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TRUSS END DETAIL
12
SQUARE CUT OVERHANG
w/2x4 LEVEL RETURNS 6
4-3/16"
HEEL HEIGHT
3'-1 /2"
CAUTION!!!
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. (ie. 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 1
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.
CANNED
BY
BUILDER:
GEM BLDRS
RES: CANNON RES
MODEL: N/A
ADDRESS:
DYER RD
LOT / BLOCK:
--
CITY:
FORT PIECE
COUNTY
ST LUCIE CO
DRAWN BY:
JL
JOB # :
1442698
DATE:
05/31/18
SCALE:
NTS
HANGER LEGEND
•ALL 2x HANGERS SHOWN ARE HTU26 UNLESS NOTED
07HERWISE
" .-ALL 4x2 FLOOR
HANGERS SHOWN ARE HHUS46
REVISIONS:
UIILESS NOTED OTHERWISE
1.
2.
3.
MAIN WIND FORCE RESISTING SYSTEM/C-C HYBRID
IMPORTANT
WIND ASCE7-10
4'
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 170 MPH
Dimensions And Conditions Prior To
*TRUSSES HAVE BEEN DESIGNED FOR 4 10.0 PSF
Approval Of Plan.
Builftrs
BOTTOM CHORD LIVE LOAD
NONCONCIJRRENT WITH
ANY OTHER LIVE LOADS
SIGNATURE BELOW INDICATES ALL
I1l
c
NOTES AND DIMENSIONS HAVE
V
ROOF LOADING
FLOUR LOADING
BEEN ACCEPTED.
TOLL: 20 PSF
TOLL: PSF
7S. KINGS HIGHWAY
TCDL: 07 PSF
TCDL: PSF
FORT PIECE, FL 34945
BCDL: 10 PSF
BCDL: PSF
By Date
Ph. (772) - 461 5475
TOTAL: 37 PSF
TOTAL: PSF
DURATION: 1.25
DURATION: