HomeMy WebLinkAboutLAYOUT Roof Design - Approved 1-13-23 - 22-00588 - Cedar Point Trucking - New Commercial BldgROOF TRUSS LOADING
Live Load Dead Load
Top Chord 35 PSF 7 PSF
Bottom Chord 10* PSF 10 PSF
Total 35 PSF 17 PSF = 52 PSF
*TOP & BOTTOM CHORD LIVE LOADS ARE NONCONCURRENT.
La
y
o
u
t
@
2
4
"
O
.
C
.
La
y
o
u
t
@
2
4
"
O
.
C
.
A1E A1E
(1
5
)
A
1
(1
5
)
A
1
CUSTOMER:VENTURE BUILDERS
JOB INFO:CEDAR POINT TRUCKING HQ
ROOF
THORNTON,IDAHO
DESIGNER:JIM SLOCUM
SALESMAN: WIL BAKE
PHONE: (208)-871-5796
DATE:12-28-2022
TRUSS LAYOUT
SHIP TO NUMBER:
228218
JOB NUMBER:
228218
1 OF 1
GENERAL NOTES
READ GENERAL NOTES ON COVER SHEET
AND INSTRUCTION SHEET OF TRUSS
DRAWING PACKAGE TO FAMILIARIZE
YOURSELF WITH TRUSS DRAWINGS PRIOR
TO HANDLING AND SETTING TRUSSES.
ALL INTERIOR WALLS NOT SHOWN AS
BEARING ON THIS LAYOUT MUST HAVE A
GAP BETWEEN THE TRUSS & THE WALL
GREATER THAN 1/32" PER FOOT OF TRUSS
SPAN.
THE CONTRACTOR IS RESPONSIBLE TO
VERIFY ALL INFORMATION SHOWN AND TO
NOTIFY INTEFRAME COMPONENT COMPANY
IMMEDIATELY IF ANY DISCREPANCIES ARE
FOUND. THE CONTRACTOR IS
RESPONSIBLE FOR PROVIDING ADEQUATE
BEARING FOR TRUSSES AS INDICATED ON
THIS LAYOUT AND ON THE INDIVIDUAL
TRUSS DRAWINGS. REFER TO INDIVIDUAL
TRUSS DRAWINGS FOR REQUIRED TRUSS
MEMBER PERMANENT BRACING LOCATIONS
AND MULTI-PLY TRUSS NAILING
SCHEDULES.
DO NOT MODIFY TRUSSES WITHOUT
APPROVAL FROM INTEFRAME
COMPONENTS, LLC.
HARDWARE
Key Model Quantity Nails
A H2.5A 64 8d
B 10d
C 16d
D 16d
E
Hardware is manufactured by Simpson. (Unless
noted otherwise)
Note:
The information in this schedule is designed and
intended for the use only with trusses and
engineered wood products supplied by InteFrame
Components, LLC. (Other suppliers must verify
their own designs.)
KEY NOTES:
N.T.S.
SIMPSON H2.5A's (OR EQUAL) FOR
UPLIFT. (SEE HARDWARE SCHEDULE)
65