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HomeMy WebLinkAboutJ21106523 LAYOUT (D36X24)BBO BBOBBO ELECWALL BELOW LADDERFRAME BETWEEN TRUSSES BYBLDR. THA422 THA422 THA422 THA422 THA422 THA422 THA422 BBO LADDERFRAME BETWEEN TRUSSES BYBLDR. THA422THA422 BBOBBO THA422 THA422 THA422 ELECWALL BELOW THA422 HARDWARE 62 - THA422THA422 THA422 THA422 EXTEND BEAM 3PLY16"FLUSHLVL BYOTHERS 916VETERANSWAY CAMBRIDGE 1 CUSTOM W/FLEX BAY&LIFT W/ SPRINKLERROOM FRAMERTOFIELD VERIFYALL PLUMBING, HVAC, SPRINKLER, ELECTRICAL AND ROOF DRAINLOCATIONS PRIORTO SETTING TRUSSES. PLUMBING VENT STACKS TOBE FIELD LOCATED INBETWEENTRUSSES AND STUDS WHERE POSSIBLE. TRUSSES CANNOT BE CUT, DRILLED ORNOTCHED. BLOCKING BETWEENTRUSSES FORPARALLEL WALLS ABOVE AND BELOW BYBLDR. FRAMERTOSOLID BLOCK ALL POINT LOADS FROM ABOVE THROUGH THE FLOORTOTHE FOUNDATION. 2X6 TOP END OF TRUSS RIBBON BRACING BYOTHERS. 2X6 STRONGBACK BRACING @10' O.C. MAX. BYOTHERS. IBC-12, TPI-07, BCSI-06. 40-20-10 FLOORLOADING @19.2" O.C. @L/480, TL/240. 16" DEEP 4X2 METAL PLATE CONNECTED WOOD FLOORTRUSSES. DIMENSIONS ARE STUD TO STUD FRAMING. (FEET-INCHES-SIXTEENTHS) ALL BRACING (TEMP. &PERM.)AND BRACING DESIGNBYOTHERS, 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 DESIGNFORTHE REQUIRED LOADING AND DEFLECTIONCRITERIA. (NOTREATED ORFIRE TREATED LUMBERUSED. TRUSSES CANNOT COME INTODIRECT CONTACT WITH CONCRETE) BEAMS (DROPPED ORFLUSH AS NOTED) PERPLANAND SEPARATION SHEATHING BYOTHERS. PLUMBING WALL 904VETERANSWAY CAMBRIDGE 2 CUSTOM W/FLEX BAY&LIFT TALL WALL TALL WALL TALL WALL TALL WALL3PLY16"FLUSHLVL BYOTHERSSPRINKLERROOMEXTEND BEAM THA422 THA422 THA422 THA422 THA422 THA422 EXTEND BEAM BBO PLUMBING WALL BBO PLUMBING WALL TALL WALL TALL WALL 912 VETERANSWAY MANCHESTER1 CUSTOM 908VETERANSWAY MANCHESTER2 CUSTOM W/LIFT TALL WALLTALL WALLTALL WALLTALL WALL PRELIMINARYONLY F05 FG01A FG02 F03 FG03 F04A FG05 FG06 F02A F02 F06 FG04 FG07FG08AFG08F08 F05 FG01 FG02 F03 FG03 F04A FG05 FG06 F02A F02 F06 FG04FG07 FG08AFG08F08 FG11 F13 FG09 FG10 FG12FG13FG09 FG12FG10 FG11 F13 F07(7)F04(2)F07(7)F04(2)F01A(6)F01(3) F01A(6)F01(9)F01A(6)F09(11)F10(2)F11(4)F09(8)F12(2)F12(2)F09(8)F14(4)F10(2)F09(11)2-00-00 42-00-0044-00-002-01-08 2-00-00 5-05-00 2-00-00 2-06-08 7-09-00 21-10-00 21-10-00 3-00-001-05-0011-11-00 8-06-00 1-00-00 2-03-061-05-07 9-15 1-07-03 1-09-03 1-01-08 1-01-00 1-05-03 1-09-03 1-07-03 1-05-02 2-01-141-00-03 14-03-00 10-02-08 9-06-00 3-04-00 3-04-00 1-09-10 1-09-1410-10 2-08-08 11-13 9-09 1-06-00 8-13 1-09-03 1-07-04 1-07-03 1-09-03 1-05-03 1-03-03 11-04 1-04-12 1-06-08 2-05-005-02-00 5-01-002-01-08 21-10-00 21-10-00 1-05-001-09-141-09-10 3-04-00 3-04-001-09-03 11-13 14-03-00 1-04-122-01-141-06-08 9-06-00 10-10 1-03-03 9-09 11-04 1-06-00 8-13 1-09-03 1-07-04 1-07-03 1-05-03 1-00-03 10-02-08 2-05-005-02-00 5-01-002-08-08 11-11-00 1-05-02 1-07-03 1-09-03 1-05-03 1-01-00 1-01-08 1-09-03 1-07-03 9-15 8-06-00 1-05-07 2-03-067-09-00 3-00-002-00-00 5-05-002-00-00 2-06-08 4-004-002-00-00 42-00-001-00-001-00-00 2-01-08 2-00-00 5-05-00 2-00-00 30-05-086-00 4-08 2-00-00 2-00-00 4-00 6-00 2-00-002-01-08 2-00-00 4-085-05-00 19-01-08 9-04-00 2-00-002-06-00 2-06-00 19-10-00 4-0019-10-00 4-00 19-10-00 2-01-08 2-00-00 5-05-00 2-00-00 2-06-08 5-09-00 19-10-00 2-01-08 2-00-00 5-05-002-00-00 2-06-08 5-09-00 84-04-00 2-00-00 2-00-00 2-00-08 IBC2012TPI 2007 40TCLL - 20TCDL - 10BCDL ONYX +EAST, LLC.Veterns's Way&Monon GreenCarmel, IN. 46032MELANGE - BLDG. #10 2ND FLOOR1/4"=1'November 4, 2021JSG J21106523CUSTOMER:PROJECT: LOCATION: JOB #:DATE:DESIGNER: DESIGNINFORMATION: SCALE:9028 OldSR67 SouthMooresville, IN46158(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 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