HomeMy WebLinkAboutTruss Placement PlanWARNING*
LL BEARING POINTS MUST BE
OMPONENTS AS DEFINED BY WTCA 1 - 1995.
C
1) FOR THE ERECTION BRACING FOLLOW
STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS
DESIGN DEPARTMENT APPROVES THEM IN ADVANCE
IAPHRAMS HAVE NOT BEEN ANALYZED BY
NSTRUCTIONS ON THE BCSI-B1 SUMMARY SHEETS
PLIES AND THE CONNECTION INFORMATION.
ALL HANGERS ARE SIMPSON STRONG -TIE UNLESS
NSTALLE® PRIOR TO INSTALLING
EAST COAST TRUSS.
2) PERMANENT BRACING FOR THE STRUCTURE IS HE
OUR DESIGN DEPARTMENT MUST APPROVE
OTHERWISE NOTED. INSTALL HANGERS ACCORDING
NY TRUSSES!
FOR ERECTION AND INSTALLATION OF TRUSSES
ESPONSIBILITY OF OTHERS.
ALTERATIONS AND/OR REPAIRS TO TRUSSES IN
TO THE CURRENT SIMPSON STRONG -TIE CATALOG
FAILURE TO DO SO MAY RESULT
FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY
3) INSTALL WEB BRACING AS STATED ON SEALED
ADVANCE.
N DAMAGED TRUSSES AND WILL VOID ALL WARANTIES.
'311EETS AND SEALED ENGINEERED TRUSS DRAWINGS
NGINEERING TRUSS DRAWINGS.
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n
5' 6"
25' 4"
18, 8"
92' 10"
130"
232"
7'2"
10'-0" BEAM HEIGHT
EXIS
IN
ROOT
10'-8" BEAM HEIGHT
in
12'-0" BEAM HEIGHT
°'
EXIST114G
ROOF
HOLD IN
FL17 TRUSS 3/4"
FL18 1' 7
9/8"
FL18 1' 7
1/8"
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23' 6"
' FL18._ 1' 7
1/8"
k.
FL18 1' 7
1/8"
CV
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HOLD IN
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FL01 TRUSS 3/4"
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HHUS48 FG05 THA422 A422
FL141' 7 1/8" BEARING 10" c� c� (
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TRUSS 3/4" I o TRUSS 3/4"
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24' 4"
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20' 8"
11' 4"
92' 10"
8' 4"
M
10, 8"
4•' 0" - I- 5' 8" .1. T 10" 1. 2' 10"
TRUSS PLACEMENT PLAN
11' 2"
10
J
ENGINEERED TIMBER
TRUSS SYSTEMS PRODUCTS
C T
-EASE' COAST TRUSS
5285 ST. LUCIE BLVD. FT. PIERCE, FL 349646
OFFICE: (772) 466-2480 FAX: (772)466-5336
CUSTQMER:Gulick Construction
JOB NAME: Rinicella Addition/Floors
ADDRESS:Lot 2 Las Tortugas
CITY/COUNTY:St. Lucie County
�( JOB # 27070
,....., ` ` 173 JOB #
MODEL:Custom
SQ FT 6
DATE 07/10/14'
■a�ell�'
61G158-31.003 (3) (c), EAST COAST TRUSS is the
"Truss Design Engineer"
Trusses are designed in accordance with the
Florida Building Code
NOTE:
By approving this placement plan(s), signatured
anywhere on this sheet, the customer or his
ARCHITECTURAL
representitive acknowledges that this placement plan
RETIE
complies with the structural intent of the project.
The customer also acknowledges that this approval
M.A. CORSON & ASSOCIATES, Inc.
authorizes EAST COAST TRUSS to manufacture these
'2� Approved
trusses and deliver them to the project indicated on this
❑ Approved As Noted
drawing.
The customer also acknowledges that he/she accepts
❑ Not Approved
financial responsibility for any repair, engineering, and
❑ Revise & Resubmit
labor required due to errors other than those of EAST
Review and acceptance is onty' for conformance
COAST TRUSS.
with the design concept of the Project and
Signed: Date:
general compliance with the information given
in the Contract Documents. Contractor is
responsible for dimensions to be confirmed
and correlated at the jo site.
By:
CODE = FBC 2010/TP12007 ASCE 7-10
DESIGN CRITERIA = MWFRS
Date,: �zz-
OCCUPANCY CATEGORY= II
EXPOSURE = D
MWF SPEED =170
BUILDING TYPE =ENCLOSED
MEAN HEIGHT: 17.00
FLOOR: DUR FACTOR=1.0
PSF=TOLL-TCDL-BCLL-BCDL
40.0110.0,0.0,5.0
ROOF: DUR FACTOR= 1.25
PSF=TCLL-TCDL-BOLL-BCDL
20.0115.070.075.0
*NON -CONCURRENT BC LL 10psf
CONCURRENT BC STORAGE LL 20 psf
011211al`INNEel ki
MWF = MAIN WIND FORCE
C&C = COMPONENTS AND CLADDING
TOB = TOP OF BEARING
TIC = TOP CHORD
BC = BOTTOM CHORD
LL = LIVE LOAD
DL =DEAD LOAD
psf = POUNDS PER SQUARE FOOT
# = POUNDS
UNLESS SHOWN ON ENGINEERED TRUSS
DRAWING,
ALL GIRDER/COLUMN LOADS MUST
BY-PASS FLOOR TRUSS UNLESS SHOWN
ON ENGINEERED TRUSS DRAWING.
RECOMMENDED ON FLOOR TRUSSES
SPANNING 20'--0" OR MORE
IUST BE SET WITH A SPREADER BAR. THE
PREADER BAR SHOULD BE AT LEAST 1/2
0
/3 IN LENGTH AS THE SPAN OF THE TRUSS
EING SET.
EFER TO BCI-B1 FOR COMPLETE
RECTION AND SAFETY PROCEDURES.
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SUPPORT ANY PLANT SHELVES
1- 8/16/14 Enlarged opening in library room
2-
3-
4-
5-
6-
(3/16" if plotted 24x36) . Designed By: LM
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81620141:35 F