HomeMy WebLinkAboutTRUSSLYT(1) 52' 2" CAUTION ! ! !
24' 8" 27' 6" DO NOT ATTEMPT TO ERECT
TRUSSES WITHOUT REFERRING TO
4' 0"
12' 2" THE ENGINEERING DRAWINGS AND
BSCI-131 SUMMARY SHEETS.
/Y W M N NM � LO C4 rl_ 00 0� N coNt LO CO
Q Q Q om om co om m m m m co m m U U U U U U ALL PERMANENT BRACING MUST BE
IN
RAKE BEAM - - - - - - - - o
PLACELOADING
ol TRUSSES. (ie. SHEATHING,
SHINGLES, ETC.)
Hatch Legend ALL INTERIOR BEARING WALLS
EJ78 < 0 EJ75 MUST BE IN PLACE PRIOR TO
_ J INSTALLING TRUSSES.
U ^ REFER TO FINAL ENGINEERING
EJ77 EJ7 1 11
SHEETS FOR THE FOLLOWING.
. O .
.. AOFOF
Z 1) NUMBER OF GIRDER PLIES AND
EJ77 ER NAILING SCHEDULE.
2) BEARING BLOCK REQUIREMENTS.
b > ER 1 11 3) SCAB DETAILS (IF REQUIRED)
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EJ74 01 0 - 1 AFF
■ ■ 4) UPLIFT AND GRAVITY REACTIONS.
ER
EJ73 ►i i� i �i i i i i� ��'
0 ` .0 0 ' ::0 0. . 0 0. 0 0 U 0" ' D" ' 0'': " ' 0" ' 0" 7' 2" WARNING
7' 2" ' Backcharges Will Not Be Accepted
_ EJ7 1 11 Regardless of Fault Without Prior
EJ73 Notification By Customer Within 48
■ ■ Hours And Investigation By
i r
:_. Builders FirstSource.
12' 4
ER NO EXCEPTIONS.
EJ73 _
N The General Contractor Is Responsible
For All Connections Other Than Tru
ss
ER to Truss, Gable Shear Wall, And
EJ73 o (::? Connections. Temporary and
Permanent Bracing, And Ceiling And
00
•
ER Diaphragm Roof Dia hra m Connections.
,-� •_: •_•
EJ73 TRUSS END DETAIL
PAUL WELCH INC.
8'-1 " TO ER
COFE .R 1984 SW BILTMORE ST - #114
EJ73 < _ ' 12 PORT ST LUCIE, FL 34984 FL
0 PLUMB CUT OVERHANG 6 REG NO. 29945
ER
d- EJ73
,a.
REVIEWED BY: /
M C� > ER
ERM. Z 4-1/2"
O C) HEEL HEIGHT
= EJ7
= M EJ7 _ _
00
ER in
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Ln
EJ 7 < C�'
8'-1" CLNG J =:'
EJ7
1'-0"
ER :_'
CD
_ > EJ7
ER =
AHU 8'-1 " CLNG
M 00 = D6
ER < OEn
'' _ '
8'-1 " CLNG D5 BUILDER:
EJ71 __ D4 PSL PROPERTIES
2 1'1 1 6' 0�� X x /\ / 6' 2 11
x \
REs: TARBOT
D4
ci X X /�\/ MODEL: BRIDGEPORT
CJ3 < G1 {�{ X X }�//
o = 11 '-1 " CLNG '�{ \ v > D3
ADDRESS: 6901 FORT WALTON AVE
O G1 = {<{�XXx� > \\� LOT / BLOCK: --
CJ1 00 X COUNTY: ST LUCIE
> { K X )c } /\/ { = D3 CITY: FORT PIERCE
G2 {{{�XXX� �> \/\/ C)00 �/\/\{ DRAWN BY: JL
rV •z, U U w { ,< X >/\{ { N D2
{ { X X > j�/{/� JOB # : 2820806
{ X >/\ /\ D2 DATE: 07/10/21 SCALE: NTS
\ D2 REVISIONS:
_ 121411 91 10" 101411 8'-1 " CLNG { XXX y \i\\.�� 1.
00 XXX ��y\//\ '� 2.
lD2
NA {{� �//\/� I MAIN WIND FORCE RESISTING SYSTEM/C-C HYBRID IMPORTANT 3.
\�\{� WIND ASCE7-16 4.
D2 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
*TRUSSES HAVE BEEN DESIGNED FORA 10.0 PSF Approval Of Plan.
011ders
BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH
131811 18' 10" ANY OTHER LIVE LOADS SIGNATURE BELOW INDICATES ALL FirstSource
NOTES AND DIMENSIONS HAVE
321611 191811 ROOF LOADING FLOOR LOADING BEEN ACCEPTED.
521211 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: