HomeMy WebLinkAboutTRUSS PLACEMENT PLANNIN
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
NSTRUCTIONS ON THE BCSI-B1 SUMMARY SHEETS
PLIES AND THE CONNECTION INFORMATION.
ALL HANGERS ARE SIMPSON STRONG -TIE UNLESS
INSTALLED PRIOR TO INSTALLING
EAST CAOST TRUSS.
2) PERMANENT BRACING FOR THE STRUCTURE IS HE
OUR DESIGN DEPARTMENT MUST APPROVE
OTHERWISE NOTED. INSTALL HANGERS ACCORDING
FOR ERECTION AND INSTALLATION OF TRUSSES
RESPONSIBILITY OF OTHERS.
ALTERATIONS AND/OR REPAIRS TO TRUSSES IN
TO THE CURRENT SIMPSON STRONG -TIE CATALOG
ANY TRUSSES! FAILURE TO DO SO MAY RESULT
FOLLOW INSTRUCTIO14S ON THE BCSI-B1 SUMMARY
3) INSTALL WEB BRACING AS STATED ON SEALED
ADVANCE.
N DAMAGED TRUSSES AND WILL VOID ALL WARANTIES.
I SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS
IENGINEERING TRUSS DRAWINGS.
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2' 4"
2' 9"
89' 4"
12'-0" WALL HEIGHT
13'-0" WALL HEIGHT
ENTRY ROOF FRAMED
BY BUILER
TRUSS PLACEMENT PLAN
ENTRY BEAM
TOP @ 13'-011
rd
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2' 011
TYPICAL END DETAIL
El ,1haFF.RF0 WARM,
TRUSS S(STUS PRODUCTS
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AST COAST TRUSS
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5285 S'T, LUCIE ULVD. F'P. PIERCE FL, 34946
OFFICE: FAX: ('772)466-�5336
CS_-
(772)466-2980
CUSTOMER:JMC Contracting
JOB NAME: Marcello Res.
ADDRESS:1848 Wildcat Cove Dr.
W
CITY/COUNTY:Ft. Pierce/St. Lucie
I_
JOB # 24641
JOB #
MODEL:[???]
GARAGE
SQ FT 0 ftz
DATE 02/21/13 LATEST=02/26/13
6IOISS91.003 (3) (c), EAST COAST TRUSS i1
"Tana Design Engineer"
Trasees are designed in accordance with the
Ftarida E"Jding Code
By approving this placement plan(s),
A
ignatured anywhere on this sheet, the customer
)r his representitive acknowledges that this
)lacement plan complies with the structural intent
)f the project.
i
The customer also acknowledges that this
r
)pproval authorizes EAST COAST TRUSS to
nanufacture these trusses and deliver them to
i
he project indicated on this drawing.
_
The customer also acknowledges that he/she
)ccepts financial responsibility for any repair,
Q
engineering, and labor required due to errors
z
)ther than those of EAST COAST TRUSS.
_
LL
Signed: Date:
0
"ODE = FBC 201 D/TP12007 ASCE 7-10
W
DESIGN CRITERIA = MWFRS
cc
DCCUPANCY CATEGORY=11
G
EXPOSURE = C
Q
VIWF SPEED =170
BUILDING TYPE =ENCLOSED
MEAN HEIGHT: 0.00 ft
GRAVITY LOADS
W
FLOOR: DUR FACTOR= 1.0
J
z
PSF=TCLL-TCDL-BCLL-BCDL
40.0,10.0,0.0,5.0
:D
ROOF: DUR FACTOR= 1.25
W
PSF=TCLL-TCDL-BCLL-BCDL
W
20.0115.0,10.0510.0
U)
LOADS PER FBC & FRC
*NON -CONCURRENT BC LL 10psf
CONCURRENT BC STORAGE LL 20 psf
I—
W
0
DEFINITIONS
MWF = MAIN WIND FORCE
O
C&C = COMPONENTS AND CLADDING
TOB = TOP OF BEARING
W
TC = TOP CHORD
BC = BOTTOM CHORD
f!)
LL = LIVE LOAD
DL = DEAD LOAD
psf = POUNDS PER SQUARE FOOT
�—
# = POUNDS
O
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.
'6 STRONG BACK BRACING, 10'-O" O.C., IS
RECOMMENDED ON FLOOR TRUSSESIL
SPANNING 20'-O" OR MORE
O
UTION: SPANS GREATER THAN 30'-0"
r ,
iST BE SET WITH A SPREADER BAR. THE
V
READER BAR SHOULD BE AT LEAST 1/2
IN LENGTH AS THE SPAN OF THE TRUSS
Q
ING SET.
\
FER TO BCI-131 FOR COMPLETE
O
ECTION AND SAFETY PROCEDURES.
0
ALL BEAMS BY BUILDER
10.
ANY PLANT SHELVES
02/26/13 MOVED OUT ENTRY & GARAGE T_
WALL 12". ADDED BEARING WALL 4-
BETWEEN GARAGE AND FOYER. O
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