HomeMy WebLinkAboutTRUSS PLACEMENT PLANWARNING
HIS IS A PLACEMENT PLAN FOR ENGINEERED
-BRACING:
-SEE FINAL ENGINEERING SHEETS FOR THE
-BACK CHARGES WILL NOT BE ACCEPTED UNLESS OUR
LL BEARING POINTS MUST BE
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
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
STALLED PRIOR TO INSTALLING
IN
EAST CAOST TRUSS.
2) PERMANENT BRACING FOR THE STRUCTURE IS HE
OUR DESIGN DEPARTMENT MUST APPROVE
OTHERWISE NOTED. INSTALL HANGERS ACCORDING
NY TRUSSES!
FOR ERECTION AND INSTALLATION OF TRUSSES
RESPONSIBILITY OF OTHERS.
ALTERATIONS AND/OR REPAIRS TO TRUSSES IN
TO THE CURRENT SIMPSON STRONG -TIE CATALOG
FAILURE TO DO SO MAY RESULT
FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY
3) INSTALL WEB BRACING AS STATED ON SEALED
ADVANCE.
DAMAGED TRUSSES AND WILL VOID ALL WARANTIES.
I SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS JENGINEERING
TRUSS DRAWINGS.
9'-4" PLATE HT.
10'-8" PLATE HT.
0
HARDWARE:
=HUS26 HANGERS (QTY. 15)
=HTU210 HANGERS (QTY. 1)
Indicates Left End Of Truss
TRUSS PLACEMENT PLAN
%131NEEFt-n
EAST COAST TRUSS
5285 ST. LUCIE BLv'D. FT, PIERCE FL. 31046
OFFICE: (772)466-2480 FAY' (772)466-5336
STOMER:GHO Homes
B NAME: Spec.Residence
DRESS:Lot 7 Meadow Wood
Y/COUNTY:Ft. Pierce/St. Lucie
OB # J34562
OB #
DEL:Avalon Classic
SQ FT 3286
DATE 09/21/17 ILA I EbT=/
61G15S-31.003 (3) (c), EAST COAST TRUSS is the
"Truss Uesign Engineer"
Tresses are designed in .,.Nance xith the
Florid. R.0ding Cade
By approving this placement plan(s),
gnatured anywhere on this sheet, the customer
r his representitive acknowledges that this
lacement plan complies with the structural intent
f the project.
The customer also acknowledges that this
pproval authorizes EAST COAST TRUSS to
ianufacture these trusses and deliver them to
ie 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
Cher than those of EAST COAST TRUSS.
ODE = FBC 2014/TP12007 ASCE 7-10
ESIGN CRITERIA =MWFRS
CCUPANCY CATEGORY=11
KPOSURE = C
WF SPEED =160
JILDING TYPE =ENCLOSED
EAN HEIGHT: 16.00
FLOOR: DUR FACTOR= 1.0
PSF=TCLL-TCDL-BCLL-BCDL
40.0,20.0,0.0,5.0
ROOF: DUR FACTOR= 1.25
'SF=TCLL-TCDL-BCLL-BCDL
20.0115.0,10.0*,10.0
"NON -CONCURRENT BC LL 10psf
CONCURRENT BC STORAGE LL 20 psf
MWF = MAIN WIND FORCE
C&C = COMPONENTS AND CLADDING
TOB = TOP OF BEARING
TC = TOP CHORD
BC = BOTTOM CHORD
LL = LIVE LOAD
DL = DEAD LOAD
psf = POUNDS PER SQUARE FOOT
# =POUNDS
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 20'-0" OR MORE
UST BE SET WITH A SPREADER BAR. THE
'READER BAR SHOULD BE AT LEAST 1/2
IN LENGTH AS THE SPAN OF THE TRUSS
NG SET.
ER TO BCI-B1 FOR COMPLETE
CTION AND SAFETY PROCEDURES.
SUPPORT ANY PLANT SHELVES