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.
LUS24 LUS24 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.
ATTIC
ACCESS
PARAPET WALL BYBLDR. PER PLAN
SADDLE
BYBLDR.
SADDLE
BYBLDR.
FIELD FRAME VALLEYPER PLAN BYBLDR.
FIELD FRAME LOW
PORCH ROOF BYBLDR.
ATTIC
ACCESS
ATTIC
ACCESS
RITTENHOUSE1 CHATHAM2 CHATHAM2
FIELD FRAME LOW
PORCH ROOFS BYBLDR.
SADDLE
BYBLDR.
LUS24 LUS24 LUS24 LUS24
2X4 PURLINS BYBLDR.
ATTIC
ACCESS
PARAPET WALL BYBLDR. PER PLAN
SADDLE
BYBLDR.
SADDLE
BYBLDR.
FIELD FRAME LOW
PORCH ROOF BYBLDR.
ATTIC
ACCESS
ATTIC
ACCESS
CHATHAM1CHATHAM1RITTENHOUSE2
PRELIMINARYBLDG. C ROOF
TG01
T07
T06
T05
T04
T03
T02
J04
JG01
J03
JG02
CG01
CG02
J08 J05
J09 J06
GE01
GE02
GE04
GE02
GE06
TG01
T07
T06
T05
T04
T03
T02
J04
JG01
J03
JG02
CG01
CG02
J08 J05
J10 J07
GE01
GE02
GE04
GE02
GE06
T01(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)
37-00-00
24-00-00
4-00
24-00-00
4-00
24-00-00
4-00
145-08-00
24-00-00
4-00
4-00
24-00-00
4-00
24-00-00
37-00-00
24-00-00
4-00
24-00-00
4-00
24-00-00
4-00
24-00-00
4-00
4-00
24-00-00
4-00
24-00-00
IRC 2018
TPI 2014
20TCLL - 10TCDL - 10BCDL
ONYX +EAST, LLC.
UPTOWN WEST CLAY
BUILDINGC ROOF
3/16"=1'
March28, 2021
JSG
B21100777
CUSTOMER:
PROJECT:
LOCATION:
JOB #:
DATE:
DESIGNER: DESIGN INFORMATION: SCALE:
9028 OldSR 67 South
Mooresville, 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.
III
CARMEL, IN. 46032
04/30/21