HomeMy WebLinkAboutBldg G - 3rd Fl Truss LayoutBEARING WALLTHA422THA422THA422THA422THA422THA422THA422THA422TYPICAL PLUMBING DROPS7" AT TOILETS5" AT TUBS AND SHOWERSBUILDING GTHIRD FLOORHARDWARE70 - THA422IRC-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.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 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.19.2" O.C. SPACING16" O.C. SPACING16" O.C. SPACINGCHATHAM 1BEARING WALLTHA422THA422THA422THA422THA422THA422THA422THA422THA422THA422THA422THA422BEARING WALLTHA422THA422THA422THA422BEARING WALLTHA422THA422THA422THA422THA422THA422THA422THA42219.2" O.C. SPACING16" O.C. SPACING16" O.C. SPACINGBEARING WALLTHA422THA422THA422THA422THA422THA422THA422THA422CHATHAM 1CHATHAM 2CHATHAM 2CHATHAM 2FG23FG22FG21FG20FG19FG18FG17FE08FG23FG22FG21FG20FG19FG18FG17FE08FG23FG22FG21FG20FG19FG18FG17FE08FG23FG22FG21FG20FG19FG18FG17FE08FG23FG22FG21FG20FG19FG18FG17FE08F17(2)F17(9)F18(4)F19(2)F20(2)F21(3)F17(2)F17(9)
F18(4)F19(2)F20(2)
F21(3)
F19(2)
F21(3)F17(9)F17(2)
F20(2)
F18(4)
F17(2)F17(9)F18(4)F19(2)F20(2)F21(3)F17(2)F17(9)F18(4)F19(2)F20(2)F21(3)3-04-004-01-081-02-041-04-001-04-001-04-001-04-001-04-001-04-001-04-001-04-001-07-0810-04-00 3-06-005-00-00 8-00-0024-00-005-09-081-04-041-03-121-04-0010-122-00-001-01-041-04-001-04-041-03-121-07-031-07-031-07-031-07-031-07-041-00-041-05-121-04-002-00-0017-11-083-04-004-01-081-02-041-04-001-04-001-04-001-04-001-04-001-04-001-04-001-04-001-07-0810-04-00 3-06-005-09-081-04-041-03-121-04-0010-122-00-001-01-041-04-001-04-041-03-121-07-031-07-031-07-031-07-031-07-041-00-041-05-121-04-002-00-0017-11-082-00-0017-11-083-06-0010-04-005-09-081-07-083-04-004-01-083-04-004-01-081-02-041-04-001-04-001-04-001-04-001-04-001-04-001-04-001-04-001-07-0810-04-00 3-06-005-00-00 8-00-0024-00-005-09-081-04-041-03-121-04-0010-122-00-001-01-041-04-001-04-041-03-121-07-031-07-031-07-031-07-031-07-041-00-041-05-121-04-002-00-0017-11-083-04-004-01-081-02-041-04-001-04-001-04-001-04-001-04-001-04-001-04-001-04-001-07-0810-04-00 3-06-005-09-081-04-041-03-121-04-0010-122-00-001-01-041-04-001-04-041-03-121-07-031-07-031-07-031-07-031-07-041-00-041-05-121-04-002-00-0017-11-0824-00-004-0024-00-004-0024-00-004-0024-00-004-0024-00-0024-00-0024-00-004-0024-00-004-0024-00-004-0024-00-004-00121-04-001-02-041-04-001-04-001-04-001-04-001-04-001-04-001-04-001-04-001-04-041-03-121-04-0010-122-00-001-01-041-04-001-04-041-03-121-07-031-07-031-07-031-07-031-07-041-00-041-05-121-04-002-00-002-00-002-00-002-00-00IRC 2018TPI 201440TCLL - 20TCDL -10BCDLONYX + EAST, LLC.UPTOWN WEST CLAYBUILDING G, 3RD FLOOR1/4"=1'September 29, 2020JGJ20004933CUSTOMER: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.IIICARMEL, IN. 46032