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On Layout & Engineering Sheets
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35' 811
8' 3„ �.�.
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60' 0"
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DESIGN DEPARTMENT APPROVES THEM IN ADVANCE
ALL HANGERS ARE SIMPSON STRONG -TIE UNLESS
OTHERWISE NOTED. INSTALL HANGERS ACCORDING
TO THE CURRENT SIMPSON STRONG -TIE CATALOG
STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS
PLIES AND THE CONNECTION INFORMATION.
OUR DESIGN DEPARTMENT MUST APPROVE
ALTERATIONS AND/OR REPAIRS TO TRUSSES IN
ADVANCE.
8'-4" WALL HEIGHT
9'-4" WALL HEIGHT
11'-4" WALL HEIGHT
11'-8" WALL HEIGHT
14'-8" WALL HEIGHT
Truss Connector Total List
Manuf Product Qty
CONNECTION RESPONSIBILITY NOTE:
E.C.T. PROVIDES TRUSS TO TRUSS FACE MOUNT
HANGERS ONLY. ALL OTHER TRUSS TO TRUSS OR
TRUSS TO MASONRY CONNECTIONS ARE THE
RESPONSIBILITY OF THE E.O.R.
ix1
ALL BEARING POINTS MUST BE
INSTALLED PRIOR TO INSTALLING
ANY TRUSSES! FAILURE TO DO SO MAY RESULT
IN DAMAGED TRUSSES AND WILL VOID ALL WARANTIES.
COMPONENTS AS DEFINED BY WTCA 1 - 1995.
DIAPHRAMS HAVE NOT BEEN ANALYZED BY
EAST COAST TRUSS.
FOR ERECTION AND INSTALLATION OF TRUSSES
FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY
SHEETS AND SEALED ENGINEERED TRUSS DRAWINI
1) FOR THE ERECTION BRACING FOLLOW
NSTRUCTIONS ON THE BCSI-61 SUMMARY SHEETS
2) PERMANENT BRACING FOR THE STRUCTURE IS HE
RESPONSIBILITY OF OTHERS.
3) INSTALL WEB BRACING AS STATED ON SEALED
NGINEERING TRUSS DRAWINGS.
EIR11".
6r
ENGINEERED
TRUSS SYSTEMS ECT
EAST COAST TRUSS
5285 ST. LUCIE BLVD. FT. PIERCE, FL 349646
OFFICE: 1772) 466-2480 FAX: (772)466-5336
USTOMER:GHO Homes
)B NAME: Murphy Residence
DDRESS:Lot 35 Waldo Pepper Drive
ITY/COUNTY:Port St. Lucie/St. Lucie
# J35278
MODEL:Tacoma Mediterannean
SQ FT 3757
DATE 02/07/18 =
61GISS-31.003 (3) (e), EAST COAST TRUSS is
"Truss Ues,gn Engineer"
Tresses are designed in accordance with the
Florida Building Code
TIMBER
PRODUCTS
NOTE:
By approving this placement plan(s), signatured
anywhere on this sheet, the customer or his
representitive acknowledges that this placement plan
complies with the structural intent of the project.
The customer also acknowledges that this approval
authorizes EAST COAST TRUSS to manufacture these
trusses and deliver them to the project indicated on this
drawing.
The customer also acknowledges that he/she accepts
financial responsibility for any repair, engineering, and
labor required due to errors other than those of EAST
COAST TRUSS.
Signed: Date:
ODE = FBC 2017/TP12014 ASCE 7-10
ESIGN CRITERIA =MWFRS
CCUPANCY CATEGORY=11
KPOSURE = C
WF SPEED =160
JILDING TYPE =ENCLOSED
EAN HEIGHT: 18.00
FLOOR: DUR FACTOR= 1.0
PSF=TCLL-TC DL-BCLL-BC DL
40.0710.0,0.0,5.0
ROOF: DUR FACTOR= 1.25
PSF=TCLL-TCDL-BCLL-BCDL
20.0115.0,10.0*,10.0
'NON -CONCURRENT BC LL 10psf
CONCURRENT BC STORAGE LL 20 psf
MWF = MAIN WIND FORCE
C&C =COMPONENTS AND CLADDING
TOB = TOP OF BEARING
TC = 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
BE SET WITH A SPREADER BAR. THE
kDER BAR SHOULD BE AT LEAST 1/2
'3 IN LENGTH AS THE SPAN OF THE TRUSS
EING SET.
EFER TO BCI-B1 FOR COMPLETE
RECTION AND SAFETY PROCEDURES.
SUPPORT ANY PLANT SHELVES
1-
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TRUSS PLACEMENT PLAN
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