HomeMy WebLinkAboutTRUSS PLAN"WARNING* -THIS IS A PLACEMENT PLAN FOR ENGINEERED
COMPONENTS AS DEFINED BY WTCA 1 - 1995.
ALL BEARING POINTS MUST BE IDIAPHRAMS HAVE NOT BEEN ANALYZED BY
INSTALLED PRIOR TO INSTALLING ANY EAST COAST TRUSS.
-FOR ERECTION AND INSTALLATION OF TRUSSES
TRUSSES! FAILURE TO DO SO MAY RESULT IN FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY
DAMAGED TRUSSES AND WILL VOID ALL WARRANTIES. SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS
1) FOR THE ERECTION BRACING FOLLOW
NSTRUCTIONS ON THE BCSI-B1 SUMMARY SHEETS
2) PERMANENT BRACING FOR THE STRUCTURE IS HE
RESPONSIBILITY OF OTHERS.
3) INSTALL WEB BRACING AS STATED ON SEALED
NGINEERING TRUSS DRAWINGS.
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.
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
8'-0" PLATE HT. 1Y
10'-8" PLATE HT.
HARDWARE:
=HUS26 HANGERS (QTY. 6)
-TH026-2 HANGERS (QTY. 1)
Indicates Left End Of Truss
Can Layout & Engineering S_, heets
4 3/16"
1'4" 758"
RECEIVED
JUN 06 2019
ST. Lucie County, Permitting
PAUL WELCH INC.
MECH-ELECT-ClVN ENG
198481 ST. 9114
PAUL WELLCM P E FLLA �G 29M
MAY 1 0 2019
12
6F--
ENGINEERED TIMBER
TRUSS SYSTEMS PRODUCTS
ECT
]EASE' COAST TRUSS
5285 ST. LUCIE BLVD. FT. PIERCE. FL 34946
OFFICE: (772) 466-2480 FAX: (772)466-5336
CUSTOMER:Hometech Contractors
JOB NAME: 1553 Model
ADDRESS:5110 Birch Dr.
CITY/COUNTY:Ft. Pierce/St. Lucie
JOB # J37732 File Copy
JOB #
MODEL:Custom
SQ FT 2221
DATE 04/25/19 (LATEST=/ /
61GISS-31.003 (3) (e), EAST COAST TRUSS is the
"Truss NO, Engineer"
Trusses are designed in aeecrd.uen with the
Florida Building Code
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
XPOSURE = B
WF SPEED =170
UILDING TYPE =ENCLOSED
EAN HEIGHT: 15.00
L
FLOOR: DUR FACTOR= 1.0
PSF=TCLL-TCDL-BCLL-BCDL
40.0110-010.075.0
OF: DUR FACTOR= 1.25
F=TCLL-TC D L-B C L L-BCD L
20.0,15.0,0.0110.0
LOADS PER FBC & FR(
"NON -CONCURRENT BC LL 10psf
CONCURRENT BC STORAGE LL 20 psf
DEFINITIONS
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
UPLIFT MUST BY-PASS FLOOR TRUSSES
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 201-0" OR MORE
T BE SET WITH A SPREADER BAR. THE
EADER BAR SHOULD BE AT LEAST 1/2
IN LENGTH AS THE SPAN OF THE TRUSS
ING SET.
R TO BCI-B1 FOR COMPLETE
TION AND SAFETY PROCEDURES.
SUPPORT ANY PLANT SHELVES
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TRUSS PLACEMENT PLAN
(1/4" if plotted 24x36) . Designed By: SB