HomeMy WebLinkAboutTRUSS PLACEMENT PLANr
*BUILDER"S WARNING*
WARNING*
COLAND
EFINED BY WTCA 1 - 1§95
11 FOR TNA� NCHE ERECTION BRACING FOLLOW INSTRUCTIONS
STRUCTURAL DATA, NUMBER OP GIRDER AND
DESIGN DEPARTMENT APPROVES THEM IN AGYANCE
ILL BEARING POINTS MUST BE INSTALLED
NOT BEEN ANALYZED®V
THE BCSI.Bl SUMMARY
TRUSS
[ALL ARE UNLIESS
EASTRONG-TIE
41 PERMANENT BRANG OREETS
THE STRUCTURE IS HE
PLIES AND THE CONNECTION INFORMATION.
OTHERWG ERNOTEDS SI INSTAMPSONLL HANGERS ACG®ROING
RIOR TO INSTALLING ANY TRUSSES!
FOR
INSTALLATION OF NUSSES
OF RS
OUR DESIGN DEPARTMENT MUST APPROVE
TO THE CURRENT SIMPSON STRONG -TIE CATALOG
FAILURE
ONS ON THE BCSI-BIaummu,R
3SNSTALL WEB BRAC NGLITY
AS STATED ON SEALED
ALTERATIONS AND OR REPAIRS TO TRUSSES IN
O DO SO MAY RESULT IN DAMAGED TRUSSES AND WILL VOID ALL WARANTIES.
SHED
ENGINEERED TRU DRAWINGS
N INEERIN TRUE DRAWINGS.
ADVANCE.
Is
no
W
T
J
Indicates Left End Of Truss
On Layout & Engineering Sheet:
Office Wall (10'0")/
V
Storage Wall (20'(DA10OFFAMIL
SCANNED
BY
St Lucie County
CID
NTRAC-fCOR COPY
LU
z
z
SHOP DRAWING / SUBMITTAL RE%
APPROVED ❑ APPROVED AS NOTED
13 REVISE AND RESUBMIT ❑ REJECTED
SUBMITTAL NVIS REVIEWED FOR DESIGN CONFORMII
GENERAL CONFORMANCE TO CONTRACT DOCUk
ONLY. THE CONTRACTOR IS RESPONSIBLE
CONFIRMING AND CORRELATING DIMENSIONS AT JC
_ Date: 3 I9. Z-01 15
Architectonic Inc.
Fort Pierce, FL 34950
CUw)
A r3 t> it ul w w ul ul ui Iii w ui w w w ul m [1 n n .)
N. N N N N N N NN N N N N N N N N N N N �-
ZCJ1
>
zcii
ZCJ3
b
ZCJ3
ZCJ5
ZCJ5
BO8G
B07
B06
TN
B05
B04
B03
0
B02
O
B01
O
801
'
b
B01
1' 10
5/161,
B01
0
@
N
801
B01
C9
Bo
G
B02
O
B03
804
0
B05
b
B06
0
B07
a
B08G
ZCJ5
CJ5
ZCJ3N>==0—ZCJ3
ZCJ1
CJ1
4-
'l.
0
w w w w w w w w w w w w 'w w N N N N N NN
N N N -N N N N N N N N N N N N N N N N
>
40' 0"
I IXQ%D0 rCIVICIN 1 r-LAN
T..,
eCT
EAST COAST TRIBES
5285 Sr. LUCIE BLVD. IT PIERCE, FL 349646
OFFICE: 17721466-2480 FAX: (7721466-5336
;USTOMER:Crull Services
OB NAME:Storage Bid.
,DDRESS:1937 N. Old Dixie Hwy.
:ITY/CNTYFt. Pierce/St. Lucie
)DEL [???]
.RAGE
FT 14
TE 09/06/17 LATEST=/ /)
'CORDANCE WITH THE FLORIDA ADMINISTRATIVE
61GMS-31.003 (3)111, EAST COAST TRUSS in the
"Truss Design Engineer"
Trusses are designed in accordance with the
Florida Building Code
approving this placement plan(s), signatured anywhere on this sheet, the j
Amer or his represent{dve acknowledges that this placement plan compli.
the structural intent of the project. I
is customer also acknowledges that this approval authorizes EAST
SST TRUSS to manufacture these trusses and deliver them to the project
ated on this drawing.
is customer also acknowledges that he/she accepts financial
onsibility for any repair, engineering, and labor required due I errors
r than those of EAST COAST TRUSS,
DDE = FBC 2014/TP12007 ASCE 7-1
ESIGN CRITERIA =MWFRS
CCUPANCY CATEGORY = II
KPOSURE = C
WF SPEED =165
JILDING TYPE = ENCLOSED
EAN HEIGHT =16
GRAVITY LOADS
ROOF: DUR FACTOR= 1.25
PSF=TCLL - TCDL - BCLL - BCDL
30.0-7.0-0.0-10.0
'NON -CONCURRENT BC LL 10psf
DRAWING.
ALL GIRDER/COLUMN LOADS MUST
BY-PASS FLOOR TRUSS UNLESS SHOWN
ON ENGINEERED TRUSS DRAWING.
FLOOR TRUSSES SPANNING 20'-0" OR MORE
SPREADER BAR SHOULD BE AT LEAST ill'
2/31N LENGTH AS THE SPAN OF THE TRU:
BEING SET.
REFER TO BCI-81 FOR COMPLETE
ERECTION AND SAFETY PROCEDURES.
ANY PLANT SHELVES
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY. BE NECESC?aRY IN DR0ER TO IS
co-14PLV.LYn LAPPLICAAACODES,
N
I