HomeMy WebLinkAboutLetter- Truss Design258 Southhall Lane, Suite 200
D Maitland, Florida 32751
P: (321) 972-0491 1 F: (407) 880-2304 I E: info@fdseng.com
Website: www.fdseng.com
ENGINEERING ASSOCIATES
November 30, 2021
Building Department
Ref:
Adams Homes
Lot:
Lot 34 Blk. Ph3
Subdivision:
Fort Pierce - Waterstone
Address:
8688 Waterstone Blvd.
Model:
2265 3CF A RHG
KA #
21-10559
Truss Company:
Builders First Source
Date of drawings:
9/14/21
Job No.:
2866970
Wind Speed:
160
Exposure:
C
Truss Engineer:
Andrew Johnson
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
t hni d d' t' rk with all other trades
ec ques, an coor ma mg wo A a a 1 I 1 a p
Note: Truss ID's may vary.
If you have any questions, please do not hesitate to call.
Sincerely,
11/30/2021 11/30/2021
Carl A. Brown, P.E. Scott Lewkowski, P.E.
FL. # 56126 FL. #78750
FDS Engineering Associates, A TSG Company
"Your Building Code Experts"
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Luis Pablo T rres, P.E.
FL. # 87864
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CONNECTORS SCHEDULE
ROOF TRUSS
QT
ID
MODEL ROOF UPLIFT SYM
0
1 A-11
LUS24 / JUS24
895 / 835
490 /610
ILA
6
A
HTU26 / THD26
3600 / 3470
1555 / 2330
ILA
0
B
HTU28 / THD28
4680 / 5040
2140 / 2330
IL-
0
C
HTU26-2 / THD26-2
3600 / 3355
2175 / 2340
1 1 LC
0
D
HTU28-2 / TH1328-2
4680 / 5005
3485 / 2595
1 1 La
0
E
HGUS26-2 / THDH26-2
5320 / 5245
2155 / 2340
1 1 iE
0
F
I HGUS28-2 / THDH28-2
7460 / 8025
3235 / 3330
1 1IF
0
G
HGUS26-3 / THDH26-3
5230 / 5245
2155 / 2340
1 LG
0
H
HGUS28-3 / THDH28-3
7460 / 7835
3235 / 4370
1 w
0
J
THASR-1-29 /
9100 / 8990
4095 / 4370
1 Li
28
3 X 8 NOP
11
ID Reviewed and Approved ❑ Revise and Resubtrtit
❑ 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 confuting 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: 11/30/2021 By. ES
Submittal No.: Project No.: 21-10559 Project Eng.: Luis Torres
Project Name: Adams Homes - Fort Pierce - Waterston - Lot 34 Blk Ph3
VERIFY ALL DIMENSIONS ANDCEIUNG CONLxBONS PRIOR TOAPPROVAL
SON¢ CISLNG FRAMING REQUIRED IN nELD BY BUM -DER
MAIN YAND FORCE RESISTING SYSTEM'Ct NYBRID WIND ASCE740
IMPORTANT
ENCLOSED
EXPOSURE CATEGORY C
OCCUPANCY CATEGORY B
This Drawing Must Be Approved And
WHO LOAD 10 MPH
Returned Before Fabrication Will
MID IB1PORTANCE FACTORI.SG
TRUSSES HAVE BEEN DESIGNED FORA 1GC PSF BOTTOM CHORD LNE LOAD
Begin. For Your Protection Check All
NONGONCURRENr Willi ANY OTHER LIVE
LOADS
Dimensions And Conditions Prior To
Approval Of Plan.
SIGNATURE BELOW INDICATES ALL
ROOF LOADING
FLOOR LOADING
NOTES AND DIMENSIONS HAVE
TOLL: 20 PSF
TCLL: 40 PSF
BEEN ACCEPTED.
TCDL: 07 PSF
TCDL• 10 PSF
By ��
BCDL: 10 PSF
BCDL: 5 PSF
TOTAL: 37 PSF
TOTAL: 55 PSF
DURATION: 1.25
DURATION: 1.00
CAUPON C!.
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. (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: 0112
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
11'4" BRG HGHT
=9-9' BRG HGHT
10'-0" BRG HGHT
BUILDER:
Adams Homes
PROJECT:
Single Family 160
MODEL:
2266 A 3CAR 160
ADDRESS: 8688 WATERSTONE BLVD
LOT /BLOCK:
341PH3
SUBDIVISION:
WATERSTONE
CITY: FT PIERCE
DRAWN BY: K SANCHEZ
JOB $: 2866970
DATE: 09/10/2021 SCALE: NTS
PLAN DATE721)211
REVISIONS:
1.JAN 2021 (NEW CODE)
2.
3.
4.
L•l171 J
Combining to swve you bctter
4408 Airport Road
Plant City, FL 33563
Ph. (813) 305-1300
Fax (813) 305-1301
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