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Hatch Legend
16' -0" A.FOF
TRUSS END DETAIL
IVA
HANGER LEGEND
* - ALL 2x HANGERS SHOWN ARE HTU26 UNLESS NOTED
OTHERWISE
* - ALL 4x2 FLOOR HANGERS SHOWN ARE HHUS46
UNLESS NOTED OTHERWISE
MAIN WIND FORCE RESISTING SYSTEM/C-C HYBRID
IMPORTANT
WIND ASCE7-16
ENCLOSED
This Drawing Must Be Approved And
EXPOSURE CATEGORY B
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: 30 PSF
TCLL: PSF
TCDL: 15 PSF
TCDL: PSF
BCDL: 10 PSF
BCDL: PSF
By Date
TOTAL: 55 PSF
TOTAL: PSF
DURATION: 1.33
DURATION:
CAUTION!!!
DO NOT ATTEMPT TO ERECT
TRUSSES WITHOUT REFERRING TO
THE ENGINEERING DRAWINGS AND
BSCI-131 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
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.
BUILDER:
BELA VISTA CONTRACT
RES:
N/A
MODEL:
ADDRESS: 601
NA
NORHT 39TH ST
LOT / BLOCK:
--
CITY:
FORT PIERCE
COUNTY
ST LUCIE CO
DRAWN BY:
JL
JOB # :
2721317
DATE:
03/25/21
SCALE:
NTS
REVISIONS:
1.
2.
3.
4.
kl! 01ders
FirstSource
701 S. KINGS HIGHWAY
FORT PIECE, FL 34945
Ph. (772) - 461 5475