HomeMy WebLinkAboutTruss DrawingAL►ST BE INSTALLED PRIOR TO
NSTALLING ANY TRUSSES! FAILURE TO
!J SO MAY RESULT IN DAMAGED TRUSSES AND WILL
'OID ALL WARRANTIES.
COMPONENTS AS DEFINED BY WTCA 1 - 1995.
DIAPHRAMS HAVE NOT BEEN ANALYZED BY
EAST COAST TRUSS.
:OR ERECTION AND INSTALLATION OF TRUSSES
FOLLOW INSTRUCTIONS ON THE BCSI-131 SUMMARY
SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS
1) FOR THE ERECTION BRACING FOLLOW
sISTRUCTIONS ON THE BCSI-B1 SUMMARY SHEETS
2) PERMANENT BRACING FOR THE STRUCTURE IS HE
.ESPONSIBILITY OF OTHERS.
3) INSTALL WEB BRACING AS STATED ON SEALED
NGINEERING TRUSS DRAWINGS.
STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS
PLIES AND THE CONNECTION INFORMATION.
OUR DESIGN DEPARTMENT MUST APPROVE
ALTERATIONS AND/OR REPAIRS TO TRUSSES IN
ADVANCE.
DESIGN DEPARTMENT APPROVES THEM IN ADVANCE
ALL HANGERS ARE SIMPSON STRONG -TIE OR USP
JNLESS OTHERWISE NOTED. INSTALL HANGERS
ICCORDING TO THE CURRENT SIMPSON STRONG -TIE
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ou
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m m m m m
HIGH HEELED TRUSSES ON BEAMS
TO BLEND ROOF PLANES. TYPICAL
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■
TYPICAL END DETAIL
NOTE:
12" OVERHANGS @ ENTRY AND
(2) BUMP OUT ROOFS AREAS.
i
Indicates Left End Of Truss
On Layaut & Engineering 5heets
Truss Connector Total
List
Manuf
Product
Qty
USP
HUS26
30
USP
THD26-2
1
USP
THD28-2
1
I
ENGINEERED TIMBER
TRUSS SYSTEMS PRODUCTS
5ET
EAST COAST TRUSS
5285 5'T. LUCIE BLVD, FT. PIERCE, 'FL 34946
OFFICE: 02) 466-2480 FAX: U72466-5336
:USTOMER:Hopeton Smith
OB NAME: Smith Residence
,DDRESS:4800 Indrio Road
:ITY/COUNTY:Ft. Pierce / St. Lucie
# J40709
MODEL:Custom
SQFT16
DATE 11/12/20 LATEST=/ /
61C155 31.003 (3) (c), EAST COAST TRUSS Is the
••Truce Uesign E,hwn r'•
'Fe.". are designed in accordance with the
Florida Building Code
NOTE:
By approving this placement plan(s), signatured
anywhere on this sheet, the customer or his
representitive acknowledges that this placement plan
complies with the structural intent of the project.
The customer also acknowledges that this approval
authorizes EAST COAST TRUSS to manufacture these
trusses and deliver them to the project indicated on this
drawing.
The customer also acknowledges that he/she accepts
financial responsibility for any repair, engineering, and
labor required due to errors other than those of EAST
COAST TRUSS.
Signed: Date:
CODE = FBC 2017/TP12014 ASCE 7-10
DESIGN CRITERIA =MWFRS
OCCUPANCY CATEGORY=11
EXPOSURE = C
MWF SPEED =170
BUILDING TYPE =ENCLOSED
MEAN HEIGHT: 24.00
FLOOR: DUR FACTOR=1,0
PSF=TCLL-TCDL-BCLL-BCDL
40.0,10.0,0.0,5.0
ROOF: DUR FACTOR= 1.33
PSF=TCLL-TCDL-BCLL-BCDL
30.0915.0,10.0,101.0
"NON -CONCURRENT BC LL 10psf
CONCURRENT BC STORAGE LL 30 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'r 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
ING SET.
EFER TO BCI-B1 FOR COMPLETE
RECTION AND SAFETY PROCEDURES.
11-
2-
3-
4-
5-
6-
ALL BEAMS BY BUILDER
SUPPORT ANY PLANT SHELVES
101
it
W
1
1
1
1
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1
1
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1. f
F—
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w
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0
L.L
0.
C�
1/4" if Dlotted 24x36) . Designed Bv: SJ