HomeMy WebLinkAboutLetter Of Truss ApprovalrF D 81
ENGINEERING ASSOCIATES
December 10, 2021
Building Department
258 Southhall Lane, Suite 200
Maitland, Florida 32751
P: (321) 972-0491 1 F: (407) 880-2304 1 E: info@fdseng.com
Website: www.fdseng.com
Ref:
Adams Homes
Lot:
Lot 172 Ph.3
Subdivision:
Fort Pierce - Waterstone
Address:
5313 Vespera St.
Model:
1780 B RHG
KA #
21-10556
Truss Company:
Builders First Source
Date of drawings:
9/14/2021
Job No.:
2867147
Wind Speed:
160
Exposure:
C
Truss Engineer:
Andrew Johnson
To whom it may concern,
REVIEWED FORE
CODE COMPLIANCE
ST. LUCIE COUNTY
B®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 ��aszaeaa��3�
techniques; and coordinating work with all other trades. z'+ F P B O T 00
Note: Truss ID's may vary. ti'�� C E
No 87
If you have any questions, please do not hesitate to call. g
Sincerely, o` STA OF41
N.
12/10/2021
Carl A. Brown, P.E.
FL. # 56126
b� I '+ii iii
12/10/2021 2/10/2021
Scott Lewkowski, P.E. Luis Pablo orres, P.E.
FL. #78750 FL. # 8786
FDS Engineering Associates, A TSG Company
"Your Building Code Experts"
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l Reviewed and Approved
❑ Reviewed with Notations
❑ Revise and Resubmit
❑ 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: 12/10/2021 By. BH
Submittal No.: ProjectNo.: 21-10556 ProjectEng.: Luis
Project Name: Adams Homes - Ft. Pierce - Lot 172 Ph.3
VERIFY ALL DIMENSIONS AND CERJNG CONDITIONS PRIOR TO APPROVAL
SOME CEILING FRAMING REOURED IN FIELD SY BUILDER
MAIN WPOJ FORCE RESISTING SYSTEWCC HYBRID WIND ASCO7-16
ENCLOSm
IM RTANT
EXPOSURE CATEGORYC
OCCUPANCY CATEGORY!
This Drawing ust Be Approved And
WRm M-RTANCE60 FACTOR 1.00
WIND LOAD 1 NCE
Returned are Fabrication Will
TRUSSES HAVE BEEN DESIONED FOR A MO PSF BOTTOM CHORD LIVE LOAD
Begin. For Your Protection Check All
HONCONCURRENr WITH ANY OTHER LIVE
LOADS
Dimensions And Conditions Prior To
APBELO Of Plan.
SIGNATURE BELOW INDICATES ALL
ROOF LOADING
FLOOR LOADING
NOTES AND DIMENSIONS HAVE
TCLL: 20 PSF
TCLL• 40 PSF
BEEN ACCEPTED.
TCDL: 07 PSF
TCDL: 10 PSF
By Date
BCDL• 10 PSF
BCDL: 6 PSF
TOTAL:* 37 PSF
TOTAL: 56 PSF
DURATION: 1.25
DURATION: 1.00
CAUTIONH!
DO NOT ATTEMPT TO ERECT
TRUSSES WITHOUT REFERRING TO
THE ENGINEERING DRAWINGS AND
BSCI-B1 SUMMARY SHEETS.
ALL PERMANENT BRACING MUST BE
IN PLACE PRIOR TO LOADING
TRUSSES. (le. 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: 6/12
CEILING PITCH: W12
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
BUILDER:
Adams Homes
PROJECT:
Single Family
MODEL
1780 B BLK
ADDRESS:
5313 VESPERA ST
LOT 1 BLOCK:
172 PH3
SUBDIVISION:
WATERSTONE
CITY: I
FORT PIERCE
DRAWN BY:
KSANCHEZ
JOB tS •
2867147
DAIAK 1 09110120211 SCALE: I NTS
PLAN DATE: 1
2021
REVISIONS:
1.
2
3.
4.
4408 Airport Road
Plant City, FL 33563
Ph. (813)305.1300
Fax (813) 306-1301