HomeMy WebLinkAboutJ22200187 LAYOUT (D36X24)BBOBBOBBOELECDATAELEC WALL BELOWLADDER FRAME BETWEENTRUSSES BY BLDR.THA422THA422THA422THA422THA422THA422THA422BBOLADDER FRAME BETWEENTRUSSES BY BLDR.THA422THA422THA422ELECBBOBBOTHA422THA422THA422DATAELEC WALL BELOWTHA422BBOLADDER FRAME BETWEENTRUSSES BY BLDR.THA422 THA422ELECBBOBBOTHA422THA422THA422DATAELEC WALL BELOWTHA422HARDWARE56 - THA422THA422THA422 THA422EXTEND BEAM3 PLY 16" FLUSHLVL BY OTHERS946 BERKHAMSTEDCAMBRIDGE 2 CUSTOMFRAMER TO FIELD VERIFY ALL PLUMBING, HVAC, SPRINKLER, ELECTRICAL AND ROOF DRAIN LOCATIONS PRIOR TO SETTING TRUSSES.PLUMBING VENT STACKS TO BE FIELD LOCATED IN BETWEEN TRUSSES AND STUDS WHERE POSSIBLE.TRUSSES CANNOT BE CUT, DRILLED OR NOTCHED. BLOCKING BETWEENTRUSSES FOR PARALLEL WALLS ABOVE AND BELOW BY BLDR.FRAMER TO SOLID BLOCK ALL POINT LOADS FROM ABOVE THROUGH THE FLOOR TO THE FOUNDATION.2X6 TOP END OF TRUSS RIBBON BRACING BY OTHERS. 2X6 STRONGBACKBRACING @ 10' O.C. MAX. BY OTHERS.IBC-12, TPI-07, BCSI-06.40-20-10 FLOOR LOADING @ 19.2" O.C. @ L/480, TL/240.16" DEEP 4X2 METAL PLATE CONNECTED WOOD FLOOR TRUSSES.DIMENSIONS ARE STUD TO STUD FRAMING. (FEET-INCHES-SIXTEENTHS)ALL BRACING (TEMP. & PERM.) AND BRACING DESIGN BY OTHERS, SEEPLAN AND BCSI-B7.ALL CONVENTIONAL FRAMING, BLOCKING, SHEATHING, SHEAR HARDWARE AND RELATED CONNECTIONS BY OTHERS.TRUSS LUMBER IS KD19 SPF AND/OR SP-SYP, AS NEEDED, PER EACH DESIGN FOR THE REQUIRED LOADING AND DEFLECTION CRITERIA.(NO TREATED OR FIRE TREATED LUMBER USED. TRUSSES CANNOT COMEINTO DIRECT CONTACT WITH CONCRETE)BEAMS (DROPPED OR FLUSH AS NOTED) PER PLAN AND SEPARATION SHEATHING BY OTHERS.PLUMBING WALL3 PLY 16" FLUSHLVL BY OTHERSTHA422THA422THA422SPRINKLER ROOM942 BERKHAMSTEDCAMBRIDGE 2 CUSTOM938 BERKHAMSTEDCAMBRIDGE 1 CUSTOMW/ FLEX BAYW/SPRINKLER ROOMPLUMBING WALLEXTEND BEAMTALL WALLTALL WALLTALL WALLTALL WALLTALL WALLTALL WALLPRELIMINARY ONLYF05FG01FG02F03FG03F04AFG05FG06F06FG04FG08FE01FG09FG09F08F05FG01FG02F03FG03F04AFG05FG06F06FG04FG08FE01FG09FG09F08F05FG01AFG02F03FG03F04AFG05FG06F02AF02F06FG04FG08FE01FG09FG09F08F02(2)F07(7)F04(2)
F02(2)F07(7)F04(2)F07(7)F04(2)
F01(9)
F01A(6)
F01(6)
F01(6)
F01A(6)F01(3)
F01(9)2-00-0042-00-0044-00-002-01-082-00-005-05-002-00-002-06-087-09-0021-10-0021-10-003-00-001-05-0011-11-008-06-001-00-002-03-061-05-079-151-07-031-09-031-01-081-01-001-05-031-09-031-07-031-05-022-01-141-00-0314-03-0010-02-089-06-003-04-003-04-001-09-101-09-1410-102-08-0811-139-091-06-008-131-09-031-07-041-07-031-09-031-05-031-03-0311-041-04-121-06-082-05-005-02-005-01-001-09-141-09-103-04-003-04-001-09-0311-1314-03-001-04-122-01-141-06-089-06-0010-101-03-039-0911-041-06-008-131-09-031-07-041-07-031-05-031-05-001-00-0310-02-082-05-005-02-005-01-002-08-0811-11-001-00-001-05-021-07-031-09-031-05-031-01-001-01-081-09-031-07-039-158-06-001-05-0721-10-002-03-067-09-003-00-0021-10-002-01-082-00-005-05-002-00-002-06-082-01-0821-10-0021-10-001-05-001-09-141-09-103-04-003-04-001-09-0311-1314-03-001-04-122-01-141-06-089-06-0010-101-03-039-0911-041-06-008-131-09-031-07-041-07-031-05-031-00-0310-02-082-05-005-02-005-01-002-08-0811-11-001-05-021-07-031-09-031-05-031-01-001-01-081-09-031-07-039-158-06-001-05-072-03-067-09-003-00-002-00-00 5-05-00 2-00-00 2-06-084-004-0066-02-002-00-0042-00-001-00-001-00-002-01-08 2-00-00 5-05-00 2-00-0030-05-086-004-082-00-002-00-002-00-009-04-0030-08-002-06-002-06-004-00IBC 2012TPI 200740TCLL -20TCDL -10BCDLONYX + EAST, LLC.VETERAN'S WAYCARMEL, IN. 46032MELANGE - BLDG. #32ND FLOOR1/4"=1'January 17, 2022JSGJ22200187CUSTOMER:PROJECT:LOCATION:JOB #:DATE:DESIGNER: DESIGN INFORMATION:SCALE:9028 Old SR 67 SouthMooresville, IN 46158(317) 834-5380Truss Placement Guide1) This layout is intended for the purpose of truss locationand placement only. Refer to the building plans for actualbuilding 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 locationof member bracing, uplift and truss end reactions.6) Installation of all temporary and permanent bracing isessential. See truss drawings, BCSI-B2 Summary Sheetand building designer requirements.III