HomeMy WebLinkAboutBldg G - Roof Truss LayoutIRC-2018, TPI-2014, NFPA-13, BCSI-06.20-10-10 ROOF LOADING @ 24" O.C. @ L/360, TL/240.METAL PLATE CONNECTED WOOD ROOF TRUSSES.DIMENSIONS ARE STUD TO STUD FRAMING. (FEET-INCHES-SIXTEENTHS)ALL BRACING (TEMP. & PERM.) AND BRACING DESIGN BY OTHERS, SEEPLAN AND BCSI.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.BUILDING GROOFHARDWARE34 - LUS24180 - H2.5AATTICACCESSATTICACCESSFIELD FRAME VALLEYPER PLANBY BLDR.FIELD FRAME VALLEY PERPLAN BY BLDR.PARAPET WALL BY BLDR. PER PLANPARAPET WALL BY BLDR. PER PLANPARAPET WALL BY BLDR. PER PLANPARAPET WALL BY BLDR. PER PLANFIELD FRAME LOWPORCH ROOF BY BLDR.FIELD FRAME LOWPORCH ROOF BY BLDR.SADDLEBY BLDR.SADDLEBY BLDR.SETBACK TO FACESETBACK TO FACELUS24LUS24LUS24LUS24LUS24LUS24LUS24LUS24FRAMER 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 BETWEEN TRUSSES FOR PARALLEL WALLS BELOW BY BLDR.FRAMER TO SOLID BLOCK ALL POINT LOADS TO THE FOUNDATION.ROOF TRUSS SPACING BASED ON ATTIC ACCESS LOCATIONS.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.2X4 PURLINS BY BLDR.2X4 PURLINS BY BLDR.ATTICACCESSATTICACCESSATTICACCESSPARAPET WALL BY BLDR. PER PLANSADDLEBY BLDR.SADDLEBY BLDR.FIELD FRAME VALLEY PER PLAN BY BLDR.FIELD FRAME LOWPORCH ROOF BY BLDR.CHATHAM 1CHATHAM 2CHATHAM 1CHATHAM 2CHATHAM 2TG01T07T06T05T04T03T02J04JG01J03JG02CG01CG02J05J08J09J06T06T05T04T03T02T07TG01J05J07CG03JG01J04J03JG02CG04J10J08GE01GE01AGE02GE04GE02GE04AGE06GE02AT01(3)T01(3)J01(10)J01(10)J02(3)J02(3)GE03(2)GE03(2)GE05(2)GE05(2)T01(12)T01(12)T01A(12)37-00-005-05-09 2-00-00 2-00-00 12-00-005-05-092-00-002-00-0012-00-002-05-042-00-002-00-0028-00-0024-00-004-0024-00-004-0024-00-004-0024-00-004-0024-00-00121-04-0024-00-004-0024-00-0024-00-004-004-0024-00-004-0024-00-00IRC 2018TPI 201420TCLL - 10TCDL -10BCDLONYX + EAST, LLC.UPTOWN WEST CLAYBUILDING G ROOF1/4"=1'September 2, 2020JGJ20004935CUSTOMER: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