HomeMy WebLinkAboutLetter - Truss Design PackageI'
258 Southhall Lane, Suite 200
F D Maitland, Florida 32751
P: (321) 972-0491 1 F: (407) 880-2304 1 E: info@fdseng.com
Website: www.fdseng.com
ENGINEERING ASSOCIATES
November 22, 2021
Building Department
Ref:
Adams Homes
Lot:
Lot 114 Bilk. Ph3
Subdivision:
Fort Pierce - Waterstone
Address:
5337 Lugo St.
Model:
1820 B RHG
KA #
21-10561
Truss Company:
Builders First Source
Date of drawings:
9/14/21
Job No.:
2866952
Wind Speed:
160
Exposure:
C
Truss Engineer:
Andrew Johnson
To whom it may concern,
REVIEWED FOR
CODE COMPLIANCE
Sim LUCIE COUNTY
S®CC
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.
Ilan.
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"
Luis PabIV Torres, P.E.
FL. # 878164
1
1i
3112 VLT
3/12 VLT
3112 VLT
BRG
X IA
.nA
10'-0" CLG
to
.LIA
3112 VLT
3112 VLT
3/12
ODD SPACE
ODD SPACE
CONNECTORS SCHEDULE
ROOF TRUSS
m
Ip
MODEL ROOF UPLIFT SYM
0
A-11
LUS24 / JUS24
895 / 835
490 /510
ILK
7
A
HTU26/ THD26
3600 / 3470
1555 / 2330
ILA
0
B
HTU28 / THD28
4680 / 5040
2140 / 2330
ALB
0
C
HTU26-2 / THD26-2
3600 / 3355
2175 / 2340
1 Lc
0
D
HTU28-2 / THD28-2
1468015005
3485 / 2595
l<p
0
E
HGUS26-2 / THDH26-2
5320 / 5245
2155 / 2340
1 LF
0
F
HGUS28-2 / THDH28-2
7460 18025
3235 / 3330
1 IF
0
G
HGUS26-3 / THDH26-3
5230 / 5245
2155 / 2340
1 Lo
0
H
HGUS28-3 / THDH28-3
7460 / 7836
3235 / 4370
1 LH
0
J
THJA26 / HJC26
9100 / 8990
4095 / 4370
1 W
3X8NCP
El 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.: Project No.: 21-10561 Project Eng.: Luis
Project Name: Adams Homes - Fort Pierce - Waterston - Lot 114 Blk Ph3
VERIFY ALL DIMENSIONS MID CEJLING CONDITIONS PRIOR TO APPRWl
SORE CEILING FRAM19NG REQUIRED IN FIELD BY BUODER
IMN MO FORCE RESISTING SYSTEM NYSWD W ASCE7-16
ENCLOSEO
E%POSURE CATEGORY C
OCCUPANCY CATEGORY
WIN LOAD 160 MPH
WIND IMPORTANCE FACTOR 1.W
TRUSSES HAVE SEEN DESIGNED FOR A 1MC FSF BOTTOM CHORD U VE LOAD
NONCONCIIRiffM WITH ANY OTHER LIVE 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: 1.26 DURATION: 1.00
IMPORTANT
This Drawing Must Be Approved And
Retumed 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
CAUTION!!!
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. (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.
rho 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: IV'
END CUT. Plumb
CANTILEVER: —
TRUSS SPACING: 24"
BUILDING CODE: FBC2020
BEARING HEIGHT SCHEDULE
Hatch Legend
=8'-0" bearing
®10'4' bearing
BUILDER:
Adams Homes
PROJECT: Single Family
MODEL: 1820 B 3CAR
DRESS: 6337 LUGO ST
LOT / BLOCK: 1 114 PH3
SUBDIVISION: I WATERSTONE
CITY: FT PIERCE
DRAWN BY: KSANCHEZ
2866952
DATE: 09/13/2021 SCALE: NTS
PLAN DATE: 2021
REVISIONS:
1.
2.
3.
4.
4408 Airport Road
Plant City, FL 33563
Ph.(813) 305.1300
Fax (813) 305-1301