HomeMy WebLinkAboutBldg G - 2nd Fl Truss Layout16" FLUSH BEAM BY OTHERSBEARING WALLBUILDING GSECOND FLOOR5 1/4"X11 1/4" P.T. GLU-LAM ANDCONNECTIONS BY OTHERS (TYP.)HARDWARE75 - 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.THA42216" RIM BOARD BY OTHERS2X12 AND INVERTEDHANGER BY OTHERS (TYP.)16"O.C. SPACING19.2"O.C. SPACINGTHA422FRAMER 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.2X6 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 116" FLUSH BEAM BY OTHERSBEARING WALL5 1/4"X11 1/4" P.T. GLU-LAM ANDCONNECTIONS BY OTHERS (TYP.)DECK FRAMING BY OTHERS (TYP.)THA422THA422THA422THA422THA422THA422THA422THA42216" RIM BOARD BY OTHERS2X12 AND INVERTEDHANGER BY OTHERS (TYP.)THA422THA422THA42216" RIM BOARD BY OTHERSDECK FRAMING BY OTHERS (TYP.)THA422THA422THA422THA422THA422THA422THA42216" FLUSH BEAM BY OTHERSBEARING WALL2X12 AND INVERTEDHANGER BY OTHERS (TYP.)5 1/4"X11 1/4" P.T. GLU-LAM ANDCONNECTIONS BY OTHERS (TYP.)16" FLUSH BEAM BY OTHERSBEARING WALL5 1/4"X11 1/4" P.T. GLU-LAM ANDCONNECTIONS BY OTHERS (TYP.)DECK FRAMING BY OTHERS (TYP.)THA422THA422THA422THA422THA422THA422THA422THA42216" RIM BOARD BY OTHERS2X12 AND INVERTEDHANGER BY OTHERS (TYP.)16"O.C. SPACING19.2"O.C. SPACINGTHA42216" FLUSH BEAM BY OTHERSBEARING WALL5 1/4"X11 1/4" P.T. GLU-LAM ANDCONNECTIONS BY OTHERS (TYP.)DECK FRAMING BY OTHERS (TYP.)THA422THA422THA422THA422THA422THA422THA422THA42216" RIM BOARD BY OTHERS2X12 AND INVERTEDHANGER BY OTHERS (TYP.)THA422CHATHAM 1CHATHAM 2CHATHAM 2CHATHAM 2FE02FG07FG06FG05FG03F01FG08FE03FG04FG01F01AFG02FE04 FE05FE02FG07FG06FG05FG03F01FG08FE03FG04FG01F01AFG02FE04FE05FE02FG07FG06FG05FG03F01FG08FE03FG04FG01F01AFG02FE04FE05FE02FG07FG06FG05FG03F01FG08FE03FG04FG01F01AFG02FE04FE05FE02FG07FG06FG05FG03F01FG08FE03FG04FG01F01AFG02FE04 FE05F03(2)F07(5)F04(2)F06(3)F02(4)F05(4)F03(2)
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F03(2)F07(5)F04(2)F06(3)F02(4)F05(4)F03(2)F07(5)F04(2)F06(3)F02(4)F05(4)7-06-0016-06-003-00-0037-00-003-04-08 12-06-008-01-0824-00-004-00-0016-06-007-10-041-02-041-04-001-04-001-04-001-04-001-04-001-04-001-04-001-04-001-00-121-07-041-04-001-01-041-04-001-04-041-03-1224-00-0013-00-001-07-031-07-031-07-031-07-031-07-041-08-041-06-021-07-087-06-003-06-003-04-0017-11-083-08-082-00-007-001-04-0011-127-06-0016-06-003-00-003-04-0812-06-008-01-0824-00-0016-06-007-10-041-02-041-04-001-04-001-04-001-04-001-04-001-04-001-04-001-04-001-00-121-07-041-04-001-01-041-04-001-04-041-03-121-07-031-07-031-07-031-07-031-07-041-08-041-06-021-07-087-06-003-06-003-04-0017-11-083-08-087-001-04-0011-127-10-042-00-003-08-0817-11-083-04-003-06-001-07-088-01-0816-06-007-06-003-04-0816-06-003-00-0012-06-0024-00-007-06-007-06-0016-06-003-00-0037-00-003-04-0812-06-008-01-084-00-0016-06-007-10-041-02-041-04-001-04-001-04-001-04-001-04-001-04-001-04-001-04-001-00-121-07-041-04-001-01-041-04-001-04-041-03-1224-00-0013-00-001-07-031-07-031-07-031-07-031-07-041-08-041-06-021-07-087-06-003-06-003-04-0017-11-083-08-082-00-007-001-04-0011-127-06-0016-06-003-00-003-04-08 12-06-008-01-0816-06-007-10-041-02-041-04-001-04-001-04-001-04-001-04-001-04-001-04-001-04-001-00-121-07-041-04-001-01-041-04-001-04-041-03-121-07-031-07-031-07-031-07-031-07-041-08-041-06-021-07-087-06-003-06-003-04-0017-11-083-08-087-001-04-0011-121-02-041-04-001-04-001-04-001-04-001-04-001-04-001-04-001-04-001-00-121-07-041-04-007-001-04-0011-121-01-041-04-001-04-041-03-121-07-031-07-031-07-031-07-031-07-041-08-041-06-02121-04-004-004-004-0024-00-004-0024-00-0024-00-004-0024-00-004-0024-00-004-0024-00-004-0024-00-00IRC 2018TPI 201440TCLL - 20TCDL -10BCDLONYX + EAST, LLC.CARMEL, IN. 46032UPTOWN WEST CLAYBUILDING G, 2ND FLOOR1/4"=1'September 29, 2020JGJ20004932CUSTOMER: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