HomeMy WebLinkAboutLetter Of Truss Approval258 Southhall Lane, Suite 200
D Maitland, Florida 32751
P: (321) 972-0491 1 F: (407) 880-2304 1 E: info@fdseng.com
Website: www.fdseng.com
ENGINEERING ASSOCIATES
November 17, 2021
Building Department
Ref:
Adams Homes
Lot:
Lot 171 Blk. Ph3
Subdivision:
Fort Pierce - Waterstone
Address:
5309 Vespera St.
Model:
1820 D LHG
KA #
21-10560
Truss Company:
Builders First Source
Date of drawings:
9/14/2021
Job No.:
2866910
Wind Speed:
160
Exposure:
C
Truss Engineer:
Andrew Johnson
To whom it may concern,
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
S®CC
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. ���,�aa I L
Note: Truss ID's may vary.
If you have any questions, please do not hesitate to call.
Sincerely,
11/17/2021 11/17/2021
Carl A. Brown, P.E. Scott Lewkowski, P.E.
FL. # 56126 FL. #78750
FDS Engineering Associates, A TSG Company
"Your Building Code Experts"
Luis Pablo Torresf, P.E.
FL. # 87864
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❑+ Reviewed and Approved ❑ Revise and Resubmit
❑ Reviewed with Notations ❑ Not Reviewed (see explanation)
Corrections or comments made on equipment submittals or shop drawings during this review do
not relieve contractor from compliance with requirements of the drawings and specifications_
This check is only for review of general conformance with the concept of the project and
general compliance with the information given in the contract documents. The contractor is
responsible for confirming and correlating all quantities and dimensions; selecting fabrication
processes and techniques of construction; coordinating his work with that of all other trades and
performing his work in a safe and satisfactory manner
FDS ENGINEERING ASSOCIATES
Date: 11/17/2021 BY: ES
Submittal No.: Project No.: 21-10560 Project Eng.: Luis To
Project Name: Adams Homes - Fort Pierce - Waterston - Lot 171 Blk Ph3
VERIFY ALL DIMENSIONS AND CEILING CONUTIONS PRIOR TO APPROVAL
SOME CEWNG FRAMWG REQURED W REM BY SU MER
MAIN V ND FORCE RESLSNNO SYSTEMICL HYRRID'MNO ASCEF40
ENCL0.5ED
EXPOSURE OATEGORY C
OCCUPANCY CATEGORY
%HIND LOAD 16C MPN
VAND IMPORTANCE FACTOR 1-
TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD LIVE LOAD
NONCONCUR WITH ANY OTHER LIVE LOADS
ROOF LOADING FLOOR LOADING
TCLL- 20 PSF TCLL* 40 PSF
TCDL: 07 PSF TCDL• 10 PSF
BCDL: 10 PSF BCDL- 5 PSF
TOTAL: 37 PSF TOTAL* 65 PSF
DURATION: 1.25 DURATION: 1.00
IMPORTANT
This Drawing Must Be Approved And
Returned Before Fabrication Will
Begin. For Your Protection Check All
Dimensions And Conditions Prior To
Approval Of Plan.
SIGNATURE BELOW INDICATES ALL
NOTES AND DIMENSIONS HAVE
BEEN ACCEPTED.
By Date
CAUTION!!!
DO NOT ATTEMPT TO ERECT
TRUSSES WITHOUT REFERRING TO
THE ENGINEERING DRAWINGS AND
BSCI$1 SUMMARY SHEETS.
ALL PERMANENT BRACING MUST BE
IN PLACE PRIOR TO LOADING
TRUSSES. (ie. SHEATHING,
SHINGLES, ETC.)
ALL INTERIOR BEARING WALLS
MUST BE IN PLACE PRIOR TO
INSTALLING TRUSSES.
REFER TO FINAL ENGINEERING
SHEETS FOR THE FOLLOWING.
1) NUMBER OF GIRDER PLIES AND
NAILING SCHEDULE
2) BEARING BLOCK REQUIREMENTS.
3) SCAB DETAILS (IF REQUIRED)
4) UPLIFT AND GRAVITY REACTIONS.
WARNING
Backcharges Will Not Be Accepted
Regardless of Fault Without Prior
Notification By Customer Within 48
Hours And Investigation By
Builders First Source.
NO EXECPTIONS.
The General Contractor Is Responsible
For All Connections Other Than Truss
to Truss, Gable Shear Wall, And
Connections. Temporary and
Permanent Bracing, And Ceiling And
Roof Diaphragm Connections.
ROOF PITCH: 6112
CEILING PITCH: 3112
TOP CHORD SIZE: 2 X 4
BOTTOM CHORD SIZE: 2 X 4
OVERHANG LENGTH: IV'
END CUT: Plumb
CANTILEVER: —
TRUSS SPACING: 24"
BUILDING CODE: FBC2020
BEARING HEIGHT SCHEDULE
BUILDER:
Adams Homes
PROJECT: Single Family
MODEL' 1820 D
ADDRESS: 6309 VESPERA ST
LOT I BLOCK: 171 PH3
UBDIVISION: WATERSTONE
CITY: FT PIERCE
DRAWN BY: KSANCHEZ
JOB # : 2866910
DATE: 09/10/2021 SCALE: NTS
PLAN DATE: 1 2021
REVISIONS:
1.
2.
3.
4.
4408 Airport Road
Plant City, FL 33563
Ph. (813) 305-1300
Fax(813) 305-1301