8 10 T - 6" a 10 18 0 8 0 8 0 412 8 i♦ I Imo\ � Tr1 I I TA � i♦ I I�� RESIDENTIAL UNIT 406] 63-61 t REFER TO ENLARGED l ELECTRICAL PLANS FOR ADDITIONAL INFORMATION 1 RESIDENTIAL UNIT 411 63-A1 RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Cannel '1"1D, DATE: 10/31/19 REFER TO ENLARGED ELECTRICAL PLANS FOR ADDITIONAL INFORMATION 1 RESIDENTIAL UNIT 409 63-Ai REFER TO ENLARGED C ELECTRICAL PLANS FOR ADDITIONAL INFORMATION RESIDENTIAL UNIT 407 63-A1 1 1 REFER TO ENLARGED ELECTRICAL PLANS FOR — ADDITIONAL INFORMATION RESIDENTIAL UNIT ^\ 405 \\ 63-Ai RESIDENTIAL UNIT 404 63-Ai REFER TO ENLARGED✓ ELECTRICAL PLANS FOR ADDITIONAL INFORMATION 1 JAN 413 SECOND & THIRD FLOOR REFLECTED CEILING PLANS SCALE: 3/16" = 1'-0" GYPSUM BOARD CEILING UNDER LANDING AND STAIR RISERS ELEVATOR 3A i STAIR 3A NOTE: ALL CEILING TO BE NOMINAL 9'-0" UNLESS NOTED OTHERWISE. GYPSUM BOARD HEIGHT RESULTS FROM TYPICAL FLOOR/ CEILING ASSEMBLY TYPES, SHEETA3-002 RESIDENTIAL UNIT 402 Ell FUTURE GREASE DUCT SHAFT REFER TO ENLARGED " ELECTRICAL PLANS FOR — ADDITIONAL INFORMATION \jjj 1 REFER TO ENLARGED REFER TO ENLARGED ELECTRICAL PLANS FOR ELECTRICAL PLANS FOR ADDITIONAL INFORMATION ADDITIONAL INFORMATION RESIDENTIAL RESIDENTIAL UNIT UNIT 403 401 B3-B1 FE Ef R3-A3 NORTH WOOLPERT ARGNITEGTURE�NGINEEwNGIGEMPATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 so Bi D C 6 W E CIL _0 ^W E U � J•� J W � U F= U) o 0 a a �a 0 M €0 my Eo cv c co �U Q Issuances: REV DEscR"M DATE 0 Issued For Building 3 Reviev 10/12/18 1 Issued For Building 3Permit 06/10/19 Prom. No.: 074904 Date: 10/12/18 A Sheet Name: SECOND & THIRD FLOOR REFLECTED CEILING PLAN 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 R RESIDENTIAL UNIT 410 E13-Al 1 REFER TO ENLARGED ELECTRICAL PLANS FOR ADDITIONAL INFORMATION 1 REFER TO ENLARGED l ELECTRICAL PLANS FOR ADDITIONAL INFORMATION RESIDENTIAL UNIT 411 63-A1 RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Carried '1"1m DATE: 10/31/19 RESIDENTIAL UNIT 408 B3-A1 1 REFER TO ENLARGED ELECTRICAL PLANS FOR ADDITIONAL INFORMATION 1 STAIR 3B f RESIDENTIAL I� I UNIT IL 406 E13-61 1 REFER TO ENLARGED ELECTRICAL PLANS FOR ADDITIONAL INFORMATION 1-1 8 0. 7 CORRIDOR FUTURE GREASE 8'-10" 412 DUCT SHAFT o�� 8'-0". 6 0. 8 0 1 REFER TO ENLARGED REFER TO ENLARGED l ELECTRICAL PLANS FOR ELECTRICAL PLANS FOR ADDITIONAL INFORMATION ADDITIONAL INFORMATION 1 1 RESIDENTIAL RESIDENTIAL UNIT UNIT \ 409 407 63-A1 63-A1 1 REFER TO ENLARGED ELECTRICAL PLANS FOR ADDITIONAL INFORMATION 1 RESIDENTIAL UNIT ^\ 405 \\ 63-A1 FOURTH FLOOR REFLECTED CEILING PLAN SGALL: 3/16" = 1'-0 RESIDENTIAL v UNIT 404 B3-A1 1 REFER TO ENLARGED ELECTRICAL PLANS FOR ADDITIONAL INFORMATION JAN 413 413 A NORTH ELEVATOR 3A J ❑ 1 REFER TO ENLARGED ELECTRICAL PLANS FOR ADDITIONAL INFORMATION RESIDENTIAL UNIT 403 nL 63-61 STAIR 3A F_ NOTE: ALL CEILING TO BE NOMINAL 9'-0" UNLESS NOTED OTHERWISE. GYPSUM BOARD HEIGHT RESULTS FROM TYPICAL FLOOR/ CEILING ASSEMBLY TYPES, SHEETA3-002 RESIDENTIAL UNIT 402 E13-61 FUTURE GREASE 1 DUCT SHAFT REFER TO ENLARGED ELECTRICAL PLANS FOR ADDITIONAL INFORMATION 1 REFER TO ENLARGED ELECTRICAL PLANS FOR ADDITIONAL INFORMATION RESIDENTIAL UNIT 7P 401 B3-A3 III Af W®®LPERT A RCHI TECiURE j_N0I NEE W N0 10E09 PATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 so E (comma W D E GLim _0 W E U � C J '— J W � U E U c E 0of o c > E M L✓ M E O Q l ' (D E � U E c `o E c E o c E E B U m =� /N,Issuances: NEW oESCR]"M DATE 0 Issued For Building 3 Reviev 10/12/18 1 Issued For Building 3 Permit 06/10/19 Prom. No.: 074904 Date: 10/12/18 A Sheet Name: FOURTFIFLOOR REFLECTED CEILING PLAN UKINILI 2 3 4 5 6 7 I R RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Cannel '"10 DATE: 10/31/19 E9 EAST ELEVATION SCALE: 1/8" = 1'-0' WEST ELEVATION SCALE: 1/8" = 1'-0" ARCADE ELEVATION SCALE: 1/8" = V-0" N Parapet n 901'1/4� S Parapet n 89T-I 1/4� ROOF TRUSS BEARING n 892' - 8 1/8" _ Floor 04 883'- 7 3/4" V Floor03 n 872 - 11 7/8" 1 Floor 02 862' - 4" V _ FFE-01 Podium 847' - 4" V 9 KEYNOTE LEGEND LGENERAL NOTES 1. ALL EXHAUST AND DRYER VENTS SHALL BE ALIGNED BOTH HORIZONTALLY AND VERTICALLY AT INDICATED LOCATIONS. ALL SCUPPERS/OVERFLOW DRAIN OUTLETS SHALL BE ALIGNED TO EXTERIOR VENTS AT INDICATED LOCATIONS. COORDINATE WITH MEP AND OWNER. 2. ALL EXTERIOR LIGHT FIXTURE DIMENSIONS ARE TO THE CENTER OF FIXTURE. COORDINATE WITH MEP. 3. GENERAL CONTRACTOR TO COORDINATE RAILING ANCHORS AND CONNECTIONS WITH MASONRY CONSTRUCTION. ALL CONNECTIONS TO COMPLY WITH RAILING MANUFACTURER'S RECOMMENDATIONS. I-201 FOR STOREFRONT BEYOND W®®LPERT •eCHIMULeEjENGINEEPoNGIGEMPATIM 7635 Interactive Way Suite 100 O Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 so E f1eee" 2=211A n� W D CLim _O W FZ U � C J '_ W � U oO a� cy € p n, l U lz o m cv o c B U € �U Q Issuances: Ralf DESCRU" N DATE 0 Issued For Building 3 Reviea 10/12/18 1 Issued For Building 3 Permit 06/10/19 Prom. No.: 074904 Date: 10/12/18 A Sheet Name: EXTERIOR ELEVATIONS III 11KII 1 12 I 3 I 4 I 5 I 6 I 7 I 8 I 9 C RELEASED FOR CONSTRUCTION R ELEVATION Subject to compliance with all regulations j^=1'-0" of State and Local Codes City of Cannel DATE: 10/31/19 N Parapee 901' - 7 1/4' _ S Parapet 897'-71/4" V ROOFOL 895' - 4" ROOF TRUSS BEARIN 892'- 8 "QIIP Floor 04 n 883' - 7 3/4� floor 0� - — _Floor 4" 0_ �1 FIFE - 01 Podium 847' - T NORTH ELEVATION SCALE: 1/8" = 1'-0" UTH E P. 1 /A" = TION KEYNOTE LEGEND •�� s W O O L P E R T AKN1TEGTURElENG1NEE1JNGjGE0$PAr1ac 7635 Interactive Way Suite 100 Indianapolis, IN C' 46276 317.299.7500 FAX: 317.291.5805 MASONRY VENEER, SMOOTH RUNNING BOND MASONRY PILASTER DETAIL MASONRYTRIM R CEMENTBOARD SMOOTH FINISH, REVEAL SYSTEM :RIOR INSULATED FINISH SYSTEM TRIM RIBBED PANEL, ORIEWED45 DEGREES WITH METALLIC FINISH, SEE DETAIL F6(A3J15 )RATIVE BUILDING TRIM KVENEER, COLOR2 DETAIL2, SEE DETAILAWA3315 -SSED BRICK, COLOR 1 fTTE BALCONY TYPE A. SEE DETAIL Ai/A3E21 r= 4L1 a ON,,, „,.,,,, .,,., r„ GENERAL NOTES 1. ALL EXHAUST AND DRYER VENTS SHALL BE ALIGNED BOTH HORIZONTALLY AND VERTICALLY AT INDICATED LOCATIONS. ALL SCUPPERS/OVERFLOW DRAIN OUTLETS SHALL BE ALIGNED TO EXTERIOR VENTS AT INDICATED LOCATIONS. COORDINATE WITH MEP AND OWNER. 2. ALL EXTERIOR LIGHT FIXTURE DIMENSIONS ARE TO THE CENTER OF FIXTURE. COORDINATE WITH MEP. 3. GENERAL CONTRACTOR TO COORDINATE RAILING ANCHORS AND CONNECTIONS WITH MASONRY CONSTRUCTION. ALL CONNECTIONS TO COMPLY WITH RAILING MANUFACTURER'S RECOMMENDATIONS. N Parapet n 901' - 7 1/4" S 97' - Parfet � 87 1/4" V rxnnF — — ROOF TRUSS BEARING n 892' - 8 1/8" 1 Floor 04 883'- 7 3/4" V Floor 03 n 872' - 11 7/8" 1 Floor 02 862' - 4" V FIFE - 01 Podium 847' - 4" -STR Podiumill 846' - 8" so E W D E cam _0 — W E U � C J W � c IY Ono O c I..L Q C'7 E oa my W C o m c o C ^ o c cc B �U /L Issuances: RE/ DEscmPnoN DRTE 0 Issued For Building 3 Reviev 10/12/18 1 Issued For Building 3Permit 06/10/19 Prom. No.: 074904 Date: 10/12/18 A Sheet Name: EXTERIOR ELEVATIONS FIA llpxly� 1 ! 2 1 3 1 4 1 5 1 6 1 7 1 8 ! 9 R � STIR Podium RELEASED FOR CONSTRUCTION Subject to compliance with all regulations NORTH ELEVATION of State and local Codes SCALE: 1/8"=V-0" City of Carmel DATE: 10/31/19 EXHAUST LOUVER, TYP. OF (3), REFER TO MECHANICAL — a• — i111111 — -1w— YIIII ww 111 ! Ism ' III iI mm® ®IN Tilt ii11i iil ILL OVERFLOW STORM DRAIN COVER, REFER TO PLUMBING WALL HYDRANT, REFER TO PLUMBING ea EAST ELEVATION SCALE: 3/32" = V-0" .. ulk1i__ -------------- ------------ --------------- �____ IN C4 WEST ELEVATION SCALE: 3/32" = 1'-0" EXHAUST LOUVER, TYP. OF (3), REFER -DRYER VENT CAP, TOMECHANICAL — TYP. OF(3),REFER rDRYER VENT CAP, TO MECHANICAL — TYP OF (3), REFER -EXHAUST LOUVER, TO MECHANICAL. TYP. OF (3), REFER , TO MECHANICAL _ DRYER VENT CAP, TYP. OF (3), REFER TO MECHANICAL. EXHAUST LOUVER, TYP. OF (3), REFER TO MECHANICAL IN _—_ % EFE 11 000 � 0� n�i I �I1 I OVERFLOW STORM DRAIN COVER, REFER TO PLUMBING OVERFLOW STORM DRAIN COVER, REFER TO PLUMBING DRVERVENT CAP, DRYER VENT CAP, TYP. OF (3), REFER TYP.OF (3), REFER TO MECHANICAL. TOMECHANICAL. — EXHAUST LOUVER, TYP. OF (3), REFER EXHAUST LOUVER, • TO MECHANICAL TYP. OF (3), REFER TO MECHANICAL_ 7 rlAVW L""°=m, N Parapet --TYPbP(s), REFER— — — 901' - 7 1/4" TO MECHANICAL _ S Parapet n 89T-71/4" RnnF — — — — — —ROOF TRUSS BEARNGAL -- —— — 892'-81/ Floor 04 883' - 7 3/4" Floor 03 OIL 872' - 1111 7/ Floor 02 n 862' - 4" V _ FIFE - 01 Podium n 847' - 4" V REFER TO PLUMBING WALL HYDRANT, REFER TO PLUMBING As SOUTH ELEVATION SCALE: 118" = 1'-0" EXHAUSTLOUVER, N Pam ppet � I— — 901'-71/4111 S Para at =71/4" RCB97 LWIN .4/T _ BEARING 1/8" Floor 04 7 883'- 314" V Floor 03 -1 87z'1-7/8" Floor 0 862' - 4" _FIFE - 01 Podium 847' - 4" .MECHANICAL • • (3) DRYER 'i OF •VENT CAP, • • (3), REFER TO XHAUSTLOUVER MECHANICAN Parapet ail le— aamman seeuo__ — I �: IIIIIIII • — f ME M see ...soonsee mmmli- nnml •—" • was WWWM we. ��nl= _= mama mFloor03 €€ wwwm 1IgW 862'- It's �Jll` III III FGENERAL NOTES — 1. ALL EXHAUST AND DRYER VENTS SHALL BE ALIGNED BOTH HORIZONTALLY AND VERTICALLY AT INDICATED LOCATIONS. ALL SCUPPERS/OVERFLOW DRAIN OUTLETS SHALL BE ALIGNED TO EXTERIOR VENTS AT INDICATED LOCATIONS. COORDINATE WITH MEP AND OWNER. 2. ALL EXTERIOR LIGHT FIXTURE DIMENSIONS ARE TO THE CENTER OF FIXTURE. COORDINATE WITH MEP. 3. GENERAL CONTRACTOR TO COORDINATE RAILING ANCHORS AND CONNECTIONS WITH MASONRY CONSTRUCTION. ALL CONNECTIONS TO COMPLY WITH RAILING MANUFACTURER'S RECOMMENDATIONS. 901' _ S Parapet n 897' - 7 1/Ti — -ROOF T BEF Awl I. 872' FIFE-01 STIR Podium 846' - 8" .�e W®®LPERT •eCNITEUMjENGINEEPoN6l6EMPAT1LL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E o E O W — W E U � C J '— J �AA U oOc ban ch E� my Orb cv o c L —_ y � Cz U : € m B m �U Q Issuances: eEN nEScm"M MTE 0 Issued For Building 3 Revies 10/12/18 1 Issued For Building 3Permit 06/10/19 Prom. No.: 074904 Date: 10/12/18 A Sheet Name: EXTERIOR ELEVATIONS COORDINATION III 11KINA 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 R m D' 2 U K Q cm rn c c m a 0 rn a C m tr E c E ur o � a a IF Ill ON MMI MENOMINEE Mill 1 0 M I Mil III M111M WFII �In��i�1n" i - 01 Podium 01 6 BUILDING SECTION A&101 SCALE: 3/16" = 1'-0" RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and meal Codes City of Carmel DATE: 10/31/19 N Para t 901' - 7 1 /4" S Para et 897' - 7 1 /4" ROOFTRUSS _ BEARING V 892'-81/81, AS OPP HAND Al 3-313 _ 3-311 7114 _ Sp ara et -- -- — — — — — — — —I897'-7114 _ ROR O[ ROOF TRUSS I BEARING n As BUILDING SECTION At101 SCALE: 3/16" = 1'-01, WOULPEaT ARCHITECTURE Ex iNEEx NOIGOES PAT IAL 7635 Interactive Way Suite 100 C Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 so E W D E Q nO E U � c J J a--L W � U E U) o 0 E I..L 75 LU o M � `mv Iv cW � om c Es- ^ oc CID U a E m mre B �U Q Issuances: eev Descmemx Dnis 0 Issued For Building 3 Revies 10/12/18 1 Issued For Building 3 Permit 06/10/19 Prom. No.: 074904 Date: 10/12/18 A Sheet Name: BUILDING SECTION A3=301 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 R NAILABLE BLOCKING AT TOP OF PARAPET CONTINUE ROOFING UP AND OVER PARAPET ATTIC VENTILATION LOUVER - REFER TO ROOF PLAN FOR REQUIREMENTS EXTERIOR GYPSUM BOARD SHEATHING OR OSB SHEATHING 60 MIL EPDM FULLY ADHERED ROOFING MEMBRANE a-�J SLOPE WOOD ROOF TRUSSES, - REFER TO STRUCTURAL DRAWINGS ASSEMBLY TYPE 03, ILL DESIGN P-522 THERMAL FIRE SAFING— CONCRETE SLAB AND ME DECK, SEE STRUCTURAL DRAWINGS — 07,— FIREPROOFING AT STEEL FRAMING AND DECK BATT INSULATION, R-19— MINIMUM 5/8"-TYPE X GYPSUM BOAT 5'/:'-POURED CONCRETE SLAB, REFER TO STRUCTURAL DRAWINGS 2'/:'-RIGID INSULATION— ,,s 14 4 RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and local Codes SECTION City of Carmel 1"1D DATE: 10/31/19 PRE-FINISHED METAL COPING CAP S P, 897' - OSB WALL SHEATHING, REFER TO STRUCTURAL DRAWINGS EIFS WITH METALLIC FINISH, SEE SHEET A3-315 I W EATHER BARRIER ,�BATT INSULATION R-38 MINIMUM ROOFTRUSS BEARING 892' - 8 1 /8'Z� SILL FLASHING Floor 02 n i 862' - 4" O6 3-521 BRICK VENEER, REFER TO ELEVATIONS FOR COLOR GALVANIZED METAL BRICK TIES AT 16" ON CENTER, VERTICALLYAND HORIZONTALLY —WEATHER BARRIER OSB WALL SHEATHING, REFER TO STRUCTURAL DRAWINGS —THROUGH WALL FLASHING —STEEL ANGLE LINTEL, REFER TO STRUCTURAL DRAWINGS STOREFRONT SYSTEM W/ INSULATED GLASS, REFER TO SHEET A3-602 FOR DETAILS NAILABLE BLOCKING AT TOP OF PARAPET _ _ _ S Parapet n V 897-71/4 CONTINUE ROOFING UP AND OVER PARAPET PRE -FINISHED METAL COPING CAP EXTERIOR GYPSUM BOARD SHEATHING OR OSB CONTINUE ROOFING UP AN SHEATHING OVER PARAPET ATTIC VENTILATION LOUVER - REFER TO ROOF EIFS PANEL TO MIMIC ATTIC VENTILATION PLAN FOR REQUIREMENTS RIBBED PANEL, AT 45 LOUVER - REFER TO ROOF EREFER DEGREES PLAN FOR REQUIREMENTS 60 MIL EPDM FULLY _ROOF 895'-4" V EXTERIOR GYPSUM BOARD ADHERED ROOFING z SHEATHING OR OSB MEMBRANE SHEATHING � SLOPE OSB WALL SHEATHING, 80 MIL EPOM FULLY TO STRUCTURAL ADHERED ROOFING WOOD ROOF TRUSSES, DRAWINGS5 MEMBRANE REFER TO STRUCTURAL DRAWINGS WEATHER BARRIER ASSEMBLY TYPE 03, BATT INSULATION, R-19 ASSEMBLY TYPE 03, UL DESIGN P-522 MINIMUM UL DESIGN P-522 BATT INSULATION R-38 ROOF TRUSS BATT INSULATION R-38— MINIMUM BEARING MINIMUM 892' - 8 1/8" V %"-METAL RESILIENT _ CLOSURE PER CHANNEL MANUFACTURER ./".METAL RESILIENT- 5/8'-TYPE X GYPSUM BOARD CHANNEL SEALANT AND BACKER ROD 5/8"-TYPE X GYPSUM BOARI 5/8'-TYPE X GYPSUM MEMBRANE, 1/8' MINIMUM %'-APA RATED OSB SUBFLOORING ASSEMBLY TYPE 01, FFE - 03 UL DESIGN L-546 SIMILAR BATT INSULATION, R-09 MINIMUM 5/8°-TYPE X GYPSUM BOAT CONCRETE SLAB AND ME DECK, SEE STRUCTURAL DRAWINGS SPRAY -APPLIED FIREPROOFING AT STEEL FRAMING AND DECK ASSEMBLY TYPE 07, UL DESIGN G-801 BATT INSULATION, MINIMUM 5'h°-POURED CONCRETE SLAB, REFER TO SEALANT AT DISIMILAR STRUCTURAL DRAWINGS Am EXPANSION JOINT MATERIALS '2 '-RIGID INSULATION FFE - 01 Podium - 84T-T V EXISTING STRUCTURAL _ SLAB STR Podium EXISTING STRUCTURAL SLAB � � WALL SECTION NAILABLE BLOCKING AT TOP OF PARAPET CONTINUE ROOFING UP AND OVER PARAPET ATTIC VENTILATION LOUVER - REFER TO OOF PLAN FOR REQUIRE ENTS EXTERIOR GYPSUM OARD� BLOCKING AT SHEATHING OR OSB � SHEATHING 89T - 7 1/4" V HED METAL CAP a m e TRUSSES, 80 MIL EPDM FULLY STRUCTURAL ADHERED _ _ =i00F � MEMBRANE 895' - 4" V SHEATHING, STRUCTURAL BARRIER ASSEMBLY TYPE 03, METALLIC UL DESIGN P-522 E SHEET A3-315 WOOD ROOF TRUSSES, R-19 REFER TO STRUCTU ROOF TRUSS DRAWING! BEARIN� — — — 892' - 8 1/8" BATT INSULATION R38 PER MINIMUM '/:'-METAL RESILIENT CHANNEL 5/8'-TYPE X GYPSUM BOARD CURTAIN WALL VINYL PATIO DOOR UNIT. SEE—\ SCHEDULE TOP OF PA 7NAILABLE PRE -FINIS COPING WOOD ROOF REFER TO OSB WALL REFER TO DRAWINGS WEATHER EIFS WITH FINISH, SE BATT INSULATION, MINIMUM CLOSURE MANUFACTURER �.— 9 3-602 A SIM SILL FLASHING EIFS WITH METALLIC FINISH, SEE DETAIL F6/A3-315 BATT INSULATION, R-19 MINIMUM �/,"GVPCRETE 'ACOUSTIBLOCK' FFE 03 SOUND -PROOFING 66TSIMILAR� MEMBRANE, 1/8' MINIMUM y' %'-APA RATED OSB SUBFLOORING _ WEATHER BARRIER CLOSURE PER ASSEMBLY TYPE 01, MANUFACTURER UL DESIGN L-546 SEALANT AND BACKER ROD VINYL WINDOW, AS ''/,'-METAL RESILIENT SCHEDULED CHANNEL 5/8"-TYPE X GYPSUM BOARD— EIFS WITH METALLIC FINISH, SEE DETAIL F6/A3315L SHEATHING, REFER TO STRUCTURAL DRAWINGS WEATHER BARRIER SILL FLASHING CONCRETE SLAB AND METAL — DECK, SEE STRUCTURAL DRAWINGS WEATHER BARRIER 8621.2 BRICK VENEER, REFER TO ELEVATIONS FOR COLOR GALVANIZED METAL BRICK 6/16" ' TIES AT 16" ON CENTER, VERTICALLYAND HORIZONTALLY OSB WALL SHEATHING, REFER TO STRUCTURAL DRAWINGS STEEL ANGLE LINTEL, REFER TO STRUCTURAL -' DRAWINGS BRICK SOLDIER COURSE THROUGH WALL FLASHING METAL SOFFIT AND CLOSURE. PAINT TO MATCH STOREFRONT SCALt: 3/4" = T'-U STOREFRONT SYSTEM W/ INSULATED GLASS, REFER TO SHEET A3-602 FOR DETAILS SEALANT AT DISIMILAR MATERIALS %° EXPANSION JOINT EXTERIOR CONCRETE, REFER TO CIVIL DRAWINGS FFE - 01 Podium 847, - 4x STIR Podium 846' - 8x ASSEMBLY TYPE 07, UL DESIGN G-801 6/8"-TYPE X GYPSUM BATT INSULATION, R MINIMUM SPANDREL GLAZING SOUND -PROOFING MEMBRANE, 1/8' MINIMUM I" APA RATED OSB CLOSURE PER SUBFLOORING MANUFACTURER BATT INSULATION, R-19 MINIMUM- — — FFE -.03 88.SIMILAR_ _ THERMAL FIRE SAFING EIFS WITH METALLIC FINISH, SEE SHEET A3-315 ASSEMBLY TYPE 01, WEATHER BARRIER UL DESIGN L-546 OSB WALL SHEATHING, REFER TO STRUCTURAL DRAWINGS +%"-METAL RESILIENT CHANNEL CLOSURE PER MANUFACTURER 6/8 -TYPE X GYPSUM BOARD— ,�ALUMINUM CURTAIN WALL VINYL PATIO DOOR UNIT. SEE - SCHEDULE THERMAL FIRE SAFING CONCRETE SLAB AND METAL - DECK, SEE STRUCTURAL DRAWINGS SPRAY -APPLIED FIREPROOFING AT STEEL SPANDREL GLAZING FRAMING AND DECK PER — /CLOSURE MANUFACTURER FIOor O) 862' - 4" THERMAL FIRE SAFING EIFS WITH METALLIC ASSEMBLY TYPE 07 FINISH, SEE SHEET A3-315 �SPRAV-APPLIED UL DESIGN 0-801 FIREPROOFING AT STEEL FRAMING AND DECK �—OSB WALL SHEATHING, REFER TO STRUCTURAL DRAWINGS BATT INSULATION, R-19— MINIMUM CLOSURE PER MANUFACTURER 60-TYPE X GYPSUM BOARD — CURTAIN WALL PRE -FINISHED METAL �2' DRAINABLE EIFS SYSTEM BEARING PER MANUF'R, REFER TO 2--$1/$„ ELEV. FOR TYPE ROOF COPING CAP BARRIER �WEATHER OSB WALL SHEATHING, REFER TO STRUCTURAL DRAWINGS GALVANIZED METAL BRICK S Parapet n TIES AT 16' ON CENTER, 897' _ 7 1/4" V VERTICALLYAND HORIZONTALLY BRICK VENEER, REFER TO ELEVATIONS FOR COLOR RECESSED BRICK, REFER TO ELEVATIONS FOR _ SIM SILL FLASHING OSB WALL SHEATHING, REFER TO STRUCTURAL DRAWINGS WEATHER BARRIER— FFFE-M% BATT INSULATION, R-19 883' SIMILAR) MINIMUM GALVANIZED METAL BRICK TIES AT 16' ON CENTER, VERTICALLY AND HORIZONTALLY THROUGH WALL FLASHING STEEL ANGLE LINTEL, REFER TO STRUCTURAL DRAWINGS �2' DRAINABLE EIFS SYSTEM PER MANUF'R, REFER TO ------------ ELEV. FOR TYPE P REFINISHED RAILING SYSTEM, REFER TO SHEET A3-521 FOR DETAILS SILL FLASHING AWL WEATHER BARRIER Floo 0022 -� 862' - 4" 1 lvOSB WALL SHEATHING, REFER TO STRUCTURAL DRAWINGS 5/8' TYPE X GYPSUM BOARD BRICK SOLDIER COURSE GALVANIZED METAL BRICK TIES AT 16° ON CENTER, VERTICALLY AND HORIZONTALLY THROUGH WALL FLASHING STEEL ANGLE LINTEL, REFER TO STRUCTURAL DRAWINGS FIRE ARCHITECTURAL PRODUCT, SEE SHEET ��P,3-505 TO SHEET A3-602 FOR DETAILS SPANDREL GLAZING SEALANT AT DISIMILAR 5'/:'♦POURED CONCRETE MATERIALS 5 %'-POURED CONCRETE SLAB, REFER TO STRUCTURAL DRAWINGS %" EXPANSION JOINT SLAB, REFER EXTERIOR CONCRETE, STRUCTURAL DRAWINGS %' EXPANSION JOINT REFER TO CIVIL DRAWINGS 2'h°-RIGID INSULATION 2'/:'-RIGID INSULATION EXTERIOR CONCRETE, EXISTING STRUCTURAL REFER TO CIVIL DRAWINGSFE_01 POCllum FFE -STR Podium _ EXISTING STRUCTURAL s SLAB As WALL SECTION AB WALL SECTION A3101 SCALE: 314" = 1'-01, A3.101 SCALE: 314" = 1'-01, WOULPEaT ARCHITECTURE IENixEExxDIDEOaoATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E r� W D E Down (^'0 W E U � C J '— J W K cc E v�, �V/ c lY _o O c — � m (U N W M €0 N V W W C O N cv Eo c L y U € B m = to Q Issuances: RW n6CNPng1 DATE 0 Issued For Building 3 Reviev 10/12/18 I Issued For Building 3Permit 06/10/19 Prom. No.: 074904 Date: 10/12/18 A Sheet Name: WALL SECTIONS A3=311 Fa 1 I 2 I 3 I 4 I 5 I 6 I 7 8 I 9 PRE -FINISHED METALCOPING NAILABLE BLOCKING AT TOP CAP OF PARAPET WEATHER BARRIER CONTINUE ROOFING UP AND -- OVER PARAPET OSB ROOF SHEATHING, WEATHERBARRIER REFER G STRUCTURAL. DRAWINGS GALVANIZED METAL BRICK TIES AT 16mON CENTER, VERTICALLY Y AND HORIZONTALLY ATTIC VENTILATION BRICK VENEER, REFER TO LOUVER - REFER TO ROOF ELEVATIONS FOR COLOR PLAN FOR REQUIREMENTS THROUGH WALL FLASHING STEEL ANGLE LINTEL, __ _- - _ — ROOF 69' - 6" REFER TO STRUCTURAL _ S Parapet S Para et 60 MIL EPDM FULLY DRAWINGS 897' - 7 1/4" ASSEMBLY TYPE 03, ADHERED ROOFING CLOSURE PER UL DESIGN P-522 NAILABLE BLOCKING AT TOP NAILABLE BLOCKING AT TOP 897 -71/4 MEMBRANE MANUFACTURER OF PARAPET OF PARAPET PRE -FINISHED METAL SLOPE ROOF TRUSS CONTINUE ROOFING UP AND COPING CAP OSB WALL SHEATHING, — — — BEARING NPaf2pe" a- OVER PARAPET REFER TO STRUCTURAL REF $92'-$1/8" — 901'-71/4� ATTIC VENTILATION -- '" GALVAND METAL BRICK IZE ZE DRAWINGS CONTINUE ROOFING UP AND LOUVER - REFER TO ROOF TIESONCENTER, OVER PARAPET PLAN FOR REQUIREMENTS VERTICALLVAND _ _ _ _ _ _ _ ROO EXTERIOR GYPSUM BOARD HORIZONTALLY ROOF ---- $95' - 4" OSB ROOF SHEATHING, SHEATHING OR OSB-- — — — REFER TO STRUCTURAL SHEATHING 895' - 4" > 1 DRAWINGS 60 MIL EPDM FULLY 1/2" OSB WALL SHEATHING, ATTIC VENTILATION ADHERED ROOFING z REFER TO STRUCTURAL LOUVER - REFER TO ROOF 71 MEMBRANE r— CITE 2 DRAWINGS 1 Y' RIBBED EIFS PANEL, PLAN FOR REQUIREMENTS m BRICKVENEER, REFER TO ASSEMBLY TYPE 03, ORIENTED AT 45 DEGREES BAIT INSULATION R-38 MINIMUM ''� ELEVATIONS FOR COLOR UL DESIGN P-522 WEATHER BARRIER }< BAII INSULATION, R-19 WOOD ROOF TRUSSES, 17 ASSEMBLYTYPE 03, MINIMUM REFER TO STRUCTURAL ROOF TRUSS — — — — — — — — — — — — — — — — — — — UL DESIGN P-522 THROUGH WALL FLASHING DRAWINGS BEARING MATCH LINE 79 MATCH LINE 60 MIL EPDM FULLY ROOF TRUSS _ _ _ _ _ 892' _ $ 1/$" ADHERED ROOFING BEARING BATT INSULATION R-38 MEMBRANE S Parapet a- 892'-$1/$" MINIMUM CLOSURE PER — — — — — — — 69T 71/4 Y "-METAL RESILIENT MANUFACTURER O CHANNEL STEEL ANGLE LINTEL 'W-METAL RESILIENT I ' I SLOPE 5/8°-TYPE X GYPSUM BOARD I I REFER TO STRUCTURAL DRAWINGS CHANNEL fi 5/8'-7YPE X GYPSUM BOARD 3-601 22 3-60 CLOSURE PER MANUFACTURER VA SIM BATT INSULATION, R-19 O in -� - VINYL WINDOW, AS MINIMUM ROOF FLOOR SCHEDULED /05 FFE -/O5Q\ 5/8°-TYPE X GYPSUM BOARD —_ FFIFE 1 '/.'-GVPCRETE /'-APA RATED OSB -60 +ACOUSTIBLOCK+ SUBFLOORING SOUND -PROOFING FRP ARCHITECTURAL MEMBRANE, 1/8° MINIMUM PRODUCT, SEE SHEET 'ACOUSTIBLOCK' 58'-TYPE X GYPSUM BOARD - 1'/x' RIBBED EIFS PANEL, RATED OSB _ A3-505 SOUND -PROOFING ORIENTEDAT45 DEGREES SUAPA SUBFLOORING Flo Flo OA MEMBRANE, 1/8' MINIMUM ASSEMBLY TYPE 03, — — — $$3' _ 7 3/4" V UL DESIGN P-522 BAIT INSULATION R-36 %'-APA RATED OSB ��./���./��./ ��./ MINIMUM 'ACOUSTIBLOCK' SILL FLASHING I SUBFLOORING \/ 1/ ROOFTRUSS SOUND -PROOFING ASSEMBLY TYPE 01, F6 FOURTFFFE {04� — — — ——BEARING MEMBRANE, 1/8'MINIMUM BRICK ROWLOCK ULDESIGN L-546 3-521 SIM �1 88883' -7 3/4" -OSBREF WALL SHEATHING, P / APA RATED OSB REFER TO STRUCTURAL GATT INSULATION, R-19 1 RI RIBBED EIFS PANEL, %HMETAL RESILIENT SUBFLOORING DRAWINGS rre -,u� MINIMUM ORIENTED AT 45 DEGREES ASSEMBLY TYPE 01, CHANNEL BRICK VENEER, REFER TO SHEATHING, UL DESIGN L-546FOR '"` ELEVATIONS WALL FLASHING G'-METAL RESILIENT CHANNEL ROSB EFER TO REFER TO STRUCTURAL -" _ 5/8°-TYPEXGVPSUM BOARD IZEDM METAL BRICK E�THROUGH DRAWINGS � CENTER, TIES AT i6' ON CENTER, TIES AT BATT INSULATION R-38 WEATHER BARRIER 5/8'-TYPE X GYPSUM BOARD WEATHER BARRIER -7 GALVANIZED METAL BRICK VERTICALLY AND MINIMUM BRICK VENEER, REFER TO TIES AT 16' ON CENTER, HORIZONTALLY ELEVATIONS FOR COLOR 2X8 WOOD STUDS CLOSURE PER 1/2"-METAL RESILIENT VERTICALLY AND WEATHER BARRIER ASSEMBLY TYPE 01, - THROUGH WALL FLASHING VINYL PATIO DOOR UNIT. SEE MANUFACTURER CHANNEL HORIZONTALLY UL DESIGN L-546 2°DRAINABLE EIFS SYSTEM SCHEDULE WEATHER ROSBEF WALL SHEATHING, REFER TO STRUCTURAL 1/"-METAL RESILIENT PER MANUF'R, REFER TO 6/8°-TYPE X GYPSUM BOARD DRAWINGS CHANNEL I I ELEV. FOR TYPE OSB WALL SHEATHING, 5M"-TYPE X GYPSUM BOARD CLOSURE PER MANUFACTURER /^-GVPCRETE REFER TO STRUCTURAL DRAWINGS — — — — — MATCH LINE — — — — — — — — — — — MATCH LINE 22 SIM �. 3-602 VINYL WINDOW, AS 'ACOUSTIBLOCC SOUND -PROOFING PROVIDE POSITIVE DRAINAGE BATT INSULATION, R-19 MINIMUM BRICK VENEER, REFER TO BAIT INSULATION, R-19 SCHEDULED MEMBRANE, 1/8'MINIMUM � AT HORIZONTAL SURFACES ELEVATIONS FOR COLOR MINIMUM A4"-APA RATED OSB SUBFLOORING — — — — — Floor 03 V A/.'-GVPCRETE 872'- 11 7/8" 1 3-60 'ACOUSTIBLOCK° SOUND -PROOFING will ASSEMBLY TYPE 01, MEMBRANE, 1/8' MINIMUM PRE -MANUFACTURED EIFS I I UL DESIGN L-546 %°-APA RATED OSB S CORNICE, TYPE 1 SIS°-TYPE X GYPSUM BOARD OSWALL SHEATHING, SUBFLOORING REFER TO STRUCTURAL PRE -MANUFACTURED EIFS THIRCFFE {031y� THERMAL FIRE SAFING DRAWINGS CORNICE, TYPE 1 87872' -111 7/$" t7 GATT INSULATION, R-19 CONCRETE SLAB AND METAL 1 %' RIBBED EIFS PANEL, MINIMUM DECK, SEE STRUCTURAL ORIENTED AT 45 DEGREES DRAWINGS WEATHER BARRIER %^-METAL RESILIENT ASSEMBLY TYPE 01, '/.'GVPCRETE SILL FLASHING CHANNEL UL DESIGN L-546 SPRAY -APPLIED FIREPROOFING AT STEEL THROUGH WALLFLASHING 5/8'-TYPE XGYPSUM BOARD 'ACOUSTIBLOCK' FRAMING AND DECK FIOOf 02 SOUND -PROOFING _ _ _ $62'% QXB WOOD STUDS MEMBRANE, 1/8' MINIMUM ASSEMBLY TYPE 07, UL DESIGN G-801 BRICK ROWLOCK FOURTHFFE {04 BRICK VENEER, REFER TO %^-METAL RESILIEN _ A 888T 27 3/ ELEVATIONS FOR COLOR CHANNEL VINYL PATIO DOOR UNIT. SEE Sre'-TYPE X GYPSUM BOARD GALVANIZED METAL BRICK SCHEDULE70 - TIES AT 16' ON CENTER, GATT INSULATION, R-1 VERTICALLY AND HORIZONTALLY CONCRETE SLAB AND METAL �pREFINISHED RAILING BATT INSULATION, R-19 %m-APA RATED OSB MINIMUM DECK, SEE STRUCTURAL SVSTEM,REFERTOSHEET MINIMUM SUBFLOORING C7 Section 28 .:, WEATHER BARRIER DRAWINGS — A3-521 FOR DETAILS — — — — Floor L 1 A 105 SCALE: 3/4" =1'-0" 5/8°-TYPE X GYPSUM BOARD _ $62�-4" STEELANGLE LINTEL, REFER TO STRUCTURAL ASSEMBLY TYPE 07, DRAWINGS UL DESIGN G-801 2 FRP ARCHITECTURAL '. 34i02 I I THROUGH WALL FLASHING 7" PRODUCT, SEE SHEET 5/8'-TYPE X GYPSUM BOARD SPRAY -APPLIED A3-505 FRAMINGOFING AT STEEL 1 %° RIBBED EIFS PANEL F VINYL WINDOW, AS FRAMINGAND DECK ORIENTED AT 45 DEGREES ' CONCRETE SLAB AND METAL SCHEDULED STEELFRAMING, DECK, SEE STRUCTURAL INI GT STRUCTURAL DRAWI11G5 _ PANEL DRAWINGS - SECONCFFE{U1 ANDGLAZE STRATE INTO SUBSTRATE SPRAY -APPLIED $6$E2' -4" STOREFRONT SYSTEM STOREF _ FIREPROOFING AT STEEL 1 FRAMING AND DECK - 3-60 OSS WALL SHEATHING, INSULATED METAL BACKPAN REFER TO STRUCTURAL 518'-TYPE X GYPSUM BOARD DRAWINGS p BATT INSULATION, R-19 MINIMUM WEATHER BARRIER 1 %° RIBBED EIFS PANEL, ORIENTED AT 45 DEGREES 5/8' TYPE X GYPSUM BOARD "EXPANSION JOINT STOREFRONT SYSTEM W/ :' GROUT SOLID URE CONCRETE EXTERIOR CONCRETE, 5'/z'-POURED CONCRETE INSULATED GLASS, REFER 6 %°-POURED CONCRETE SLAB, REFER TO ' SLAB, REFER SLAB, TO REFER TO CIVIL DRAWINGS TO STRUCT TO SHEET A3-602 FOR DETAILS STRUCTURAL DRAWINGS -, ; EXISTING STRUCTURAL STRUCTURAL STRUCTURAL DRAWINGS EXISTING STRUCTURAL RA STRUCTURAL DRAWI11G5 %" EXPANSION JOINTy.'-EXPANSION SLAB Sub JOINT 2'W-RIGID INSULATION 2'/z'-RIGID INSULATION EXISTING STRUCTURAL FFE - 01 Podium FFE - 01 Podium n 847'-4' lI -', sue FFE - 01 Podium -- ¢ �°-RIGID INsuunoN FFE FIRST �� a : :..,'.: . ., ^ .._-. ._.-. -. , . _ 847' 4' .....,« STR Podium n V _ - 'a " •. STR Podium a STR Podium " $46' - 8" P . _ 846' _ 8"v TO4 - 1,r� - ". .. - y. RELEASED FOR CONSTRUCTION ,� — .— _ �1, _ -_—�— _Level2 12'-0" Subject to compliance with all regulations of State and local Codes >ECTION A3 ALL SECTION As WALL SECTION City of Carmel 1'-0" A3.101 SCALE: 3/4" = 1'-01, A3-101 SCALE: 3/4" = 1'-0" DATE: 10/31/19 WOULPERT ARCHITECTURE Ex iNEE" NOIGOES PAT IAL 7635 Interactive Way Suite 100 O Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E V� D E CLin (^'0 W E U � C J '— J W K C� rVL�,/ C v c lY oOc m 0 CIO my W � `o m ca o c >— 6 m 1v U CO E 3 4 m B _ cg Issuances: wev Descmemx Dnis 0 Issued For Building 3 Review 10/12/18 1 Issued For Building 3Permit 06/10/19 Prom. No.: 074904 Date: 10/12/18 A Sheet Name: WALL SECTIONS /_�ffC 1 2 I 3 I 4 I 5 I 6 7 I 8 I 9 m of 2 U Q am on c .5 m 0 a m INN E E c U 2 � o a li CONTINUE ROOFING UP AND DVER PARAPET ATTIC VENTILATION LOUVER - REFER TO ROOF PLAN FOR REQUIREMENTS EXTERIOR GYPSUM BOARD SHEATHING OR OSB SHEATHING Yr1,411\gaal,r�yq�y ROOF R TO HINGE TO STRUCTU IDS AL RESILIENT EL 'E X GYPSUM 5/8"-TYPE X GYPSUM ASSEMBLY TYPE 07, ILL DESIGN G-801 5/8"-TYPE X GYPSUM T WOOD STUDS, - TO STRUCTURAL PRE -FINISHED METAL COPING CAP S Parapet 897' - 7 1/4" m CORIBELLEE BRICK, REFER TO ELEVATI NS FOR COLOR OSB WALL HEATHING, REFER TO E TRUCTURAL DRAWINGS- ROOF WEATHER BARRIER 8951-4" NAILABLE BLOCKING AT TOP OF PARAPET CONTINUE ROOFING UP AND OVER PARAPET ATTIC VENTILATION LOUVER - REFER TO ROOF PLAN FOR REQUIREMENTS EXTERIOR GYPSUM BOARD SHEATHING OR OSB SHEATHING OSB ROOF SHEATHING, REFERTOS UCTURAL DRAWINGS ASSEMBLY TYPE 03, - ILLDESIGNP 22 Lzu WOOD ROOF TRUSSES, REFER STRUCTURAL DRAWINGS 1/2"-METAL RESILIENT CHANNEL 5/8"-TYPE X GYPSUM BOARD Il BATT INSULATION R-38 MINIMUM RECESSED BRICK, REFER TO ELEVATIONS FOR COLOR ROOF TRUSS BEARING 892' - 8 1/8" V —THERMAL FIRE SAFING Floor 02 n 862' - 4" V BRICK VENEER, REFER TO BATT INSULATION, R-1 ELEVATIONS FOR COLOR MINIMUM WEATHER BARRIER 5/8"-TYPE X GYPSUM ASSEMBLY TYPE 07, - UL DESIGN G-801 GALVANIZED METAL BRICK — TIES AT 16" ON CENTER, 1L' VERTICALLY AND o HORIZONTALLY OSB WALL SHEATHING, REFER TO STRUCTURAL DRAWINGS BATT INSULATION, R MINIMUM 5/8"-TYPE X GYPSUM WEATHER BARRIER GALVANIZED METAL BRICK TIES AT 16" ON CENTER, VERTICALLYAND HORIZONTALLY :1914411611-1a-IN16 41 THROUGH WALL FLASHING PRECUT WOOD S REFER TO STRUC GROUTSOLID DRAWINGS MASONRY WEEP VENTS BATT INSULATION, '/:" EXPANSION JOINT MINIMUM 8"-TYPE X GYPSUM BOARD EXTERIOR CONCRETE, "-EXPANSION JOINTIii REFER TO CIVIL DRAWINGS .�•-EXPANSION JO III lNI,1/2'-RIGID'"-RIGID INSULATION '/a 4"i21GID INSULA NNIFFE-01 _Podium 4.1 TYPICAL BRICK COURSING DATUM84T-4IN IN a. STIR Podium _ AAR' All INJiv A. RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and local Codes ►LL SECTION City of Cannel LE: 3/4" = T-0" 1�"Io, DATE: 10/31/19 �2" _ S Parapet 897' - 7 1/ _ ROOF dV 89T-4" V —MATCH EIFS REVEAL BANDS TO ADJ. BRICK REVEALS ROOF TRUSS _ BEARING —) 892' - 8 1/8" V _ Floor 03�l 97—Z - 11 7/8" V MATCH EIFS COLOR TO LINTEL AND SILL DETAILS ON E. FACADE THERMAL FIRE Floor 02 re" -TYPE X GYPSUM 862' - 4" V 5/8"-TYPE X GYPSUM B( SEALANT AND BACKER ROWLOCK BRICK SOLDIER COURSE GALVANIZED METAL BRICK TIES AT 16" ON CENTER, VERTICALLYAND HORIZONTALLY OSB WALL SHEATHING, REFER TO STRUCTURAL DRAWINGS @g MIA E:I q:7:E1:1:11 q:>• BULLNOSE BRICK SILL � TUDS, THROUGH WALL FLASHING TURAL GROUT SOLID R-19 MASONRY WEEP VENTS Y" EXPANSION JOINT EXTERIOR CONCRETE, TNT REFER TO CIVIL DRAWINGS TION NNINNIN [FFE - 01 Podiums IN TYPICAL BRICK COURSING DATUM . IN 'STIR Podium—li IN 846' - 8" AN ..a v SCALE: 3/4" = 1'-0" BLIND WIN -5/8" TYPE X GYPSUM BOARD -5/8" TYPE X GYPSUM BOARD 14 SEALANT AT DISIMILAR MATERIALS BRICK VENEER, REFER TO ELEVATIONS FOR COLOR OSB WALL SHEATHING, REFER TO STRUCTURAL DRAWINGS GALVANIZED METAL BRICK TIES AT 16" ON CENTER, VERTICALLY AND HORIZONTALLY mra va rl a:a aa:ra a:i THROUGH WALL FLASHING STEELANGLE LINTEL, REFER TOSTRUCTURAL DRAWINGS STOREFRONT SYSTEM W/ INSULATED GLASS, REFER TO SHEET A3.602 FOR DETAILS 5'/2' POURED CONCRETE SLAB, REFER TO STRUCTURAL DRAWINGS 2 Yh" RIGID INSULATION SEALANT AT DISIMILAR MATERIALS 'h" EXPANSION JOINT EXTERIOR CONCRETE, REFER TO CIVIL DRAWINGS BATT INSULATION, R-19— MINIMUM 98"-TYPE X GYPSUM BOARD - CONCRETE SLAB AND METAL DECK, SEE STRUCTURAL DRAWINGS ASSEMBLY TYPE 07, - ILL DESIGN G-801 FIREPROOFING AT FRAMING AND DEC CEMENT STUCCO CEMENT STUCCO PRE -FINISHED METAL COPING CAP NAILABLE BLOCKING AT TOP — OF PARAPET CONTINUE ROOFING UP AND — OVER PARAPET EXTERIOR GYPSUM BOARD SHEATHING OR OSB SHEATHING ATTIC VENTILATION LOUVER - REFER TO ROOF PLAN FOR REQUIREMENTS 60 MIL EPDM FULLY ADHERED ROOFING MEMBRANE OSB ROOF SHEATHING, REFER TO STRUCTURAL DRAWINGS WOOD ROOF TRUSS REFER TO STRUCTU DRAWINGS 1/2"-v1ETAL RESILIENT CHANNEL VINYL WINDOW, AS SCHEDULED 5/8"-TYPE XGYPSUM EIFS WITH METALLIC FINISH, SEE SHEET A3-315 BATT INSULATION, R SILL FLASHING MINIMUM THERMAL FIRE BAITING 5/8"-TYPE XGYPSUM 862'2 BRICK VENEER, REFER TO ELEVATIONS FOR COLOR WEATHER BARRIER GALVANIZED METAL BRICK TIES AT 16" ON CENTER, VERTICALLY AND HORIZONTALLY OSB WALL SHEATHING, REFER TO STRUCTURAL DRAWINGS BATT INSULATION, BRICK SOLDIER COURSE MINIMUM STEEL ANGLE LINTEL, REFER TO STRUCTURAL DRAWINGS —THROUGH WALL FLASHING N IN IN WALL SECTI SCALE: 3/4" = 1'-0" S Parapet Ill 897' - 7 1 /4" EIFS WITH METALLIC FINISH, SEE SHEET A3-315 I ROOFTRUSS BEARING 892' - 8 1 /8" V —WEATHER BARRIER OSB WALL SHEATHING, REFER TO STRUCTURAL DRAWINGS EIFS WITH METALLIC FINISH, SEE SHEET A3-315 III SILL FLASHING Floor 02 � 862' - 4" GALVANIZED METAL BRICK TIES AT 16" ON CENTER, VERTICALLYAND HORIZONTALLY WEATHER BARRIER BRICK VENEER, REFER ELEVATIONS FOR COLOR TO SHEET A3-602 POURED CONCRETE I, REFER TO 1CTURAL DRAWINGS 21GID INSULATION PANSION JOINT lT -qN 847' - 4�' odium_. _ a�STR Podium l6'-8"� a - 646'-841 EXTERIOR CONCRETE, REFER TO CIVIL DRAWINGS EXISTING STRUCTURAL SLAB A6 WALL SECTION A3101 SCALE: 3/4" = 1'-0" WOULPEaT ARCHITECTURE ENiNEEN NOIGOES PAT IAL 7635 Interactive Way Suite 100 C Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 N7 E D C B n� W E Own _0 W U � J H--L W if c 0 L a c > G O W 0 M E0 NV �r U c cv o c GE mre [wwwwwwaU m GU Q Issuances: eev oescme ON mns 0 Issued For Building 3 Revies 10/12/18 1 Issued For Building 3 Permit 06/10/19 Prom. No.: 074904 Date: 10/12/18 A Sheet Name: WALL SECTIONS Fit ffC CA 0 3 1 4 1 5 1 6 1 7 1 8 1 9 R 1 60 MIL EPDM FULLY ADHERED ROOFING MEMBRANE TADr DrM ovan K; INSULATION, MINIMUM''/a' SLOPE FLASHING. SEE DETAIL MINIMUM 'WRIGID ROOF ON SHEET C4-504 INSULATION G RHVEL STOP — OSB ROOF SHEATHING,`\ REFER TO STRUCTURAL DRAWINGS ROOF DRAIN SLOPE SLOPE PIM L GATT INSULATION, R-19 MINIMUM INSULATED METAL BACK PAN NOTE: SEE STRUCTURAL PLANS AND DETAILS FOR ROOF STRUCTURE SEALANTAT DISIMILAR MATERIALS ALUMINUM CURTAIN WALL 5/8' TYPE X GYPSUM BOARD METAL SUPPORT SYSTEM EXTERIOR CONCRETE, REFER TO CML DRAWINGS EXISTING STRUCTURAL SLAB 5'h' POURED CONCRETE SLAB, REFER TO STRUCTURAL DRAWINGS 2'A' RIGID INSULATION 'Am EXPANSION JOINT K 0 w N METAL SOFFIT TT CLOSURE. PAINT TO MATCH STOREFRONT BRAKE METAL TRIM WITH HEMMED DRIP EDGE SPANDREL GLAZING FFE - _j .'y; a- 4. I 'A1\ WALL SECTION T,1J SCALE: 314" = 1'-0" RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Carried DATE: 10/31/19 Floor 02 862' - 4" V N Podium 847' - 4" V R Podium 846' - 8" V BATT MINIM B/8'-Tn STORI INSUL TO SH DETAI WALL SECTION SCALE: 314" = 1'-0" CUT AT NON -OPENING PORTIONS OF WALL A6 WALL SECTION A3.314 SCALE: 3/4" = 1'-0" WOULPERT ARCHITECTURE Ex I NEE III NOIGOES PAT IA. 7635 Interactive Way Suite 100 C Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 19 E D E Down IN ^O \W\ _ W U � C J '- J �A U E o ) a 0 ('7 E 0 my cv E �ED O c CO U E B �U Issuances: wev nescmenox mns 0 Issued For Building 3 Reviev 10/12/18 1 Issued For Building 3Permit 06/10/19 Prom. No.: 074904 Date: 10/12/18 A Sheet Name: WALL SECTIONS [�fc C I 2 3 4 5 6 7 8 9 Yy RELEASED FOR CONSTRUCTION Subject to compliance with all regulations METRIC of State and Local Codes City of Cannel '"IC DATE: 10/31/19 PREFINISHED ALUMINUM COPING AT TOP OF BRICK WALL BRICK ROWLOCK SILLS FINISH TOP OF PILASTER EXTERIOR TRIM UNIT MASONR SILL BRICK ROWLO SILLS FINISH T OF SUB-PILAS' DECORATIVE EXTERIOR TRI UNIT MASONR SILL EXTERIOR TRI BRICK SUB - PILASTERS REFER TO PLa DETAILS UNIT MASONR SILL _ S Parapet all[-� 897'-71/4" V � DECORATIVE EXTERIOR TRIM SUN IT MASON RV SILL ROOFTRUSS BEARING n 892' - 8 1/8" 1 Lmii, FIFE -01 POclIUm 847' - 4" STR Podmum 8461-8 Az PILASTER PROFILE A3�104 SCALE: 112" = 1'-0" I� P I� -- -- — — — S Parapet 11111 897'-71/ CONTINUOUS PREFINISHED ALUMINUM COPING EIFS EIFS WITH METALLIC FINISH. -- c [ < u ROOFTRUSS BEARING• -- 892'-81/8" 6'- 0' 9' PLAN VIEW I i N �r LEIFS WITH METALLIC „ ELEVATION FINISH, SEE SHEET A3-315 Fa FOLDED PANEL ISOMETRIC F4A PANEL PROFILE 8'-0" A.F.F. Fs '', DETAIL VIEWS J SCALE: J SCALE: 314" = 1'-0" SCALE: 314" = 1'-0" RECESSED BRICK, COLOR 1 BRICK COLOR 2 EIFS WITH METALLIC FINISH. SEE DETAIL C6/A3-315 UNIT MASONRY LINTEL _ N Parappet � 901' - 7 1/�1 !Ip9 S Pawel t n 89T-71/4" 1 METAL BRICK N CENTER, AND LY OF TRUSS BEARING n 892' - 8 1/8" 1 y cr O r-a• a• a• a• a• a• a• PLAN VIEW 2'-0" ELEVATION METALLIC !E SHEET A3-315 c3 BRICK DETAIL 1 ISOMETRIC c3-A DETAIL PROFILE C6 DETAIL VIEWS SCALE: SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" A3-A 3-31 ELEVATION EIFS DETAIL 2 SCALE: 3/4" = V-0" TRUSS 5' S Parapet OL 897'- 7 1/4" ROOF TRUSS BEARING 892' - 8 1/8" V N.1 FB CORNER PILASTER PROFILE J SCALE: 814" = 1'-0" T-11 3/8"A.F.F. A3-A DETAIL PROFILE A7 ELEVATION DETAIL AB DETAIL PROFILE A3d15 SCALE: 3/4" = 1'-0" A3�201 SCALE: 3/4" = 1'-0" A&315 SCALE: 314" = 1'-0" N Para ep t all 901'- 7 1/4" V S Parapet all 89T 1114 - 7 1 ' 1 ROOF TRUSS BEARING 892- 8 1/8" Floor 04 n 883' - 7 3/4" \A/ WOOLPEPT ARCHITECTURE Ex INEEx NOIGOES PAT IAL 7635 Interactive Way Suite 100 C Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 �i D C elm n� W E Own _0 W W E U � -J •- J +-L U o � O � m 0 Eo 0 M � `mv cv o c N GU U m = U Issuances: RE/ DESCRIPTOR DATE 0 Issued For Building 3 Reviea 10/12/18 1 Issued For Building 3Permit 06/10/19 Prom. No.: 074904 Date: 10/12/18 A Sheet Name: ELEVATION DETAILS AND SECTIONS A3=315 1 2 3 0 5 9 7 L, 0 R 0_ v o_ 1 1 M. UNIT 1133•81 • TWO BEDROOMS SCALE: 114" = 1'-0" SHADED AREA INDICATES DROPPED CEILING - 5/8" GYP BD ON 2x4'S (LLV) AT 24" OC TIGHT TO UNDERSIDE OF RATED CEILING ASSMEBLY U 5'- 1 1/8" BEDROOM E 91_ 1 vP" 7'_ 1n vv" 5 , UNIT B3•A1 • ONE BEDROOM W/ DEN M02 SCALE: 1/4" = 1'-0" UNIT B3•A3 • ONE BEDROOM ■ k GENERAL NOTES - INTERIOR FRAMING 1. ALL MATER IALS AND WORK SHALL BE FU RN ISHED AND INSTALLED IN WORKMANSHIP -LIKE MANNER IN STRICT ACCORDANCE WITH ALL PREVAILING LOCAL, STATE, AND NATIONAL BUILDING CODES. 2. CONTRACTORS SHALL STORE, HANDLE, AND INSTALLALL PRODUCTS AND ASSEMBLIES PER THE MANUFACTURER'S INSTRUCTIONS, RECOMMENDATIONS, AND PROCEDURES IN ORDER TO ENSURE THE MANUFACTURER'S WARRANTY IS VALIDATED. 3. SUB -CONTRACTORS SHALL VERIFYALL DIMENSIONS. 4. ALL DIMENSIONS ARE GIVEN FROM STUD TO STUD, UNLESS OTHERWISE NOTED. 5. STUD DIMENSIONS ARE 31/2" OR 5 1/2" UNO. 6. ALL EXTERIOR WALLS ARE TO BE 2x6 STUDS. REFER TO STRUCTURAL FOR OTHER LOCATIONS. 7. UNIT LAYOUT IS AS SHOWN ON'/." SCALE PLANS. FOR BUILDING DIMENSIONS, REFER TO 1/8" SCALE OVERALL BUILDING FLOOR PLANS. 8. GENERAL CONTRACTOR SHALL COORDINATE WITH MECHANICAL, PLUMBING, AND ELECTRICAL CONTRACTOR S FOR ALL RESPECTIVE OPENINGS, AS REQUIRED, INCLUDING MAINTAINING FIRE RATED ASSEMBLIES. 9. FOR MATERIALS AND FINISHES, REFER TO FINISH SCHEDULES ON THIS SHEET. 10. TYPE'X" 5/8" THICK GYPSUM BOARD SHALL BE USED AT RATED WALL CONSTRUCTION INCLUDING BEARING WALLS. TYPE "C" 5/8" GYPSUM BOARD SHALL BE USED AT CEILINGS. REFER TO UL ASSEMBLIES. 11. ALL CEILING ASSEMBLIES ARE TO BE MIN. 1 HOUR FIRE RATED CONSTRUCTION WITH DAMPERS AT ALL DUCT PENETRATIONS. REFER TO MECHANICAL DRAWINGS. 12. ALL WALLS WHICH FORM PERIMETERS OF DWELLING UNITS AND ALL LOAD BEARING WALLS SHALL BE MIN. 1 HOUR FIRE RATED UL-U305 OR UL-U314 ASSEMBLY. NON -LOAD BEARING INTERIOR PARTITIONS WITHIN DWELLING UNITS DO NOT REQUIRE FIRE RATING. 13. USE MIN.3/8"OSB AT ALL ATTIC DRAFT STOPS. 14. REFER TO STRUCTURAL FOR ALL WINDOW AND DOOR HEADER SIZES. 15. CONTRACTOR TO PROVIDE: (1) 12" WOOD SHELF AND ROD IN ALL ENTRY CLOSETS, (1) 12" WOOD SHELF, ROD, AND VERTICAL SHELVING IN BEDROOM CLOSETS, (1) 12" WOOD SHELF AT LAUNDRY, (5) 12" DEEP WOOD SHELVES IN LINEN CLOSETS, AND (5) 18" DEEP WOOD SHELVES IN PANTRY. PROVIDE SHELVES IN BATH ROOM AS SHOWN. REFER TO DRAWINGS. 16. REFER TO STRUCTURAL DRAWINGS FOR INTERIOR BEARING WALL MEMBER SIZE AND SPACING. 17. FLOOR TOPPING TO BE 3/4" GYPCRETE 2000 OR APPROVED EQUAL. CONTRACTOR TO ADJUST STAIR RISER HEIGHTS AND DOOR HEADER HEIGHTS ABOVE SUB -FLOOR ACCORDINGLY. 18. CONTRACTOR TO PROVIDE PAPER FACED INSULATION FOR ALL EXTERIOR WALLS. PROVIDE TYVEK VAPOR BARRIER ON ALL EXTERIOR WALLS. 19. ALL WALL AND CEILING GYPSUM BOARD TO BE SMOOTH FINISH COATING. REFER TO FINISH SCHEDULE FOR SHEEN. 20. PROVIDE WASHER AND DRYER HOOKUPS IN ALL UNITS AS REQUIRED TO MEET OR EXCEED APPLICABLE CODES. 21. DWELLING UNIT SEPARATION WALLS OF APARTMENT UNITS SHALL BE MIN. ONE HOUR FIRE RATED CONSTRUCTION. 22. PROVIDE WOOD BLOCKING SUPPORTAS REQUIRED, INCLUDING, BUT NOT LIMITED TO: ALL LOCATIONS FOR GRAB BARS IN ALL UNITS AND AT ALL STAIR RAILS, SUPPORT FOR SHEATHING EDGES NOT ON FRAMING, KITCHEN WALL CABINETS ON ALL FLOORS, AND AT TV WALL LOCATIONS. 23. PROVIDE R-13 (3'/z") MIN. ACOUSTIC BATT INSULATION IN ALL DWELLING UNIT SEPARATION WALLS. IN CEILINGS PROVIDE R-13 (3 %") MIN. ACOUSTIC BATT INSULATION AT LOCATIONS WHERE OCCUPIED SPACE ABOVE HAS A HARD FLOOR SURFACE. PROVIDE R-19 (51/2") MIN. PAPER FACED THERMAL BATT INSULATION IN EXTERIOR WALLS. PROVIDE R-30 (9") MIN. IN CEILING ABOVE GARAGES. PROVIDE RJ8 (11") MIN. IN CEILING BELOW ROOF AREAS. 24. ALL LIVING UNITS SHALL BE CONSTRUCTED TO COMPLY WITH OBC ADAPTABLE UNIT TYPE "B" REQUIREMENTS, UNLESS DESIGNATED ADA ACCESSIBLE UNIT TYPE "A" IN UNITS LOCATIONS SHOWN. 25. PROVIDE CONTROL JOINTS IN CORRIDOR GYPSUM BOARD CEILING 30 FEET O.C. WITH RESILIENT CHANNELS, TYPICAL. 26. STRUCTURAL MEMBERS SUPPORTING MORE THAN ONE FLOOR SHALL BE INDIVIDUALLY PROTECTED BYAONE-HOUR FIRE RESISTANCE RATED ASSEMBLY. TYPE 'B' ACCESSIBLE UNIT ALL UNITS NOT DESIGNATED AS TYPE W PER BUILDING FLOOR PLAN SHEETS A2-101 THRU A2-104B 1. PRIMARY ENTRANCE DOOR HARDWARE TO BE LEVER TYPE. LOCKING MECHANISM TO BE ACCESSIBLE PUSH BUTTON TYPE PER ANSI 1003.5 2. ALL THRESHOLDS TO BE 1/2" MAXIMUM CHANGE IN LEVEL FROM TOP OF THRESHOLD TO FINISHED FLOOR. PATIO SURFACE SHALL BE 4" MAXIMUM BELOW FLOOR LEVEL OF ADJACENT INTERIOR SPACE 3. TOILET CENTERLINES SHALL BE I8"(MIN.) FROM WALL MEASURED FROM FACE OF DRYWALL. 4. PRIMARY ENTRANCE DOOR SHALL BE 36" WIDE AND HAVE 18" (MIN.) PULL SIDE CLEARANCE. 5. INTERIOR UNIT PASSAGE DOORS SHALL BE 34"WIDE (MIN.). 6. INSTALL BLOCKING FOR FUTURE GRAB BARS AT TOILETS AND TUBS GENERAL NOTES - ACCESSIBILITY ALL DWELLING UNITS SHALL COMPLY WITH THE FOLLOWING: 1. THE HEIGHT OF THE WATER CLOSET SHALL BE AT LEAST I5"AND NO MORE THAN 19" MEASURED TO THE TOP OF THE TOILET SEAT. 2. THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A BRAG BAR OR HANDRAIL SHALL BE 1-1/4" TO 1-1/2". 3. THE STRUCTURAL STRENGTH OF GRAB BARS, BATH TUB SEATS FASTENERS AND MOUNTING DEVICES SHALL MEET THE FOLLOWING SPECIFICATIONS 3.1. BENDING STRESS IN A GRAB BAR OR SEAT INDUCES BY THE MAXIMUM BENDING MOMENT FROM THE APPLICATION OF 250 LBF SHALL BE LESS THAN THE ALLOWABLE STRESS OF THE MATERIAL OF THE GRAB BAR OR SEAT. 3.2. SHEAR STRESS INDUCED IN A GRAB BAR OR SEAT BY THE APPLICATION OF 250 LBF SHALL BE LESS THAN THE ALLOWABLE SHEAR STRESS FOR THE MATERIAL OF THE GRAB BAR OR SHEAR. IF THE CONNECTION BETWEEN THE GRAB BAR AND ITS MOUNTING BRACKET OR OTHER SUPPORT IS CONSIDERED TO BE FULLY RESTRAINED, THEN DIRECT AND TORSIONAL SHEAR STRESSES SHALL BE TOTALED FOR THE COMBINED SHEAR STRESS, WHICH SHALL NOT EXCEEDED THE ALLOWABLE SHEAR STRESS. 3.3. SHEAR FORCE INDUCED IN A FASTENER OR MOUNTING DEVICE FROM THE APPLICATION OF 250 LBF SHALL BE LESS THAN THE ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR MOUNTING DEVICE OR THE SUPPORTING STRUCTURE, WHICHEVER IS THE SMALLER ALLOWABLE LOAD. 3.4. TENSILE FORCE INDUCED IN FASTENER BY DIRECT TENSION FORCE OF 250 LBF PLUS THE MAXIMUM MOMENT FROM THE APPLICATION OF 250 LBF SHALL BE LESS THAN THE ALLOWABLE WITHDRAWAL AND THE SUPPORTING STRUCTURE. 3.5. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. WOOLPERT ARCHITECTURE Ex iNEEx NO I GOES PAT IAL 7635 Interactive Way Suite 100 IS Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F Ill b: we l] 110 U � J•� J �A a--L K rUn V I � c (] O o c � � m O CU M m € t0 0 �r my U cv o c co N € U m = U Q Issuances: RW OESCmPTENI MTE 0 Issued For Building 3 Revies 10/12/18 1 Issued For Building 3Permit 06/10/19 Prom. No.: 074904 Date: 10/12/18 Sheet Name: UNIT PLANS RELEASED FOR CONSTRUCTION I AN ONE BEDROOM CORNER Subject to compliance with all regulations 1" of State and Local Codes City of Cannel ',�1 I DATE: 10/31/19 UNIT B3•A1 AN ONE BEDROOM EXTENDED SCALE: 1/4" = 1'-0" UNIT B3•A1 AN ONE BEDROOM SUALE: 1/4" = 1'-U Fit 15 [G 2 3 9 I M 7 L, R "M 11031) ■� ■� ■■ MEN ■■■■■■� n - . . m ` ■■■■■■ NONE ■� MENEM NONE NONE ■■MEN ■■11 NONE MEN NONE48'MIN . .: .: NONE■ E■NENONE ■ ■L ■E MEN 0 ■E■E■E■■■■■E ■ENE■■■■■■■1 � 111111 I®� NONE ■■■■■■■�� �N■■■ NOON■■■■Oro ! EEEEE N■NE■■■■■t �.M1 W� rI NONE ■1/��}}■7■7�I�■■■■1 1■�E���//�®d® ■EMMEm4L7�■■■MENEM �EEIrI•v WN ■ENE■ SE ME MeOGJOQGE ff-E■LOMNi.: MWIEWE N■ 10113 ma Z�� NONE, , ME11,11F, `3im■m\EMEN MOWN LL ■■■\ MAE ■�E■■FIRMEl m.m I I ^�r�����1�r'm'17��1ey '�■■II� ■■11��7 m� 5'-41/8" fi TYPE 'A' ACCESSIBLE UNITS SEE BUILDING FLOOR PLANS SHEET A3-102 THIRD A2-104 FOR TYPE W UNIT LOCATIONS 1. ALL HARDWARE TO BE LEVER TYPE ALL LOCKING MECHANISMS TO BE ACCESSIBLE PUSH BUTTON TYPE PER ANSI 1003.5 2. REFLECTIVE SURFACE OR MIRROR TO BE MAXIMUM HEIGHT OF 400AFF. 3. TOILET PAPER DISPENSER SHALL BE LOCATED 7" MINIMUM TO 9" MAXIMUM IN FRONT OF THE WATER CLOSET MEASURED TO THE CENTERLINE OF THE DISPENSER. THERE SHALL BE A CLEARANCE OF 1-112" MINIMUM BELOW THE GRAB BAR. 4. ALL THRESHOLDS TO BE 1/2" MAXIMUM CHANGE IN LEVEL FROM TOP OF THRESHOLD TO FINISHED SURFACE OF PATIO. 5. TOILET CENTERLINES SHALL BE 18" FROM ALL MEASURED FROM WALL MEASURED FROM FACE OF DRYWALL. 6. WHEN PROVIDED,RANGE, WASHER AND DRYER TO HAVE FRONT CONTROLS RANGE HOOD TO HAVE CONTROLS OR SWITCH WITHIN ACCESSIBLE RANGE OF REACH. 7. WHEN PROVIDED, REFRIGERATOR TO HAVE 50%OF FREEZER 54"AFF MAX 8. EXTEND FLOOR FINISH UNDER REMOVABLE CABINETS. 9. TOILET FLUSH CONTROLS TO BE LOCATED ON THE OUTSIDE OF THE TANK ON THE SIDE WHICH IS AWAY FROM THE WALL. 10. PROVIDE OFFSET CONTROLS, HANDHELD SHOWER, HOSE AND SLIDE BAR PER ANSI 607.6 AT SHOWERS AND TUBS 11. WINDOW CONTROLS MUST BE 48" MAXIMUM AFF 12. ALL ROOMS SHALL HAVE 60" TURNING RADIUS 13. TOWEL BARS MOUNTED AT 48"AFF 14. PROVIDE BLOCKING FOR VERTICAL GRAB BAR AT SHOWER AND TUB 15. PROVIDE ONE OUTLET 44" ADD ON EACH WALL OF KITCHEN THAT IS A DISTANCE GREATER THAN 36" FROMA PERPENDICULAR WALL 16. PROVIDE ONE PORTION OF ROD AND SHELF IN EACH CLOSETAT 48" AFF 17. PRIMARY ENTRANCE DOOR SHALL BE 36" WIDE 18. INTERIOR PASSAGE FLOORS SHALL BE 36"WIDE AND HAVE 18" PULL SIDE CLEARANCE 19. INSTALL BLOCKING FOR FUTURE GRAB BARS AT TOILET, TUBS AND SHOWERS. 20. KITCHEN WORK SURFACES: A MINIMUM30" SECTION OF COUNTER SHALL PROVIDE A WORK SURFACE THAT COMPLIES WITH THE FOLLOWING REQUIREMENTS: 20.1. THE COUNTER SHALL BE MOUNTED ATA MAXIMUM HEIGHT OF 34" AFF, MEASURED FROM THE FLOOR TO THE TOP OF THE COUNTER SURFACE 20.2. COUNTER THICKNESS AND SUPPORTING STRUCTURE SHALL BE 2" MAXIMUM OVER THE REQUIRED AREA 20.3. A CLEAR FLOOR SPACE 30"BY 48" SHALL ALLOW FOR A FORWARD APPROACH TO THE WORK SURFACE COUNTER (MAY EXTEND 19" MAX UNDER THE COUNTER). THE KNEE SPACE SHALL HAVE A MINIMUM CLEAR WIDTH OF 30" AND MINIMUM CLEAR DEPTH OF 19" 21. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER THE COUNTER. THE KITCHEN SINK AND SURROUNDING COUNTER SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: 21.1 THE SINKAND SURROUNDING COUNTERSHALL BE MOUNTED ATA MAXIMUM RIGHT OF 34" ADD, MEASURED TO THE TOP OF THE COUNTER SURFACE 21.2 ROUGH IN PLUMBING SHALL BE LOCATED TO ACCEPT CONNECTIONS OF SUPPLY AND BRAIN PIPES FOR SINKS MOUNTED AT 28" AFF. 21.3. THE DEPTH OF (1) BOWL OF THE DOUBLE SINK SHALL BE NO GREATER THAN 6-1/2". 21.4. FAUCETS SHALL BE LEVER OPERATED OR PUSH MECHANISMS. COUNTER THICKNESS AND SUPPORTING STRUCTURE SHALL BE 2" MAXIMUM OVER THE REQUIRED AREA. 21.5 A CLEAR FLOOR SPACE 30"BY 48"SHALL ALLOW FOR A FORWARD APPROACH TO THE SINK (MAY EXTEND 19" MAX. UNDER THE COUNTER). THE KNEE SPACE SHALL HAVE A MINIMUM CLEAR WIDTH OF 30" AND MINIMUM CLEAR DEPTH OF 19". 21.6 THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER THE SINK. HOT WATER SUPPLY AND DRAIN PIPES UNDER SINK SHALL BE INSULATED OR OTHERWISE COVERED. 22. KITCHEN STORAGE:CABINETS, DRAWERS AND SHELF AREAS SHALL HAVE THE FOLLOWING FEATURES: 22.1. MAXIMUM HEIGHT SHALL BE 48" FOR AT LEAST (1) SHELF OF ALL CABINET AND STORAGE SHELVES MOUNTED ABOVE WORK COUNTERS. 22.2. DOOR PULLS OR HANDLES FOR WALL CABINETS SHALL BE MOUNTED AS CLOSE TO THE BOTTOM OF THE CABINET DOORS AS POSSIBLE. DOOR PULLS OR HANDLES FOR BASE CABINETS SHALL BE MOUNTED AS CLOSE TO THE TOP OF CABINET DOOR AS POSSIBLE. GENERAL NOTES - INTERIOR FRAMING 1. ALL MATERIALS AND WORK SHALL BE FURNISHED AND INSTALLED IN WORKMANSHIP -LIKE MANNER IN STRICT ACCORDANCE WITH ALL PREVAILING LOCAL, STATE, AND NATIONAL BUILDING CODES. 2. CONTRACTORS SHALL STORE, HANDLE, AND INSTALL ALL PRODUCTS AND ASSEMBLIES PER THE MANUFACTURER'S INSTRUCTIONS, RECOMMENDATIONS, AND PROCEDURES IN ORDER TO ENSURE THE MANUFACTURER'S WARRANTY IS VALIDATED. 3. SUB -CONTRACTORS SHALL VERIFY ALL DIMENSIONS. 4. ALL DIMENSIONS ARE GIVEN FROM STUD TO STUD, UNLESS OTHERWISE NOTED. 5. STUD DIMENSIONS ARE 31/2"OR 51/2"UNO. 6. ALL EXTERIOR WALLS ARE TO BE 2x6 STUDS. REFER TO STRUCTURAL FOR OTHER LOCATIONS. 7. UNIT LAYOUT IS AS SHOWN ON'/." SCALE PLANS. FOR BUILDING DIMENSIONS, REFER TO 1/8" SCALE OVERALL BUILDING FLOOR PLANS. 8. GENERAL CONTRACTOR SHALL COORDINATE WITH MECHANICAL, PLUMBING, AND ELECTRICAL CONTRACTOR S FOR ALL RESPECTIVE OPENINGS, AS REQUIRED, INCLUDING MAINTAINING FIRE RATED ASSEMBLIES. 9. FOR MATERIALS AND FINISHES, REFER TO FINISH SCHEDULES ON THIS SHEET. 10. TYPE'X" 518" THICK GYPSUM BOARD SHALL BE USED AT RATED WALL CONSTRUCTION INCLUDING BEARING WALLS. TYPE "C" 5/8" GYPSUM BOARD SHALL BE USED AT CEILINGS. REFER TO UL ASSEMBLIES. 11. ALL CEILING ASSEMBLIES ARE TO BE MIN. 1 HOUR FIRE RATED CONSTRUCTION WITH DAMPERS AT ALL DUCT PENETRATIONS. REFER TO MECHANICAL DRAWINGS. 12. ALL WALLS WHICH FORM PERIMETERS OF DWELLING UNITS AND ALL LOAD BEARING WALLS SHALL BE MIN. 1 HOUR FIRE RATED UL-U305 OR UL-U314 ASSEMBLY. NOW LOAD BEARING INTERIOR PARTITIONS WITHIN DWELLING UNITS DO NOT REQUIRE FIRE RATING. 13. USE MIN. 3/8"OSB AT ALL ATTIC DRAFT STOPS. 14, REFER TO STRUCTURAL FOR ALL WINDOW AND DOOR HEADER SIZES. 15. CONTRACTOR TO PROVIDE: (1) 12" WOOD SHELF AND ROD IN ALL ENTRY CLOSETS, (1) 12" WOOD SHELF, ROD, AND VERTICAL SHELVING IN BEDROOM CLOSETS, (1) 12" WOOD SHELF AT LAUNDRY, (5) 12" DEEP WOOD SHELVES IN LINEN CLOSETS, AND (5) 18" DEEP WOOD SHELVES IN PANTRY. PROVIDE SHELVES IN BATH ROOM AS SHOWN. REFER TO DRAWINGS. 16. REFER TO STRUCTURAL DRAWINGS FOR INTERIOR BEARING WALL MEMBER SIZE AND SPACING. 17. FLOOR TOPPING TO BE 3/4" GYPCRETE 2000 OR APPROVED EQUAL. CONTRACTOR TO ADJUST STAIR RISER HEIGHTS AND DOOR HEADER HEIGHTS ABOVE SUB -FLOOR ACCORDINGLY. 18. CONTRACTOR TO PROVIDE PAPER FACED INSULATION FOR ALL EXTERIOR WALLS. PROVIDE TYVEK VAPOR BARRIER ON ALL EXTERIOR WALLS. 19. ALL WALLAND CEILING GYPSUM BOARD TO BE SMOOTH FINISH COATING. REFER TO FINISH SCHEDULE FOR SHEEN. 20. PROVIDE WASHER AND DRYER HOOKUPS IN ALL UNITS AS REQUIRED TO MEET OR EXCEED APPLICABLE CODES. 21, DWELLING UNIT SEPARATION WALLS OF APARTMENT UNITS SHALL BE MIN. ONE HOUR FIRE RATED CONSTRUCTION. 22. PROVIDE WOOD BLOCKING SUPPORT AS REQUIRED, INCLUDING, BUT NOT LIMITED TO: ALL LOCATIONS FOR GRAB BARS IN ALL UNITS AND AT ALL STAIR RAILS, SUPPORT FOR SHEATHING EDGES NOT ON FRAMING, KITCHEN WALL CABINETS ON ALL FLOORS, AND AT TV WALL LOCATIONS. 23. PROVIDE R-13 (3 %') MIN. ACOUSTIC BATT INSULATION IN ALL DWELLING UNIT SEPARATION WALLS. IN CEILINGS PROVIDE R-13 (3'/z') MIN. ACOUSTIC BATT INSULATION AT LOCATIONS WHERE OCCUPIED SPACE ABOVE HAS A HARD FLOOR SURFACE. PROVIDE R-19 (5 1/2") MIN. PAPER FACED THERMAL BATT INSULATION IN EXTERIOR WALLS. PROVIDE R-30 (9') MIN. IN CEILING ABOVE GARAGES. PROVIDE R-38 (11") MIN. IN CEILING BELOW ROOF AREAS. 24. ALL LIVING UNITS SHALL BE CONSTRUCTED TO COMPLY WITH OBC ADAPTABLE UNIT TYPE "B" REQUIREMENTS, UNLESS DESIGNATED ADA ACCESSIBLE UNIT TYPE "A" IN UNITS LOCATIONS SHOWN. 25. PROVIDE CONTROL JOINTS IN CORRIDOR GYPSUM BOARD CEILING 30 FEET O.C. WITH RESILIENT CHANNELS, TYPICAL. 26. STRUCTURAL MEMBERS SUPPORTING MORE THAN ONE FLOOR SHALL BE INDIVIDUALLY PROTECTED BYA ONE -HOUR FIRE RESISTANCE RATED ASSEMBLY. GENERAL NOTES - ACCESSIBILITY ALL DWELLING UNITS SHALL COMPLY W ITH THE FOLLOWING: 1. THE HEIGHT OF THE WATER CLOSET SHALL BE AT LEAST 15" AND NO MORE THAN 19" MEASURED TO THE TOP OF THE TOILET SEAT. 2. THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A BRAG BAR OR HANDRAIL SHALL BE 1-1/4" TO 1-1/2". 3. THE STRUCTURAL STRENGTH OF GRAB BARS, BATH TUB SEATS FASTENERS AND MOUNTING DEVICES SHALL MEET THE FOLLOWING SPECIFICATIONS 3.1. BENDING STRESS IN A GRAB BAR OR SEAT INDUCES BY THE MAXIMUM BENDING MOMENT FROM THE APPLICATION OF 250 _BF SHALL BE LESS THAN THE ALLOWABLE STRESS OF THE MATERIAL OF THE GRAB BAR OR SEAT. 3.2. SHEAR STRESS INDUCED IN A GRAB BAR OR SEAT BY THE APPLICATION OF 250 LBF SHALL BE LESS THAN THE ALLOWABLE SHEAR STRESS FOR THE MATERIAL OF THE GRAB BAR OR SHEAR. IF THE CONNECTION BETWEEN THE GRAB BAR AND ITS MOUNTING BRACKET OR OTHER SUPPORT IS CONSIDERED TO BE FULLY RESTRAINED, THEN DIRECT AND TORSIONAL SHEAR STRESSES SHALL BE TOTALED FOR THE COMBINED SHEAR STRESS, WHICH SHALL NOT EXCEEDED THE ALLOWABLE SHEAR STRESS. 3.3. SHEAR FORCE INDUCED IN A FASTENER OR MOUNTING DEVICE FROM THE APPLICATION OF 250 LBF SHALL BE LESS THAN THE ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR MOUNTING DEVICE OR THE SUPPORTING STRUCTURE, WHICHEVER IS THE SMALLER ALLOWABLE LOAD. 3.4. TENSILE FORCE INDUCED IN A FASTENER BY A DIRECT TENSION FORCE OF 250 LBF PLUS THE MAXIMUM MOMENT FROM THE APPLICATION OF 250 LBF SHALL BE LESS THAN THE ALLOWABLE WITHDRAWAL AND THE SUPPORTING STRUCTURE. 3.5. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. ILAN WOOLPEPT 1RLRITELTYREjNGIREEmRGjGEWPATILL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 Si L in J •� J �A K rVn V I � c lY 0 O a M E0 0 �r NM U cCo c co € mre U m �U Q Issuances: Prom. No.: 074904 Date: 10/12/18 A Sheet Name: UNIT PLANS RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Cannel ',"Io DATE: 10/31/19 UNIT 1133-A1 - ONE BEDROOM • TYPE A CCAI F- 1/d"- 1'11" Fit M rly� 2 3 4 5 6 7 s s m K 2 U Q rn a m O rn r m of E E c U W O a a BATHROOM ACCESSORY SCHEDULE NO. DESCRIPTION BA1 GENEVA-24"TOWEL BAR BA2 GENEVA-DOUBLE ROBE HOOK BA3 GENEVA-TOWEL RING BA4 GENEVA -TP HOLDER SAS CURVED SHOWER ROD PEDANT LIGHTS CENTERED OVER ISLAND. COORDINATE WITH ELECTRICAL DRAWINGS GRANITE COUNTERTOP PNTD. 1/2" x 7-1/4" WD. TRIM 110 11/2" ELECTRICAL RECEPTACLE _ PNTD. 1/2" x 5-1/2" WD. TRIM PNTD. GYP. BD. _ 6'-21/40(FINISH) _ a�KITCHEN ISLAND ELEVATION A3401 SCALE: 3/8" = V-0" BEVELED GLASS MIRROR PAINTED WOOD TRIM NOTES: A. PROVIDE BLOCKING IN WALL FOR MIRROR B. BASIS OF DESIGN; MAJESTIC MIRROR 24" x 48" DARK CHOCOLATE WITH 3" FRAME WITH SQUARE/SMOOTH FINISH BIGIASS 3'-4" AFF QMIRROR ELEVATION A3401 SCALE: 3141,= 1'-0" r-z• LL ¢ 1'-1" MINIMUM b PAINTED 1x WOOD CONTINUOUS 1x4 CLOSET SHELF PAINTED WOOD CLEAT 1"DIAMTER NUTMEG - COLORED STAINED WOOD CLOTHES PROVIDE IN- HANGERROD WALL BLOCKING 3/4"111ICKWOOD INTERMEDIATE BRACE WITH 1x4 CLEAT FOR----------i SHELF AND ROD AT CENTER 13 CLOTHES ROD / SHELF DETAIL A3403 SCALE: 3" = V-0" RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Carmel DATE: 10/31/19 NOTES: A. PROVIDE BLOCKING WALL FOR SHELVE£ NOTES: A. PROVIDE BLOCKING FOR SHELVING UNIT. SHELVES & ROD CLOTHES ROD WOOD SHELF ADJUSTABLE PAINTED 1x SHELVES PAINTED 12" DI WD. SHELVING BASE AT SHELI MATCH WALL E 1z CLOSET ELEVATION M 401 SCALE: 3/8" = 1'-0" FED ix12 WOOD VING ON 1x3 FED WOOD TS TYPICAL UNIT LINEN CLOSET DETAIL SCALt: 1/2" = 1'-U GRANITE COUNTERTOP SHOWER F WD BLOCK WALL AT B ENDSFOR PENDANT LIGHTS CENTERED OVER ISLANDCENTS -COORDINATE WITH ELECTRICAL DRAWINGS 2'-81/4" ,-16 3/4" � �a/ ��i�IS �sib 3 KITCHEN ISLAND ELEVATION A3-401 SCALE: 3/8" = 1'-0" SHOWERROD WD. BLOCKING FOR FUTURE GRAB BAR INSTALLATION �1 BATHROOM ELEVATION A3401 SCALE: 318" = 1'-01, I I NOTES: A. PROVIDE BLOCKING IN WALL FOR SHELVES a h FACE OF WALL PER -,Ij, `l PLANS A cm POLISHEO GRANITE SLAB PLAN FACE OF WALL PER FACE OF WALL PER PLANS PLANS 3cm POLISHED GRANITE SLAB 3cm POLISHED GRANITE SLAB 1"1. PAINTED 5/8" e GYPSUM BOARD ON 6" WOOD STUDS AT 16" N ON CENTER BASE TO MATCH Is WALLBASE 11 ELEVATION "A" ELEVATION "B" 11 TYPICAL UNIT PURSE SHELF DETAILS J SCALE: 3141,= 1'-0" HEADER -SEE STRUCTURAL. FINISH CEILING WI(1)LAYER SIT TYPE C GYP. BD SCONCE -SEE ELEC. DWGS. ADDRESS PLATE 1s TYPICAL UNIT ENTRY ELEVATION A3403 SCALE: 1/211=14-0" 4'� PEDANT LIGHTS CENTEREC OVER ISLAND. COORDINATE WITH ELECTRICAL DRAWINGS 6'-4" JE ANITE SINKUNTERTOP 1 112" p" 0c/ CTRICAL DWEPTACLE \ / E CABINET SE DOOR 3'-0" 2'-0" 1' -1" FRONT /z1 KITCHEN ISLAND ELEVATION A3� SCALE: 3/8" = V-0" r-5" ..r-5. FRAMED MIRROR - SEE DETAIL 8/A3403 LIGHT FIXTURE SEE ELECT. DWGS WD. BLOCKING FOR FUTURE GRAB BAR II BA3 INSTALLATION iI BA1 I I. .7 -0".1'-2 BMI � \ 11 •. 1 6" 3 0If BATHROOM ELEVATION - SINGLE VANITY bUALt: 31t5' = l'il 2cm POLISHED GRANITE BACKSPLASH FINISHED BOX PANEL SUPPLIED BY CABINET SUPPLIER 3cm POLISHED GRANITE SLAB 1x4 WOOD APRON 2x3 BLOCKING ry FILLER AS REQ'D RECEPTACLES PE ELECTRICAL DRAWINGS (TYP.) GRANITE COUNTE AND 4" BACKSPU 1 1'-6" 1 2'-6" 1 2'-6" 2'-6" 3'-0" KITCHEN ELEVATION SCALE: 3/8" = 1'-U' 3"..1'-3" l'-3" LIGHT FIXTURE - SEE ELECTRICAL DWGS FRAMED MIRROR -SEE DETAIL 8/A3-403 WD. BLOCKING FOR FUTURE nBAi GRAB BAR INSTALLATION )I BA3) BA3 b fO rSM e e e e 1'-6" - 2'-6" - 2' BATHROOM ELEVATION - DOUBLE VANITY bUALt: 31b" = l'-U' 3' - 0" UNLESS ONTED OTHERWISE " 2cm POLISHED GRANITE BACKSPLASH r 3cm POLISHED I GRANITE SLAB I r POLISHED HOLE 1 2 1/2" DIAMETER ix4 WOOD APRON BY CABINET SUPPLIER SUPPLIED BY ix2FLOOR CLEAT - CABINET ANCHOREDTO SUPPLIER FLOOR (�Joo `, TYPICAL UNIT DESK ELEVATIONS J SCALE: 314" = 1'-0" �J n 15 TYPICAL UNIT ENTRY PLAN DETAIL A3102 SCALE: 1/211=14-0" FOR RANGE ER ELECTRICAL GS !x8 BLOCKING =LUSH WI FACE OF STUDS RECEPTACLE AND kV/TV OUTLET 30XES s BLOCKING FOR TV BRACKET SCALE: 318" = 1'-0" 3 518' STUD OR 7 5/8" CMU WALL BRACKET w M K OO ­ w FIRE EXTINGUISHER x m IX Ot¢O CONTROL 'WO FIRE Ir ¢ Zoo o 3— EXTINGUISHER O ¢ w LL XmO ;—Wow ;-Wow WIZZ O Ox¢O WALL x z¢ _jSq� i e LL0 O"O U FLOOR LL � FN _ j Zw0 V+ O m Wxz zmLL ¢ O u O WALL BRACKET SECTION Q U FIRE EXTINGUISHER CABINETS NOTES: q^ A. SEMI -RECESSED B. PREFINISHED 20-GA COLD -ROLLED 2 65/128" STEEL C. PROVIDE GLASS BREAK CABINET SECTION D. WALL BRACKETS & FIRE EXTINGUISHERS PER SPECIFICATIONS E. PROVIDE APPROPRIATELY RATED FIRE EXTINGUISHER CABINET IN RATED WALUASSEMBLIES TYPICAL FIRE EXTINGUISHER CABINET & BRACKET 1a MOUNTING DETAILS SCALE: 3/4" = 1'-0" SAN WOOLPEPT ARCRITECTYREj14GIREERIRGjGE08PATILL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E D C B A� 0 •� J W IU K 0 IY C] � O � o c m CU m o 0 M €m my 0C G€ 0 U M LJ0 0 G U Issuances: Prom. No.: 074904 Date: 10/12/18 A Sheet Name: INTERIOR ELEVATIONS AND DETAILS Fit 15 [IRA 1 2 1 3 4 1 5 M CI Eli W t BATHROOM ACCESSORY SCHEDULE NO. DESCRIPTION BAI GENEVA-24"TOWEL BAR BA2 GENEVA-DOUBLE ROBE HOOK BA3 GENEVA-TOWEL RING BA4 GENEVA -TP HOLDER BA5 CURVED SHOWER ROD RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Carmel DATE: 10/31/19 PENDANT LIGHTS CENTERED OVER ISLAND - COORDINATE WITH ELECTRICAL 3'-3" DRAWINGS W114"" RANITE COUNTERTOP ELECTRICAL RECEPTACLE 1 1/2in RACK BASE CABINET PNTD. 1/2" X 7-114" W D. TRIM WOOD BASE a \ TYPE A KITCHEN ISLAND A3402 SCALE: 3/8" = 1'-0" 1 1/2" 6'-5 1/4"IF IN ISH) PENDANT LIGHTS A�CENTERED OVER ISLAND - COORDINATE WITH ELECTRICAL DRAWINGS RANITE fPNTD. OUNTERTOP D. 1/2" x 7-1/4" 11 TRIM ELECTRICAL RECEPTACLE 1/2"x 5-1/2" TRIM PNTD.GYP.BD. 3-" TYPE A KITCHEN ISLAND A 402 SCALE: 318" = 1'-0" MEN T LIGHTS CENTERED OVER IS - COORDINATE WITH ELECTRICAL DRAWINGS 6• - 7. PHT♦` SINK COUNTERTOP 1 1/2" 1 1/2" SUPPORT PANEL 0 Oo 0 DW 3'- 0" 2'- V 1'- 1" (REMOVEABLE) 11/2•SUPPORT PANEL 6'-4• y1 1/2" FALSE DOOR FRONT CABINET z TYPE A KITCHEN ISLAND A 402 SCALE: 3/8" = V-0" It" TYPE A VANITY SECTION A3 404 SCALE: 318" = 1'-0" 12'-11R" i \ i 1/2" FILLER-. 3'- 0" 26" 2'- 6" 2'- 6" ', 1' 6" i RECEPTACLES PER \o \o / ELECTRICAL SWITCH FOR RANGE o/ o/ DRAWINGS(TYP.) HOOD PER ELECTRICAL DRAWINGS - _ ➢➢ _] RANGE HOOD GRANITE COUNTERTOP 50n-- AND 4" BACKSPLASH u —_ \ COUNTERTOP REF MICROWAVE 2 6 2 6 2 6 1 6 "kk kkk 11"/kk2"SUPPORT REMOVEABLE PANEL 1 ',.., TYPE A KITCHEN ELEVATION A3402 SCALE: 3/8" = 1'-0" 1'-5" 1'-5" LIGHT FIXTURE -SEE ELECTRICAL DWGS rTa��+� FRAMED MIRROR- Y'T \ SEE DETAIL B/A3-403 WD. BLOCKING FOR FUTURE GRAB BAR INSTALLATION BA1 BA4 � e(OPEN) n w 1•-6" 1•-6" I,FT 2'-6" BA3 TYPE A BATH ELEVATION An SINGLE VANITY J ALtz: W6 = T--U W O U L P E R T ARCHITECTURE ENINEEx NO I GOES PAT IAL 7635 Interactive Way Suite 100 C Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 17 E D E CI 0 \W _ rl E U � C J '— J W �^, a--L U o � a a I c> € my cv Eo c � `€ a m =� Q Issuances: RW nENCRI"ON DATE 0 Issued For Building 3 Revies 10/12/18 1 Issued For Building 3 Permit 06/10/19 Prom. No.: 074904 Date: 10112/1 S A Sheet Name: INTERIOR ELEVATIONS AND DETAILS - TYPE A Fit MIMAI 2 3 W 9 0 7 I W R REMOVE EXISTING RATE INFILL CONSTRUCTION OPENING WITH ELEVATC MANUFACTURER c1 ELEVATOR PIT PLAN cz 3A STAIR PLAN AN GARAGE SCALE: 1/41,=1'-0" A3�100 SCALE: 1/41,=1'-0" RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Cannel DATE: 10/31/19 (a) 3A STAIR PLAN AN FLOOR 01 A3101 SCALE: 1/41,=1'-0" A3 l 34 D r 42" H. C RAIL t E (Da) 3B STAIR PLAN AN FLR 01 A 101 SCALE: 114" = 1'-01, Aa 3A STAIR PLAN AN FLOOR 02 102 SCALE: 1/4" = V-0" K D5 3B STAIR PLAN AN FLR 02 A3�102 SCALE: 1/4" = 1'-0" R w 3B STAIR PLAN AN FLR 03 A3103 SCALE: 114" = 1'-01, As 3A STAIR PLAN AN FLOOR 03 A 103 SCALE: 1/4" = 1'-01, a D8 3B STAIR PLAN AN FLR 04 A3�104 SCALE: 114" = 1'-01, A3 412 As 3A STAIR PLAN AN FLOOR 04 A3�104 SCALE: 1/4" = 1'-01, Al Q-412 WOOLPENIT ARCHITECTURE Ex iNEEx NOIGOES PAT IAL 7635 Interactive Way Suite 100 C Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 07 0q L M in 10 Mf�j A� E CIL E U � W � +-L rVn V I � c lY (] O o c � � m Cu CIO m EW Q my c o C co € U �U Q Issuances: nEV miscmPTmx DATE 0 Issued For Building 3 Reviea 10/12/18 1 Issued For Building 3 Permit 06/10/19 Prom. No.: 074904 Date: 10/12/18 Sheet Name: ENLARGED STAIR AND ELEVATOR PLANS A3=411 1 1 2 I 3 I 4 I 5 I 6 I 7 I 8 1 9 R tr 2 U At m rn c a m a 0 m a C E E c U 2 � a a RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and meal Codes City of Cannel '"lei DATE: 10/31/19 N Parapet 901'-71/4" V — S Parapet � 897' - 7 1/4" V — — ROOFTRUSSGS � 892EA8 1N8�JF1 — —-71/4" — —- arapet V arapet � 71/4"ROOF95'-4" RUSSS JR , 1N/8I Floor/1 3' -- 7 n 3/4�1 Floor - 11-7/0--Ill Floor 02 n asz' - a" STIR Podium 846E - 8" 00 Garage Surface Il 833E - 8" V 2" CONCRETE WASH NEW METAL PAN STAIR IN EXISTING 2-HR RATED CMU ENCLOSURE 3113 STAIR SECTION SCALE: 1/4" = 1'-0" B7 3B STAIR SECTION J(:ALt: 1/4" = l'-U N Parapet mir, 901' - 7 1/4" �ffl S Para et 897' - 7 1/4" ROOF . 8955E - 4" • ROOF TRUSS _ BEARING .�-�� 892E - 88 1/8" _ Floor 04 js 883' - 7 3/4" 70 m � y o � o N � Y y m Floor 03 872E - 11 7/8" a Ir E e rc N y C O tp O N m C �y CO COasz'-4" Floor 02 .� • a 52 � o _UU V1 UU rn O 0 N m x o y Fr FFE - 01 Podium .. 847'7'-4" .� • _ TR Podium —S w iu w 846E 8" a WOULPERT ARCHITECTURE Ex iNEEx NOIGOES PAT IAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 so E n� W D E Down _0 n� W E U � C J J W � s 0 I m 00 C 0 mo my � U � o On cv C o c U € m «' m B �U Issuances: wev oescmwnox mns 0 Issued For Building 3 Reviea 10/12/18 1 Issued For Building 3 Permit 06/10/19 Prom. No.: 074904 Date: 10/12/18 A Sheet Name: STAIR SECTIONS Al 3A STAIR SECTION A3411 SCALE: 1/4" = 1'-0" 6L' I A3=412 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 fi K U Q m rn c m a a m of E c U 2 � O G_ i GUIILN NEW CMU SHAFT — NORMALLY CLOSED HOISTWAV VENT, MIN. 3 SF NET FREE AREA - SEE MECH. DRAWINGS. SEE ELEC. DRAWINGS FOR SMOKE DETECTORS OF PRIMARY POWER AND MANUAL OVERRIDE CONTROLS TAPERED INSULATION ROOF - SEE STRUCTURAL DRAWINGS _ N Parapet 901' - 7 1 /4" SAFETY BEAMS - SEE STRUCTURAL DRAWINGS AND ELEVATOR MANUFACTURER SPECS S Parapet 897"-71/4" V _ROOF n 895' - 4" V ROOFTRUSS BEARING 892' - 8 1 /8" a, z 0 ELEVATOR LADDER RETURN STEEL PLATE TO WALL 0 7X1/2" STEEL PLATE SIDE RAILS F.F.E. - FIRST 100'-0" C 3X3.5 RUNG @ 12" O.C. 3"XB"X3/8" BENT PLATE, WELD TO LADDER FLAT PLATE, BOLT TO WALL WITH 3/8" EXPANSION ANCHORS L3"X4"X3/8" BOLTED TO CONCRETE SLAB PIT BOTTOM J SCALE: 1/2" = 1'-0" ELEVATOR DOOR FRAME BEYOND FIOOf 04 ELEVATOR DOOR V 883' - 7 3/4" REINFORCED CONCRETE FLOOR, SEE STRUCTURAL UNDERSLABVAPOR RETARDER (SELF - ADHERING WATERPROOFING MEMBRANE) REINFORCED CONCRETE WALLA ND FOUNDATION,-'.a=� EXTEND WATERPROOFING 1'-0" BEYOND PIT REFER TO STRUCTURAL WALL ALL SIDES AND OVERLAP UNDERSLAB DRAWINGS INGS MEMBRANE MIN. 6" to o Flor 0 872' - 7/8" PROTECTION BOARD OVER WATER . p PROOFING MEMBRANE @ PIT WALLS, TYP. KEYED JOINT IN CONCRETE FOUNDATION WITH CAST IN PROVIDE •6 PLACE WATERSTOP WATERPROOFING AT ALL SIDES OF ELEVATOR ....I PIT WALLS AND FOUNDATION Floor N 862' - 4" FIFE 01 Podium n 847" - 4" V STIR Podium O - 8" EXISTING GARAGE / STRUCTURE) EXISTING CMU SHAFT `REMOVE EXISTING RATED CONSTRUCTION AT OPENING IN PREPARATION FOR ELEVATOR DOOR 00 Garage Surface 833' - W, V �9 2" WASH, TYP. V .I Bit ELEVATOR SECTION A3� SCALE: 1/4" = V-0" REINFORCED CMU BOND BEAM, SEE STRUCTURAL ELEVATOR DOOR LJ FRAME,GROUTED SOLID FI EVATOR DOOR RELEASED FDR CDNSTRUCiIDN Subject to compliance with all regulations of State and local Codes !AD City of Carried '1"11 DATE: 10/31/19 ROUT CELL )LID, REFER TO RUCTURAL RAW INGS Dl:i•91l� EVATOR )OR FRAME, ROUTED SOLID EVATOR DOOR Az ELEVATOR JAMB SCALE: 1 1/2" = V-0" D3 ELEVATOR SILL DETAIL SCALE: 1 1/2" = 1'-0" a NOTE: THE AUTOMATIC DOOR REOPENING DEVICE IS ACTIVATED IF AN OBJECT PASSES THROUGH EITHER LINE A OR LINE B. LINE A AND LINE B REPRESENT THE VERTICAL LOCATIONS OF THE DOOR REOPENING DEVICE NOT REQUIRING CONTACT. Bs ELEVATOR ENTRANCE i SCALE: 1/4" = 1'-0" NOTE: - COORDINATE SUMP DISCHARGE WITH PLUMBING DRAWINGS SPLIT -BULB WATERSTOP - TYP. AT POUR JOINTS BOTTOM OF ELEVATOR PIT PITCH FLOOR SHEET MEMBRANE WATERPROOFING TOWARD SUMP FLUSH MOUNTED SOLID 3W METAL COVER 3 PLATE W / 2"x2"x3/8" ANGLE FRAME - ALL 2'.0' MATERIAL GALVANIZED. PROVIDE OPENINGS FOR PIPES AND ELECTRICAL CONNECTION AS READ. CONCRETE BOTTOM SEE STRUCTURAL FOR SIZES OF FOOTINGS 8 FOUNDATION WALLS SUMP PIT DETAIL SCALE: 12" = 1'-U II 1 1/4" NOMINAL DIA. STEEL PIPE HANDRAIL, PAINTED J I LINE OF WALL r J BEYOND STAIR STEPS BEYOND / I SHOWN DASHED r J I 3/4" GVPCRETE(TYPICAL) ON r------J �// 3/4" OSB ROUGH FLOOR ON i FLOOR FRAMING Ii PROVIDE GVPCRETE DAM AT J �i LANDING II 11/2"THICK WOOD G\ TREAD WOOD FRAMING - \ 11" REFER TO STRUCTURAL DWGS. VINYL BASE AT LANDING AND TREADS (TYP.) 5/8" GYPSUM WALLBOARD FIRE RESIST. WOOD STRINGER REF. TO STRUCTURE STAIR TO LANDING DETAIL SCALE: 1 1/2" = 1'-O" CARPETED STAIR TREAD CARPETED RISER m r w ON 3/4' PLYWOOD ¢ RISER (TYP.) WOOD STRINGER i STAIR LSHOWN i BEYONi DASHE I i CONT.i r DRYWMETAL BEAD i i STAIR TO LANDING DETAIL SCALE: 1 1/2" = V-0" STAIR DOOR FRAME BEYOND BASE AS SCHEDULED 2x FRAMING - REFER TO STRUCTURAL DWGS. 5/8" GYPSUM WALLBOARD FIRE RESIST. CARPETED STAIR TREAD CARPET ON 3/4" PLYWOOD RISER (TYP.) 1 1/2" THICK WOOD TREAD 3'4" GVPCRETE (TYPICAL) ON 3/4" OSB ROUGH FLOOR ON FLOOR FRAMING RUBBERTREADS AT (TYP.) DING AND TREADS (TYP.) WOOD FRAMING - REFER TO STRUCTURAL DWGS. VPSUM WALLBOARD FIRE RESIST 3/4" GVPCRETE (TYPICAL) ON 314" OSB ROUGH FLOOR ON FLOOR FRAMING STAIR TO CORRIDOR WALL DETAIL RCAI P. 1 1 /9" = 1 V1" 11 11/2"THICK WOOD TREAD O 3/4"PLYWOOD F RISER (TYP.) w HyX wm¢ BASE AS WOOD STRINGER u-« SCHEDULED � 5/8" GYPSUM WALLBOARD FIRE RESIST. Zx4 PT W OOD KICKER ANCHOR TO CONC. STAIR TO CONC. SLAB DETAIL SCALE: 1 1/2" = 1'-0" BATT INSULATION LANDING @ WALL SCALE: 1 1/2" = 1'-0" (2) LAVERS 5/8" F.R. GYP BD. TO PROVIDE 2- WALL ASSEMBLY STAIRS OFFSET FRAMING 1/8" TO ALIGN FINISH GYP. BD. CORRIDOR TYP, STAIR WALL OFFSET RCAI F- 3" = 1'-A" BASE AS SCHEDULED 3/4" GVPCRETE (TYPIC ON uu"nec R01 IrH FLOOR ON FLOOR FRAMING WOOD FRAMING - REFER TO STRUCTURAL DWGS. 5/8" GYPSUM WALLBOARD FIRE RESIST. STAIR STEPS BEYOND CONT. DRYWALL METAL r I� II JI _J STAIR GUARDRAIL DETAIL SGALI=: 1 1/2" = 1'-0 1 LAVER FIRE- 2,- 3/4" ,- RATED GYP. BD. 1 1/4" NOMINAL DIA. STEEL PIPE HANDRAIL, PAINTED SET SCREWS METAL WALL BRACKET ANCHOR BRACKETS AT 48' O.C. ATTACH W/ 2 3/8" DIA. SCREWS (MIN.). 2x BLOCKING TYP. WALL BRACKET RCAI P. 3" = 1'_11" 5/8" F.R. GYP. BD SOUND BATT INSULATION 3'ilTUE7In4= ADDITIONAL STUD AS REQUIRED 1/2" GYP. BD. FIRE BLOCKING AT 10' MAX HORIZ. AND VERT. 5/8" F.R. GYP. BD. ON 1/2" RESILIENT CHANNELS AT 24" O.C. NOM. 1 1/4" DIA PAINTED PIPE RAIL. PROVIDE 1/2" DIAM. BALUSTERS AT 4" ON CENTER MAX. WALLBOARD CARPETED RISERS OVER 3(4" PLYWOOD RISERS S. CARPETED STAIR �2 TREAD OVER 1 1/2" WOOD TREADS 5M" TYPE'X' GWB WOOD STRINGERS, REF. STRUCTURE TREAD/RISER DETAIL SCALE: 1 1/2" = 1'-0" WOULPENIT ARCHITECTURE ENANEEANOIGOESPATIAL 7635 Interactive Way Suite 100 C Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E V� W D Own _0 W W C J J �A of sC= rV/L�, C v c Cr _o O c N 0 <li N o 0 C) €m NV � U � c ' o C U m 3 € mrr B �U Q Issuances: Prom. No.: 074904 Date: 10/12/18 A Sheet Name: ELEVATOR SECTION, ELEVATOR DETAILS AND STAIR DETAILS Fit 155 [K? 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 R STOREFRONT SYSTEM W/- INSULATED GLASS, REFER TO SHEET A3-602 FOR DETAILS SEALANT AND BACKER ROI OSB WALL SHEATHING, — REFER TO STRUCTURAL DRAWINGS WEATHER BARRIER — BRICK VENEER, REFER TO ELEVATIONS FOR COLOR 2x10 P.T. WOOD FRAMING ii7 Pl:n 111vPpU19:0 S I12 M MASONRY UNIT SILL I T-671 91 PLAN DETAIL .qcAl F- 1 11911= rn" SEALANT AT DISIMILAR MATERIALS 518" TYPE X GYPSUM BOARD DOUBLE 2X FRAMING AT JAMB BATT INSULATION, R-19 2'- 3 5/8" 5/8" TYPE X GYPSUM BOARD A 2X8 FRAMING I 18.8 6/8"-TYPE X GYPSUM DOUBLE 2X it FRAMING AT JAMB h 4" HAI 1' - 10" q^ < 1'-4 C 7" 10. AND BACKER STOREFRONT SYSTEM W/ INSULATED GLASS, REFER TO SHEET A3-602 FOR DETAILS -SEALANT AND BACKER ROD ' IATHING, MASONRYVENEERUNIT--- WEATHER BARRIER SEALANTSMATERIALS-----— ------ BATT INSULATION, R-19—MINIMUM OBE WALL REFER TO STRUCTURAL DRAWINGS 3/4• BRICK VENEER, REFER TO ELEVATIONS FOR COLOR 3'-311/16" 22.1 Az PLAN DETAIL A3.101 SCALE: 11/2"=1'-0" RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Cannel DATE: 10/31/19 BRICK VENEER, ELEVATIONS FO MASONRY UNIT 10 3/4" 3' PLAN DETAIL .qcAl F- 1 1 n" = 1'-n" PLAN DETAIL 5CALL: 1 1/2" = 1'-U 10 BATT INSULATION, R-19 MINIMUM m SEAL ANT ATDISIMILAR MATERIALS o — — 1' - 10" 4 1/2" m" 7" FURRING AS REQUIRED. MAXIMUM 2" AIR SPACE AT BRICK ;D e m SURE TREATED WOOD - ANT AND BACKER ROD THER BARRIER P.T. WOOD FRAMING VENEER, REFER TO ,TIONS FOR COLOR )NRY UNIT SILL :iwla] 20.3 Y 5/8" TYPE X GYPSUM 7 1/2" ALUM. STOREFRONT BOARD SEALANT AT DISIMILAI MATERIALS DOUBLE 2X FRAMING AT JAMB SEALANT AND BACKER TROD SEALANTAND BACKER ROD - - s- loses" OSB WALL SHEATHING, aO REFER TO STRUCTURAL < DRAWINGS 4'- 11 5/16 5 1/2" BRICK VENEER, REFER TO ELEVATIONS FOR COLOR PLAN DETAIL C(:AI F- 1 119" = 11n" FIBER CEMENT SMOO1 SIDING WITH REVEALS PRESSURE TREATED W OOI 7 1/2" STOREFRONT SEE PLANS FOR 21.4 As PLAN DETAIL A3�101 SCALE: 1 1/2" = 1'-0" e BRICK WATER TABLE BELOW 8 718" 1X4 PRESSURE TREATED FURRING OSB WALL SHEATHING, REFER TO STRUCTURAL DRAWINGS I FIBER CEMENT SMOOTH — SIDING WITH REVEALS —WEATHER BARRIER 4X4PRESSURE TREATED — FURRING SEALANT AND BACKER ROE STOREFRONT SYSTEM W/ - - - - - - _ _INSULATED GLASS, REFER TO SHEET A3-602 FOR DETAILS 2 HOUR RATED SEALANT AT DISIMILAR MATERIALS 8" CMU, SEE PLANS FOR PARTITION TYPE -- ------------ SEALANT AT DISIMILAR i MATERIALS AS PLAN DETAIL A3101 SCALE: 1 1/2" = 1'-0" SYSTEM W/ INSULATED GLASS,REFER TO SHEET A2-603 FOR DETAILS JT AND BACKER ROD =R BARRIER 5/8" TYPE X GYPSUM BOARD OSB WALL SHEATHING, REFER TO STRUCTURAL DRAWINGS BATT INSULATION, R-19 MINIMUM WEATHER BARRIER 1X4 PRESSURE TREATED FURRING HOUR RATED WOULPEaT ARCHITECTURE Ex iNEEx NO I GOES PAT IAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 so E Mf�j W D E CIL \W\ W E U C _J _J �AA +-L K rVn V I c 00 c 0 ill E 0 €0 Ono W `cm cv o c >— � N N U € 6 LLJ C U Q Issuances: wev Descmenox Deis 0 Issued For Building 3 Review 10/12/18 1 Issued For Building 3Permit INW10/19 Prom. No.: 074904 Date: 10/12/18 A Sheet Name: PLAN DETAILS A3=501 1 2 3 0 5 0 7 SEALANT AND BACK BATT IN: MINIMUI 5/8"-TYP - m VINYL DOOR AND �! FRAMING SEALANT AND PLAN DETAIL SCALE: 1 1/2" = 1'-0" ELEVATIONS IFOR COLOR Y 22.1 PLAN DETAIL SCALE: 1 1/2" = 1'-0" n11 PLAN DETAIL \A3.1113/ SCALE: 11/2"=1'-0" RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Cannel ',"ID DATE: 10/31/19 188 188 Y 47/16" P- 9" 3' 18" MAXIMUM 2" AIR SPACE AT BRICK �5/8" TYPE X GYPSUM BOARD- - - - - - - PLAN DETAIL SCALE: 1 1 /2" = 1'-0" 21.4 Y INSULATION, R-19 7UM YPE X GYPSUM tD YPE X GYPSUM :D YPE X GYPSUM ;D 2X8 WOOD STUD I /� FRAMING WEATHER BRICK VENEER, REFER TOE ELEVATIONS FOR COLOR OSB WALL SHEATHING, REFER TO STRUCTURAL DRAWINGS SEALANT AND BACKER ROD EIFS WITH METALLIC FINISH, SEE SHEET A3-315 BATT INSULATION, R-19------ MINIMUM t5/8"-TYPE X GYPSUM Fs PLAN DETAIL A3-102 SCALE: 11/2"=1'-0" Y 16.7 VINYL DOOR AND FRAMING '.KER RODBATT INSULATION, R-19 �� SEALANT AND BACKER ROD iING, MINIMUM fNGP WEATHER BARRIER R 5/8"-TYPE X GYPSUM BOARD RECESSED BRICK, REFER R-19 /\ — TO ELEVATIONS FOR COLOR (M.9�— OSB WALL SHEATHING, / REFER TO STRUCTURAL n DRAWINGS n Y 22.1 PLAN DETAIL A3103i SCALE: 1 112" = 1'-0" BRICK VENEER, REFER TO ELEVATIONS FOR COLOR WEATHER BARRIER OSB WALL SHEATHING, REFER TO STRUCTURAL DRAWINGS BATT INSULATION, R-19 MINIMUM 5a SEALANT AND BACKER PLAN DETAIL SCALE: 1 1/2" = 1'-0" VINYL WINDOW, AS SCHEDULED 5/80 TYPE X GYPSUM BOARD BATT INSULATION, RJ19 MINIMUM VINYL PATIO DOOR UNIT. SEE SCHEDULE REFER TO STRUCTURAL DRAWINGS WEATHER BARRIER 18.8 SEALANT BRICK VENEER, REFER TO ELEVATIONS FOR COLOR PLAN DETAIL SCALE: 1 112" = 1'-0" 18.8 %Af W®®LPERT ARCHITECTURE Ex iNEEx NOIGOES PAT iAL 7635 Interactive Way Suite 100 C Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 oil �a V WILL HAVE REFER TO ID STRUCTURAL B HING, TURAL =R EFER TO COLOR ILL t�1 W E Own E U � J•� J W � +-L U m 0 a c (U I..L o CIO E NM �r U c cv o c € U awwwwwa m «m �U Q Issuances: wev DEscmenox Dnis 0 Issued For Building 3 Reviev 10/12/18 1 Issued For Building 3Permit 06/10/19 Prom. No.: 074904 Date: 10/12/18 Sheet Name: PLAN DETAILS Fit 1+41y� 1 2 3 0 5 0 7 Z 9 %a# R (M 2}— - I I I I I I I I II I I I I I I D32 I I II I I I II I I I II I I II I I D32 II I I I II I I I I I I II JULIETTEI BALCONY TYPE B. SEE DETTILA2/A3-521 I I I 7 I I 6 I I I I I 3-31 I I I I I I I I 22.1 22.4 22.6 22.22.8 D1 ENLARGED PLAN An FOURTH FLOOR A3�104 SCALE: MIA = 1'-0" SFF LV44\ Fr1P I I I I I 21'- 10 1/8" r5 1/2" - I WIP R21'-q, R 19' 9 314• 1718 ph` FNz' 0 za W I / I I \ m I a I I \ II I - - - - — - - - - - r - M.2 - -� I I � SF9 \ I I I SFB I III / I I (M.9�— — C � N.1-------- -- - As - - C� 3.31 22.1 22.4 22.6 22.22.8 RELEASED FOR CONSTRUCTION Subject to compliance with all regulations ENLARGED PLAN - FIRST FLOOR of State and Local Codes City of Camlel SCALE: 3/8" = t'-0" DATE: 10/31/19 WP I I I I I w+>raya• I I I I I II I I I I I I I II I I I I I I I I I I I SEE A1FOR , LAYOUTT NOTE NOTES / PLAN CUT AT 12'-0" A.F.F. -------------- — - — - — - — - - — - — - — — — �/ A3 3-31 I I II (M.8) i - - - -- - - - I I II I (M.9� — — — — —— - -�------- - - r�-- N.1 —----------------- ------------ --------r� — — AS 3 31 22.1 22.4 22.6 22.22.8 Da ENLARGED PLAN An FOURTH FLOOR JGALt: 3/S" = 1'-0' I I I I I I I I I I I I I II 21'-101/8" 1 iR" v I I I WP I R21'-4" R 19' 9 314" I I I I I I/ I 17/8{ o / I - - - - -III- - - - - --- \ II � II JULIETTE BALCONY TYPE B. \ \/ / 4VP DETAIL A2/A3i521 I / I I i (M.9� - - — N.1 - - -e -1 -fi- — 3.31 I I I I I 22.11 22.4 22.61 22.22.8 Aa ENLARGED PLAN = SECOND FLOOR A3-102 SCALE: 3/8" = 1'-0" 4 D7 ENLARGED PLAN An ROOF A3�105 SCALE: MIA = 1'-0" I I I I I WP Ilil R 19' 9 3✓4„ I � I BELOW SEEA1/A3-\ FOR LAYOUT NOTES \ I I \ \ D32 I I II JULIETTE BALCONY TYPE B. SEE DETAIL A2/A31521 D32 I I I I I II (M 9�— C N.1 1 -- - - - As 31 I I I I 22.1 22.4 22.61 22.22.8 �`A7 ENLARGED PLAN - THIRD FLOOR A3-103 SCALE: 3/8" = 1'-0" Y IM Sit Ill V t. in WOULPEaT ARCHITECTURE IENIxEExxOIOEOSOATIA. 7635 Interactive Way Suite 100 Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 a--+ E CIL 0 ^W E •� J rVn V ) Q O O a'> I..L " W 0 CIO ou my � o c >— N N C.)€ m «' m �U Q Issuances: wev oescmenox mns 0 Issued For Building 3 Review 10/12/18 1 Issued For Building 3 Permit 06/10/19 Prom. No.: 074904 Date: 10/12/18 A Sheet Name: ENLARGED PLAN DETAILS A3=503 2 3 5 0 7 x 3" EXTERIOR INSULATION FINISH SYSTEM WOOD NAILER (SEE NOTES) CONTINUOUS BEAD OF SEALANT EPDM MEMBRANE FRY REGLET BONDING ADHESIVE CANT STRIP EPDM TERM BAR HD OR HD PLUS SEAM PLATE POSITIONED ROOF HATCH, 16 SF MINIMUM 1PE MIN. BEYOND TOE OF CANT FASTENER AND HD REGLET SNAP LOCK TPO FLASHING OR HD PLUS SEAM PLATE AT STRIP IS NOT REQUIRED. 12" O.C. MAX. (SEE NOTES) -- SOLID WOOD BLOCKING WALL CURB 3" SINGLE -PLY QUICKPRIME PRIMER FLUID APPLIED AIR BARRIER TPO ROOFING QUICKSEAM 6" QUICKSEAM FLASHING AS PART OF THE EIFS SPLICE TAPE SYSTEM (SHOWN DASHED) SEE RCP FOR ROOF IN ILLATION AS SPECIFIED —. LADDER LOCATION FASTENER AND SEAM PLATE w 2 LAVERS FIR r— O U GYPSUM BOARD I EPDM FLASHING MEMBRANE °� w ROOF FRAMING, SEE _ PROTECTION BOARD STRUCTURAL I CUT EDGE SEALANT o . EPDM FIELD MEMBRANE rc 1/2" RESILIENT a CHANNEL = SUBSTRATE 1 LAVER 5/8" FIR GYPSUM BOARD 6" MAX. D1 ROOF HATCH DETAIL A3.105 eSCALE: 11/2"=1'-0" EPDM REINFORCED CURB CORNER SIZES SIZE OF FINISHED CURB 7" 12" x 12" 1 " 24" x 24" 19" 36" x 36" 25" 48" x 48" 37" 72" x 72" 31" 60" x 60" iND WELD AT JOINING LAP CURB FLASHING (TYP.) :RTICAL T-JOINT COVER - TYP. EPDM CUSTOM CURB FLASHING IgJ11 ky,1ky,I4ky,IA „JT EDGE SEALANT ROOF CURB FLASHING DETAIL SCALE: 1" = 1'-0" STRAINER BASKET COMPRESSION RING 12" 1" MAX. o� EPDM MEMBRANE EPDM BONDING ADHESIVE (ADHERED SYSTEMS ONLY) INSULATION SUBSTRATE MIN. CONTINUOUS BEAD OF WATERBLOCK RELEASED FOR CONSTRUCTION F DRAIN DETAIL Subject to compliance with all regulations 31, -1-0 of State and Local Codes City of Carmel DATE: 10/31/19 NOTES: 1. REFER TO MFR. WEBSITE FOR MOST 3. IN CASE OF OBSTRUCTION REFER TO BASE CURRENT INFORMATION. 2. MAXIMUM 6" LONG FASTENERS. 4. REFER TO QUICKSEAM LAYOUT DETAIL (NOTE: WOOD BLOCKING MAY BE SUBSTITUTED QUICKSEAM REP STRIP LAYOUT. FOR INSULATION TO REDUCE FASTENER LENGTH REQUIREMENT). -Da UNIT -DETAIL AT PARAPET/WALL SCALE: 6" - V-0" CONTINUOUS BEAD OF WATERBLOCK FLASHING DETAIL SCALE: 3" = 1'-0" FIELD FABRICATED MTL HOOD BY OTHERS (OPTIONAL). FASTNER SEAM PLATE @ 12" O.C. MAX. PRE-MOLDEDEPDM — PIPE FLASHING 2" MIN. WELDED SPLICE WALL/CURB (MASONRY/ CONCRETE SUBSTRATE ONLY) CONTINUOUS BEAD OF HIGH GRADE SEALANT APPROPRIATE FASTENER 12" O.C. MAX. CONTINUOUS BEAD OF SEALANT TERMINATION BAR APPROPRIATE FASTENER 12" O.C. MAX. METAL COUNTERFLASHING, 3" MIN FACE EPDM MEMBRANE CURB FLASHING BONDING ADHESIVE USE APPROPRIATE BASE TIE-IN PIPE PENETRATION DETAIL SCALE: 3" = 11-0 CONTINUOUS BEAD OF AP SEALANT OR HIGH GRADE SEALANT CONTINUOUS BEAD OF ULTRAPLY EPDM SEALANT STAINLESS STEEL CLAMPING RING EPDM BONDING ADHESIVE (ADHERED SYSTEM ONLY) EPDM MEMBRANE INSULATION SUBSTRATE D7 FLASHING DETAIL SCALE: 3" - 1'-0" 1-1/4" HOT DIPPED GALVANIZED ROOF NAILS @ 12" O.C. MAX. WOOD NAILER — INSULATED METAL CURB INSULATION FASTENER 12" O.C. MAX.W/EPDM SEALANT WOOD NAILER ROOF CURB DETAIL SCALE: 3" = 1'-U" FIELD FABRICATED MTL HOOD BY OTHERS (OPTIONAL). FASTNER SEAM PLATE @ 12" O.C. MAX. PRE -MOLDED EPDM PIPE FLASHING WELDED SPLICE -e R.T.U. EPDM 18" CURB FLASHING OR MEMBRANE EPDM BONDING ADHESIVE CONTINUOUS BEAD OF WATERBLOCK WELDED SPLICE EPDM MEMBRANE 4" TO 8" PIPE PENETRATION DETAIL SCALE: 3" = 1'-0" EPDM BONDING ADHESIVE INSULATION SUBSTRATE CONTINUOUS BEAD OF EPDM SEALANT STAINLESS STEEL CLAMPING RING EPDM BONDING ADHESIVE (ADHERED SYSTEM ONLY) EPDM MEMBRANE INSULATION SUBSTRATE WOULPEPT ARCHITECTURE Ex ,NEEx NOIGOES PAT ,AL 7635 Interactive Way Suite 100 C Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 oil �q L�] Ito ■7 n� W CLin n_0 W n> W E U � J•� J W a--L of VJ03 03 I O O a Q I..L (� € t0 W my U c cv o c CID G€ m U m = U Q Issuances: eav DEscmmaw DATE 0 Issued For Building 3 Reviea 10/12/18 1 Issued For Building 3 Permit 06/10/19 Prom. No.: 074904 Date: 10/12/18 Sheet Name: ROOF DETAILS Fit 111417.4 1 1 2 3 4 5 6 7 8 s NAILABLE BLOCKING AT TOP OF PARAPET CONTINUE ROOFING UPAND OVER PARAPET ATTIC VENTILATION LOUVER - REFER TO ROOF PLAN FOR REQUIREMENTS EXTERIOR GYPSUM BOARD — SHEATHING OR OSB SHEATHING 60 MIL EPDM FULLY ADHERED ROOFING MEMBRANE SLOPE WOOD ROOF TRUSSES, - REFER TO STRUCTURAL DRAWINGS ASSEMBLY TYPE 03, ILL DESIGN DESIGN P-522 CHANNEL 5/8"-TYPE X GYPSUM MEMBRANE. 1/8" MINIMUM AI'-APA RATED OSB SUBFLOORING ASSEMBLY TYPE 01, ILL DESIGN L-546 BATT INSULATION, R-19— MINIMUM Y"-METAL RESILIENT CHANNEL 5/8"-TYPE X GYPSUM BOARD— 8" 5' - 0" TRUE 2'-29/16" V-51/2". 2 V-13/4" �2" THICK FRIEZE —2" 4"WIDE BRACKETS V-0" 1 V-13/8" T-0" 6" 1 6" 1 1 9 5/8" �2 318" RELEASED FOR CONSTRUCTION :CTION DETAIL 4LE: 3/4" = 1'-0" Subject to compliance with all regulations of State and local Codes City of Carmel DATE: 10/31/19 8" DIAMETER x r-0" CYLINDER 2'-10 9/16" to 4" WIDE BRACKETS 8" DIAMETER x r-0" `r CYLINDER to —2" THICK RIM N Parapet oU 901'- 7 1/4" V —8"WIDE PURLIN S Parappet � 897' - 7 1/�1 ROOF n 895' - 4" 1 ROOF TRUSS BEARING 892' - 8 1/ Floor 04 n 883'- 7 3/4" 1 (M 9� — N.1 2OD t X 1'-0" IN KETS ZE, BEYOND X 2'-0" THICK KETS X Z-0" PLAN DETAIL SCALE: 314" = 1'-U N N.1 2'-0" 1/4" V-23/4" 6" NAILABLE BLOCKING AT TOP OF PARAPET PRE -FINISHED METAL _ S Parapet � — 897'-71/4" V 6" 6" o — DECORATIVE EXTERIOR TRIM ROOF TRUSS BEARING 892' - 8 1/8" �l — Floor 04 883' - 7 3/ CORBELLED BRICK, REFER TO ELEVATIONS FOR COLOR CORBELLED BRICK, F TO ELEVATIONS FOR DECORATIVE EXTERIOR TRIM 1' r SECTION DETAIL SCALE: 1 112" = 1'-0" MASONRY UNIT SILL PRE -FINISHED METAL COPING CAP ^" EXTERIOR TRIM _ROOF n 895S' - 4" ;ROOF TRUSS ca ELEVATION DETAIL A&201 SCALE: 11/2"=1'-0" UNIT SILL CORBELLED BRICK, REFER TO ELEVATIONS FOR COLOR CORBELLED BRICK, REFER TO ELEVATIONS FOR COLOR DECORATIVE EXTERIOR TRIM A3 ELEVATION DETAIL A5 SECTION DETAIL As ELEVATION DETAIL A3103 SCALE: 3/4" = 1'-0" A&103 SCALE: 3/4" = 1'-0" A3103 SCALE: 3/4" = t'-0" N.1 As SECTION DETAIL A3.505 SCALE: 1 1/2" = 1'-0" 'X CLOSURE TO MIMIC JEL, AT 45 RING 9TIVE BARRIER ER BASE SCREW {0 3/4" %A# W®®LPEPT ARCHITECTURE ENiNEEx NOIGOES PAT iA. 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 E V� W D E nO W E U � c J '— J W of U Q o O CU m 0 C7 €� my cv o c L N N U € N B m �U Q Issuances: nEV n6CNPng1 DATE 0 Issued For Building3 Review 10/12/18 1 Issued For Building 3Permit 06/10/19 Prom. No.: 074904 Date: 10/12/18 A Sheet Name: EXTERIOR TRIM DETAILS A3=505 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 PROVIDE END DAMS AT ALL DISCONTINUOUS ENDS OF FLASHING THRESHOLD SET IN BED OF SEALANT EXTEND AIR AND MOISTURE BARRIE BENEATH THRESHOLD REFE SECI EXTE CON: F1 TYPE B - SECTION DETAIL SCALE: 3" = 1'-0" BP T( D-----_.-- AT OPENING, R TYPE C - PLAN DETAIL METAL FLASHING SET IN BED OF SEALANT 77, 2"x 12" RECTANGULAR BAR 2"x 12" RECTANGULAR BAR 2" x 2" SQUARE TUBE BRICK SILL SOLDIER COURSE WT 9 x 17.5, BEYOND. SEALANT ALL AROUND AT BRICK THRU WALL FLASHING WITH END DAMS BRICK VENEER, REFER TO ELEVATIONS FOR TYPE 191:81 A 191 A [Q [I tlj [] i:7.1:],11 i [1 RFFFR T1 PI FVATInN SCALE: 3" = 1'-0" OPENING 1'-1112" IL 1'-1112" IL 1'-1112" IL 1'-1112" c1 TYPE A - PLAN J SCALE: 1/2" = 1'-0" I I I I ■ill I■ilk 1■lil�i iiili:� w�1111I ■�■16'� I■ I� �1711'�I� 11 NMI I IN IN NNNNNN ■��II■I� —1 RELEASED FOR CONSTRUCTION Subject to compliance with all regulations BALCONY - TYPE A of State and Local Codes 011 City of Calnlel �Vrt1�\Bw�IjpP� DATE: 10/31/19 I2" DIAMETER RAIL X 1/2" RECTANGULAR IR SQUARE (LUSTERS F11 03 n -lo r V X 8" TRIM BR BA T( D____ AT OPENING, T)P, F3 TYPE B - PLAN DETAIL SCALE: 3" = 1'-0" '+BLEB ABOVE 32 BAR, ABOVE 2 TUBE T 9x17.5, By WIDE :PLANT AT SIMILARMATERIALS aICK VENEER, REFER ) ELEVATIONS FOR PE EFER TO W41 :CTIONS FOR MRIOR WALL )NSTRUCTON 1" DIAMETER THRESHOLD SET BALUSTER DIAMETERPOST, IN BED OF SEALANT OTRI (e M TF 1" DAMETER POST, BEYOND EXTEND AIRARR By MOISTURE BARRIER LONG LONG BENEATH THRESHOLD JILANT AT SIMILAR MATERIALS 3 CK VENEER, REFER 2" X 8" TUBE )ELEVATIONSFOR PE — BRICK ROWLOCK SILL X 6 BLOCKING 9FER TO WALL jSEIN eCTICNB FOR (TERIOR WALL JNSTRUCTION REFER TO WALL THRU WALL FLASHING SECTION FOR WITH END DAMS EXTERIOR WALL CONSTRUCTION — WT 9X17.5, BEYOND. SEALANT ALL AROUND AT BRICK BRICK VENEER, REFER TO ELEVATIONS FOR TYPE AIR AND MOISTURE BARRIER TYPE C - SECTION DETAIL SCALE: 3" = 1'-0 THRESHOLD SET IN BED OF SEALANT EXTENDAIRAND — MOISTURE BARRIER BENEATH THRESHOLD REFER TO WALL SECTION FOR EXTERIOR WALL CONSTRUCTION METAL FLASHING SET IN BED OF SEALANT r22m x 1/2" RECTANGULAR BAR " x 1/2" RECTANGULAR BAR 2' x 2" SQUARE TUBE T 6 3/8- -_=_:'. iF°' WT 9 x 17.5, BEYOND. -- - SEALANTALLAROUND AT BRICK \ 2" DRAINABLE EIFS SYSTEM PER MANUF'R. REFER TO ELEVA. FOR PE AIR AND MOISTURE BARRIER F6 TYPE B - SECTION DETAIL A3311 SCALE: 3" = 1'-0" THRESHOLD SET IN BED OF SEALANT EXTENDAIRAND — MOISTURE BARRIER BENEATH THRESHOLD REFERTOWALL SECTION FOR EXTERIOR WALL CONSTRUCTION TYPE C AN SECTION DETAIL SCALE: 3" = 1'-0" 1" DIAMETER BALUSTER 1" DIAMETER POST, BEYOND SEALASNEEDED WOOD BLOCKING AS NECESSARY CLEATFASTENER IA IA@1III aW-IMAIId[� — — — JI —_ CONTINUOUS HOLD-DOWN CLEAT BRICKVENEER, REFER TO ELEVATIONS FOR TYPE AIR AND MOISTURE BARRIER �_—� �■ �'� \\\\�® 1� III 1�I III : • - w ■— -; MINEINNIN EM ■ --■—iil�IlE�■II��IA--I■�■�■Iliiiil■�i�i�■ill■II —:■� OEM I ■III■■III �1■■S �I■—■ —■III—■�I■11 � :1�11�■III IIIIIIIIIII�1_� 01■�■■III �■�I■II I-- ■— �— :1—��■l��li ��■�■I ICI■�■�■Ills ■�■ 11—III �� �Illilllllllllllllllllllllllllllllllll■ �r �I� rill �� ■ ■■ i 1�1'E_ �INNIS ���■ 1�1� �I■�■ i ��_ II Ti■— I I �1�����1I I �������■�� I I1 mill I I NI —������, JULIETTE E SCALE: 1/2" = 1'-0" - TYPE B REFER TO A7 8 D4 / A3-503 FOR PLAN FO FO c3 TYPE C - PLAN J SCALE: 1/2" = 1'-0" 41L ILLY Floor 04 n LINE TYP. A3 JULIETTE E SCALE: 1/21, = 1'-0" - TYPE C )ST TERS ED M %A/ WOULPEPT ARCHITECTURE IENINEEx NOIGOES PAT A. 7635 Interactive Way Suite 100 C Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 ■i E A� D E Own _0 ` n>3) W E U � c J '— J W of s= U 03 10 o I..L E mo Q coE I n, my cv o c U � E B L Issuances: Prom. No.: 074904 Date: 10/12/18 A Sheet Name: BALCONY DETAILS A3=521 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 \>! f DOOR SCHEDULE -Bldg 3 TYPE MARK Description DOOR FIRE RATING FRAME SILL REMARKS TYPE WIDTH HEIGHT THICKNESS MATERIAL COLOR TYPE MATERIAL DETAILS HEAD JAMB D01 Residential Unit - Entry A 3'-0" 6'-8" 13/4" WOOD 20 MIN F1 WOOD 1 2 3 D02 Residential Unit- Bedroom, Bath, WIC A 2'-10" 6'-8" 13/8" WOOD F1 WOOD 1 2 3 D03 Residential Unit -Closet, Mach A 2'-6" 6'-8" 13/8" WOOD Ft WOOD 1 2 3 D04 Residential Unit - Barn Sliding A T-O' 6'-8" 13/8" WOOD F1 WOOD 4 5 6 D05 Residential Unit - Closet A 2'-0" 6'-8" 13/8" WOOD F1 WOOD 1 2 3 D06 Residential Unit- Mach, Accessible A 3'-0" 6'-8" 13/8" WOOD F1 WOOD 1 2 3 D07 Residential Unit -W/D(Laundry) E 3'-0" 6'-8" 13/8" WOOD FI WOOD 1 2 3 D08 Residential Unit - Barn Sliding A 4'-0" 6'-8" 13/8" WOOD FI WOOD 4 5 6 D31 Residential Unit- Sliding Door (Double) D B'-0' B'-0' PER MFG VINYL VINYL 11 12 D32 Residential Unit- Sliding Docr(Dcuble, Curved Wall) D 6'- On 8'-0" PER MFG VINYL VINYL 11 12 D50 Storefront- tat Floor(Exterior) F 6'-O" 8'-0" 13/4" ALUM SF2 ALUM 13 14 D51 Stoma- Curved Wadi (Exterior) F 5'-7 8'-0' 13/4" ALUM SF9 ALUM 13 14 D52 Stairs w/Vision (19 Floor) B 3'-0" T-0" 13/4" WOOD 90 MIN F1 WOOD 7 8 D53 Stars w/ Vision (2nd, 3rd&4th Roor) B 3'-O" 6'-8" 13/4" WOOD 90 MIN F1 WOOD 7 8 D54 Trash Rmm(1st Floor) A 3'-O' T -O' 13/4" H.M. 90 MIN F2 H.M. 9 10 D55 Janitors Closet(2nd, 3rd8, 4th Floor) A 3-T 6'-8" 13/4" WOOD F1 WOOD 7 8 D56 Storefront- tat Floor Stairwell (Exterior) G 2'-91/4" 8'-0" 13/4" ALUM SF10 ALUM 113 114 NOTE: SEE STOREFRONT DETAILS FOR MORE INFORMATION REGARDING STOREFRONT DOORS. FRAME TYPES REFER TO REFER TO REFER TO CH$ EDULE_. �� 2^ SCH�. EDULE,l..2^ 7 SCHEDULE p^ < J W W O O O w w w U U U h m w O O O H I- I- Y w W W LL W ¢ rc rcW F1-WOOD F2-H.M. F3-H.M. DOOR TYPES TD =FULLYTEMPERED REFER TO REFER TO REFER TO SCHEDULE SCHEDULE SCHEDULE REFERTO SCHEDULE I I 6" W LJ W % W W iIN FIRE RATED W W y y GLASS FULLY y y O O TEMPERED O O f • (100 SO. IN. W W MAX)WIRE W W W UL W GLASS NOT W W or r[ PERMITTED rc O T T %FIXED ACTIVE W/ VISION PANEL W/ FULL GLAZING SLIDING PATIO DOOR W/ FULL GLAZING A B C D REFERTO SCHEDULE WOOD FRAME BARN DOOR HOLLOW METAL FRAME (Interior ADA at LAUNDRY) (Interior Stairwell) PARTITION AS PARTION AS SCHEDULED SCHEDULED HEADER;REF. PARTITION AS - SPACER' HEADER PER STRUCTURAL SCHEDULED; HEADER REF - — PARTITION AS STRUCTURALREF. FLOOD PLAN STRUCTURAL SCHEDULED DOORCASIN iM^SHIM GOOF CASIN ROLLER ASSEMBLY l CAULK PERIMETER SCHDOOEDUL WOODVENEER SPLIT JAMB DOOR OS GYP BOARD HOLLOW METAL SCHEDULE BEYOND FRAME (PAINTED) DOORPER SCHED. ,1 INTERIOR DOOR HEAD /el WALL MTD TRACK HEAD n INTERIOR HEAD DBL.STUDS PARTITION AS JAMB SCHEDULED; DBL STUDS PARTITION AS REF. FLOOR PLAN @JAMB SCHEDULED; DOORCASING 7M^SHIM REF. FLOOR PLAN DOOR CASING DOORAS DOORAS GYP BOARD JAMB SCHEDULED WOODVENEER SCHEDULED SPLIT JAMB INTERIOR DOOR JAMB n WALL MTD TRACK JAMB u 1 1/2" = 1'-0" `l 1 1/2" = 1'-0" DOOR AS JAMB BEYOND SCHEDULED FINISH FLOOR JAS SCHEDULED 4) INTERIOR DOOR SILL 1 1/2" = 1'-0" 1 .A .A .A .A RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and meal Codes City of Cannel DATE: 10/31/19 JAMB BEYOND DOORAS FINISH FLOOR SCHEDULED ASSCHEDULED WALL MTD TRACK SILL 1 112" = 1'-0" DOORPERSCHED. PARTITIONS AS SCHEDULED DOUBLE STUDS @ JAMBS HOLLOW METAL FRAME n INTERIOR JAMB CLOSET DOOR E REFER TO SCHEDULE I REFER TO SCHEDULE w w O w w � i U U N 0 O � � O r � LL W W ' w L'J to T STOREFRONT DOOR STOREFRONT DOOR PAIR SINGLE F G HOLLOW METAL FRAME At( CMU) 58' FIRECODE GYP BD CMU BOND BEAM REFER TO STRUCTURAL DRAWINGS PARTITION AS SCHEDULED CORNERBEAD J-MOLDING CAULK ALL AROUND BOTH SIDES SHIM H.M. FRAME, GROUT FILLED GYP BD JAMB BEYOND H.M. DOOR AS SCHEDULED H.M. FRAME AT CMU HEAD 1 1/2" = 1'-0" 40CMU CORNERBEAD !MOLDING1/8" WIDE CAULK JOINT SHIM H.M. FRAME, GROUT FILLED H.M. DOOR AS SCHEDULED CAULK ALL AROUND WALL AS SCHEDULED H.M. FRAME AT CMU JAMB 1 1/2" = 1'-0" SLIDING DOOR (At Brick) (Similar At Swinging Doors BBICKSOLMER COURSE HEADER •� 1X4NOMINAL - HEADER PER STRUCT. BLOCKING '/ 964EC. GYP. BD. GALV. 30X30X 3116' SPACER STEEL ANGLE LINTEL WOOD TRIM RETURN THRU WALL FLASHING WI 114' WEEPS AT 370.C. 1R'WIDE CAULK JT. CONTINUOUS 114' JOINT SEALANT (TYP.) WOOD TRIM JAMB BEYOND BRICK (BEYOND) SLIDING DOOR AS SCHED. SLIDING DOOR HEAD CZa BRICK 1 1/2" = 1'-0" 631101:1a19d6101M,Uif iF f i' PROVIDE END DAMS AT ALL DISCONTINUOUS ENDS OF FLASHING SLIDING DOOR (At EIFS) (Similar At Swinging Doors EIFS HEADER BHT �f F_ AIR&VAPOR BARRIER HEADER PER STRUCT. AS SPECIFIED —5'8' FIRECODE GYP. BD. - 5/8'FC. GYP. BD. MASONRY HEADER UNIT EXTERIOR SHEATHING HEADER PER SPACER THRU WALL FLASHING WI STRUCTURAL WOOD TRIM END DAMS & 1I4' WEEPS 7X8 NOMINAL WOOD BLOCKING RETURN AT 37 O.C. THRU WALL FLASHING WI CORNERBEAD 1144 WEEPS AT 370.C. LINTEL -SEE STRUCT �� 718'WIDE CAULK JNT. 7I80WIDE CAULK JT. DWOS i CONTINUOUS 114'JOINT CONTINUOUS 114' JOINT SEALANTWIBACKER WOODTRIM SEALANT WI BACKER RO !� ALUMINUM STOREFRONT ROD(TYP.) JAMBBEYOND ASSEMBLY SLIDING DOOR 1140 SHIM EIFS (BEYOND) AS SCHED. MASONRY(BEYOND) n STOREFRONT AT MASONRY VENEER HEAD n SLIDING DOOR HEAD A EIFS CORNERBEAD DOUBLE STUDS@ JAMBS tre' WIDE CAULK JNT. CELLULOSE INSULATION 114'SHIM FACE BRICKVENEER EXTERIOR SHEATHING CONTINUOUS 114' 1X4 NOMINAL JOINT SEALANT WI MASONRY RETURN 17 BLOCKING BACKER ROD(TYP.) AIR & VAPOR BARRIER AIR & VAPOR BARRIER AS SPECIFIED OVER AS SPECIFIED SHEATHING ALUMINUM STOREFRONT CELLULOSE MASONRY VENEERUNIT ASSEMBLY INSULATION G DOOR AS SCHED. 7E.R'NER TRIM RETURN CONT. 114' JOINT WI SEALANT 5'8' FIRECODE GYP. BD. BEAD OVERBACKERROD IDE CAULKJOINT n SLIDING DOOR JAMB @ BRICK /.-a1 STOREFRONT AT MASONRY VENEER JAMB LJ 1 1/2" = 1' -0" LJ 1 1/2" = 1'-0" BRICK EIFS CONTINUOUS 1/4' JOINT SEALANT WI BACKERROD(TYP.) AIR & VAPOR BARRIER AS SPECIFIED OVER SHEATHING CELLULOSE INSULATION SLIDING DOOR AS SCHED. WOOD TRIM RETURN 51E" FIRECODE GYP. BD. CORNER BEAD 1re"WIDE CAULKJOINT n SLIDING DOOR JAMB @ EIFS U 1 1/2" = 1'-0" ASSCHED. LLD SET IN EIFS SEALANT In RIGID "�••`""•`" INSULATION77 5112 CONCRETE SLAB 8INCH SLAB ON GRADE 2112' RIGID INSULATOOt CONTINOUS UNDER EXISTING SLAB GARAGE FOUNDATION - STOREFRONT DOOR ON SLAB WOOD TRIM BEYOND )LNG DOOR AS SCHED. —THRESHOLD SET IN SEALANT FLOOR FINISH AS SCHEDULED �SLIDI NG DOOR SILL 0) EIFS DOOR SILL 0) EIFS G F E D C Elm A WOOLPEPT ARCRITECTUREjENCINEERINCICWAATIM 7635 Interactive Way Suite 100 Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 W E OL _0 W U J•� J K y_r � E n rU V / c K o O c 0 Ii (� Eo � U0 'v E c oc L — acim w E U 000 Q Issuances: Prom. No.: 074904 Date: 10/12/18 Sheet Name: DOOR SCHEDULE AND DETAILS A3=601 1 I 2 I 3 I 4 I 5 I 6 I 7 8 I 9 o] K U At Q M m a m 0 rn tz 00 of E c U 2 O a a �7r 0IrAr �-2Ir.7 11Jr11111F 58' -1 9/16" 8 5/16 2'- B" Z - 8" 3'- 8" T 0 3/4" 6'- 2 1/2" T - 0 3/4" T - B" T - 0 3/4" 6'- 2 1/2" T- 0 3/4" 3'-IV ,. 2'- 9 3/8 2'- 9 3/8 2'- 9 3(8 3'- 8" V a T- 1 1/4" T- 1 1/4' T- 1 1/4" T- 1 1/4' b D5D D5o L/ O O O O T O O T O T O C T O SF6 STOREFRONT TYPES SCALE: 1/4" = 1'-0" NOTE: SEE DOOR SCHEDULE FOR MORE INFORMATION REGARDING DOORS. PROVIDE END DAMS ATOLL DISCONTINUOUS ENDS OF FLASHING BRICK BRICKSOLDIER COURSE, UNLESS SHOWN OTHERWISE ON ELEVATIONS AIR AND MOISTURE BARRIER CAVITY DRAINAGE MATERIAL SHEATHING PER STRUCT. DWGS. 518" GVMSUM BOARD HEADER -BEE STRUCTURAL END DAM FLASHING BEYOND MASONRY VENTS C. 24"O.C. VINYL WINDOW THROUGH WALL LASHING STEEL LINTEL- SEE STRUCTURAL PAINT WHERE EXPOSED SEALANT n WINDOW HEAD AT BRICK 1 1/2" = 1'-0" BRICK OR CMU MASONRY - SEE SECT & ELEV 7116"0813SHEATHING AIR AND MOISTURE BARRIER 51T GYMSUM BOARD VINYL J-MOULD I "� 2X FRAMING WISEALANT AT INTERIO MTL FRAME, TYP. SEALANTAND VINYLWINDOWUNIT — _ BACKER ROD n WINDOW JAMB AT BRICK 63/4" ANYLWINDOW EXTEND AIR AND MOISTURE BARRIER BENEATH FRAME SEALANT WOODSILL METAL FLASHING SET IN BED OF SEALANT ROWLOCKSILL THRU WALL FLASHING WITH END DAMS BRK:KORCMU MASONRY -SEE SECT & ELEV AIR AND MOISTURE RELEASED FOR CONSTRUCTION BARRIER ons Subject to compliance with all regulations PER STRUCTURALDWGS. of State and Local Codes City of+ Carmel ` DATE: 10/31/19 AIR AND MOISTURE BARRIER BRICK CAVITVDRAINAGE MATERIAL END DAM FLASHING BEYOND MASONRY VENTS 24"O.C. STEEL LINTEL- SEE 5le'GVMSUM BOARD STRUCTURAL PAINT WHERE EXPOSED HEADER STRUCTURAL THROUGH WALL FLASHING FLASHING AIR AND MOISTURE BARRIER / 7116.OSB SHEATHING VINYL WINDOW 112' X 8" EIFS HEAD DETAIL WEEPSCREED WINDOW HEAD AT EIFS W/ BRICK n ABOVE 1 1/2" = 1'-01, W GYPBOARD 2X FRAMING VINYL WINDOW UNIT UNITMASONRY MULLION AUGNWITH BRICKBELOW 3 WINDOW- UNIT MAN SONRY MULLION 1 112" = 1'- VINYL WINDOW, AS SCHEDULED WINDOW SILL THROUGH WALL FLASHING OSB WALL SHEATHING, REFER TO STRUCTURAL DRAWINGS 5/8"-TYPE X GYPSUM BOARD N.WEATHER BARRIER 1 %" RIBBED EIFS PANEL, ORIENTED AT 45 DEGREES BATT INSULATION, R-19 MINIMUM n WINDOW SILLAT METAL PANEL 6'- 1 15/16" \ 2 1/2" T- 0 3 4" 2'- 1 1/8" m EST\\ T- 1 1/4" T- 1 1/4" C) O (V D50 > < TO TO L(�) T i T SF8 EIFS AIR AND MOISTURE BARRIER 7re.OSB SHEATHING 5I8" GVMSUM BOARD HEADER -SEE STRUCTURAL If ff�I/ �1ITX8"EIFSHEAD DETAIL WEEP SCREED VINYLWINDOW n WINDOW HEADATEIFS TAEIFS 7116" OSB SHEATHING AIR AND MOISTURE BARRIER 50 GVMSUM BOARD VINYL J-MOULD 2X FRAMING WISEALANT AT INTERIOR MTL. FRAME, TYR SEALANTAND VINYL WINDOW UNIT BACKER ROD n WINDOW JAMB AT EIFS 11 EXTEND FLASHING VINYL WINDOW BENEATH FRAME WOOD SILL METAL DRIP 112"X4"SILL DUAL EIFS AIR AND MOISTURE _ BARRIER 7116" OSB SHEATHING r,l WINDOW SILLAT EIFS 1 112" = 1'-0" V■ Y 6'- 1 15/16" E 0 D51/ T T SF9 PANEL FILL, SIM. TO CB/A3-505 6'- 5" 3'- 3 3/4" 3'- 1 1/4" 4'- 8 9/16" ROUGH OPENING - 7 1/4' 2'- 5 1/4' IN IN IN IN IN IN IN IN IN IN IN IN IN IN IN Aw IN IN IN MEAN AIIIIIIIIIIIIA Aw 8'-2" 1 W" 6'-210 11W" FLOOR LINE D50 SF11 AIR AIN AIR ME AIR ME AIR AIR ME AIR AIN AIR AIN IIIH AIN ME AIN CW1 CURTAIN WALL ELEVATION 6'-0'NOM. WIDTH � 8' r o / 3 to L] Z o - I LA o W1 W2 WINDOW ELEVATION CW2 FLOOR LINE 2'-8"NOM. WIDTH v e rc m O UJ UJ z e O On K N CW3 TO FULLYTEMPERED ■ SPANDREL GLAZING FLOOR LINE NOTE: SEE DOOR SCHEDULE FOR MORE INFORMATION REGARDING DOORS. FLOOR LINE WINDOW SCHEDULE COUNT MARK R.O. TYPE DETAILS HEAD HEIGHT REMARKS WIDTH HEIGHT HEAD I JAMB SILL 6 W1 S-0" 6'-0" 2X 3'xS-NOMuntin 8'-0. 15 W2 8'- 0' S - 11 1/8' 3 X 2'-5' x 6'Casement 8'- 0" 10 W3 N Res Curtain Window W4 T - 0' S . 0" Fixed Interior Window 8. 0' W5 5'-3' 5-11118" 2X2Wx6'Casemenl s.0' %a# WOULPEPT ARCHITECTURE E. i.EEANOIGEESPATiAL 7635 Interactive Way Suite 100 C Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 E V J W Own W W U � C J '— J � of ��AVVVIIJJJ111 U r n m V I c m 00 c o` �M CIOE O M NV � cv Fo c L —_ U— N m U € B m = U Q Issuances: Prom. No.: 074904 Date: 10/12/18 A Sheet Name: WINDOW DETAILS A3=602 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 f I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I 6"Ds 6"Ds (fi400 SF) (6400 SF) I I I I I I I I I i I I I �- �TYP.�---- - T------ S f 1 I I P-661 1 I I IF ST (66000 SF) O IF ST (72400 SF) O FCO FC I I I I I I I I I I I 1 1 I 16" ST (82200 SF)— 1 1 � — ------I - ----- —� ---� — — — — —{-------�-- —{ — 1 FCO 1 INV. 829.59 r T -�- ---T- - -3"WTR I- C —=3"WTR _ — — — — — 3" WTR—I — — — — — — — — — — 3" WTR _ — — — I II I •SAN I 3WT_TIII - J1I — ^ WTR 3"TR ImNw L 9 SS I I I I I I I I 1 ss "� F 1 ? N � N 1 U a l h6 ST(]]4p6SF)- " SAN "SAN SAN SAN SAN ESc4 FCO � "SAN 1 6" ST (3000 SF)� 1 I I I I I I I I 1 I _ I I I 1 TYP. TYP. P-501 P-501 1 I I I ' I 6"DS 3"WTR "F 60DS I 6"DS j L (5500 SF) (5500 SF) 3000 SF) 16"ST(69600SF)— F ' a _—_—_—_— ) —_—_—_ —_ ^ST (5500 SF _—_—_—_ _ _—_— _—_—_—_— _—_ 16" ST (67200 SF), f I I I I I I I I I I 1 f I I I I I I I I I 1 1 ST(78800 SF) I 4" ST I I I I I I INV. 828.93� I I `78"ST (7670005F) I I 2" / ST (4800 I I � I I I P-502 I /FI I --E � -- FCO 6" DS 4" SANS 6" ST (4800 SF) (4800 SF) 8" SAN 8" SAN FCO - -------- s y a r I N z - �s I I - -- — N — --Llj— -� —- — - — - — - - - — �� ---- - - ---� —�—E g CIS 1 (3P00 SF) I 4 DS Z F < w w I S' ST (64200 SF) I I I I II �I I I I I I FCO ^ ST (4000 ' I 1 I I I I I I I T _ I MATCHLINE (4000 SF) -------------- FCO 000 S F) 6"DS ---------------------i- -------------------i- (4- S I I � � � P-105 I I I I I I I I 11 I I I 1 I '16' 16.6� 17 17.61 18 18.61 19 RELEASED FOR CONSTRUCTION Subject to compliance with all regulations ERGROUND PLAN - AREA C of State and Local Codes City of Carmel SH FLOOR ELEVATION = 833' - 8" (833.66') `..., _ DATE: 10/31/19 I -----MATCHLINE-�- P-106 - -- I 19.61 (2400 SF) "SS I II I I I I I I I s� y I III 1=4" ST (2400 SF) -1 - - - - - — - TYP. 601 4" IDS -(2400 SF) 22 I I I I I I 23 24 INV. 833.00 i�� Q DRAWING NOTES 1 PROVIDE STUB FOR FOOTER DRAIN TILE PROVIDED BY THE GENERAL CONTRACTOR. 2 SUMP PUMP DISCHARGE RISING AT WALL. SEE P-200 SERIES DRAWINGS FOR CONTINUATION OF PIPING. 3 PROVIDE STUBS FOR FUTURE BUILDING #4 4 PROVIDE CONNECTION AT MANHOLE. VERIFY INVERT. 5 PROVIDE HEAT TRACING OF FIRE PROTECTION AND DOMESTIC WATER PIPING LOCATED IN ENCLOSURE. KEY PLAN +NORTH WOOLPEPT MCNITECTVREIEWINEELINOIOECYfTGL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E A� D E OL _0 E U C J '— J W � � rn V I c o 0 of c — L ^ o my U m � � o m C 9 O C � LoE B U U =� Dlssuances: Prom. No.: 074904 Date: 02/22/18 A Sheet Name: GARAGE UNDERGROUND PLUMBING PLAN - AREA C P=103 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 1 9 r m J a U 111 d rn m m U a 0 rn v C E 3 C U a O a` � m I 16 16.6 17 17.6 18 18.6 19 19.6 20 20.6 21 RELEASED FOR CONSTRUCTION Subject to compliance with all regulations =RGROUND PLAN - AREA F O DRAWING NOTES 1 PROVIDE STUB FOR FOOTER DRAIN TILE PROVIDED BY THE GENERAL CONTRACTOR. 2 SUMP PUMP DISCHARGE RISING AT WALL. SEE P-200 SERIES DRAWINGS FOR CONTINUATION OF PIPING. KEY PLAN +NORTH WOOLPEPT MCNITECTNREIENGINEERINGIGEGYfTIGL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E � J W D E OL n_0 W n� - W E U � c J '— y--L W � � m F VJ of 0 €� U m � � o m i 2 C O a L L N N B U (3 O Issuances: REV DEsM"M CATE 0 Issued for Garage Permit 02/22/18 1 Issued for General Revisions 05/08/18 2 ASI#3 11114/18 Prom. No.: 074904 Date: 02/22/18 A Sheet Name: GARAGE UNDERGROUND PLUMBING PLAN - AREA F --------- - `-.., _ • ' DATE: 10/31/19 P=106 1 2 3 0 9 0 7 e 0 r EQUIPMENT SCHEDULE MARK DESCRIPTION ALARM BELL: POTTER ROEMER # P151208-8", ELECTRIC, 99 IDS SOUND EMISSION, WIRING BY ELECTRICAL CONTRACTOR. AL-1 ET-1 EXPANSION TANK: WATTS # PLT-5 POTABLE WATER 2.1 GALLON TANK (NON ASME) FDG1 FIRE DEPARTMENT CONNECTION: POTTER ROEMER# 5033 TWO WAY, TOP OUTLET,LETTERED"AUTO SPKR STANDPIPE" FDVC-1 FIRE DEPARTMENT VALVE CABINET: POTTER ROEMER# FRC1810 RECESSED, ALUMINUM FRAME, TYPE A DOOR. 21/2"FIRE DEPARTMENT VALVE. FS FLOW SWITCH: POTTER ROEMER, VSR SERIES VANE TYPE WITH RETARD FEATURE REF-1 FIRE RATED REFRIGERATOR WATER VALVE BOX: OATEY OU92, CRIMP PEX CONNECTION, WATER HAMMER ARRESTOR REF-2 REFRIGERATOR WATER VALVE BOX: OATEY#38604, CRIMP PEX CONNECTION, WATER HAMMER ARRESTOR RHYD-1 ROOF HYDRANT: WOODFORD #SRH-MS FREEZLESS ROOF HYDRANT TS TAMPER SWITCH: POTTER ROEMER,#OSYSU SERIES OR EQUIVALENT FOR SUPERVISION OF ALL COMPONENTS WHYD-1 WALL HYDRANT: WOODFORD#B65 WM.2 DOMESTIC WATER METER: NWP SERVICES CORPORATION#1NMT-W4 METER WITH PULSE UNIT, TEHAMN BASIC MDT TRANSMITTER. ANY WIRING FROM INDIVIDUAL METERS TO CENTRAL POINT OF MONITORING SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR WSH-1 FIRE RATED WASHING MACHINE OUTLET BOX: OATEY#38484, CRIMP PEX CONNECTIONS,2"DRAIN, WATER HAMMER ARRESTORS. WSH-2 WASHING MACHINE OUTLET BOX: OATEY#38105, CRIMP PEX CONNECTIONS, 2"DRAIN, WATER HAMMER ARRESTORS. SCHEDULE NOTES: 1. PROVIDE ROUGH -IN. 2. INSTALL ALL"LOOSE"COMPONENTS 3. PROVIDE ALL NECESSARY SUPPLIES, STOPS, TRAPS, DRAINS. 4. MAKE ALL FINAL CONNECTIONS. DRAIN SCHEDULE MANUFACTURER TYPE BODY OUTLET STRAINER/GRATE TOP FINISH ADQFEATURE ZURN/OATEY w y w z a O r z_ ¢¢ w w o h 2 g 0 Q O ¢ �n m O w g 0 0 0 ¢z rc r ❑ w s w m r z_ Y o. o: o W Qom' r 0 z FO W w yj z w U' Y F z S c'J 2 ❑ m m U W< LL❑ W Q O W Q N Q U Q W N F O W N g 2 Q U Z z U N F U J p X W 2 MARK CATALOG NOS. ii o: U W] 1' S Q U U Z m W 7 W❑ 7 Q m LL W N m m 41 Q LL❑ LL Z Q N Q LL❑ N Q m F- owl FD-1 OATEY 43569 ■ ■ 2" ■ 4" ■ ■ 2 DSG7 OVERFLOW DRAIN OUTLET COVERZ199 DC ■ ■ ■ 1 RDA ROOF DRAIN Z107-W2 ■ ■ 4" ■ 15" ■ ■ ■ OVERFLOW ROOF DRAIN ■ • 4" ■ 15" ■ ■ ■ OD-1 Z107-W4 NOTES: 1. SIZE AS REQUIRED 2. PROVIDE DRAIN TRAP SEALER, SURE SEAL OR APPROVED EQUAL. GENERAL NOTES (PLUMBING) 1. REFER TO SCHEDULES, DETAILS AND DIAGRAMS FOR PIPING, PIPE SIZES NOT INDICATED ON THE FLOOR PLANS. 2. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL THE PLUMBING SYSTEM AS PER THE STATE PLUMBING CODE AND APPLICABLE LOCAL CODES. 3. CONTRACTOR SHALL NOT SCALE THE CONTRACT DOCUMENTS FOR THE PURPOSE OF OBTAINING FINAL MEASUREMENTS. COORDINATE WITH ARCHITECTURAL PLANS AND ACTUAL FIELD CONDITIONS. 4. PLANS TO BE CONSIDERED DIAGRAMMATIC AND ALONG WITH SPECIFICATIONS, REFLECT A MINIMUM ACCEPTABLE STANDARD. ALL WORK SHALL CONFORM TO THE STATE PLUMBING CODE AND THE AMERICANS WITH DISABILITIES ACT GUIDELINES. 5. PLUMBING CONTRACTOR SHALL SECURE AND PAY FOR ALL FEES AND PERMITS ASSOCIATED WITH HIS PORTION OF THE WORK. 6. PLUMBING CONTRACTOR SHALL COORDINATE ALL ASPECTS OF WORK WITH OTHER TRADES PRIOR TO AND DURING CONSTRUCTION/INSTALLATION. T WHEN A CONFLICT BETWEEN PLANS AND SPECIFICATIONS OR NOTES OCCURS. THE ENGINEER SHALL DECIDE WHICH GOVERNS. GENERALLY, THE MORE RESTRICTIVE, MORE SPECIFIC, OR STRICTER PROVISION SHALL GOVERN. IF ANY DISCREPANCIES ARE DISCOVERED ON THE PLANS OR BETWEEN THE PLANS AND THE SPECIFICATIONS, THE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR AND OBTAIN CLARIFICATION OF THE INTENT FROM THE ENGINEER PRIOR TO CONSTRUCTION OR INSTALLATION OF PROPOSEDIMPROVEMENTS. 8. REFER TO ARCHITECTURAL DRAWINGS AND INTERIOR ELEVATIONS FOR EXACT LOCATIONS, FIXTURE HEIGHTS AND ACCESSIBILITY REQUIREMENTS. 9. PROVIDE CLEANOUTS OR WALL CLEANOUTS WHERE INDICATED ON PLANS. 10. ACCESS PANEL AT KITCHEN ISLAND PROVIDED BY GENERAL CONTRACTOR. 11. ALL PIPING SHALL BE SLOPED AT A MINIMUM OF 1/8" SLOPE. 12. ALL PIPING SHOWN ON FIRST THROUGH FOURTH FLOOR PLANS IS ABOVE CEILING, BELOW FLOOR ABOVE. 13. ACCESS PANEL AT KITCHEN ISLAND FURNISHED BY THE GENERAL CONTRACTOR. ALL OTHER ACCESS PANELS PROVIDED BY THE PLUMBING CONTRACTOR. 14. PIPING RUN ABOVE 4TH FLOOR CEILING SHALL BE RUN BELOW/UNDERSIDE OF ROOF INSULATION. GENERAL NOTES (FIRE PROTECTION 1. FIRE SYSTEM SHALL BE SUPPLIED FROM STANDPIPE STUB PROVIDED IN GARAGE PROJECT. 2, STANDPIPE WILL BE CONSIDERED WET TYPE, SUPPLIED FROM FIRE PUMP. 3. STANDPIPE SYSTEM SHALL BE INTERCONNECTED AND PROVIDED WITH FIRE DEPARTMENT CONNECTION. 4. FLOW AND TAMPER SWITCHES SHALL BE PROVIDED AND INSTALLED BY THE SPRINKLER CONTRACTOR. WIRING CONNECTIONS AND EXTENSION TO MONITORING LOCATIONS SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. 5. FIRE SUPPRESSION CONTRACTOR SHALL FURNISH AND INSTALL SPRINKLER SYSTEMS PER NFPA 13 GUIDELINES WITHIN RETAIL AREAS AND NFPA 13R GUIDELINES IN RESIDENTIAL AREAS, STATE CODES AND LOCAL APPLICABLE CODES AND AMENDMENTS. 6, CONTRACTOR SHALL SECURE AND PAY FOR ALL FEES AND PERMITS ASSOCIATED WITH THEIR PORTION OF THE WORK. 7, CONTRACTOR SHALL COORDINATE ALLASPECTS OF THEIR WORK WITH OTHER TRADES PRIOR TO INSTALLATION / CONSTRUCTION. 8. WORK UNDER THE BUILDING #3 PROJECT SHALL CONSIST OF, BUT NOT LIMITED TO, FURNISHING, INSTALLATION, TESTING, AND WARRANTY OF FIRE SUPPRESSION PIPING INDICATED ON P3 SERIES DRAWINGS. 9. WHEN A CONFLICT BETWEEN PLANS AND SPECIFICATIONS OR NOTES OCCURS, THE ENGINEER SHALL DECIDE WHICH GOVERNS. GENERALLY, THE MORE RESTRICTIVE, MORE SPECIFIC, OR STRICTER PROVISION SHALL GOVERN. IF ANY DISCREPANCIES ARE DISCOVERED ON THE PLANS OR BETWEEN THE PLANS AND THE SPECIFICATIONS, THE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR AND OBTAIN CLARIFICATION OF THE INTENT FROM THE ENGINEER PRIOR TO CONSTRUCTION OR INSTALLATION OF PROPOSEDIMPROVEMENTS. 10. PIPING RUN ABOVE 4TH FLOOR CEILING SHALL BE RUN BELOW/UNDERSIDE OF ROOF INSULATION. RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and meal Codes City of Cara el ',"IUJAN� DATE: 10/31/19 BASE CABINET OFFSET SANITARY FROI LAVATORY IN BASE CAB SHOE SPACE TO BEYON BEAM. APPLIES TO SEC( FLOOR UNITS ONLY. 2 FIXTURE SCHEDULE MARK DESCRIPTION MANUFACTURER MODEL WASTE VENT HW CW SUPPLY/TRIM SUPPLY/STOP WASTE/TRIM TRAP/FIX. DRAIN ADD FEATURES NOTES CLEVELAND FAUCET GROUP MULTI 2"P-TRAP, 42X60 ACRYLIC DROPIN TUB WITH APRON. BTI BATHTUB STERLING S711111120 2" 11/2" 1/2" V2" CFG463DICBNGR INTEGRAL W/ HOUSING DRAIN BRUSHED NICKEL FINISH ON TRIM. CONTRACTOR TO CFG45311 TUB/SHOWER VALVE DIRECT 522334 AND OVERFLOW PROVIDE LEFT OR RIGHT DRAINS PER PLANS. SYMMONS MULTI 2" P-TRAP, TO BE DETERMINED. PRESSURE BALANCE TUB/ BT2 BATHTUB, ACCESSIBLE STERLING 5711111120 2' 11/2" 1/2" 1/2" INTEGRAL W/ HOUSING DRAIN SHOWER VALVE WITH STOPS. HAND HELD SHOWER 2 S-9603-X-PLR-1.5 TUB/SHOWER VALVE DIRECT 522334 AND OVERFLOW WITH 60" HOSE AND MINIMUM 30"SLIDE BAR. CULTURED MARBLE TOP - WHITE POP-UP DRAIN WHITE UNDERMOUNT BOWL FOR CULTURED MARBLE LV1 LAVATORY MULTI HOUSING DIRECT SINGLE 37"x22"-CONTEMPO BS 11/2" 11/4" 1/2" 1/2" CLEVELAND FAUCET GROUP ANGLE SUPPLIES W/ INCL. 1-1/4" P-TRAP VANITY. BRUSHED NICKEL FAUCET WITH CERAMIC DOUBLE 61")22"-CONTEMPO BS CFG4610OBN STOPS WITH FAUCET DISC AND SINGLE LEVER HANDLE. CULTURED MARBLE TOP - WHITE POP-UP DRAIN WHITE UNDERMOUNT BOWL FOR CULTURED MARBLE LV2 LAVATORY, ACCESSIBLE MULTI HOUSING DIRECT SINGLE 37"x22"-CONTEMPO BS 11/2" 11/4" 1/2" 1/2" CLEVELANG FAUCET GROUP ANGLE SUPPLIES W/ INCL.1-1/4"P-TRAP VANITY. BRUSHED NICKEL FAUCET WITH CERAMIC DOUBLE 61"x22"-CONTEMPO BS C46100BN STOPS WITH FAUCET DISC AND ADA APPROVED SINGLE LEVER HANDLE. STOPS AT FAUCET, MAXIMUM 7" DEEP BOWL. MB1 MOP BASIN PROFLO PFMB2424 3" 11/2" 1/2" 1/2" T&S Bross CHECK VALVES ON UNIT 3"P-TRAP ACCESSORIES TO BE DETERMINED. TB0667RGH WATER SUPPLIES 9" DEEP, 18 GAUGE UNDERMOUNT STAINLESS STEEL ANGLE SUPPLIES W/STOPS TO SINGLE BOWL. BRUSHED NICKEL FINISH ON TRIM, SK1 DOUBLE -COMPARTMENT SINK WITH PROFLO PFUC208 2" 11/2" 1/2" 1/2' CLEVELAND FAUCET GROUP SINK. ADDITIONAL SUPPLIES DISPOSER 11/2"PTRAP CERAMIC DISC FAUCET WITH SPRAYER, DISPOSAL IN- 1 DISPOSER CFGCA42519CSL WITH STOPS TO DISPOSER AND STRAINER SINK-ERATOR BADGER I WITH WHIP FOR ELECTRICAL DISHWASHER CONNECTION. DISHWASHER SUPPLY&DRAIN CONNECTIONS. 4 N8" DEEP, 18 GAUGE UNDERMOUNT STAINLESS DOUBLE -COMPARTMENT SINK WITH CLEVELAND FAUCET GROUP ANGLE SUPPLIES W/ STOPS DISPOSER STEEL DOUBLE BOWL WITH TWO DRAIN OUTLETS. SK2 ELKAV ELUHAD311845 2" 1 1/2" 1/2" 1/2" TO SINK. ADDITIONAL BRUSHED NICKEL FINISH ON TRIM, CERAMIC DISC DISPOSER, ACCESSIBLE CFGCA42519CSL SUPPLIES WITH STOPS TO STRAINER 1 1l2" P TRAP FAUCETWITH SPRAYER, DISPOSAL INSINK-ERATOR 1 DISPOSERAND DISHWASHER BADGER 1 WITH WHIP FOR ELECTRICAL CONNECTION. DISHWASHER SUPPLY & DRAIN CONNECTIONS. WEI TANKTYPE, FLOORSETWATER CLOSET PROFLO PF5112WHM W 11/2" -- 1/2" UNIT ANGLE SUPPLY W/ STOP UNIT INTEGRAL PROFLO#PFTSE2000WH ELONGATED SEAT IN WHITE. PF1401TYYH TANK TYPE, FLOOR SET WATER PF5112WHM PROFLO#PFTSCOF2000WH ELONGATED SEAT IN WHITE. WC2 CLOSET, ADN17" RIM PROFLO PF14037WH Y 11/2" -- 1/2" UNIT ANGLE SUPPLY W/ STOP UNIT INTEGRAL SCHEDULE NOTES: 1. DISPOSER AS SELECTED BY OWNER. PROVIDE AIR SWITCH ON COUNTER TO CONTROL OPERATION OF DISPOSER. 2. REFER TO ARCHITECTURAL DRAWINGS FOR MOUNTING LOCATIONS OF ALL COMPONENTS. 3. PROVIDE'TRUEBRO' HANDI-LAV GUARD INSTALLATION KIT MODEL#102 (WHITE) OR APPROVED EQUAL DETAIL KEY NOTES: (TYPICAL UNIT MECH. CLOSET) 1. PROVIDE CONNECTION TO TANKLESS WATER HEATER. HEATER PROVIDED BY MECHANICAL CONTRACTOR. 2. PROVIDE HOT & COLD WATER MANIFOLD WITH INDIVIDUAL ISOLATION VALVES. ZURN QPPM (QUICK PORT) SERIES. DETERMINE MANIFOLD OUTLETS REQUIRED PER EACH UNIT. 3. PROVIDE STUB FOR CONNECTION BY MECHANICAL CONTRACTOR. 1 4. PIPING TO AND FROM HYDRONIC AIR HANDLER PROVIDED BY MECHANICAL CONTRACTOR. 5. GAS SUPPLY FROM GAS METER. D1 6. GAS SUPPLY TO GAS RANGE. PROVIDE GAS VALVE AND UNION AT CONNECTION. PIPING TO BE RUN BELOW FLOOR AND RISE IN ISLAND WALL. 7. 112" PEX SUPPLY PIPING TO EACH INDIVIDUAL FIXTURE. 3/t 8. CPVC WATER RISER, SEE PLANS FOR SIZES. 3/4" 1 9. TYPE "L" COPPER PIPING FROM CONNECTION TO WATER RISER TO ALL COMPONENTS WITHIN CLOSET. 10. PROVIDE THERMOSTATIC MIXING VALVE PERASSE 1069 GUIDELINES. POWERS/WATTS 3/40-#LFLM496.1. 11. COORDINATE EXACT MOUNTING LOCATION WITH TANKLESS WATER HEATER. 3/411 ov B\ 12. EXTEND T&P DISCHARGE TO FLOOR DRAIN FOR INDIRECT DISCHARGE. GV 13. PROVIDE DIRT LEG AT BASE. 14. TANKLESS WATER HEATER PROVIDED BY MECHANICAL CONTRACTOR. REFER TO DRAWING M2-501 3/4" B\ FOR ELEVATION OF CLOSET. 13 15. HYDRONIC AIR HANDLER PROVIDED BY MECHANICAL CONTRACTOR. REFER TO DRAWING M2-501 FOR 314" 31411 ELEVATION OF CLOSET. 16. COILASSEMBLY PROVIDED BY MECHANICAL CONTRACTOR. REFER TO DRAWING M2-501 FOR ELEVATION OF CLOSET. '_ D1 17. REFRIGERANT PIPING PROVIDED BY MECHANICAL CONTRACTOR. 4 "A•4' 18. EXHAUST PIPING PROVIDED BY MECHANICAL CONTRACTOR. 3 *0 19. INDICATES ADDITIONAL GAS SUPPLIES SERVING ADDITIONAL FLOORS. 1 1/441 20. PEX MANIFOLD. 21. GAS SUPPLY TO RANGE. z TYP. SECOND FLOOR LAVATORY DETAIL 3-00 3/41,= 1'-0" DETAIL LEGEND: BALL VALVE BV DRAIN VALVE WITH HOSE THREAD DV �., CHECKVALVE C�HVK TEMPERATURE AND PRESSURE RELIEF VALVE TP 1 T UNION CONNECTION WM WATER METER DIRECTION OF FLOW TEMPERING VALVE TV - CW - COLD WATER - HW - HOT WATER GAS VALVE GAS PIPING (NAT.) Gik TYPICAL UNIT MECHANICAL CLOSET PIPING- ISOMETRIC (NOTE: NOT TO SCALE) 2" EXHAUST PIPING REFRIGERANT PIPING 1 1/21,= 1'-0" 341 0101 0 0 FDA CW - - HW �3/4" V I ET-1 WM-2 WATER RISER SERVING ALL FLOORS PLUMBING LEGEND SYMBOL DESCRIPTION VENT PIPING SANITARY PIPING - DOMESTIC COLD WATER PIPING - - - DOMESTIC HOT WATER PIPING OD OVERFLOW DRAIN PIPING NG NATURAL GAS PIPING BALLVALVE PIPE UP PIPE DOWN OKEYNOTE DESIGNATION 'O ISOMETRIC DESIGNATION OUP TO ABOVE 1 P-0O1 DETAIL DESIGNATION BV BALLVALVE CO CLEANOUT CW COLD WATER DS STORM DOWNSPOUT DV DRAINVALVE ET EXPANSION TANK FD FLOOR DRAIN GV GAS VALVE HW HOT WATER HWR HOT WATER RETURN (HTG.) HWS HOT WATER SUPPLY(HTG.) LV LAVATORY NG NATURAL GAS OD OVERFLOW DRAIN ODS OVERFLOW DOWNSPOUT SAN SANITARY SK SINK SS SANITARYSTACK ST STORM TV TEMPERING VALVE VR VENT RISER VS VENTSTACK VTR VENT THRU ROOF WC WATER CLOSET WCO WALL CLEANOUT NG NATURAL GAS FIRE PROTECTION LEGEND SYMBOL DESCRIPTION ­F- FIRE PROTECTION PIPING ^ SPRINKLER PIPING FS FLOW SWITCH TS TAMPER SWITCH FDVC FIRE DEPARTMENT VALVE CABINET AL ALARM BELL FDC FIRE DEPARTMENT CONNECTION SP STANDPIPE FDV FIRE DEPARTMENT VALVE ORD GP1 HAZARD DESIGNATION PLUMBING SHEET LIST %A# -ITT-- W O U L P E R T IRCRITEULMEjINGINEERIN6l6EMATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 my E L C in W E OL 0 U J•� J � W rUn V ! c M c � � m Q) co m E� NV Q fir, a% U c cv o C N NE U m •- no �U Q Issuances: REv DRIC] N are 0 Issued For Building ee 3 Revi 10/12/18 1 Issued For Building 3 Permit 06/10/19 2 ASI#10 09/11/19 Prom. No.: 074904 Date: 06/10/19 Sheet Name: LEGEND, DETAILS, AND SCHEDULES 1291111111 1 2 3 0 5 0 7 C I) Na RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Cannel DATE: 10/31/19 SECOND FLOOR PLAN - PLUMBING 1/6" = 1'-0" 1/8" = 1'-0" O DRAWING NOTES I PIPING STUB PROVIDED UNDER GARAGE PACKAGE. CAP BELOW NEW FLOOR LEVEL UNDER BUILDING #3 WORK. 2 PROVIDE CONNECTION TO PIPING STUB PROVIDED UNDER GARAGE PACKAGE. 3 PROVIDE COLD WATER STUB FOR RETAIL SPACE. 4 PROVIDE ACCESS PANEL. 5 STUB VENT PIPING AT 1ST FLOOR CEILING. HOLD AS HIGH AS POSSIBLE. 6 COLD WATER SUPPLY TO UPPER FLOORS. 7 DASHED LINES INDICATE CHASE OPENING PROVIDE INDIVIDUAL SUPPLY TO EACH MECHANICAL CLOSET. 9 RISE GAS PIPING TO UNDERSIDE OF SECOND FLOOR. 10 STUB 2-1/2" GAS PIPING AT UNDERSIDE OF SECOND FLOOR FOR RETAIL SPACE. 11 RISE 2" GAS PIPING TO JANITORS CLOSETS TO SERVE MECHANICAL UNITS. 12 2" GAS RISER FROM FIRST FLOOR. 13 EXTEND 3/4" GAS FROM RISER TO INSTANTANEOUS UNIT. PROVIDE VALVE AT CONNECTION AND DIRT LEG AT BASE OF RISER. 14 EXTEND 1-1/2" GAS RISER TO THIRD AND FOURTH FLOORS. 15 PROVIDE DOMESTIC HOT WATER FROM HEATER TO MOP BASIN MB-1. 16 GAS RISERS TO SECOND THRU FOURTH FLOORS. 1k1/ W®®LPE RT IRCRITEETYREjINGINEERINGICEMATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E n� W D OL nO \W\ n/ _ W E U � C J '— .J �^1 W � U � cn o � co € p nM U W `o m co o c U m B GU Q Issuances: REV oacREmuN MTe 0 Issued For Building 3 Reviee 10/12/18 1 Issued For Building 3 Permit 06/10/19 2 ASI#10 09/11/19 Prom. No.: 074904 Date: 06/10/19 A Sheet Name: PLUMBING FIRST AND SECOND FLOOR PLANS P3=100 E 2 3 0 5 0 7 E I) Na RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Cannel DATE: 10/31/19 FOURTH FLOOR PLAN - PLUMBING 1/8" = 1'-0" 1/8" = 1'-0" O DRAWING NOTES 1 PROVIDE ISOLATION VALVE ON RISER TO 2 1-1/2" GAS RISER FROM SECOND FLOOR. 3 EXTEND 3/4" GAS FROM RISER TO INSTANTANEOUS UNIT. PROVIDE VALVE AT CONNECTION AND DIRT LEG AT BASE OF RISER. 4 PROVIDE DOMESTIC HOT WATER FROM HEATER TO MOP BASIN MB-1. 1ktff W O U L P E R T IRCRITEETYREjINGINEERINGICEMATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E W wo in n �O \W\ W U � J•� J �^1 W � U � cn o � > M Q N my W `o c m co o c .so Q Issuances: REv nEscenmoN MTe 0 Issued For Building 3 Reviea 10/12/18 1 Issued For Building 3 Permit 06/10/19 2 ASI #10 09/11/19 Prom. No.: 074904 Date: 06/10/19 Sheet Name: PLUMBING THIRD AND FOURTH FLOOR PLANS P3=101 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 o N � ((2UyJII r i I I I I i i l I f ----- --- ---- --------t---- ---- --- ------------------- — — — — NVA 0 0 - - - ----------------------- - 4I 'ELEVATOR 3y �...,.. STAIR 3A 40� 020 - mn 5 i 4 TYPICAI 2 /------- — TYPICAL 3 6 1 1/4" NG1 1/4" NG 1/4" NG 1 1/4" NG 1 1/4" NG TRASH \ 6 021 - --- — — -- 6 E a. a o a a 9 _ %A# 0 DRAWING NOTES RUN AT GARAGE CEILING. W ®®L P E P T IRCRITEETYREjINGINEERINGICEMATIAL AS HIGH AS POSSIBLE. TES AREA OF GAS METERS 7635 Interactive Way IDED BY VECTREN Suite 100 Indianapolis, IN G 46278 IDE CONNECTION TO 71NDIVIDUAL 317.299.7500 T OF EACH METER AND FAX: 317.291.5805 D INDIVIDUAL SUPPLY TOUNIT OR LOCATION.IDE 6" DIAMETER COREDING IN PODIUM DECK. RISES THRU PODIUM DECK TO FIRST FLOOR RETAIL SPACE, REFER TO DRAWING P3-100 FOR CONTINUATION. 6 2-1/2" GAS SERVICE TO RETAIL SPACE AND 2" GAS SERVICE TO JANITORS CLOSETS/CORRIDOR MECHANICAL UNITS. F E D OL 0 a� — W 0 E U :3 C J '— J y--, ��VVVAIIJJJ111 U � cn o � m N €� p n, � W � 4e). m co o c U m B so ♦1 Q Issuances: REW GEGrnlwnM MTE 0 Issued for General Revisions 05/0&18 1 ASI #10 09/11/19 Prom. No.: 074904 Date: 02/22/18 Sheet Name: BUILDING 3 GARAGE PLAN RELEASED FOR CONSTRUCTION Subject to compliance with all regulations LAN of State and local Codes SW IPLI City of Cannel 1,"1 DATE: 10/31/19 P3=201 1 2 3 0 5 0 7 E 0 Na B3-A1 CORNER TYPICAL PLAN 3" SS 3' SS 1/4" = l'-0" B3-A1 CORNER ISOMETRIC NITS WSH-1 B3-A1 TYPICAL PLAN 1/4" = l'-0" 33-Ai ISOMETRIC NTS 9 SECOND FLOOR ONLY 2 P3-001 B3-A3 TYPICAL PLAN 1/4" = l'-0" C 3"SS WSH-2 II II II I I FD-1 II \ y 2' >p� I I FD-1 2" 3' SS I I 2" VS I� � II II / II 2' VS II II II II II I �r I I I ✓J ii II II II II WC1 I I LV1 3 B3-A3 ISOMETRIC NTS II " LV1 yr 3" SS SKI DISPOSER CO WO®LPE RT IRCRITEETY1Ej11GINEERINGIGEWATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E V Ito in 'EfEENJ OL 0 •� J K U c K c � � m > m M m ova av U `o c � W � m co o c �U Q Issuances: REv nEaMMM MINE 0 Issued For Building 3 Revisor 10/12/18 1 Issued For Building 3 Permit 06/10/19 2 ASI#10 09/11/19 Prom. No.: 074904 Date: 06/10/19 Sheet Name: PLUMBING TYPICAL ENLARGED PLANS AND ISOMETRICS RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Carmel �PAGIU DATE: 10/31/19 114" = 1'-0" 114" = 1'-0" 114" = 1'-0" LA22 [G 1 2 3 0 5 0 7 E 0 Na B3-Al TYPE A TYPICAL PLAN 1/4" = T-0" et- 3"SS R / it �2"VS J LV2 WC2 1 il2'� V 3" SS 2 P3-001 �\ 1j2 T II II II T2 !� WCO 2 11/2"VR II II CO II II 3' II II SK2 DISPOSER CO B3-Ai TYPE A ISOMETRIC NTS ADA fl LY 1 3" SS / y ' I I II II N WSH-1 3" SS 2 2 P3-001 3" SS UNIT 133-A1 TYPE A ONE BEDROOM PLAN AND ISOMETRIC RELEASED FOR CONSTRUCTION 1/41,= r-0° Subject to compliance with all regulations of State and Local Codes City of Cannel ',"I DATE: 10/31/19 SECOND FLOOR ONLY 2 P3-001 83-81 TYPICAL PLAN 1W = T-0" 2" VS �R I 11 2- VS �I I - II RT1 I I LV1 wc, 83-81 ISOMETRIC NTS SECOND FLOOR ONLY 2 P3-001 II 2'VS A II IN II II / I 2 II I I 1 1/2' J3SS II II I 3" SS 2" VS II I 2 II I II _ SKI 3' SS DISPOSE3" SS SS CO I I I I FD-1 UNIT 133-131 TWO BEDROOM PLAN AND ISOMETRIC 1141, = 11-01, %# WO®LPE RT IRCRITEETYREj NG1NEERINGjGEWAT1AL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E W Ito Ito in n J �^1 W � rUn O O c � � m i m CY) dM € m 0 my U c `o W m co o c U m no Q Issuances: REV oacREmuN MTe 0 Issued For Building 3 Reviee 10/12/18 1 Issued For Building 3 Permit 06/10/19 2 ASI#10 09/11/19 Prom. No.: 074904 Date: 06/10/19 Sheet Name: PLUMBING TYPICAL ENLARGED PLANS AND ISOMETRICS LA22 rly+ Na CORNER 63-A1 P3�07 B I CORNER B3-Ai P3-401 P P CORNER khk 63-A1 P3.01 0 oOFVc)" 2 3/4" WATER SERVICE TO UNIT (TYP.) C' 83-81 P3-402 1 I WHYD-11` I1 V UNIT ISOLATION "s VALVE (TYP.) �B3-Bl P3-402 ®> B3-Ai P3401 I �P3-002 83 Ai P3d01 ♦ N7 (11 B3-A1 1 112 B3-A1 \ �P3-401 i ♦ 83-Al P3401 1 P3-401 UNIT ISOLATION VALVE (TYP.) 83431 P3-4oz 1 1 I I B3-B1 3/4- WATER SERVICE P3402 ♦X TO UNIT(TYP.) 83437 \ \ P3402 83-A1 P3-407 4 RHYD-1 I B3-At P3-401 U ISOLATION VALVE O B3-A3 P3 401 I 1 B3-A3� P3 401; i B3-A3 P3401 DRAWING NOTES PROVIDE COLD WATER STUB FOR RETAIL SPACE. PROVIDE CONNECTION TO PIPING PROVIDED UNDER GARAGE PACKAGE PROVIDE HOSE BIBB, MOUNTED 48" AFF, WOODFORD #24 1 B3-Bi 1 ♦ P3 402 21/2" 3� i ♦�w II I WHYO-1 ail WO®LPE RT ARCHITECTUREjiN01NEERIN0l0EMATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 0 •� J U F= Y) O _0 % M Qum €m Q my U c `om W co o c °€ U m So Q Issuances: REV nEscenmoN MTe 0 Issued For Building 3 Reviee 10/12/18 1 Issued For Building 3 Permit 06/10/19 Prom. No.: 074904 Date: 06/10/19 Sheet Name: PLUMBING WATER ISOMETRIC RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Carmel DATE: 10/31/19 ER ISOMETRIC lic][9111 2 I 3 I 4 I 5 7 I 8 I 9 WCO CORNER 83-A7 P3-407 RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and meal Codes City of Carmel DATE: 10/31/19 2• 3" VTR I I N � I I n OOR 83-A7 p'C7'`pV P3-401 pup II II II n I 2" ml u I1 B3-B1 iIG II II P3-402 B3-Ai II a II( 6'�pV� @ VOOP 9POp P3-401 N II II I B3-Al P3-401 II J' ?`L 3" VTR 'I R Q ` _ FL i 11 F Q 3' P3-0O7 II 11 1 2 11 I — WCO II �Zi 83-A1 p• P3-001 I I OOP it a�pV II II CORNER � I I 83-A7 II P3-001 B3-A1 2. II II P3-401 83-A7 I I m P3-0O7 rv� r OOP il 3PO4 IIn II II/ CORNER WCO 3-A1 �COB-P3401 B3-Al WCO P3401 ��pVOOP m HOp OOP N wco\ CORNER II B3-Ai 11 P3-001 I I �3 Wco =.,OP I u j I �2. 7 poo\JM - I WCO 83-81 I I � P3-002 p p0�yI, 2�OF�.� 3µ0 I f IyI II � II `\?p I I 3" VTR WCO��PO �pV OCI II 11 Q\� h 133-137 70o II 133-A7 P3402 I " 11 P3401 2 2. k\IaL-3 n PLO CO V 3POF B3-Al P3-401 Oct 2 WCO B3-Ai P3-001 n SANITARY AND VENT ISOMETRIC NTS WCO TYPE A B3-Ai 1 P3-402 1 WCO IL ` 1 0 3" VTR u u I I � N JIAZ I P3-402p'O< m a� 2= ,s OO,Q N <O 11 `\ 1� 1 II OR I� u 11 II � I I u 11 83.81 P3-002 7'V in I I II II qCOCb OR u I I 3"VTR B3-Bi P3402 ,Q II II 83-A3 ?• " II P3401 WCO QOR O° 4jNpV 2 CO ca dJ 2" B3-A3 P3401 I I OOP oP 3P p�o II 133-131 II o 0 CO WCO poo\JM 3 %A# 1N®®LPE RT IRCRITEETYREj NGINEERIN616EMATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E r.. (f n 0 DRAWING NOTES 1 PROVIDE CONNECTION TO PIPING STUB PROVIDED UNDER GARAGE PACKAGE. 2 STUB VENT PIPING AT 1ST FLOOR CEILING. HOLD AS HIGH AS POSSIBLE. 3 PIPING STUB PROVIDED UNDER GARAGE PACKAGE. CAP BELOW NEW FLOOR LEVEL UNDER BUILDING #3 WORK. A _0 W E U � J•� J ��VVVAIIJJJ111 U^) -6 E � v c 0 K 0 � � c m ico dM CD U W m `o m Fo co c _ — :3 m(10 d 20 U �U Q Issuances: REV DRIMMuN MTE 0 Issued For Building 3 Reviee 10/12/18 1 Issued For Building 3Permit 06/10/19 2 ASI#10 09/11/19 Prom. No.: 074904 Date: 06/10/19 Sheet Name: PLUMBING SANITARY AND VENT ISOMETRIC 1 2 3 0 5 a 7 1 W r HVAC ABBREVIATION LEGEND PIPE SYMBOL LEGEND SCHEMATIC SYMBOL LEGEND A AMPS MC MCA MD MECHANICAL CONTRACTOR MINIMUM CIRCUIT AMPS MANUALDAMPER 1 CHWS� CHILLED WATER SUPPLY PIPE ?C PIPE DOWN �MVIAV � AIR VENT, MV-MANUAL VENT; AV - AUTOMATIC VENT ACC ACR AIR COOLED CONDENSING UNIT ACR COPPER REFRIG PIPE ! CHWR­4 CHILLED WATER RETURN PIPE PIPE UP AFF ABOVE FINISHED FLOOR MIFF MATT FACED FIBERGLASS 1-CWS­i CONDENSER WATER SUPPLY PIPE S TEE DOWN MM �� AUTOMATIC 2-WAY CONTROL VALVE ALUM APO ALUMINUM AIR PRESSURE DROP MI MUA MALLEABLE IRON MAKE UPAIR I-CWR� CONDENSER WATER RETURN PIPE l TEE UP ASJ ALL SERVICE INSULATION JACKET NC NOISE CRITERIA LEVEL T DCW­i DOMESTIC COLD WATER PIPE 1 PIPE BREAK (FOR CLARITY) IMM i AUTOMATIC 3-WAY CONTROL VALVE B OAS STEAM BOILER BUILDING AUTOMATION SYSTEM OA DOD OUTSIDE AIR OPPOSED BLADE DAMPER 1-HWS­i HEATING HOT WATER SUPPLY PIPE CAPPED PIPE t HWR--� HEATING HOT WATER RETURN PIPE •r��• GAS SHUT-OFF VALVE A W AUTOMATIC FLOW CONTROLLER BDD BACKDRAFT DAMPER O.C. ON CENTER BHP BRAKE HORSE POWER ODU OUTDOOR UNIT 1 GLYS� ICE WATER SUPPLY PIPE 1-- � BALL VALVE BOD BOTTOM OF DUCT PC PLUMBING CONTRACTOR 1-CLYR­i ICE WATER RETURN PIPE BUTTERFLY VALVE CHECK VALVE BOP BOTTOM OF PIPE PC PRESSURE DROP OR BRAZED PGGS PAINT GRIP GALVANIZED STEEL �DTS� DUAL TEMPERATURE SUPPLY PIPE ! 7 UNION C-AL CAL CORRUGATED ALUMINUM CALCIUM SILICATE INSULATION PP PPM POLYPROPYLENE PARTS PER MILLION !-DTR­i DUAL TEMPERATURE RETURN PIPE CALIBRATED BALANCE VALVE FLEXIBLE CONNECTION CCP CALCIUM CARBONATE POWDER PRESS. PRESSURE 1-DHW­i DOMESTIC HOT WATER PIPE PRESSURE REGULATING VAVVE CIF CUBIC FEET PRV PRESSURE REGULATING VALVE t-VVENT PIPE GLOBE VALVE TR GAUGE, T-TEMPERATURE; P-PRESSURE CFM CUBIC FEET PER MINUTE PS PRESSURE SENSOR 1-G---? NATURAL GAS PIPE GATE VAVLE CH CHILLER PVC POLYVINYL CHLORIDE CHP CHILLED WATER PUMP PVCGS PVC COATED GALVANIZED STEEL 1-LPG--i LIQUID PROPANE GAS PIPE STRAINER WITH BLOW DOWN VALVE �T� MANUAL BALANCE VALVE CHW CHILLED WATER RA RETURN AIR 1-RL� REFRIGERANT LIQUID PIPE S STRAINER CHWR CHILLED WATER RETURN RC ROOM CRITERIA LEVEL CHWS CHILLED WATER SUPPLY RECT RECTANGULAR !-RSA REFRIGERANT SUCTION PIPE BLIND FLANGE PIPE REDUCER/INCREASER Cl CASTIRON REFRIG. REFRIGERANT i-RHG­i REFRIGERANT HOT GAS PIPE MOTORIZED 2-WAY VALVE CL CENTERLINE RL REFRIGERANT LIQUID CLP CENTERLINE OF PIPE RF RETURN OR RELIEF FAN t-LPS� LOW PRESSURE STEAM PIPE _ p r' .LTA MOTORIZED 3-WAY VALVE PRESSURE REDUCING VALVE CMC CONIC. CEILING MOUNTED CENTRIFUGAL FAN CONCRETE RMC RMP ROOF MOUNTED CENTRIFUGAL FAN ROOF MOUNTED PROPELLER FAN T MPS MEDIUM PRESSURE STEAM PIPE l--HPS­4 HIGH PRESSURE STEAM PIPE t-­CR CONDENSATE RETURN PIPE .L PRESSURE RELIEF VALVE -0� SHUTOFF VALVE CPVC CHLORINATED PVC RTU ROOF TOP UNIT CR CRP STEAM CONDENSATE RETURN CONDENSATE RETURN PIPE RV S RELIEF VALVE SWITCH 7-FW­q FEED WATER PIPE 11 PRESSURE GAGE nIIBS� THERMOMETER Ig TT COMBINATION BALANCE -SHUTOFF VALVE CS CARBON STEEL SA SUPPLYAIR CT COOLING TOWER SC SENSIBLE CAPACITY CU COPPER SCH SCHEDULE TDV _jam TRIPLE DUTY VALVE; SHUTOFF -BALANCE -CHECK DUCTWORK SYMBOL LEGEND CW CONDENSER WATER SCR SCREWED (THREADED) CWP CONDENSER WATER PUMP SF SUPPLYFAN SAFETY RELIEF VALVE D DRAIN SO SHUT OFF VALVE TERMINAL SUPPLY OR OUTSIDE AIR DUCT UP RADIUS RECTANGULAR ELBOW DO DECIBELS SO SQUARE DCW DOMESTIC COLD WATER SS STAINLESS STEEL DIRECTION OF FLOW I"j�� RETURN OR EXHAUST AIR DUCT UP ICI f �j� SUPPLY OR OUTSIDE AIR ROUND 0 W DUCTUP CDC DIRECT DIGITAL CONTROLS SW SWEAT CONNECTION DHW DOMESTIC HOT WATER SWLD SOLVENT WELD DMPR DAMPER T THERMOSTAT SUPPLY OR OUTSIDE AIR DUCT DOWN RETURN OR EXHAUST AIR ROUND DUCT UP CIS DUCT SILENCER (SOUND ATTENUATOR) TC TOTAL CAPACITY DT DUALTEMPERATURE TEMP. TEMPERATURE DTP DUAL TEMPERATURE PUMP TH THICKNESS � RETURN OR EXHAUST AIR DUCT DOWN ROUND DUCT DOWN DTR DUAL TEMPERATURE RETURN THIRD THREADED DTS DUAL TEMPERATURE SUPPLY TOD TOP OF DUCT E-AL EMBOSSED ALUMINUM TOJ TOP OF JOIST p �!, SUPPLY/ OUTSIDE AIR DUCT OFFSET �u�J ; ROUND OFFSET EAT ENTERING AIR TEMPERATURE TOO TOP OF STEEL EC ELECTRICAL CONTRACTOR TS TEMPERATURE SENSOR EDB ENTERING DRY BULB TEMPERATURE T/S PIPE TYPE OR SCHEDULE �� RETURN AIR DUCT OFFSET ROUND ELBOW EF EXHAUSTFAN UBC UPBLAST CENTRIFUGAL FAN EH ELECTRIC HEATER UC FLEXIBLE UNICELLULAR EWE ENTERING WET BULB TEMPERATURE UH UNITHEATER MANUAL BALANCING DAMPER ROUND WYE EWT EXH ENTERING WATER TEMPERATURE EXHAUST UV V UNITVENTILATOR VOLTS F FURNACE VAV VARIABLE AIR FLOW 121 MOTORIZED DAMPER EID RECTANGULAR BRANCH TAKEOFF FCU FANCOIL UNIT VC VENTILATING CONTRACTOR FD FIRE DAMPER WCS WROUGHT CARBON STEEL FIREDAMPER RECTANGULAR DUCT TERMINATION FFJ FOIL FACED JACKET WCU WROUGHT COPPER FG FIBERGLASS WILD WELDED CONNECTION FGB FIBERGLASS BOARD INSULATION WMP WALL MOUNTED PROPELLER FAN RECTANGULAR TO ROUND TRANSITION Q�J F ---- ROUND DUCT TERMINATION FGW FIBERGLASS WRAP WPD WATER PRESSURE DROP FLA FULL LOAD AMPS WT WEIGHT (OR DENSITY) FLG FLANGE RECTANGULAR TRANSITION 'rL� FLGD FLANGED FMG FOAM GLASS FPM FEET PER MINUTE ,mil jll�il 11 STANDARD RECTANGULAR ELBOW FPP FAN POWERED PARALLEL VAV FPS FAN POWERED SERIES VAV FS FLOW SWITCH ANNOTATION SYMBOL LEGEND FSD FIRE/SMOKE DAMPER FW FEED WATER Q THERMOSTAT OR TEMP. SENSOR (E)HUMIDISTAT �Ld SECTION SYMBOL 100 G NATURAL GAS GA GAGE(GAUGE) GALV GALVANIZED Q SWITCH GC GENERAL CONTRACTOR GPH GALLONS PER HOUR KEYNOTE DESIGNATION RTU EQUIPMENT PLAN MARK 12 GPM GALLONS PER MINUTE GRV GROOVED PIPE POINT OF NEW CONNECTION a GS GALVANIZED STEEL 4 DETAIL SYMBOL H-100 H HUMIDIFIER (HUMIDITY) 1-01 VAV TERMINAL UNIT MARK HC HEATING CONTRACTOR AHU-1 EQUIPMENTMARK HF HEAT FUSION A-8"D A-24x12 AIR DEVICE MARK -NECK SIZE 250 250 AIRFLOW HG HOT GAS (REFRIGERANT) HP HORSE POWER 8"e ROUND DUCT SIZE FPS HIGH PRESSURE STEAM HRC HEAT RECLAIM WATER 24x12 RECTANGULAR DUCT SIZE HIS HUMIDITYSENSOR AIR DEVICE AND DUCT ACCESS. LEGEND HV HEATING/VENTILonNGUNIT HIM HEATING HOT WATER HWB HOT WATER BOILER RETURN AIR GRILLE SUPPLY AIR DIFFUSER C (HARD CONNECTION) HWP HOT WATER PUMP HWR HOT WATER RETURN I�Q��,,__,a�SUPPLY AIR DIFFUSER WITH FLEXIBLE I RUNOUTAND DAMPER RETURN OR EXHAUST GRILLE (HARD CONNECTION) HWS HOT WATER SUPPLY ILC INLINE CENTRIFUGAL FAN LAT LEAVING AIR TEMPERATURE SIDEWALL DIFFUSER 14X14 TRANSFER OPENING IN WALL LDS LEAVING DRY BULB TEMPERATURE LP LIQUID PROPANE LPS LOW PRESSURE STEAM SUPPLY AIR DIFFUSER L®� (HARD CONNECTION) TRANSFER OPENING IN WALL LVR LOUVER LWB LEAVING WET BULB TEMPERATURE LWT LEAVING WATER TEMPERATURE RETURN OR EXH. GRILLE (HARD CONNECTION) M MOTORIZED MAT. MATERIAL MOH 1000 OTUH DESIGN CRITERIA GENERAL DESIGN INFORMATION INDOOR DESIGN CONDITIONS BUILDING STAIRWELL WINTER DRY BULB: 60.0°F LOCATION: CARMEL, INDIANA LATITUDE: 39.97 CORRIDORS AND TENANT ROOMS LONGITUDE: 86.13 ELEVATION: 853 WINTER DRYBULB: 70.0°F OUTDOOR DESIGN CONDITIONS WINTER RH%: AMBIENT SUMMER DRY BULB: 75.0°F SUMMERRH%: 60%MAX SUMMER DRY 91.3-F (0.4%ASHRAE DESIGN BULB: CONDITION) SUMMER WET 75.0-F (0.4%ASHRAE DESIGN BULB: CONDITION) WINTER DRY 2.6°F (99.6%ASHRAE DESIGN BULB: CONDITION) RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Carmel PROJECT NOTES CONTROL NOTES: 1. PROVIDE PROJECT SPECIFIC CONTROL SYSTEM MANUAL FOR THE BUILDING. THE MANUAL SHALL CONTAIN A DIAGRAM OF THE CONTROL SYSTEM ARCHITECTURE, WIRING DIAGRAMS AND A SEQUENCE OF OPERATION. THE MANUAL SHALL ALSO INCLUDE AN 11 X 17 FLOOR PLAN INDICATING THE MAJOR EQUIPMENT AND PANEL LOCATIONS. THE MANUAL SHALL BE BOUND IN A HARD BACK 3 RING BINDER WITH DIVIDERS. BINDER SHALL BE LABELED "H.V.A.0 TEMPERATURE CONTROL MANUAL" AND INCLUDE THE PROJECT NAME AS WELL AS THE BUILDING NAME, NUMBER AND ADDRESS. 2. LABEL ALL CONTROL PANELS, ACTUATORS, SENSORS, ETC WITH I/8" THICK PLASTIC LAMINATE SIGNS. SEE DRAWINGS FOR LABEL AND LETTERING REQUIREMENTS. LABEL DESIGNATIONS SHALL BE CONSISTENT W ITH THE DRAWINGS, TEMPERATURE CONTROL SYSTEM MANUAL AND DIAGRAMS. 3. MOUNT WALL MOUNTED THERMOSTATS, TEMPERATURE SENSORS AND CARBON MONOXIDE SENSORS 4'-0" ABOVE FINISH FLOOR. DO NOT MOUNT THERMOSTATS OR TEMPERATURE SENSORS IN DIRECT SUNLIGHT OR NEAR HEAT PRODUCING EQUIPMENT. 4. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL MOTOR STARTERS AND DISCONNECT SWITCHES FOR H.V.A.C. EQUIPMENT UNLESS THEY ARE INCLUDED WITH THE EQUIPMENT AS INDICATED ON THE DRAWINGS AND IN THE SPECIFICATIONS. COORDINATE STARTER REQUIREMENTS WITH THE ELECTRICAL CONTRACTOR AND THE CONTRACTOR PRIOR TO ORDERING. 5, WHERE AUXILIARY CONTACTS ARE REQUIRED IN STARTERS PROVIDED BY THE ELECTRICAL CONTRACTOR, THE MECHANICAL CONTRACTOR SHALL COORDINATE THE QUANTITY AND TYPE OF CONTACTS WITH THE E.C. PRIOR TO PURCHASE. 6. THE ELECTRICAL CONTRACTOR SHALL PROVIDE CIRCUIT BREAKERS IN THE ELECTRICAL PANELS THAT ARE SPECIFICALLY DEDICATED FOR THE TEMPERATURE CONTROL SYSTEM. COORDINATE THE QUANTITYAND SIZES WITH THE CONTRACTOR. SEE ELECTRICAL DRAWINGS FOR LOCATION. 7, THE MECHANICAL CONTRACTOR SHALL PROVIDE ALL TEMPERATURE CONTROL SYSTEM WIRING AND CONDUIT REGARDLESS OF VOLTAGE AS REQUIRED TO PROVIDE THE SPECIFIED SEQUENCE OF OPERATION OR SATISFY ANY MANUFACTURER REQUIREMENTS. POWER AND CONTROL WIRING AND CONDUIT FOR VALVE ACTUATORS, DAMPER ACTUATORS, CARBON MONOXIDE SENSORS, TEMPERATURE CONTROL PANELS, RELAYS, INDICATOR LIGHTS, REMOTE CONTROL PANELS, SOLENOID VALVES AND OTHER SIMILAR DEVICES THAT ARE PART OF THE H.V.A.0 SYSTEM SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR. SEE ELECTRICAL DRAWINGS FOR THE LOCATION OF CIRCUIT BREAKERS SPECIFICALLY DEDICATED FOR TEMPERATURE CONTROL SYSTEM COMPONENTS. ALL 120 V CONTROL W IRING SHALL BE INSTALLED IN CONDUIT. CONCEALED ABOVE CEILING PLENUM RATED LOW VOLTAGE (24 VOLTS OR LESS) CONTROL WIRING DOES NOT REQUIRE TO BE INSTALLED IN CONDUIT. B. THE MECHANICAL CONTRACTOR SHALL PROVIDE ALL CONTROLS, RELAYS, SENSORS, CONTROLLERS, CONTROL TRANSFORMERS, CONTROL INTERFACE COMPONENTS, SOFTWARE, HARDWARE, ACTUATORS, SWITCHES AND ANY OTHER CONTROL COMPONENTS REQUIRED TO PROVIDE THE SPECIFIED SEQUENCE OF OPERATIONS ON PLANS, TO INTEGRATE PROJECT CONTROLS AND SYSTEM, AND TO MEET EQUIPMENT MANUFACTURER'S INSTALLATION AND OPERATION REQUIREMENTS, UNLESS NOTED OTHERWISE ON PLANS. 9. IT SHALL BE THE MECHANICAL CONTRACTORS RESPONSIBILITY TO COORDINATE ALL TEMPERATURE CONTROL SYSTEM REQUIREMENTS WITH THE ELECTRICAL CONTRACTOR PRIOR TO THE PURCHASE OR INSTALLATION OF ANY OF THE ELECTRICAL POWER ORTEMPERATURE CONTROL SYSTEM COMPONENT. 10. ALL DAMPERS ON THE INLET OR OUTLET OF THE FAN SHALL BE OPEN PRIOR TO STARTING THE FAN. PROVIDE ANY TIME DELAYS OR END SWITCHES AS REQUIRED. 11. IN PUBLIC AREAS PROVIDE CLEAR PLASTIC VENTED IMPACT RESISTANT LOCKABLE GUARDS ON ALL WALL MOUNTED THERMOSTATS OR SENSORS WITH ADJUSTABLE SET -POINTS. IDENTIFICATION: 1. PROVIDE PLASTIC LAMINATE IDENTIFICATION LABELS ON ALL EQUIPMENT SCHEDULED ON THE DRAWINGS. THE IDENTIFICATION SHALL BE CONSISTENT W ITH THE PLANMARKS SHOWN ON THE DRAWINGS AND THE BAS SYSTEM USER INTERFACE. SEE DETAILS ON DRAWINGS REGARDING COLOR, SIZE, TEXT HEIGHT, ETC. 2. PROVIDE PLASTIC LAMINATE IDENTIFICATION LABELS ON ALL TEMPERATURE CONTROL COMPONENTS SUCH AS CONTROL PANELS, TEMPERATURE SENSORS, HUMIDITY SENSORS, ETC. THE IDENTIFICATION SHALL BE CONSISTENT WITH THE PLANMARKS SHOWN ON THE DRAWINGS WHERE AVAILABLE AND THE BAS SYSTEM USER INTERFACE. SEE DETAILS ON DRAWINGS REGARDING COLOR, SIZE, TEXT HEIGHT, ETC. 3. PLASTIC LAMINATE SIGNS AND LABELS ON OUTDOOR EQUIPMENT SHALL BE FIXED TO EQUIPMENT WITH STAINLESS STEEL OR ALUMINUM RIVETS OR STAINLESS STEEL OR PLATED SCREWS. 4. CLEAN EQUIPMENT AND PIPING PRIOR TO AFFIXING ADHESIVE TYPE LABELS AND SIGNS. PROJECT NOTES GENERAL: 1. INSTALL THE H.V.A.C. SYSTEM AS INDICATED IN ACCORDANCE WITH ALL STATE AND LOCAL CODES. 2. COORDINATE MILLWORK WITH OTHER TRADES. REWORK OF PIPING, DUCTWORK, EQUIPMENT LOCATION, CONDUIT, ETC. AS A RESULT OF POOR PLANNING. COORDINATION OR SCHEDULING SHALL BE THE RESPONSIBILITY OF THE INVOLVED CONTRACTORS. NOTIFY THE ARCHITECT/ENGINEER OF ANY CONFLICTS PRIOR TO START OF WORK. 3. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ANY FRAMING REVISIONS, EQUIPMENT LOCATIONS, ADDITION OF CONTROLS, ELECTRICAL CIRCUITING REVISIONS, ETC. THAT RESULT FROM USING EQUIPMENT OTHER THAN THOSE INDICATED ON THE DRAWINGS. APPROVAL OF THE SHOP DRAWINGS BY THE ARCHITECT/ENGINEER WILL NOT WAIVE THE CONTRACTOR OF THIS RESPONSIBILITY. 4. THE MECHANICAL CONTRACTOR SHALL HAVE THE FINAL RESPONSIBILITY FOR SYSTEM START UP, TRAINING, WARRANTY AND TURN OVER TO THE OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTRUCTING THE OWNER ON ANY ROUTINE MAINTENANCE REQUIRED DURING THE WARRANTY PERIOD. 5. ALL ITEMS INCLUDED ON THESE DRAWINGS AND THE SPECIFICATIONS SHALL BE INCLUDED IN THE CONTRACTORS BID. ANY ITEMS THAT ARE UNCLEAR OR FOUND TO BE INCORRECT BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER PRIOR TO THE BID DUE DATE. EXCLUSIONS OF WORK FROM THE BID ARE NOTACCEPTABLE. 6. ALL WORK INDICATED ON THE MECHANICAL DRAWINGS SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR UNLESS SPECIFICALLY NOTED OTHERWISE. 7. THE MECHANICAL CONTRACTOR SHALL PROVIDE ALL FIRESTOPPING FOR DUCT AND PIPE PENETRATIONS THAT PENETRATE FIRE RATED ASSEMBLIES. SEE ARCHITECTURAL DRAWINGS OR REFER TO THE OWNERS RECORD DRAWINGS FOR LOCATIONS OF FIRE RATED ASSEMBLIES. ALL FLOOR PENETRATIONS SHALL BE FIRESTOPPED AND SEALED WATER TIGHT WITH A FLEXIBLE SEALANT. INSTALL PER MFG. RECOMMENDATIONS. B. THE MECHANICAL CONTRACTOR SHALL COORDINATE ANY ROOF PATCHING FOR ANY MECHANICALROOF PENETRATIONSNOTSPECIFICALLYIDENTIFIED R THEARCHITECTURAL DRAWINGS. ALL PATCHING CONSISHALL TENT TWITH THE ROONERAL F CONTRACTORCURRENT R PERFORMED IN A MANNER CONSISTENT WITH THE ROOF SYSTEMS CURRENT WARRANTY REQUIREMENTS AND MANUFACTURERS RECOMMENDATIONS. 9. THE MECHANICAL CONTRACTOR SHALL NOT PERFORM ANY WELDING OR TORCH CUTTING OPERATIONS WITHIN THE OCCUPIED BUILDING WITHOUT OBTAINING PERMISSION OR A BURN PERMIT FROM THE OWNER. DUCTWORK -GENERAL: 1. ALL DUCTWORK SHALL BE CONSTRUCTED, INSTALLED AND SUPPORTED PER THE LATEST VERSION OF THE S.M.A.C.N.A. RV.A.C. DUCT CONSTRUCTION STANDARDS. UNLESS SPECIFIED MORE STRINGENTLY IN THESE CONSTRUCTION DOCUMENTS. 2. COORDINATION OF DUCT SYSTEM INSTALLATION WITH OTHER TRADES SHALL BE PERFORMED PRIOR TO THE FABRICATION OF ANY DUCTWORK. VERIFY DUCT CLEARANCES PRIOR TO FABRICATION. NOTIFY THE ARCHITECT/ENGINEER OF ANY CONFLICTS THAT REQUIRE DIMENSIONAL CHANGES OR REQUIRE MAJOR RELOCATION OF DUCTWORK. 3. ALL DUCTWORK SHALL BE SUPPORTED FROM ROOF OR FLOOR STRUCTURE ABOVE. DUCTWORK SHALL NOT LAY ON TOP OF CEILING OR LIGHT FIXTURES. 4. ALL DUCTWORK SIZES SHOWN ARE EXTERNAL DIMENSIONS. ALLOWANCE HAS BEEN MADE FOR 1"DUCTLINER WHERE AND IF REQUIRED. 5. RECTANGULAR DUCTWORK SHALL BE SUPPORTED PER THE S.M.A.C.N.A. STANDARDS AND AT EACH CHANGE IN DIRECTION. EQUIPMENT - GENERAL 1. THE HN A.C. EQUIPMENT AND SYSTEM SHALL NOT BE USED TO DURING CONSTRUCTION. THE WARRANTY PERIOD SHALL NOT BEGIN UNTIL SUBSTANTIAL COMPLETION. THE CONTRACTOR SHALL EXTEND THE EQUIPMENT WARRANTY PERIOD AS NECESSARY WHEN EQUIPMENT IS USED AFTER INITIAL START UP AND PRIOR TO SUBSTANTIAL COMPLETION. MECHANICAL SHEET LIST SHEET NUMBER SHEET NAME M3-001 HVAC LEGEND AND NOTES M3-101 HVAC FIRST AND SECOND FLOOR PLAN M3-102 HVAC THIRD AND FOURTH FLOOR PLAN M3-103 HVAC ROOF PLAN M3401 HVAC TYPICAL ENLARGED PLANS M3-501 HVAC DETAILS M3-601 HVAC SCHEDULES WOULPERT RRCHITECTUREj N41NEERIN4l4EQYRTIRL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 07 E moll Its] in n No PElIM47 STATE OF E CL O U J•� J U c a O c � � m > M sum €� Q t0 � `o f 1 1 VVW// 0 c o Q ep L - d d LO U m GU Q Issuances: Rev DEseRI"M DRTE 0 Issued For Building 3 Review 10/12/18 1 Issued For Building 3 Permit 06/10/19 Prom. No.: 074904 Date: 06/10/19 Sheet Name: HVAC LEGEND AND NOTES DATE: 10/31/19 1 2 3 0 5 7 E I) N RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and meal Codes City of Cannel SECOND FLOOR PLAN - HVAC NORTH FLOOR PLAN - HVAC 0 DRAWING NOTES 1 EXTEND CONDENSATE (FULL SIZE) TO JANITOR'S SINK. PROVIDE CLEANOUT AT ALL 900 ELBOWS, PIPING TO RUN ALONG WALL. 2 PROVIDE 5KW CABINET HEATER. INSTALL PER MANUFACTURER'S RECOMMENDATIONS, SEE SCHEDULE. 3 PROVIDE MINIMUM 12" BASE SUPPORT TO ALLOW CONDENSATE TO DRAIN TO JANITOR'S SINK. EXTEND CONDENSATE DRAIN (FULL SIZE) TO JANITOR'S SINK. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 4 PROVIDE CLEAR LOCKABLE BOX FOR 5 ROUTE REFRIGERANT PIPING UP THROUGH CLOSET TO PIPE ROOF ASSEMBLY AND CONDENSING UNIT ON THE ROOF PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE OFFSETS WHEN NECESSARY. .6 EXTEND 2" PVC EXHAUST VENT IN WALL FROM RINNAI TANKLESS WATER HEATER TO ROOF AND TERMINATE WITH VERTICAL TERMINATION KIT. INSTALL PER - MANUFACTURER'S RECOMMENDATIONS. .7 EXTEND 2" PVC COMBUSTION AIR PIPE FROM - RINNAI TANKLESS WATER HEATER TO LOW PROFILE WALL TERMINATION KIT. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. �n 1 2 KEY PLAN NORTH 1k1/ W®®LPE CST IRCRITEETYREjINGINEERINGICEMATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E W wo in OL O E U Q Issuances: REv DEscanmoN MTe 0 Issued For Building 3 Review 10/12/18 1 Issued For Building 3 Permit 06/10/19 2 ASI#10 09/11/19 Prom. No.: 074904 Date: 06/10/19 A Sheet Name: HVAC FIRST AND SECOND FLOOR PLAN DATE: 10/31/19 1 /8" = 1'-0" M3=101 1 2 3 0 5 0 7 E I) N 2 a. rn N RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Cannel FOURTH FLOOR PLAN - HVAC 1/8" = 1'-0" 1/8" = 1'-0" DRAWING NOTES 1 EXTEND CONDENSATE (FULL SIZE) TO JANITOR'S SINK. PROVIDE CLEANOUT AT ALL 900 ELBOWS, PIPING TO RUN ALONG WALL. 2 OUTSIDE AIR VENTILATION DUCT. PROVIDE 24V AUTOMATIC DAMPER INTERLOCKED TO UNIT FAN. BALANCE TO AIRFLOW INDICATED. PROVIDE FIREISMOKE DAMPER AT FLOOR PENETRATION. 3 PROVIDE MINIMUM 12" BASE SUPPORT TO ALLOW CONDENSATE TO DRAIN TO JANITOR'S SINK. EXTEND CONDENSATE DRAIN (FULL SIZE) TO JANITOR'S SINK. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 4 PROVIDE CLEAR LOCKABLE BOX FOR 5 ROUTE REFRIGERANT PIPING UP THROUGH CLOSET TO PIPE ROOF ASSEMBLY AND CONDENSING UNIT ON THE ROOF PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE OFFSETS WHEN NECESSARY. 6 EXTEND 2" PVC EXHAUST VENT IN WALL FROM RINNAI TANKLESS WATER HEATER TO ROOF AND TERMINATE WITH VERTICAL TERMINATION KIT. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 7 EXTEND 2" PVC COMBUSTION AIR PIPE FROM RINNAI TANKLESS WATER HEATER TO LOW PROFILE WALL TERMINATION KIT. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 8 2" PVC VENT IN WALL FROM GAS FIRED WATER HEATER BELOW. s_f 1 2 NORTH KEY PLAN 1k1/ WO®LPE CST IRCRITEETYREjINGINEERINGICEMATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E W we, in Q 0 U � .J �^1 W � U F (n o � €Qum Q my U `o c � W � m co o c U m �" �U Q Issuances: REV DacanmoN MTe 0 Issued For Building 3 Review 10/12/18 1 Issued For Building 3 Permit 06/10/19 2 ASI#10 09/11/19 Prom. No.: 074904 Date: 06/10/19 Sheet Name: HVAC THIRD AND FOURTH FLOOR PLAN DATE: 10/31/19 M3=102 2 3 n 5 6 1 7 1 8 1 9 N a N O RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes \ City of Cannel (} UNITS B3-At (CORNER) REFRIGERANT PIPING ,( 7 CU-1 l `3 E, CU-1 TYP 3 2 1 UNITS B3-Ai (EMENDED) REFRIGERANT PIPING 7 II • CU-1 • CU-1 CU-1 1 2 3 TYP CU-1 CU-1 CU-1 ®i ®i • CU-1 CU-1 • NITS C6717B3-A1 U-1UNITS B3-A1 (CORN1JT REFRIGERANT PIPINGER) Q REFRIGERANT PIPING 2 UNITS B3-B1 REFRIGERANT PIPIN/� '^) CU-3 • � v CU-3 CU-3 TYP 3 2 1 CU-1 CU-1 AHU-5 CORRIDOR UNITS REFRIGERANT CU-1 ®i ®i CU-1 PIPING 4LINITS CUCU-1 CU-1UNITS B3-A1 (CORNER) 63-A1(W/LONG D REFRIGERANT PIPING 2 Q2 REFRIGERANT PIPING I CU-5 HP-1 UNITS 63-Ai 2� REFRIGERANT PIPING CU-1 CU-1 CU-1 TYP 3 2 1 2 3 TVP CU-3 •• CU-3 �.-r\ IGRV-T / {A•J CU-3 n ROOF PLAN - HVAC uNORTH 1 118" = 1'_0" UNITS B3-B1 REFRIGERANT PIPING W UNITS 33-131 REFRIGERANT PIPPING TYP CU� / CU-3 CU-3 UNITS B3-A3 REFRIGERANT B3 CU4 E CU-0 • El CU-4 TYP 3 2 1 O DRAWING NOTES 1 ROUTE REFRIGERANT PIPING TO INDOOR UNITS PER MANUFACTURER'S RECOMMENDATIONS. 2 CONDENSING UNIT MOUNTED ON EQUIPMENT SUPPORT RAIL. REFER TO DETAIL #11 ON SHEET M-501. 3 PROVIDE PIPE CURB ASSEMBLY FOR ROUTING CONDENSING UNIT PIPING THROUGH ROOF. PROVIDE PIPE CURB FOR EACH CLUSTER OF CONDENSING UNITS. SEE DETAIL #6, SHEET M501 4 VENTILATION AIR DUCT THROUGH ROOF. TERMINATE WITH WEATHER HOOD WITH BIRDSCREEN. 5 PROVIDE SPLIT SYSTEM FOR HOISTWAY CONDITIONING. INDOOR UNIT SHALL BE WALL MOUNTED WITHIN HOISTWAY. LOCATION SHALL BE FIELD COORDINATED TO NOT OBSTRUCT ANY ELEVATOR CLEARANCES OR REQUIREMENTS. 6 PROVIDE VENTILATOR (WITH A MOTORIZED LOW LEAKAGE DAMPER) ON ROOF OF ELEVATOR SHAFT. THE DAMPER WILL FAIL "OPEN" (DUE TO LOSS OF POWER) AND WILL BE TIED INTO THE FIRE ALARM SYSTEM. FIRE OR SMOKE WILL OPEN THE DAMPER AND t\T E I L SSE .. 7 RINNAI TANKLESS WATER HEATER VERTICAL TERMINATION KIT FOR EACH HEATER. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 1k1/ WOULPERT IRCRITEETYREjINGINEERIN616EMATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E IND Le" r] U J J W OL 0 U) 0 a. Q Issuances: MEN DEscanmoN MTe 0 Issued For Building 3 Review 10/12/18 1 Issued For Building 3Permit 06/10/19 2 ASI#10 09/11/19 Prom. No.: 074904 Date: 06/10/19 1 2 A Sheet Name: HVAC ROOF PLAN NORTH KEY PLAN M3=103 DATE: 10/31/19 1 I 2 I 3 I 4 I 5 1 6 1 7 I 8 1 9 N m Ill J a U W O1 n m 0 a of U 00 00 a O UNIT 133-A1 - ONE BEDROOM 1/4" = 1'-0" MR, Z CL AHU-1 m J T 1 1 LIVING / $_ 0 KITCHEN 0 IBEDROOMI A-174" A-12"x6" — 180 CFM 190 CFM O A42"x6" ryP' 230 CFM UNIT 133-A1 - ONE BEDROOM EXTENDED 1/4" =1'-0" BEDROO A-12"x6" 230 CFM 10'Rm' LIVING / KITCHEN MECH A-12"x6" 230 CFM DEVICE RUNOUT SIZE SIZE AIRFLOW RANGE 6" 0-80 e" 81-175 10" 176-300 12" 30"00 GENERAL NOTES: A DUCT RUNOUT SEE SHALL BE AS LISTED UNLESS NOTED OTHERWISE. O UNIT 133-A1 - ONE BEDROOM -TYPE A 1 /4" = 1'-0" O DRAWING NOTES 1 ROUTE 3/4" CONDENSATE DIRECTLY TO FLOOR DRAIN IN CLOSET. 2 PROVIDE RADIATION DAMPER AT ALL SUPPLY DIFFUSER LOCATIONS. ROUTE FLEX FROM UNIT PLENUM TO AIR DEVICE. (TYP.) 3 EXHAUST FAN TO DISCHARGE OUT OF WALL LOUVER. PROVIDE GRAVITY BACKDRAFT DAMPER. REFER TO ARCHITECTURAL ELEVATIONS FOR EXACT LOCATION. 4 PROVIDE AND INSTALL RETURN AIR GRILLE LOCATED ABOVE MECHANICAL CLOSET DOOR. 5 ROUTE REFRIGERANT PIPING UP THROUGH CLOSET TO PIPE ROOF ASSEMBLY AND CONDENSING UNIT ON THE ROOF PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE OFFSETS WHEN NECESSARY. 6 DRYER TO DISCHARGE OUT OF DRYER WALL VENT. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. REFER TO ARCHITECTURAL ELEVATIONS FOR EXACT LOCATION. 8 EXTEND 2" PVC EXHAUST VENT IN WALL FROM RINNAI TANKLESS WATER HEATER TO ROOF AND TERMINATE WITH VERTICAL TERMINATION KIT. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 9 EXTEND 2" PVC COMBUSTION AIR PIPE FROM RINNAI ZL TANKLESS WATER HEATER TO LOW PROFILE WALL TERMINATION KIT. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 175 CFM 4 II 185CA-12M 175 CFM � A-12"x6" { 185 CFM 230 CFM /j LIVING / LBEROOM KITCHEN A-12"x6" 180 CFM AHU-3 ffn A-12"x6" 230 CFM CL ® W MECH � WIC F /r� y ` 0 C L A ] FEE %1# WO®LPE RT IRCRITECTYREjENGINEERIN6l6EMATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E rJ W D CLim _O Q) 0 U � C J '- J W � U � O o > m ova Q my c W `om co o c B m -U Q Issuances: REV nEsewnmoN MTe 0 Issued For Building 3 Review 10/12/18 1 Issued For Building 3 Permit 06/10/19 2 ASI#10 09/11/19 Prom. No.: 074904 Date: 06/10/19 A Sheet Name: HVAC TYPICAL ENLARGED PLANS RELEASED FOR CONSTRUCTION ENE BEDROOM W/LONG DEN Subject to compliance with all regulations of State and Local Codes City of Cannel DATE: 10/31/19 n UNIT B3-A3 - ONE BEDROOM U 1/4"=110" n UNIT 63-61 - TWO BEDROOM U 1 /4" = 1'-Clop 1Ti E*M [G 1 2 3 4 5 6 7 8 9 N W a: m D a L) U W M C m cD O rn a C 00 Of E U a rn a WEIGHTED BACK -DRAFT DAMP FOR AIR RELIEF GRILLE (REFER TO PL FOR SIZE AND TYPE) SHEET METAL SLEEVI AIR RELIEF DETAIL NTS SUPPLY, RETUW EXHAUST DUCT BREAK -AWAY DUCT CONNECTI GALV. STEEL SLEEVE M VALL LOUVER. SEAL ALL ,ROUND WITH SILICONE. EXTERIOR WALL ACCESS PANEL WITH LATCHES. PANEL SHALL BE RATED FOR STATIC PRESSURE OF DUCT SYSTEM. PROVIDE INSULATED ACCESS PANELS FOR INSULATED OR LINED DUCT SYSTEMS. r;[HalliHxHA4I[•91gq�a19E]i•� 165 DEGREE FUSIBLE LINK 1.5'X1.5'X1/8' STEELANGLE BOLTED TO SLEEVE. GAUGE TO MATCH DUCT FLOOR SLAB SYSTEM. 24 GAUGE MINIMUM. ULCLASSIFIED 1-1/2 HOUR 20 GAUGE GALV. STEEL FRAME FIRE DAMPER FOR STATIC SYSTEMS n HORIZONTAL FIRE/SMOKE DAMPER DETAIL U NTS OKEYED NOTES: 1. SIDEWALL EXHAUST FAN WITH GRILLE 2. STUD WALL 3. OUTLET FLANGE 4. BACKDRAFT OR MOTOR OPERATED DAMPER (SEE SCHEDULE SPECS) 5. 4' METAL EXHAUST DUCT UP INTO CEILING SPACE AND OUT SIDEWALL WITH LOUVER. SIDEWALL EXHAUST FAN NTS 0 n F-1 V DOG HOUSE FOR REFRIGERANT PIING NITS CEILING SLEEVE: MINIMU GAUGE FOR DAMPERS NI EXCEEDING 24'X24- 16 G/ FOR LARGER SIZES NOTE CONNECT SLEEVE TO DIFFU COLLAR ALL SIDES OF DEVIL AS REQUIRED BY U.L. LABEL LES 1-1/2' X 1-1/2' X 1/8- MUM; FASTENED TO SLEEVE AS UIRED BY U.L. LABEL; ANGLES TO RLAP MASONRY OPENING MINIMUM 1' )AMPER ED CEILING TION CEILING/AIR DEVICE MOUNTED FIRE DAMPER DETAIL NTS KEYED NOTES: 1. 2' x 4' TREATED NAILER 2. ANCHOR TO DECK 3. 1' LINED 4. OPENING THRU ROOF. SIZE BASED ON PIPING INSTALLATION REQUIREMENTS. 5. DOUBLE WALL V2' INSULATED CAP 6. 20 GAUGE GALV. SHEET METAL. 7. CANT REQUIRED FOR BUILT-UP ROOFING. DELETE CANT FOR ANY NON BUILT-UP ROOFING SYSTEM AND FLASH TO BELOW CURB CAP. 8. SECURE CAP TO BASE WITH 1 SCREW PER SIDE. 9. 24 GAUGE GALV. SHEET METAL THIMBLE FOR PIPE PASSAGE CAULK THIMBLE AT DOG HOUSE AND AT PIPE PENETRATION. REFER TO STR I'^T"�^' DRAWINGS FOF FASTEN WITH MASONRVANC EXHAUSTFAN FAN ENCLOSURE PREMANUFACTURED (ALUMINUM PAINTED GALVANIZED STEEL) HOOD ALUMINUM BACKDRAFT DAMPER WITH COUNTER BALANCE WALL LOUVER SIMILAR TO RUSKIN ELF3750. REFER TO SPECIFICATIONS. SHEET METAL SLEEVE EXTERIOR WALL EXHAUST FAN WITH LOUVER DETAIL NTS 14' HIGH 18 GAUGE BIRD SCREEN GALVANIZED STEEL WELDED CURB FILL GAPS WITH ~ ~��� ~ EXPANDABLE FOAM GRAVITY BACKDRAFT SEALANT DAMPER WITH BLADE SEALS, SHAFT SEALS DISCHARGE DUCT AND COUNTER BALANCE n ROOF MOUNTED EXHAUST HOOD U NTS GALVANIZED STEEL SLEEVE. METAL GAUGE TO MATCH DUCT NOTE: MECHANICAL CONTRACTOR TO COORDINATE SYSTEM. 24 GAUGE MINIMUM. VTR EXACT TRUSS LOCATION AND/OR TRUSS QUANTITY WITH TRUSS SUPPLIER. SUPPLY AIR PLENUM ON TOP OF HVAC UNIT TO EXTEND UP INTO TRUSS SPACE, NO TRUSSES TO BE LOCATED ABOVE SUPPLYAIR 1.5' X 1.5' X 1/8' STEEL ANGLE BOLTED TO SLEEVE PLENUM. 24GAGE BI-ADE GALVANIZED BREAK -AWAY DUCTCONNECTION STEEL BLADES �jl���////// FUSIBLE LINK 20 GAUGE STEEL BLADES J �• ACCESS PANEL WITH LATCHES. PANEL SHALL BE RATED FOR STATIC PRESSURE ULCLASSIFIED 1-1/2 HOUR FIRE OF DUCT SYSTEM. PROVIDE INSULATED DAMPER FOR STATIC SYSTEMS ACCESS PANELS FOR INSULATED OR LINED DUCT SYSTEMS. 2 HOUR FIRE RATED PARTITION. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS. T YPE B VERTICAL FIRE DAMPER DETAIL NTS BRAMEC 4007BLK SCRE WUP FOOT AT EA. CORNER, INVERTED AND FASTENED TO UNIT DIVERSITECH MP4C ANTI -VIBRATION PADS ADHERED TO BOTTOM OF FOOT TPO SLIP SHEET PROTECTION LAYER AT EA. SUPPORT .060 TPO FULLY ADHERED MEMBRANE ROOFING OVER 1/2' FIBER BD. OVER 314' COX PLYWOOD SHEATHING ON ENGINEERED WOOD TRUSS CONSTRUCTION NOTE:' ROOF DECK A. CONDENSING UNITS MUST BE ANCHORED TO ROOF TO RESIST WIND FORCES -ANCHORAGE SHALL BE COORDINATED AND SPECIFIED BY MECH. CONTRACTOR AND EQUIPMENT SUPPLIER. RELEASED FOR CONSTRUCTION UPPORT RAIL Subject to compliance with all regulations of State and Local Codes City of Canned DATE: 10/31/19 ENT OR INTAKE ESS STEEL BAND CLAMP ILE RUBBER OR RENE BOOT ILE SEALANT LES VENT THRU ROOF DETAIL NTS 12' FLEX DUCT 16' SUPPLY AIR PLENUM 2' PVC EXHAUST IN WALL W W 2 CLOSET WALL 2' PVC INTAKE, SEE PLAN AND SCHEDULE — A -COIL (SEE SCHEDUL w 14'x21'x22'T RINNAI BLOWER NO (SEE SCHEDULE) U SIDE W FILTER RACK a mJ14mx22mx34mT z �W oWCLOSET WALL w z 2 T m 1 o a } INNAI HEATER (SEE SCHEDULE) 18.5"x26.4"xll.4' I N 12' CLEARANCE MECHANICAL CLOSET SECTION NTS A PLENUM REFRIGERANT LINES TO CONDENSING UNIT RINNAI HVDRONIC AIR HANDLER — 6. FLOW CHECK VALVE (IFC) BLOWER ASSEMBLY — FLEXIBLE DUCT. MAXIMUM LENGTH T-0'. MINIMIZE ABRUPT OR SHORT RADIUS TURNS.(TENANT ROOMS EXEMPT FROM MAX LENGTH REQUIREMENT) ICI STRAP HANGERS(TYP) PROVIDE INSULATED ROUND PIPE WHERE ENTIRE RUNOUT EXCEEDS 5'-0' IN LENGTH. SEE DUCT SCHEDULE ON DRAWINGS FOR INSULATION TYPE AND THICKNESS. VOLUME DAMPER W ITH LOCKING QUADRANT AND POSITION MAIN DUCT INDICATOR DUCT COLLAR SEALCON14ECTION BETWEEN THE DUCT COLLAR AND THE DUCTWORK CEILING MOUNTED ACCESSIBLE CEILING AIR DEVICE NOTE: 1. SEAL ENDS OF FLEXIBLE DUCT WITH TAPE AND SEAL JOINTS BETWEEN THE DUCT COLLAR AND THE MAIN DUCT. 2. DAMPER QUADRANT SHALL PENETRATE THE INSULATION AND SUFFICIENT SPACE SHALL BE ALLOWED FOR OPERATION. SUPPLY OR EXHAUST RUNOUT DETAIL NITS EVAPORATOR COIL HVDRONIC HEATING COIL AIR SEPARATOR FLOW SENSOR CONTROLBOX II114VA1wIalC11 VALVE STUBS FROM TANKLESS WATER HEATER BY P.C. PLUMBING EXPANSION TANK NOTE: ALL PIPING TO BE POTABLE GRADE COPPER PIPING AND BRASS APPURTENANCES ONLY. TYPICAL PIPING ARRANGEMENT FOR DIRECT SPACE HEATING ANTS WOOLPERT ARCNITECTNREIENCINEERINCICEMATI1L 7635 Interactive Way Suite 100 C Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E V� D Ll nO W Q E U C J J � Of y ��VVVAIIJJJ111 U U c nl OOc 0 m M (Y] Q my ^^,, U c N W C �° 0C F L y N U m B �U L Issuances: Raw DRIM moN DATE 0 Issued For Building 3 Review 10/12/18 1 Issued For Building 3 Permit 06/10/19 2 ASI #10 09/11/19 Prom. No.: 074904 Date: 06/10/19 A Sheet Name: HVAC DETAILS M3=501 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 E c6 m D a S U w M Do c 0 tl] cD W Ott C Do K E U a. 2 Dim N � E RELEASED FOR CONSTRUCTION QNTKBgp -'N Subject to compliance with all regulations _ at State and meal Codes City of Carried (} �VTI�\Dncklo>'7.>L • DATE: 10/31/19 DUCTWORK CONSTRUCTION SCHEDULE PRESS. SEAL LEAKAGE LINER INSULATION DUCT SYSTEM SHAPE CLASS MATERIAL NOTES THK. TYPE D THK. TYPE D JACKET W.G. CLASS CLASS EXHAUSTAIR RECT/RND -1" A 6/3 GS 1" PFL - - - - - RETURN AIR RECT -1" B 12/3 GS 1" PFL - - - - - SUPPLY AIR RECT/RND +2" B 12/3 GS 1" PFL - - - - - OUTSIDE AIR RECT/RND -1" B 12/3 GS 1" PFL - - - - - SUPPLY AIR DEVICE RUNOUT RND +1" - - IFD - - - - - - - 2 GENERAL NOTES: SCHEDULE NOTES: ABBREVIATIONS: A ALL INTERIOR CONCEALED SUPPLYAND RETURN 1 DUCTWORK WITHIN 15 FT OF ROOFTOP UNIT AIFD ACOUSTICAL INSULATED FLEX -DUCT DUCTWORK NOT SPECIFICALLY LISTED ABOVE SHALL BE INTERNALLY LINED. ALUM ALUMINUM SHALL BE INSULATED WITH I.5"FIBERGLASS ABA ADHESIVE BACKED ALUMINUM WRAP WITH FOIL FACED JACKET. 2 ROUND RUNOUTS TO AIR DEVICES SHALL BE ASJ ALL SERVICE JACKET EXTERNALLY INSULATED. CS CARBON STEEL B ALL PAINTING BY GENERAL CONTRACTOR. D DENSITY (PCF) 3 EXPOSED DOUBLEWALL ROUND DUCT SHALL HAVE DWIR DOUBLEWALL INSULATED ROUND C DUCTWORK DIMENSIONS SHOWN ON PLANS ARE 1" INTERNAL INSULATION. PROVIDE PAINT -GRIP ETPS EXTRUDED POLYSTYRENE INSIDE CLEAR. FINISH. DUCT SHALL BE PRIMED PAINTED. FINAL FB FIBERGLASS BOARD PAINT BY GENERAL CONTRACTOR. FFJ FOIL FACED JACKET FGW FIBERGLASSWRAP 4 PROVIDE INSULATION FOR DUCTWORK WITHIN 10' FPW FIRE WRAP FT OF AUTOMATIC DAMPER. GS GALVANIZED STEEL GSSP GALVANIZED STEEL SPIRAL PIPE IFD INSULATED FLEXIBLE DUCT MIFF MATT FACED FIBERGLASS PFL PREFORMED LINER PGGS PAINTGRIP GALVANIZED STEEL PVCGS PVC COATED GALVANIZED STEEL RECT RECTANGULAR RND ROUND SS STAINLESS STEEL TH THICKNESS UFD UNISULATED FLEXIBLE DUCT GRAVITY VENTILATOR SCHEDULE PLAN MARK SERVICE MFR MODEL TYPE CFM PRESS. DROP IN W.C. DIMENSIONS APPROX. ROOF OPENING NOTES DIA. HEIGHT GRV-1 INTAKE GREENHECK GRSI SPUNALUMINUM 425 0.125" 29" 10" 22922" 1 GRV-2 ELEVATOR GREENHECK GRS-30 SPUNALUMINUM 2,500 0.08" 48" 10" 30N30" 2 NOTES: 1 PROVIDE WITH GRAVITY BACKDRAFT DAMPER AND I4"MOUNTING CURB. 2 PROVIDE WITH LOW LEAKAGE DAMPER. SPLIT SYSTEM HEATING AND COOLING UNIT SCHEDULE INDOOR UNIT OUTDOOR UNIT PLAN MODEL NO. MARK AREA MFR REFRIG. ELECTRIC ELEC. COOLING COOL. HEAT. MIN. ELECTRIC NOTES SERVED CFM TYPE HEAT CAMBHITY MBH MBH SEER INDOOR OUTDOOR V/P MOCP V/P MCA HP-1/AC-1 HOISWAV MITSUBISHI MSZ-GL MUZ-GL 400 410A 208/1 - - 12.0 12.0 9.5 18.0 208/1 12 1,2,3,4,5 GENERAL NOTES: A OUTDOOR UNIT COOLING CAPACITY IS BASED ON 95 DEG F AMBIENT B OUTDOOR UNIT HEATING CAPACITY BASED ON 17 DEG F AMBIENT. NOTES: 1 AIRFLOW DELIVERY BASED UPON HIGH FAN SETTING. 2 POWER AND CONTROLWIRING FOR INDOOR UNIT COMES FROM OUTDOOR UNIT. REFER TO MANUFACTURER WIRING DIAGRAM. WIRING BY E.C. 3 DISCONNECT SWITCH AND WIRING BY EC. 4 PROVIDE WALL MOUNTED, WIRED THERMOSTAT. 5 PROVIDE WITH CONDENSATE PUMP AND DRAIN PAN SENSOR TO SHUT UNIT OFF TO PREVENT OVERFLOW. r2 EQUIPMENT SCHEDULE SCHEDULE NOTES: z 1. PROVIDE ROUGH -IN. Z Z 2. INSTALL ALL"LOOSE"COMPONENTS. " " ¢ Oc rc GO 3. PROVIDE ALL NECESSARY SUPPLIES, STOPS, TRAPS, & ALL INDIRECT WASTE. `" O w¢ w o y 4. MAKE ALL FINAL CONNECTIONS. = = D. w w ¢ w 3 3 3 o a o o rc = m Q DESCRIPTION U 2 2 z 3 b H ¢ o GWH1 TANKLESS GAS WATER HEATER, RINNAI MODEL RU130i, 130 MBH INPUT, 7 GPM MAX FLOW RATE. SET WATER HEATER TO DELIVER 140OF TEMP. EXTEND T&P VALVE DISCHARGE TO 3/4" 3/4" 1/2" ' 1,2,3 FLOOR DRAIN FOR INDIRECT DISCHARGE. GWH2 TANKLESS GAS WATER HEATER, RINNAI MODEL RU160i, 160 MBH INPUT, 9 GPM MAX FLOW RATE. SET WATER HEATER TO DELIVER 140OF TEMP. EXTEND T&P VALVE DISCHARGE TO 3/4" 3/4" 1/2" 1,2,3,4,5 FLOOR DRAIN FOR INDIRECT DISCHARGE. EQUIPMENT SCHEDULE NOTES: 1. EXTEND 2' PVC INTAKE FROM WATER HEATER TO EXTERIOR WALL. COORDINATE WITH OTHER TRADES. PROVIDE WALL TERMINATION KIT. 2. EXTEND 2' PVC EXHAUST FROM WATER HEATER TO ROOF. COORDINATE WITH OTHER TRADES. PROVIDE VERTICAL TERMINATION KIT. 3. INTERLOCK WITH RINNAI HVDRONIC AIR HANDLER. 4. OWNER OPTION TO SUBSTITUTE MODEL RU1301. VERIFY WITH OWNER IF OPTIONAL UNIT SIZE TO BE INSTALLED. 5. INSTALL 2" PVC COMBUSTION AIR AS REQUIRED BY RINNAI. IF APPROVED BY MANUFACTURER, ROOM AIR OPTION FOR COMBUSTION AIR TO BE INSTALLED. PROVIDE LOW RETURN AIR GRILLE AS REQUIRED BY MANUFACTURER FOR ROOM AIR COMBUSTION. AIR HANDLING UNIT SCHEDULE SUPPLYFAN COOLING COIL HOT WATER HEAT MIN. CFM ESP ("C) MOTOR TOTAL (MBH) (MBH SENS.t454 M EWT ,F LWT ,F WEIGHT MARK AREA SERVED MANUFACTURER MODEL OA CFM NOTES P P VFD AHU-1 APARTMENT UNIT RINNAI 37AHAO4508 650 .5 1/3 110/1 NO 18 13.4 5 130 110 107 1, 2, 4, 5 AHU-2 APARTMENT UNIT RINNAI 37AHAO4512 835 .5 1/3 110/1 NO 24 17.0 5 130 110 107 1, 2, 4, 5 AHU-3 APARTMENT UNIT RINNAI 37AHAO4514 1100 .5 1/ 110/1 NO 30 21.3 5 130 110 107 1,2,4,5 AHU4 APARTMENT UNIT RINNAI 37AHAO4516 1600 .5 1/3 110/1 NO 36 25.3 5 130 110 107 1,2,4,5 AHUL CORRIDOR RINNAI 37AHA04512 1375 .5 1/311N1 NO 36 253 5 130 110 107 - 2, 3, 4,5 GENERAL NOTES: /2\ A2 NOTES: 1. UNITTO BE MOUNTED ABOVE WATER HEATER. SUPPORT FRAME BY THIS CONTRACTOR. R LEVEL SWITCH TO TURN UNIT OFF TO PREVENT OVERFLOW. 3. PROVIDE 12" HIGH BASE SUPPORT. 4. INTEGRAL HOT WATER PUMP. 5. PROVIDE SIDE FILTER RACK AND FILTER. ELECTRIC HEATER SCHEDULE PLAN MARK AREA SERVED MFR MODEL TYPE CFM KW ELECTRICAL DIMENSIONS NOTES V/PH MCA WIDTH FHEIGHT DEPTH RECESS EH-1 ENTRVS MARKEL 3320SERIES WALLHEATER 1 175 1 4.8 208/1 1 24 1 16" 21" 4" 3" 1 NOTES: 1 PROVIDE WITH DISCONNECT SWITCH, FAN DELAY CIRCUIT, AUTOMATIC RESET THERMAL LIMIT AND TAMPERPROOF THERMOSTAT. AIR-COOLED CONDENSING UNIT SCHEDULE PLAN MARK ASSOCIATED INDOOR UNIT MFR MODEL COOLING CAPACITY CONDENSER UNIT SEER REFRIG. ELECTRICAL NOTES SENS. (MBH) TOTAL (MBH) AMB. TEMP (OF) #OF FANS HP EA V/PH MCA MOCP CUA AHU-1 GOODMAN 7sX74 13.4 18 95 1 1/8 14 R-41 DA 208/1 9.1 15 1 CU-2 AHU-2 GOODMAN GSX14 17.0 24 95 1 1/8 14 R-41 DA 208/1 10.3 15 1 CU-3 AHU-3 GOODMAN GSX14 21.3 30 95 1 1/6 14 R-41 DA 208/1 17 25 1 CU4 AHU4 GOODMAN GSX14 25.3 36 95 1 1/6 14 R-41 DA 208/1 18.6 30 1 CU-5 AHU-5 GOODMAN GSX14 13.4 18 95 1 1/8 14 R-41 DA 208/1 9.1 15 1 NOTES: 1. P ROVIDE WITH EQU IPME NT MOUNTING LEGS FOR ATTACHM ENT TO REQUIREME NT SU PPORT RAIL DIFFUSER, REGISTER, AND GRILLE SCHEDULE MARK DESCRIPTION BASIS OF DESIGN MANUF. MODEL MOUNTING FINISH MATERIAL ACCESSORIES NOTES A STAMPED SUPPLY GRILLE HART B COOLEY 682 SURFACE WHITE STEEL - 2 B STAMPED RETURN GRILLE HART 8 COOLEY 672 SURFACE WHITE STEEL 2 C SQ. FACE SUPPLY DIFFUSER PRICE BCD SURFACE WHITE STEEL OPP. BUD. DMPR 1,2 D EGGCRATE RETURN GRILLE PRICE 80 SURFACE WHITE STEEL OPP. BUD. DMPR 2 NOTES: 1. AIR DEVICE SHALL BE CAPABLE OF BEING BALANCED THROUGH FACE OF DEVICE. 2. AIR DEVICE SHALL BE PROVIDED WITH RADIATION TYPE FIRE DAMPER FAN SCHEDULE PLAN ELECTRICAL MARK TYPE MANUFACTURER MODEL CFM (ESP) DRIVE BONES NOTES WATTS VOLT PHASE EF-1 WALL MOUNTED GREENHECK SP-1_80 1 50 1 .5 1 DIRECT 1 1.3 26.8 120 1 1,2,3,4 NOTES: 1. PROVIDE INTEGRALGRAVITYBACKDRAFT DAMPER 2. PROVIDE INTEGRAL DISCONNECT SWITCH. 3. PROVIDE WITH SOLID STATE SPEED CONTROLLER TO ALLOW AIRFLOW OUTPUT ADJUSTMENT. 4. FAN TO OPERATE BY LIGHT SWITCH, COORDINATE WITH E.C. 1k1/ WO®LPE CST IRCRITEETYREj NGINEERINGI6EMATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E W D E OL _0 W _ W 0 E U � C J '- J W K rUn m O O c li m rNi 0 co �p Q my 0 � c W � `o m co o c U m B so Q Issuances: REV DEacREmGN MTe 0 Issued For Building 3 Review 10/12/18 1 Issued For Building 3 Permit 66/10/19 2 ASI#10 09/11/19 Prom. No.: 074904 Date: 06/10/19 A Sheet Name: HVAC SCHEDULES _ M 3=601 a `a 3 E! A n a N M R GENERAL LIGHTING/POWER NOTES GENERAL PROJECT NOTES ABBREVIATIONS ELECTRICAL LEGEND A AMPS KW KILOWATTS AFF ABOVE FINISHED FLOOR LGTG LIGHTING 1. LIGHT FIXTURES DESIGNATED AS"NIGHT LIGHTS"SHALL BE ON UNSWITCHED CIRCUIT, UNLESS NOTED. 1. WORK SHALL BE DONE IN ACCORDANCE WITH LOCAL, STATE OF INDIANA, 2008 NEC AND NATIONAL CODES, RECOMMENDATIONS, REGULATIONS, AND REQUIREMENTS. APE ABOVE FINISHED GRADE MECH MECHANICAL BKR BREAKER NIC NOT IN CONTRACT LIGHTING FIRE ALARM C CONDUIT NIL NIGHT LIGHT 2. EXIT LIGHTS SHALL BE ON UNSWITCHED CIRCUIT, UNLESS NOTED. 3. ALL RECESSED DOWNUGHTS MOUNTED IN GRID CEILING SHALL BE CENTERED IN CEILING TILE, UNLESS NOTED. 2. CONTRACTORS SHALL VISIT PROJECT SITE PRIOR TO BIDDING TO ASCERTAIN AND BECOME FAMILIAR WITH EXISTING CONDITIONS AS THEY PERTAIN TO THE SCOPE OF WORK. CONTRACTOR SHALL VERIFY EXACT LOCATION AND SIZES OF ELECTRICAL EQUIPMENT AND ALL OTHER APPURTENANCES ASSOCIATED WITH THE WORK. CAW CABLE TELEVISION NTS NOT TO SCALE CUH CABINET UNIT HEATER PVC POLYVINYL CHLORIDE CKT CIRCUIT P PHASE (POLE) Cu COPPER TTB TELEPHONE TERMINAL BOX A LIGHTING FIXTURE. REFER TO FIXTURE SCHEDULE. LETTER INDICATES TYPE. 0 FIRE ALARM PULL STATION. 44"AFF. F FIRE ALARM HORN/STROBE. 80"AFF. E EXISTING TYP TYPICAL FOR BRANCH ARE #12AWG MININUM, UNLESS NOTED. DEBATE PER CODE 4. WHERE WHERE CIRCUITS ARE COMBINED. STS ARE COMBINED. 5. ALL ROVIDE GREEUN N UNLER CODE G. CONDUCTORBACK TO ALL ALL BE #10 BRANCH CWG IRCUITRY. PROVIDE A GREEN GROUND CONDUCTOR IN ALL BRANCH CIRCUITRY. DEBATE PER CODE WHERE 3. NOTESPHASINGCOORDINATED WITH ALL DOWNS, (ELECTRIC AND RE UI EMENT.COOR COORDINATE AND AND NOTESONE)WI WITH OWNERTHAN 2HOURICAND TELEPHONE) W ITH THE OW NERAND PROVIDE NOTICE NOT LESS THAN 72 HOURS IN ND PR TE PROVIDE TICS NOT LESS ADVANCE. EF EXHAUSTFAN UON UNLESS OTHERWISE ENOTEDLid ELEC ELECTRICAL UV UNIT VENTILATOR EM EMERGENCY V VOLTS EMT FANEMERGENCY METALLIC TUBING VAV VARIABLE AIR VOLUME FCU FAN COIL UNIT VIF VERIFY IN FIELD A NL INDICATES EMERGENCY LIGHTING ULL EMERGENCY MINIMUM 1400 LUMENS NIGHT LIGHT CIRCUIT. FULL LUMEN OUTPUT MINIMUM 1400 LUMENS ON LAMP. � l:� FIRE ALARM DUCT MOUNTED SMOKE DETECTOR.S=SUPPLY R= WITH DUCTWORK. MAKE SAMPLING TUBE FULL RETURN -DUCTI LENGTH. WIDTH OF DUCT IN LENGTH. 06 LIGHTING FIXTURE. LETTER INDICATES TYPE. FIRE ALARM CEILING MOUNTED SMOKE DETECTOR. CIRCUITS ARE COMBINED. 6. ALL CONDUIT CEILING. PS FOR PLENUM RATED CABLES SHALL BE PROVIDED WITH ACONDUIT BUSHING ABOVE CEILING. 4. PLUMBING ONTRAC O FOR NEW OR RENOVATED WORK WITH THE CHA ICAL CONTRACTORS. MECHANICALAS O TOR RIFY STARTERS DISCONNEHASE ANDCTS. REQUIREMENTS, SUCH ACCESSORY REQUIREMENTS, SUCH AS MOTOR STARTERS AND DISCONNECTS. ACCESSORY G GROUND W WATTS GFI GROUND FAULT INTERRUPTER WC WATER EATHER OLERROO GRC GALVANIZED RIGID CONDUIT WP WEATHERPROOF HP HORSEPOWER UH UNIT HEATER OB EMERGENCY LIGHTING FIXTURE WITH EMERGENCY BALLAST. OR POW EKED THROUGH INVERTER SYSTEM. OCO COMBINATION SMOKE AND CARBON MONOXIDE DETECTOR. O FIRE ALARM CEILING MOUNTED HEAT DETECTOR. 5. CONTRACTOR SHALL PERFORM ALL CUTTING AND PATCHING AS REQUIRED FOR HIS J JUNCTION BOX UNO UNLESS NOTED OTHERWISE CEILING MOUNTED EXIT SIGN. REFER TO FIXTURE SCHEDULE. SHADED AREA DENOTES FACE OF UNIT. CONNECT TO LOCAL UNSWITCHED LIGHTING CIRCUIT. SD SMOKE DAMPER. PROVIDE SMOKE DETECTOR FOR DAMPER OPERATION AND 120 VOLT POWER CONNECTION AS SHOWN ON THE POWER DRAWINGS. COORDINATE ALL CONNECTIONS WITH MECHANICAL CONTRACTOR. CONNECT TO ALARM SYSTEM. 7. WHERE TERMINATED IN J-BOX, ALL SPARE CIRCUITRY SHALL BE LABELED WITH PANEL AND CIRCUIT NUMBER. 8. COORDINATE WITH MECHANICAL CONTRACTOR AND PROVIDE ALL NECESSARY AUXILLARV WORK. OPENING IN WALLS, FLOORS AND CEILINGS DUE TO REMOVALS SHALL BE FILLED IN, PATCHED, PAINTED AND FINISHED IN A MANNER TO MATCH THE QUALITY OF THE EXISTING, LIKE ADJACENT SURFACES. KVA KILOVOLTAMPERE WALL MOUNTED EXIT SIGN. REFER TO FIXTURE SCHEDULE. SHADED AREA DENOTES FACE OF UNIT. CONNECT TO LOCAL FgCp FIRE ALARM CONTROL PANEL. CONTACTS, RELAY, ETC. IN MOTOR STARTERS FOR REQUIRED CONTROL OF MECHANICAL EQUIPMENT. 6. NEW OPENINGS IN EXISTING WALLS AND FLOORS SHALL BE CORE DRILLED OR SAW CUT. OPENINGS IN NEW WALLS AND FLOORS SHALL BE PLANNED AND COORDINATED Fpgp O FIRE ALARM ANNUNCIATOR PANEL. 9. ALL UNDERGROUND PVC CONDUITS SHALL HAVE RIGID GALVANIZED STEEL ELBOWS. ALL WITH GENERAL CONTRACTOR FOR THE INSTALLATION OF APPROPRIATE SLEEVES. UNSWITCHED LIGHTING CIRCUIT. S SINGLE POLE WALL SWITCH. 1201277 VOLT, 20 AMP. 44" AFF. ID FIRE ALARM STROBE. 80"AFF. RECEPTACLE OR LOCATIONS FOR POWER TO ELECTRIC WATER COOLERS SHALL BE THE INSTALLATION LOCATIONS OF THE ELECTRIC WATER COOLERS, UNLESS COORDINATED WITHITH THE NOTED. 7. ALL CONDUIT SHALL BE 1/2"MINIMUM U.N.O. B. CONDUIT SHALL BE CONCEALED IN CEILING OR WALLS WHEREVER POSSIBLE. yS3 THREE WAY WALL SWITCH. 120/277V, 20 AMP. 44"AFF 10. ALL LIGHT FIXTURES SHALL BE SEISMICALLY BRACED WITH AN INDEPENDENT WIRE (CEILING GRID TYPE WIRE) FROM TWO OPPOSITE CORNERS TO STRUCTURAL CEILING OR BAR JOIST. 9. ALL UNDERGROUND CONDUIT SHALL BE SCHEDULE 40 PVC UNLESS NOTED OTHERWISE. �4 . , . FOUR WAYWALL SWITCH120/277V20 AMP44"AFF WP EXTERIOR FIRE ALARM BELL. WP-WEATHERPROOF �OS OCCUPANCY SENSOR WALL SWITCH. 120/277V, 20 AMP. 44" AFF 0 MAGNETIC DOOR HOLD OPEN. 11. GO NOT SUPPORT CONDUIT OFF OF CEILING GRID, CEILING GRID SUPPORTS, MECHANICAL 10. ALL BRANCH CIRCUITS AND FEEDERS SHALL CONTAIN A GREEN INSULATED GROUND SUPPORTS, OR ANY OTHER TRADE'S SUPPORTS. INSTALL CONDUITS AND BOXES ON SEPERATE SUPPORTS FROM BAR JOIST OR STRUCTURE. CONDUCTOR. GROUNDING BY MEANS OF RACEWAY IS NOT PERMITTED. �p SINGLE POLE WALL SWITCH WITH PILOT LIGHT. 120(277V, 20 AMP. 44"AFF FR-P-Sl FIRE ALARM REMOTE POWER SUPPLY 12. DO NOT SUPPORT FROM METAL ROOF DECK. PROVIDE SUPPORT FROM CONCRETE SLABS, BAR 11. REFER TO MECHANICAL, PLUMBING, AND ARCHITECTURAL PLANS FOR EXACT LOCATION OF EQUIPMENTS D DIMMER SYSTEM CONTROL STATION. REFER TO DWG _. �Z FIRE ALARM MONITOR MODULE JOIST, STRUCTURAL BEAMS, COLUMNS OR UNISTRUT BETWEEN STRUCTURAL ELEMENTS. 12. COORDINATE LOCATIONS OF LIGHTING FIXTURES IN MECHANICAUELECTRICAL ROOMS OS OCCUPANCY SENSOR. ® FIRE ALARM CONTROL RELAY MODULE 13. ALL SINGLE PHASE CIRCUITS SHALL HAVE A SEPERATE DEDICATED NUETRAL CONDUCTOR FOR EACH CIRCUIT. SHARING OF NUETRAL CONDUCTOR IS NOT PERMITTED. 14. PROVIDE 4" HIGH, SMOOTH FINISH CONCRETE HOUSEKEEPING PADS UNDER ALL TRANSFORMERS WITH EQUIPMENT, PIPING AND DUCTWORK. 13. VERIFY CEILING TYPES PER THE ARCHITECTURAL REFLECTED CEILING PLAIN. PROVIDE APPROPRIATE TYPE FIXTURE, LAY -IN FOR GRID, FLANGE FOR DRYWALL, ETC. EXTERIOR LIGHT FIXTURE. ER- EXISTING TO REMAIN. PI-1 -NEW FIXTURE. REFER TO FIXTURE SCHEDULE. FS FIRE SUPPRESSION FLOW SWITCH TS FIRE SUPPRESSION TAMPER SWITCH (45KVA AND LARGER) AND MAIN DISTRIBUTION SWITCHBOARDS. PAD SHALL BE 4" LARGER THAN TRANSFORMER AND SWITCHBOARD IN EACH DIRECTION. USE 3000 PSIG, 28 DAY COMPRESSIVE 14. VERIFY AND COORDINATE MOUNTING HEIGHTS AND LOCATIONS OF ALL DEVICES E.O.L.R.� END OF THE LINE RESISTOR. STRENGTH CONCRETE. ROUND ALL EDGES AND CORNERS OF CONCRETE PAD. MOUNTED IN CASEWORK OR ABOVE COUNTERS WITH SPECIFIC EQUIPMENT POWER KNOX BOX WITH ALARM CONTACT. FURNISHED. 15. NO MORE THAN 3 PHASE CONDUCTORS SHALL BE INSTALLED IN ANY ONE CIRCUIT, UNLESS NOTED OTHERWISE. EACH BRANCH CIRCUIT SHALL CONTAIN THEIR OWN ® n TAMPER RESISTANT DUPLEX RECEPTACLE. 120 VOLT, 20 AMP. 16" AFF UNO. DUCT MOUNTED SMOKE DAMPER BY MECHANICAL CONTRACTOR PROVIDE A DUCT MOUNTED SMOKE DETECTOR, WITH RELAY BASE, MOUNTED WITHIN 6-0" OF THE NEUTRAL CONDUCTOR. NO SHARED NEUTRALS. DAMPER WITH NO AIR OUTLETS OR INLETS BETWEEN THE DETECTOR AND THE TAMPER RESISTANT DUPLEX RECEPTACLE MOUNTED AT 44" OR ABOVE DAMPER. 16. FURNISH ALL ELECTRICAL ACCESS FLOORS TO GENERAL CONTRACTOR FOR HIS BACKSPLASH. 120 VOLT, 20 AMP. INSTALLATION. REFER TO SPECIFICATIONS FOR ACCESS DOOR REQUIREMENTS. DOOR ACCESS 18. CONTRACTOR SHALL PROVIDE ALL FIRESTOPPING FOR CONDUIT OR CABLE TRAY TTjr TAMPER RESISTANT DOUBLE DUPLEX RECEPTACLE. 120 VOLT, 20 PENETRATIONS THAT PENETRATE ACOUSTICAL RATED OR SMOKE AND FIRE RATED ASSEMBLIES. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF ALL RATED YT AMP. 16" AFF UNO. O ELECTRIC DOOR STRIKE. ASSEMBLIES. ALL RATED PENETRATIONS SHALL BE FIRESTOPPEG TO ORIGINAL ASSEMBLY RATING. ALL NON -RATED FLOOR PENETRATIONS SHALL BE SEALED WATER TAMPER RESISTANT 120 VOLT DOUBLE DUPLEX, 20 AMP RECEPTACLE © DOOR SWITCH/CONTACT. TIGHT WITH A FLEXIBLE SEALANT. + MOUNTED AT 44"AFF OR 4" ABOVE BACKSPLASH. 19. BRANCH WIRING CHART GUIDELINE FOR VOLTAGE DROP ❑K IN TAMPER PROOF ENCLOSURE. KEY OR KEYCARD -WEATHERPROOF. WP-WEATHERPROOF. ECONDUIREUTILIZED COMPENSATION, SIZE. COMPENSATION, INCREASE CONDUIT SIZING PER WIRE SIZE. (APPLIES TO ALL SHEETS) SATIO ,WRING ��jjj�a DUPLEX RECEPTACLE WITH GROUND FAULT PROTECTION. 120 VOLT, 20 AMP. A. 20A-120 VOLT CIRCUITS 2 G HWP 18"AFF UNO. ❑ JUNCTION BOX DUPLEX RECEPTACLE WITH INTEGRAL USB OUTLETS. 120 VOLT, 20 AMP. 18" Q HANDICAP DOOR ACCESS BUTTON IN FLUSH WALL BOX a. #12 WIRE .75' LENGTH MAX. -#12 GRID. b. #10 WIRE -125' LENGTH MAX. - #10 GIRD, AFF UNO. c. #8 WIRE - 200' LENGTH MAX. -48 GRID. d. #6 WIRE - 300' LENGTH MAX. - #6 GRID.® USB GROUNDING FLUSH FLOOR DUPLEX RECEPTACLE IN FLOOR BOX. 20. PROVIDE ALL ERANDACCESSIBLE H CIR THAT EXCEED BNEC OXESNUMBER OF ENGT BOXES, BENDS LENGTH IN FEEDER AND BRANCH CIRCUITS. INSTALL BOXES WHERE 120 VOLT SINGLE 20 AMP RECEPTACLE. Q' G GROUND ROD 3/4" DIA. x 10' LONG REQUIRED PER CODE LOCATED IN COMMON AREAS AND EXTERIOR AREAS. ED 21. ALL WIRING DEVICES SHALL BE OF COMMERCIAL GRADE CONSTRUCTION. REFER TO ARCHITECTURAL SHEETS AND CODE SHEET FOR ALL FIRE -RATED PARTITION ® SPECIAL PURPOSE RECEPTACE. REFER TO FLOOR PLANS FOR NEMA CONFIGURATION. • F GROUND CABLE EXOTHERMIC WELD CONNECTION TO REBAR ROD IN CONCRETE FOOTER. LOCATIONS AND RATINGS. �M FRACTIONAL HP MOTOR STARTER WITH THERMAL OVERLOADS. wS GROUND CABLE EXOTHERMIC WELD CONNECTION TO BUILDING STEEL. 22. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ALL CORE -DRILLS REQUIRED FOR INSTALLATION OF ELECTRICAL WORK. e0e ELECTRICAL MOTOR. 23. ROUTING OF CIRCUITRY INSTALLED IN CASEWORK, CABINETRIES, ETC. SHALL BE COORDINATED FOR PROPER CONCEALMENTAND FUNCTION OF CASEWORK, �b INDICATES FINAL CONNECTION REQUIRED. UNDERGROUND COPPER CABLE. CABINETRIES, ETC. 24. VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION, TRENCHING, OR PP11-21 HOMERUN TO PANELBOARD. NOTION INDICATES PANELAND CIRCUIT NUMBER. (ALL CONDUCTORS SHALLBE #10 UNLESS NOTED OTHERWISE.) GENERAL DRILLING. 25. ALL ROOF PENETRATIONS OR PATCHES SHALL BE MADE PER ROOFING O ELECTRICAL PANELBOARD. 1 DETAIL # DETAIL REFERENCE TAG MANUFACTURER WARRANTY REQUIREMENTS. O JUNCTION BOX. E-406 DRAWING# REFER TO DETAIL SHEETS 26. ALL EXPOSED METAL CONDUITS ARE TO BE PAINTED TO MATCH THE ADJACENT SURFACE. COORDINATION OF PAINTING OF CONDUIT IS TO BE BY THE ELECTRICAL WC}{ 120 VOLT 20 AMP DUPLEX, GFI RECEPTACLE FOR ELECTRIC WATER COOLER, O KEYNOTE FOR DRAWING CONTRACTOR, WITH PAINTING BY OTHERS. RY COORDINATE INSTALLATION WITH PLUMBING CONTRACTOR. 1 27. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL REQUIRED JUNCTION BOXES, PULL BOXES. ETC FOR A COMPLETE INSTALLATION PER THE N.E.C. E-406 DETAIL REFERENCE TAG (SECTION) BA BUILDING AUTOMATION CONTROL PANEL. AND LOCAL CODES. ALL CONDUCTORS SHALL BE RATED FOR 90 DEGREE CELSIUS. 28. COORDINATE WORK WITH OTHER TRADES. COORDINATION OR SCHEDULING SHALL BE CONDUIT STUB -OUT AND CAP BELOW GRADE. MARK STUB -OUT AT GRADE LEVEL. 1 I1_ e ORATION DETAIL DOORTER NEXT DO REFERENCE RACE TAG LETTER NEXT TO TAG REFERS TO SPECIFIC DOOR OR CABLETRAY TO AG REFERS RESPONSIBILITY OF THE INVOLVED CONTRACTORS. -UE- UNDERGROUND HIGH VOLTAGE OR SECONDARY SERVICE FEED. E-002 o LAYOUT. CONFIGURATION INGICATIEG IN DETAIL. OJ SAFETY DISCONNECT SWITCH (NON -FUSED). EF- MECHANICAL EQUIPMENT TAG. REFER TO EQUIPMENT DATA OJ SAFETY DISCONNECT SWITCH (FUSED). SCHEDULE. ®J COMBINATON MOTOR STARTER/DISCONNECT. WITH HOA SWITCH AT UNIT (FUSIBLE). OR (CIRCUIT BREAKER FOR ELEVATOR). UDB UNIT DISTRIBUTION BOX -FURNISHED AND INSTALLED BY E.C.- a SOHO 28"H x 14.25"W x 3.75"D FOR TELEPHONE/CAN DISTRIBUTION DATA AND COMMUNICATION 0 DATA /COMMUNICATION OUTLET. TWO PORTS REFER TO DETAIL FOR MOUNTING REQUIREMENTS. VW WALL PHONE. 54"AFF. 17 DATA OUTLET. W AFF. Q4 DATA/COMMUNTICATION. FOUR PORT DATA, 16"AFF. Q6 DATA/COMMUNTICATION. SIX PORT DATA, 16" AFF. Rl7m"n CABLE TRAVABOVE CEILING. 0 WIRELESS ACCESS CONNECTION POINT WITH CEILING MOUNTED CISCO WAP WIRELESS DEVICE. _COM- UNDERGROUND COMMUNICATION DUCT. RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Cannel �PAGIUI DATE: 10/31/19 ELECTRICAL SHEET LIST SHEET NUMBER SHEET NAME E3-001 LEGEND AND ABBREVIATIONS E3-101 LIGHTING PLAN- PARKING AND FIRST FLOOR E3-102 LIGHTING PLAN -SECOND AND THIRD FLOOR E3-103 LIGHTING PLAN- FOURTH FLOOR AND ROOF E3-111 POWER AND SYSTEMS PLAN -PARKING AND FIRST FLOOR E3-112 POWER AND SYSTEMS PLAN- SECOND AND THIRD FLOOR E3-113 POWER AND SYSTEMS PLAN- FOURTH FLOOR AND ROOF E3-301 SECTION DETAILS E3401 ELECTRICAL ENLARGED PLANS E3402 ELECTRICAL ENLARGED PLANS E3403 ELECTRICAL ENLARGED PLANS E3-501 ELECTRICAL DETAILS E3E01 SINGLE LINE DIAGRAM - WEST E3-602 SINGLE LINE DIAGRAM - EAST E3-701 PANELBOARD SCHEDULES E3-001 EQUIPMENT AND LIGHT FIXTURE SCHEDULES 1ktff W O U L P E R T aRCNITECTUREj NDINEERINDIDEMATIIL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E U. 10 III W E OL (_0`J W W E U J•� J K W U F m o a > N M Q my W � `o c m co o c 120 m = U Q Issuances: Raw DEsMMM MTE 0 Issued For Building 3 Review 10/12/18 1 Issued For Building 3 Permit 06/10/19 2 ASI #10 09/11/19 Prom. No.: 074904 Date: 08/08/18 A Sheet Name: LEGENDAND ABBREVIATIONS E3=001 1 1 2 1 3 1 4 1 5 1 6 r 8 1 9 Q DRAWING NOTES R U W W W M O C a ym O rn e n m E D .E U 2 (L a` a RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and focal Codes City of Cannel DATE: 10/31/19 n FIRST FLOOR -LIGHTING ``% 1/8"=1'-0" NORTH n PARKING LEVEL - LIGHTING �� 118,-1, NORTH 1 PROVIDE (2) 1" CONDUITS FROM LIGHTING CONTROL PANEL STUBBED OUT TO JUST OUTSIDE BUILDING FOR FUTURE EXTERIOR LIGHTING. COORDINATE WITH SITE DRAWINGS. 2 REFER TO DETAIL #1/E-501 FOR LIGHTING CONTROL PANEL REQUIREMENTS. 3 MOUNT TYPE Z1 OR Z2 FIXTURES ON STORE FRONT ABOVE DOOR. COORDINATE WITH STORE FRONT CONTRACTOR. 1 2 NORTH KEY PLAN W®®LPE CST IRCRITEETYREjINGINEERIN616EMATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E II• 10 L] NO Kl1M47 STAI E OF W OL O U � .J �^1 W � U F (n o p €cam Q my Una c `o W m co o c �U Q Issuances: REv DEscanmoN MTE 0 Issued For Building 3 Review 10/12/18 1 Issued For Building 3 Permit 06/10/19 Prom. No.: 074904 Date: 08/08/18 A Sheet Name: LIGHTING PLAN - PARKING AND FIRST FLOOR E3=101 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 R U W W W M O C a ym O rn e n m E D .E U 2 (L o` a RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Cannel DATE: 10/31/19 1181, = 1I-0" SECOND FLOOR- LIGHTING 1 3J0 Q DRAWING NOTES 1 CONTINUATION OF EXTERIOR LIGHTING CIRCUIT FROM LEVEL BELOW. 1 2 NORTH KEY PLAN %# W®®LPE RT IRCRITEETYREjINGINEERINGICEMATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 No PEnM47 y , sTATEOF F E W D OL �O \W\ _ W E U � C J '- J �^1 W � U F (n o M Qum €W p n1 U � c W � `o m co o c U Ib B 2U Q Issuances: REV nEscanmoN MTe 0 Issued For Building 3 Review 10/12/18 1 Issued For Building 3 Permit 06/10/19 Prom. No.: 074904 Date: 08/08/18 A Sheet Name: LIGHTING PLAN - SECOND AND THIRD FLOOR E3=102 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 I:fl H1 H1 H1 H1 C6 m fY U W J W M O C a y(11 O rn e n m E D .E U 0 a •a RELEASED FOR CONSTRUCTION � 4q subject to compliance with all regulations of State and Local Codes City of Carmel (} �VTI�\Dncklo�7.aL • DATE: 10/31/19 H1 H1 H1 H1 H1 H1 H1 H1 H1 zvvr rI_ru� - 1/8" = 11-01, 1 3-30 n FOURTH FLOOR - LIGHTING Q DRAWING NOTES 1 CONTINUATION OF EXTERIOR LIGHTING CIRCUIT FROM LEVEL BELOW. 2 PROVIDE JUNCTION BOX AND CIRCUIT TO BUILDING MOUNTED LIGHTED SIGN. COORDINATE LOCATION OF POWER CONNECTION TO BUILDING MOUNTED SIGN WITH SIGN MANUFACTURER PRIOR TO ROUGH -IN. ItA► WO®LPERT IRCRITECTYREjINGINEERINGICEMATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 'H\,wnw,Isyh , ,%, cOJ%�GI£Tpti; ;O j € • ND PE1180821) ; i 3 a qt, STATE OF ...a F E wimmmi W D E CL n_0 \W\ n/ _ W E U � C J '- .J �^1 W � U Q OO o` `mv W `Ocm c a o c N N �U B Q Issuances: REV DRIMMON MTe 0 Issued For Building 3 Review 10/12/18 1 Issued For Building 3 Permit 06/10/19 Prom. No.: 074904 Date: 08/08/18 A Sheet Name: LIGHTING PLAN - FOURTH FLOOR AND ROOF E3=103 1 1 2 1 3 1 4 1 5 1 6 7 8 1 9 R m lY U W J W M rn c a fD rn e C m E D .E U a a r RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and meal Codes City of Cannel DATE: 10/31/19 FIRST FLOOR - POWER AND SYSTEMS �� NORTH 1 /81,= 1'-0" PARKING LEVEL - POWER AND SYSTEMS 1 /8" = 1'-Clop 1k1/ Q DRAWING NOTES ---TT�' 1N®®LPERT 1 SMOKE DETECTOR IN ELEVATOR LOBBY ARCM*eoruReIINmneeRiNDIDeouanu FOR ELEVATOR RECALL. 2 PROVIDE 20A- 120V CIRCUIT FOR 7635 Interactive Way ELEVATOR CAB LIGHTING. BREAKER SHALL Suite 100 BE LOCKABLE TO "ON" POSITION. G Indianapolis, IN 3 PROVIDE SEPARATE 120V, 20A CIRCUITS 46278 FOR ELEVATOR PIT RECEPTACLE AND 317.299.7500 ,IJrzHT-FnCTWR6. I I I I I I I I I I FAX: 317.291.5805 4 APPROXIMATE LOCATION OF GAS METERS. PROVIDE GROUNDING PER MANUFACTURER'S REQUIREMENTS AND PER NEC. PROVIDE GROUNDING BUS BAR WITH ADEQUATE SPACE FOR EACH METER GROUNDING ELECTRODE. PROVIDE #6 BARE COPPER GROUNDING ELECTRODE IN 3/4"C. FROM GROUNDING BUS BAR TO BUILDING 2 ELECTRICAL SERVICE GROUND. COORDINATE GAS METER LOCATIONS AND INSTALLATION OF GROUNDING ELECTRODES WITH PIPING CONTRACTOR. 1 2 NORTH KEY PLAN F E U C J '- J �^1 W � U � cn o � Q my `o c W � m co o c �U B Q Issuances: REV DsscanmoN Mae 0 Issued For Building 3 Review 10/12/18 1 ASI #4 12/21/18 2 Issued For Building 3 Permit 06/10/19 3 ASI #10 09/11/19 Prom. No.: 074904 Date: 08/08/18 A Sheet Name: POWER AND SYSTEMS PLAN - PARKING AND FIRST FLOOR E3=111 1 I 2 I 3 I 4 I 5 I 6 I 7 1 8 1 9 R RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and meal Codes City of Cannel ',"1D,1 DATE: 10/31/19 TYPICAL UNITS SERVED FROM MP3-1 TYPICAL UNITS SERVED FROM MP3-2 TYPICAL UNITS SERVED FROM MP3-1 TYPICAL UNITS SERVED FROM MP3-2 THIRD FLOOR- POWER 1 /8" = 1'-0" SECOND FLOOR - POWER AND SYSTEMS YPICAL UNITS IERVED FROM MP3-1 YPICAL UNITS IERVED FROM MP3-2 YPICAL UNITS 'SERVED FROM MP3-1 YPICAL UNITS IERVED FROM MP3-2 O DRAWING NOTES 1 SMOKE DETECTOR IN ELEVATOR LOBBY FOR ELEVATOR RECALL. 1] 22 NORTH KEY PLAN 1k1/ WO®LPE CST IRCRITEETYREjINGINEERINGICEMATIAL 7635 Interactive Way Suite 100 O Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E WfEENJ W D E OL nO \W\ n/ W E U C J '- J �^1 W � V rUn / m oOC > N M CY) Q oa � U c W `o m co o c U m so B Q Issuances: REv DESCIFUM N MTE 0 Issued For Building 3 Review 10/12/18 1 Issued For Building 3 Permit 06/10/19 2 ASI #10 09/11/19 Prom. No.: 074904 Date: 08/08/18 A Sheet Name: POWER AND SYSTEMS PLAN -SECOND AND THIRD FLOOR E3=112 1 2 3 0 5 0 7 E 0 R lY U W J W M C c a O m O O rn e n ro E D .E U o L a a RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and meal Codes City of Carmel DATE: 10/31/19 TYPICAL UNITS SERVED FROM MP3-1 TYPICAL UNITS SERVED FROM MP3-2 CU-1 0 CU-1 r CU-1 00 CU-1 CU-1 CU-1 WP GFI CU-1 CU-1 CU-1 CU-1 +. r CU-1 CU-1 WP GFI HP3�7.39 AC-1 HP-1 O I, I, I, v 4 TYP. it CU-3 « CU-1 I i CU-3 ®i ®i CU-1 CU-3 CU-1 WP WP 5 GFI 5 GFI CU-1 CU-1 CU-1 El CU 1 O ♦ r CU-1 CU-1 CU-5 • 3O t 3 U-5 0 CU4 t CU-3 CU-3 CU-3 HP3-12 5J WP 5,,' WP GFI GFI CU4 w CU-3 ®i ®i CU-3 CU4 CU-4 o CU-3 n ROOF PLAN -POWER NORTH FOURTH FLOOR - POWER AND SYSTEMS YPICAL UNITS IERVED FROM MP3-1 YPICAL UNITS IERVED FROM MP3-2 Q DRAWING NOTES 1 SMOKE DETECTOR IN ELEVATOR LOBBY FOR ELEVATOR RECALL. 2 PROVIDE SMOKE DETECTOR AND FIXED -TEMPERATURE HEAT DETECTOR AT TOP OF ELEVATOR SHAFT. PROVIDE 120V POWER TO SMOKE DAMPER AT TOP OF ELEVATOR SHAFT, FED FROM HOUSE PANEL 20A/1P BREAKER THAT IS DEDICATED TO ONLY SMOKE DAMPERS. PROVIDE FIRE ALARM CONTROL MODULES OR RELAYS AS REQUIRED TO CONTROL THE SMOKE DAMPER. 3 CONDENSING UNITS SERVING CORRIDOR AIR HANDLING UNITS ARE TO BE POWERED FROM HOUSE PANEL HP3. 4 CONDENSING UNITS SERVING AIR HANDLING UNITS IN RESIDENTIAL UNITS ARE TO BE POWERED FROM PANELBOARD IN EACH RESIDENTIAL UNIT. REFER TO ENLARGED UNIT PLANS. 5 PROVIDE MOUNTING FOR RECEPTACLE 18" ABOVE ROOF. 1 2 NORTH KEY PLAN 1k1/ W®®LPE CST IRCRITEETYREj NGINEERINGIGEMATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E n� W D E OL nO W n� W E U � C J '- J �^1 W � rUn F V / O O C > N M I.v) € W Q my U � c W � `o m co o c U Ib o 3 G Q Issuances: RUN nEscenmoN DATE 0 Issued For Building 3 Review 10/12/18 1 ASI #4 12/21/18 2 Issued For Building 3 Permit 06/10/19 3 ASI #10 09/11/19 Prom. No.: 074904 Date: 08/08/18 A Sheet Name: POWER AND SYSTEMS PLAN - FOURTH FLOOR AND ROOF E3=113 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 R K U W W W M O C a yn1 O rn e n m E D .E U 2 a Q DRAWING NOTES 1 MOUNT FIXTURES TO UNDERSIDE OF BALCONY ABOVE. CENTER ABOVE DOORS. 2 CENTER FIXTURE IN BRICK AND ABOVE DOORS. 3 MOUNT FIXTURE TO FRONT OF FAUX BALCONY. CENTER ON FACE. 1k1/ W®®LPE CST IRCRITEETYREjINGINEERINGICEMATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E No KlIUM47 ,I% STATEOF st>� n� W D OL nO W n� _ W E U � C J '- J �^1 W � U F (n o p n, `o c W � m co o c U m B so Q Issuances: REV DRIMMON MTe 0 Issued For Building 3 Review 10/12/18 1 Issued For Building 3 Permit 06/10/19 Prom. No.: 074904 Date: 08/08/18 A Sheet Name: SECTION DETAILS RELEASED FOR CONSTRUCTION {EAST CORNER LIGHTING Subject to compliance with all regulations of State and Local Codes City of Calmed DATE: 10/31/19 E3=301 2 3 0 5 0 7 L, 0 I R CID U W J W M C C U Co 8 Co nr C ro E E D .E U 0 a` Panel Schedule PANEL NAME: PA1 VOLTAGE 208 PHASE: 1 WIRE: 3 NEUTRAL RATING: 100% PANEL DESCRIPTION: TYPICAL 1-BEDROOM UNIT PANEL MAINS: 100A 2 MOUNTING: RECESSED MAX. NO. OF CIRCUITS: 24 MANUFACTURER: Square D PANEL A.I.C. RATING: 22E000 LOCATION: _ NO DESCRIPTION BRANCH VA Load Load VA BRANCH POLES BKR A B C Type 1 BEDROOM LIGHTINGRECEPTS 1 20+ 1123 R R 1See 20 1 WASHER 2 3 BATHROOM LIGHTINGRECEPTSIEF-1 1 20 253 R E 2000 30 2 CLOTHES DRYER 4 5 ENTRY LIGHTING/RECEPTS 1 W+ 686 R E 2000 - - 6 7 LIVING ROOM LIGHTINGRECEPTS 1 20+ 1282 R E 500 15 1 RANGE 8 9 11 APPLIANCE RECEPTS APPLIANCE RECEPTS 1 1 20+ W+ 1500 1500 R R E E 950 1200 15 15 1 2 AHU-1 cU-1 10 12 13 MICROWAVE 1 20 f000 E E 950 - - 14 15 17 GARBAGE DISPOSAL DISHWASHER 1 1 20 20 800 830 E E E E 38 2500 15 - 1 - GWH1 SPACE 16 18 19 SPACE - - - - - SPACE 20 21 23 SPACE SPACE - - - - - - - - - SPACE SPACE 22 24 2 NOTES: 1.+-ARC-FAULT CIRCUIT INTERRUPTER 2 Total LIGHTING [L] 0 0 0 0 0 RECEPTS IRj 3309 4535 0 7844 38 EQUIP. [El 5288 74M 0 12768 62 OTHER 0 0 0 0 0 ADDITIONAL 0 0 0 0 0 TOTAL 8597 12015 0 20612 DEMAND 6018 8411 0 1"28 70 % 42 58 0 WP 2 PA1-12 14 (2 #12, #12GRD., 0.75"CJ CU-1 ON ROO ] UNIT 133-A1 - ONE BEDROOM 1141, = 14-0„ Panel Schedule PANELNAME: PAI EXT VOLTAGE 208 PHASE: 1 WIRE: 3 NEUTRAL RATING: 100% PANEL DESCRIPTION: TYPICAL 1-BEDROOM UNIT PANEL MAINS: 100A 2 MOUNTING: RECESSED MAX. NO. OF CIRCUITS: 24 MANUFACTURER: Square D PANEL A.I.C. RATING: 22E000 LOCATION: _ NO DESCRIPTION BRANCH VA Load Load TWe- VA BRANCH POLES BKR A B C Type I BEDROOM LIGHTING/RECEPTS 1 20+ 1123 R R 1500 20 1 WASHER 2 3 5 BATHROOM LIGHTINGIRECEPTSIEF-1 ENTRY LIGHTINGRECEPTS 1 1 20 20+ 686 253 R R E E 2000 2000 30 - 2 CLOTHES DRYER 4 6 7 LIVING ROOM LIGHTINGRECEPTS 1 20+ 1282 R E 500 15 1 RANGE 8 9 11 13 APPLIANCE RECEPTS APPLIANCE RECEPTS MICROWAVE 1 1 1 20+ 20+ 20 1500 f000 1500 R R E E E E f0]0 1200 f070 15 15 - 1 2 - AHU-2 cU-z 10 12 14 15 17 GARBAGE DISPOSAL DISHWASHER I 1 1 1 20 20 800 830 E E E E 38 2500 15 - 1 - GWH1 SPACE 16 18 19 SPACE - - - - - SPACE 20 21 23 SPACE SPACE - - - - - - - - - SPACE SPACE 22 24 NOTES: 1.+- ARC -FAULT CIRCUIT INTERRUPTER 2 Total A S LIGHTING [L] 0 0 0 0 RECEPTS IR] 3309 4535 0 7844 EQUIP. IEI 5408 7600 0 13008OTHER 0 0 0 0ADDITIONAL 0 0 0 0TOTAL IT 8717 12135 0 W852 DEMAND 6102 U95 0 14596 % 42 58 0 WPI UNIT 133-A1 - ONE BEDROOM EXTENDED 1141, = 14-0„ GENERALNOTES A. ALL 120V, 15 A AND 20-A RECEPTACLES SHALL BE TAMPER RESISTANT. B. COORDINATE ALL KITCHEN AND KITCHEN ISLAND RECEPTACLES WITH ARCHITECTURAL ELEVATIONS. C. PROVIDE FIRE RATED ELECTRICAL BOXES IN ALL FIRE RATE WALLS, CEILINGS, AND ASSEMBLIES. REFER TO ARCHITECTURAL DRAWINGS FOR FIRE RATINGS. DRAWING NOTES 1 PROVIDE 125/250V 30A-3P, 4 WIRE DRYER RECEPTACLE, 49' M.H. NEMA 14-30R. (3) #10, 1 2 PROVIDE 125V 20A-1P RECEPTACLE, 18" z M.H. NEMA 5-20R. (2) #12, #12 GRID. 0.751, C. P OID OA- 20 R C P A L D SINK FOR GARBAGE DISPOSAL AIR SWITCH. 4 PROVIDE CEILING MOUNTED JUNCTION BOX UL LISTED FOR FAN AND FIXTURE SUPPORT. PRE -WIRE FOR FUTURE PADDLE FAN AND LIGHT KIT. 5 PROVIDE RECEPTACLE AND CAN EQUIPMENT BOX AT 18" AFF AND AT 4'-9" AFF BETWEEN BLOCKING AT THIS LOCATION. COORDINATE EXACT HEIGHT AND LOCATION OF BLOCKING WITH ARCHITECTURAL DRAWINGS. 6 PROVIDE RECEPTACLE IN CABINET ABOVE RANGE FOR MICROWAVE. 7 REFER TO ROOF POWER PLAN FOR LOCATION OF CONDENSING UNIT SERVING THIS RESIDENTIAL UNIT. DISCONNECT TO BE LOCATED ON ROOF, ADJACENT TO EQUIPMENT. 8 UDB PANEL TO BE SUTTLE SOLUTIONS 421, SOHO ACCESS ENCLOSURE. PROVIDE DUPLEX 120V-20A RECEPTACLE INSIDE PANEL FOR EQUIPMENT. ADD TO CIRCUIT #5. CATALOG #SAE-42DDCNY. %tff WOULPERT ARCHITEETUREjEN61NEERINaIaEWATI1L 7635 Interactive Way Suite 100 C Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E I WO [e] IN n U � •� _J .J U F= U)on on 0 0 a I M €� Q my ^1 0) U c W C o m co o c U co �" �U Q Issuances: REV aEscanmoN MTE 0 Issued For Building 3 Review 10/12/18 1 Issued For Building 3Permit 06/10/19 2 ASI #10 09/11/19 Prom. No.: 074904 Date: 08/08/18 Sheet Name: ELECTRICAL ENLARGED PLANS RELEASED FOR CONSTRUCTION Subject to compliance with all regulations at State and Local Codes City of Camlel (} �Vrt1�\9wa�ljp/v� DATE: 10/31/19 E3=401 2 3 0 5 7 W R CID tY U W UU W M C C U LD 0 e n m E c 2 0 O_ Panel Schedule PANEL NAME: PA1 VOLTAGE 208 PHASE: 1 WIRE: 3 NEUTRAL RATING: 100% PANEL DESCRIPTION: TYPICAL I -BEDROOM UNIT PANEL MAINS: 2 100A MOUNTING: RECESSED MAX. NO.OF CIRCUITS: 24 MANUFACTURER: Square D PANEL A.I.C. RATING: 2211000 LOCATION: - NO DESCRIPTION BRANCH VA Load Load VA BRANCH POLES BKR A B C Type 1 BEDROOM LIGHTINGRECEPTS 1 20t 1123 R R 1500 20 1 WASHER 2 3 BATHROOM LIGHTINGRECEPTS/EF-1 1 20 253 R E 2000 30 2 CLOTHES MYER 4 5 7 ENTRY LIGHTINGRECEPTS LIVING ROOM LIGHTINGRECEPTS 1 1 20a 20t 686 1282 R R E E 500 z000 - 15 - 1 6 RANGE 8 9 APPLIANCE RECEPTS 1 21� 1500 R E 1200 15 1 AHU-1 10 11 13 APPLIANCE RECEPTS MICROWAVE 1 1 20a 20 1000 1500 R E E E 950 950 15 - 2 - cu-1 12 14 15 GARBAGE DISPOSAL 1 20 830 E E 38 15 1 GWHf 16 17 19 DISHWASHER SPACE 1 - 20 - 800 - E E 2500 - - - - SPACE SPACE 21 SPACE - - - - - - SPACE tio 23 SPACE - - 2 - NOTES: 1. i- ARC -FAULT CIRCUIT - INTERRUPTER - - SPACE 2 Total LIGHTINGM 0 0 0 0 0 RECEPTS Ij 3309 4535 0 7U4 38 EQUIP. Iq 52M 7480 0 12M U OTHER 0 0 0 0 0 ADDITIONAL 0 0 0 0 0 TOTAL 8597 12015 0 20612 DEMAND 6018 U11 0 14428 70 % 42 58 0 n UNIT E -Al - ONE BEDROOM - TYPE A U 114" = 1'-0" Panel Schedule PANEL NAME PAID VOLTAGE 208 PHASE: 1 WIRE: 3 NEUTRAL RATING: 1000/0 PANEL DESCRIPTION: TYPICAL I -BEDROOM UNIT PANEL MAINS: 100A 2 MOUNTING: RECESSED MAX NO. OF CIRCUITS: 24 MANUFACTURER: Square D PANEL A.I.C. RATING: 2211000 LOCATION: - NO DESCRIPTION BRANCH VA Load Load VA BRANCH POLES BKR A B C Type 1 BEDROOM LIGHTINGRECEPTS 1 20t 1123 R R 19 20 1 WASHER 2 3 BATHROOM LIGHTINGRECEPTS/EF-1 1 20 253 R E 2000 30 2 CLOTHES MYER 4 5 7 ENTRY LIGHTINGRECEPTS LIVING ROOM LIGHTINGRECEPTS 1 1 20t 1282 R E 500 15 1 6 RANGE 8 9 APPLIANCE RECEPTS 1 2M 1500 R E 1200 15 1 AHU-1 10 11 APPLIANCE RECEPTS 1 20t 1500 R E 950 15 2 Cu-1 12 13 MICROWAVE 1 20 1000 E E 950 - - 14 15 GARBAGE DISPOSAL 1 20 830 E E 38 15 1 GWH1 16 17 DISHWASHER 1 20 800 E E 2500 - - SPACE 18 19 DEN LIGHTINGRECEPTS 1 20Plow 94] R - - SPACE 20 21 SPACE - - - - - - SPACE 22 23 SPACE - - 2 - NOTES: 1. i - ARC -FAULT CIRCUIT INTERRUPTER SPACE 2 24 Tool LIGHTING RI 01 0 0 0 0 RECEPTS Ij 3MI UK 0 8791 41 EQUIP. Iq 52M 74M 0 127M 59 OTHER 0 0 0 0 0 ADDTIONAL 0 0 0 0 0 TOTAL 8597 12962 0 21559 DEMAND W18 W73 0 15" so 0 CU-1 ON ROOF WP PA D-12,14(2#12 #12G�'C.)� n UNIT E -Al - ONE BEDROOM W/LONG DEN `l 1 /4" = 1'-0" GENERAL NOTES A. ALL 120V, 15 A AND 20-A RECEPTACLES SHALL BE TAMPER RESISTANT. B. COORDINATE ALL KITCHEN AND KITCHEN ISLAND RECEPTACLES WITH ARCHITECTURAL ELEVATIONS. C. PROVIDE FIRE RATED ELECTRICAL BOXES IN ALL FIRE RATE WALLS, CEILINGS, AND ASSEMBLIES. REFER TO ARCHITECTURAL DRAWINGS FOR FIRE RATINGS. DRAWING NOTES 1 PROVIDE 125/250V 30A-3P, 4 WIRE DRYER RECEPTACLE, 48" M.H. NEMA 14-30R. (3) #10, f,1,0YG13p.�,Q7, „ 2 PROVIDE 125V 20A-1P RECEPTACLE, 18" 2 M.H. NEMA 5 R. (2) #12, t 12 GRD. 0.75" C. 3 PROVIDE 20A - 120V RECEPTACLE UNDER SINK FOR GARBAGE DISPOSAL AIR SWITCH. 4 PROVIDE CEILING MOUNTED JUNCTION BOX UL LISTED FOR FAN AND FIXTURE SUPPORT. PRE -WIRE FOR FUTURE PADDLE FAN AND LIGHT KIT. 5 PROVIDE RECEPTACLE AND CAN EQUIPMENT BOX AT 18" AFF AND AT 4'-9" AFF BETWEEN BLOCKING AT THIS LOCATION. COORDINATE EXACT HEIGHT AND LOCATION OF BLOCKING WITH ARCHITECTURAL DRAWINGS. 6 PROVIDE RECEPTACLE IN CABINET ABOVE RANGE FOR MICROWAVE. 7 REFER TO ROOF POWER PLAN FOR LOCATION OF CONDENSING UNIT SERVING THIS RESIDENTIAL UNIT. DISCONNECT TO BE LOCATED ON ROOF, ADJACENT TO EQUIPMENT. 8 UDB PANEL TO BE SUTTLE SOLUTIONS 42" SOHO ACCESS ENCLOSURE. PROVIDE DUPLEX 12OV-20A RECEPTACLE INSIDE PANEL FOR EQUIPMENT. ADD TO CIRCUIT #5. CATALOG #SAE-42DDCNY. 1ktff 1N®®LPERT IRCRITEETYREjERGINEERINGIGEMATI1L 7635 Interactive Way Suite 100 C Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E IL; [y 11111111 U J J MIM=i W CL O Q Issuances: RIV DEsocnmoN DATE 0 Issued For Building 3 Review 10/12/18 1 Issued For Building 3 Permit 06/10/19 2 ASI #10 09/11/19 Prom. No.: 074904 Date: 08/08/18 A Sheet Name: ELECTRICAL ENLARGED PLANS RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and local Codes City of Camlel (} �Vrt1�\ewadljp/� DATE: 10/31/19 IL*22 Ely 2 3 0 5 7 e 0 R 2 a r Panel Schedule PANEL NAME: PA3 VOLTAGE 208 PHASE: 1 WIRE: 3 NEUTRAL RATING: 100% PANEL DESCRIPTION: TYPICAL 1-BEDROOM UNIT PANEL MAINS: 2 1 A MOUNTING: RECESSED MAX NO. OF CIRCUITS: 24 MANUFACTURER: Square D PANEL A.I.C. RATING: 22,000 LOCATION: - NO DESCRIPTION BRANCH VA Load Load VA BRANCH POLES BKR A B C Type 1 BEDROOM LIGHTINGIRECEPTS 1 20t 1123 R R 1500 20 1 WASHER 2 3 BATHROOM LIGHTINGIRECEPTS,EF-1 1 20 253 R E 2000 30 2 CLOTHES DRYER 4 6 5 ENTRY LIGHTINGIRECEPTS 1 20+ ID70 R E zo0o - - 7 LIVING ROOM LIGHTINGIRECEPTS 1 20+ 1102 R E 500 15 1 RANGE 8 9 APPLIANCE RECEPTS 1 20+ 1500 R E 1200 15 1 AHU-d 10 11 13 APPLIANCE RECEPTS MICROWAVE 1 1 20+ 20 f000 1500 R E E E 1940 1940 15 - 2 - CU-4 12 14 15 GARBAGE DISPOSAL 1 20 830 E E 38 15 1 GWHf 16 17 DISHWASHER 1 20 800 E E 2500 - - SPACE 18 19 SPACE 21 SPACE - - - 23 SPACE 2 NOTES: 1. + - ARC -FAULT CIRCUIT INTERRUPTER 2 Total LIGHTING[L] 0 0 0 0 0 RECEPTS [RI 3693 4355 0 8048 35 EQUIP. IE] 62]8 8470 0 14748 65 OTHER 0 0 0 0 0 ADDITIONAL 0 0 0 0 0 TOTAL 9971 12825 0 227% DEMAND 691 8978 0 15957 70 % dd 561 0 n UNIT 63-A3 - ONE BEDROOM BEDROOM Panel Schedule PANE -NAME: PI VOLTAGE 208 PHASE: 1 WIRE: 3 NEUTRAL RATING: 1000/0 PANEL DESCRIPTION: TYPICAL 2-BEDROOM UNIT PANEL MAINS: 125A 2 MOUNTING: RECESSED MAX NO. OF CIRCUITS: 24 MANUFACTURER: Square D PANEL A.I.C. RATING: 22,000 LOCATION: - NO DESCRIPTION BRANCH VA Load Load Jypwr VA BRANCH POLES BKR A B C Type , 1 BEDROCMLIGHTINGRiECEPTS 1 20t 1123 R R 1500 20 1 WASHER 2 3 5 BATHROOM LIGHTINGRdECEPTSIEF-1 ENTRYLIGHTING/RECEPTS 1 1 20 20+ 1048 253 R R E E 2000 2000 30 - 2 - CLOTHES DRYER 4 6 ] LIVING ROOM LIGHTINGIRECEPTS 1 20t 1102 R E 500 15 1 RANGE 8 9 APPLIANCE RECEPTS 1 20+ 1500 R E 1200 15 1 AHU-3 10 11 APPLIANCE RECEPTS 1 20+ 1500 R E 1]]0 15 2 cu-a 12 13 MICROWAVE 1 20 1000 E E i]]0 - - 14 15 GARBAGE DISPOSAL 1 20 830 E E 38 15 1 GWHf 16 17 DISHWASHER 1 20 800 E E 2500 - - SPACE 18 19 BEDROOM LIGHTINGIRECEPTS 1 20 943 R - - SPACE 20 21 SPACE - - - 23 SPACE - - 2 - NOTES: 1. i -ARC-FAULT CIRCUIT INTERRUPTER SPACE 2 24 Total LIGHTING RI 0 0 0 0 0 RECEPTS IRI 3671 5298 0 8969 38 EQUIP. IEI 6108 8300 0 14408 U OTHER 0 0 0 0 0 ADDITIONAL 0 0 0 0 0 TOTAL 9779 13598 0 23377 DEMAND M45 9519 0 16364 ]0 % 42 58 0 PI n UNIT B3-B1 - TWO BEDROOMS 1/4" = 1'-0" GENERALNOTES A. ALL 120V, 15 A AND 20-A RECEPTACLES SHALL BE TAMPER RESISTANT. B. COORDINATE ALL KITCHEN AND KITCHEN ISLAND RECEPTACLES WITH ARCHITECTURAL ELEVATIONS. C. PROVIDE FIRE RATED ELECTRICAL BOXES IN ALL FIRE RATE WALLS, CEILINGS, AND ASSEMBLIES. REFER TO ARCHITECTURAL DRAWINGS FOR FIRE RATINGS. Q DRAWING NOTES 1 PROVIDE 125/250V 30A-3P, 4 WIRE DRYER RECEPTACLE, 48" M.H. NEMA 14-30R. (3) #101 110 GRD., .7 "C. 2 PROVIDE 125V 20A-1P RECEPTACLE, 18" 2 M.H. NEMA 5-20R. (2) #12, #12 GRD., 0.75" C. P O I 0- 20 E E CL N E SINK FOR GARBAGE DISPOSAL AIR SWITCH. 4 PROVIDE CEILING MOUNTED JUNCTION BOX UL LISTED FOR FAN AND FIXTURE SUPPORT. PRE -WIRE FOR FUTURE PADDLE FAN AND LIGHT KIT. 5 PROVIDE RECEPTACLE AND CATV EQUIPMENT BOX AT 18" AFF AND AT 4'-9" AFF BETWEEN BLOCKING AT THIS LOCATION. COORDINATE EXACT HEIGHT AND LOCATION OF BLOCKING WITH ARCHITECTURAL DRAWINGS. 6 PROVIDE RECEPTACLE IN CABINET ABOVE RANGE FOR MICROWAVE. 7 REFER TO ROOF POWER PLAN FOR LOCATION OF CONDENSING UNIT SERVING THIS RESIDENTIAL UNIT. DISCONNECT TO BE LOCATED ON ROOF, ADJACENT TO EQUIPMENT. 8 LOB PANEL TO BE SETTLE SOLUTIONS 42" SOHO ACCESS ENCLOSURE. PROVIDE DUPLEX 12OV-20A RECEPTACLE INSIDE PANEL FOR EQUIPMENT. ADD TO CIRCUIT #5. CATALOG #SAE-42DDCNY. 1ktff W O U L P E R T IRCRITEETUREjENGINEERINGICEWATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E L Ef IM F.11 U � •� _J .J U F (n o � �, € o aaM U `o � W � m c o o c L N N �U Q Issuances: REv DMMMM GATE 0 Issued For Building 3 Review 10/12/18 1 Issued For Building 3 Permit 06/10119 2 ASI #10 09/11/19 Prom. No.: 074904 Date: 08/08/18 Sheet Name: ELECTRICAL ENLARGED PLANS RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Carmel DATE: 10/31/19 L*M 11IN 1 1 2 3 n 67 r1 R r M R U W J W M O C a m 9 Co e C m E D .E U 0 a. o a WOULPERT ARCHITECTNREIENCINEERINCICEMATIIL 7635 Interactive Way BUILDING MOUNTED Suite 100 LIGHTING Indianapolis, IN G 46278 317.299.7500 FAX: 317.291.5805 BUILDING MOUNTED LIGHTING ELEVATOR SHAFT m•+•r , S`TyO�; BUILDING MOUNTED ELEVATORPR .irJGW c LIGHTING - FIRST LO0,'pt;0 VAPORTITE LED • 'ye F No . Pfill U47 LIGHT FIXTURE WITH GLOBE �J AND GUARD. HUBBELL • i rlis" STATEOF BUILDING MOUNTED LIGHTSWITCHAND RGS VTCSKG-U-W-2GG OR w m ••%- ANN%`�k 0 LIGHTING - THIRD GFIRECEPTACLE EQUAL WITH 8e ION •_ ENo WEATHERPROOF COVER 314' RIGID STEEL CONDUIT BUILDING MOUNTED LIGHTING -ROOF NOTE: A. ENSURE THATALL ELVATOR CLEARANCES ARE MAINTAINED F B. PROVIDE SEPARATE LIGHTING AND RECEPTACLE CIRCUITS .RE 1- CONDUIT TO TSIDE BUILDING ARE 1- CONDUIT TO TSIDE BUILDING ELEVATOR PIT DIAGRAM 2 SCALE: NTS. BASIS OF DESIGN: LCP-3: HUBBELL CX, ACUITY, WATT STOPPER. SEQUENCE OF OPERATION: ALL EXTERIOR LIGHTING SHALL OPERATE FROM DUSK TO DAWN VIA ASTRONOMICAL TIME CLOCK. EXTERIOR EGRESS LIGHTING SHALL HAVE EMERGENCY BACKUP POWER. EXTERIOR LIGHTING CONTROL PANEL LCP=3 SGXLL Nl5 E T AA� D E CL n0 W n� — W E U C J J W � 0 0 0 m M €� p nM W `Om cv o c 120 L y � U m 2€° B So Q Issuances: REV DRIM ON MTe 0 Issued For Building 3 Review 10/12/18 1 Issued For Building 3Permit 06/10/19 Prom. No.: 074904 Date: 08/08/18 A Sheet Name: ELECTRICAL DETAILS RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Carmel DATE: 10/31/19 E3=501 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 R RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and meal Codes City of Cannel DATE: 10/31/19 %1# W®®LPE CST a RCNITECTDREIENDINEERINDICEMATIIL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E rJ W D CLim n0 W n� _ W E U � c J '— J W � 0 F= V) 0 0 m €� p nM c � W � `om co o c L y U B m Go Q Issuances: NEW DacanmoN MTe 0 Issued For Building 3 Review 10/12/18 1 Issued For Building 3 Permit 06/10/19 2 ASI#10 09/11/19 Prom. No.: 074904 Date: 08/08/18 A Sheet Name: SINGLE LINE DIAGRAM -WEST E3=601 1 1 2 1 3 1 4 1 5 1 6 1 7 1 3 1 9 R REFER TO TYPICAL ROOM LAYOUT FOR PLACEMENT OF PANELS. ' = ADD UNIT # TO PANEL NAME AT METER CENTER AND ON PANE ZL REFER TO TYPICAL ROOM LAYOUT FOR PLACEMENT OF PANELS. ' = ADD UNIT # TO PANEL NAME AT METER CENTER AND ON PANE A MCB100AMCB100AMCB0AMCB ]OA=IC22 ICIC MkAIC22 -3A REFER TO TYPICAL ROOM LAYOUT FOR PLACEMENT OF PANELS. ' = ADD UNIT # TO PANEL NAME AT METER CENTER AND ON PANE A rL REFER TO TYPICAL ROOM LAYOUT FOR PLACEMENT OF PANELS. ' = ADD UNIT # TO PANEL NAME AT METER CENTER AND ON PANEL RELEASED FOR CONSTRUCTION 'IR DIAGRAM = EAST Subject to compliance with all regulations �. of State and Local Codes City of Carmel DATE: 10/31/19 RP3-1 225 MILO 3PH, 4W 42 kAIC FIRST FLOOR ZL ZL O 100A M 10OA O 125A 125A O 100A O 1� O 1� O 125A O 100A O 100A O 100A O 125A O 10M O 1� O 125A ( O 100A O 100A O 125A FUTURE FUTURE FUTURE SPACE SPACE SPACE FOURTH FLOOR THIRD FLOOR SECOND FLOOR O 2= MP3-2 FUTURE 42 kAIC SPACE 1600A MAIN BREAKER 2081120V FUTURE 3-PHASE, 4-WIRE SPACE ter. BASED ON CALCULATIONS. 7G CONFIRM WITH UTILITY COMPANY. 32,000 GARAGE LEVEL FEEDER SCHEDULE 100A$A (3)#1/0 AWG AL&(1)fl6 AWG AL GND IN I-1/2' C. 125A$A (3)#2/0 AWG AL&(1)f14 AWG AL GND IN I-1/2' C. i50A-3A (3)#3/0 AWG AL & (1)#4 AWG AL GND IN I-10 C. i50A-0A (4)#3/0 AWG AL&(1)#4 AWG AL GND IN I-10 C. 225A-0A (4)#300 KCMIL AL&(1#2 AWG AL GND IN 2-1/2-C. U1600A-4A (5) SETS OF (4)#600 KCMIL AL IN 3-112- C. EACH GENERAL NOTES: A. COORDINATE PANEL FEEDER ROUTING THROUGH BUILDING WITH OTHER DISCIPLINES. B. CONTRACOR TO BALANCE LOADS ACROSS PHASES. PAD MOUNTED UTILITY CO TRANSFORMER T3 PODIUM LEVEL SEE E3-601 UTILITY PRIMARY 1k1/ W®®LPE CST IRCRITEULMEj N61NEERIN6l6EMATIAL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F ar>� V � W D OL (_0`/ W — W E U � C J '- J �^1 W � U F (n oc O tip Q N M � U W � `o m co o c Q Issuances: REV DEscanmoN DATE 0 Issued For Building 3 Review 10/12/18 1 Issued For Building 3 Permit 06/10119 2 ASI #10 09/11/19 Prom. No.: 074904 Date: 08/08/18 A Sheet Name: SINGLE LINE DIAGRAM -EAST L*1106ily 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 Z& co co K U W J W M c C a m rn e n m E D .E U a h 1 RELEASED FOR CONSTRUCTION QN1TNBgp Subject to compliance with all regulations _ at State and Local Codes CityofCa riv'ed� fl �VT�1\D*wA1WV� \\ • DATE: 10/31/19 Panel Schedule PANEL NAME: HP3 VOLTAGE 120/208 PHASE: 3 WIRE: 4 NEUTRAL RATING: 100% PANEL DESCRIPTION: House Panel MAINS: 225A MOUNTING: Surface MAX. 42 NO. OF CIRCUITS: MANUFACTURER: Square D PANEL A.I.C. RATING: 22,000 A LOCATION: Main Electrical Room NO DESCRIPTION BRANCH VA Load Load VA BRANCH DESCRIPTION NO. POLES BKR I A B I C Type Type A B C BKR POLES 1 LTGFIRST FL STAIRWELLILOBBY 1 20 533 L R IN 20 1 RCPT-FIRST FL CONVENIENCE 2 3 LTG-BUIIDING EXTERIOR 1 20 1162 L R 360 20 1 RCPT-EXTERIOR 4 5 LTG -SECOND FL CORRIDORISTAIRWELL 1 20 328 L R No 20 1 RCPT-SECOND FL CORRIDOR 6 ] LTGTHIRD FL CORRIDORISTAIRWELL 1 20 353 L R 900 20 1 RCPT-THIRD FL CORRIDOR 8 9 LTG -FOURTH FL CORRIDORISTAIRWELL 1 20 359 L R 900 20 1 RCPT-FOURTH FL CORRIDOR 10 11 EXT - SIGN 1 20 1OD0 L R 1080 20 1 RPCT-ROOFTOP 12 13 2400 30 1 EH-1 LOBBY 14 15 SPARE 2 30 - - E 2400 - - 16 17 E 5260 70 3 ELEVATOR CONTROLLER 18 19 LTG -ELEVATOR CAB 1 20 500 L E 5260 - - W 21 23 ELEVATOR PIT LIGHTING ELEVATOR PR RCPT 1 1 20 20 500 500 R R 1200 - 15 - 1 AHU-5 FOURTH FLOOR CORRIDOR 24 25 EH-1 GARAGE STAIRWELL 2 30 2400 E - - - - SAC 8 27 - - 2400 E E 950 15 2 CU-5 SECOND FLOOR CORRIDOR 28 29 3 EH-1 STAIRWELL 2 30 2400 E E 950 - - 30 31 - 950 15 2 CU- 5 THIRD FLOOR CORRIDOR 32 33 35 AHU-5 SECOND FLOOR COORIDOR 11 15 1200 E 950 1130 - 20 - 1 34 SP-1 36 37 AC-lMP-1 2 W 1250 E E 1200 15 1 AHU-5 FOURTH FLOOR CORRIDOR 38 39 - - 1250 E E - - - SPACE 40 41 43 SPARE LTG -BUILDING EXTERIOR -ROOF 1 1 20 20 1200 - - L E E 950 950 15 - 2 - CU -5 FOURTH FLOOR CORRIDOR 42 44 45 47 SMOKE DAMPERS SPARE 1 1 20 20 f00 - E - - - - - - - - - SPARE SPARE 46 48 49 SPARE 1 30 - - - - W 1 SPARE 50 51 SPARE 1 20 - - - - 20 1 SPARE 52 53 SPARE A T B C 1 20 - - -Is- 20 1 SPARE 54 Total SUM % LIGHTING [L] 37% 1521 1328 W35 12 RECEPTS[R] 1080 1760 2480 5320 10 EQUIP. [El 16810 14510 11890 43210 100 OTHER 0 0 0 0 0 ADDITIONAL 0 0 0 0 0 TOTAL 21676 17791 15698 55165 DEMAND 16257 ISMS 11774 41374 75 % 39 32 28 Panel Schedule PANEL NAME: RP34 VOLTAGE 120/208 PHASE: 3 WIRE: 4 NEUTRAL RATING: 100% PANEL DESCRIPTION: Retail Space Panel 1 MAINS: 150A MOUNTING: Surface MAX. NO. OF CIRCUITS: 42 MANUFACTURER: Square D PANEL A.I.C. RATING: 22,000 A LOCATION: Main Electrical Room NO BRANCH VA Load Loatl Type VA BRANCH DESCRIPTION NO. POLES BKR A B C Type A B C BKR POLES 1 LTGRETAILSPACE 1 20 208 L R - 20 1 RCPT-RETAIL SPACE 2 3 LTGRETAIL SPACE 1 20 416 L R - 20 1 RCPT-RETAIL SPACE 4 5 SPARE 1 20 - - R - 20 1 RCPT-RETAIL SPACE 6 ] SPARE 1 20 - - R - 20 1 RCPT-RETAIL SPACE 8 9 SPARE 1 20 - - R - 20 1 RCPT-RETAIL SPACE 10 11 SPARE 1 20 - - R - 20 1 RCPT-RETAIL SPACE 12 13 SPARE 1 20 - - - - 20 1 SPARE 14 15 17 SPARE SPARE 1 - 20 - - - - - - - - - 20 40 1 3 SPARE SPARE 16 18 19 SPARE 1 20 - - - - - - 20 21 SPARE 1 20 - - - - - - 22 23 SPARE - - - - E - 60 2 AHU-X RETAIL SPACE (FUTURE) 24 25 CH-XRETAIL SPACE(FUTURE) 2 30 E E - - - 26 27 - 2 - 30 - E - E - - - - 60 - 2 SPARE 28 29 CH-X RETAIL SPACE (FUTURE) - 30 31 - - - E - - 20 1 SPARE 32 33 SPARE 2 30 - - - - 20 1 SPARE 34 35 - 1 - 20 - - - - - - - - 20 20 1 1 SPARE SPARE W 38 37 SPARE 39 SPARE 1 20 - - - - 20 1 SPARE 40 41 SPARE 1 20 - - - - 20 1 SPARE 42 Total A B C SUM % LIGHTING [L] 208 416 0 624 to RECEP S [R] 0 0 0 0 0 EQUIP. [E] 0 0 0 0 0 OTHER 0 0 0 0 o ADDITIONAL 0 0 0 0 0 TOTAL 208 416 0 624 DEMAND 146 291 0 437 70 % 33 671 0 %# W®®LPE CST IRCRITEETaREj14GINEERIN616EWATI1L 7635 Interactive Way Suite 100 O Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E D CL n_0 W n� _ W E U C J '— J �^1 W � U F= U) aO N co € o n, v x W om c a E �6 10 c U �€ B m = us Q Issuances: REV DESMI" N maE 0 Issued For Building 3 Review 10/12/18 1 ASI #4 12/21/18 2 Issued For Building 3 Permit 06/10/19 3 ASI #10 09/11/19 Prom. No.: 074904 Date: 08/08/18 A Sheet Name: PANELBOARD SCHEDULES E3=701