HomeMy WebLinkAboutFDS TRUSS PAPPERWORKIF
249 Maitland Ave., Suite )972 04841 E: i Springs. g. 32701
P: (321)972-0491 1 F: (321)972-0484 � E: info@fdseng.com
Website: www.fdseng.com CA#9161
ENGINEERING. ASSOCIATES
August 23, 2019
Building Department
Ref:
Adams Homes
Lot:
Lot 22 BI 61 Sec 8
Subdivision:
Indian River Estates
Address:
5613 Palm Drive
Model:
2010-A-RHG
KA #
19-5851
Truss Company:
Date of drawings:
Job No.:
Wind Speed:
Exposure:
Truss Engineer:
Builders First Source
8-15-19
2046337
160
B
Joaquin Velez
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,
8/23/2019
Carl A. Brown, P.E.
FL. # 56126
01 01 101%
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d REVIEWED WITH NOTATI (SEE EX IEAT OPt)
Corrections or comments made on equipment submittals
4 or shop drawings during this review do not relieve con-
tractor from compliance with requirements of the draw'
-ngs and specifications. This check Is only for review of
general conformance with the design concept of the
c=c)ect and general compliance with the information given
:=1 the contract documents. The contractor Is responsible C3
confirming and correlating all quantities and dimen'
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This Drawing Must Be APPmend And
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Dimensions And Contlitlona Prior To
Conditions
ApPmwl Of Plen.
SIGNATURE BELOW INDICATES ALL
ROOF LOADING
FLOOR LOADING
NOTES AND DIMENSIONS HAVE
TCLL: 20 PSF
TOLL: 40 PSF
BEEN ACCEPTED.
TOOL: OT PSF
TOOL: 10 PSF
BCDL: 10 PSF
BLDL: 5 PSF
By Dab_
TOTAL: 37 PSF
TOTAL: 55 PSF
DURATION: 1.25
DURATION: 1.00
CAUTIONM
DO NOT ATTEMPT TO ERECT
TRUSSES WITHOUT REFERRING TO
THE ENGINEERING DRAWINGS AND
BSCLBI SUMMARY SHEETS.
ALL PERMANENT BRACING MUST BE
IN PLACE PRIOR TO LOADING
TRUSSES (le. SHEATHING,
SNNGLES, ETC.)
ALL INTERIOR BEARING WALLS
MUST BE IN PLACE PRIOR TO
INSTALLING TRUSSES.
REFER TO FINAL ENGINEERING
SHEER FOR THE FOLLOWING.
1) NUMBER OF GIRDER PLIES AND
NAILING SCHEDULE
21 BEARING BLOCK REQUIREMENTS.
3) SCAB DETAILS (IF REQUIRED)
d) UPLIFT AND GRAVITY REACTIONS
WARMING
BackchaMes will Not Be Accepted
Regardless of Fault Without Prior
Notifica8on By Customer WAhln 48
Hours And Inesstlgo6on By
Builders First Source.
NO EXECPTIONS.
The Generel Contractor Is W sPonsibla
For All Co radians Other Than Tiues
to TNsa, Goals Shaer Wall, And
Connections. Temporary and
Permanent Bracing, And Coiling And
Roof Diaphragm Conn..ders.
ROOF PITCH: W12
CEILING PITCH: 3112
TOP CHORD SRE: 2 X 4
BOTTOMCHORDS2E 2X4
OVERH/WG LENGTH: IV
ENDCUT: Plumb
CANTILEVER: —
TRUSS SPACING: 24"
BNIDING CODE: FBC201T
BEARING HEIGHT SCHEDULE
BUILDER: -
Adams Homes
PROJECT.
Single Family
MODEL:
2010 A 1 OX20 LANAI
ADDRESS: 5613 PALM DR
LOT/ BLOCK:
I 2V61/8
SUBDMSION:
CITY: FORTPIERCE
DRAWN BY: KTEUBER
JOB 8: 2046337
IMsa019
DALE: SCALE: NTS
PLANDAM-1 2019
REMSION3:
I:
a.
3.
4.
�, Bl llld@t'S
.FirstSource
"a M,.d Road
Plant City, FL 33563
Ph.(813) 305-1300
Fax (813) 305-1301