HomeMy WebLinkAboutBldg H - 2nd Floor Truss Layout16" FLUSH BEAM BY OTHERSBEARING WALLBUILDING HSECOND FLOOR5 1/4"X11 1/4" P.T. GLU-LAM ANDCONNECTIONS BY OTHERS (TYP.)HARDWARE40 - THA422DECK FRAMING BY OTHERS (TYP.)THA422THA422THA422THA422THA422THA422THA422TYPICAL PLUMBING DROPS7" AT TOILETS5" AT TUBS AND SHOWERSIRC-2018, TPI-2014,BCSI-06.40-20-10 FLOOR LOADING @ 16" O.C. & 19.2" O.C. @ L/480, TL/360.16" 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 VENT TOUSE HVAC CHASE ONLYTHA4221 1/4" X 16" RIM BOARD THIS WALL ONLY - BY OTHERS2X12 AND INVERTEDHANGER BY OTHERS (TYP.)16"O.C. SPACING19.2"O.C. SPACINGTHA42216" FLUSH BEAM BY OTHERSBEARING WALLTHA422THA422THA422THA422THA422THA422THA422PLUMBING VENT TOUSE HVAC CHASE ONLYTHA4221 1/4" X 16" RIM BOARD THIS WALL ONLY - BY OTHERS2X12 AND INVERTEDHANGER BY OTHERS (TYP.)THA4225 1/4"X11 1/4" P.T. GLU-LAM ANDCONNECTIONS BY OTHERS (TYP.)DECK FRAMING BY OTHERS (TYP.)19.2"O.C. SPACING16"O.C. SPACINGFRAMER 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 TO THE FOUNDATION.2X4 TOP END OF TRUSS RIBBON BRACING BY OTHERS. 2X6 STRONGBACKBRACING @ 10' O.C. MAX. BY OTHERS.DISCLAIMER: BFS/PROBUILD/CARTER LEE COMPONENTS IS NOT THE; ENGINEER OF RECORD, PROJECT ENGINEER NOR CONSULTING ENGINEER.ALL PROJECT ENGINEERING IS THE SOLE RESPONSIBILITY OF ROTTMANN/COLLIER ARCHITECTS, THE ENGINEER OF RECORD.CHATHAM 1FLETCHER 2CHATHAM 25 1/4"X11 1/4" P.T. GLU-LAM ANDCONNECTIONS BY OTHERS (TYP.)1 1/4" X 16" RIM BOARD THIS WALL ONLY - BY OTHERSDECK FRAMING BY OTHERS (TYP.)2X12 AND INVERTEDHANGER BY OTHERS (TYP.)16" FLUSH BEAM BY OTHERS16" FLUSH BEAM BY OTHERSDBL. 2X6BY OTHERSFE02FG07FG06FG05FG03FE01F01FG08FE03FG04FG01F01AFG02FE04 FE05FE02FG07FG06FG05FG03FE01F01FG08FE03FG04FG01F01AFG02FE04FE05FG09FG13F14FG12FG16FG14FG11FE06FE07FG15F13FG10F03(2)F05(3)F07(5)F04(2)F06(3)F03(2)F05(3)F07(5)F04(2)F06(3)F02(4)F02(4)
F12(2)F10(4)F09(2)
F08(2)
F11(2)
F15(6)F16(4)7-06-0016-06-003-00-0037-00-004-02-0012-06-007-04-0024-00-004-00-0016-06-0037-00-004-02-0012-06-007-04-004-00-007-10-041-02-041-04-001-04-001-04-001-04-001-04-001-04-001-04-001-04-001-04-041-03-121-04-001-05-001-05-121-01-041-04-001-04-041-03-1224-00-0013-00-001-07-031-07-031-07-031-07-031-07-041-08-041-06-027-06-0016-06-003-00-0016-06-007-10-041-02-041-04-001-04-001-04-001-04-001-04-001-04-001-04-001-04-001-04-041-03-121-04-001-05-001-05-121-01-041-04-001-04-041-03-121-07-031-07-031-07-031-07-031-07-041-08-041-06-0213-00-0024-00-001-07-081-07-087-06-003-06-003-04-0017-11-0817-11-083-04-007-06-003-06-003-08-083-08-0824-00-004-00-0020-00-002-11-084-06-08 12-06-002-00-002-00-007-10-041-10-0010-00-008-02-001-00-001-07-031-07-031-02-021-07-031-07-031-07-031-07-031-07-031-07-0112-02-083-04-003-06-007-09-045-08-081-07-001-04-001-05-071-07-031-07-031-07-031-07-041-07-031-07-031-07-031-07-031-07-031-07-031-04-024-004-0068-08-0068-08-004-004-002-04-00IRC 2018TPI 201440TCLL - 20TCDL -10BCDLONYX + EAST, LLC.CARMEL, IN. 46032UPTOWN WEST CLAYBUILDING H, 2ND FLOOR1/4"=1'June 11, 2020JGJ20002361CUSTOMER: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