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CAUTIONM
DO NOT ATTEMPT TO ERECT
TRUSSES WITHOUT REFERRING TO
THE ENGINEERING DRAWINGS AND
BSCI•B1 SUMMARY SHEETS.
ALL PERMANENT BRACING MUST BE
IN PLACE PRIOR TO LOADING
TRUSSES. lie. SHEATHING,
SHINGLES, ETC.)
ALL INTERIOR BEARING WALLS
MUST BE IN PLACE PRIOR TO
INSTALLING TRUSSES.
REFER TO FINAL ENGINEERING
SHEETS FOR THE FOLLOWING.
1) NUMBER OF GIRDER PLIES AND
NAILING SCHEDULE.
2) BEARING BLOCK REQUIREMENTS.
3) SCAB DETAILS (IF REQUIRED)
4) UPLIFT AND GRAVITY REACTIONS.
WARNING
Backcharges Will Not Be Accepted
Regardless of Fault Without Prior
Notification By Customer Within 48
Hours And Investigation By
Builders FirstSource.
NO EXCEPTIONS.
The General Contractor Is Responsible
For All Connections Other Than Truss
to Truss, Gable Shear Wall, And
Connections. Temporary and
Permanent Bracing, And Ceiling And
Roof Diaphragm Connections.
DATE: 03126118
SCALE: NTS
FILE
COPY
MAIN WIND FORCE RESISTING SYSTEMIC-C HYBRID IMPORTANT
WIND ASCE7-10
ENCLOSED This Drawing Must Be Approved And
EXPOSURE CATEGORY C Returned Before Fabrication Will
OCCUPANCY CATEGORY II Begin. For Your Protection Check All
WIND LOAD 160 MPH Dimensions And Conditions Prior To
'TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF Approval Of Plan.
BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH
ANY OTHER LIVE LOADS SIGNATURE BELOW INDICATES ALL
NOTES AND DIMENSIONS HAVE
ROOF LOADING FLOOR LOADING BEEN ACCEPTED.
TCLL: 20 PSF TCLL: PSF
TCDL• 07 PSF TCDL• PSF
BCDL: 10 PSF BCDL PSF By Date
TOTOTAL'37 PSF TOTAL' 'PSF
DURATION: 1.25 DURATION:
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F'irstSoume
701 S. KINGS HIGHWAY
FORT PIECE, FL 34945
Ph. (772) - 4615475
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F'irstSoume
701 S. KINGS HIGHWAY
FORT PIECE, FL 34945
Ph. (772) - 4615475