HomeMy WebLinkAboutENGINEERING LETTER - TRUSSFile Co
249 Maitland Ave, Suite 3000 Altamonte SprS 701
P: (321)972-0491 1 F: (321)972-0484 1 E: info@fdseng.com
UUu Website: www.fdseng.com CA#9161
ENGINEERING ASSOCIATES
April 29, 2019
Building Department
Ref:
Model/Elevation:
Lot/Block:
Subdivision:
Wind Speed:
Exposure:
BFS#
KA#
Adams Homes — St. Lucie County
2010 ALH
Lot 8 Bl 2 Sec 34
Waterstone
160
C
1755755
19-2101
To whom it may concern,
SCANNED
BY
St. Lucie County
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,
BO oro
ENS '.
4/29/2019 d • ��G 4/'28/2�9
N 62126
Carl A. Brown, P.E. * T _d~IvI. Born W
FL. # 56126
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8 AeitewED t_.l REVISE AND RES1.1801
13 REVIEWED WITH NOTATIONS ❑ NOT REVIEWED
(See Explanation)
Corrections Or comments made on equipment submittals
or shop drawings during this review do not relieve cot
tractor from compliance with requirements of the crew-
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 corralating all quantities and dimen-
sions; selecting Fabrication processes and techniques cl
construction; coordinating his work with that of all other
trades and performing his work in a safe and satisfactory
manner.
FLORIDA DESIGN SOLUTIONS, INC.
Due y 2 - G _ By
submittal NO. Project No. Project Eng. -+- o
,elect Name
ae�m°, ,To..�.0
ue+wen rvw ¢w. ", rsucs srwm xvo.".
IMPORTANT
oem
V.."useconc
r nreoane
ThisAPPmnd And
�eiA �"
axe r¢rca.w
turned Were
Returned BNam Fabricationwill
Fa
Neewmo�am°Ei meonoaewmuvsmm
Beg'm. For Your Protection Check All
wrxkxaxw r'mm`aiec°nswe�
eo
Dimensions And Conditions Prior To
Approval Of Plan.
SIGNATURE BELOW INDICATES ALL
ROOF LOADING
FLOOR LOADING
i
NOTES AND DIMENSIONS HAVE
TCLL: 20 PSF
TCLL: 0
PSF
BEEN ACCEPTED.
TCDL: 07 PSF
TCDL: 10
PSF
BCDL• 10 PSF
BCDL• 5
PSF
By Dats
TOTAL 07 PSF
TOTAL: 56
PSF
DURATION: 125
DURATION: 1.00
uG NOI ATTEMPT TO ERECT
TRUSSES WITHOUT REFERRING TO
THE ENGINEERING DRAWINGS AND
BSCIAI1 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.
11 NUMBER OF GIRDER PLIES AND
NAILING SCHEDULE.
2) BEARING BLOCK REQUIREMENTS.
0) SCAB DETAILS (IF REQUIRED)
4) UPLIFT AND GRAVITY REACTIONS.
WARNING
Backcharges Will Not Be Accepted
ReSerdlms, of Fault Without Prior
Notification By Customer Whin 4e
Hours And Investigation By
Builders First Source.
NO EXECPTIONS.
to Truss, Gablo Shear Well.
ROOF PITCH: W12
CEILING PITCH: 0112
TOP CHORD SIZE: 2X4
BOTTOM CHORD SIZE: 2 X 4
OVERHANG LENGTH: 1V
END CUT: Plumb
CANTILEVER.- —
TRUSS SPACING: W
BUILDING CODE: FSCI0IT
BEARING HEIGHT SCHEDULE
<�. r.1., 1, 141'
¢miff 11 i
M, admem
Fr JtSOUMe
4408 Alrport Road
Plant City, FL 00660
Ph. (8131 005-1100
Fax (810) 006-0001