HomeMy WebLinkAboutTruss Placement Plan_ 13UILDER''8 WARNING*
711 3 COMPONENTS AS DEFINED BY WTC1 1 - 1995. 1) FOR THE ERECTION BRACING FOLLOW INSTRUCTIONS
LL BEARING POINTS MUST BE INSTALLED EAST CAOSTHT USS.AVE TBEENANAL'�EDBY NTHRMANEN SUMMARY SHEETS
w FOR ERECTION AND INSTALLATION F TRUSSES 2) PERMANENT BRACING FOR THE STRUCTURE IS HE
RIOR TO INSTALLING ANY TRUSSES! FAILURE FOLLOW INSTRUCTIONS ON THE SCIN R1 SUMMARY ESPONSIBILITY OF OTHERS.
_ __. _ __ _.._..._____ . ,. I., INSTALL'WEB BRACING AS STATED ON SEALED
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RUCTURAL DATA, NUMBER OF GIRDER AND
USS
IES AND THE CONNECTION INFORMATION.
1R DESIGN DEPARTMENT MUST APPROVE
TERATION 1 ND/OR REPAIRS TO TRUSSES IN
13' 4"
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SIGN DEPARTMENT APPROVES THEM IN ADVANCE
HANGERS ARE SIMPSON STRONG-TIE'JNLESS
AERWISE NOTED. INSTALL HANGERS -;,';CORDING
THE CURRENT SIMPSON STRONG TIE-ATALOG
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111611 13' 11 5/8"
ADDITION
IT IS THE BUILDERS RESPONSIBILITY
CANNOTVERIFY ALL EXISTING CONDITIONS, ECT
BE . RESPONSIBLE FOR
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'USTOI' ER:Moon, Walter
AOB NAME:Walter Moon
DDRESS:22 Aqua Rd.
/CHTY,lensen Beach
I
)EL Addition
AGEWT
[TE
700
11/18/13 /
TIA�
61G15S-31.003 (3) (c), EAST COAST TRUSS is tic.
i
"Truss Design Engineer"
i
Trusses are designed in accordance with the
1
Florida Building Code
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Hdatif"WIM09JI
i approving this placement plan(s), signatured anywhere on flin sheet, the
istomer or his representitive acknowledges that this placemen clan compile
th the structural intent of the project.
The customer also acknowledges that this approval authorize° '-AST
DAST TRUSS to manufacture these trusses and deliver them c the project
dicated on this drawing.
The customer also acknowledges that he/she accepts flnaru:ul
sponsibility for any repair, engineering, and labor required due 'o errors
her than those of EAST COAST TRUSS.
Digned:
)ate:
ODE =FBC 20101TP12007 AS°_N_ 7-1
FSIGN CRITERIA =MWFRS
,CCUPANC°Y CATEGORY" =11
XPOSURE = D
IWF SPEED =170
UILDING TYPE = ENCLOSED
IEAN HEIGHT =15.00
GRAVITY LOADS
FLOOR: DUR FACTOR= 11
NSF=TCLL - TCDL- BCLL-BCDI-
40.0710.090.076.0
RQQF: DUR FACTOR- 1.25
20.0-15.0-10.0- w I0,0
'NON -CONCURRENT BC LL 10psf
UNLESS SHOWN ON ENGINEERED TRUSS
DRAWING.
ALL GIRDER/COLUMN LOADS MUST
BY-PASS FLOOR TRUSS UNLESS SHOWN
ON ENGINEERED TRUSS DRAWING.
FLOOR TRUSSES SPANNING 20'-0" OR MORE 'll J
MUST BE SET WITH A SPREADER BAR. THE
SPREADER. BAR SHOULD BE AT LEAST 1/2 TCt
2/3 IN LENGTH AS THE SPAN OF THE TRUSS
BEING SET,
REFER TO BCI-Bt FOR COMPLETE
ERECTION AND SAFETY PROCEDURES.
SUPPORT ANY PLANT SHELVES
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