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TRUSS END DETAIL
PLUMBOU(Y,TRHANG B D
' HEEL HEIGHT
CAUTIONM
DO —NOT —ATTEMPT —TO —ERECT -
TRUSSES WITHOUT REFERRING TO
THE ENGINEERING DRAWINGS AND
BSCI.81 SUMMARY SHEETS.
ALL PERMANENT BRACING MUST BE
IN PLACE PRIOR TO LOADING
TRUSSES. (I0. SHEATHING,
SHINGLES, ETG)
ALL INTERIOR BEARING WALLS
MUST BE IN PLACE PRIOR TO
INSTALLING TRUSSES.
REFER TO FINAL ENGINEERING
SHEETS FOR THE FOLLOWING.
11 NUMBER OF GIRDER PLIES AND
NAILING SCHEDULE
2) BEARING BLOCK REQUIREMENTS.
3) SCAB DETAILS (IF REQUIRED)
4) UPLIFT AND GRAVITY REACTIONS.
WARNING
Ball kcharges Will Nat ee Accoptetl
Regardless of Fault WT1,.t Prior
NoNication By Customer WIWn ae
Hours And Thi esUption By
Bulidera FineUkdursO.
NO EKCEPTIONS.
The General Contractor Is Respenslble
For All Connections Other Then Truss
to Truss, Deals Shear Wall, And
Co meet ns. Temporary and
Permanent Bracing. And Collin, And
Roof Do, .,. Connections.
SCANNED
BY
Lucie Count
PAUL WELCH INC.
MECH-ELECT CIVIL ENG.
1934 BILTMORE ST. #114
PORT SAINT LUCIE, FL 34984
PAUL WELCH R.E.
FLA REG NO.29945
RECEIVED
91. Lucie County, Permitting
DEC 0 5 2018
EKPOSURE CATEGORY C
Returned Before Fabrication Will
OCCUPANCY CATEGORY II
Begin. For Your Profec0en Check M
WIND."M MPN
Olmenslons And Conditions Prim To
'TRUBSEB HAVE BEEN DESIGNED FOR A 10.0PSF
Approval Of Plan.
-
BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH
ANY OTHER LIVE LOADS
SIGNATURE BELOW INDICATES ALL
NOTES AND RAVE
F LOADI
SOON,
FLOOR LOADING
BUNDACCESIONS PTED.
TCLL: 20 PSF
TCLL: PSF
Till 5/9"
11' 4°
TCDL: OT pSF
BCDL: 10 PSF
TCDL: PSF
BCDL: PSF
•I
`
TOTAL: 37 PSF
TOTAL: PSF
DURATION: 135
DURATION: -
TRUSS CONNECTION
LIST
QTY
PRODUCT
LUS24
7
HTU26
HTU28
HHUS26-2
HGUS26-2
HGUS28-2
HGUS283
BUILDER:
PORT SAINT LUCIE PROP
PROJECT:
KING RES
MODEL:
MONTEGO
ADORESS:j 138S COPENHAVER RD
LOT/BLOCK-
SUBDIVISION:
-
CITY.1 FORT PIERCE 4T LUCIE
DRAWN BY: JL
JOB N : I 1588349
DATE: 1010TI8 SCALE: N.-
REVISIONS:
1.
2
3.
4.
L, ��.�'d^`�1y�p
W r11,LSour ce
701 S. KINDS HIGHWAY
FORT PIECE, FL 34945
Ph. Vn)-4,1"IS