HomeMy WebLinkAboutA004-04_Engineering2
5
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3X4 20 PLATES
1 EACH SIDE
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3X4 20 GA PLATES
1 EACH SIDE
18.0°
10'-0"
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3X6 20 GA
PLATES
1 EACH SIDE
3X4 20 GA PLATES
1 EACH SIDE
4
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3X4 20 PLATES
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REV. LEVEL
PAGE OF
TITLE DRAWING NO.
SHEET
FL-PR-SR-TR-01
01
TRUSS DETAILS
FBC, 6th EDITION (2017)
155C
4
4 4
WIDTH - LENGTH - HEIGHT - SQ. FT. AREA
Order #.
Customer:
Site Address:
Building Size:
Drawn By:
Checked By:
Scale:
Date:
Date:
P.O. #
PK
3/12/19
N.T.S.
Storage Buildings & Garages
TUFF SHED, MFG. FACILITIES
THESE DRAWINGS AND THE
DESIGN ARE THE PROPERTY
OF TUFF SHED, INC. THESE
DRAWINGS ARE FOR A
BUILDING TO BE SUPPLIED
AND BUILT BY TUFF SHED.
ANY OTHER USE IS
FORBIDDEN BY BOTH TUFF
SHED AND THE ENGINEER OF
RECORD
DESIGN LOADS:
TOP CHORD LIVE LOAD = 20 PSF
TOP CHORD DEAD LOAD = 10 PSF
COLLAR TIE DEAD LOAD = 5 PSF
NOTES:
FBC, 6th EDITION (2017)
ANSI/TPI 1-2007
TRUSSES TO BE SPACED @ 24" OC
MATERIAL TO BE 2X4 SPRUCE PINE FIR GRADE #2 OR BETTER
PLATES ARE TO BE PRESSED IN THE WOOD PER TPI.
REP MEMBER INCREASE: YES
LUMBER D.O.L.: 1.25
WIND:
ASCE 7-10, 155 mph, Exposure C, D.O.L.=1.60
PLATES ARE MANUFACTURED BY EAGLE METAL PRODUCTS,
ICC-ES #ESR-1082.
6' SPAN
REACTIONS:
MAX. VERTICAL: 180 LBS.
MAX. UPLIFT: -160 LBS.
NOTE:
TRUSS MAY BE USED ON BUILDING LENGTHS
UP TO 12FT UNLESS CEILING JOIST OR OTHER
TENSION TIE IS PROVIDED.
8' SPAN
REACTIONS:
MAX. VERTICAL: 240 LBS.
MAX. UPLIFT: -195 LBS.
NOTE:
TRUSS MAY BE USED ON BUILDING LENGTHS
UP TO 14FT UNLESS CEILING JOIST OR OTHER
TENSION TIE IS PROVIDED.
10' SPAN
REACTIONS:
MAX. VERTICAL: 300 LBS.
MAX. UPLIFT: -250 LBS.
NOTE:
TRUSS MAY BE USED ON BUILDING LENGTHS
UP TO 20FT UNLESS CEILING JOIST OR OTHER
TENSION TIE IS PROVIDED.
12' SPAN
REACTIONS:
MAX. VERTICAL: 390 LBS.
MAX. UPLIFT: -285 LBS.
NOTE:
TRUSS MAY BE USED ON BUILDING LENGTHS
UP TO 24FT UNLESS CEILING JOIST OR OTHER
TENSION TIE IS PROVIDED.
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.
MAXIMUM DEFLECTION (12 FT. SPAN)
VERT LL: 0.06 in.
VERT TL: 0.08 in.
STORE 520
8524 EAST COLONIAL DRIVE
ORLANDO, FL 32817
(888) 788-TUFF
TUFF SHED, INC.
ENGINEERING DEPARTMENT
RICHARD J. WILLS, P.E.
1777 S. HARRISON STREET
DENVER, COLORADO 80210
(303) 753-8833 EXT. 96315
5 DEC 2019