HomeMy WebLinkAboutTruss Plans"'BUILDER"S WARNING;
WARNING*
D
COMPONENTS ASDEFINEDBY ° WfCA 1-E1996.
IN
1) FOR THE ERECTION BRACING FOLLOW INSTRUCTIONS
SEE FINAL �AEET� AND
STRUCTURAL DATA, NUMBER OF GIRDERR
4BACK CHARGES WILL NOT BE ACCEPTED UNLESS OUR
DESIGN DEPARTMENT APPROVES THEM IN ADVANCE
ALL BEARING POINTS MUST BE INSTALLED
EAST"Do "s HAVE BEEN ANALYZED BY
THE BCSI-81 SUMMARY SHEETS
2) PERMANENT BRACING OR THE STRUCTURE IS HE
TRUSS
PLIES AND THE CONNECTION INFORMATION.
E SIMPSON STR0NIrTlE UNLESS
-AUL HANGERSOTED. INSTALL HANGERS ACCORDING
OTHERWISE NN
PRIOR TO INSTALLING ANY TRUSSES!
F ATION OF TUSSES
RESPONSIBILITY OF OTHERS.
!INSTALL WEB BRACING AS STATED ON SEALED
OUR DESIGN DEPARTMENT MUST APPROVE
ALTERATIONS AND/OR REPAIRS TO TRUSSES IN
TO THE CURRENT SIMPSON STRONG -TIE CATALOG
FAILURE.
0 DO SO MAY RESULT IN DAMAGED TRUSSES AND WALL VOID ALL WARANTIES.
FOLLOW INSTRUCTIONS ON`TTHE BCSI BR SUMMARY
SHEETS AND SEALED ENGINEERED TRUSS. DRAWINGS
3)
ENGINEERING TRUSS DRAWINGS.
ADVANCE.
RECEWME
FEB 17 201E
PERMITTING
St. Lucie County, FL
End Of Truss
igineering Sheets
The Architect's or Architect's representative's
shop drawing approval Is NOT a
"double check" of the contractor.
The contractor shall remain responsible
for checking field measurements and
other construction criteria. Architect's
approval covers general roof shape,
review of truss strapping, and loading on
structure from gravity and uplift loads and
their re ctive locations.
Approv
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Braden & Braden A.I.A. P.A.
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TYP. END DETAIL
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EAST COAST TRUSS
5285 ST, LUCIE BLVD. FF, PIERCE, FL. 349646
OFFICE f772t 466-2480 FAX: f772466-5336
NAME:Alexander Residence
RESS:19 Nettles Boulevard
ICNTYJensen Beach/St Lucie
# 30100
)B #
ODEL [???]
ARAGE
:)FT151
NTE 01/27/16
EAST COAST TRUSS 6
.1, Eigineer"
si In ac.rd.. with the
Building Code
l approving this placement Puri slonatured anywhere on this sheet, the
sitomer or his representillve acknowledges that this placement plan complie
th the structural intent of the proiact.
The customer also acknowledges that this approval authorizes EAST
CAST TRUSS to manufacture these trusses and deliver them to theproject
dicated on this drawing.
The customer also acknowledges that halshe accepts financial
sponsioility for any repair, engineering, and labor required due to errors
her then those of EAST COAST TRUSS.
'igned:
ODE =FBC 2014/TP12007 ASCE 7-1
ESIGN CRITERIA =MWFRS
CCUPANCY CATEGORY = II
XPOSURE = D
WF SPEED =170
UILDING TYPE =ENCLOSED
IEAN HEIGHT =15.00
GRAVITY LOADS
FLOOR: DUR FACTOR= 1.0
SF=TCLL - TCDL- BCLL-BCDL
40.0,10.010.015.0
ROOF: DUR FACTOR= 1.25
PSF=TCLL --TCDL - BOLL_ -$CAL __
20.0115.020.0110.0
LOADS PER FBC & FRC
'NON -CONCURRENT BC LL 10psf -
ALL GIRDERICOLUMN LOADS. MUST
BY-PASS FLCOR TRUSS UNLESS SHOWN
ON ENGINEERED TRUSS DRAWING.
9 BACK BRACING, 10'-0' O.C., IS RECOMMEI
-OOR TRUSSES SPANNING 20'-0' OR MORE
31N LENGTH AS THE SPAN OF THE TRU'
BEING SET.
REFER TO BCI-B1 FOR COMPLETE
ERECTION AND SAFETY PROCEDURES.
TRUSS PLACEMENT PLAN