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HomeMy WebLinkAboutBldg B 2nd Floor Truss LayoutHARDWARE 2 - HUC26-2 31 - THA422 IRC-2018, TPI-2014, BCSI-06. 40-20-10 FLOORLOADING@16" O.C. &19.2" O.C. @L/480, TL/240. 16" DEEP4X2 METAL PLATE CONNECTED WOOD FLOORTRUSSES. DIMENSIONS ARE STUD TO STUD FRAMING. (FEET-INCHES-SIXTEENTHS) ALL BRACING(TEMP. &PERM.) AND BRACINGDESIGN BYOTHERS, SEE PLAN AND BCSI-B7. ALL CONVENTIONAL FRAMING, BLOCKING, SHEATHING, SHEARHARDWARE AND RELATED CONNECTIONS BYOTHERS. TRUSS LUMBERIS KD19 SPF AND/ORSP-SYP, AS NEEDED, PEREACH DESIGN FORTHE REQUIRED LOADINGAND DEFLECTION CRITERIA. (NO TREATED ORFIRE TREATED LUMBERUSED. TRUSSES CANNOT COME INTO DIRECT CONTACT WITH CONCRETE) BEAMS (DROPPED ORFLUSH AS NOTED) PERPLAN AND SEPARATION SHEATHINGBYOTHERS. FRAMERTO FIELD VERIFYALL PLUMBING, HVAC, SPRINKLER, ELECTRICAL AND ROOF DRAIN LOCATIONS PRIORTO SETTINGTRUSSES. PLUMBINGVENT STACKS TO BE FIELD LOCATED IN BETWEEN TRUSSES AND STUDS WHERE POSSIBLE. TRUSSES CANNOT BE CUT, DRILLED ORNOTCHED. BLOCKINGBETWEEN TRUSSES FORPARALLEL WALLS ABOVE AND BELOW BYBLDR. FRAMERTO SOLID BLOCK ALL POINT LOADS FROM ABOVE THROUGH THE FLOORTO THE FOUNDATION. 2X6 TOPEND OF TRUSS RIBBON BRACINGBYOTHERS. 2X6 STRONGBACK BRACING@10' O.C. MAX. BYOTHERS. THA422 THA422 THA422 THA422 THA422 16" RIM BOARD BYOTHERS THA422 16" BEAM BYOTHERS THA422 THA422 THA422 THA422 THA422 THA422 THA422 16" RIM BOARD BYOTHERS THA422 16" BEAM BYOTHERS THA422 THA422 RITTENHOUSE1 CHATHAM2 CHATHAM2 16" RIM BOARD BYOTHERS 16" BEAM BYOTHERS THA422 THA422 THA422 THA422 HUC26-2 HUC26-2 PRELIMINARYBLDG. B FG04 FG02 FG01 FG07 FG08 FGE01 FGE02 FG03 FG06 F02 FG05 FG04 FG02 FG01 FG07 FG08 FGE01 FGE02 FG03 FG06 F02 FG05 FG11 FG09 FGE03 FG12 FG10 FG14 FG13 FGE01 FG01 F08(2) F05(2) F06(3) F04(2) F02(3) F03(3) F01(5) F07(2) F05(2) F06(3) F04(2) F02(3) F03(3) F01(5) F07(2) F01(5) F02(5) F02(3) F06(2) F05(4) 7 2-08-00 24-00-00 4-00 24-00-00 4-00 24-00-00 37-00-00 24-00-00 4-00 24-00-00 4-00 24-00-00 3-08-08 4-11-08 1-02-00 7-08-00 3-06-00 17-11-08 3-04-00 13-00-00 3-08-08 4-11-08 1-02-00 7-08-00 3-06-00 17-11-08 3-04-00 13-00-00 12-06-00 3-04-08 12-06-00 3-04-08 8-02-00 15-10-00 8-02-00 15-10-00 11-05-00 3-04-00 3-00-00 4-10-08 3-04-08 12-06-00 16-06-00 7-06-00 8-01-08 8-01-08 8-01-08 19-03-08 37-00-00 2-00-00 2-00-00 2-00-00 2-00-00 IRC 2018 TPI 2014 40TCLL - 20TCDL - 10BCDL ONYX +EAST, LLC. CARMEL, IN. 46032 UPTOWN WEST CLAY BUILDINGB, 2ND FLOOR 1/4"=1' March28, 2021 JSG B21100774 CUSTOMER: PROJECT: LOCATION: JOB #: DATE: DESIGNER: DESIGN INFORMATION: SCALE: 9028 OldSR67 South Mooresville, IN 46158 (317) 834-5380 Truss Placement Guide 1) This layout is intended for the purpose of truss location and placement only. Refer to the building plans for actual building construction. 2) All dimensions shown 00-00-00 are in feet-inches-sixteenths. 3) Trusses are spaced 24" on center unless otherwise noted. 4) Do not cut or modify trusses. 5) Refer to the individual truss design drawings for the location of member bracing, uplift and truss end reactions. 6) Installation of all temporary and permanent bracing is essential. See truss drawings, BCSI-B2 Summary Sheet and building designer requirements. III 04/29/21