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HomeMy WebLinkAboutJ21106524 LAYOUT (D36X24)BBO BBOTHA422 THA422 THAC422 BBOBBO THA422 THA422 THAC422 HARDWARE 30 - THA422 2 - THAC422916VETERANSWAY CAMBRIDGE1 CUSTOM W/ LIFT FRAMER TOFIELD VERIFYALL PLUMBING, HVAC, SPRINKLER, ELECTRICAL AND ROOF DRAIN LOCATIONS PRIOR TOSETTING TRUSSES. PLUMBING VENT STACKS TOBEFIELD LOCATED IN BETWEEN TRUSSES AND STUDS WHEREPOSSIBLE. TRUSSES CANNOT BECUT, DRILLED OR NOTCHED. BLOCKING BETWEEN TRUSSES FOR PARALLEL WALLS ABOVEAND BELOW BYBLDR. FRAMER TOSOLID BLOCK ALL POINT LOADS FROM ABOVETHROUGH THEFLOOR TO THEFOUNDATION. 2X6TOP END OF TRUSS RIBBON BRACING BYOTHERS. 2X6STRONGBACK BRACING @10'O.C. MAX. BYOTHERS. IBC-12, TPI-07, BCSI-06. 40-20-10 FLOOR LOADING @19.2" O.C. @L/480, TL/240. 16" DEEP 4X2 METAL PLATECONNECTED WOOD FLOOR TRUSSES. DIMENSIONS ARESTUD TOSTUD FRAMING. (FEET-INCHES-SIXTEENTHS) ALL BRACING (TEMP. &PERM.) AND BRACING DESIGN BYOTHERS, SEEPLAN AND BCSI-B7. ALL CONVENTIONAL FRAMING, BLOCKING, SHEATHING, SHEAR HARDWAREAND RELATED CONNECTIONS BYOTHERS. TRUSS LUMBER IS KD19 SPF AND/OR SP-SYP, AS NEEDED, PER EACH DESIGN FOR THEREQUIRED LOADING AND DEFLECTION CRITERIA. (NOTREATED OR FIRETREATED LUMBER USED. TRUSSES CANNOT COMEINTODIRECT CONTACT WITH CONCRETE) BEAMS (DROPPED OR FLUSH AS NOTED) PER PLAN AND SEPARATION SHEATHING BYOTHERS. PLUMBING WALL 904VETERANSWAY CAMBRIDGE2 CUSTOM W/ LIFT TALL WALL TALL WALL TALL WALL TALL WALL TALL WALL TALL WALL 912 VETERANSWAY MANCHESTER 1 CUSTOM 908VETERANSWAY MANCHESTER 2 CUSTOM W/LIFT TALL WALLTALL WALLTALL WALLTALL WALL PLUMBING WALL 2 PLY11 7/8" LVL HEADER OVER BAY PLUMBING WALL PLUMBING WALL PLUMBING WALL PLUMBING WALL 2 PLY11 7/8" LVL HEADER OVER BAY BBO BBO PRELIMINARYONLY EXTEND BEAMTHA422 THA422 THA422EXTEND BEAM THA422 THA422 THA4222 PLY16" LVL FLUSHBEAM BYOTHERS2 PLY16" LVL FLUSHBEAM BYOTHERS FG14 F16 FG16 FG17 F18 FG15F19 FG14 F16 FG16 FG17 F18FG15 F19 FG22 F24 FG19 FG21 FG20FG24FG19 FG20FG21 FG22 F24F17(3)F17(3)F15(11)F15(11)FG18(2)FG18(2)F21(2)F20(11)F20(11)F21(2)F22(3)F23(3)FG23(2)FG23(2)F20(7)F20(7)F15A(7)F15A(7)2-00-00 42-00-0044-00-002-01-08 2-00-00 5-05-00 2-00-00 10-03-08 21-10-00 21-10-00 14-03-00 10-02-088-10-00 3-04-005-02-00 5-01-002-01-08 21-10-00 21-10-00 3-04-00 3-04-0014-03-00 8-10-00 10-02-085-02-00 5-01-002-00-00 5-05-002-00-00 10-03-08 4-004-002-00-00 42-00-0019-10-00 4-0019-10-00 4-00 19-10-00 2-01-08 2-00-00 5-05-00 2-00-00 8-03-08 19-10-00 2-01-08 2-00-00 5-05-002-00-00 8-03-08 84-04-00 2-00-08 1-07-04 1-09-10 1-09-021-09-141-01-00 2-02-00 7-13 1-07-03 1-07-03 1-07-03 1-07-03 1-00-03 1-00-03 1-00-12 1-07-03 9-10 1-07-03 1-07-03 9-10 1-04-08 1-07-03 1-07-03 1-09-04 1-09-03 1-09-03 1-07-03 1-07-03 1-07-03 9-10 1-07-03 9-10 1-07-03 1-07-03 1-07-03 1-07-04 1-07-03 1-07-03 1-00-12 1-09-04 1-09-03 1-07-03 1-07-03 1-07-03 1-01-00 1-04-08 1-07-03 1-00-03 1-00-03 1-09-03 1-09-10 1-09-141-09-02 7-132-02-00 1-07-03 1-10-043-04-00 5-125-12 IBC 2012TPI 2007 40TCLL - 20TCDL - 10BCDL ONYX +EAST, LLC.Veterns's Way&Monon GreenCarmel, IN. 46032MELANGE- BLDG. #10 3RD FLOOR1/4"=1'November 4, 2021JSG J21106524CUSTOMER:PROJECT: LOCATION: JOB #:DATE:DESIGNER: DESIGN INFORMATION: SCALE:9028 OldSR 67 SouthMooresville, 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 modifytrusses. 5) Refer to the individual truss design drawings for the location of member bracing, uplift and truss end reactions. 6) Installation of all temporaryand permanent bracing is essential. See truss drawings, BCSI-B2 SummarySheet and building designer requirements.III11/24/21