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TRUSS END DETAIL
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PLUMB CUT OVERHANG
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HEEL HEIGHT
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Hatch Legend
BE 81-1 11 A. F. F
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MECH-ELECT-CIVIL ENG.
1984 BILTMORE ST. #114
PORT SAINT LUCIE, FL 34984
PAUL WELCH P.E.
FLA REG NO.29945
DEC _ 0 2018
W
r1"
8'-1" CLNG
CAUTIONIII
DO NOT ATTEMPT TO ERECT
D
TRUSSES WITHOUT REFERRING TO
E ENGINEERING DRAWINGS AND
-
COPy/`%--/sr.
_�
CO
SCI.B1 SUMMARY_ SHEETS. - - -
!ems
ALL PERMANENT BRACING MUST BE
IN PLACE PRIOR TO LOADING
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
2) SEARING BLOCK REQUIREMENTS..
3) SCAB DETAILS (IF REQUIRED)
4) UPLIFT AND GRAVITY REACTIONS.
WARNING
Bactelormas Will Not Be A pled
Regardless of Fault Without Prior
Notification By Customer Within 0
Hours And investigation By
Binders rhatsouma.
NOE%CEPTIONS.
The General Contractor is Responsible
Iv
SCANNED
For All C Other Than Truss
BY
Gable Shear Well, Mtl
to T rs, Gable
nne Temporary and
Conne
t Lucie Count
Omni
Pomanani Bracing, Manacling And
Roof Diaphragm Connections.
m
RAIN WIND FORCE RESISTING SYSTEWC4 HYBRID
NINDASCE7.10
=NCLOSED
This
-I OSURE CATEGORY C
R
DCCUPANCY CATEGORY II
Beg
MND LOAD 180 MPH
Dlm
TRUSSES HAW: BEEN DESIGNED FOR A 10.0 PSF
BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH
ANY OTHER LIVE LOADS
SIGI
N
ROOF LOADING
FLOOR LOADING
TCLL: 20 PSF
TOLL: PSF
TCDL: 07 PSF
TCOL: PSF
BCDL' 10 PSF
BCOL: PSF
By
TOTAL: 37 PSF
TOTAL• PSF
DURATION: 125
DURATION:
Md Conditlans Prior To
rpmval Of Plan.
BELOW INDICATES ALL
JD DIMENSIONS HAVE
TRUSS CONNECTION
LIST
I
-
R
BUILDER:'
PORT SAINT LUCIE PROP
PROJECT:
MODEL:
ADDRESS: L
LOT/BLOCK:SUBDMSION:CITY:
51W3274
FTDRAWN
BY:JOB
0:
DATE: 0=6118 SCALE: NTS
REVISIONS:
1.
2.
3.
4.
[61Mders
FrstSounce
701 S. KINGS HIGHWAY
FORT PIECE, FL 3494S
Ph. (7T2).461 U75