HomeMy WebLinkAboutJ40997_Layout ElecWARNING* ALL 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
ACCORDING TO THE CURRENT SIMPSON STRONG -TIE
OID ALL WARRANTIES.
r
FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY
3) INSTALL WEB BRACING AS STATED ON SEALED
ADVANCE.
OR USP CATALOG
I SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS
NGINEERING TRUSS DRAWINGS.
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6' 10"
58' 4"
29' 6"
2' 4"
108' 4"
■
2.5/12 Ceiling Pitch
11'-4" Ceiling Height
- -- -- -- -- -- -- -- -
Hand Frame Down to 12'-0"
by Others
13'-4" Ceiling Height
V /\/\/\/\/\/\/\/\/\/
6" t
12" Coffer
CMU
Wall
)ical End Detail
Manue I Digitally signed
Manuel Martine
• Date: 2021.04.2
M art I n.,."Z,..,17-50:01 -04'00'
`� rr
No 047182
STATE OF
M—,,,%%
SERIAL#
44 0165 OF 1B 6E 1E 10 89 9A 911F BD 89 5 5 F 7
V-10-1/2'
I
5�
_I I
6"
Top of Wall @ 11'-4"
8" CMU
Wall
Bott of Trs
@ 10--0"
Typical End
Detail
@ Pop Out in
Garage
Design to Resist
Horizontal Forces
Are the
Responsibility of
EOR.
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 nut considered signed
and sealed and the SHA-1 authentication code must he
verified on any electronic copies.
1'-1�-13,1166"
1
2'-0" 2'-0"
I I
Typical Corner
ENGINEERED
TRUSS SYSTEMS 5ET
BEAST COAST TRUSS
5285 ST. ]LUCIE BLVD. FT. PIERCE, FL 34946
OFFICE: (772) 466-2480 ]FAX, (772)466-5336
CUSTOMER:Telese Builders
JOB NAME: Sztankovits Res
ADDRESS:8024 Spendthrift Ln
CITY/COUNTY:PSL
JOB # J40997
JOB #
MODEL:Model
SQ FT 9604 ft2
DATE 12/28/20 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
TIMBER
PRODUCTS
O
I..L
NOTE:
By approving this placement plan(s), signatured
anywhere on this sheet, the customer or his
resentitive 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 ft
GRAVITY LOADS
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
20.0115.0, 0.0,10.0
LOADS PER FBC & FRC
*NON -CONCURRENT BC LL 10psf
CONCURRENT BC STORAGE LL 20 psf
DEFINITIONS
MWF = MAIN WIND FORCE
C&C = COMPONENTS AND CLADDING
TOB =TOP OF BEARING
TC = TOP CHORD
BC = BOTTOM CHORD
ILL = 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' Orr OR MORE
IUST BE SET WITH A SPREADER BAR. THE
PREADER BAR SHOULD BE AT LEAST 1/2
13 IN LENGTH AS THE SPAN OF THE TRUSS
EING SET.
EFER TO BCI-B1 FOR COMPLETE
RECTION AND SAFETY PROCEDURES.
ALL BEAMS BY BUILDER
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
3-
4-
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TRUSS PLACEMENT PLAN
16" if plotted 24x36) . Designed By: CO