HomeMy WebLinkAboutLetter Truss Package Approval. y
249 Maitland Avenue, Suite 3000
Altamonte Springs, Florida 32701
F D P: (321)972-0491 1 F: (321)972-0484 1 E: info@fdseng.com
Website: www.fdseng.com
ENGINEERING ASSOCIATES
December 10, 2019
Building Department
Ref:
Adams Homes
Lot:
Lot 28 Blk. 2
Subdivision:
Waterstone
Address:
8120 Amalfi Cir.
Model:
2265 C RHG
KA #
19-8300
Truss Company:
Builders First Source
Date of drawings:
12/9/19
Job No.:
2177638
Wind Speed:
160
Exposure:
C
Truss Engineer:
Walter P. Finn
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.
Note: Truss ID's may vary.
If you have any questions, please do not hesitate to call.
Sincerely, %`a,,« lolssot,s�
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No 87864
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:• STATE OF ° �w 12/10/2019
Carl A. Brown, P.E. Luis'P '4Tgws3 C�1�.h" Todd M. Born, P.E60?1
FL. # 56126 FL. # �`��� �! A E '� �o �' FL. # 8212,�
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"Doing Business with a Service Mindset and an Eye for etail"
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ROOF TRUSS
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MODEL ROOF UPLIFT SYMBOL
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3 X 8 NOP
1,4 REVIEWED
REVIEWED WITH NOTATIONS
❑ REVISE AND RESUBMIT
❑ lSOT�VIEEWnEDD
Corrections or comments made on equipment submittals
or shop drawings during this review do not relieve con-
tractor from compliance with requirements of the draw-
ings and specifications. This check is only for review of
general conformance with the design concept of the
project and general compliance with the information given
in the contract documents. The contractor is responsible
for confirming and corelating all quantities and dimen-
sions, selecting fabrication pnxesses and techniques of
construction, coordinating his work with that of all other
trades and performing his work in a safe and satisfactory
manner.
rF1L RI A DESIGN SOLUTIONS, INC.
Date �� BY
Submittal Bo. Project No' Project Eng
Project Name;
VERIFY ALL DO&MIONS AND CEILING COMMONS PRIOR TO APPROVAL
SOW CEIING FRANNG REOUIRED IN FIELD BY BULDER
MAIN MD FORCE RESISTING SYSTEW- HYBRID YeNO AS. 4.
ENOLOSED
IMPORTANT
EXPOSURE CATEGORY C
OCCUPANCY CATEGORY I
This Drawing Must Be Approved And
LOAD PH
WIND M N
WIND LOAD '1FACTOR 1.00
Returned Before Fabrication Will
TRUSSES HAVE BEEN DESIGNED FOR A 100 PSF BOTTOM CHORD UVE
LOAD
Begin. For Your Protection Check All
NONCGNCURRENW WRH 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: 5
PSF
By Date
TOTAL: 37 PSF
TOTAL: 65
PSF
DURATION: 1.26
DURATION: 1.00
CAUTIONHI
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. lie. 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: 0112
TOP CHORD SIZE: 2 X 4
BOTTOM CHORD SIZE: 2 X 4
OVERHANG LENGTH: 16"
END CUT: Plumb
CANTILEVER: —
TRUSS SPACING: 24"
BUILDING CODE: FBC2017
BEARING HEIGHT SCHEDULE
Hatch Legend
L�I
W BEARING
BUILDER:
Adams Homes
PROJECT:
Single Family
MODEL:
2265 C 2C
ADDRESS:
8120 AMALFI CIRCLE
LOT / BLOCK:
2812
SUBDIVISION:
CITY: I
FT PIERCE
DRAWN BY:
K TEUBER
JOB # : 1
2177638
DATE: 11210712019 1 SCALE: NTS
PLAN DATE:
2019
REVISIONS:
1.
2.
3.
4.
6, ani�
F IrsMtSoUr+ce
4408 Airport Road
Plant City, FL 33563
Ph. (813) 306-1300
Fax (813) 305-1301