HomeMy WebLinkAboutLetter- Truss Design Package258 Southhall Lane, Suite 200
rF 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
December 10, 2021
Building Department
Ref:
Lot:
Subdivision:
Address:
Model:
KA #
Truss Company:
Date of drawings:
Job No.:
Wind Speed:
Exposure:
Truss Engineer:
Adams Homes
Lot 33 Ph.3
Fort Pierce - Waterstone
8694 Waterstone Blvd.
2508 CR RHG 3CF
21-10553
Builders First Source
9/14/21
2867055
160
C
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 ,S.�
shown in the construction documents. Contractor or sub -contractor is also responsible b
confirming all quantities and dimensions; selecting appropriate fabrication processes an
techniques; and coordinating work with all other trades. z�gaazz�aas9.
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
Luis Pablo To es, P.E.
FL. # 87864 I
FDS Engineering Associates, A TSG Company
"Your Building Code Experts"
C1
required under
A06-A09T
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EN 3/12
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SIMPSON CONNECTOR SCHEDULE
ROOF TRUSS
Q
ID
MODEL ROOF UPLIFT SYMBOL
0
A`
LUS24
895
1490
ILA'
0
A
HTU26
3600
1555
ILA
0
B
HTU28
4680
2140
1LB
0
C
HTU26-2
3600
2175
1 LC
0
1 D
I HTU28-2
14680
3485
1 1 to
0
E
HGUS26-2
5320
2155
1 LE
0
F
HGUS28-2
7460
3235
1LF
0
G
HGUS26-3
5230
2155
1 Le
0
H
HGUS28-3
7460
3235
1 w
0
J
THJA-26
9100
4095
1 w
32
3 X 8 NOP
CAUTIONI I!
DO NOT ATTEMPT TO ERECT
TRUSSES WITHOUT REFERRING TO
THE ENGINEERING DRAWINGS AND
BSC1431 SUMMARY SHEETS.
ALL PERMANENT BRACING MUST BE
IN PLACE PRIOR TO LOADING
TRUSSES. (le. 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: 6/12
CEILING PITCH: 3112
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
8'-0" aff
10'-0" aff
E A „ C1 Adams Homes
0
B1
- PROJECT: Single Family
18F
O
E7VB 12 Va It D01S +❑ Reviewed and Approved ❑ Revise and Resubmit MODEL• 2608 CR 3CAR
o 1
E /11 c ❑ Reviewed with Notations ❑ Not Reviewed (see explanation) ADDRESS: 8694 WATERSTONE BLVD
D01S LOT I BLOCK: 33IPH3
B 10 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. SUBDIVISION: I WATERSTONE
D01S This check is only for review of general conformance with the concept of the project and
14-04-00 6-08-00 10-04-00 BQ9 CITY: FT PIERCE
general compliance with the information given in the contract documents. The contractor is
D01 responsible for confirming and correlating all quantities and dimensions; selecting fabrication DRAWN BY• KSANCHEZ
808C o processes and techniques of construction; coordinating his work with that of all other trades and JOB # 2867055
o c c performing his work in a safe and satisfactory manner D E: 9/10/2021 SCALE: NTS
Dot FDS ENGINEERING ASSOCIATES
N
O
c ry 607 ry &PCAN DATE- 2021
D02 m Date: 12/10/2021 By: BH REVISIONS:
B06C
F01 Submittal No.: Project No.:21-10553 ProjectEng.: Luis Terre 1-
B05
Project Name: Adams Homes - Ft. Pierce - Lot 33 Ph.3 2.
3.
VERIFY ALL DIMENSIONS AND CEILING COMMONS PRIOR TO APPROVAL 4.
B05 SOME CEILING FRAMING REGURED IN FIELD BY BUIDER
MAIN YAN FORCE RESISTING SYSTMNVC NYERIOYnND ASC046 IMPORTAN
ENCLOSED
EXPOSURE CATEGORY C
B05 OCCUPANCY CATEGORY II This Drawing Must Be �an
oved And .r
"Arm LOAD IN MPH Retuned Before Fabon Will Builders
I
WIND IMPORTANCE FACTOR T.O6 -
604 TRUSSES HAVE SEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD UVE LOAD Begin. For Your ProtecCheck All
NONCONCURRENT WITH ANY OTHER UVELOADS Dimensions And Conditions Prior To
m A royal Of Plan.
ROOF LOADING FLOOR LOADING BO3 SIGNATURE BELOW INDICATES ALL
NOTES AND DIMENSIONS HAVE
13-04-00 8-08-00 9-04-00 30-00-00 18-08-00
TCLL: 20 PSF TCLL• 40 PSF BEEN ACCEPTED. Plant Cit08
FL Road
PSF
3563
60-00-00 BCDL: 10 PSF BCDL: 60 PSF
By Date Ph.(813) 305-1300
Fax (813) 305-1301
TOTAL, 37 PSF TOTAL: 65 PSF
DURATION: 1.26 DURATION: 1.00