HomeMy WebLinkAboutLetter Truss Design258 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
January 17, 2022
Building Department
Ref:
Adams Homes
Lot:
Lot 59 Ph.1
Subdivision:
Fort Pierce - Waterstone
Address:
8709 Merano Ave.
Model:
2020 B LHG 3CF
KA #
21-10142
Truss Company:
Builders First Source
Date of drawings:
11/23/21
Job No.:
2866219
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. ®ee®Q p 3LO g To ®e®PQ
If you have any questions, please do not hesitate to call. , s
Sincerely,
1/17/2022
Carl A. Brown, P.E.
FL. # 56126
No 87864
FILECOOPY�
STAT OF
1/17/2022
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Scott Lewkowski, P.E. Luis Pab Torres, P.E.
FL. #78750 FL. # 87 64
FDS Engineering Associates, A TSG Company
"Your Building Code Experts"
39-08-00
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El Reviewed Bud 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: 01/17t2022 BY BH
Submittal No.: Project No.: 21-10142 Project F.ng.:
Project Name: Adams Homes - Ft. Pime - Waterston Lot 59 Ph.l
CONNECTORS SCHEDUL
ROOF TRUSS
Q
ID
MODEL ROOF UPLIFT SYM
0
A-11
WS24 / JUS24
895 / 836
490 /510
1m"
8
A
HTU26/ THD26
3600 / 3470
1555 / 2330
ILA
0
B
HTU28 / THD28
4680 / 5040
2140 / 2330
ALB
0
C
HTU26-2 / THD26-2
3600 / 3355
2175 / 2340
1
0
D
HTU28-2 / THD28-2
4680 / 5005
3485 / 2595
1 a
0
E
HGUS26-2 / THDH26-2
5320 / 6245
2155 / 2340
1 LE
0
F
HGUS28-2 / THDH28-2
7460 / 8025
3235 / 3330
1 tF
0
G
HGUS26-3 / THDH26-3
5230 / 5245
2155 /'2340
1 w
0
H
HGUS28-3 / THDH28-3
7460 / 7835
3235 / 4370
1 fit
0L1c
J
THJA26 / HJC26
9100 / 8990
4095 / 4370
1 U
3X8NOP
VERFY ALL DUEt•SIONS AND DEIUNG CONDCDONS MOR TO APPROVAL
SOME CEIUNG FRAKNG REQUIRED IN FETD BY SULDER
MAN WINO FORCE RESISTING SYSTEMrCC HYBR1D WGID ASCE748
ENCLOSED
E OSURE CATEGORY
OCCUPANCY CATEGORY
WINO LOAD ISO MPH
YRJD VAPORTANCE FACTOR 1D0
TRUSSES HAVE BEEN OES10NED FOR A 1GD PSF BOTTOM CHORD LNE LOAD
NONCONCURRENr WRH ANY OTHER UVE LOADS
ROOF LOADING
TCLL: 20 PSF
TCDL: 07 PSF
BCDL: 10 PSF
TOTAL: 37 PSF
DURATION: 1.25
FLOOR LOADING
TCLL: 40 PSF
TCDL• 10 PSF
BCDL: 5 PSF
TOTAL: 55 PSF
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 M
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. (10. 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: 0112
TOP CHORD SIZE: 2 X 4
BOTTOM CHORD SIZE: 2 X 4
OVERHANG LENGTH: 16"
END CUT: Plumb
CANTILEVER: —
TRUSS SPACING: M'
BUILDING CODE: FBC2020
BEARING HEIGHT SCHEDULE
Hatch Legend
�108.ftg
BUILDER:
Adams Homes
PROJECT: Single Family
MODEL:
LANAI
ADDRESS: 8709 MERANO AVE
LOT I BLOCK:
5911
SUBDIVISION:
WATERSTONE
CITY: I FT PIERCE
DRAWN BY: KSANCHEZ
JOB & : 2866219
DATE: 10913012021 1 SCALE: NTS
PLAN DATE: 2021
REVISIONS:
1.
2.
3.
4.
4408 Airport Road
Plant City, FL 33563
Ph. (813) 305-1300
Fax (813)305-1301