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HomeMy WebLinkAboutG02-01 - FIRE RESISTANCE DETAILSPerkins&Will RELEASED FOR CONSTRl1CTI0N Su6jec� �o compliance with all regula�ions of Sla�e antl Local Codes City of Carmel �i `��¢m�' lamn�Ml1 � onrE: 11 /19/19 � I I BOTTOM OF RATED WALL LINE OF 2 HR ASSEMBLV 31/2" MIN STEEL STU� 2a" OC MA% 5/8" GVPSUM BOARD 1-HR WALLASSEMBV STEELTRACK-MECHANICALLV FASTEN 12" OC MAX SEALANT FLOOR 1 AN� 2HR UL �ESIGN'. BW-5-0002 s• = r-o• I aorroM oF RaTEo METa� sTuo wa�� � �\ � / I ♦ � � cooaocuarniNwn�� �ESIGN MOVEMENT W/ SEALANT ALLOWANCE CURTAIN WALL MULLION AND GLPZING 1-HR WALL ASSEMBLV J 6I8" MIN STUD ACOUSTICALSEALANT EXTRUDED ALUMINUM TO MATCH CURTAINWALL FRAMING COMPRESSIBLE GASKET 1-HR UL DESIGN WUS-1079 3" = 1'-0" I @ INTERSECTION OF RATED WALL & EXTERIOR GLAZING SYSTEM MULLION FlRE-RATED FLUTED STEEL ROOF � �ECKORCONCRETEFLOOR STLBEAM JOINTSVSTEM i tp'Z FURRING OR CHANNELS 24" OC - SLIP-NPE HEA� JOINT REF 12/A8150 �EFLECTION GAP PER 1 AND 2-HR STRUCTURAL UL�ESIGN'. HW-0-061] 1-HR WALLASSEMBLV LINE OF &HR WALL ASSEMBLV 3" = 1'-0" I WALL 8" MAX FROM BEAM FLANGE FIRE-RATE� FLUTE� STEEL ROOF DECKORCONCRETEFLOOR STLBEAM 3" = 1'-0" I WALL CENTERED ON STEEL BEAM Z-0LIPS FASTENDEFLECTION CHANNELTOZ-0LIPS JOINT SVSTEM SEALANT -- DERECTION GAP PER STRUCTURAL SLIP-TVPE HEA� JOINT REF 12/A61-50 1-HR WALL ASSEMBLV LINE OF 2-HR WALL ASSEMBLV 1 AND 2 HR u�oesicN�. nw-o-azsz - FIR6RATE�FWTE�STEEL DECK ROOF OR CONCRETE FLOOR - I� � a �� o� wy oa `� � � I I I i � I � � sen�nNrovea � � ��� I � '��� suP-rvPeHeno�oiNrro FORMINGMATERIAL � I ---�' � BECENTEREDBENEATH I I I I nNo PnRnuE� wirn rnE I I I I vnuEvoFrnEsrEE� METALSTU�S �r— __..� � FLUTE BEVOND I I I I � I I � 1AN�2HR � L_�i J I u� oesicN�. nw-o-o�ss .....��__ � FORULD9000RDIOOSEPoES I I FLOOR AND CEILING DESIGNS SEALANT I � —. 1"MINT03"MAX-,� I >k I REFERENCE4/G02-0tFOR �oN HEAD OF WALL PENETRATION 1112"=1'-0" IWALLPERPENDICULARTOFLUTESOFAMETALDECK . �/ '� ' . -y- ! � ��v . � I r� FanMeo oPeNiNc Mw c�ena Fi��eo w� SEALANT — RLLCAVIiVW/ FORMING MATERIAL LAP SEALANT OVER .. sPw�vEOFiRE- RESISTNE MATERIAL 2" MIN COVERFORMING MATERIAL WITH iB" MIN THICK SEALANT inNoznR --- srEE�eEnM UL DESIGN�. HWD-0293 FOR UL D900 OR DIDO SERIES FLOOR AND CEILING DESIGNS n HEAD OF WALL PENETRATION � 1 112" = 1'-0" I@ BEAM DIAGONALLY INTERSECTING RATED WALL FiaE-anrEo F�urEo srEE� ROOF DECK OR CONCRETE FLOOR FORMING MATERIAL MIN 2" WI�E i6 GA STEEL STRAP �EFLECTION GAP PER STRUCTURAL 1" GAP BETWEEN TOP OF GVP BD AND BOTTOM OF �EFLECTION TRACK I I � � SEALANT I I . ' JOINT9V9TEM,BOTH91DE9 I I � SLIP-NPEHEADJOINTREF ' 12(AG1-50 I I CEILING RUNNER I 1-IAVER 5/8" GVP BOARD FOR t- I HR WALL ASSEMBLV � �-- NUMBEROFGVPBOARDLAVERS PER PARTITION TVPE AT SIM 1 AN� 2-HR ULDESIGN'. HW-D-0266 3 HEAD OF WALL 3" = 1'-0" I SLIPTRACK AT FLOOR SLAB (PARALLEL) — FlRE-RATED FLUTED STEEL ROOF �ECKORCONCRETEFLOOR , �:V i � 1. ,���. ._I -Y � l :,.-. I'� litl8�411�[N�42\1i821� --- DERECTIONGAPPER STRUCTURAL �— 1"GAP BETWEEN TOP OF GVP BD AND BOTTOM OF DERECTION TRACK — SEALANT � SLIP-NPEHEADJOINTREF 1PIA6tS0 CEILING RUNNER LLAVER 5/8" GVP BOAR� FOR 1- HR WALLASSEMBLV NUMBER OF GVP BOARD LAVERS PER PARTITION iVPE AT SIM i allo aHR u�oesicN�. nw-o-oim � HEAD OF WALL � 3" = 1'-0" I WALL PERPENDICULAR TO A FLUTE FIRE-RATE� FLUTE� STEEL ROOF DECKORCONCRETEFLOOR MINERALRBER FORMING MATERIAL SEALANT I I � ��- �EFLECTIONGAPPER I I STRUCTURAL I '� GAPBETWEENTOPOF I - I GVPBDANDBOTTOMOF I I oeF�ecrioNrancK sua-ivaE nEno doiNr REF I I � 121A8150 I I CEILING RUNNER � — i �nveR s�e° cvP. eonRo FOR i- I HR WALLASSEMBLV I I— NUMBER OF GVP. BOARD LAVERS PER PARTITION iVPE AT SIM u�oesicN�. nw-o-aa�a ULDESIGN�. HW-0-0045 � HEAD OF WALL 3" = 1'-0" I METAL DECK PERPENDICULARTO PARTITION 2218 BRVAN STREET,SUITE200 �ALLAS,TX ]5201 � 214283.8]56 www.perklnswlll.com CONSULTANTS ava AMERICAN STRUCTUREPOINT �zsa sHnoE�nNo srnnoN iNoinNnaous, iN aerse STRUCTURAL STANTEC 6080 TENNVSON PARKWAV, SUITE 200 PIANQ T%]5024-6003 MEP SWA$$OCIATE$ 1I00 PACIFlC AVE, SUITE 2100 DALLAS. TX ]5201 LANOSCAPING AMERICAN STRUCTUREPOINT INC. �seo sHnoe�nNo srnrioN INDIANAPOLIS, IN 46256 F00� SERVIGE BOSMA DESIGN SOLUTIONS, INC. ssa� �oNc PRniRiE Ro. suirE �m-�s� F�oweR MouNo, rx �soss GONTRAGTOR MEYER NAJEM CONSTRUCTION, LLC inei aNrEaN aono, suirE ioo FlSHERS. IN 46038 STATE OF OBN512019 PROJECT FACILITY: o INDIANAPOLIS � REHABILITATION � HOSPITAL � 1260 CITY CENTER DRIVE z� CARMEL, INDIANA46032 H U � � DEVELOPER: N � WB DEVELOPMENT o PARTNERS LL 4441 WAIRPORT j FREEWAY, SUITE 330 � IRVING, TX 75062 — KEYPLAN ISSUE CHART MARK ISSUE �ATE JOBNUMBER 14]396.000 ORAWN CHECKE� APPROVE� TITLE FIRE RESISTANCE DETAILS SHEETNUMBER G02-01