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HomeMy WebLinkAboutS501-STEEL-SCHEDULES,-SECTIONS,-AND-DETAILS-Rev.1STEEL DECK SCHEDULED1MARKSUPPORTFASTENERTYPENOTES5/8" DIAPUDDLE WELDSNOTES:1. FASTEN THROUGH MULTIPLE SHEETS AT ALL END AND SIDE LAPS.2. END LAPS SHALL OCCUR ONLY AT SUPPORT POINTS.3. DECK SHALL BE INSTALLED IN A MINIMUM THREE SPAN CONDITION WHEREVER POSSIBLE. WHERE THREE SPAN CONDITION IS NOT POSSIBLE, NOTIFY STRUCTURAL ENGINEER PRIOR TO FABRICATION OF DECK SO THAT EVALUATION OF THE LESSER SPAN CONDITION(S) CAN BE PERFORMED.1-1/2"HEIGHT22 GAGAUGETYPE BTYPEPAINTEDFINISHPERIMETERSUPPORTFASTENERPATTERNSEE BELOWINTERIORSUPPORTFASTENERPATTERN36/4SIDELAPFASTENERTYPE#10 TEK SCREWSINTERIOR SUPPORT FASTENER PATTERN PER SCHEDULESUPPORT FASTENERTYPE PER SCHEDULESIDELAP FASTENER TYPE AND PATTERN PER SCHEDULEFASTENER REQUIRED AT ALL SIDELAP SUPPORT POINTSSHEET WIDTHSEE PLANSEE PLANSEE PLANSUPPORT FASTENERTYPE PER SCHEDULESIDELAP FASTENER TYPE AND PATTERN PER SCHEDULEBEAM OR JOISTFASTENER REQUIRED AT ALL SIDELAP SUPPORT POINTSSHEET WIDTHINTERIOR SUPPORT FASTENER PATTERN PER SCHEDULESEE PLANSEE PLANSEE PLANBEAM OR JOISTPERIMETER SUPPORT FASTENER PATTERN PER SCHEDULEPERIMETER SUPPORT FASTENER PATTERN PER SCHEDULE1-1/2" DECK FASTENER PATTERN DIAGRAM24" COVERAGE24/4 PATTERN36" COVERAGE36/7 PATTERN36/5 PATTERN36/4 PATTERN36/3 PATTERN3" DECK FASTENER PATTERN DIAGRAMSUPPORT FASTENER PATTERN DEFINITIONSIDELAPFASTENERPATTERN2 PER SPANSUPPORT FASTENERS @ 6" OC MAXSUPPORT FASTENERS @ EVERY FLUTEPERIMETER SUPPORT FASTENERSDECK PERPENDICULAR TO SUPPORTDECK PARALLEL TO SUPPORTD25/8" DIAPUDDLE WELDS1-1/2"20 GATYPE BPAINTEDSEE BELOW36/4#10 TEK SCREWS4 PER SPAND-BEAM GIRDERPER PLAN#4 x 2'-0" @ 24" OC MAX IN SOLID-GROUTED CELLS.CENTERED OVER D-BEAMTYP12" MINPRECAST HOLLOW-CORE SLAB PER PLANOPEN TOP FLANGE @ 24" OC FOR INSPECTIONS / REINFORCING INSTALLATION2 1/2" BRG, MINTOPPINGPER PLANNOTES:1. GROUT TO ATTAIN 4000 PSI PRIOR TO INSTALLING TOPPING.2. STABILIZE BEAMS AND SLABS UNTIL ALL GROUTING AND WELDING IS COMPLETE.CONTROL JT IN TOPPING SLAB1/8" PLATE (GROUT POUR STOP)NOTCH PRECAST AT COLUMNPACKING TO ELIMINATE GROUT FLOW, TYPTACK ASREQUIRED TOSUPPORTGROUTD-BEAM GIRDERPER PLAN BEYONDPRECAST HOLLOW-CORE SLAB PER PLANNOTES:1. GROUT PRIOR TO INSTALLING TOPPING.TOPPING PERPLANSPECIAL PRECAST PLANK WELDED TO D-BEAMEMBED PLATE PER PRECAST SUPPLIER, TYP (AS REQUIREDBY DESIGN BUT NOT GREATERTHAN 4'-0" OC MAX AND NOT LESS THAN ONE PER PANEL)D-BEAM GIRDERPER PLAN8" PRECAST HOLLOW-CORE SLAB PER SUPPLIERNOTES:1. PRECAST SUPPLIER SHALL DESIGN PRECAST PLANKS TO ACT AS DIAPHRAGM CHORD FOR FORCES SHOWN ON PLAN.2. GROUT TO ATTAIN 4000 PSI PRIOR TO INSTALLING GYPCRETE TOPPING.BEAM PER PLANBEAM PER PLANBOTH FLGSTYPTYPSHEAR TAB CONNECTIONCOLUMN PER PLANFULL-DEPTH STIFFENER NS AND FS THICKNESS AS REQUIRED BY DESIGNT/STLPER PLAN3 SIDES,TYP ATSTIFFENERNOTE: STIFFENER PLATES SHALL BE ASTM A572 GRADE 50.3 SIDES, TYPBOTHFLANGES, TYPSEE PLAN FOR REQDDESIGN SHEARBACKING BAR, TYPFULL WIDTH OF COLUMNWEB, TYP. THICKNESS AS REQUIRED BY DESIGN3 SIDES,TYPNOTE: STIFFENER PLATES SHALL BE ASTM A572 GRADE 50.BEAM PER PLANBEAM PER PLANBOTH FLGSTYPTYPSHEAR TAB CONNECTIONW/ SLIP-CRITICAL BOLTSCOLUMN PER PLANNOTE: SEE PLAN AND FRAME ELEVATIONS FOR CONNECTION FORCES.1" PLATE AT TOP AND BOTTOMFLANGE OF CONNECTING BEAM1" TYP(2) L3X3X3/8 KNEE BRACESEATED CONNECTION / DESIGN TO COLUMN PER STEEL SUPPLIER NOTES:1. STABILIZE BEAMS AND SLAB UNTIL ALL GROUTING AND WELDING IS COMPLETE.CAP PL3/4, MINW/ (4) 3/4" DIA A325 BOLTSCOLUMN PER PLAND-BEAM PER PLAN, TYPCOLUMN PER PLAND-BEAM PER PLAN, TYPEND PLATE SHEAR CONNECTION / DESIGN TO COLUMN PER STEEL SUPPLIER COLUMN PER PLAND-BEAM PER PLAN, TYPD-BEAM PER PLAN, TYPCOLUMN PER PLANTOP OF COLUMNEND CONNECTIONALTERNATE END CONNECTIONKNEE BRACE DETAILSTIFF PL3/8, ES3' - 0"11GUSSET PLATE CONNECTION OR END PLATE / DESIGN TO COLUMN PER STEEL SUPPLIER, TYPEND PLATE SHEAR CONNECTION / DESIGN TO COLUMN PER STEEL SUPPLIER WT8+FBD-BEAM PER PLAN, TYPSHEAR CONNECTION / DESIGN TO WT BEAM PER STEEL SUPPLIERCOLUMN PER PLANALTERNATE "TREE" COLUMN DETAIL3' - 0"BOTHFLGSFULL-DEPTH STIFFENER NS AND FS - MATCH THICKNESS OF THICKEST BEAM FLANGE2", MINCONTROL JT IN TOPPING SLAB OF BEAMHOLLOW CORE SLAB W/ TOPPING SLAB PER PLAN1/2"1/2"EMBED 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 PLAN3/16TYPT/SLABPER PLAN2 1/2" BEARING, MINPROVIDE 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.D-BEAM GIRDERPER PLAN#4 x 2'-0" @ 24" OC MAX IN SOLID-GROUTED CELLS.CENTERED OVER D-BEAMTYP12" MINPRECAST HOLLOW-CORE SLAB PER PLANOPEN TOP FLANGE @ 24" OC FOR INSPECTIONS / REINFORCING INSTALLATION2 1/2" BRG, MINTOPPINGPER PLANNOTES:1. GROUT TO ATTAIN 4000 PSI PRIOR TO INSTALLING TOPPING.2. STABILIZE BEAMS AND SLABS UNTIL ALL GROUTING AND WELDING IS COMPLETE.CONTROL JT IN TOPPING SLABPRESCRIPTIVE STEEL LINTEL SCHEDULESECTIONCLEAR OPENINGTYPENOTESPRESCRIPTIVE LINTEL SCHEDULE NOTES:1.ALL LINTELS BEAR 0'-8" ONTO SUPPORTING WALLS, UNO.2.ALL STEEL LINTELS IN EXTERIOR WALLS SHALL BE GALVANIZED.TYPES:PLBL3-1/2 x 3-1/2 x 5/16UP TO 4'-0"PLBL5 x 3-1/2 x 5/16 (LLV)L6 x 3-1/2 x 5/16 (LLV)>4'-0" UP TO 6'-0"PLB>6'-0" UP TO 8'-0"PLB4" MASONRY VENEER4" MASONRY VENEER4" MASONRY VENEERGENERAL NOTE: PROVIDE LINTELS IN THIS SCHEDULE FOR MASONRY OPENINGS WHERE SPECIFIC LINTELS (L#) ARE NOT OTHERWISE INDICATED. WHERE A SPECIFIC LINTEL (L#) IS INDICATED FOR A PARTICULAR OPENING, PROVIDE THE SPECIFIC LINTEL (L#). FOR OPENINGS BEYOND THE LIMITS AND/OR MATERIALS IDENTIFIED IN THIS SCHEDULE WHERE SPECIFIC LINTELS (L#) ARE NOT OTHERWISE INDICATED, CONTACT THE STRUCTURAL ENGINEER FOR REQUIRED LINTEL SIZE AND TYPE.BACKING BAR(TYP)SEE PLANS FOR REQD DESIGN SHEARBOTHFLANGES, TYPBACKING BAR(TYP)SEE PLANS FOR REQD DESIGN SHEARBOTHFLANGES, TYPSTEEL LINTEL SCHEDULEMARKSECTIONCLEAR OPENINGNOTESSTEEL LINTEL SCHEDULE NOTES:1.ALL LINTELS BEAR 0'-8" ONTO SUPPORTING WALLS, UNO.2.ALL STEEL LINTELS IN EXTERIOR WALLS SHALL BE GALVANIZED.3.GROUT SOLID SPACE BETWEEN BRICK VENEER AND VERTICAL LOF OF ANGLE.TYPES:AL1L3-1/2 x 3-1/2 x 5/16 PER ARCHTYPEAL2L6 x 3-1/2 x 1/2 (LLV) PER ARCHAL3L6 x 4 x 3/4 (LLV) PER ARCHAHOLD HORIZ LEG BACK 1/2"SEE NOTE 3No.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 S50106/04/18STEEL SCHEDULES,SECTIONS, AND DETAILS2017.01823CARMEL, 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.S5014STEEL DECK SCHEDULEN.T.S.S50113TYPICAL HOLLOW CORE BEARING OND-BEAM (GIRDER SLAB SYSTEM)N.T.S.S5012TYPICAL SECTION THROUGH WF COLUMN ATGROUT POUR STOP (GIRDER SLAB SYSTEM)N.T.S.S5013TYPICAL HOLLOW CORE PANEL ACTING AS ADIAPHRAGM CHORD DETAIL (GIRDER-SLABSYSTEM)N.T.S.S5016TYPICAL BEAM MOMENT CONNECTIONTO COLUMN FLANGEN.T.S.S5017TYPICAL BEAM MOMENT CONNECTIONTO COLUMN WEBN.T.S.S50110TYPICAL WF BEAM TO HSS COLUMNMOMENT CONNECTIONN.T.S.S5015TYPICAL D-BEAM CONNECTION DETAILS (GIRDER-SLAB SYSTEM)N.T.S.S50111TYPICAL HOLLOW CORE BEARING ON BEAMN.T.S.S50112TYPICAL ALTERNATE HOLLOW CORE BEARING ON D-BEAM (GIRDER SLAB SYSTEM)N.T.S.S5011PRESCRIPTIVE LINTEL SCHEDULEN.T.S.S5018TYPICAL STEEL BEAM MOMENT CONNECTIONAT UNEQUAL DEPTH GIRDERN.T.S.S5019TYPICAL STEEL BEAM MOMENT CONNECTIONAT EQUAL DEPTH GIRDERREVISIONSNO. DATE DESCRIPTION13 06/07/2019 General RevisionsN.T.S.S50114STEEL LINTEL SCHEDULE13