HomeMy WebLinkAboutLetter- Truss Design258 Southhall Lane, Suite 200
fiF;Maitland, Florida 32751
DP: (321) 972-0491 1 F: (407) 880-2304 1 E: info@fdseng.com
81 W.bsite: www.fdseng.com
ENGINEERING ASSOCIATES
November 22, 2021
Building Department
Ref:
Adams Homes
Lot:
Lot 60 Blk.1
Subdivision:
Fort Pierce - Waterstone
Address:
8705 Merano Ave.
Model:
1820 B LHG
KA #
21-10144
Truss Company:
Builders First Source
Date of drawings:
8/10/21
Job No.:
2866237
Wind Speed:
160
Exposure:
C
Truss Engineer:
Joaquin Velez
To whom it may concern,
Pill!
t'v �
REVIEWED FOR
CODE COMPLIANCE
S ®e LUCiE COUNT
EOCC
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,
11/22/2021 11/22/2021
Carl A. Brown, P.E. Scott Lewkowski, P.E.
FL. # 56126 FL. #78750
FDS Engineering Associates, A TSG Company
"Your Building Code Experts"
11AI 71111881
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Luis Pablo To es, P.E.
FL. # 87864
CONNECTORS SCHEDULE
ROOF TRUSS
QT
ID
MODEL ROOF UPLIFT SYM
0
A-11
LUS24 / JUS24
895 / 835
490 /510
1 1L-
7
A
HTU26/ THD26
3600 / 3470
1555 / 2330
'w
0
B
HTU28 / THD28
4680 / 5040
2140 / 2330
1LB
0
C
HTU26-2 / THD26-2
3600 / 3355
2175 / 2340
1 Lc
0
D
HTU28-2 / THD28-2
14680 / 5005
3485 / 2596
1 11)
0
E
HGUS26-2 / THDH26-2
5320 / 5245
2155 / 2340
11E
0
F 11
HGUS28-2 / THDH28-2
7460 / 8025 113235
/ 3330
1 iF
0
G
HGUS26-3 / THDH26-3
5230 / 5245
2155 / 2340
J to
0
H
HGUS28-3 / THDH28-3
7460 / 7835
3235 / 4370
1 w
0
J
THJA26 / HJC26
9100 / 8990
4095 / 4370
1 W
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: 11/22/2021 By: ES
Submittal No.: ProjectNo.: 21-10144 ProjectEng.: Luis Torres
Project Name: Adams Homes - Fort Pierce - Waterston - Lot 60 Blk 1 ,
VERIFY ALL DIMENSIONS AM CEILING CONDITIONS PRIOR TO APPROVAL
SOME COUNG FRANJNG REOURED IN FIELD BY SUMER
MAIN YAND FORCE RESISTING SYS WCC HYBRID WINO ASM746
ENCLOSED
EXPOSURE CATEGORY C
OCCUPANCY CATEGORY
MID LOAD 160 MM
1N0ID IMPORTANCE FACTORIA6
TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BORON CHORD LNE LOAD
NONCONCIXUiENT WRH ANY OTHER LNE LOADS
ROOF LOADING
FLOOR LOADING
TCLL•
20
PSF
TCLL•
40
PSF
TCDL:
07
PSF
TCDL:
10
PSF
BCDL:
10
PSF
BCDL•
6
PSF
TOTAL:
37
PSF
TOTAL:
65
PSF
DURATION:
1.25
DURATION:
1.00
IMPORTANT
This Drawing Must Be Approved And
Returned Before Fabrication Will
Begin. For Your Protection Check All
Dimensions And Conditions Prior To
Approval Of Plan.
SIGNATURE BELOW INDICATES ALL
NOTES AND DIMENSIONS HAVE
BEEN ACCEPTED.
By Date
CAUTIONM
DO NOT ATTEMPT TO ERECT
TRUSSES WITHOUT REFERRING TO
THE ENGINEERING DRAWINGS AND
BSCI-Bt 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: 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: 24"
BUILDING CODE: FBC2020
BEARING HEIGHT SCHEDULE
Hatch Legend
=W-0"bearing
®10'-0" bearing
BUILDER:
Adams Homes
PROJECT:
Single Family
MODEL•
1820 B 3CAR
A RESS: 8706 MERANO AVE
T 1 BLOCK:
6011
SUBDIVISION:
WATERSTONE
CITY: FT PIERCE
DRAWN BY: KSANCHEZ
JOB ft : 2866237
DATE: 1 W0812021 1 SCALE: NTS
PLAN DATE: 1 2021
REVISIONS:
1.
2.
3.
4.
Buildersce'riblifing to Serve you better
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Plant City, FL 33563
Ph.(813) 305.1300
Fax(813) 305,1301