HomeMy WebLinkAboutTRUST PLACEMENT PLANbo
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*WARNING*
-THIS IS A PLACEMENT PLAN FOR ENGINEERED
-BRACING:
SEE FINAL ENGINEERING SHEETS FOR THE
BACK CHARGES WILL NOT BE ACCEPTED UNLESS OUR
COMPONENTS AS DEFINED BY WTCA 1 - 1995.
1) FOR THE ERECTION BRACING FOLLOW
STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS
DESIGN DEPARTMENT APPROVES THEM IN ADVANCE
ALL BEARING POINTS MUST BE
DIAPHRAMS HAVE NOT BEEN ANALYZED BY
INSTRUCTIONS ON THE BC8I-B1 SUMMARY SHEETS
PLIES AND THE CONNECTION INFORMATION.
ALL HANGERS ARE SIMPSON STRONG -TIE OR USP
INSTALLED PRIOR TO INSTALLING
EAST COAST TRUSS.
2) PERMANENT BRACING FOR THE STRUCTURE IS HE
OUR DESIGN DEPARTMENT MUST APPROVE
UNLESS OTHERWISE NOTED. INSTALL HANGERS
-FOR ERECTION AND INSTALLATION OF TRUSSES
RESPONSIBILITY OF OTHERS.
ALTERATIONS AND/OR REPAIRS TO TRUSSES IN
ACCORDING TO THE CURRENT SIMPSON STRONG -TIE
ANY TRUSSES! FAILURE TO DO SO MAY RESULT
FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY
3) INSTALL WEB BRACING AS STATED ON SEALED
ADVANCE.
OR USP CATALOG
IN DAMAGED TRUSSES AND WILL VOID ALL WARANTIES. SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS ENGINEERING TRUSS DRAWINGS
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MAI' PLATE HT.
Indicates Left End Of Truss
On Layout & Engineering Sheets
6 3416"
5 I—
ENGINEERED TIMBER
TRUSS SYSTEMS PRODUCTS
ECTr+—
O
r
]EAST COAST TRUSS
(D
5285 ST. LUCIE BLVD, FF. PIERCE, FL 349646
0)
OFFICE: (772) 466-2480 FAX: i7721466-5336
co�
L. _
06 -
USTOMER:Harry Blue Bldrs. Inc. -- -
)B NAME: Leonhard Res.
DDRESS:Lot 69 & 70 Duece Park
ITY/COUNTY:Ft. Pierce/St. Lucie
DB # J34908 RECEIVED
JB #
JAN 2 6 2018
ODEL:Custom
ST. Lude County, Permitting
D FT 3423
ATE 11/14/17 (LATEST=/ /
IN ACCORDANCE WITH THE FLORIDA ADMINISTRATIVE CODE
61C15S-31.003 (3) (x), EAST COAST TRUSS Is the
"Truss Design Engineer"
Trusses ere deviated In extortioner 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
i
complies with the structural intent of the project.
The customer also acknowledges that this approval
1
authorizes EAST COAST TRUSS to manufacture these
trusses and deliver them to the project indicated on this
I
drawing.
The customer also acknowledges that he/she accepts
J
financial responsibility for any repair, engineering, and
labor required due to errors other than those of EAST
Q
COAST TRUSS.
z
Signed: Date:
LL
CODE = FBC 2014/TP12007 ASCE 7-10
W
DESIGN CRITERIA =MWFRS
OCCUPANCY CATEGORY= II
C
G
EXPOSURE = C
Q <
MWF SPEED =170
BUILDING TYPE =ENCLOSED
MEAN HEIGHT: 19.67
GRAVITY
LOADS
U)
W
FLOOR: DUR FACTOR= 1.0
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PSF=TCLL-TCDL-BCLL-BCDL
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40.0,10.0,0.0,5.0
ROOF: DUR FACTOR= 1.25
U)
PSF=TCLL-TCDL-13CLL-BCDL
W
20.0110.010.0110.0
U)
(J)
LOADS PER FBC & FRC
"NON -CONCURRENT BC LL 10psf
N
CONCURRENT BC STORAGE LL 20 psf
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laseass
DEFINITIONS
MWF = MAIN WIND FORCE
O
C&C = COMPONENTS AND CLADDING
TOB = TOP OF BEARING
TIC = TOP CHORD
W
BC = BOTTOM CHORD
iln
LL = LIVE LOAD
DL = DEAD LOAD
psf = POUNDS PER SQUARE FOOT
I—
# =POUNDS
UPLIFT MUST BY-PASS FLOOR TRUSSES
z
UNLESS SHOWN ON ENGINEERED TRUSS
DRAWING.
O
ALL GIRDER/COLUMN LOADS MUST
BY-PASS FLOOR TRUSS UNLESS SHOWN
ON ENGINEERED TRUSS DRAWING.
2X6 STRONG BACK BRACING, 10r-O" O.C., IS >-
RECOMMENDED ON FLOOR TRUSSES r1
SPANNING 20'-Or' OR MORE LOB
;AUTION: SPANS GREATER THAN 30'-0"
RUST BE SET WITH A SPREADER BAR. THE U
SPREADER BAR SHOULD BE AT LEAST 1/2
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1/3 IN LENGTH AS THE SPAN OF THE TRUSS Q
3EING SET,
ZEFER TO BCI-B1 FOR COMPLETE O
ERECTION AND SAFETY PROCEDURES. 0
ALL BEAMS BY BUILDER
NOTE: TRUSSES DO NOT 0.
SUPPORT ANY PLANT SHELVES
REVI
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M
TRUSS PLACEMENT PLAN
(1/4" if plotted 24x36) . Designed By: SB