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HomeMy WebLinkAboutA32-10 - ROOF DETAILS -TPORELEASED FOR CONSTRl1CTI0N Su6jec��o compliance with allregula�ions of Sla�e antl Local Codes City of Carmel �i `��¢m�' lamn�Ml1 � onrE: 11 /19/19 SPRIN� IA,�HWi - — INSIDEOUTSIDE HANDLES ANDPADLOCKHASP COVER WIi.FlBERGLA55 � — INSULATION VINVLGRIP � — — nuromonricno�o-oPeN - — AND OPERATING ARM LIRINGMECHANISM � — HOUSWG PADLOCK HASF 1"RIGI� FlBERI INSULATION AL oursioE oF c� ROORNG MEMI STL DECKING RI�I�INS��ATI RooF — - WALKWAV PA� STRUCT STL - CHANNEL STLLADDER 1 112" = 1'-0" n I I — I I — � I — ii il i I � OVERFLOW DRAIN ROOF DRAIN ASSEMBLV SET DRAIN ELEVATION 1" BELOW SUMP PERIMETER EDGEOFLEADFLASHING - BEGINNING OF 1" / FT. TAPERE� ROOF �RAIN SUMP ROORNG AS SCHEDULED - NOTES'. 1. THEUSEOFAMETALDECKSUMP PANISNOTRECOMMENDED. HOWEVER.�RAIN RECENERIBEARING PLATES ARE APPLICABLE WITH SOME PROJECTS 2 THE�ESIGNERSHOUL� CONSIDERINSULATING THE DRAIN COMPONENTSBELOWTHEDECK TO PREVENT POTENTIAL CONDENSATION. 3. MEMBRANESEAMSSHOULDNOT IMERSECT �RAIN CLAMPING RING. 3._� p. WIDTHOFEQUIPMENT HEIGHTOFLEGS UPID24" 24'• 24" TO 48" 36" 48"ANDWIDER 48" SS BOLTS SET IN SEALANT SHEET METAL COVER PRESSURE TREATE� W00� CURB 55 FASTENERS [PRESERVATNETREATED� �FIRE-RETAR�ANT-TREATE�� WOOD BLOCKING FLASHING MEMBRANE (8" MIN HEIGHTJ SEALANT TPO MEMBRANEROOFlNG . _ _[-__. ._ ..v .. 1 �i ' SET N W PRENE PAD IN SEALANT .......... SS GASKETED FASTENERS ���� SSFASTENERS — APPROXB"OC I �� �� �� `� �� �� � ROOF SHEATHING Mo�oEo aicio eonao INSULATION � STEELDECKING NOTE 1. THIS�ETAILALLOWSFORMEMBRANEMAIMENANCEAROUN�THESUPPORTE�EQUIPMENT.THE CONTINUOUS SUPPORTIS PREFERRE�INLIGHT-WEIGHT STRUCTURALSVSTEMS BECAUSE THE EQUIPMENT WEIGHT CAN BE SPREAD ACROSS TWO OR MORE SUPPORTING MEMBERS. WHERE HEAVV STRUCTURAL SVSTEMS ARE USE� OR WHERE THE LOA� CAN BE CONCENTRATE� OVER A COLUMN. DETAIL BUR10 FROM THE NRCA CONSTRUCTION DETAILS MAV BE PREFERRED. A MINIMUM OF 2 FEET OF HORIZONTAL CLEARANCE MUST BE PROVIDED FOR REMOVAL AND REPLACEMENT OF ROOFING AND FLASHING BETWEEN PARALLEL SUPPORTS. REFER TO TABLE ABOVE FOR RECOMMEN�ATIONS ON VERTICAL CLEARANCE FROM ROOF SURFACE TO BOTfOM OF SUPPORTED WUIPMENT. TPO SECTION DETAIL 3•=1-�• SEALING MATERIAL .� COUMERFLASHING 'I i I' FLASHING MEMBRANE (8" MIN HEIGH� 55 SEAM PLATES AN�FASTENERS I �I JOINT SEALANT � � � 2 � . . � 1 � � ........ . _.... .... _i ...... .... ........ .... � EQUIPMENTSUPPORTCURB B3010.503F STRUCTURALSTEEL _ WOOD BLOCKING � ANGLE NOTES 1. THE MECHANICAL UNITS SHOUL� NOT BE SET UNTIL THE ROOF MEMBRANE AN� FLASHING HAVE BEEN INSTALLED. 3�, _ ��_p�, PRESSURE TREATED WOODCURB _ A�HERE�TPO MEMBRANE ROOFlNG SVSTEM . ROOF SHEATHING Mo�oeo Ricio eonao iNsu�nrioN STEEL�ECKING �oe sirE coNsraucrEo w000 cuae eamasas� ION TPO SECTION DETAIL COPING CAP GASKETEDSSFASTENERS �PRESERVATIVE-TREATE�� — [FlRERETARDANT-TREATED� WOODCANT ROOF FLASHING MEMBRANE SEAM PLATES ANDFASTENERS SEALANT TPO MEMBRANEROORNG ROOFSHEATHING --_ MOLDEDRIGIDBOARD INSULATION STEEL DECKING STRUCTURALSTEELANGLE �� E%TEND MEMBRANEBELOW W00� BLOCKING 3•=1-�• ♦ COPING CAP STEELSTUD � SHEATHING A�HERE�TPO MEMBRANE � ROOFlNG SVSTEM � � �PRESERVATIVE-TREATED� — [FlRERETARDANT-TREATED� WOODCANT ����� ROOFSHEATHING . MOLDEDRIGIDBOARD . INS��A,I�N I RAISED PERIMETER EDGE WI METAL RASHING (FASCIA CAPJ B30f0.W-3B � STEELDECKING � 3�, _ ��_p�, SSFASTENEF naaRox ir� c E%TEN� MEM BELOW NAILE AN�SECURE METALCLEAT ANCHORED PER wiNo UPLIFT REQ. 1"MIN BELOw BLOCKING [TAPERED� RC TVPE B TVPE A — — — NOTES'. 1. THISDETAILSHOULDBEUSEDONLVLVHERETHEDECKIS SUPPORTED BV THE INALL. EXPANSION JOINT DETAIL SIMIIAR ro oEra�3-csnou�osEusEOFORNON-wnu-suPPORreo DECK. 3._� p. COPING CAP WOOD SHIMS GASKETEDSSFASTENERS WOOD BLOCKING iEAM PLATES AND FASTENERS OINT SEALANT `IASHING (8"MINHEIGH� �DHERED TPO MEMBRANE 200FING SVSTEM ;OVERBOARD STEELDECKING (RE'.STRUCTURALJ SPRAVE� FIRE RESISTNE (RE�. LOW DENSITI� MATERIAL Perkins&Will 2218 BRVAN STREET. SUITE 200 DALLAS. TX ]5201 � 214283.8]56 www.perklnswlll.com CONSULTANTS QVIL AMERICAN STRUCTUREPOINT ]2fi0 SHADELAND STATION INDIANAPOLIS, IN 66256 STRUCTURAL STANTEC 6080TENNVSON PARKWAV,SUITE200 PLANQ. T%]5024 6003 MEP $WA$$OCIATE$ 1I00 PACIRC AVE SUITE 2100 �ALLAS,TX ]5201 LANOSCAPING AMERICAN STRUCTUREPOINT INC. �ssosHnoe�nNo srnrioN INDIANAPOLI$ IN 4fi255 F00� SERVICE BOSMA DESIGN SOLUTIONS. INC. ssa� �oNc PRniRiE Ro. suiTE �m-�z� FLOWER MOUN�, T%]5022 CONTRACTOR MEYERNAJEM CONSTRUCTION,LLC 11I8] LAMERN ROAD. SUITE 100 FisHERs. iN asoae STATE OF OBN512019 PROJECT FACILITY: o INDIANAPOLIS � REHABILITATION � HOSPITAL � 1260 CITY CENTER DRIVE � CARMEL, INDIANA46032 H U � � DEVELOPER: � Z � WB DEVELOPMENT o PARTNERS LL 4441 W AIRPORT W FREEWAY, SUITE 330 � IRVING, TX 75062 — KEYPLAN ISSUE CHART MARK ISSUE �ATE JOBNUMBER 14]396.000 ORAWN SH CHECKE� SA APPROVE� CG TITLE ROOF DETAILS - TPO SHEETNUMBER A32-10 x-x To FOF CL