HomeMy WebLinkAbout6006 SPRUCE ROB TRUSS LAYOUT ESS 11-11-21 55' 6" CAUTION ! ! !
DO NOT ATTEMPT TO ERECT
TRUSSES WITHOUT REFERRING TO
24' 10" 20' 6" 10' 2" THE ENGINEERING DRAWINGS AND
BSCI-131 SUMMARY SHEETS.
N ALL PERMANENT BRACING MUST BE
7' 011 0 11 011 0 11 0 11 O 6' 6" IN PLACE PRIOR TO LOADING
'� TRUSSES. (ie. SHEATHING,
A/ � I,*- N 00 N IV) 1C.0 100 - co SHINGLES, ETC.)
c% U U U m 00m co com .-� m a a a a a a a a N a U U U
ALL INTERIOR BEARING WALLS
� Hatch Legend MUST BE IN PLACE PRIOR TO
INSTALLING TRUSSES.
CJ1 CA REFER TO FINAL ENGINEERING
SHEETS FOR THE FOLLOWING.
CJ3 CJ3 - , " 1) NUMBER OF GIRDER PLIES AND
Z O AOFOF NAILING SCHEDULE.
J
() 00 2) BEARING BLOCK REQUIREMENTS.
CJ5 = _ CJ5
7 3) SCAB DETAILS (IF REQUIRED)
EREJ6 4) UPLIFT AND GRAVITY REACTIONS.
5' 7 1/4 '
WARNING
ER EJ61 Backcharges Will Not Be Accepted
Regardless of Fault Without Prior
TRUSS END DETAIL Notification By Customer Within 48
EJ7 EJ62 = Hours And Investigation By
FM Builders FirstSource.
J NO EXCEPTIONS.
�( """""""""" PLUMB CUT OVERHANG 12 The General Contractor Is Responsible
ER - EJ63 LO co 6 For All Connections Other Than Truss
p\p (' N ...................... � ,'t
M Z r
U U U to Truss, Gable Shear Wall, And
J M . HTUZS' Connections. Temporary and
ERO0 t� .....EJ64...... Permanent Bracing, And Ceiling And
.Vj .. �.......... �� ...... �� .... Roof Diaphragm Connections.
Ol V >
4-1/2"
N ........ _ _ M CJ1 HEEL HEIGHT
ER 0
PAUL WELCH INC.
...... ........ ....... .. . .N.... CJ3 1984 SW BILTMORE ST - #114
ER0 PORT ST LUCIE, FL 34984 FL
REG NO. 29945
o CJ5
ER �..0. . ...0... ;..011 1181 10 71011
-
'0 .. ......... ........ ........ ........ ......... ........ N 1'-0"
�Q- ........ ......... ........ .... ......... ......... ........ EJ 7
ER �J .. 3/12 VAUL ».. 8 -1 CLNG
....... ......... ........ .... ........ ......... ........ ........ ER REVIEWED BY:
ER
p O Digitally signed
c j• Ii ' EJ7Ln
Pau l by Paul Welch
ER0 �� ' Date:
. .... . . . . ........ ......... ........ ........ ......... ...... Welc2021.11.11hI09:2616
n r' C� EJ7 -05'00'
, B C ;-�
EJ7 8 1 RG
N
ER ER 00
Q N
IAHU I /< I ?
- I—— — � EJ71
00
1' BUILDER:
......... .. t3'
EJ71 PSL PROPERTIES
C3 m .• .... O RES:
Q - EJ71
C4 00 - LW MODEL: KEY LARGO
8'-1 " CLNG B6 0. EJ72
ADDRESS: 6006 SPRUCE DR
C5 VZ LOT / BLOCK:
NNNEJ73 COUNTY: ST LUCIE
O �
N ~ ~ t ~ CITY: FORT PIERCE
= G1 = DRAWN BY: JL
K1 M CJ 1 - > CA N JOB # : 2931957
DATE: 09/23/21 SCALE: NTS
V4 1111
CJ5 CJ5 N N NN N N 6
U W W WWI W W U
O V3 REVISIONS:
CJ3 CJ3 0 1•
� 2.
CA CJ 1 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
�.� OCCUPANCY CATEGORY II Begin. For Your Protection Check All
U U U W W W W U U U WIND LOAD 160 MPH Dimensions And Conditions Prior To
*TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF Approval Of Plan. 011ders
BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH
ANY OTHER LIVE LOADS SIGNATURE BELOW INDICATES ALL FirstSource
191211 6' 1" 101011 6' 1" 141211 ROOF LOADING FLOOR LOADING NOTES AND DIMENSIONS HAVE
BEEN ACCEPTED.
221211 TCLL: 20
PSF TCLL: PSF
55' 6" TCDL: 07 PSF TCDL: PSF 701 S. KINGS HIGHWAY
FORT PIECE, FL 34945
BCDL: 10 PSF BCDL: PSF By Date Ph. (772) - 461 5475
TOTAL: 37 PSF TOTAL: PSF
DURATION: 1.25 DURATION: