HomeMy WebLinkAboutTruss framing detailTRUSS LABEL: T01
r
5'-0'
n
1 18.0"
DESIGN LOADS:
TOP CHORD LIVE LOAD = 20 PSF
TOP CHORD DEAD LOAD = 10 PSF
NOTES:
2014 FBC/FRC, 20121BC/IRC
ANSI/TPI 1-2007
TRUSSES TO BE SPACED @ 24" OC
MATERIAL TO BE 2X4 SPRUCE PINE FIR 02 OR BETTER
PLATES ARE TO BE PRESSED IN THE WOOD PER TPI.
NOTE:
TRUSS MAY BE USED ON BUILDING LENGTHS UP TO
16FT UNLESS CEILING JOIST OR OTHER TENSION TIE IS
PROVIDED.
PLATES ARE MANUFACTURED BY EAGLE METAL
PRODUCTS, ICC -ES #ESR-1082/LARR #24870.
NOTE: RAFTER IS DESIGNED AS A RISK
CATEGORY I STRUCTURE
(AGRICULTURAL OR MINOR STORAGE
FACILITY WITH LOW HAZARD TO HUMAN
LIFE) W/ CORRESPONDING LOAD
REDUCTIONS. FOR ALL OTHER USE, SITE
SPECIFIC DESIGN IS REQUIRED.
10'-0"
1/4"= V-0"
— 3X4 20 GA PLATES
I EACH SIDE
S_3y
44 12
Q
REP MEMBER INCREASE: YES
LUMBER D.O.L.: 1.25
DEFLECTION
VERT LL: 0.03 in.
VERT TL: 0.04 in.
REACTIONS:
MAX. VERTICAL: 300 LBS.
MAX. UPLIFT: -395 LBS.
WIND:
ASCE 7-10,175 mph, Exposure C, D.O.L.=1.60
ALL PERSONS FABRICATING, HANDLING, ERECTING OR INSTALLING THIS TRUSS ARE TO DO SO IN
ACCORDANCE TO THE RECOMMENDATIONS OF THE LATEST VERSION OF THE BCSI.
Drawn By: DWM Date Drawn: 8/16/2010 Checked By: Date Revised: Scale: 1/4" = 1'-0"
TUFF SHED®Title: FRAMING DETAIL
10' RANCH SHED TRUSS
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