HomeMy WebLinkAboutTRUSS DRAWING1251 1t5 I Lane, Suite 200
Maitland, Florida 32751
rF D P: (321) 972-0491 1 F: (407) 880-2304 1 E: info@fdseng.com
i!rWebsite: www.fdseng.com
ENGINEERING ASSOCIATES
August 24, 2021
Building Department
Ref:
Adams Homes
Lot:
Lot 21 Ph. 3
Subdivision:
Fort Pierce - Waterstone
Address:
8316 Amalfi Cir.
Model:
2117 CR RHG
KA #
21-12006
Truss Company:
Builders First Source
Date of drawings:
8/19/21
Job No.:
2819524
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. l I q q i 13 t s
Note: Truss ID's may vary.
If you have any questions, please do not hesitate to call
Sincerely,
8/24/2021
Carl A. Brown, P.E.
FL. # 56126
8/24/202
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Scott Lewkowski, P.E.
FL. #78750
FDS Engineering Associates, A TSG Company
"Your Building Code Experts"
Luis Pablo Torres, P.E.
FL. # 87864
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❑f 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:08/26/2021 By -A
Submittal No.: Project No.: 21-12006 Project Eng.: Scott Lewkowski
Project Name: Adams Homes - Fort Pierce - Waterston - Lot 21 Ph3
CONNECTORS SCHEDULE
ROOF TRUSS
Q
ID
MODEL ROOF UPLIFT SYM
0
1 A-11
LUS24 / JUS24
1 895 / 836
4901510
11A'
8
A
HTU261THD26
3600 / 3470
1555 / 2330
ILA
0
B
HTU28 / THD28
4680 / 5040
2140 / 2330
LLB
1
C
HTU26-2 / THD26-2
3600 / 3355
2175 / 2340
1 m
0
D
HTU28-2 / THD28-2
4680 / 5005
3485 / 2595
1 1 w
0
E
HGUS26-2 / THDH26-2
5320 / 5245
2155 / 2340
J IF
0
F
HGUS28-2 / THDH28-2
7460 / 8025
3235 / 3330
1IF
0
G
HGUS26-3 / THOH263
5230 / 5246
2155 / 2340
1 tc
0
H
HGUS28-3 / THDH28-3
7460 / 7836
3235 / 4370
J w
0
J
THJA26 / HJC26
9100 / 8990
4095 / 4370
1 w
3X8NOP
VERIFY ALL DIMENSIONSAND CEILING CONDITIONS PRIOR TO APPROVAL
SONS CEILING FRAUNG REOUIREDIN FIELD BY eUIDER
MAINWIND FORCE RESISTING SYSTEMICL HYBRID WIND ASCE7-10
ENCLOSED
IMPORTANT
EXPOSURE CATEGORY C
OCCUPANCY CATEGORY B
This Drawing Must Be Approved And
IN) LOAD 160 MPH
VAND IMPORTANCE FACTOR 1.00
Returned Before Fabrication Will
TRUSSES HAVE BEEN DESIGNED FOR A 1G0 PSF BOTTOM CHORD LIVE
LOAD
Begin. For Your Protection Check All
NONCONCURRENT Wml ANY OTHER LIVE
LOADS
Dimensions And Conditions Prior To
Approval Of Plan.
SIGNATURE BELOW INDICATES ALL
ROOF LOADING
FLOOR LOADING
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: 66
PSF
DURATION: 1.25
DURATION: 1.00
CAUTIONM
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. (ie. 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 Coiling And
Roof Diaphragm Connections.
ROOF PITCH: 6112
CEILING PITCH: 3/12
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
BUILDER:
Adams Homes
PRoJECT:
Single Family
MODEL.
LANAI
ADDRESS:
8316 AMALFI CIR
LOT/BLOCK:
21PH3
SUBDIVISION:
WATERSTONE
CITY:
FT PIERCE
DRAWN BY:
KSANCHEZ
JOB # :
2819524
DATE: 08r15/2021 SCALE: NTS
PLAN DATE: 1 2021
REVISIONS:
1.
2
4.
4408 Airport Road
Plant City, FL 33663
Ph. (813) 306.13W
Fax (813) 305-1301