HomeMy WebLinkAboutLetter- Truss Design258 Southhall Lane, Suite 200
Maitland, Florida 32751
DP: (321) 972-0491 1 F: (407) 880-2304 1 E: info@fdseng.com
Website: www.fdseng.com
ENGINEERING ASSOCIATES
December 10, 2021
Building Department
Ref:
Adams Homes
Lot:
Lot 35 Ph.3
Subdivision:
Fort Pierce - Waterstone
Address:
8682 Waterstone Blvd.
Model:
2508 B LHG 3CF
KA #
21-10558
Truss Company:
Builders First Source
Date of drawings:
9/14/21
Job No.:
2866990
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
techniques; and coordinating work with all other trades.
B66C1
Note: Truss ID's may vary.
If you have any questions, please do not hesitate to call.
Sincerely,
12/10/2021
Carl A. Brown, P.E.
FL. # 56126
12/10/2021
Scott Lewkowski, P.E.
FL. #78750
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FDS Engineering Associates, A TSG Company
"Your Building Code Experts"
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SIMPSON CONNECTOR SCHEDULE
ROOF TRUSS
6T4
ID
MODEL ROOF UPLIFT SYMBOL
0
1 A-11
LUS24
895
490
ILA•
2
1 A 11
HTU26
3600
1555
LLA
0
B
HTU28
4680
2140
.106
0
C
HTU26-2
3600
2175
J LC
0
D
HTU28-2
14680
3485
flu
0
E
HGUS26-2
15320
2155
1LE
0
F
HGUS28-2
7460
13235
JLF
0
G
HGUS26-3
5230
2155
1 LG
0
H
HGUS28-3
7460
3235
11 w
0
J 11
THJA-26
9100
4095
1 W
32
3 X 8 NOP
❑+ 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: 12/10/2021 By: BH /
Submittal No.: Project No.: 21-10558 Project Eng.: Luis Torres/
Project Name: Adams Homes - Ft. Pierce - Lot 35 Ph.3
VEWFY ALL DIMENSIONS AND MUM CONDITIONS MOR TOAPPRwAL
SOW MUM FRAMING REQUIRED IN FRID BY BUILDER
MAIN WIND FORCE RESLiTING BYSTEMICZ HYBRID WDM ASC 46
mcwsm
EaPOSURE CATEGORY C
OCCUPANCY CATEGORY 0
LOAD�160 MPH
WIND IMPORT BEEN CE FACTOR I
TRUSSES IU1YE DESIGNED FOR A f0A PSF BOTTOM CHORD LIVE LOAD
ROOF LOADING
FLOOR LOADING
TCLL:
20
PSF
TCLL•
40
PSF
TCDL:
07
PSF
TCDL•
10
PSF
BCDL:
10
PSF
BCDL:
5
PSF
TOTAL:
37
PSF
TOTAL:
65
PSF
DURATION:
1.26
DURATION:
1.00
This Drawing Must B Approved And
Returned Before F brication Will
Begin. For Your P 'on Check All
Dimensions And C nditions Prior To
Approv Of Plan.
SIGNATURE BELOW INDICATES ALL
NOTES AND DIMENSIONS HAVE
BEEN ACCEPTED.
By Date
CAUTION!!! --
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. (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
Root Diaphragm Connections.
ROOF PITCH: 6112
CEILING PITCH: 3112
TOP CHORD SIZE: 2 X 4
BOTTOM CHORD SIZE: 2 X 4
OVERHANG LENGTH: IV'
END CUT: PlUmb
CANTILEVER: —
TRUSS SPACING: 24"
BUILDING CODE: FBC2020
BEARING HEIGHT SCHEDULE
Hatch Legend
®10' Truss Bearing
ME 11'4" Truss Bearing
BUILDER:
Adams Homes
PROJECT:
I
Single Family
MODEL-
2508 B 3CAR
ADDRESS: 8682 WATERSTONE BLVD
LOT I BLOCK:
351 PH3
SUBDIVISION:
WATERSTONE
CITY:
FT PIERCE
DRAWN BY:
KSANCHEZ
JOB ag •
2866990
D E• 09/10/2021 '-ALE:1 NTS
etAN DATE: I 2021
REVISIONS:
1.
2.
3.
4.
4408 Airport Road
Plant City, FL 33563
Ph.(813) 305-1300
Fax (813) 306.1301