HomeMy WebLinkAboutPEAVY TRUSS LAYOUT REVIEWED S 8-4-21 581011 PAUL WELCH INC. CAUTION ! ! !
321011 261011 1984 SW BILTMORE ST - # 114 DO NOT ATTEMPT TO ERECT
TRUSSES WITHOUT REFERRING TO
THE ENGINEERING 61011 PORT ST LUCIE, FL 34984 BSCI B1 SUMMARY SHEETS.
, GS AND
FL REG NO. 39945
w w w w w w w U U U 1.� ALL PERMANENT BRACING MUST BE
IN PLACE PRIOR TO LOADING
TRUSSES. (ie. SHEATHING,
CJ1 CJ1 / SHINGLES, ETC.)
CJ3 CJ3 0 ALL INTERIOR BEARING WALLS
MUST BE IN REVIEWED BY: INSTALLING TRUSSES. PRIOR TO
CJ5 CJ5 08/04/2021
REFER TO FINAL ENGINEERING
SHEETS FOR THE FOLLOWING.
ti�� 1) NUMBER OF GIRDER PLIES AND
NAILING SCHEDULE.
0
CJ1 8'-l" CLNG - 2) BEARING BLOCK REQUIREMENTS.
0 0 0
N EJ3 , 0 > ; - N 3) SCAB DETAILS (IF REQUIRED)
EJ3 v/ 0 4 UPLIFT AND GRAVITY REACTIONS.
EJ3 0
cJ1 - WARNING
ATTIC AHU / 0 Backcharges Will Not Be Accepted
Regardless of Fault Without Prior
STORAGE { / \ / \ _ Notification By Customer Within 48
0 \ Hours And Investigation By
00 // ` \\ // G8 Builders FirstSource.
u, 3101 Hatch Legend NO EXCEPTIONS.
G9 2 10 1/2 The General Contractor Is Responsible
cJ 1 p
For All Connections Other Than Truss
151411 131811 G1oto Truss Gable Shear Wall And
ti N y�� 8'— 1 ' A. F . F ,
N Cl) 't LO (0 � 0 Connections. Temporary and
7 U U U w w W W W a a Q a a a a a G10 M Permanent Bracing, And Ceiling And
° w Roof Diaphragm Connections.
CJ1 EJ7
V8 EJ7
0 CJ2 { ,� { V7
ER
CJ4 ` / / ` V6
EJ7
V
0 \K >< / \, y 0 o TRUSS END DETAIL
- Q Q m m m co U U EJ7
2 \X/ \/ /\/ / o ,i V4 U
o \K >< �\ \\ /\ PLUMB CUT OVERHANG 12
EJ7 6
Fsk 3
0 \,� �x X ^ \ / VA LT F OM U-0"
\ / \X/ \ / `\ EJ7
4
8,_ o q,� „ y ` x
ER t0 HEEL HEIGHT
000 5 K { � � � 0�� ' 0 ' 0��. � 0'.!. l 0il.. � 0�� 1 0.�� 0�� 0'1 ; 011 , 0�� 1..0�� � � 0" ' 0' 7' 011
X y\ 00
o \{/ \�/ \u/ \{/ {/ ;� EJ7
5
Q
N ER
o M 8'-1" CLNG
0
0 V.. EH 0
o - v
\{ U
/ � ER
7 _\
o / X ER
7
6 EJ7 BUILDER:
ER PORT SAINT LUCIE PROP
8 i�
0 8'-1" CLNG o ? in
EJ7 RES: PEAVY
0 13' 4 3/4" N
o CIO
ER MODEL: WINDSOR
EJ 7
F- ADDRESS: 85 PINEWOOD LANE
Kil
Al U I IAHU I
10 L _J L--J ER
LOT / BLOCK: --
COUNTY: ST LUCIE
CJ5
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M M M M V5
0 w w W - w
CJ3 L1 _ 00 ER CITY: FORT PIERCE
co
CJ1
CV) V L2 � '-1 LNG �, Ul
DRAWN BY: JL
CJ N1 L3 0 D2 JOB # : 2747075
o CJ1 0 DATE: 05/16/21 SCALE: NTS
J1 � CA D2
N
0 w w w U �� Cl) M Cl) ti� D3
w w w `� 8'-l" CLNG REVISIONS:
o D4 0 1.
n n
� � 2.
0 3' 10" 9' 11" 91311 D5
M 3.
MAIN WIND FORCE RESISTING SYSTEM/C-C HYBRID IMPORTANT
CJ5— CJ5 WIND ASCE7-10 4.
0 ENCLOSED This Drawing Must Be Approved And
CJ3 0 CJ3 EXPOSURE CATEGORY C Returned Before Fabrication Will
OCCUPANCY CATEGORY II Begin. For Your Protection Check All
CJ1 CJ1 WIND LOAD 160 MPH Dimensions And Conditions Prior To
\1\ \7-- *TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF Approval Of Plan. 011ders
BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH
� � � LO M ti ANY OTHER LIVE LOADS SIGNATURE BELOW INDICATES ALL
ource
w w w w v c� v `�� NOTES AND DIMENSIONS HAVE �����
ROOF LOADING FLOOR LOADING BEEN ACCEPTED.
31411 81811 4' 8" 71911 10' 7" 201011 3' 0" TCLL: 20 PSF TCLL: PSF
701 S. KINGS HIGHWAY
TCDL: 07
PSF TCDL: PSF FORT PIECE, FL 34945
581011 BCDL: 10 PSF BCDL: PSF By Date Ph. (772) - 461 5475
TOTAL: 37 PSF TOTAL: PSF
DURATION: 1.25 DURATION: