HomeMy WebLinkAboutJ22200190 LAYOUT (D36X24)BBOBBOLADDER FRAME BETWEENTRUSSES BY BLDR.PLUMBING WALLTHA422THA422THAC422PLUMBING WALLTHA422LADDER FRAME BETWEENTRUSSES BY BLDR.THAC422BBOTHA422BBOPLUMBING WALLTHA422LADDER FRAME BETWEENTRUSSES BY BLDR.THAC422BBOTHA422BBOHARDWARE13 - THA4223 - THAC422938 BERKHAMSTEDCAMBRIDGE 1 CUSTOM942 BERKHAMSTEDCAMBRIDGE 2 CUSTOM946 BERKHAMSTEDCAMBRIDGE 2 CUSTOMIBC-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.FRAMER 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.2 PLY 16" LVL FLUSH BEAM2 PLY 11 7/8" LVL HEADER OVER BAY2 PLY 11 7/8" LVL HEADER OVER BAY2 PLY 11 7/8" LVL HEADER OVER BAYTALL WALLTALL WALLTALL WALLTALL WALLTALL WALLTALL WALLEXTEND BEAMTHA422THA422THA422PRELIMINARY ONLYFG10F10FG11F11AFG14F12FG12FG16FE02F13FE04FE03FE04FE03FG10F10FG11F11AFG14F12FG12FG16FE02F13FG10F10FG11F11AFG14F12FG12FG16FE02F13FE04 FE03
F09(11)F11(2)F09(7)FG13(2)
FG13(2)F09(11)
F11(2)
F09(7)
FG13(2)F09(11)
F11(2)F09A(7)2-00-0042-00-0044-00-002-01-082-00-005-05-002-00-0010-03-0821-10-0021-10-001-00-031-09-031-00-031-04-081-01-001-07-031-07-031-07-031-09-031-09-041-00-128-10-003-04-003-04-001-09-101-09-1410-103-00-087-139-099-101-07-031-07-031-07-041-07-031-07-031-07-039-109-101-10-041-07-031-07-031-07-032-09-005-01-005-02-001-00-1221-10-001-07-037-135-01-009-092-01-089-1010-03-081-07-032-09-002-00-001-07-031-07-035-05-002-00-003-00-081-09-0421-10-001-09-149-101-10-045-02-001-07-031-07-0310-101-07-031-09-031-07-031-07-031-07-031-01-001-07-031-00-031-07-041-09-101-04-083-04-008-10-003-04-001-00-031-09-039-101-00-1221-10-001-07-037-135-01-009-092-01-089-1010-03-081-07-032-09-002-00-001-07-031-05-035-05-00 2-00-003-00-081-09-0421-10-001-09-149-101-10-045-02-001-07-031-07-0310-101-07-031-09-031-07-031-07-031-07-031-01-001-07-031-00-031-09-041-09-101-04-083-04-008-10-003-04-001-00-031-09-039-104-004-0066-02-004-004-005-1242-00-00IBC 2012TPI 200740TCLL -20TCDL -10BCDLONYX + EAST, LLC.VETERAN'S WAYCARMEL, IN. 46032MELANGE - BLDG. #33RD FLOOR1/4"=1'January 17, 2022JSGJ22200190CUSTOMER: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