HomeMy WebLinkAboutDURDEN RES TRUSS LAYOUT ESS 11-12-21 CAUTION ! ! !
DO NOT ATTEMPT TO ERECT
TRUSSES WITHOUT REFERRING TO
THE ENGINEERING DRAWINGS AND
56' 011 BSCI-131 SUMMARY SHEETS.
ALL PERMANENT BRACING MUST BE
11l 101, 161 011 281 211 IN PLACE PRIOR TO LOADING
TRUSSES. (ie. SHEATHING,
SHINGLES, ETC.)
ALL INTERIOR BEARING WALLS
MUST BE IN PLACE PRIOR TO
INSTALLING TRUSSES.
M LO ti ti LO M
yV W W REFER TO FINAL ENGINEERING
SHEETS FOR THE FOLLOWING.
7
1) NUMBER OF GIRDER PLIES AND
CA CJ1 NAILING SCHEDULE.
Hatch Legend 2) BEARING BLOCK REQUIREMENTS.
CJ3 � o � o CJ3
3) SCAB DETAILS (IF REQUIRED)
O Oo 4) UPLIFT AND GRAVITY REACTIONS.
bo CJ5 � N > CJ5 BO ' � "
AOFOF WARNING
cry LO o co LO LO c Backcharges Will Not Be Accepted
U Q C 1 co ti oo rn
y U U Q '`
v Q Q Q Q Q Q Q Q Q Q U U U �.' Regardless of Fault Without Prior
U') L U") LO Notification By Customer Within 48
Q Q Q Q Q Q Q Q Hours And Investigation By
Builders FirstSource.
CA V CA
NO EXCEPTIONS.
The General Contractor Is Responsible
TRUSS END DETAIL For All Connections Other Than Truss
CJ3 V > - CJ3 to Truss, Gable Shear Wall, And
Connections. Temporary and
U Permanent Bracing, And Ceiling And
CJ5 V z - CJ5 12 Roof Diaphragm Connections.
PLUMB CUT OVERHANG 6
U
EJ7 EJ7
co
EJ7 a foil 1 011 1 0if 1 oll 1 oll 1 oll 1 oll 1 011 1 011 1 oll 1 oll oll oll oll oll oll oll oll oll oll W o EJ7 HEEL HEIGHT
7, o,� 71 0 11
EP �> EJ7
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N PAUL WELCH INC.
1984 SW BILTMORE ST - #114
EJ7 PORT ST LUCIE, FL 34984 FL
EJ7
REG N0. 29945
> EJ71
EJ7 z \ // \ / o REVIEWED BY:
x -
0 U I \ // U /�\ EJ71 cn Digitally signed
EJ7 U w z \,� \�/ Pa u I by Paul Welch
Date:
CJ5 Q Q �\ /x� L % % > EJ71 Welch 10:16:0612
ap \ LL \\ \ 10:16:06 05'00'
�LL/ \// BUILDER:
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CJ3 a PSL PROPERTIES
\
RES- DURDEN
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CA j j j j jIr
L0 ADDRESS: 5113 SUNSET BLVD
> > AHU o
D1 <11 LOT / BLOCK: --
� B2
11 211 COUNTY: ST LUCIE
in o B2
M O - CITY: FORT PIERCE
CA
In D RAW N BY: J L
o B2 JOB # : 2881008
DATE: 08/23/21 SCALE: NTS
in U w w -
1> B3
0
B4 REVISIONS:
1.
2.
3.
MAIN WIND FORCE RESISTING SYSTEM/C-C HYBRID IMPORTANT
WIND ASCE7-16 4.
ENCLOSED This Drawing Must Be Approved And
EXPOSURE CATEGORY C Returned Before Fabrication Will
281411 81011 191811 OCCUPANCY CATEGORY II Begin. For Your Protection Check All
WIND LOAD 160 MPH Dimensions And Conditions Prior To 011ders
*TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF Approval Of Plan.
BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH
561011 ANY OTHER LIVE LOADS SIGNATURE BELOW INDICATES ALL FirstSource
NOTES AND DIMENSIONS HAVE
ROOF LOADING FLOOR LOADING BEEN ACCEPTED.
TCLL: 20 PSF TCLL: PSF
701 S. KINGS HIGHWAY
TCDL: 07
PSF TCDL: PSF FORT PIECE, FL 34945
BCDL: 10 PSF BCDL: PSF By Date Ph. (772) - 461 5475
TOTAL: 37 PSF TOTAL: PSF
DURATION: 1.25 DURATION: