HomeMy WebLinkAboutTRUSS PLACEMENT PLANWARNING*
THIS IS A PLACEMENT PLAN FOR ENGINEERED
COMPONENTS AS DEFINED BY WTCA 1 - 1995.
-BRACING:
1) FOR THE ERECTION BRACING FOLLOW
-SEE FINAL ENGINEERING SHEE 16 FOR I HE
STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS
-BACK CHARGES WILL NOT BE ACCEPTED UNLESS OUR
DESIGN DEPARTMENT APPROVES THEM IN ADVANCE
LL 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
NSTALLED 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
NY TRUSSES! FAILURE TO DO SO MAY RESULT
FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY
3) INSTALL WEB BRACING AS STATED ON SEALED
ADVANCE.
N DAMAGED TRUSSES AND WILL VOID ALL WARANTIES.
SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS
UNGINEERING TRUSS DRAWINGS.
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79' 2"
10' 0"
27' 8"
14' 6"
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79' 2"
HARDWARE:
=HUS26 HANGERS (QTY. 2)
Indicates Left End Of Truss
ineeri
ri
SCANNED
BY
Sf. L"cle COtAnt
6r
* C'ew15-0 1
ECT
EAST COAST TRUSS
5285 ST, LUCIE BLVD. FT. PIERCE FL. 34946
OFFICE: (772)466-2480 FAX(772)466-5336
STOMER:GHO Homes
B NAME: Spec. Residence
DRESS:Lot 56 Meadowood
-Y/COUNTY:Ft. Pierce/St. Lucie
JOB # J35840
JOB #
is
MODEL:Grenadine
GARAGE P-1
SQ FT 2781 LL
DATE 04/27/18 rm=
filO1S9-31 003 (3) (¢), EAST COA6T TRU93 is the
'Truss Deng. E
Trusses are duagoetl sn ,.rd . with the
Florida Buddinmgg C.&. Codc
By approving this placement plan(s),
A
gnatured 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
pproval authorizes EAST COAST TRUSS to
I
ianufacture these trusses and deliver them to
I
i
ie project indicated on this drawing.
_
The customer also acknowledges that he/she
J
ccepts financial responsibility for any repair,
ngineering, and labor required due to errors
Z
ther than those of EAST COAST TRUSS.
I
ILL
igned: Date:
=
0
ODE = FBC 2017/TP12014 ASCE 7-10
W
ESIGN CRITERIA =MWFRS
CCUPANCY CATEGORY= II
cc
G
KPOSURE = C
Q
WF SPEED =160
JILDING TYPE =ENCLOSED
EAN HEIGHT: 15
T
GRAVITY LOADS W
W
FLOOR: DUR FACTOR= 1.0 J
PSF=TCLL-TCDL-BCLL-BCDL Z
40.0,10.0,0.0,5.0 _711
ROOF: DUR FACTOR= 1.25 W
'SF=TCLL-TCDL-BCLL-BCDL L I
20.0,15.0,10.0*,10.0 U)
LOADS PER FBC & FRC V)
*NON -CONCURRENT BC LL 10psf
CONCURRENT BC STORAGE LL 20 psf
UJ
Cn
DEFINITIONS
MWF = MAIN WIND FORCE
0
C&C = COMPONENTS AND CLADDING
TOB = TOP OF BEARING
W
TC = TOP CHORD
BC = BOTTOM CHORD
U)
LL = LIVE LOAD
DL = DEAD LOAD
psf = POUNDS PER SQUARE FOOT
# = POUNDS
0
UPLIF I MUST BY-PASS FLOOR TRUSSES
Z
UNLESS SHOWN ON ENGINEERED TRUSS
DRAWING. 0
ALL GIRDER/COLUMN LOADS MUST 0
BY-PASS FLOOR TRUSS UNLESS SHOWN
ON ENGINEERED TRUSS DRAWING.
RECOMMENDED ON FLOOR TRUSSES
SPANNING 20'-O" OR MORE 0.
r0
UST BE WITH A SPREADER BAR. THE U
jREADER BAR SHOULD BE AT LEAST 1/2 J
3 IN LENGTH AS THE SPAN OF THE TRUSS Q
=1NG SET.
TO BCI-B1 FOR COMPLETE
ON AND SAFETY PROCEDURES.
SUPPORT ANY PLANT SHELVES
0
TRUSS PLACEMENT PLAN
on
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