HomeMy WebLinkAboutJ21104091 LAYOUT (D36X24)IRC-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 KD19SPF 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.
BUILDINGD
ROOF
HARDWARE
34 - LUS24
200 - H2.5AATTICACCESS ATTICACCESS FIELDFRAMEVALLEYPERPLANBYBLDR.FIELDFRAMEVALLEYPERPLANBYBLDR.PARAPET WALL BYBLDR. PER PLAN PARAPET WALL BYBLDR. PER PLANPARAPET WALL BYBLDR. PER PLAN
PARAPET WALL BYBLDR. PER PLAN
FIELD FRAME LOW
PORCH ROOF BYBLDR.
FIELD FRAME LOW
PORCH ROOF BYBLDR.
SADDLE
BYBLDR.
SETBACK TO FACESETBACKTOFACE LUS24LUS24 LUS24 LUS24 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. 2X4 PURLINS BYBLDR.ATTICACCESSATTICACCESSSADDLE
BYBLDR.
CHATHAM 1
13003
CHATHAM 2
13001
CHATHAM 1
12999
CHATHAM 2
12997TG01T07T06T05T04T03T02J04
JG01
J03
JG02CG01
CG02J05J08 J09 J06T06T05T04T03T02T07TG01J05J07CG03JG01
J04
J03
JG02
CG04J10 J08 GE01GE01AGE02GE02AT01(3)T01(3)J01(10)J01(10)J02(3)J02(3)GE03(2)GE03(2)
T01(12)T01(12)GE04(2)37-00-005-05-09 2-00-00 2-00-00 12-00-00 5-05-092-00-002-00-00 12-00-00 2-05-042-00-00 2-00-00 28-00-00 24-00-00 4-0024-00-00 4-0024-00-00 4-0024-00-00
97-00-00
24-00-00
4-00 24-00-00
4-0024-00-00
4-0024-00-00 IRC 2018TPI 2014 20TCLL - 10TCDL - 10BCDL ONYX +EAST, LLC.UPTOWN WEST CLAY BUILDINGD ROOF1/4"=1'July21, 2021JSG J21104091CUSTOMER: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 modifytrusses.
5) Refer to the individual truss design drawings for the location
of member bracing, uplift and truss end reactions.
6) Installation of all temporaryand permanent bracing is
essential. See truss drawings, BCSI-B2 SummarySheet
and building designer requirements.IIICARMEL, IN. 46032
10/04/21