HomeMy WebLinkAboutEngineering Letter Of Compliance258 Southhall Lane, Suite 200
fiF D � Maitland, Florida 32751
P: (321) 972-0491 1 F: (407) 880-2304 1 E: info@fdseng.com
Website: www.fdseng.com
ENGINEERING ASSOCIATES
February 7, 2022
Building Department
Ref:
Century Complete
Lot:
Lot 3 BI 4
Subdivision:
Lakewood Park
Address:
8505 Ft. Walton Ave.
Model:
1246 A LH
FDS #
21-5953
Truss Company:
Builders First Source
Date of drawings:
12/29/20
Job No.:
NA
Wind Speed:
160
Exposure:
C
Truss Engineer:
Julius Lee
To whom it may concern,
We have reviewed the truss design package for the project referenced above. This truss package
complies with the original design intent and the underlying structure will accommodate all
indicated loads. We approve the truss package without comment based upon the truss layout and
truss profiles supplied to us by the Truss Company with truss profiles sealed by the Truss
Engineer.
Please note, this review is only for general conformance with the design concept of the project.
Contractor or sub -contractor is responsible for matching all structural components and details
shown in the construction documents. Contractor or sub -contractor is also responsible for
confirming all quantities and dimensions; selecting appropriate fabrication processes and
techniques; and coordinating work with all other trades.
Note: Truss ID's may vary.
If you have any questions, please do not hesitate to call.
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"Your Building Code Experts"
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ARROW ON THE TRUSS REPRESENTS ITS LEFT END TOE —NAIL CONNECTION FROM JACKS TRUSS'S PER MITEK CONNECTION DETAIL
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17 Reviewed and Approved O Revise and Resubmit
❑ Reviewed with Notations ❑ Not Reviewed (sco explanadan)
Comctiom or comments made on equipment submittals or shop drawings during dtis review do
not relieve contractor from compliance with requirements of the drawings and specifications.
This check is only for review of ge-1 coufot"nce with the concept of the project and
general compliance with the information given in the with
documents. The contractor is
�ponsrbie far confirming and corm_ latiogpll quantities_ anddimensions; _selecting fabrication
processes and techniques of eomtructiom coordinating his work with that of all otlxrmades and
performing bis work in a safe and satisfactory roamer
er
IDS ENGINEERING ASSOCIATES
Date: OVOW1022 By. BH
Sub®ual No.: PmjectNo.: 21�5953 Project Frog.: Carl Bmwv
Proj=Name: Century Compide-Furl Pierre -L2L woad{'ark Lot 3 BIL4
�BLIIK'S
FirstSource
1602 INDUSTRIAL PARK DR
PLANT CITY FL
Phone: (813) 7595922
Fax (813) 752-1532
httpJ/www.bldr.com
- Per ANSI/TPI 1-2007 all " Truss to Wall"
connections are the responsibility of the Building
Designer, not the Truss Manufacturer.
Dimensions are Feet -Inches- Sixteenths.
Trusses are to be 24" o.c. unless noted
otherwise (U.N.O.)
Trusses are not designed to support brick U.N.O.
Do not cut or modify trusses without first
contacting Builders RrstSource.
- Immediately contact Builders FirstSource if
trusses are damaged.
Connection Notes:
- All hangers are to be Simpson or equivalent
U.N.O.
- Use Manufacturer's specifications for all hanger
connections U.N.O.
- Use 10d x 1 1/2" Nails in hanger connections to
single ply roof girder trusses.
Floor Truss Notes:
Shift truss as required to avoid plumbing traps.
Installation Contractor and/or Field Supervisor
are to verify all dimensions, trap locations, and
options prior to installation
Dimension Notes:
- Drawing not to scale. Do not scale dimensions
ENCLOSED BUILDING
(COND. 1)(CAT. II)
160 MPH
EXPOSURE C
TCLL: 20 PSF
TCDL: 7 PSF
BCLL: 10 PSF
"Non -Concurrent"
BCDL: 10 PSF
DURATION: 1.25
Only reactions greater
than 5,000 Ibs & uplifts
greater than 1,000 Ibs
are noted on the truss
placement page
Wade 7urney Homes
1246
Grp 2
Elevation A
Lot Swing Left
Layout: 1246 A_
Date: 06/06/19
Revision History:
Rev1:
Rev2:
Rev3;
NOT TO SCALE
loft