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HomeMy WebLinkAboutS531-STEEL-FRAME-SECTIONS-AND-DETAILS-Rev.0FRAME GENERAL NOTES1.FORCES SHOWN ARE THE MORE CRITICAL OF ALLAPPLICABLE BUILDING CODE ASD LOAD COMBINATIONS.2.CONNECTIONS SHALL BE DESIGNED FOR FRAME FORCE INDICATED ON ELEVATION ACTING CONCURRENTLY WITH BEAM REACTION AND ANY INDICATED TRANSFER FORCES. ECCENTRICITY SHALL BE CONSIDERED IN DESIGN OF CONNECTION.3.EACH MEMBER'S CONNECTION SHALL BE SYMMETRICABOUT THE CENTER OF GRAVITY OF THAT MEMBER.4.ALL BOLTED CONNECTIONS SHALL HAVE FULLY TENSIONED HIGH STRENGTH BOLTS WITH CLASS AFAYING SURFACES.5.SLOT IN BRACE AT GUSSET NO LARGER THAN GUSSET THICKNESS + 1/16"6.ABBREVIATIONS:T =TENSIONC=COMPRESSIONV =VERTICALH=HORIZONTALM= IN-PLANE MOMENTGENERAL:ALL FRAME CONNECTIONS SHALL BE DESIGNED BY THE STEEL FABRICATOR, UNO. FRAME DETAILS INDICATED ON THE STRUCTURAL DRAWINGS ARE PROVIDED TO SHOW CONNECTION CONCEPT ONLY AND ARE NOT TO BE CONSIDERED A FINAL DESIGN. FABRICATOR'S REGISTERED PROFESSIONAL ENGINEER SHALL DESIGN AND DETAIL ALL FINAL CONNECTIONS AS REQUIRED TO SAFELY TRANSFER THE DESIGN FORCES AND ALLOW FOR FIELD FIT-UP AND ERECTION TOLERANCES.COLUMN PER PLANERECTION BOLTOR PINWPADDL PLATE AS REQDTO PROVIDE ADEQUATEGUSSET PLATE WELDPL1/2 (MIN)S LBOTH SIDES OF GUSSETREQUIRED WELD SIZE AND LENGTH (S & L) PER FABRICATORTUBE BRACE MEMBER(SLOT TUBE AT GUSSET)1" WELDSETBACK, TYP1" MIN, TYP1" CLR, MINCOLUMN PER PLANERECTION BOLTOR PINWPADDL PLATE AS REQDTO PROVIDE ADEQUATEGUSSET PLATE WELDPL1/2 (MIN)S LBOTH SIDES OF GUSSETREQUIRED WELD SIZE AND LENGTH (S & L) PER FABRICATORTUBE BRACE MEMBER(SLOT TUBE AT GUSSET)1" WELDSETBACK, TYP1" MIN, TYP1" CLR, MINSETBACK, TYPBEAM PER PLANPL1/2 (MIN)S LBOTH SIDES OF GUSSETREQUIRED WELD SIZE AND LENGTH (S & L) PER FABRICATORTUBE BRACE MEMBER(SLOT TUBE AT GUSSET)ERECTION BOLTOR PINDOUBLE ANGLE CONNECTION.SEE BRACING ELEVATIONS FORDESIGN FORCES, TYPWPCOLUMN PERPLAN1" CLR MINTYP1" MIN,1" WELDWPBEAM PER PLANERECTION BOLTOR PINTUBE BRACE MEMBER(SLOT TUBE AT GUSSET)TYPBOTH SIDES OF GUSSETREQUIRED WELD SIZE AND LENGTH (S & L) PER FABRICATORSETBACK, TYPPL1/2 (MIN)1" MIN, TYP1" WELDS LSTIFFENER PL NS & FS AS REQUIREDWPBEAM PER PLANERECTION BOLTOR PINTUBE BRACE MEMBER(SLOT TUBE AT GUSSET)TYPS LBOTH SIDES OF GUSSETREQUIRED WELD SIZE AND LENGTH (S & L) PER FABRICATORSETBACK, TYPPL1/2 (MIN)ERECTION BOLTOR PINMIN1" CLR,1" WELD1" MIN, TYPSTIFFENER PL NS & FS AS REQUIREDCOLUMN PER PLANERECTION BOLTOR PINWPDOUBLE ANGLE CONNECTION. SEEBRACING ELEVATIONS FOR DESIGNFORCES, TYP. WELD ANGLES ON3 SIDES W/ FILLET WELDS.BEAM PER PLAN1" W ELDSETBACKS LBOTH SIDES OF GUSSETREQUIRED WELD SIZE AND LENGTH (S & L) PER FABRICATORTUBE BRACE MEMBER(SLOT TUBE AT GUSSET)PL1/2 MINSEE1" MIN, TYP1" CLR MINNOTES:1. ALLOW FOR 1" CLEAR FROM TUBE BRACE MEMBER TO PRECAST SLAB, WHERE OCCURS.NOTE 1SETBACK, TYPBEAM PER PLANPL1/2 (MIN)BOTH SIDES OF GUSSET REQUIRED WELD SIZE AND LENGTH (S & L) PER FABRICATORTUBE BRACE MEMBER(SLOT TUBE AT GUSSET)ERECTION BOLTOR PINDOUBLE ANGLE CONNECTION.SEE BRACING ELEVATIONS FORDESIGN FORCES, TYPWPCOLUMN PERPLAN1" CLR MINTYP1" M IN ,1" WELDS LNOTES:1. ALLOW FOR 1" CLEAR FROM TUBE BRACE MEMBER TO PRECAST SLAB, WHERE OCCURS.SEENOTE 1BEAM PER PLANS LBOTH SIDES OF GUSSETREQUIRED WELD SIZE AND LENGTH (S & L) PER FABRICATORTUBE BRACE MEMBER(SLOT TUBE AT GUSSET)PL1/2 (MIN)COLUMN PERPLANERECTION BOLTOR PINWPDOUBLE ANGLE CONNECTION.SEE BRACING ELEVATIONS FOR DESIGN FORCES, TYP1" WELDSETBACK, TYPMIN1" CLR1" MIN, TYP1" CLR MINNo.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 S53106/04/18STEEL FRAME SECTIONSAND 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.S5311BRACING GENERAL NOTES (ASD)N.T.S.S5312BRACE DETAILN.T.S.S5313BRACE DETAILN.T.S.S5314BRACE DETAILN.T.S.S5315BRACE DETAILN.T.S.S5316BRACE DETAILN.T.S.S5317BRACE DETAILN.T.S.S5318BRACE DETAILN.T.S.S5319BRACE DETAILREVISIONSNO. DATE DESCRIPTION