HomeMy WebLinkAboutKEY LARGO FT WALTON TRUSS LAYOUT ESS 11-11-21 (1) 55' 611 CAUTION ! ! !
DO NOT ATTEMPT TO ERECT
101 2" 201 6" 24' 10" TRUSSES WITHOUT REFERRING TO
THE ENGINEERING DRAWINGS AND
BSCI-131 SUMMARY SHEETS.
N N ALL PERMANENT BRACING MUST BE
12-1 O O O O O O O O O ,� O O O Oif O 7 O IN PLACE PRIOR TO LOADING
M O TRUSSES. (ie. SHEATHING,
� U U U a N < Q Q Q Q Q oo Q Q Q m ,-_I m m m m m m U U U �., SHINGLES, ETC.)
A Hatch
egend ALL INTERIOR BEARING WALLS
MUST BE IN PLACE PRIOR TO
INSTALLING TRUSSES.
CJ1 CJ1
REFER TO FINAL ENGINEERING
8 - 1 AFF
SHEETS FOR THE FOLLOWING.
CJ3 CJ3 ■ ■ 1) NUMBER OF GIRDER PLIES AND
O Z NAILING SCHEDULE.
J
CJ5 U CJ5 2) BEARING BLOCK REQUIREMENTS.
0
3) SCAB DETAILS (IF REQUIRED)
ap O
EJ6 o ER 4) UPLIFT AND GRAVITY REACTIONS.
TRUSS END DETAIL WARNING
EJ61 EJ7 Backcharges Will Not Be Accepted
Regardless of Fault Without Prior
Notification By Customer Within 48
12 Hours And Investigation By
M EJ62 EJ7 PLUMB CUT OVERHANG 6 Builders FirstSource.
J NO EXCEPTIONS.
EJ63 j - ER The General Contractor Is Responsible
co For All Connections Other Than Truss
yV LO
0 N. to Truss, Gable Shear Wall, And
Z 4-1/2" Connections. Temporary and
..EJ64"""""""'� ch V O ER HEEL HEIGHT Permanent Bracing, And Ceiling And
....... � ..... � .... ID V ' .� Roof Diaphragm Connections.
CA > > D v
E.. . .... F....
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M _ _ .... _ li N 0 EJ7
o
....... ........ PAUL WELCH INC.
CJ3 � �. 1984 SW BILTMORE ST - #114
PORT ST LUCIE, FL 34984 FL
o > EJ7 REG NO. 29945
CJ5 a p
7' O11 1 Oil , 8, 011 ..'..011 ;. 4. EJ7
fV ......... ........ ...................... ..............
EJ7 �... ................ .......... .........
8 -1 CLNG 3/12 VAULT
�> o ER REVIEWED BY:
- ........ ......... ........ ...... ..................... ........ .. - Paul Digitally signed
ER ........ ......... ........ ..... ..... ..........�.........
by Paul Welch
EJ7 Date: 2021 .11.11
p ........ ......... ........ ........ ....... ........ ........ o Welch 09:36:07 -05'00'
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00 EJ7 O . �� I ,--� J7
.......... > I }\ I AH U I
EJ71 �� ao
.•$'-1 ''..TO 9'-1" .,�� M• _ BUILDER:
COFFER. (+ '2 CLNG PSL PROPERTIES
EJ71rn-
p. .. C3 RES:
EJ71
B0 MODEL: KEY LARGO
EJ72 $'-1 " CLNG O ADDRESS: 7803 FORT WALTON AVE
V2 O LOT / BLOCK:
V > C5 �
'•. u3
., OCOUNTY: ST LU IE
EJ73
O CITY: FORT PIERCE
NI 1z N >—C6 DRAWN BY: JL
G 1 JOB # : 2908187
CJ 1 '� CA-M
N - K1 DATE: 09/08/21 SCALE: NTS
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1 6 V4
N CV N N N N 'y a CJ5 CJ5
U W W W W W W U REVISIONS:
O-1 -
V3 0 1.
o CJ3 CJ3 2
3.
MAIN WIND FORCE RESISTING SYSTEM/C-C HYBRID IMPORTANT
CJ 1 CJ 1 WIND ASCE7-16 4.
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 160 MPH Dimensions And Conditions Prior To
U U U W W W W U U U *TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF Approval Of Plan. ��
BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH rs
ANY OTHER LIVE LOADS SIGNATURE BELOW INDICATES ALL FirstSource
NOTES AND DIMENSIONS HAVE
ROOF LOADING FLOOR LOADING BEEN ACCEPTED.
141211 6' 1" 101011 6' 1" 191211 TCLL: 20
PSF TCLL: PSF 701 S. KINGS HIGHWAY
221211 TCDL: 07 PSF TCDL: PSF FORT PIECE, FL 34945
551611 BCDL: 10 PSF BCDL: PSF By Date Ph. (772) - 461 5475
TOTAL: 37 PSF TOTAL: PSF
DURATION: 1.25 DURATION: