HomeMy WebLinkAboutBldg C 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 BRACINGDESIGN BYOTHERS, SEE PLAN AND BCSI.
ALL CONVENTIONAL FRAMING, BLOCKING, SHEATHING, SHEAR HARDWARE AND RELATED CONNECTIONS BYOTHERS.
TRUSS LUMBER IS KD19 SPF AND/OR SP-SYP, AS NEEDED, PER EACH DESIGN FOR THE REQUIRED LOADINGAND DEFLECTION CRITERIA.
(NO TREATED OR FIRE TREATED LUMBER USED. TRUSSES CANNOT COME INTO DIRECT CONTACT WITH CONCRETE)
BEAMS (DROPPED OR FLUSH AS NOTED) PER PLAN AND SEPARATION SHEATHINGBYOTHERS.
HARDWARE
34 - LUS24
240 - H2.5A
FIELD FRAME LOW
PORCH ROOFS BYBLDR.
SADDLE
BYBLDR.LUS24LUS24 LUS24 LUS24 FRAMER TO FIELD VERIFYALL PLUMBING, HVAC, SPRINKLER, ELECTRICAL AND ROOF DRAIN LOCATIONS PRIOR TO SETTINGTRUSSES.
PLUMBINGVENT STACKS TO BE FIELD LOCATED IN BETWEEN TRUSSES AND STUDS WHERE POSSIBLE.
TRUSSES CANNOT BE CUT, DRILLED OR NOTCHED.
BLOCKINGBETWEEN TRUSSES FOR PARALLEL WALLS BELOW BYBLDR.
FRAMER TO SOLID BLOCK ALL POINT LOADS TO THE FOUNDATION.
ROOF TRUSS SPACINGBASED ON ATTIC ACCESS LOCATIONS.
2X4 PURLINS BYBLDR.ATTICACCESSPARAPET WALL BYBLDR. PER PLAN
SADDLE
BYBLDR.
SADDLE
BYBLDR.
FIELD FRAME VALLEYPER PLAN BYBLDR.
FIELD FRAME LOW
PORCH ROOF BYBLDR.ATTICACCESS ATTICACCESSRITTENHOUSE1 CHATHAM2 CHATHAM2
FIELD FRAME LOW
PORCH ROOFS BYBLDR.
SADDLE
BYBLDR.LUS24LUS24 LUS24 LUS24 2X4 PURLINS BYBLDR.ATTICACCESSPARAPET WALL BYBLDR. PER PLAN
SADDLE
BYBLDR.
SADDLE
BYBLDR.
FIELD FRAME LOW
PORCH ROOF BYBLDR.ATTICACCESS ATTICACCESSRITTENHOUSE2CHATHAM1CHATHAM1
PRELIMINARYBLDG. C ROOFTG01T07T06T05T04T03T02J04
JG01
J03
JG02CG01
CG02J05J08 J09 J06GE01GE02GE04GE02GE06TG01T07T06T05T04T03T02J04
JG01
J03
JG02CG01
CG02J05J08 J10 J07GE01GE02GE04GE02GE06T01(3)J01(10)J02(3)GE03(2)GE05(2)
T01(12)
T01(4)T01A(8)
T01(3)J01(10)J02(3)GE03(2)GE05(2)T01(12)
T01(4)T01A(8) 37-00-0024-00-00 4-0024-00-00 4-0024-00-00 4-00145-08-00
24-00-00
4-004-00 24-00-00 4-00 24-00-00 37-00-0024-00-00
4-0024-00-00 4-0024-00-00 4-0024-00-00
4-004-0024-00-00
4-00 24-00-00 IRC 2018TPI 2014 20TCLL - 10TCDL - 10BCDL ONYX +EAST, LLC.UPTOWN WEST CLAY BUILDINGC ROOF3/16"=1' March28, 2021JSG B21100777CUSTOMER:PROJECT: LOCATION: JOB #:DATE:DESIGNER: DESIGN INFORMATION: SCALE:9028 OldSR 67SouthMooresville, IN 46158(317) 834-5380
Truss Placement Guide
1) This layout is intended for the purpose of truss location
and placement only. Refer to the building plans for actual
building 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 location
of member bracing, uplift and truss end reactions.
6) Installation of all temporary and permanent bracing is
essential. See truss drawings, BCSI-B2 Summary Sheet
and building designer requirements.IIICARMEL, IN. 46032
04/30/21