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HomeMy WebLinkAboutBldg C 3rd Floor Truss LayoutIRC-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 TO THE FOUNDATION. 2X6 TOPEND OF TRUSS RIBBON BRACINGBYOTHERS. 2X6 STRONGBACK BRACING@10' O.C. MAX. BYOTHERS. CHATHAM2CHATHAM2 HARDWARE 4 - HUC26-2 66 - THA422 RITTENHOUSE1 PLUMBINGWALL THA422 THA422THA422 THA422 THA422 THA422THA422 THA422PLUMBINGWALL THA422 THA422THA422 THA422 THA422 THA422THA422 THA422PLUMBINGWALL HUC26-2 THA422 THA422 THA422THA422 THA422 HUC26-2DBL. 2X6 BBO CHATHAM1 CHATHAM1 RITTENHOUSE2 PLUMBINGWALL THA422 THA422THA422 THA422 THA422 THA422THA422 THA422PLUMBINGWALL THA422 THA422THA422 THA422 THA422 THA422THA422 THA422PLUMBINGWALL HUC26-2 THA422 THA422 THA422THA422 THA422 HUC26-2 DBL. 2X6 BBO PRELIMINARYBLDG. C FG18 FG16 FG20FG21FG17 FG15 FG19FGE04FG18 FG16 FG20FG21FG17 FG15 FG19FGE04FG23 FG22 FG26FG24 FG27F14 F13FGE05 FG18 FG16 FG20 FG21FG17 FG15 FG19FGE04FG18 FG16 FG20 FG21FG17 FG15 FG19FGE04 FG23 FG22 FG26FG24FG27 F14 F13 FGE05F09(2)F09(9)F13(4)F12(2)F10(3)F11(2)F09(2)F09(9)F13(4)F12(2)F10(3)F11(2)F09(12)F09(6)F12(5) F09(2)F09(9)F13(4)F12(2) F10(3)F11(2)F09(2)F09(9)F13(4)F12(2) F10(3)F11(2)F09(12) F09(6)F12(5)24-00-0024-00-00 4-004-0024-00-00 5-03-0017-11-0813-10-004-01-08 3-04-00 5-11-081-02-003-06-005-03-0017-11-0813-10-004-01-08 3-04-00 5-11-08 3-06-009-00-08 11-00-002-10-081-09-08 3-04-00 2-00-002-00-002-00-002-00-002-05-08 24-00-00 4-0024-00-00 4-0024-00-00 37-00-0024-00-00 24-00-00 4-004-00 24-00-005-03-0017-11-0813-10-004-01-083-04-00 5-11-08 1-02-003-06-005-03-0017-11-0813-10-004-01-08 3-04-00 5-11-08 3-06-009-00-08 11-00-002-10-081-09-083-04-002-00-002-00-002-00-002-00-002-05-08 24-00-00 4-0024-00-00 4-0024-00-00 37-00-004-004-00 145-08-00 IRC 2018 TPI 2014 40TCLL - 20TCDL - 10BCDL ONYX +EAST, LLC.UPTOWN WEST CLAY BUILDINGC, 3RD FLOOR3/16"=1' March28, 2021JSG B21100776ACUSTOMER:PROJECT: LOCATION: JOB #:DATE:DESIGNER: DESIGN INFORMATION: SCALE:9028 OldSR67 SouthMooresville, IN 46158(317)834-5380Truss 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.IIICARMEL, IN. 46032 04/30/21