HomeMy WebLinkAboutBOLINSKY TRUSS LAYOUT APPROVED (1)(1) CAUTION ! ! !
471 811 DO NOT ATTEMPT TO ERECT
TRUSSES WITHOUT REFERRING TO
THE ENGINEERING DRAWINGS AND
51 211 61 511 31 1" 201 Oil 131 Oil BSCI-131 SUMMARY SHEETS.
ALL PERMANENT BRACING MUST BE
171 Oil 3' 0if IN PLACE PRIOR TO LOADING
TRUSSES. (ie. SHEATHING,
SHINGLES, ETC.)
� LO LO LO ALL INTERIOR BEARING WALLS
W W W W MUST BE IN PLACE PRIOR TO
INSTALLING TRUSSES.
O y Q �Q� - � REFER TO FINAL ENGINEERING
vS U W Q Q Q Q Q a a Q Q Q Q O Hatch Legend SHEETS FOR THE FOLLOWING.
0 0 A L n A n -
1) NUMBER OF GIRDER PLIES AND
NAILING SCHEDULE.
CA = ----------------- CJ2
O � , " 2) BEARING BLOCK REQUIREMENTS.
O
-------------- — 1 AOFOF
_ - M I I �
C J 3 in �O 3) SCAB DETAILS (IF REQUIRED)
------------- --- CJ4
�O zO 4) UPLIFT AND GRAVITY REACTIONS.
_ ——————————— -----
O /
------
2 - / —�---------- CJ6
M / cl� 8 WARNING
G 1 1 /————————————— AOFOF Backcharges Will Not Be Accepted
�N N �N �o N / EJ72 Regardless of Fault Without Prior
————————— Notification By Customer Within 48
EJ7 = _ _ _ / \ / \ / \ / \ / \ / \ Hours And Investigation By
Builders First Source.
EJ7 /A\ /� /� ————————— EJ72 �� NO EXCEPTIONS.
\ // \\ // \\ / \\ // ————————— 10 — 1 AOFOF The General Contractor Is Responsible
LO M N X X X X For All Connections Other Than Truss
————————— EJ72 to Truss, Gable Shear Wall, And
ER / \ / \ 0 \ / \ / \ / Connections. Temporary and
/Z ————————— Permanent Bracing, And Ceiling And
u u u Roof Diaphragm Connections.
— EJ72
EJ7 \ // \ / \\// \\// \ \\/ / — 3.7/12 VAULT —
J \ c /\ /\ �� /\ �,� TRUSS END DETAIL
EJ72
EJ7 \</ --------- 12
oO \ / \ / \ / \ / / \ // \ PLUMB CUT OVERHANG
ER =\ \\ // \ / \ ---- � 11 � EJ72 6
r� \ / / \ \ / \ \ \ / 7 0
fV 71011
1 oil O11 O11 O11 1 oil 1 011 1 oll 1 0ll 1 011 O1, ll 1 Oil 11 O11 i� 1
Ln l� \ ————————— EJ72
ry ER
--------- 4-3/16"
// \\ / \ // \ EJ72 HEEL HEIGHT
ER // \ / 00
-
M
ER
EJ7 \ / \ 'IxLn
CY) \ // \\ // \\ // \\ // \\ // \\ EJ7 Ln
EJ7 /� �\ /\/
ER
EJ7 / j\ A j\
\\ // \\ Lr) // \ ER
ERFoo I _ /
L
> > > >
ER BUILDER:
PSL PROPERTIES
C2 / \\ // \ \\ M ER
M N RES: BOLINSKY
> > > \ / \\ // \ N N U')
C2 \ \ / \ / > > EJ71 MODEL: BEDFORD
� _ � _
C3 <1 D1 REVEIWED BY: ADDRESi�7 8005 BANYON ST
D2 LOT / BLOCK: --
C3 $'-1 1' CLNG � COUNTY: ST LUCIE
00 D2 00 CITY: FORT PIERCE
Ln
I� F� D RAW N BY: J L
C3
_ D2 PAUL WELCH INC. JOB # : 2733886
1984 SW BILTMORE ST - #114
PORT ST LUCIE,FL 34984 DATE: 04/16/21 SCALE: NTS
C3 FL REG NO. 29945
C3 REVISIONS:
Ln
1.
C3 a En 2.
3.
MAIN WIND FORCE RESISTING SYSTEM/C-C HYBRID IMPORTANT
WIND ASCE7-10 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 011ders
*TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF Approval Of Plan.
BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH
ANY OTHER LIVE LOADS SIGNATURE BELOW INDICATES ALL FirstSource
NOTES AND DIMENSIONS HAVE
191011
51011 111411 121411 ROOF LOADING FLOOR LOADING BEEN ACCEPTED.
281 811 TCLL: 20 PSF TCLL: PSF 701 S. KINGS HIGHWAY
471 811 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: