HomeMy WebLinkAboutLetter - Truss Design Packager
258 Southhall Lane, Suite 200
fiF;D Maitland, Florida 32751
P: (321) 972-0491 1 F: (407) 880-2304 1 E: info@fdseng.com
81 Website: www.fdseng.com
ENGINEERING ASSOCIATES
December 10, 2021
Building Department
ram,
Ref:
Adams Homes
Lot:
Lot 47 Ph.3
' Subdivision:
Ft. Pierce - Waterstone
Address:
8695 Waterstone Blvd.
Model:
3000 Mod 2C A LHG
KA #
21-10555
Truss Company:
Builders First Source.
Date of drawings:
8/11/21
Job No.:
2867000
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 ,•��� 34&jFa
techniques; and coordinating work with all other trades. 1% 0 � k E
Note: Truss ID's may vary.
If you have any questions, please do not hesitate to call.
Sincerely,
12/10/2021
12/10/2021
,-AGEN'
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12/ 0/2021
Carl A. Brown, P.E. Scott Lewkowski, P.E. Luis Pablo Torres, P.E.
FL. # 56126 FL. #78750 FL. # 87864
FDS Engineering Associates, A TSG Company
"Your Building Code Experts"
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CONNECTORS SCHEDULE
ROOF TRUSS
QT4
ID
MODEL ROOF UPLIFT SYM
0
A.
LUS24 / JUS24
895 / 835
490 /510
1LA'
7
A
HTU26 / THD26
3600 / 3470
11555 / 2330
11a
0
B
HTU28 /THD28
4680 / 5040
2140 / 2330
11.9
1
C
HTU26-2 / THD26-2
3600 / 3366
2175 / 2340
1 LC
0
D
HTU28-2 / THD28-2
4680 / 5005
3485 / 2595
1 LD
0
E
HGUS26-2 / THDH26-2
5320 / 5245
2155 / 2340
1 1 tE
0
F
HGUS28-2 / THDH28-2
7460 / 8025
3235 / 3330
1 1 tF
0
G
HGUS26-3 / THDH263
5230 / 5246
2155 / 2340
1 LG
0
H
HGUS28-3 / THDH283
7460 / 7835
3235 / 4370
1 w
0
J
THASR-L29 /
9100 / 8990
4095 / 4370
1 Li
32
3X8NOP
CAUTIONM
DO NOT ATTEMPT TO ERECT
TRUSSES WITHOUT REFERRING TO
THE ENGINEERING DRAWINGS AND
BSCI-BI SUMMARY SHEETS.
ALL PERMANENT BRACING MUST BE
IN PLACE PRIOR TO LOADING
TRUSSES. fie. 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 Nof: Be Accepted
Regardless of Fault Without Priory
Notification By Customer Within 48
Hours And Investigation By
Builders First Source.
NO FJ(ECPTIONS.
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
BUILDER:
Adams Homes
PROJECT: Single Family
Z Reviewed and Approved ❑ Revise and Resubmit MODEL: 3000 A FULL LANAI
❑ Reviewed with Notations ❑ Not Reviewed (see explanation) ADDRESS: 8695 WATERSTONE BLVD
Corrections or comments made on equipment submittals or shop drawings during this review do LOT/BLOCK: 47 PH3
not relieve contractor from compliance with requirements of the drawings and specifications. SUBDIVISION: WATERSTONE
This check is only for review of general conformance with the concept of the project and CITY: FT PIERCE
general compliance with the information given in the contract documents. The contractor is DRAWN BY: KSANCHFZ
responsible for con5mring and correlating all quantities and dimensions; selecting fabrication
processes and techniques of construction; coordinating his work with that of all other trades and JOB # : 2867000
performing his work in a safe and satisfactory manner DATE: 2021 SCALE: NTS
FDS ENGINEERING ASSOCIATES P DATE 2021
Date: 12/10/2021 By. BH REVISIONS:
Submittal No.: Project No.: 21-10555 Project Eng.: Luis Tones 1•
' Project Name: Adams Homes - Ft. Pierce - Lot 47 Ph.3 2
3.
VERIFY ALL DIMENSIONS AND CEILING CONDITIONS PRIOR TO MMOVAL 4.
SOME CEILING FRAMING REQUIRED IN FIELD BY WILDER
ENCLOSNO FORCE RESISTWG SYSIEMICC HYBRRIWWO ASCEr-16 IMPORT T
ENCLOSED
EXPOSURE CATEGORY C
MCUPANCYCATEGORYR This Drawing Must a Approved And
WIND LOAD 160 MPH Returned Belo Fabrication WillBuilders
TRUS ES HAVE BEFACTORNEID
TRUSSES HAYE BEEN DESX;ID� FORA 10.0 PSF BOTTOM CHORD LIVE LOAD Begin. Fot Your rQtect Cheek All
NONCONCURRM WITH ANY OTNER LIVE LOADS Dimensions And Conditions Prior To
l Of ROOF LOADING FLOOR LOADING APBELOW INDDICIC - -
ttler
SIGNATURE BELOATES ALL
NOTES AND DIMENSIONS HAVE
TCLL- 20 PSF TCLL: 40 PSF BEEN ACCEPTED. 4408 Airport Road
TCDL: 07 PSF TCDL: 10 PSF Plant City, FL 33563
BCDL: 10 PSF BCDL• 6 PSF By Date Ph. (813) 305.1300
Fax (813) 306-1301
TOTAL, 37 PSF TOTAL: 65 PSF
DURATION: 1.25 DURATION: 1.00