HomeMy WebLinkAboutLetter Of Truss Approval258 Southhall Lane, Suite 200
Maitland, Florida 32751
P: (321) 972-0491 1 F: (407) 880-2304 E: info@fdseng.com
Website: www.fdseng.com
ENGINEERING ASSOCIATES
December 16, 2021
Building Department
Ref
Adams Homes
Lot:
Lot 186 Ph.3
Subdivision:
Fort Pierce - Waterstone
Address:
5310 Vespera St.
Model:
1480 A RHG
KA #
21-10562
Truss Company:
Builders First Source
Date of drawings:
8/7/2021
Job No.:
2866845
Wind Speed:
160
Exposure:
C
Truss Engineer:
Joaquin Velez
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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12/16/2021
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#78750
giineering Associates' A TSG Company
"Your Building Code Experts"
12/16/2021
Luis Pablo Torres, P.E.
FL. # 87864
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CONNECTOR SCHEDULE
QTY I DESCRIPTION
2 THJ 6
Z Reviewed and Approved
❑ Reviewed with Notations
❑ Revise and Resubmit
❑ Not Reviewed (see explanation) I
CAUTIONM _
DO NOT ATTEMPT TO ERECT
TRUSSES WITHOUT REFERRING TO
THE ENGINEERING DRAWINGS AND
BSCI-131 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: 16"
END CUT: Plumb
CANTILEVER: —
TRUSS SPACING: 24"
BUILDING CODE: FBC2020
BEARING HEIGHT SCHEDULE
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: 12/17/2021 BY ESI/f
Submittal No.: Project No.: 21-10562 Project Eng.: Carl Brown
Project Name: Adams Homes - Fort Pierce - Waterston - Lot 186 Blk Ph3
_ VERIFY ALL DIMENSIONS AND CEILING CONDIT O?4S PRIOR TO APPROVAL
SOME CEILING FRAMING REQUIRED IN REM BY BUILDER
BUILDER:
Adams Homes
PROJECT:
Single Family
MODEL
1480 A 10X74 LANAI
ADDRESS: 1 6310 VESPERA ST
LOT/BLOCK:
1861PH3
SUBDIVISION:
I WATERSTONE
CRY: I FT PIERCEDRAWN
BY: KSANCHEZ
JOB # : I 2866845
DATE: 1 08/04/2021 SCALE: NTS
PLAN DATE: 2021
REVISIONS:
1.
2.
3.
4.
MAIN MIND FORCE RESISTING SYSTEwCt HYBRID WIND ASCEMS
IMPORTANT
ENCLOSED
EXPOSURE CATEGORY 1;
OOCU CYCATEGORY II
This Drawing Must Be Approved And
WIND IMPORTANCE FACTOR 1.00
MID LOADIMUO TSO ANCE
Returned Before Fabrication Will „
TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD LIVE
LOAD
Begin. For Your Protection Check All
NONOONCURRENT WITH ANY OrNER LIVE
LOADS
Dimensions And Conditions Prior To
APBELO Of Plan.
SIGNATURE BELOW INDICATES ALL
ROOF LOADING
FLOOR LOADING
NOTES ND DIMSIONS HAVE
TCLL• 20 PSF
TCLL: 40
PSF
BEEN ACCE TED.
TCDL: 07 PSF
TCDL: 10
PSF
By Date
,
BCDL" 10 PSF
BCDL• 5 PSF
TOTAL: 37 PSF
TOTAL: 65
PSF
DURATION: 1.25
DURATION: 1.00
4408 Airport Road
Plant City, FL 33563
Ph. (813) 305-1300
Fax (813) 3057301