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HomeMy WebLinkAboutS505-STEEL-SECTIONS-AND-DETAILS-Rev.5COLD-FORMED STEEL FRAMING W/ DEFLECTION TRACK PER SUPPLIERCAST SOLID END OR GROUTSOLID AS REQUIRED FOREXTERIOR WALL ASSEMBLYPRECAST HOLLOW-CORE SLAB PER PLANTOPPING PER PLANCOLD-FORMED STEEL FRAMING AND CONNECTION TO STRUCTURE PER SUPPLIERWALL FINISH PER ARCH, TYPL3x3x1/4 CONT EDGEANGLE (WELD TO BEAM)ROOF DECK PER PLANBEAM PER PLAN,TYPEMBED PL BY PRECASTER, TYP (AS REQUIRED BY DESIGN BUT NOT GREATER THAN 4'-0" OC MAX AND NOT LESS THAN ONE PER PANEL)BEAM PER PLAN. PRECASTER SHALL ENSURE BEAM TOP FLANGE IS BRACED NO GREATER THAN 4'-0" OC MAX.3/16TYPNOTES:1. STABILIZE BEAMS AND SLABS UNTIL ALL GROUTING AND WELDING IS COMPLETE.2. PLANK CAMBER TO BE HIDDEN BY TOPPING AND FINISH MATERIALS. OF BEAMPRECAST HOLLOW-CORE SLAB PER PLAN, TYPTOPPING PER PLANJUMPER PLATES AS REQUIREDTO ACCOUNT FOR PRECAST CAMBER,TYPCONTROL JT IN TOPPING SLAB1/2"1/2"BEAM PER PLANRAILING / CONNECTION TO HSS PER SUPPLIEREMBED PL BY PRECASTER (AS REQUIRED BY DESIGN BUT NOT GREATER THAN 4'-0" OC MAX AND NOT LESS THAN ONE PER PANEL)PRECAST HOLLOW-CORE SLAB PER PLANTOPPING PER PLANCAST SOLID END OR GROUTSOLID AS REQUIRED FORRAILING CONNECTION4" X 4" EMBED PL BY PRECASTER @ 12" OC MAX1/4HSS TO BENTPLATEHSS TOBENT PLCONT HSS12X2X5/16.CAP BEAM ENDS PERTYPICAL DETAIL.7"22ADD #3ADD #3BENT PL3/8 X 4" LONG @ 12" OC MAX6"6"1/4BENT PL TOEMBEDWALL FINISH PER ARCH, TYPPRECAST HOLLOW-CORE SLAB PER PLAN, TYPTOPPING PER PLANCOLD-FORMED STEEL FRAMING AND CONNECTION TO STRUCTURE PER SUPPLIERBEAM PER PLANSTIFF PL3/8, ES@ 4'-0" OCCOLD-FORMED STEEL FRAMING W/ DEFLECTION TRACK PER SUPPLIERPAVER SYSTEM PER ARCHPL5/16 x PLAN DIM CONTPRECAST HOLLOW-CORE SLAB PER PLANTOPPING PER PLANCOLD-FORMED STEEL FRAMING AND CONNECTION TO STRUCTURE PER SUPPLIERBEAM PER PLAN,TYP1/4 3-12BENT PL3/8 x 3 x PLAN DIM CONTCONT EMBED PLATE BY PRECASTER. PROVIDE EMBED PLATE TO RESIST 150 PLF OF LATERAL LOADING.1/4 3-121/4 3-12CONT PL1/2 x 6 ROOF DECK PER PLANWALL FINISH PER ARCHBEAM PER PLANSTIFF PL3/8, ES@ 4'-0" OCPRECAST HOLLOW-CORE SLAB PER PLANCOLD-FORMED STEEL FRAMING AND CONNECTION TO STRUCTURE PER SUPPLIERWALL FINISH PER ARCHT/PARAPETPER ARCH11PL5/16 x PLAN DIM CONTBEAM PER PLANPRECAST HOLLOW-CORE SLAB PER PLANCOLD-FORMED STEEL FRAMING AND CONNECTION TO STRUCTURE PER SUPPLIERT/PARAPETPER ARCH11WALL FINISH PER ARCHBEAM PER PLANWALL FINISH PER ARCHCOLD-FORMED STEEL FRAMING AND CONNECTION TO STRUCTURE PER SUPPLIERTOPPING PER PLANROOF DECK PER PLANEMBED PLATE BY PRECASTER. PROVIDE EMBED PLATES AT 4'-0" OC TO RESIST 2 KIPS OF LATERAL LOADING.1/41/4TYPPL1/2 x 6 x 1'-0" @ 4'-0" OCPRECAST HOLLOW-CORE SLAB PER PLANCONT L4X4X3/8 SUPPORTED ON ROOF BEAMS BEYOND (NOT SHOWN). PROVIDE 3/16" FILLET WELD X 2" LONG TO EA SUPPORT.CAST SOLID END OR GROUTSOLID AS REQUIRED FOREXTERIOR WALL ASSEMBLY,TYPPAVER SYSTEM PER ARCHCMU WALL PER PLANEXISTING STRUCTURE,TYPWALL FINISH PER ARCH, TYPPRECAST HOLLOW-CORE SLAB PER PLAN, TYPTOPPING PER PLANCOLD-FORMED STEEL FRAMING AND CONNECTION TO STRUCTURE PER SUPPLIERBEAM PER PLANT/ EX SLAB16'-0" FVCMU PARTITION WALL BRACING PER TYPICALDETAIL(2) #5 HORIZ6"3" EXPANSION JOINT PER ARCH#4 @ 12" OC. DRILL AND EPOXY WITH 4" EMBEDMENT.PRECAST HOLLOW-CORE SLAB PER PLAN,TYPHSS8X8X3/8 W/ CAP PL1/4 EACH ENDCMU WALL NOT SHOWN FOR CLARITYEXISTING STRUCTURE,TYPEXPANSION JOINT PER ARCHT/ EX SLAB16'-0" FVWALL FINISH PER ARCH, TYPCOLD-FORMED STEEL FRAMING AND CONNECTION TO STRUCTURE PER SUPPLIERL4X4X1/2 X AS REQUIRED FOR LOW PRECAST SLABSUPPORTSTIFF PL 3/8 ES, AT 12" OC MAXSECTIONSECTION A3/83/86"NOTE SEE FOR ADDITIONAL INFORMATION./9S5051/4TYPPRECAST HOLLOW-CORE SLAB PER PLAN, TYPEMBED PLATE BY PRECASTER TOPAND BOT. PROVIDE EMBED PLATES AT 1'-8" OC TO RESIST CANOPY DRAG FORCE. SEE "SECTION AT PORTE COCHERE" FOR TRANSFER FORCE INTO PRECAST DIAPHRAGM.3/83-SIDESPL1/2. TOPAND BOT.8' - 0"NOTE: APPLY RED PAINT AND NOTATIONS TO ALL PLATES TO ENSURE THESE CONNECTIONS ARE NOT CUT IN THE FUTURE AND STAMP GYPCRETE TO INDICATED "DO NOT CUT".COLUMN PER PLANEOS PER PLAN6BEAM PER PLAN, TYPBENT PL3/8 x 4 x PLAN DIM CONT, TYP3/16 2-12ROOF DECK PER PLANPER PLANEODL2x2x1/4 KICKER @ 4'-0" OCSTIFF PL3/8 @ EA KICKERPL3/83/16 2" MIN3/16 2" MINTYP EA ENDOF KICKERCOLD-FORMED PARAPET PER ARCHCAST SOLID END OR GROUTSOLID AS REQUIRED FOREXTERIOR WALL ASSEMBLY,TYPPAVER SYSTEM PER ARCHCMU WALL PER PLANEXISTING STRUCTURE,TYPWALL FINISH PER ARCH, TYPPRECAST HOLLOW-CORE SLAB AND ORIENTATION PER PLANCOLD-FORMED STEEL FRAMING AND CONNECTION TO STRUCTURE PER SUPPLIERBEAM PER PLAN3" EXPANSION JOINT PER ARCHT/ EX SLAB16'-0" FVCMU PARTITION WALL BRACING PER TYPICALDETAIL#4 @ 12" OC. DRILL AND EPOXY WITH 4" EMBEDMENT.(2) #5 HORIZ6"T/POSTPER ARCH1/4SLAB ON GRADE OR PRECAST PLANK PER PLAN2"4"2"2"4"2"8"8"EMBED PLATEEMBED PL3/4 WITH (4) 3/4" DIA X 3-1/2" LONG HEADED STUDSEMBED PL3/41/41/4CONT L4X4X1/4HSS4X4X1/4 POST@ 4'-0" OC, MAX(3) #5 X 2'-6" EW AT EACH POST ATSOG CONDITION(3) #5 X 2'-6" EW AT EACH POST ATSOG CONDITIONNOTE: BAR TOP AND CONNECTION BACK TO CONT L4X4 ANGLE IS PER THE SUPPLIER.2BEAM PER PLANBENT PL5/16 x 3 x PLAN DIM CONTCOLD-FORMED STEEL FRAMING AND CONNECTION TO STRUCTURE PER SUPPLIERWALL FINISH PER ARCHROOF DECK ANDORIENTATION PER PLAN3/16 2-12T/PARAPETPER ARCHEOD PER PLANCOLD-FORMED STEEL FRAMING W/ DEFLECTION TRACK PER SUPPLIERNo.11500704BRADLEYG.CUR TS P R O FESS IONALENGINEERREGISTERED INDIANASTATE OFDRAWING NO.DATEASI PROJECT NO.DRAWING TITLE3555 NW 58TH StreetSuite 700-WOklahoma City, OK 73112T: 405.848.9549F: 405.848.9783www.gsb-inc.comCopyright © GSB, Inc S50506/04/18STEEL SECTIONS ANDDETAILS2017.01823CARMEL, INCARMEL, INHOTELCARMICHAELAT CITYCENTERARCHITECTGSB, INC3555 NW 58th Street, Suite 700WOklahoma City, OK 73112405 / 848-9549CIVIL ENGINEERCircle Design Group9229 Delegates Row, Suite 150Indianapolis, IN 46240317 / 706-2075STRUCTURAL ENGINEERAmerican Structurepoint, Inc7260 Shadeland StationIndianapolis, IN 46256317 / 547-5580MEP ENGINEERCircle Design Group9229 Delegates Row, Suite 150Indianapolis, IN 46240317 / 706-2075INTERIOR DESIGNERHBA Hirsch Bedner Associates171 17th Street NW, Suite 600Atlanta, GA 30363404 / 873-4379FOOD SERVICE CONSULTANTRicca Newmark Design5325 South Valentia WayGreenwood Village, CO 80111303 / 928-1333ISSUED FOR CONSTRUCTIONN.T.S.S5051SECTIONN.T.S.S5052SECTIONN.T.S.S5053SECTIONN.T.S.S5054SECTIONN.T.S.S5055SECTIONN.T.S.S5056SECTIONN.T.S.S5057SECTIONN.T.S.S5058SECTIONN.T.S.S5059SECTIONN.T.S.S50510SECTIONN.T.S.S50511ENLARGED DETAILN.T.S.S50512SECTIONN.T.S.S50513SECTIONREVISIONSNO. DATE DESCRIPTION1 08/27/2018 Issued for Construction2 11/30/2018 General Revisions6 01/11/2019 General Revisions8 03/22/2019 General RevisionsN.T.S.S50514SECTION26N.T.S.S50515SECTION8