HomeMy WebLinkAboutTruss Placement Plan'BUILDER11S WARNING'
WARNING*J
COMPONENTS AS DEEMED BY WTCA 1 tg9S
t I FOR THE ERECTION BRACING FOLLOW INSTRUCTIONS
STRUCTURAL DATA. NUMBER OF GIRDER AND
ESSDUR
DESIGN DEPARTMENT APPROVES THEM IN ADVANCE
LL BEARING POINTS MUST BE INSTALLED
AVE T BEEN ANALYZED SY
THE SCST-131 RY SHEETS
2l
RUSSAND
HANGERS ARE SINSTALLSON E tjNUESS
EAST COASTDIAPHRHTRUSS
PERMANENT BRACING FOR THE STRUCTURE IS HE
PLES THE CONNECTION INFORMATION
OTHERWISENOT DALL
HANGERS ASGORDING
RIOR TO INSTALLING ANY TRUSSES!
OF
ERECTION TIIO
,IINSTALLLILITY OF OTHERS
OUR DESIGN DEPARTMENT MUST APPROVE
TO THE CURRENT SIMPSON STRONG TIE CATALOG
FAILURE
STALLATION
FOR OW INSTRUCTON THE BCSI BR SUMMARY
3IUSSES
B SPACING AS STATED ON SEALED
ALTERATIONS ANDOR REPAIRS TO TRUSSES IN
O DO SO MAY RESULT IN DAMAGED TRUSSES AND WILL VOID ALL WARANTIES
SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS
NGINEERING TRUSS DRAWINGS.
ADVANCE.
.ICU
4_0
a)
0
C
W
J
Indicates Left End Of Truss
On Layout & Engineering Sheets
Office
LWI
Ease
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2' D"
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DRAWING l SUBMITTAL I
/ED I AFPROvt O AS NOTED
ANcncsuBMIT t„IIr LCLEI
....._._....
Arr,hitectonic Inc.
FDri Pierce, FL 34960
ECT
EAST COAST TRUSS
5285 S _ LUCLE BLVD. FT. PIERCL. F. 3196ag
(DIITCI.: 11721466-2480 TA.X, 072466-533O
USTOMER:Crull Services
DB NAME:Storage Bid.
DDRESS:1937 N. Old Dixie Hwy
OB #
MODEL [???]
ARAGE
OFT14
ATE 09/06/17 LATEST=/ /
A
ACCORDANCE W'ITT[ THE P U i DA .AD. I 'TNA 'O
1
etG15S31.003 (3) (c), EAST COAST TRUSS is the
i
"Truss Design Engineer"
'Trusses are designed in seer rd.m,e with the
;
Florida Building Code
1
1
1
APPROVAL NOTE:
y approving this placement ideals), Sgnatered anywhere on this sheet. the
1
ustomer or his representative acknowledges that this placement plan complie
1
ith the structural intent of the project.
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The customer also acknowledges that this approval authorizes EAST
1
OAST TRUSS to mo n facture these trusses and dediver them to Me project
adicated on this drawing.
'
The customer also acknowledges that he/she accepts financial
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esponsibili, fee any repair, engineering, and tabor required due to errors
1
Mer than those of EAST COAST TRUSS.
E = FBC 2014/TP12007 AS(;E 7-1
IGN CRITERIA =MWFRS
UPANCY CATEGORY = II
OSURE = C
SPEED=165
.DING TYPE =ENCLOSED
N HEIGHT = 16
GRAVITY LOADS
ROOF: DUR FACTOR= 1.25
PSF=TCLL - TCDL - BCLL - BCDL
30.0-7.0-0.0-10.0
'NONCONCURRENT SC LL 10psf
CONC RRENT STO LL 20 %f [
UNLESS SHOWN ON ENGINEERED TRUSS [
DRAWING.
ALL GIRDERICOLUMN 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 112 TC
213 IN LENGTH AS THE SPAN OF THE TRUSS
BEING SET.
REFER TO BCI-B1 FOR COMPLETE
ERECTION AND SAFETY PROCEDURES.
ANY
r. P'I ;r ' I U LL r L �^NUPL,3ki�
°s�F lit ti It "T � ) eA%`J �p�Pf9e^T` F�:(�^f ION!
IIiEE,QU,";2 DN��i ti EL D i�'�4°'`Cit9'RG s iXr
ICAC,
TRUSS PLACEMENT PLAN