HomeMy WebLinkAboutENGINEERING LETTER - TRUSSA
Ll �249 Maitland Ave, Suite 1)97 Altamonte Springs FL 32701
comP:(321)972-04911F:(321)972-04841E:info@fdseng.com�Y fila' Website: www.fdsenc.com CA#9161
ENGINEERING ASSOCIATES
April 29, 2019
Building Department
Ref: Adams Homes — St. Lucie County
Model/Elevation: 1820 B RH
Lot/Block: Lot 4 B15 Sec 34
Subdivision: Waterston
Wind Speed: 160
Exposure: C
BFS# 1755742
KA # 19-2903
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
complieswith 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
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No 8212ra
4/29/2014*
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"Doing Business with a Service Mindset and an Eye for Detail"
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ODD SPACE
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k c'Itsffi i a U REVISE AND RESUSMII
0 REVIEWED WITH NOTATIONS ❑ NOT REVIEWED
(See Explanation)
Corrections or comments made on equipment submittals
or shop drawings during this review do not relieve co(
tractor from compliance with requirements of the oraw-
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 io responsible
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 ^ 2 q —1 01 BV
Submittal No. Project No. Project Eng`''Ld
,olecl Name -
SCANNED
BY
St. Lucie Cour
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IMPORTANT
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This Drawing Must Be Approved And
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Retemed Before Fabrication Will
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Protection You Prota All
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Dian
Dimensions And Conditlons Prior To
APBELO Of Plea.
SIGNANI✓E BELOW fINMCATES ALL
ROOF LOADING
FLOOR LOADING
NOTES AND DIMENSIONS HAVE
TCLL' 20 POP
TCLL 40 PSF
BEEN ACCEPTED,
TCDL 07 POP
TCDL• 10 POP
BCOU 10_POP
BCDL 5 POP
By Date_
TOTAL: .3T POP
TOTAL,- 55 POP
DURATION: 1.25
DURATION: 1.00
CAUTIONM
DO NOT ATTEMPT TO ERECT
TRUSSES INMIOUT REFERRING TO
THE ENGINEERING DRAWINGS AND
BSCI481 SUMMARY SHEETS.
ALL PERMANENT BRACING MUST BE
IN PLACE PRIOR TO LOADING
TRUSSES (W. 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
Beckeharges WO Not Ba Accepted
Regardless of Fault WAhout Prior
Notification By Custork r WMIn 48
Hours And InsesUptien By
Builders Fbs1 Source.
NO EXECPTIONS.
The General Contractor le Roaponsibla
For All Connections War Than Truss
to Truss. Gable Shear Wall, And
Connectiena. TempOnry and
Pamanent Bracing, And CeUing And
Roof Diaphragm Connections.
ROOF PITCH: W12
CEILING PITCH: M2
TOP CHORD Ste: 2 X4
BOTTOM CHORD SIM: 2 X4
OVERHANG LENGTH: (S-
END CUT: Plumb
CANTILEVER: —
MUSS SPACING: 26-
BUILDING CODE FBC2017
BEARING HEIGHT SCHEDULE
BUILDER:
Adams Homes
PROJECT:
Single Family
MODEL
1820 B
ADDRESS: 5313 SAN BENDETrO PL
LOT I BLOCK:
415134
SUBDIVISION:
CITY: FORTPIERCE
DRAWN BY: KTEUBER
JOB 0: 1755742
DATE: 04Q4Q019 SCALE: TITS
PLAN DATE W19
REVISIONS:
1.
L
4.
L, Bu.■Y`rs
FrstSoultce
MOB Airport Road
Pares Cdy, FL 33563
Ph. (813) 30S1300
Fax (813) 3054301
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