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ST. LUCIE C;iOU I Y
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TRUSS END DETAIL
12
PLUMB CUT OVERHANG 6
.N
PAUL WELCH INC.
MECH-ELECT-CIVIL ENG.
1984 BILTMORE ST. #114
PORT SAINT LUCIE, FL 34984
PAUL WELCH P.E.
FLA REG NO.28945
t-'�t lam" 1r�)
JUN 0 4 2019
C
'TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF
Approval Of Plan.
BOTTOM CHORD LWE LOAD NONCONCURRENT WRN
ANY OTHER LIVE LOADS
SIGNATURE BELOW INDICATES ALL
NOTES AND DIMENSIONS NAYS
ROOF LOADING
FLOOR LOADING
BEEN ACCEPTED.
TCLL: 30 PSF
TCLL: PSF
TODL: UT PSF
TCOL• PSF
BCDL' 10 PSF
BCDL• PSF
By Dab_
TOTAL: 37 PSF
TOTAL PSF
DURATION: 1.25
DURATION: -
CAUTIONM
DO NOT ATTEMPT TO ERECT
TRUSSES WITHOUT REFERRING TO
THE ENGINEERING DRAWINGS AND
SSCLBI SUMMARY SHEETS. -_.
ALL PERMANENT BRACING MUST BE
IN PLACE PRIOR TO WADING
TRUSSES. (lo. 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
Y) BEARIR6BLOCKREQU1REMENTB.-
3) SCAB DETAILS (IF REQUIRED)
4) UPLIFT AND GRAVITY REACTIONS.
WARNING
Backel arges Will Not Be Accepted
Regardleso of Fault W W out Pdor
Notification By Customer WINIn 40
Heure And Investigation By
Build ne RmWourte.
NO EKCEPTIONS.
Permanent Bating,
Roof Diaphragm
TRUSS CONNECTION
LIST
Q
PRODUCT
LUS24
8
HTU26
HTU28
HHUS26-2
HGUS26-2
HGUS26-3
HGUS26-3
amLnER:
PORT SAINT LUCIE PROPERTIES
PROJECT:
Single Family
MODEL
CAYMAN wIPORCH
ADDRESS: 5713 SEAGRAPE DR
LOTIBLOCK:
—
SUBDMSION:
—
CITY: PORT SAINT LUCIE-ST LUCIE
DRAWN BY: JL
JOB": -T45435
DATE: g4TJ4119 SCALE: NTS
ROw SIONS:
1. CHANGE PORCH 501119
2
3.
'
L\ Builders
i FIYSISoume
701 S. KINGS HIGHWAY
FORT PIECE, FL 34.945
Ph. (TT2)-461 S,tT5