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TRUSS END DETAIL
SQUARE CUT OVERHANG 12
w/2x4 LEVEL RETURNS 6
4-3/16"
HEEL HEIGHT
3'-1 /2" 1l2'
/ 2 0 /
J7
-- ----------- —--- -------------- --
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STORAGEGE N
V-4" OVERHANG
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
�p�� 0341i
For All Connections Other Than Truss
ST. LUCI OUNTY BUIL ING DIVISION
to Truss, Gable Shear Wall, And
REVIEWED FOR COMPL CE
Connections. Temporary and
REVIEDATE WED v
Permanent Bracing, And Ceiling And
PLANS A D PERMIT VST BE KEPT ON JC
3
Roof Diaphragm Connections.
SITE OR NO INSPECTION(S) WILL BE MAIII
E
'ONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CO •lTRAC T OR OF RECORD.
SCi/�n(
srtroPo�(,,
HANGER LEGEND
* ALL 2x HANGERS SHOWN ARE HTU26 UNLESS NOTED
OTHERWISE
* • ALL 4x2 FLOOR HANGERS SHOWN ARE HHUS46
U'vLESS NOTED OTHERWISE
I
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 170 MPH
Dimensions And Conditions Prior To
*TRUSSES HAVE BEEN DESIGNED FORA 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
TOLL: PSF
TCDL: 07 PSF
TCDL: PSF
BCDL: 10 PSF
BCDL: PSF
By Date
TOTAL: 37 PSF
TOTAL: PSF
DURATION: 1.25
DURATION:
BUILDER:
GEM BLDRS
RES: CHESSER
MODEL: N/A
ADDRESS:
1317
LONE PINE DRIVE
LOT / BLOCK:
--
CITY:
FORT PIECE
COUNTY
ST LUCIE CO
DRAWN BY:
JL
JOB # :
1377009
DATE:
03/24/18
SCALE:
NTS
REVISIONS:
1.
2.
3.
4.
701 S. KINGS HIGHWAY
FORT PIECE, FL 34945
Ph. (772) - 461 5475