HomeMy WebLinkAboutTruss Placement Plan*BUILDER"S WARNING"
LL BEARING POINTS MUST BE INSTALLED
RIOR TO INSTALLING ANY TRUSSES!FAauRE
10
COMPONENTS AS DEFINED BY WFCA 1 - 1995.
D STHCOASTRAMS HTRUSSAVE 076EEN ANALYZED BY
USSES
FOLLOW INSFOR OTRUCTIONS ON THN AND IE BCSI-BON OF RSVMMARY
LNRAHE BCSI-Bl SOING FOLLOW INSTRUCTIONS
SHEETS
St
HE BCSI-Bl R THE STRUCTURE IS HE
IT HERS
STATED ON SEALED ITY OF OTHERS
LN
STRUCTURAL DATA, NUMBER OF GIRDER AND
RUSS
PLIES AND THE CONNECTION INFORMATION
OAL ALTERATIONS AND/ORUR DESIGN MENT MUST APPROVE REPAIRS TO TRUSSES IN
DESIGN DEPARTMENT APPROVES THEM IN ADVANCE
OTHRY MPSON STRONG -TIE UNLESS
ALL ERWISE NO EDERS ARE SINSTALL HAdE�ERS ACCORDING
TO THE CURRENT SIMPSON STRONG -TIE CATALOG
OB G TRUSSES O
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BEAMS BY BUILDER
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TOP @ 17'-4" A.F.F.
13' 0"
8' 8"
21' 8"
EJ1B
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BEARING ELEVATIONS
9 7/817'-4" A.F.F.
3 7/8"
ZERO O.H. DETAIL
TYPICAL END DETAIL
CC2I'' 3 rEB 24'1015
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JOB NAME:Sullivan Residence
4DDRESS:327 Holiday Out
ITY/CNTYJensen Beach/Mart
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JOB #
MODEL Custom 2 Story/Roof
3ARAGE
3QFT3
)ATE / /
61G199-91.00r3 ) (c), BAST COAST TRUSS 41
efn
Eri
deli Bed in rrithirrrrr
Trusses are deei�red in accordance with the
Flcrlda B"Jdive Code
approving this placement plan(s), slgneNred anyuvhere on this ahee( the
tourer ti his representative acknowledges that this placement plan wmplic
t the stmctural lrttenf of the project.
he customer also ackno,,Wges that this approval Authorizes EAST
AST TRUSS to manufacture these trusses and deliver them to the project
cated on this drawing
-
he customer also acknowledges that helshe aoca,jts financial
ronsibility for any repair, engineeringand labor required due to errors
=r than those of EAST COST TRUSS.
ODE =FBC 2010/TP12007 ASCE 7-1
ESIGN CRITERIA = MWFPS
CCUPANCY CATEGORY=11
XPOSURE = D
WF SPEED =170
UILDING TYPE = ENCLOSED
EAN HEIGHT =15.00
GRAVITY LOADS
DOR:
DUR FACTOR= 1.0
F=TCLL
- TCDL- BCLL-BCDL
40.0110.0,0.0,5.0
IOF:
DUR FACTOR= 1.25
F= I CLL
-'I-CDC BCLL - BCDI-
20.037.0,0.0,10,0
*NON CONCURRENT BC LL 101 sr
UNLESS SHOWN ON ENGINEERED TRUSS
DRAWING I
ALL GIRDERICOLUMN LOADS MUST
BY-PASS FLOOR TRUSS UNLESS SHOWN
ON ENGINEERED TRUSS DRAWING.
t
FLOOR TRUSSES SPANNING 20'-0" OR MORE
SPREADER BAR SHOULD BE AT LEAST 12 TO
2t3 IN LENGTH AS THE SPAN OF THE TRUSS
BEING SET
REFER TO BCI-Bi FOR COMPLETE
ERECTION AND SAFETY PROCEDURES.
SUPPORT ANY PLANT SHELVES
10-01-2014_Change roof I `uraw_
:12 SJ Itch to
TRUSS PLACEMENT PLAN
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