Loading...
HomeMy WebLinkAboutS502-STEEL-SECTIONS-AND-DETAILS-Rev.2TOP CONNECTIONAT STEEL SUPPORT (CENTERED)CONNECTION AT FLOOR SLABBASE CONNECTIONAT STEEL SUPPORTBASE CONNECTION AT PIT WALLT/SLABPER PLANT/SLABPER PLAN3/163/163/163/163/163/163/8x4 x 0'-10" BASEPLATEW/ (2) 3/8" DIA ADHESIVEANCHORS (3-1/2" EMBED)SLAB PER PLANBEAM PER PLAN3/8x4 x 0'-10" BASEPLATEW/ (2) 3/8" DIA ADHESIVEANCHORS (3-1/2" EMBED)HSS PER PLANELEVATOR PIT - SEEFOUNDATION PLAN1"4"TOP CONNECTION AT ROOF FRAMINGROOF DECKPER PLANBEAM PERPLANPL3/8x6 NS & FS WITH13/16" DIA x 2-1/2" VERT SLOT AND3/4" DIA A325 BOLT (13/16" DIAHOLES IN HSS) SHIP WITH PLATESSHOP BOLTED TO HSS3/163/16TYPNOTES:1.SEE PLANS FOR FRAMING CONDITIONS AT BASE AND TOP OF HSS.2.COORDINATE LOCATIONS OF ALL REQUIRED SUPPLEMENTAL SUPPORTS WITH ELEVATOR CONTRACTOR AND SHAFT WALL CONTRACTOR PRIOR TO INSTALLATION.PL3/8x3x6 NS & FS WITH13/16" DIA x 2-1/2" VERT SLOT AND3/4" DIA A325 BOLT (13/16" DIAHOLES IN HSS) SHIP WITH PLATESSHOP BOLTED TO HSSPL3/8x3 x 0'-6" NS & FS WITH 13/16" x 2-1/2" VERT SLOT AND 3/4" DIA A325 BOLT(13/16" DIA HOLES IN HSS) SHIP WITH PLATES SHOP BOLTED TO HSS1" CLR HSS TO DECK1" CLRTOP CONNECTIONAT STEEL SUPPORT (ECCENTRIC)3/163/16PL3/8x6 NS & FS WITH13/16" DIA x 2-1/2" VERT SLOT AND3/4" DIA A325 BOLT (13/16" DIAHOLES IN HSS)1" CLRVERIFY W/ ARCHFV TO CONFIRM FACE OF HSS IS ALIGNED TO ALLOW SHAFT LINER PANEL TO PASS UNOBSTRUCTEDVERIFY W/ ARCHFV TO CONFIRM FACE OF HSS IS ALIGNED TO ALLOW SHAFT LINER PANEL TO PASS UNOBSTRUCTEDGUIDE RAIL BRACKET T-PLATE SUPPORTSTRUCTURAL STEEL BIDDING NOTE:IF ELEVATOR INFORMATION IS NOT FINALIZED AT TIME OF BIDDING, INCLUDE IN THE BID NOT LESS THAN 3 T-PLATE ASSEMBLIES PER ELEVATOR (2 CAR RAILS AND 1 COUNTERWEIGHT RAIL) AT EVERY STORY WHERE GUIDE RAIL TUBES OCCUR.GUIDE RAIL SUPPORT TUBESHAFT LINER PER ARCH5/165/16SHOP WELD ATFABRICATOR'SOPTION3/4" T-PLATE ASSEMBLY BY STEEL FABRICATOR AS REQUIRED BY ELEVATOR SUPPLIER. COORDINATE SIZES AND LOCATIONS WITH ELEVATOR SUPPLIER. INSTALL HOISTWAY FACE OF T-PLATE FLUSH WITH HOISTWAY FACE OF SHAFT LINER, UNO. (AT CONTRACTOR'S OPTION: WHEN DISTANCE FROM FACE OF HSS TO HOIST WAY FACE OF STEEL PLATE IS 2" OR LESS, USE SINGLE FULL-THICKNESS PLATE INSTALLED DIRECT TO HSS IN LIEU OF T-PLATE ASSEMBLY.) PROVIDE FIREPROOFING AT BACK SIDE OF ASSEMBLY AND FIRESTOP CAULKING AROUND ENTIRE PERIMETER OF PLATE AS REQUIRED TO MAINTAIN HOISTWAY FIRE RATING. SEE ARCH.HOISTWAYCAP PL1/8, MINRECTANGULAR HSSPIPE OR HSSRECTANGULAR HSSCAP PL1/8,MINBEAMCOLUMN / BRACEINTERSECTION1/81/81/8CAP PL1/8,MINNOTES:1. PROVIDE CAP PLATES AT ALL EXPOSED ENDS OF ALL HSS AND PIPE MEMBERS.2. PROVIDE CAP PLATES FOR ALL COLUMNS WHETHER EXPOSED TO VIEW OR NOT.PIPE / ROUNDHSS1/8CAP PL1/8, MINPIPE / ROUNDHSSCAP PL1/8,MIN1/8SECTION BSECTION B(4) 1/2" DIA MECH ANCHOR,EMBED 3 1/4" MINSECTION CCONCRETE WALLSHIM AS REQD (1/2" MAX)PL1/21/4SECTION CSTEELPL1/21 1/2"1 1/2"1 1/2"1/2"SECTION B ALT1 1/2"1 1/2"1 1/2"2" MAXSHIM AS REQD (1/2" MAX)1/41 1/2"1 1/2"1 1/2"1/2"SECTION ACONCRETE SLABEMBED PL1/21/4SECTION A1 1/2"1 1/2"1/2"1 1/2"(4) 1/2" DIA x 4 1/2" HEADED STUDSWALL OPENINGWHERE OCCURSEND PLATEL4X4X1/2 X AS REQUIRED WHEN SUPPORTING PRECAST SLAB. SEENOTE 2.1/41/4TYPSUPPORT AT CORNER COLUMNEOS PER PLANPLANEOS PERBENT PL3/8 X HOLLOWCORE DEPTH X AS REQUIRED, TYPSUPPORT AT CONTINUOUS PERIMETER COLUMN1/41/4TYPBENT PL3/8 X HOLLOWCORE DEPTH X AS REQUIRED, TYPEOS PER PLAN3/163/16SUPPORT AT INTERIOR COLUMN1/41/4TYPL4X4X1/2 X AS REQUIRED WHEN SUPPORTING PRECAST SLAB, TYP.SEE NOTE 2.L4X4X1/2 X AS REQUIRED WHEN SUPPORTING PRECAST SLAB, TYP.SEE NOTE 2.1/2"1/2"1/2", TYPBEAM PER PLANBEAM PER PLANBEAM PER PLANBEAM PER PLAN1/8" PLATE (GROUT POUR STOP), TYP1/8" PLATE (GROUT POUR STOP), TYPNOTES:1. PRECAST SUPPLIER SHALL PROVIDE EMBED PLATES AT ALL FREE SIDES OF COLUMN. WELD EMBED PLATE AND ANGLE FOR COLUMN BRACING.2. PROVIDE SLAB EDGE BENT PLATES AND END PLATES AS SHOWN WHEN REQUIRED TO MAINTAIN CONTINUOUS SLAB EDGE FOR ATTACHMENT / SUPPORT OF WALLS / FINISHES.L3X3X1/4 CLIPAS REQUIREDSUPPORT AT TOP OF COLUMNPRECAST HOLLOW-CORE SLAB PER PLANEMBED PL BY PRECASTER (AS REQUIRED BY DESIGN BUT NOT LESS THAN 3/4" THICK)2", TYP5/16COLUMN PER PLAN W/CAP PL3/4NOTES:1. IF FLUSH BEARING IS NOT ACHIEVED AFTER STEEL ERECTION AND PLACEMENT OF PRECAST HOLLOW-CORE SLAB, FILL ALL GAPS EXCEEDING 1/16" (BUT NOT EXCEEDING 1/4") WITH NON-TAPERED STEEL SHIMS TACK WELDED IN PLACE TO ACHIEVE REQUIRED BEARING. FOR GAPS EXCEEDING 1/4" PROVIDE PROPOSED REPAIR TO STRUCTURAL ENGINEER FOR REVIEW.FMANCHOR / ATTACHMENT PER EQUIPMENT SUPPLIERWORKING LOADFALL-ARRESTLOADMAX FRACTURELOADF (HORIZ LOAD)1.25 K3.6 K5.0 KM (MOMENT)1.875 K-FT5.4 K-FT7.5 K-FTNOTES:1. LOADS INDICATED ARE SERVICE LEVEL (ALLOWABLE STRESS DESIGN) LIVE LOADS AND CAN ACT IN ANY DIRECTION.2. SUBMIT SIGNED AND SEALED WINDOW WASHING SAFETY SYSTEM SHOP DRAWINGS TO ENGINEER OF RECORD FOR REVIEW OF LOADS IMPOSED PRIOR TO FABRICATION AND CONSTRUCTION.3. COORDINATE EXACT LOCATIONS WITH ARCH AND SUPPLIER.MAX1' - 6"BEAM PER PLANROOF DECK PER PLANSTIFF PL3/8, ESSTEEL FRAMINGPRECAST FRAMINGEMBED PLATE BY PRECAST SUPPLIERW/ (4) STAINLESS STEEL STUDS, MINPRECAST HOLLOW-CORE SLAB PER PLAN. SUPPLIERSHALL DESIGN SLAB FOR INDICATED LOADING.FMANCHOR / ATTACHMENT PER EQUIPMENT SUPPLIERMAX1' - 6"8ROOF DRAINSUPPORT ANGLEL4x4x1/4 TYP EA SIDEOVERFLOW DRAINNOTES:1. COORDINATE QUANTITY AND LOCATION OF ALL ROOF DRAINS WITH PLUMBING AND ARCHITECTURAL DRAWINGS.2. COORDINATE ROOF DRAIN ASSEMBLIES WITH PLUMBING CONTRACTOR AND PROVIDE AND INSTALL ALL STEEL FRAMING (AND GALVANIZED METAL SUMP PANS IF REQUIRED) AS NECESSARY FOR COMPLETE SUPPORT OF ALL ROOF DRAIN ASSEMBLIES.T/SLABPER PLANT/PCPER PLANELEVATIONSECTIONHSS6X3X1/4, TYPC6X8.2 TOP AND BOTPLATES, TYP(4) 3/4" DIA EXPANSION ANCHORS @ 8" OC MAXWITH 6" EMBED MINPRECAST HOLLOW-CORE SLAB PER PLAN. CAST SOLID END OR GROUT SOLID.3"3"3"1/4NOTES:1. STABILIZE WALL AND SLABS UNTIL ALL GROUTING AND WELDING IS COMPLETE.2. COORDINATE WALL LOCATIONS AND OVERALL DIMENSION TO ALIGN WITHIN PERIMETER WALL PER ARCH DRAWINGS.6"1/4 3"TYPEMBED PL3/4 X 4 X 0'-4"W/ 3/4" X 4" LONG HEADEDSTUDS, TYP12" MAX, TYPCOPE HSSAS REQUIREDAS REQ'DROOFOPENINGL4x4x1/4 FRAMESTEEL JOIST OR BEAMPER PLANJOIST OR BEAM SPACING PER PLANFOR ADDITIONAL JOIST REINF SEE "TYPICAL JOIST REINFORCINGDETAIL"(FOR OPENINGS 12" AND LARGER)NOTE: COORDINATE OPENING SIZE AND LOCATION WITH CONTRACTOR REQUIRING THE OPENING. FASTEN DECK TO OPENING FRAME @ 6" OC MAX AROUND FRAME PERIMETER.3/16 2 MINTYP3/16TYPFRAME MEMBERSWELD DETAIL1/2" MAXCOPE DETAILNOTE 2STEEL JOIST OR BEAMPER PLAN, TYPJOIST OR BEAM SPACING PER PLANNOTE 3, TYPMECHANICAL RTU ONPREFABRICATED CURB(BY MECH CONTRACTOR)L4x4x1/4 FRAME UNDER FULLPERIMETER OF MECH UNIT CURB AND AS REQUIRED FORDECK SUPPORT AT OPENINGS(SEE NOTE 2)NOTES:1. COORDINATE UNIT SIZE, LOCATION AND REQUIRED OPENINGS WITH MECHANICAL CONTRACTOR PRIOR TO FABRICATION. FASTEN DECK TO OPENING FRAME @ 6" OC MAX AROUND UNIT PERIMETER AND AROUND PERIMETER OF ALL OPENINGS.2.PROVIDE SUPPLEMENTAL DECK SUPPORT ANGLE AT OPENINGS IF DECK CANTILEVER SPAN EXCEEDS 1'-0".3.FOR FRAME ANGLE BEARING LOCATIONS ON STEEL JOISTS THAT DO NOT OCCUR AT PANEL POINTS, SEE "TYPICAL JOIST REINFORCEMENT DETAIL" FOR REINFORCING REQUIREMENTS.4.AT PRECAST PLANKS, PROVIDE EMBED PLATES FOR CONNECTION OF CURB TO STRUCTURE. JOIST OR BEAM SPACING PER PLAN3/16 2 MINTYP3/16TYPFRAME MEMBERSWELD DETAIL1/2" MAXCOPE DETAILT/STLPER PLAN3/163/16TYPPL1/4x1x1'-6" TOP AND BOTTOM, ONE SIDE OF BEAM WEB. PROVIDE PL3/8x2x3'-0" TOP AND BOTTOM, EACH SIDE OF BEAM WEB AT LEVEL 3 TRANSFER BEAMS ON LINES 9 AND 13. CENTER PLATE ON OPENING.BEAM PER PLANSHOP CUT OR FIELD CUT (1) 8" DIA CORE MAX IN BEAM WEB. MAX (1) CUTPER BEAM.NOTES:1.LOCATE CORE AT MIDDLE THIRD OF BEAM WEB.2.LOCATE CORE WITHIN THE MIDDLE THIRD OF BEAM SPAN.3.COORDINATE EXACT LOCATIONS OF OPENINGS WITH ARCH AND MEP DRAWINGS.4.ALL PLATES Fy = 50 KSI.5.FOR ADDITIONAL CORES OR CORES BEYOND THE LIMITS AND / OR MATERIALS IDENTIFIED IN THIS DETAIL, CONTACT THE STRUCTURAL ENGINEER FOR REQUIRED ADDITIONAL BEAM REINFORCMENT.1/2", TYPNo.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 S50206/04/18STEEL 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.S5021TYPICAL ELEVATOR SUPPLEMENTAL GUIDE RAIL SUPPORTSN.T.S.S5025TYPICAL HSS / PIPE CLOSURE PLATE DETAILN.T.S.S5022TYPICAL ELEVATOR SEPARATOR BEAM CONNECTION DETAILSN.T.S.S5023TYPICAL HOLLOW CORE SLAB SUPPORT AT COLUMNSN.T.S.S5024TYPICAL ROOF ANCHOR DETAILN.T.S.S5026TYPICAL ROOF DRAIN SUPPORT WITHOVERFLOW DRAINN.T.S.S5027TYPICAL STRUCTURAL STEEL WALL DETAILN.T.S.S5028TYPICAL ROOF OPENINGN.T.S.S5029TYPICAL RTU SUPPORTN.T.S.S50210TYPICAL OPENING IN WIDE FLANGE BEAMREVISIONSNO. DATE DESCRIPTION1 08/27/2018 Issued for Construction8 03/22/2019 General Revisions