HomeMy WebLinkAboutENGINEERING LETTER - TRUSSow'
249 Maitland Ave, Suite 3000 Altamonte Springs, FL 32701
P: (321)972-0491 1 F: (321)972-0484 1 E: info@fdseng.com
LP Website: www.fdsenc.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
1780 BLH
Lot 6 B15 Sec 34
Waterstone
160
C
1755734
19-2904
To whom it may concern,
SCANNED
St Lucie countil
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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X de?born U REVISE AND RESUBMIT
❑ REVIEWED WITH NOTATIONS ❑ NOT REVIEWED
(See Explanation)
Corrections or comments made on equipment submittals
or shop drawings during this review do not relieve col
tractor from compliance with requirements of the craw-
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 c
construction; coordinating his work with that of all other
trades and performing his work in a safe and satisfactory
manner.
FLORIDA DESIGN SOLOTIONS, INC.
Dale H - 2A— I q By
.�ubmiltal No. Project No. Project Eng. u'
olect Name•
TCLL•
20
PSF
TCLL:
10
PSF
TCDL'
0
PSF
TCDL•
10
PSF
BCDL
10
PSF
BCDL•
5
PSF
TOTAL•
07
PSF
TOTAL:
55
PSF
DURATION:
115
DURATION:
1.00
klA
Retorted Bofan FabAutlon WJl
BoGia, For Your PmtacNon Cbaca All
Dinwnaiom And C ApproOf Pkn.
n. Pdar Ta
val DIC IN
SIGNATURE BELOW INDICATES E9 ALL
NOTES AND DIMENSIONS NAVE
BEEN ACCEPTED.
By Bab_
CAUTIONIII
DD NOT ATTEMPT TO ERECT
TRUSSES YATHOUT REFERRING TO
THE ENGINEERING DRAWINGS AND
BSCIEISUMMARY SHEETS.
ALL PERMANENT BRACING MUST BE
IN PUKE PRIOR TO LOADING
TRUWES. no. SHEAiMNO,
SHINGLES, ETC.)
ALL INTERIOR BEARING WALLS
MUST BE IN. PLACE PRIOR TO
INSTALLING TRUSSES.
REFER TO FINAL ENGINEERING
SHEETS FOR THE FOLLOWING.. —
1)WMBER OF GIRDER PUSS AND
NARJNG SDI¢DULE.
2) BEARING BLOCK REQUIREMENTS.
2) SCAB DETAILS (IF REQUIRED)
d) UPLIFT AND GRAVRY REACTIONS.
WARNING
Bacl¢baryss WL Not Bo Acupbd
Rasafdleaa of Faun VAMaut Pdor
NofHkadon By C%ndormr Wffdn N
Hours And brvaallladon Sy
Bu. ra Flit 9...
NO EIIECPTIONS.
TM GomN Contractorb Raapomibb
For AD ConmaBana Mor Thin Truss
to Truss, G to Slnar Walk And
Conmcbona. Temporary and
'PamumM Bra. p, And CalOn9 And
Roof wpbrapm Connacflanc:
ROOF PUCK W12
CEIIJNG PITCH: U12
TOP CHORD SIRE: 2 %a
eorlDx aroRo ar,=. zza
OVERHANG LENGTH: Is -
END CUT: Plumb
CANnLEVER:'—
MUM SPACING: 24"
BUILDING CODE FBC2017
BEARING HEIGHT SCHEDULE
BUILDER:-
. Adams Homes
PROJECT:
Single Family
MODEL:
1780 B
AOORESS:1 MISANSENDETTOPL
LOT/BLOCK:
6BIN
SUBOMSION:
CRY: -FORT PIERCE
diAVM BY: KTEUSER
JOB F: - 17557N
DATE 0Y2Y2m9 SCALE NTS
PLAN DATE 2019
REVISIONS:
1.
2.
3.
Ouldim
f, FIal.t ice
. NOS Airyod Road
Plmd DIN. FL =60
PR (610) 205-1000
Fax(S10)205IWI