HomeMy WebLinkAboutLetter Of Truss ApprovalGF;-D
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 173 Ph.3
Subdivision:
Fort Pierce - Waterstone
Address:
5317 Vespera St.
Model:
1820 B RHG
KA #
21-10564
Truss Company:
Date of drawings:
Job No.:
Wind Speed:
Exposure:
Truss Engineer:
Builders First Source
9/14/21
2866816
160
C
Andrew Johnson
To whom it may concern,
REVIEWED FOR
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 process®�md: i e, I� .
Ale
techniques; and coordinating work with all other trades. 05 P NBLO TO
o0•J�. •'�CEfYs' moo.
Note: Truss ID's may vary. `� e �' F '• : �,
No 8786
If you have any questions, please do not hesitate to call.
Sincerely, • „ STATE F
,
SS i7io `
12/10/2021 12/10/2021 12/1 /2021
Carl A. Brown, P.E. Scott Lewkowski, P.E. Luis Pablo Torre, P.E.
FL. # 56126 FL. #78750 FL. # 87864 1
FDS Engineering Associates, A TSG Company
"Your Building Code Experts"
13-04-00
6-04-00 - il
20-00-00
39-08-00
I] 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: 12/10/2021 By: BH
Submittal No.: Project No.: 21-10564 Project Fag.: Luis
Project Name: Adams Homes - Ft. Pierce - Lot 173 Ph.3
VERIFY ALL DIMENSIONS AND COUNG CONDITIONS PRIOR TO APPROVAL
SOME CEIUNG FRAMING REQUIRED IN FIELD BY BUILDER
MAIN WIND FORCE RESISTNG SYSTEMNCC HYBRID WRa1 ",,a7.16
1N 05E0
IMPORTANT
EXPOSURE CATEGORY C
OCCIIPaacYCATEOORY R
This Drawing Must Be Approved And
M WIND LOAD 150 PH
WIND LOAD I ANFACTOR 1.00
Returned Berom Fabrication Will
TRUSSES NAVE BEEN DE51GNm FOR A 10A PSF BOTTOM CNORD LIVE
LOAD
Begin. For Your Protection Check All
NONCONCI RRENr WITH ANY OTNER UVE
LOADS
Dimensions And Conditions Prior To
Approval 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
BCOL: 10 PSF
BCDL:
6
PSF
TOTAL, 37 PSF
TOTAL:
65
PSF
DURATION: 1.25
DURATION:
1.00
CAUTIONM
DO NOT ATTEMPT TO ERECT
TRUSSES WITHOUT REFERRING TO
THE ENGINEERING DRAWINGS AND
BSCI-B7 SUMMARY SHEETS.
ALL PERMANENT BRACING MUST BE
IN PLACE PRIOR TO LOADING
TRUSSES. (is. 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
Hatch Legend
=8'-0" bearing
®10'-0" bearing
BUILDER:
Adams Homes
PROJECT: I Single Family BLK
MODEL
1
1820 B BLK
ADDRESS: 1
6317 VESPERA ST
LOT / BLOCK:
173 PH3
SUBDIVISION:
WATERSTONE
CITY:
FORT PIERCE
'PRAWN BY: I
SANCHEZ
JOB # : 2866816
DATE: 1 09110/2021 1 SCALE: NTS
PLAN DATE: 1
2021
REVISIONS:
1.
2.
3.
4,
4408 Airport Road
Plant City, FL 33563
Ph.(813) 306-1300
Fax(813) 305-1301