HomeMy WebLinkAboutTRUSS PLACEMENT PLANALL BEARING POINTS
THIS IS A PLACEMENT PLAN FOR ENGINEERED
BRACING:
SEE FINAL ENGNEERING SHEETS FOR THE
BAaK CHARGES WILL NOT BE ACCEPTED UNLESS OUR
DESIGN DEPARTMENT APPROVES THEM IN ADVANCE
" , F H "` `"
COMPONENTS AS DEFINED BY WTCA 1 - 1995.
1) FOR THE ERECTION BRACING FOLLOW
STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS
ALL HANGERS ARE SIMPSON STRONG -TIE OR USP
UST BE INSTALLED PRIOR TO
DIAPHRAMS HAVE NOT BEEN ANALYZED BY
NSTRUCTIONS ON THE BCSI-Bi SUMMARY SHEETS
PLIES AND THE CONNECTION INFORMATION.
UNLESS OTHERWISE NOTED. INSTALL HANGERS
INSTALLING ANY TRUSSES! FAILURE TO
EAST COAST TRUSS.
FOR ERECTION AND INSTALLATION OF TRUSSES
2) PERMANENT BRACING FOR THE STRUCTURE IS HE
RESPONSIBILITY OF OTHERS.
OUR DESIGN DEPARTMENT MUST APPROVE
ALTERATIONS AND/OR REPAIRS TO TRUSSES IN
ACCORDING TO THE CURRENT SIMPSON STRONG -TIE
O SO MAY RESULT IN DAMAGED TRUSSES AND WILL
FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY
3) INSTALL WEB BRACING AS STATED ON SEALED
ADVANCE.
OR USP CATALOG
VOID ALL WARRANTIES.
L SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS
JENGINEERING TRUSS DRAWINGS.
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10'-0" Top of Brg J
1 V-4" Top of Brg
J,
134" Top of Brg
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2.5/12 Ceiling Pitch
11'4" Ceiling Height
Hand Frame Down to 12'-0"
by Others
13'-4" Ceiling Height
12" Coffer _
1'-10-1 /2"
N.
8" CM
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Wall Bott of Trs '
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Typical End Detail
Pop Out in Garage
1'-1-13/16"
I
Design to Resist
Horizontal Forces
Are the
Responsibility of
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JEERED TIMBER
SYSTEMS - PRODUCTS
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1
EAST COAST TRUSS
5285 -;T. LUCIF BLVT). FT, P]FRCE, FL 34946
OFFICE: (772) 466-2480 FAX: (772)466-5336
USTOMER:Telese Builders
)B NAME: Reed Res
DDRESS:Mrytle Wood
ITY/COUNTY:PSL
JOB # J43060
JOB #
MODEL:Model
SQ FT 9619
DATE 11/09/21 LATEST=/ %
:15S-31.003 (3) (c), EAS]COAST TRUSS is the
"True, Dealgn Engineer"
Trusses 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:
CODE = FBC 2020/TP12014 ASCE 7-16
DESIGN CRITERIA =MWFRS
OCCUPANCY CATEGORY= II
EXPOSURE = B
MWF SPEED =160
BUILDING TYPE =ENCLOSED
MEAN HEIGHT: 15
FLOOR: DUR FACTOR= 1.0
PSF=TCLL-TCDL-BCLL-BCDL
40.0,10.0,0.075.0
ROOF: DUR FACTOR= 1.25
PSF=TCLL-TCDL-BCLL-BCDL
20.0,15.0,0.0,10.0
LOADS PER FBC & FR(
*NON -CONCURRENT BC LL 10psf
CONCURRENT BC STORAGE LL 20 psf
MWF = MAIN WIND FORCE
C&C = COMPONENTS AND CLADDING
TOB = TOP OF BEARING
TIC = 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'-O" OR MORE
SET WITH A SPREADER BAR. THE
R BAR SHOULD BE AT LEAST 1/2
Ne
IN LENGTH AS THE SPAN OF THE TRUSS
NG SET.
TO BCI-B1 FOR COMPLETE
ON AND SAFETY PROCEDURES.
ALL
SUPPORT ANY PLANT SHELVES
1)2/16/21: Added LVL; A13-A16:3pt Brg Trs;
Modified TRS over Lanai & Nook
2)4/7/21: Revised roof pitch to 5/12
4-
6-
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