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HomeMy WebLinkAboutS503-STEEL-SECTIONS-AND-DETAILS-Rev.3PL1/4 x SLAB THICKNESS3/16 2-183/16 2-18STAGGERBEAM PER PLANSTIFFENER PLATE BY STAIR SUPPLIERINFILL WITH CONCRETEAFTER STAIRS ARE ERECTEDEMBED PL BY PRECASTER (AS REQUIRED BY DESIGN BUT NOT GREATER THAN 4'-0" OC MAX AND NOT LESS THAN ONE PER PANEL)TYPPRECAST HOLLOW-CORE SLAB. SEE PLAN FOR ORIENTATION.TOPPING PER PLANSTRINGER BY STAIR SUPPLIER,TYPSTIFF PL3/8 @ 4'-0" OCEMBED PL BY PRECASTER (AS REQUIRED BY DESIGN BUT NOT GREATER THAN 4'-0" OC MAX AND NOT LESS THAN ONE PER PANEL)TYPBEAM PER PLANNOTES:1. STABILIZE BEAMS AND SLABS UNTIL ALL GROUTING AND WELDING IS COMPLETE.PRECAST HOLLOW-CORE SLAB PER PLANTOPPING PER PLANCOLD-FORMED STEEL FRAMING W/ DEFLECTION TRACK PER SUPPLIERCOLD-FORMED STEEL FRAMING AND CONNECTION TO STRUCTURE PER SUPPLIERWALL FINISH PER ARCHPLANEOS PERCAST SOLID END OR GROUTSOLID AS REQUIRED FOREXTERIOR WALL ASSEMBLYEMBED PL BY PRECASTER (AS REQUIRED BY DESIGN BUT NOT GREATER THAN 4'-0" OC MAX AND NOT LESS THAN ONE PER PANEL)TYPBEAM PER PLANNOTES:1. STABILIZE BEAMS AND SLABS UNTIL ALL GROUTING AND WELDING IS COMPLETE.2. GROUT ALL EXTERIOR CELLS SOLID, TYPICAL AT ALL BALCONY LOCATIONS.3. GALVANIZE ALL EXTERIOR EXPOSED STRUCTURAL STEEL.PRECAST HOLLOW-CORE SLAB PER PLANTOPPING PER PLANCOLD-FORMED STEEL FRAMING W/ DEFLECTION TRACK PER SUPPLIERSTEP PER PLANEOS PER PLANCOLD-FORMED STEEL FRAMING AND CONNECTION TO STRUCTURE PER SUPPLIERWALL FINISH PER ARCHRAILING / CONNECTIONSPER SUPPLIER1/8"/FTEXTERIOR GROUT. APPLYFLUID APPLIED PROTECTIVECOATING.RAILING CONNECTION EMBED PL DESIGN BY PRECASTER. COORDINATE EXACT LOCATIONS AND REACTIONS WITH RAILING SUPPLIER.BEAM PER PLANNOTES:1. STABILIZE BEAMS AND SLABS UNTIL ALL GROUTING AND WELDING IS COMPLETE.2. GROUT ALL EXTERIOR CELLS SOLID, TYPICAL AT ALL BALCONY LOCATIONS.3. GALVANIZE ALL EXTERIOR EXPOSED STRUCTURAL STEEL.4. SEE SECTION 4/S503 FOR ADDITIONAL INFORMATION.PRECAST HOLLOW-CORE SLAB PER PLANTOPPING PER PLANCOLD-FORMED STEEL FRAMING AND CONN TO STRUCTURE PER SUPPLIERWALL FINISH PER ARCH1/8"/FTEXTERIOR GROUT. APPLYFLUID APPLIED PROTECTIVECOATING.EOS PER PLANRAILING / CONNECTIONSPER SUPPLIEREMBED PL BY PRECASTER (AS REQUIRED BY DESIGN BUT NOT GREATER THAN 4'-0" OC MAX AND NOT LESS THAN ONE PER PANEL)TYPCOLD-FORMED STEEL FRAMING W/ DEFLECTION TRACK PER SUPPLIERSTEP PER PLANTYPBEAM PER PLANNOTES:1. STABILIZE BEAMS AND SLABS UNTIL ALL GROUTING AND WELDING IS COMPLETE.2. GROUT ALL EXTERIOR CELLS SOLID, TYPICAL AT ALL BALCONY LOCATIONS.3. GALVANIZE ALL EXTERIOR EXPOSED STRUCTURAL STEEL.4. SEE SECTION 4/S503 FOR ADDITIONAL INFORMATION.PRECAST HOLLOW-CORE SLAB PER PLANTOPPING PER PLAN1/8"/FTEXTERIOR GROUT. APPLY FLUID APPLIED PROTECTIVE COATING.COLD-FORMED STEEL FRAMING W/ DEFLECTION TRACK PER SUPPLIERRAILING / CONNPER SUPPLIERCOLD-FORMED STEEL FRAMING AND CONNECTION TO STRUCTURE PER SUPPLIERWALL FINISH PER ARCHEMBED PL BY PRECASTER (AS EQUIRED BY DESIGN BUT NOT GREATER THAN 4'-0" OC MAX AND NOT LESS THAN ONE PER PANEL)STEP PER PLANEOS PER PLANBEAM PER PLANSTIFF PL3/8, ES@ 4'-0" OCCOLD-FORMED STEEL FRAMING W/ DEFLECTION TRACK PER SUPPLIERCOLD-FORMED STEEL FRAMING AND CONNECTION TO STRUCTURE PER SUPPLIERWALL FINISH PER ARCHARCHPERBEAM PER PLANSTIFF PL3/8, ES@ 4'-0" OCCOLD-FORMED STEEL FRAMING AND CONNECTION TO STRUCTURE PER SUPPLIERWALL FINISH PER ARCHDEFLECTION CLIP PERCOLD-FORMED STEELSUPPLIER, TYPPER ARCHCOLD-FORMED STEEL FRAMING W/ DEFLECTION TRACK PER SUPPLIEREMBED PL BY PRECASTER (AS REQUIRED BY DESIGN BUT NOT GREATER THAN 4'-0" OC MAX AND NOT LESS THAN ONE PER PANEL)TYPBEAM PER PLANNOTES:1. STABILIZE BEAMS AND SLABS UNTIL ALL GROUTING AND WELDING IS COMPLETE.WALL FINISH PER ARCHPRECAST HOLLOW-CORE SLAB PER PLANTOPPING PER PLANCOLD-FORMED STEEL FRAMING AND CONNECTION TO STRUCTURE PER SUPPLIERCAST SOLID END OR GROUTSOLID AS REQUIRED FOREXTERIOR WALL ASSEMBLYPLANEOS PERJUMPER PLATES AS REQUIREDTO ACCOUNT FOR PRECAST CAMBEREMBED 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 PLAN3/16TYPPROVIDE END CAP OR DAM AT OPEN CORES AS REQUIRED TO LIMIT TOPPING LOSS, TYPNOTES: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 PLANTOPPING PER PLANJUMPER PLATES AS REQUIREDTO ACCOUNT FOR PRECAST CAMBERCONTROL JT IN TOPPING SLAB1/2"1/2"2 1/2" BEARING, MINEMBED PL BY PRECASTER (AS REQUIRED BY DESIGN BUT NOT GREATER THAN 4'-0" OC MAX AND NOT LESS THAN ONE PER PANEL)TYPBEAM PER PLANNOTES:1. STABILIZE BEAMS AND SLABS UNTIL ALL GROUTING AND WELDING IS COMPLETE.WALL FINISH PER ARCHCOLD-FORMED STEEL FRAMING AND CONNECTION TO STRUCTURE PER SUPPLIERCAST SOLID END OR GROUTSOLID AS REQUIRED FOREXTERIOR WALL ASSEMBLYJUMPER PLATES AS REQUIREDTO ACCOUNT FOR PRECAST CAMBERSTIFF PL3/8, ES@ 4'-0" OCCOLD-FORMED STEEL FRAMING W/ DEFLECTION TRACK PER SUPPLIERPRECAST HOLLOW-CORE SLAB PER PLANTOPPING PER PLANPLANEOS PEREMBED PL BY PRECASTER (AS REQUIRED BY DESIGN BUT NOT GREATER THAN 4'-0" OC MAX AND NOT LESS THAN ONE PER PANEL)TYPBEAM PER PLANNOTES:1. STABILIZE BEAMS AND SLABS UNTIL ALL GROUTING AND WELDING IS COMPLETE.PRECAST HOLLOW-CORE SLAB PER PLANTOPPING PER PLANCOLD-FORMED STEEL FRAMING W/ DEFLECTION TRACK PER SUPPLIERCOLD-FORMED STEEL FRAMING AND CONNECTION TO STRUCTURE PER SUPPLIERWALL FINISH PER ARCHPLANEOS PERCAST SOLID END OR GROUTSOLID AS REQUIRED FOREXTERIOR WALL ASSEMBLYSTIFF PL3/8, ES@ 4'-0" OCCOLD-FORMED FRAMING AS REQUIREDEMBED PL BY PRECASTER (AS REQUIRED BY DESIGN BUT NOT GREATER THAN 4'-0" OC MAX AND NOT LESS THAN ONE PER PANEL), TYPTYPBEAM PER PLANNOTES:1. STABILIZE BEAMS AND SLABS UNTIL ALL GROUTING AND WELDING IS COMPLETE.2. SEE FOR CURB AT SIM CONDITION.PRECAST HOLLOW-CORE SLAB PER PLANTOPPING PER PLANPLANEOS PERGROUT SOLID. FORM EDGE AS REQUIRED.BENT PL3/8x5x0'-8" CONT5"3" SETBACK8"/9S311BEAM PER PLANNOTES:1. STABILIZE BEAMS AND SLABS UNTIL ALL GROUTING AND WELDING IS COMPLETE.2. GROUT ALL EXTERIOR CELLS SOLID, TYPICAL AT ALL BALCONY LOCATIONS.3. GALVANIZE ALL EXTERIOR EXPOSED STRUCTURAL STEEL.4. SEE SECTION 4/S503 FOR ADDITIONAL INFORMATION.PRECAST HOLLOW-CORE SLAB PER PLANTOPPING PER PLANCOLD-FORMED STEEL FRAMING AND CONN TO STRUCTURE PER SUPPLIERWALL FINISH PER ARCHEMBED PL BY PRECASTER (AS REQUIRED BY DESIGN BUT NOT GREATER THAN 4'-0" OC MAX AND NOT LESS THAN ONE PER PANEL)TYPCOLD-FORMED STEEL FRAMING W/ DEFLECTION TRACK PER SUPPLIERSTEP PER PLANRAILING / CONNECTIONSPER SUPPLIER8"(2) #5 CONT, TOP#5 @ 10" OC#5 @ 10" OC W/ STANDARD HOOKMAX1' - 9"EMBED PL BY PRECASTER (AS REQUIRED BY DESIGN BUT NOT GREATER THAN 4'-0" OC MAX AND NOT LESS THAN ONE PER PANEL)TYPBEAM PER PLANNOTES:1. STABILIZE BEAMS AND SLABS UNTIL ALL GROUTING AND WELDING IS COMPLETE.PRECAST HOLLOW-CORE SLAB AND OREINTATION PER PLANCAST SOLID END OR GROUTSOLID AS REQUIRED FORCURB REINFORCINGJUMPER PLATES AS REQUIREDTO ACCOUNT FOR PRECAST CAMBER6"(3) #4 CONT#4 @ 12" OC W/ STANDARD HOOK1' - 2"GLAZING SYSTEM PER ARCHPAVER SYSTEM PER ARCHPRECAST HOLLOW-CORE SLAB PER PLANTOPPING PER PLANWALL FINISH PER ARCHSTIFF PL 3/8 @ 4'-0" OCCOLD-FORMED STEEL FRAMING AND CONNECTION TO STRUCTURE PER SUPPLIERCONT BOND BEAM W/ (2) #5 CONT AT FIRST FULL-HEIGHT COURSE BELOW BOTTOM OF FRAMING W/SOLID-GROUTED COURSE ABOVE.3/16 4-12CONT BENT PL1/2 X 7 X PLAN DIM W/ 5/8" WIDE X 3" TALL VERT SLOT@ 24" OCCMU WALL PER PLAN1/2" DIA ADHESIVE ANCHOR @ 24" OC. INSTALL ANCHOR AT BOTTOM HALF OF VERTICAL SLOT, (4-1/2" EMBEDMENT) TIGHTEN NUT FINGER TIGHT AND FOUL THREADS.2"3"2"CONT L8X8X1/2 W/ 5/8" WIDE X 3" TALL VERT SLOT AT CMUCONNECTION ONLY @ 24" OC1/2" DIA ADHESIVE ANCHOR @ 24" OC. INSTALL ANCHOR AT BOTTOM HALF OF VERTICAL SLOT, (4-1/2" EMBEDMENT) TIGHTEN NUT FINGER TIGHT AND FOUL THREADS.PRECAST HOLLOW-CORE SLAB PER PLANCONT BOND BEAM W/ (2) #5 CONTCMU WALL PER PLANGROUT TOP TWO COURSES SOLID1" CLR2"3"3"1/2" DIA ADHESIVE ANCHOR @ 24" OC. NO PRECAST HOLLOW-CORE REINFORCINGSHALL BE DAMAGED DURING INSTALLATIONOF ANCHOR. COORDINATE ACCEPTABLE DRILLING LOCATIONS WITH PRECAST SUPPLIER, (4-1/2" EMBEDMENT). TIGHTEN NUT FINGER TIGHT AND FOUL THREADS WITHIN A STANDARDHOLE.No.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 S50306/04/18STEEL 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.S5031SECTIONN.T.S.S5032SECTIONN.T.S.S5034SECTIONN.T.S.S5035SECTIONN.T.S.S5036SECTIONN.T.S.S5037SECTIONN.T.S.S5038SECTIONN.T.S.S5039SECTIONN.T.S.S50311SECTIONN.T.S.S50310SECTIONN.T.S.S5033SECTIONN.T.S.S50312SECTIONN.T.S.S50313SECTIONN.T.S.S50314SECTIONREVISIONSNO. DATE DESCRIPTION1 08/27/2018 Issued for Construction2 11/30/2018 General Revisions13 06/07/2019 General Revisions2N.T.S.S50315SECTION13N.T.S.S50316SECTION