HomeMy WebLinkAboutJ40998_Layout ElecALL BEARING POINTS
THIS IS A PLACEMENT PLAN FOR ENGINEERED
BRACING:
SEE FINAL ENGINEERING SHEETS FOR THE
BACK CHARGES WILL NOT BE ACCEPTED UNLESS OUR
MUST 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
INSTRUCTIONS ON THE BCSI-B1 SUMMARY SHEETS
PLIES AND THE CONNECTION INFORMATION.
ALL HANGERS ARE SIMPSON STRONG -TIE OR USP
INSTALLING ANY TRUSSES! FAILURE TO
EAST COAST TRUSS.
2) PERMANENT BRACING FOR THE STRUCTURE IS HE
OUR DESIGN DEPARTMENT MUST APPROVE
UNLESS OTHERWISE NOTED. INSTALL HANGERS
O SO MAY RESULT IN DAMAGED TRUSSES AND WILL
FOR ERECTION AND INSTALLATION OF TRUSSES
ESPONSIBILITY OF OTHERS.
ALTERATIONS AND/OR REPAIRS TO TRUSSES IN
CCORDING TO THE CURRENT SIMPSON STRONG -TIE
OID ALL WARRANTIES.
FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY
3) INSTALL WEB BRACING AS STATED ON SEALED
ADVANCE.
OR USP CATALOG
SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS
NGINEERING TRUSS DRAWINGS.
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N N N N NN N N N N
10'-0" Top of B rg
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12" Coffer
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Design to Resist
Horizontal Forces
Are the
Responsibility of
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1'-1-13/16"
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2'-011 1, 2'-0" I
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Typical Corner
Manuel
MartinE
Digitally signed by
Manuel Martinez
Date: 2021.04.29
19 114'bAZ
04'00'
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SERIAL#
40 5 OF IB,6E 1E 10 89 9A 91 IF BD 89 55 F
This drawing has been electronically signed and sealed by
Manuel Martinez, P.E. (FL. Lic. #47182) on the date shown
above using a SHA-1 authentication code.
Printed copies of this document are not considered signed
and sealed and the SHA-1 authentication code must be
Verified on any electronic copies.
4E 1
U)
ENGINEERED
TRUSS SYSTEMS ECT
EAST COAST TRUSS
5285 ST LUCIF BLVD. FT PIFRCF, 'FL 34946
OFFICE U72D 466-2480 FAK )772)466-5336
CUSTOMER:Telese Builders
JOB NAME: Sztankovits Res
ADDRESS:8024 Spendthrift Lane
CITY/COUNTY:PSL
JOB # J40998
JOB #
MODEL:Model
TIMBER
PRODUCTS
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SQ FT 890
DATE 01 /04/21 LATEST=04/07/21
61G15S-31.003 (3) (c), EAST COAST TRUSS is the
"Truss Design 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: Date:
CODE = FBC 2020/TP12014 ASCE 7-16
DESIGN CRITERIA =MWFRS
OCCUPANCY CATEGORY= II
EXPOSURE = B
MWF SPEED =160
BUILDING TYPE =ENCLOSED
MEAN HEIGHT: 15.00
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FLOOR: DUR FACTOR= 1.0
PSF=TCLL-TCDL-BCLL-BCDL
40.0,10.0,0.0,5.0
ROOF: DUR FACTOR= 1.25
PSF=TCLL-TCDL-BCLL-BCDL
20.0,15.0, 0.0,10.0
CONCURRENT BC STORAGE LL 20 psf
DEFINITIONS
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.
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?X6 STRONG BACK BRACING, 10'-0" O. C., IS '—
RECOMMENDED ON FLOOR TRUSSES 0
SPANNING 20'--0" OR MORE O
-AUTION: SPANS GREATER THAN 30'-0"
LUST BE SET WITH A SPREADER BAR. THE U
PREADER BAR SHOULD BE AT LEAST 1/2
O J
13 IN LENGTH AS THE SPAN OF THE TRUSS Q
SING SET. /
.EFER TO BCI-B1 FOR COMPLETE O
RECTION AND SAFETY PROCEDURES. 0
ALL BEAMS BY BUILDER n
NOTE: TRUSSES DO NOT n
SUPPORT ANY PLANT SHELVES .40
1) 4/7/21: Revised roof pitch to 5/12 V_
2- y_
3- Q
4-
5- T_
6-
CCS
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(1/4" if plotted 24x36) . Designed By: CO