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Hatch Legend
9'-4 " A.F. F
CRICKET AREA BY BLDR.
TRUSS END DETAIL
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
WIND ASCE7-10
ENCLOSED
EXPOSURE CATEGORY C
OCCUPANCY CATEGORY II
WIND LOAD 160 MPH
*TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF
BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH
ANY OTHER LIVE LOADS
ROOF LOADING
FLOOR LOADING
IMPORTANT
This Drawing Must Be Approved And
Returned Before Fabrication Will
Begin. For Your Protection Check All
Dimensions And Conditions Prior To
Approval Of Plan.
SIGNATURE BELOW INDICATES ALL
NOTES AND DIMENSIONS HAVE
BEEN ACCEPTED.
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.
TRUSS CONNECTION
LIST
QTY
PRODUCT
LUS24
3
HTU26
HTU28
HHUS26-2
1
HGUS26-2
HGUS28-2
HGUS28-3
BUILDER:
GHO HOMES
PROJECT:
Meadowood
MODEL:
Grenadine JEM - Traditional
ADDRESS:
2646 Conifer Dr.
LOT / BLOCK:
63
CITY:
Fort Pierce
COUNTY
ST LUCIE CO
DRAWN BY:
CC
JOB # :
2596982
DATE:
2/4/2021
SCALE:
NTS
REVISIONS:
1.
2.
3.
4.
0, *IWT t A j
TCLL:
20
PSF
TCLL:
PSF
701 S. KINGS HIGHWAY
TCDL:
15
PSF
TCDL:
PSF
FORT PIECE, FL 34945
BCDL:
10
PSF
BCDL:
PSF
By Date
Ph. (772) - 461 5475
TOTAL:
45
PSF
TOTAL:
PSF
DURATION:
1.25
DURATION: