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HomeMy WebLinkAboutS511-STEEL-COLUMN-AND-BASE-PLATE-SCHEDULES-Rev.0COLUMN BASE PLATE SCHEDULEMARKPLATE SIZEBP1B" X N" X T"ANCHOR RODSQTYDIAREMARKS13" X 13" X 3/4"43/4"EMBED LENGTH12"SEE DETAILANCHOR ROD TABLEANCHOR ROD DIABASEPLATEHOLE DIA3/4"MINIMUM WASHER SIZEMINIMUM WASHER THICKNESSMINIMUM PROJ ABOVET/CONCNON-SHRINK GROUTBED THK1 5/16"2"1/4"8"2"MIN EDGEDISTANCE, E1 1/2"1"1 13/16"3"3/8"8"2"2"1 3/4"2 3/4"4"5/8"10"3"3"1 1/4"2 1/16"3"1/2"10"3"2"NOTES:1. ANCHOR RODS ARE ASTM F1554 GR. 36 UNO.2. PROVIDE WELDED PLATE WASHERS IN ACCORDANCE WITH TYPICAL DETAIL AT ALL STEEL BRACED FRAMES AND MOMENT FRAMES, UNO.1 1/2"2 5/16"3 1/2"1/2"10"3"2 1/2"/2S511BP215" X 15" X 3/4"43/4"12"SEE DETAIL/2S511BP317" X 17" X 3/4"43/4"12"SEE DETAIL/2S511BP419" X 19" X 3/4"43/4"12"SEE DETAIL/2S511BP519" X 19" X 1 1/4"43/4"12"SEE DETAIL/2S511BP619" X 19" X 1 1/2"43/4"12"SEE DETAIL/2S511BP720" X 20" X 1 3/4"41"12"SEE DETAIL/2S511BP820" X 20" X 2"41"12"SEE DETAIL/2S511BP920" X 20" X 2"41"18"SEE DETAIL/2S511BP10PER DETAILPER DETAILPER DETAILPER DETAILSEE DETAIL/8S511BP1124" X 24" X 2"61-1/2"24"SEE DETAIL/9S511BP12PER DETAILPER DETAILPER DETAILPER DETAILSEE DETAIL/10S511BP1318" X 18" X 1 1/2"43/4"-SEE DETAIL/3S511BP1415" X 20" X 1 1/4"43/4"-SEE DETAIL/3S511BP1515" X 22" X 1"41"-SEE DETAIL/3S511BP1613" X 20" X 3/4"43/4"-SEE DETAIL/3S511BASE PLATE PER COLUMNSCHEDULECOLUMN PER PLAN5/16TOP NUTS / WASHERSNON-SHRINK GROUTANCHOR RODS PER COLUMN SCHEDULE PLANSECTIONHEX NUT (NO WASHER)TACK WELD NUT TOANCHOR ROD, TYPPROJECTION PERNOTES:1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE SUFFICIENT TEMPORARY SUPPORT OF COLUMN BASE PLATES USING LEVELING PLATES, LEVELING NUTS / WASHERS OR STEEL SHIMS (OR COMBINATION THEREOF) PRIOR TO PLACEMENT AND CURING OF NON-SHRINK GROUT. SHIMS AND LEVELING NUTS / WASHERSEEQEQEBEEQEQENSCHEDULEPER SCHEDULELENGTHEMBEDBASE PLATE PER COLUMNSCHEDULECOLUMN PER PLANNON-SHRINK GROUTANCHOR RODS PER COLUMN SCHEDULEPLANSECTIONHEX NUT (NO WASHER)TACK WELD NUT TOANCHOR ROD, TYPPROJECTION PERNOTES:1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE SUFFICIENT TEMPORARY SUPPORT OF COLUMN BASE PLATES USING LEVELING PLATES, LEVELING NUTS / WASHERS OR STEEL SHIMS (OR COMBINATION THEREOF) PRIOR TO PLACEMENT AND CURING OF NON-SHRINK GROUT. TOP NUTS / WASHERSSHIMS AND LEVELING NUTS / WASHERSEEQEQEBEEQEQENSCHEDULEPER SCHEDULELENGTHEMBED5/16NO WELDAT FILLETSAND TOESBASE PLATEPER SCHEDULE5/16NO WELD ATFILLETS ANDTOESBOLT GAGEAS REQD BYSUPPORTINGBEAMCOLUMN PER PLANPLANSECTIONA325 ANCHOR BOLTS PER SCHEDULE W/ WASHERS AND NUTSBEAM PER PLAN.3/8" STIFFENER PLATE EACH SIDE OF BEAM WEBCOLUMN PERPLANBASE PLATEPER SCHEDULE3 1/ 2"BN1 1/2"1 1/2"COLUMN WEB PARALLEL TO BEAMBASE PLATEPER SCHEDULEBOLT GAGEAS REQD BYSUPPORTINGBEAMCOLUMN PER PLANPLANSECTIONBEAM PER PLAN.3/8" STIFFENER PLATE EACH SIDE OF BEAM WEBCOLUMN PERPLANBASE PLATEPER SCHEDULE3 1/ 2"NB1 1/2"1 1/2"COLUMN WEB PERPENDICULAR TO BEAMA325 ANCHOR BOLTS PER SCHEDULE W/ WASHERS AND NUTS5/16NO WELD ATFILLETS ANDTOESANCHOR ROD PERCOLUMN SCHEDULE3-1/2x3-1/2x3/8 PLATE WASHERW/ STANDARD HOLES UNO (USELARGER PLATE WHERE INDICATEDON COLUMN SCHEDULE OR ANCHORROD TABLE)BASEPLATE PERCOLUMN SCHEDULE1/4NOTES:1. THIS DETAIL APPLIES AT ALL BRACED FRAMES AND MOMENT FRAMES UNO.SHIM ASREQDERECTIONCLEARANCEA325 BOLTS SNUGTIGHT, TYP (UNO)4'-0" ABOVE FLOORFINISHFINISHNOTES:1. DEPTH OF Dv AND Dk NOMINALLY THE SAME.2. IF FLUSH BEARING IS NOT ACHIEVED AFTER STEEL ERECTION PRIOR TO PLACEMENT OF SLABS ABOVE THE SPLICE LEVEL, 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. DO NOT PLACE SLABS ABOVE SPLICES UNTIL ALL GAPS ARE PROPERLY ADDRESSED.DvDkSPLICE PLATE, TYPFABRICATOR NOTE: DESIGN SPLICE CONNECTIONAS REQUIRED TO COMPLY WITH ALL OSHA ANDTEMPORARY ERECTION SAFETY REQUIREMENTS.NOTE 2SHIM ASREQD4'-0" ABOVE FLOORFINISHFINISHNOTES:1. DEPTH OF Dv AND Dk NOMINALLY THE SAME.2. IF FLUSH BEARING IS NOT ACHIEVED AFTER STEEL ERECTION PRIOR TO PLACEMENT OF SLABS ABOVE THE SPLICE LEVEL, 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. DO NOT PLACE SLABS ABOVE SPLICES UNTIL ALL GAPS ARE PROPERLY ADDRESSED.3. THIS DETAIL APPLIES TO ALL BRACED FRAME AND MOMENT FRAME COLUMN SPLICES, UNO.DvDkSPLICE PLATE, TYPFULLY TENSIONED A325 BOLTS WITH CLASS AFAYING SURFACES. DESIGN BOLTS FOR NETTENSION INDICATED ON COLUMN SCHEDULE.WHERE NET TENSION VALUE IS NOT INDICATED,PROVIDE SPLICE CONNECTION AS REQUIRED TO COMPLY WITH ALL OSHA AND TEMPORARY ERECTION SAFETY REQUIREMENTS.TYPTYPWHERE HORIZONTAL SHEAR FORCE IS INDICATED, PROVIDE WEB PLATE SHEAR CONNECTION TO RESIST ENTIRE SHEAR FORCENOTE 2BASE PL 2 1/4 x 20 x 1'-8"COLUMN PER PLAN3/8GROUT2" NON-SHRINK(4) 1" DIA ANCHOR RODS, EMBED 18"PLANSECTION2" CLR, TYPNOTES:1. SEE "TYPICAL WF COLUMN BASE DETAIL" FOR ADDITIONAL INFORMATION.SHEAR LUG (2) 1-1/2" WIDE x 4" DEEP x 20" LONG1/21/2TYPGROUT POCKET (2) 2-1/2" WIDE x 2-1/2" DEEP x 22" LONG1' - 8"1' - 8"3"3"DYWIDAG, TYP. SEE FOR ADDITIONAL INORMATION/5S303BASE PLATE PER COLUMNSCHEDULECOLUMN PER PLANNON-SHRINK GROUTANCHOR RODS PER COLUMN SCHEDULEPLANSECTIONEEQEQEEEQEQEHEX NUT (NO WASHER)TACK WELD NUT TOANCHOR ROD, TYPPROJECTION PERNOTES:1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE SUFFICIENT TEMPORARY SUPPORT OF COLUMN BASE PLATES USING LEVELING PLATES, LEVELING NUTS / WASHERS OR STEEL SHIMS (OR COMBINATION THEREOF) PRIOR TO PLACEMENT AND CURING OF NON-SHRINK GROUT. TOP NUTS / WASHERSSHIMS AND LEVELING NUTS / WASHERSNBSCHEDULEPER SCHEDULELENGTHEMBED3/8NO WELDAT FILLETSAND TOESTHREADEDBASE PL2-1/4 x 24 x 2'-0"COLUMN PER PLAN3/8GROUT3" NON-SHRINK(4) 1-1/2" DIA ANCHOR RODS, EMBED 18"PLANSECTIONNOTES:1. SEE "TYPICAL WF COLUMN BASE DETAIL" FOR ADDITIONAL INFORMATION.SHEAR LUG (4) 1-3/4" WIDE x 5" DEEP x 24" LONG. 1/2 EACH WAY.1/21/2GROUT POCKET (4) 2-3/4" WIDE x 2-1/2" DEEP x 26" LONG. 1/2 EACH WAY.2 1/2" CLR, TYP2' - 0"2' - 0"4 1/2"4 1/2"4 1/2"4 1/2"DYWIDAG, TYP. SEE FOR ADDITIONAL INORMATION/6S303D-BEAM PER PLAN, TYPSLOPED COLUMN PER PLANCOLUMN PER PLAN. EXTEND 3" PAST TOP OF PRECAST.CJPEND PLATE SHEAR CONNECTION / DESIGN TO COLUMN PER STEEL SUPPLIER PER PLANT / PCCJPCJPNo.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 S51106/04/18STEEL COLUMN AND BASEPLATE SCHEDULES2017.01823CARMEL, 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.S5115COLUMN BASE PLATE SCHEDULE ANDANCHOR ROD TABLEN.T.S.S5111TYPICAL HSS COLUMN BASE DETAILN.T.S.S5112TYPICAL W COLUMN BASE DETAILN.T.S.S5113TYPICAL W COLUMN BASE DETAIL ON BEAMN.T.S.S5114TYPICAL WELDED PLATE WASHER DETAILN.T.S.S5116TYPICAL COLUMN SPLICEN.T.S.S5117TYPICAL FRAME COLUMN SPLICEN.T.S.S5118BASE PLATE 10 DETAILN.T.S.S5119COLUMN BASE DETAILN.T.S.S51110BASE PLATE 12 DETAILN.T.S.S51111TYPICAL SLOPED COLUMN AND CJP SPLICEREVISIONSNO. 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