HomeMy WebLinkAboutLetter Truss Design Package258 Southhall Lane, Suite 200
F D S Maitland, Florida 32751
P: (321) 972-0491 1 F: (407) 880-2304 1 E: info@fdseng.com
Website: www.fdseng.com
ENGINEERING ASSOCIATES
November 17, 2021
Building Department
Ref:
Adams Homes
Lot:
Lot 58 Blk.1
Subdivision:
Fort Pierce - Waterstone
Address:
8713 Merano Ave.
Model:
1820 D LHG
KA #
21-10143
Truss Company:
Date of drawings:
Job No.:
Wind Speed:
Exposure:
Truss Engineer:
Builders First Source
8/12/2021
2866225
160
C
Joaquin Velez
To whom it may concern,
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BOCC
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.
If you have any questions, please do not hesitate to call.
Sincerely,
11/17/2021 11/17/2021
Carl A. Brown, P.E. Scott Lewkowski, P.E.
FL. # 56126 FL. #78750
FDS Engineering Associates, A TSG Company
"Your Building Code Experts"
Luis Pablo T es, P.E.
FL. # 87864
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10'-0" LG 3112 VLT
CONNECTORS SCHEDULE
ROOF TRUSS
Q
ID
MODEL ROOF UPLIFT SYM
0
A-11
LUS24 / JUS24
895 / 835
490 /510
ILA'
9
A
HTU26/ THD26
3600 / 3470
1555 / 2330
ILA
0
B
HTU28 /THD28
4680 / 5040
2140 / 2330
1LB
0
C
HTU26-2 / THD26-2
3600 / 3355
2175 / 2340
1 Lc
0
1 D
HTU28-2 / THD28-2
14680 / 5005
3485 / 2595
1 1Io
E
HGUS26-2 / THDH26-2
5320 / 6245
2155 / 2340
i IE
0
F
HGUS28-2 / THDH28-2
7460 / 8026
3235 / 3330
1IF
0
100
G
HGUS26-3 /THDH26-3
5230 / 5245
2155 / 2340
1 LG
0
H
HGUS28-3 / THDH28-3
7460 / 7835
3235 / 4370
1 w
J
THJA26 / HJC26
9100 / 8990
4095 / 4370
1 W
3X8NOP
El Reviewed and Approved ❑ Revise and Resubmit
❑ Reviewed with Notations ❑ Not Reviewed (see explanation)
17
Corrections or comments made on equipment submittals or shop drawings during this review do
1 -0" C 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
z3- o-oo 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
Ails performing his work in a safe and satisfactory manner
10'-0 CLG e'-o' CLG 3/12*VLT < FDS ENGINEERING ASSOCIATES
ODD SPACE < Date: 11/17/2021 By: ES
Submittal No.: Project No.: 21-10143 Project Eng.: Luis To� o s Project Name: Adams Homes - Fort Pierce - Waterston - Lot 58 Blk 1
CLG
7-08-00
VERIFY ALL DIMENSIONS AND MUM CONDNIONS PRIOR TO APPROVAL
SOME CEILING FRAMING REQUIRED IN FIELD BY BUILDER
NAINYAND FORCE RESISTING SYSTEWCC HYBRID WAND ASCE7.16
IMPORTANT
ENCLOSED
E14POSURE CATEGORY C
OCCUPANCY CATEGORY B
This Drawing Must Be Approved And
WAND LOAD t60 CE FACTOR
W
Returned Before Fabrication Will
BE
ED
TRUSSES HAVE BEEN DESIGNED FOR A1GO PSF BOTTOM CHORD LIVE LOAD
US ES RAVE
Begin. For Your Protection Check All
NONCONCURRENT WITH ANY OTHER LIVE LOADS
Dimensions And Conditions Prior To
APOf Plan.
ROOF LOADING
FLOOR LOADING
BELO
SIGNATURE BELOW INDICATES ALL
NOTES IMENSIONS HAVE
TCLL• 20 PSF
TCLL: 40 PSF
BEEN ACCEPTED.
TCDL• 07 PSF
TCDL• 10 PSF
By Date
BCDL: 10 PSF
BCDL: 5 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-B1 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: ZV
BUILDING CODE: FBC2020
BEARING HEIGHT SCHEDULE
BUILDER
Adams Homes
PROJECT: Single Family
MODEL: 1820 D 3CAR
ADDRESS: 1 8713 MERANO AVE
LOT/BLOCK: 68N
SUBDIVISION: WATERSTONE
CITY: FT PIERCE
DRAWN BY: KSANCHEZ
JOB #: 2866225
DATE: 08110/2021 SCALE: NTS
PLAN DATE: 2021
REVISIONS:
1.
2.
3.
4.
4408 Airport Road
Plant City, FL 33563
Ph. (813) 305-1300
Fax(813) 306.1301