HomeMy WebLinkAboutTRUSS PLACEMENT PLANWARNING*
-THIS IS A PLACEMENJ PLAN FOR ENGINEERED
-BRACING:
-SEE FINAL ENGINEERING 6HEE 16 FOR I HE
BACK CHARGES WILL NOT BE ACCEPTED UNLESS OUR
LL BEARING POINTS MUST BE
COMPONENTS AS DEFINED BY WTCA 1 - 1995.
1) FOR THE ERECTION BRACIN(D FOLLOW
STRUCTURAL DAFA, NUMBER OF GIRDER AND TRUSS
DESIGN DEPARTMENT APPROVES THEM IN ADVANCE
DIAPHRAMS HAVE NOT BEEN ANALYZED BY
NSTRUCTIONS ON THE BCSI-61 SUMMARY SHEETS
PLIES AND THE CONNECTION INFORMATION.
ALL HANGERS ARE SIMPSON STRONG -TIE UNLESS
NSTALLED PRIOR TO INSTALLING
FAST CAOST TRUSS.
2) PERMANENT BRACING FOR THE STRUCTURE IS HE
OUR DESIGN DEPARTMENT MUST APPROVE
OTHERWISE NOTED. INSTALL HANGERS ACCORDING
NY TRUSSES! FAILURE TO DO SO MAY RESULT
FOR ERECTION AND INSTALLATION OF TRUSSES
FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY
RESPONSIBILITY OF OTHERS.
3) INSTALL WEB BRACING AS STATED ON SEALED
ALTERATIONS AND/OR REPAIRS TO TRUSSES IN
TO TF1E CURRENT SIMPSON STRONG -TIE CATALOG
N DAMAGED TRUSSES AND WILL VOID ALL WARANTIES.
SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS
NGINEERING TRUSS DRAWINGS.
ADVANCE.
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23' 4"
- - 60' 0"
i
TRUSS PLACEMENT PLAN
9'-4" PLATE HT.
10'-8" PLATE HT.
12'-0" PLATE HT.
14' -0" PLATE HT.
HARDWARE:
=HU526 HANGER5 (QTY. 16)
=U24 HANGER5 (QTY. 7)
•
4-3/16"1_
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Typical End Detail
w/ Level Return
SS S E v,> r CDUC s 'r-
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=62M
ECT I V_
AUGEAST COAST TRUSS
^ 5286 ST. LUCIE BLVD. FT. PIEWE FL. 34946STOFFICE: (772)466-'480 FAX: (772)466-U36
CUSTOMER:GHO Homes
JOB NAME: Lot 278 Meadowood
CITY COUNTY? t. Pierce/St. Lucie
# J36189
MODEL:Avalon Classic
GARAGE
SQ FT 3504
DATE 06/12/18 _
61(;155 31 003 (3) R), EAST COAST TRUSS is the
Truss Design Engineer"
Trusses arc designed in accordance with the
Florida Bedlam, 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
I
f the project.
I
The customer also acknowledges that this
I
pproval authorizes EAST COAST TRUSS to
i
anufacture these trusses and deliver them to
he project indicated on this drawing.
The customer also acknowledges that he/she
ccepts financial responsibility for any repair,
ngineering, and labor required due to errors
Z
ther than those of EAST COAST TRUSS.
Signed: Date:
LL
0
CODE = FBC 2017/TP12014 ASCE 7-10
UJ
DESIGN CRITERIA =MWFRS
OCCUPANCY CATEGORY= II
0-
FILE COPY
EXPOSURE = C
MWF SPEED =160
Q
BUILDING TYPE =ENCLOSED
MEAN HEIGHT: 16.00
GRAVITY LOADS
(III
UJ
J
FLOOR: DUR FACTOR= 1.0
PSF=TCLL-TCDL-BCLL-BCDL
Z
40.0720.0)0.0,5.0
:D
ROOF: DUR FACTOR= 1.25
(n
PSF=TCLL-TCDL-BCLL-BCDL
W
20.0,15.0,0.0,10.0
(n
LOADS PER FBC & FRC
*NON -CONCURRENT BC LL 10psf
CONCURRENT BC STORAGE LL 20 psf
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DEFINITIONS
MWF = MAIN WIND FORCE
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C&C = COMPONENTS AND CLADDING
I—
TOB = TOP OF BEARING
TC = TOP CHORD
W
BC = BOTTOM CHORD
U)
LL = LIVE LOAD
DL = DEAD LOAD
psf = POUNDS PER SQUARE FOOT
�-
# = POUNDS
O
UPLIFT MUST BY-PASS FLOOR TRUSSES
UNLESS SHOWN ON ENGINEERED TRUSS
Z
DRAWING.
O
ALL GIRDER/COLUMN LOADS MUST
0
BY-PASS FLOOR TRUSS UNLESS SHOWN
ON ENGINEERED TRUSS DRAWING.
RECOMMENDED ON FLOOR TRUSSES r1
SPANNING 20'-0" OR MORE LL
�;AUTION: SPANS GREATER T7=0"
O
UST BE WITH A SPREADER BAR. THE U
OPREADER BAR SHOULD BE AT LEAST 1/2 J
/3 IN LENGTH AS THE SPAN OF THE TRUSS Q
EING SET. /
REFER TO BCI-B1 FOR COMPLETE O
ERECTION AND SAFETY PROCEDURES. _
SCANNED ALL BEAMS BY BUILDERBY
�t. Lude Coin` TRUSSES DO NOT
/1
SUPPORT ANY PLANT SHELVES I..L
RE ISIONS
4-
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