HomeMy WebLinkAboutENGINEERING PAPERWORK - TRUSS249 Maitland Ave, Suite 3000 Altamonte Springs„ FL 32701
P:(321)972-04911F:(321)972-04841E:info@fdseng.com
M,6 L '` Website: www.fdseng.com CA#9161
ENGINEERING ASSOCIATES
April 29, 2019
Building Department
Ref: Adams Homes — St. Lucie County
Model/Elevation: 1820 CR RE
Lot/Block: Lot 9 B15 Sec 34
Subdivision: Waterstone
Wind Speed: 160
Exposure: C
BFS# 1755748
KA # 19-2902
To whom it may concern,
SCANNED
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,
4/29/2019
Carl A. Brown, P.E.
FL. # 56126
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File Copy
----_- .. _. A
AelkWED U REVISE AND RESUBIAII
❑ 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 crav-
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 correlating all quantities and dimen-
sions; selecting fabrication processes and techniques cr.
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 'I - 2 c( - 1 Q -By
Submittal No. Project No. Project Eno,
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.—FOR ax'. rN OY6IEFVK NYNII7 M'MtlC£1.10
ROOF LOADING
TCLL: 20 PSF
TCOL' 07 PSF
BCOL: 10 PSF
TOTAL' 27 PSF
DURATION: 1.25
SCANNED
BY
St. Lucie Count%
FLOOR LOADING
TCIL: do PSF
TCOL 10 PSF
MOO. 5 PSF
TOTAL' 55 PSF
DURATION: 1.00
Of plan.
:•TM
DO NOT ATTEMPT TO ERECT
TRUSSES WITHOUT REFERRING TO
THE ENGINEERING DRAWINGS AND
BSCId1 SUMMARY SHEETS.
ALL PERMANENT BRACING MUST BE
IN PLACE PRIOR TO LOADING
TRUSSES. (ie. SHEATHING,
SHINGLES, ETC.)
ALL INTERIOR BEARING WALLS
MUST BE W PLACE PRIOR TO
INSTALLING TRUSSES.
REFER TO FINAL ENGINEERING
SHEETS FOR THE FOLLOWING.
1) NUMBEROFGIRDER PLIES AND
NAILING SCHEDULE
2) BEARING BLOCK REQUIREMENTS.
3) SCAB DETAILS OF REQUIRED)
01 UPLIFT AND GRAVITY REACTIONS.
WARRING
Backchargas Will Not Be Accepted
Ra,p nDe"a of Fault without Prior
Notification By Customer WiNiR all
Hours And lav stigadon By
Builders First Sours..
NO EXECPTIONS.
[• —In
And
ROOF P=H: 6112
CEILING PITCH: 3112
TOPCHORDSIM' 2x4
BOTTOM CHORD SIZE 2 X d
OVERHANG LENGTH: IV
END CUT: Plumb
CANnLEVER: —
MUSS SPACING: 2d-
BUILDING CODE: FBC2017
BEARING HEIGHT SCHEDULE
Hatch Legend
®B' to 10' KNEE WALL
F7MO" BRG WALL
Adams Homes
PROJECT] Single Family
MODFl: 1820 CR
ADDReSS:J 5333 SAN BENDETTO PL
LOT/BLOCK: 1 9/Sl34
'PIERCE
KTEUBE
PLAN DATE 2019
REVISIONS:
1.
2.
3.
l
L, RstSoLime
{doB Ah Port Read
Plant City, FL 33663
Ph.!H3) 305-1360
Fax (813) 3DS4301