HomeMy WebLinkAboutTruss Placement Plan 2-9-225101,
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15' 6"
17' 6"
1
` •• . �' `• -` ALL BEARIN POIN S
UST BE INSTALLED PRIOR TO
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
NSTALLING ANY TRUSSES!
DIAPHRAMS HAVE NOT BEEN ANALYZED BY
EAST COAST TRUSS.
NSTRUCTIONS ON THE BCSI-B1 SUMMARY SHEETS
2) PERMANENT BRACING
PLIES AND THE CONNECTION INFORMATION.
ALL HANGERS ARE SIMPSON STRONG -TIE UNLESS
FAILURE TO D
FOR ERECTION
FOR THE STRUCTURE IS HE
OUR DESIGN DEPARTMENT MUST APPROVE
Jt5AU
OTHERWISE NOTED. INSTALL HANGERS ACCORDING
O MAY RESULT IN DAMAGED TRUSSES AND WILL VOID
AND INSTALLATION OF TRUSSES
RESPONSIBILITY OF OTHERS,
ALTERATIONS AND/OR REPAIRS TO TRUSSES IN
TO THE CURRENT SIMPSON STRONG -TIE CATALOG
LL WARRANTIES.
FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY
3) INSTALL WEB BRACING AS STATED ON SEALED
ADVANCE.
,___ _ „"•,,, .n,,,ie i.-.
SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS
NGINEERING TRUSS DRAWINGS.
17' 10"
10'40" Clg
,33 '
0" ' 0' 0 0"
v, S1er dr"
12" C Ber �
1 -O" ding/
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14' 4"
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Design to
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Forces Are the
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EAST COAST TRUSS
$285 S 1.1 UCEE S VD, FI PSRCL. a 19(156
OkACF l101 i66-2480 tAX, UIM66-5336
JSTOMER:Telese Builders
)B NAME:Baker Residence
)DRESS:7432 Laurels PI
TY/COUNTY:PSL
I#
3EL:ft
2AGE
FT=O
(LA (EST:-/ r)
,DMINISTRATIVE CODE
61G15S-31.003 (3) (c), EAST COAST TRUSS is the
"Truss Design Engineer"
Trusses are designed in accordance with the
Florida Building Code
By approving this placement plan(s), signatured
rywhere on this sheet, the customer or his
presentitive acknowledges that this placement plan
implies with the structural intent of the project.
The customer also acknowledges that this approve
ithodzes EAST COAST TRUSS to manufacture
ese trusses and deliver them to the project indicate
i this drawing.
The customer also acknowledges that he/she
:cepts financial responsibility for any repair,
Igineering, and labor required due to errors other
an those of EAST COAST TRUSS.
DESIGN CRITERIA=MWFRS
i
OCCUPANCY CATEGORY=ll
i
EXPOSURE=B
1
MWF SPEED=160
1
BUILDING TYPE=ENCLOSED
MEAN HEIGHT=18.00
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1
1
I
GRAVITY LOADS
1
FLOOR DUR FACTOR: 1.0
PSF=TCLL-TCDL-BCLL-BCDL
40.0,10.0,0.0,5.0
ROOF DUR FACTOR: 1.25
i
PSF=TCLL-TCDL-BCLL-BCDL
30.0,15.0,0.0,10.0
1
1
LOADS PER FBC & FRC
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`NON -CONCURRENT BC ILL 10psf
CONCURRENT BC STORAGE LL 20 psf
1
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)EFINITIONS
1WF = MAIN WIND FORCE
Q
AC - COMPONENTS AND CLADDING
W
OB = TOP OF BEARING
C = TOP CHORD
ac
C =BOTTOM CHORD
G
L = LIVE LOAD
Q
,L = DEAD LOAD
sf = POUNDS PER SQUARE FOOT
U)
=POUNDS
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NLESS SHOWN ON ENGINEERED TRUSS
Z
RAINING.
ILL GIRDER/COLUMN LOADS MUST
Y-PASS FLOOR TRUSS UNLESS SHOWN ON
U)
NGINEERED TRUSS DRAWING.
W
ECOMMENDED ON FLOOR TRUSSES SPANNING
20'-0" OR MORE
/W
VJ
o
UST BE WITH A SPREADER BAR. THE
'READER BAR SHOULD BE AT LEAST 1/2 TO
W
3 IN LENGTH AS THE SPAN OF THE TRUSS
EING SET.
EFER TO SCI-B1 FOR COMPLETE
RECTION AND SAFETY PROCEDURES,
Q
Z
ALL BEAMS &Y,EJUILD illl,R O
SUPPORT ANY PLANT SHELVES