HomeMy WebLinkAboutTRUSS PLACEMENT PLAN*BUILDER"S WARNING'
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BEARING POINT M
S UST BE INSTALLED
S D
COMPONENUOSI S AS DEFINED BY WfCA 1 1995.
DIAPHRAMS HAVE NOT BEEN AN ALYZED BY
7) FOR THE ERECTION BRACING FOLLOW INSTRUCTIONS
N THE BCSI-81 SUt ! FV HEFT
EASTRECTI TRUSS
s
OR TO INSTALLING ANY TRUSSES.FAILURE
INSTALLATION OF TRUSSES
FOLLOW
2) PERMANENT BR It FOR THE STRUCTURE IS HE
OF THERS.
,ESPSTALL
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INIONAND
FOLLOW INSTRUCTIONS ON THE BCSI - - --- RV
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3) INSTALL WEB SPACING .AS STATED ON SEALED
I KUJZi F'LAULIVILN I FLAN
4TA NUMBER OF GIRDER AND
CONNECTION INFORMATION.
:PARTMENT MUST APPROVE
ND,'OR REPAIRS TO TRUSSES IN
;IGN DEPARTMENT
APPROVES THEW IN ADVANCE
HANGERS
ANGERS ARE SSTRONG-TIE
UNLESS
iERVIASE NOTEDINSTALL HANGERS ACCORDING
THE CURRENT SIMPSON STRONG -TIE CATALOG
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SCANNED
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TYPICAL END
DETAIL
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JSTOMER:Mel-Ry Construction
)B NAME:Esposito Residence
)DRESS:208 NE Nettles Blvd.
DEL
Q FT 1075 ft2
ATE 08/09/13
15SJ1.000 (3) (c), EAST COAST TRUSS Is the
"Trues D"hm Engineer"
Trusses are designed in accordance with the
Florida Building Code
approving this Placement Plan(s). signatured anywhere on this sheetills
toner or his representtttve acknowledges that this placement plan comptfe
I the stmctural intent of the projed.
he customer also acknowledges that this approval authorizes EAST
AST TRUSS to manufacture these if and deliver them to the prolot
Icated on this drawing
hecustomer also acknowledges that he/she attepts financial
ponsibility for any repair. engineering, and labor required due to errors
er than those of EAST COAST TRUSS.
igned:
ODE =FBC 2010lfP12007 ASCE 7-1
ESIGN CRITERIA=MWFRS
CCUPANCY CATEGORY = II
XPOSURE = D
WF SPEED =170
UILDING TYPE =ENCLOSED
EAN HEIGHT = 16.00 ft
GRAVITY LOADS
FOR: DUR FACTOR= 1.0
F=TCLL - TCDL- BCLL-BCDL
40.0710.0,0.0,5.0
,OF: DUR FACTOR= 1.25
F=TCLL - TCDL - ECLL - BCDL
20.0-15.0-10.0-10.0
'NON -CONCURRENT BC LL 10psf
UNLESS SHOWN ON ENGINEERED TRUSS
DRAWNG.
ALL GIRDER/COLUMN LOADS MUST
BY-PASS FLOOR TRUSS UNLESS SHOWN
ON ENGINEERED TRUSS DRAWING.
FLOOR TRUSSES SPANNING
MUST BE SET WTH A SPREADER BAR. THE
SPREADER BAR SHOULD BE AT LEAST 112 TO
213 IN LENGTH AS THE SPAN OF THE TRUSS
BEING SET.
REFER TO 3CI-B1 FOR COMPLETE
ERECTION AND SAFETY PROCEDURES.
SUPPORT ANY PLANT
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