HomeMy WebLinkAboutTruss Placement Planr11 It
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'YARNING* ALL BEARING PINTS
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
DIAPHRAMS HAVE NOT BEEN ANALYZED BY
NSTRUCTIONS ON THE SCSI-B1 SUMMARY SHEETS
PLIES AND THE CONNECTION INFORMATION.
ALL HANGERS ARE SIMPSON STRONG -TIE UNLESS
STALLING ANY TRUSSES! FAILURE TO D
ICLL
EAST COAST TRUSS.
2) PERMANENT BRACING FOR THE STRUCTURE IS HE
OUR DESIGN DEPARTMENT MUST APPROVE
OTHERWISE NOTED. INSTALL HANGERS ACCORDING
MAY RESULT iN DAMAGED TRUSSES AND WILL VOID
FOR ERECTION AND INSTALLATION OF TRUSSES
ESPONSIBILITY OF OTHERS.
ALTERATIONS AND/OR REPAIRS TO TRUSSES IN
TO THE CURRENT SIMPSON STRONG -TIE CATALOG
WARRANTIES.
FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY
3) INSTALL WEB BRACING AS STATED ON SEALED
ADVANCE.
SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS
NGINEERING TRUSS DRAWINGS.
X 5" t
/Fo ver ---
12" CO er-'+
2' !1 CpiIing
PLAN
10110' Cig =
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CJ5
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5' 0"
o cn
tZ 0"
0"
G01
MG02 HUS26
UMV4
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SUH24
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5�
UH24
T 0"
UH24
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LD
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2-0"
a
N N
N
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10,-0,
Clg
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�Y
sign to
,eslst
rizontal
�s Are the
onsibility
F FOR.
I 2'-0" 2'-0"
10'-0" Top of Brg
11'4" Top of Brg
13'-4" Top of Brg
Raked Bm m;
By Others
1 V-4" Ceiling
13'-4" Ceiling
12" Coffer
tia
3/12
Ceiling Ptich
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Hand Frame
by Others
v v
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(D w
6„ I -C .2
rnj
3/4"_Stub I 2
@ Heel
Typical End Deta
High Feel Ccnd
ENGINEERED TIMBER
TRUSS SYSTEMS PRODUCTS
4-
0
EAST COAST TRUSS
a)
5285 ST, LUCTE BLVD. FT. FIERCE, PL 343646
rR
OFFICE; (772) 466-2480 FAX: (772)466-3336
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USTOMER:Telese Builders
JOB NAME:Baker Residence
DDRESS:7432 Laurels PI
ITY/COUNTY:PSL
S�-
M
JOB 44
JOB #
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ODEL:Model
ARAGE:
O FT=O
ATE01/06/22 (LATEST=/ /)
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DMINISTRATIVE CODE
61 G15S-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
nywhere on this sheet, the customer or his
epresentitive acknowledges that this placement plan
ompiies with the structural intent of the project.
The customer also acknowledges that this approval
uthorizes EAST COAST TRUSS to manufacture
hese trusses and deliver them to the project indicated
n this drawing.
The customer also acknowledges that he/she
ccepts financial responsibility for any repair,
€
ngineering, and labor required due to errors other
han those of EAST COAST TRUSS.
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igned: Date:
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CODE=FB7, 2020/712014 77717 -
DESIGN CRITERIA=MWFRS
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OCCUPANCY CATEGORY=11
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EXPOSURE=B
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MWF SPEED=160
BUILDING TYPE=ENCLOSED
MEAN HEIGHT=18.00
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GRAVITY LOADS
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FLOOR DUR FACTOR. 1 .O
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PSF=TCLL-TCDL-BCLL-BCDL
40.0,10.0,0.0,5.0
ROOF DUR FA( -TOR: 1.25
PSF=TCLL.-TCDL_-BCI..[_-BCDL
30.0,15.0, 0.0,10.0
LOACS PER i"B c FRC
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"NON -CONCURRENT BC LL 10psi
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CONCURRENT BC STORAGE ILL 20 psf
z
IL
1 s
C C CIR11'1%J 1140r11Y111V1V
WF = MAIN WIND FORCE
&C = COMPONENTS AND CLADDING
LU
FOB = TOP OF BEARING
C = TOP CHORD
C = BOTTOM CHORD
C
G
L = LIVE LOAD
L = DEAD LOAD
sf = POUNDS PER SQUARE FOOT
=POUNDS
0
0
JPLTFT MTJST-BY-PASS FLOOR TRUSSES
NLESS SHOWN ON ENGINEERED TRUSS
DRAWING.
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LL GIRDER/COLUMN LOADS MUST
Y-PASS FLOOR TRUSS UNLESS SHOWN ON
ENGINEERED TRUSS DRAWING.
LIJ
U)
v
RECOMMENDED ON FLOOR TRUSSES SPANNING
20'-O" OR MORE
LLI
U)
UST BE WITH A SPREADER BAR, THE
PREADER BAR SHOULD BE AT LEAST 1/2 TO
Li
/3 IN LENGTH AS THE SPAN OF THE TRUSS
GO
SING SET.
REFER TO BCI-B1 FOR COMPLETE
ERECTION AND SAFETY PROCEDURES.
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ALL BEAMS BY BUILDER
NOTE: TRUSS7=13 NU I
SUPPORT ANY PLANT SHELVES
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REVISIONS
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