HomeMy WebLinkAboutTRUSS PAPERWORKWARNING*
F11,57 A PLACEMEN I PLAN FOR ENGINFFREU
-BRACING:
-SEE FINAL ENMNEERING SHEETS FOR THr
-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-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
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,
N DAMAGED TRUSSES AND WILL VOID ALL WARANTIES,
I SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS
FENGINEERING TRUSS DRAWINGS.
12' 8"
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B03
EXISTING
TRUSSES
12' 4"
7t 4"
20' 4"
401011
CEILING LEGEND
3/12 SLOPE CLG
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FLAT IT-0" CLG
FLAT 10'-0" CLG
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EXISTING:
VERIFY ALL CONDITIONS,
PITCH, HEEL & DIMENSIONS
IDITION NOTE:
IS THE BUILDERS RESPONSIBILITY TO
;RIFY ALL EXISTING CONDITIONS, ECT
►NNOT BE RESPONSIBLE FOR MATCHING
]STING ROOF CONDITIONS.
'ON SIGNING, BUILDER AGREES TO ALL
)NDITIONS AS SHOWN ON THIS LAYOUT
TRUSS CONNECTORS TO EXISTING ARE
BY OTHERS
HAND FRAME AROUND CEILING TRANSITIONS
MAY BE REQUIRED
r:*NI
FILE Copy
M•0
-puss S"_STE+S ?CDLC-S
EAST COAQ.T TRUSZ
5285 FT, LUCIE EI VD. FT, PTERCE FL, 34946
OFFICE: 1772)466-2480 FtLT: (772)466-5336
USTOMER:Telese Builders
)B NAME: MARSH LANDINGS FIRE JOB
DDRESS:7311 MARSH TERRACE
ITY/COUNTY:PSL
# J37365
)DEL:THE RESERVE @PGA
,RAGE
FT 531
TE 2/18/19 ILA iES I
61GiSS-31.003 (3) (c). FAST COAST TRUSS u the
"Treat Deane F.&nne"
Trmen arc deaiped in accordance with the
Florida Mldi.g Code
By approving this placement plan(s),
]natured anywhere on this sheet, the customer
his representitive acknowledges that this
]cement plan complies with the structural intent
the project.
The customer also acknowledges that this
)proval authorizes EAST COAST TRUSS to
anufacture these trusses and deliver them to
e project indicated on this drawing.
The customer also acknowledges that he/she
:cepts financial responsibility for any repair,
igineering, and labor required due to errors
her than those of EAST COAST TRUSS.
ned:
Date:
= FBC2017ITP12014 ASCE 7-10
GN CRITERIA =MWFRS
UPANCY CATEGORY= II
)SURE =B
SPEED =160
DING TYPE =ENCLOSED
V HEIGHTAF
FLOOR: DUR FACTOR=
PSF=TCLL-TCDL-BC LL-BC DL
DUR FACTOR=1.25
TCDL-BCLL-BCDL
"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-Ou OR MORE
BE SET WITH A SPREADER BAR. THE
kDER BAR SHOULD BE AT LEAST 1/2
IN LENGTH AS THE SPAN OF THE TRUSS
VG SET.
TO BCI-B1 FOR COMPLETE
ON AND SAFETY PROCEDURES.
SUPPORT ANY PLANT SHELVES
9 DZ - REVISED PER FIELD VERIFIED
SCANNED
BY
St. Lucie County
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TRUSS PLACEMENT PLAN