HomeMy WebLinkAboutLetter- Truss Review258 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 2 Blk.1
Subdivision:
Fort Pierce - Waterstone
Address:
5452 Lugo St.
Model:
1820 D LHG
KA #
21-10141
Truss Company:
Builders First Source
Date of drawings:
8/10/2021
Job No.:
2866194
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.
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"
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REVIEWED FOR
CODE COMPLIANCE
BOCC
CONNECTORS SCHEDULE
ROOF TRUSS
10T4
ID
MODEL ROOF UPLIFT SYM
0
A-
LUS24 / JUS24
1 895 / 835
490 /610
ILK
9
A
HTU26/ THD26
3600 / 3470
1555 / 2330
J A
0
B
HTU28 / THD28
4680 / 5040
2140 / 2330
11a
0
C
HTU26-2 / THD26-2
3600 / 3365
2175 / 2340
1 tD
0
1 D
HTU28-2 / THD28-2
4680/5005[2155
5 / 2595
1
0
E
HGUS26-2 / THDH26-2
5320 / 52455
/ 2340
1 LF
0
F
HGUS28-2 / THDH28-2
7460 / 80255/3330
"1
0
G
HGUS26-3 / THDH26-3
5230 / 5245
/ 2340
1 LG
0
H
HGUS28-3 / THDH28-3
7460/78355
/ 4370
10
J
THJA26 / HJC26
9100/89905
/ 4370
1 W
3X8NOP
❑' 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: 11/17/2021 By: ES
Submittal No.: Project No.: 21-10141 ProjectEng.: Luis Ton-
Project Name: Adams Homes - Fort Pierce - Waterston - Lot 2 Blk 1 I
VERIFYA DIMENSIONS AND CEILING OONDMIONS PRIOR TO APPROVAL
SOME CERING FRANUNG REQUIRED IN FlELO BY BUILDER
AIAD1 WIND FORCE RESISrIND SYSTEMA:C IIYB WD 1VIND ABCEr•18
IMPORTANT
ETSLasED
EXPOSURE CATEGGRYC
OCCUPANCY CATEOORYO
This Drawing Must Be Approved And
MO LOAD 180 MPH
WIND WPORTANCEFACTOR 1.00
Returned Before Fabrication Will
TRUSSES HAVE BEEN DESIGNED FORA
1D.0 PSF BOTTOM CHORD LNELOAD
Begin. For Your Protection Check All
NONCONCURRENT WITH ANY OTNER LIVE LOADS
Dimensions And Conditions Prior To
APPlan.
ROOF LOADING
FLOOR LOADING
BELO I
SIGNATURE BELOW INDICATES ALL
NOTES AND DIMENSIONS HAVE
TCLL: 20 PSF
TCLL: 40 PSF
BEEN ACCEPTED.
TCDL: 07 PSF
TCDL• 10 PSF
BCDL: 10 PSF
BCDL: 6 PSF
By Date
TOTAL: 37 PSF
TOTAL: 55 PSF
DURATION: 1.25
DURATION: 1.00
CAUTION W
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. tie. 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
Permanerd Bracing, And Ceiling And
Roof Diaphragm Connections.
ROOF PITCH: 6112
CEILING PITCH: 3/12
TOP CHORD SIZE: 2 X 4
BOTTOM CHORD SIZE: 2X4
OVERHANG LENGTH: 16"
END CUT: Plumb
CANTILEVER: —
TRUSS SPACING: 24"
BUILDING CODE FBC2020
BEARING HEIGHT SCHEDULE
BUILDER:
Adams Homes
PROJECT:
Single Family
MODEL•
1820 D 3CAR
ADDRESS:
U52 LUGO ST
LOT / BLOCK:
2/1
SUBDIVISION:
WATERSTONE
CITY.
FT PIERCE
DRAWN BY:
KSANCHEZ
JOB # : 1
2866194
DATE 08H0/2021 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