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56-382475-001-EE
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!S.DEAIndian River Kenny Sandow
Suitesuite zoz °? y Sheet 1 of 6
Fort Pierce, FL34950 450 SE Naran a Ave.Environntal Constiltants dO ao November 18, 2019
__� h�zl s�� a1a1 a y y s" Port St. Lucie, FL 34983
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4� � ` _• tf �� � k.V. f VN ���•
i\ Lf�;#•. Existing 400 SF
f �h f r. f• Dockand
44 Boatlift to be
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Existing Conditions
r�56-382475-001-EE
OV BNd•"?rmit Number
autheast District
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Property Line '
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Existing 400 SF Dock
and Boatliftto be
replaced Not to scale, for permitt
130 S. Indian River Drive
Kenny Sandow
Suite 202
AR D EA
450 SE Naran a Ave.
Fort Pierce, FL 34950
Environmental Consult_ an (772) 577-4141
Port St. Lucie, FL 34983
11
OiF` 1' 1 .
'fierce, FL 349 C�
4 ENG1N��;r.
ng rposes only
Sheet 3 of 6
November 18, 2019
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Proposed Work
Proposed dock extensions
6' by 10'
10' by 26'
,
Existing
uQ,
Boatlift
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to be ,
i replaced I
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;
Not to scale, for permitting purposes only
5'
tt`��� OF B JV-jP-
ry
4
m Permit Number
4
56-382475-001-EE
Southeast District
Total Dock Size with
Replacement/Extensions
= 720 SF
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A R D EA 130 S. Indian River Drive Kenny Sandow
Suite z02 Sheet 4 of 6
Fort Pierce, FL 34950 450 SE Naranja Ave. November 18, 2019
Environmanfal Consultant (772) 577-4141 Port St. Lucie, FL 34983
Dock Access Section Thru
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SGL Bolts, Nut, Washers
5/8" S.S. (304) w Nut Fully
Threaded @ Bents
2" x 6" Tropical #1 Decking
x^xe^lagr w/minlmal plank spacing,
for Stxngen 2"x 2" P.T. trim on cut edges.
Fasten w #10 3" SS (304)
r. Screws, 2 per Stringer
2" x 8" P.T. SYP, 0.60 treated pine
stringers.
2" x 10' P.T. SYP, 0.60 treated pine
_ MHWL DBL bents
_,_,_, _MEWL..
m
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Barren River Bottom 4.4.4.4.1.4.1.4.4•\
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Min.9" Dia.2.S CCATreated
with 6' minimum embedmta
Dock Access Plan View
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Sttingen W
spacing max.
Center Stringers tied down with
2" x 4" x 12" 0.40 treated pine w
!RFOp;„ pxc3"SSSaews@ea member
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Pr"'� 72451K� t 1-+ The work specified herein has been
J �G ^.� QQ- (� f designed and all work shall be in
p• z accordance with the 2017 Florida Building
1 W rtman R Ar () W j Code (6th Edn.). All codes reference herein
Not to scale, for perrrff .MWe$ a re per the I atest adopted edition.
4RDEAFort 130 S. Indian Suite PieOrce, F River rive
349 0
A;j Environmental Conslilt�Environmental Consult (772) 577-4141
450 SE Naranja Ave.
Port St. Lucie, FL 34983
Sheet 5 of 6
November 18, 2019
1'»myTT wg pEyrm
BOAT LIFr TOP CARRIER REAMS AND
MOUNTINC BRACKETS COMPLY RIrN
MIND LOAD REOUIRCM£NrS OF THL
87N EDITION (20f7) FLORIDA OUILDINO
CWL PER ASYLY 7-f4 AND PER D£9CY
LOAD REOVIREMEHTS Or TNC 2016
EOIrIOH.ALVMINUM ASSOCIATION'S
ALUMINUM DESIGN MANVAL.
BEAMS AND MOUNrMO BRACKETS
wsrAI11D PLR / rC£ LVSrVCODVS. wu
0=0 MINLCIC "SICR IYND SPEED Or
I80 WPM (CIPU=R£ CA IECCRY C OR 0)
owls ARE m BC ASI mw rpm BOAr
1FIS FMW ED A ALOR R24 [LENT,
BLdS
PSAVO PCNrTRATIOII TO BE IV,
INTO THE SANG 007TOM OR S'
INro ROCK STRATA.
SUB-SUftrACC CONDITIONS CAN
morr CRGrLT.-W COMMACIOR
SHALL VERIPY 'ALL PfLr-
CAPACITIES TO COMPLY RIM
2017 FBC. ALL PMICS TO BE
8` MINIMUM DIAMETER
2.0 C.CA PRESSURE TREATED
R.7id7. PRE -STRESSED COKRETE
OR COMPARABLE COVIVALENT.
1`1rf.'1F\ . R -
]/s Im CLECM-C N0:07.
rag ALAS O IISV EACH '
14
Alrlr. 022i0V EACH
TOTAL WATTS'. 2081
4� OF 9IV
Stiff ROA
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Permit Number �
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56-382475-001-EE
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SPECOMALLY FOR VSL btr Br.
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NTR PRUSSrIIAL PAWEAPIC
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PILING
r-TO rLA
12,000 LB. CUDA GEARI17"�qp11p/BOAntvrs AND uAar2 PoucTs
BOAT LIFT (2017 F8C) UCIL/0400 SLLwTT ROAD
TURr PGRC& a .TAs8I
R. H1DE SCAM- NIS Wm' 1/2%I4 RLY r r-8C'WNFD77.9 MRR.rr-flQa ccm
�A R D EA 130 S. Indian River Drive
Suite 202
Fort Pierce, FL 34950
Environmantel ConsLillants
(772) 577-4141
Kenny Sandow
450 SE Naranja Ave.
Port St. Lucie, FL 34983
Sheet 6 of 6
November 18, 2019
ENGINEERING REVIEW.'
BOAT LIFT TOP CARRIER BEAMS AND
MOUNTING BRACKETS COMPLY WITH
WIND LOAD REQUIREMENTS OF THE
6TH EDITION (2017) FLORIDA BUILDING
CODE, PER ASCE 7-10, AND PER DESIGN
LOAD REQUIREMENTS OF THE 2015
EDITION ALUMINUM ASSOCIATlnm'c
ALUMINUM DESIGN MAN
BEAMS AND MOUNTING BRAG
INSTALLED PER HI-77DE INSTRUCTION:
EXCEED ULTIMATE DESIGN WIND SPE
180 MPH (EXPOSURE CATEGORY C
BOATS ARE TO BE REMOVED FROM ,
LIFTS PRIOR TO A MAJOR WIND EV
PILINGS.'
PILING PENETRATION TO BE 10'
INTO THE SAND BOTTOM OR 5'
INTO ROCK STRATA,
SUB —SURFACE CONDITIONS CAN
VARY GREATLY, THE CONTRACTOR
SHALL VERIFY ALL PILE
CAPACITIES TO COMPLY WITH
2017 FBC. ALL PILINGS TO BE
8" MINIMUM DIAMETER
2.5 C.C.A PRESSURE TREATED
WOOD, PRE —STRESSED CONCRETE
OR COMPARABLE EQUIVALENT.
0
Moo rn
Q m
00r
3/4 HP ELECTRIC
10.8 AMPS ®115V CFip
5.4 AMPS ® 230V C
QUAN7ITY.- 2
TOTAL WATTS 248 m
NOTE TO EXAMINER:
THIS CERTIFIED ENGINEERED
DRAWING HAS BEEN PREPARED
SPECIFICALLY FOR USE ONLY BY..,
OOOppp Ovvv vvvv°v000Ooo
oo°P m B o°
v O� DOE qrs 4�
O F F
t NO.43855 'P
NROVED NOV 14 J1
O STATE OF 0=
O R 1 O P 6 Zoe
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ROGER BASER
P.E. NO. 43855
'CR PROFESSIONAL ENGINEERING
C.A. NO. 26957
1014 NW PINELAKE DR.
STUART,, FL J4994
ING MOUNTING TABS
IMUM (2) 3/8" DIA. SS LAG
.TS FOR WOOD PILING OR
CONCRETE ANCHORS FOR
ICR£TE PILINGS PER PILING
)UIRED.MINIMUM (2) 3/8"
SS CARRIAGE BOLT FOR
"ACHING MOUNTING TAB TO
LIFT REQUIRED PER PILING.
MOUNTING TAB CONSTRUCTED
FROM 1/4" X 2" ALUMINUM
6061—T6 FLAT BAR.
12,000 LB. CUDA GEAR BOATLIFTS AND MARINE PRODUCTS
BOAT LIFT (2017 FBC) g0 I 4050 SELVITZ ROAD
FORT PIERCE, FL 34987
R. HYDE SCALE: NTS DATE: 1/2/18 REV:1 1-800-544-0735 www.hi-tide.com