HomeMy WebLinkAboutENGINEERING LETTER - TRUSS249 Maitland Ave, Suite 3000 Altamonte Springs, FL 32701
P: (321)972-04911 F: (321)972-0484 1 E: info@fdseng.com
LP L) Website: www.fdsong.com CA#9161
ENGINEERING ASSOCIATES
File CoPY
April 29, 2019
Building Department
Ref- Adams Homes — St. Lucie County
Model/Elevation: 2265 2CF B RH
Lot/Block: Lot 10 BI 2 See 34
Subdivision: Waterstone
Wind Speed: 160 SCANNED
Exposure: C BY
BFS# 1755723 St Lucie County
KA # 19-2905
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,
4/29/2019
Carl A. Brown, P.E.
FL. # 56126
0",
V.,
No 8212
4/29/2 9
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IQ AtllkviED U REVISE AND RESUBMII
0 RiEVIEWED WITH NOTATIONS [3 NOT REVIEWED
(See Explanation)
Goff actions or comments made on equipment submittals
or shop drawings during this review do not relieve col
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 responsiblo
for confirming and correlating all quantities and dimen.
sions; 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.
FLORIDA DESIGN SOLUTIONS, INC.
Date Lf — 2 '7 — I q By
Itubmittal No. Project No. -Project Eng.
oint Name -
SCANNED
BY
St. Lucie County
To
�MQUVMDNMDWB�R
IMPORTANT
�I. MOt A, r000d
..00.
�nd
t W,
Rot�ed Before F
BI. For Your �
And 0
Appooval
SIGNATURE BELOW INDICATES ALL
ROOF LOADING
FLOOR LOADING
NOTES AND DIMENSIONS 11AW
TCLL-. 20 PSIF
0 PSF
BEEN ACCEPTED.
TOOL: 07 PSF
IC13L. 10 PSF
BCDJ,- .10 PVF
M101J. 5 PSF
SY-0-tik—
TOTAL�- 37 PSF
TOTAI�- 55 PSF
DURATION- 1.n
DURATION: 1.00
CAUTIONM
M NOT ATTEMPT TO ERECT
TRUSSES WIT-IOUT �MRRING TO
Tlit! ENGINEERING DRAWINGS AND
�I SUMMARY SMSTS.
ALL PERMANENT BRACING MUST BE
IN PLACE PRIOR TO LOADING
TRUSSES. r. SIREAWING,
SMNSLE% ETC.)
ALJ- PITERIOR BEARING WALLS
MUST SE IN PLACE PRIOR TO
INSTA-UNG TRUSSES.
REFER I'D FKAL ENGINEERING
SHEETS FOR THE FOLLOWING.
1) NUMBIER OF GINGER P11W AND
MAILING SCMEDULE.
3) SC.!N3 DETAILS OF REQUIRIED)
4) UPLIFT AND GRA� REACTION&
WARNING
B,,c�hmzgOWMN*tBaAcwpttd
No. �d By
Buildem FOt Some.
NO EIIECIPMONS.
T,o GoMMI Coitt,actor Is Respohalblo
For At Connead.. Ottv,,�. Tivo.
to Tmsa, �k Shou MR, And
Pe�n@M �dns, �d Ctling �d
Roof Mplv,atint Conmedons.
ROOFP1TCF1: 6112
CEL[MG PMM- U12
TOPCHORDSM' 2X4
BOTTOMMORI)SUE- 2X4
O�ERHANG LENG� - IV
END CUT: P�
CANTI�-
MUSS SPACINQ 2C
BUILDING CODE' MC2017
SEARING MGM SCM]ULE
Legmd
. fr� BEARING
iHatch
MIO'-66BEARING
WIT-4*13EARING
BU1U0ER:-
Adams Homes
PROJECM.
Single Family
MODEL�-J
2265 B 2CAR
ADDRES11:1 NO WAMRSTONE BLVD
LOTiBLOC�-
SUBMSIM.
City. FORT PIERCE
DRAM By. KIEUBER
50B 0 1755723
-AM.]
1PLANDAM-1 2019
RMNIONS,-
1.
6ARStSoLum
4103 Ai�.Ii ROd
PWM City, M 33563
M (813) 10543,10
F.(813)30-1301