HomeMy WebLinkAboutTruss Placement PlanN
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"WARNING" COMPONEM
ALL BEARING POINTS MUST BE INSTALLED EAPHCG
RA IS
PRIOR TO INSTALLING ANY TRUSSESI FAILURE FORLLOW CTH
INE
TO DO SO MAY RESULT IN DAMAGED TRUSSES AND WILL VOID ALL WARANTIES. I SHEETS AN[
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EXISTING WALL HEIGHTS
NOTE:
"`BUILDER"S WARNING*
__PLAN- FOR EN�GIN ERED BRACING:
'a DEFINED BY WTCA i - 1g95. FOR THE ERECTION BRACING FOLLOW INSTRUCTIONS
E NOT BEEN ANALYZED BY ON
THE SCSI-81 SUMMARY SHEETS
ISS 2) PERMANENT BRACING FOR THE STRUCTURE IS HE
VD INSTALLATION OF TRUSSES RESPONSIBILITY OF OTHERS.
CTIONS ON THE SCSI-Bi SUMMARY 3) INSTALL WE8 BRACING AS STATED ON SEALED
\LED ENGINEERED TRUSS DRAWINGS ENGINEERING TRUSS DRAWINGS.
ALL LVL BEAMS SUPPLIED AS MATERIAL
ONLY AS SPECIFIED BY THE PLANS BY
CORSON AND ASSOC., INC., ON SHEET 3
REPAIRS TO TRUSSES IN
LVL BEAM SCHEDULE
LVL1 (1) 3-PLY 1.75"x14"x 24'-0
LVL2 (2) 2-PLY 1.75"x14"x 12'-0
LVL3 (1) 3-PLY 1.75"x1411lix 26'-0
ADDITION NOTE:
IT IS THE BUILDERS RESPONSIBILITY TO
12 VERIFY ALL EXISTING CONDITIONS, EAST COAST TF
CANNOT BE RESPONSIBLE FOR MATCHING
EXISTING ROOF CONDITIONS.
/ UPON SIGNING, BUILDER AGREES ALL
CONDITIONS AS SHOWN ON THIS LAYOUT
12- 011
TYPICAL
OVERHANG / PITCH
r-LDETAIL
2'-6"
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LVL BEAM
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1210"
= Indicates Left L..
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NOV 0 7 2017
EAST COAST TRUSS
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CUSTOMER:Rubin Custom Homes
PERMITTING
JOB NAME:Liteplo Res.
St. Lucie County, FL
ADDRESS:2016 NW Laurel Lane
_
------
CITY/CNTYPalm City/Martin
JOB # J34331
MODEL Addition
_
SQ FT 310
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DATE 9/19/2017
1
1
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(LATEST=/ /)
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Us ACCORDANCE WITH THE FLORIDA ADMINISTRATIVE CODE
61GISS-31.003 (3) (c), EAST COAST TRUSS n the
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"Vest Devi, E.Ilib e"
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T'n.... s arc designed in e.¢ordance with the
Florida Dentinal, Code
APPROVAL NOTE:
;
y approving this placement plan(s), stgnatured anywhere on this sheet, the
sterner or his representitive acknowledges that this placement plan complies
1
with the structural intent of the project.
,
The customer atsc acknowledges that this approval authonies EAST
,
OAST TRUSS to manufacture these trusses and deliver them to Me project
indicated on this drawing.
—
The wMomer also acknowledges that he/she accepts finandal
responsibility for any repair, engineering, and labor required due to Deers
other than those of EAST COAST TRUSS.
Signed:
z
Date:
UL
CODE =FBC 2014/TP12007 ASCE 7-1
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DESIGN CRITERIA =MWFRS
wOCCUPANCY
CATEGORY =11
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EXPOSURE=C
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MWF SPEED =170
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BUILDING TYPE =ENCLOSED
MEAN HEIGHT =15
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GRAVITY LOADS
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ROOF: DUR FACTOR= 1.33
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PSF=TCLL - TCDL - BOLL - BCDL
D
30.0,15.0, 0.0,10.0
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LOADS PER FBC & FRC
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'NON -CONCURRENT BC LL 10psf
CONCURRENT BC STORAGE LL 20 psf
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CAUTION: SPANS GREATER THAN 30'-0"
MUST BE SET WITH 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 BCI-B1 FOR COMPLETE
/ /)
V
ERECTION AND SAFETY PROCEDURES.
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ALL BEAMS BY BUILDER
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NOTE: TRUSSES DO NOT
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SUPPORT ANY PLANT SHELVES
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- -- REVISIONS —
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TRUSS PLACEMENT PLAN
1/4" if plot 18X24) .Designed by:Rqj o-