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1 12'-7Yz' I. 12'-0" 1.
Plan View
PILING NOTES
0TOP OF 8' PILING — 6' ABOVE DECK ELEVATION
0TOP OF 8' PILING — 3' ABOVE DECK ELEVATION
Q TOP OF 8' PILING — UNDER DECK ELEVATION
CONTRACTOR NOTES
1. PLANKED DECKING: MINIMUM 1/2' GAP
2. TERMINAL SIZE: 160 SO. FT.
3. DECKING HEIGHT: MINIMUM 5' ABOVE MHW/OHW
4. PILING INSTALLATION: LOW PRESSURE PUMP JETTING
MANGROVE NOTES
1. THE WIDTH OF THE PILING —SUPPORTED STRUCTURE
ENTRY IS LIMITED TO A MAXIMUM OF 4 FEET.
2. THE LOCATION AND ALIGNMENT OF THE PILING —
SUPPORTED STRUCTURE IS THROUGH THE
NARROWEST AREA OF THE MANGROVE FRINGE
3. THE PROPOSED LOCATION OF THE DOCK STRUCTURE
AVOIDS ALTERING ANY EXISTING MANGROVE.
JOHNSON'S SEAGRASS NOTES
1. A JOHNSON'S SEAGRASS INSPECTION WAS PER—
FORMED BY RON A. DEGRAZIA ON 04/09/20.
2. NO JOHNSON'S SEAGRASS WAS OBSERVED.
24' MAX. SPAN
: DOCK ENTRY LOCATED
DaSITNG MANGROVE OPENING 1�1�71
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38'-0" PROPERTY FRONTAGE
RESIDENCE
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EXISTING
WIDE
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DOCK &
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BOAT LIFT
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TABULATION
725 s,f. EXISTING DOCK
375 s,f. PROPOSED DOCK
350 s,f, NET REDUCTION
DESIGN CRITERIA (FBC 2017
WIND SPEED - 16OMPH Vult
RISK CATEGORY - I
EXPOSURE = D
ENCLOSURE OPEN
IMPORTANCE FACTOR gCE7) - 0.77
RESULTANT WIND PRESSURE - 40.96 PSF
HANDRAIL LOAD o. 50PLF
= 200LB CONCENTRATED
INTERMEDIATE RAILS - 50 LB ON 15F AREA
MATERIALS SPECIFICATIONS
WOOD: ALL WOOD MEMBERS SHALL BE NO.2 OR
BETTER SOUTHERN YELLOW PINE (UNLESS OTHERWISE
SPECIFIED). PRESSURE TREATED IN ACCORDANCE
WITH THE A.W.PA STANDARD C-18 FOR MARINE
CONSTRUCTION. THE PRESERVATIVE USED SHALL
BE A WATERBORNE TYPE SUCH AS 'B' OR 'C' AS
COVERED IN FEDERAL SPEC. Tr—W-535, AND
A.W.PA STANDARDS P5, C2, AND C14. ALL WOOD
TO BE STRAIGHT. TRUE, AND FREE FROM SPLINTS,
WANE OR OTHER OBJECTIONABLE DEFECTS. BOLT
HOLES SHALL BE DRILLED TO THE BOLT
DIAMETER AND THEN HAMMERED INTO PLACE
PILINGS SHALL BE TREATED WITH NOT LESS THAN
2.5 LBS./C.F. OF C.CA PRESERVATIVE SALTS IN
WITH A.W.PA STANDARD C-18.
60 PSF Total Loud
40 PSF Live Load #10 x 3' STAINLESS -STEEL DECK SCREWS
20 PSF Dmd Load 2 PER DECK BOARD AT EACH STRINGER`
10 x 3' STAINLESS -STEEL SCREWS
PER EACH STRINGER/PILING CONNECTION
REVIEWED FOR
ODE COMPLIANCE
T. LUCIE COUNTY
BOCC
Typical Dock Detail
PROPOSED
DOCK &
BOAT LIFT
Site Plan / Survey
7,000#
BOAT LIFT
PROFILE
12' MAX. SPAN
f
z
1.
rd
W
LS' x 5.5' 'Narb* Deck' P/T DECKING r/I/Z' GAP
2 x 8 P/T STRINGER
5/8' STAINLESS -STEEL ALL -THREAD
r/NUT/WASHER EACH END
2 x 8 P/T BENT TYP.
8' MARINE GRADE PILINGS
■ Pilings set to 6' minimum enbednent
KNIGHT, McGUIRE &ASSOCIATES, INC.
CONSULTING ENGINEERS AND PLANNERS
80 ROYAL PALM POINTE, SUITE 401 VERO BEACH, FL 32960
PHONE: (772) 569-5505 FAX: (772) 569-1455
CERTIFICATE OF AUTHORIZATION NUMBER — 00006335
Vero Dock,Baade Dock
5313 Montego Circle, Ft. Pierce, FL 34949
s
DATE.- DATE. 2 2 2020A
Scott B. McGuire, P.E. David S. Knight, P.E.
Fl. Reg No. 39573 Fl. Reg No. 41060
CORE Marine Contractors, Inc.
P. 0. Box 643711 Vero Beach, FL 32964
772.234.4228 Phone 888.858.1492 Fax
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Plan View
Scale: 3/8" = 1'.0�'T""�,,,
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IF
91
MAY 12 320
ST. Lucie County,
General Notes:
• Design in accordance with Florida Building Code, 6th Edition (2017).
• This lifting structure has been designed to withstand wind foods associated with speeds of V
(ult) = 180 MPH, (3 Second Gust) Exposure 'D' without a boat on the lift per ASCE 7-10
using above ground sign/wall method. The lifting structure including boat has been designed
to withstand wind speeds of V (ult) = 73 MPH in Exposure V.
• Boats shall not be stored on lift during high wind events.
• Do not scale drawings for dimensions.
• Licensed Contractor to verify location of existing utilities prior to commencing work.
• The Licensed contractor to install and remove all shoring and bracing as required for the
proper installation of the work.
• Licensed Contractor to obtain all permits as necessary from all Local, State, and Federal
agencies.
• Aluminum: Material 6061 T6 Aluminum, all welds are min. }° full fillet weld using 5556 filler
alloy, all welding must conform to AISC steel construction manual 14th ED as inspected and
verified by others. The contractor is responsible to insulate aluminum members from
dissimilar metals, to prevent electrolysis.
• Aluminum members in contact with concrete and wood shall be protected by 'Koppers
Bituminous Paint` or Polyethylene Tape UHMW (ultra high molecular weight). 11.7 mils (0.30
mm) min. total thickness in accordance with current Florida Building Code.
• All anchors to be MIN Brand br Approved Equal. All bolts shall be hot dipped galvanized or
stainless steel & meet the requirements of ASTM A304 with hardened washers and hex nuts.
Washers shall be used between wood & bolt head & between wood & nqt. Where generic
fasteners are labeled in details, capacities shall be equal to or greater than Hilti Kwik Bolt
11 or Red Head thru bolts SAE Grade 5 or better. Embedment depths specified herein are
depths into solid substrate and do not included thickness of other finishes.
• MW Engineering has no control of the manufacturing, performance or installation of this
product. These generic plans were engineered in accordance with accepted engineering
practices and data provided by the manufacturer.
• Ptles shall be dnven to refusal and suffiaently penetrated into sand or rock strata to
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support lift capacity, weight and loads.
• Each pile to carry commensurate load LE 1/4th lift capacity for 4—post lift (Factor of
CC
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Safety of 1.5)
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• Allowable minimum compression pile capacity of 5 tons.
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• The contractor of record shall verify pile type, installation and driving in compliance with
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FBC 6th ED (2017)
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• Sub —surface conditions can vary greatly.
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DATE NOTES REVISIONS NOT VALIDVA%9ff SIGTJEtSW �; s� 32
ORIGINAL ENja R'�IGNATURE : <c,. MW, ENGINEERING, INC Proposed 4 - Post Boat Lifts NEPTUNE BOAT LIFTS ten:: o5.,2so,s
01/07/2018 Changed FBC Note A��RID P,.� ��: 902 NE 1 Street Suite DRAWN 9r: wRT
� / C �: 4,500 Ib 228 SW 21 Terrace
'•�NAL EN .�` Pompano Beach, Florida 33060 t� Fort Lauderdale, Florida 33312 wccKEo BY. wn,
�4'"""'�V . Ofc: 754-333-0877 Phone: 954-524-3616 •oe No: o.at•r 32.awg
MARK E. WEBER, P.E. WM.MWEn meerin 24,000Ib
' LICENSE #53895 1 CA 30702 9 9•flet Fax:954-524-3604 Sheet 1 of 3
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Typical -Cross Section A —A
scale. -JIB" = ,11=0" ,
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No.53895
iupport Pile
typical)
(2) J"0 Wedge Anchors Into
Concrete Piles
4" Minimum Embedment
(2) J10 Lag Bolts Into
Wood Piles
4" Minimum Embedment
enter Line of
Ile (Typical)
0.50"0
5" W
, 12" p V ,
5 1 ® Q
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Mounting Bracket Detail w v 0° ' , -
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DATE
NOTES REVISIONS
NOT VALID Sasssr NGNAt6kL�
ORIGINAL ENOINEEfYiS SI
AND FPAl p
S • ,ORtD•.
NAL
-
�� MW, ENGINEERING, INC
902 NE 1 Street Suite#2
�`�� Pompano Beach, Florida 33060
Ofc: 754-333-0877
WWW.MwEn In
g� eering.net
Proposed 4 - Post Boat Lifts
p
4,500 Ib
t0
24 000 lb
�
NEPTUNE BOAT LIFTS
228 SW 21 Terrace
Fort. Lauderdale, Florida 33312
Phone: 954-524-3616
Fax:954-524-3604
SCALE: 32
0110712018
Changed FBC Note
DATE: 05.12.2015
DRAWN BY wRT
CHECKED BY. WM
„r, .
MARK E.38951C 3
LICENSE#538951 CA 30702
MS No: Ovotor 3Zdwq
Sheet 2 of 3
C
Center rem/a.
u
Typical Cross Section B—B
Scale: J/8" = 1'=0"
JUN 1 6 2019 PRK E. 14
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at N •I 389p e ?J
A
B
C
D
E
F
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BUNK NOTE:
Or Aluminum Equivalent with
Protective Cap
Components
Lift Capacity
(In Pounds)
4,500
1 7,000
1 10,000
13,000
1 16,000
1 20,000
24,000
Bunk
WKS" Pressure Treated Southern Yellow
Pine #1 - See Bunk Note
3"x10" Pressure Treated Southern Yellow
Pine #1 - See Bunk Note
3"x12" PT
SYP #1
Bunk Bracket Support
a^x2g2"
' Lifter Beam
AA 16"x4.7
AA 18'7c(3.3
AA 18"x7.0
AA 1 10"z10.3
AA 117)(11.91
Sheave Pulley Plate
kx4"x5" Angle
Cable Size
(Stainless Steel)
{6" Diameter 7x19 SS 304^
(1 Part)
Diameter 7x19 SS 304 (2 Part)
is" Diameter 7x19 SS 304
(3 Part)
Piling Mounting Bracket
J"x3"x12" Flat Bar
Carrier Beam End Plate
n"x5" Flat Bar
}"x6" Flat Bar
} x7" Flat Bar
J"x5" Flat Bar
Drive Shaft Bearing Block
2"x3" Flat Bar
Drive Shaft
1-1/2" Nominal Diameter Schedule 80 Galvanized Pipe
Top Carrier Assembly
2 C-Channels Per Assembly
5
AA CS 5"x2.2
AA CS 6"x2.8
AA CS 7"x3.2
AA CS 8"x4.3
AA CS 8"x5.79
Motor Size
(Horse PowerNoltage)
Top Carrier Connector
j"x3"x12" Flat Bar
Guide Post Socket
2" Nominal Diameter Schedule 80 Aluminum Pipe
0
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NOTES REVISIONS
NOT VALID UNL•E N D F
ORIGINAL ENGIK SiJATURE
AND �R)p �•
= ,, .MW ENGINEERING INC
; \\,�= 902 NE 1 Street Suite #2
Pompano Beach, Florida 33060
'� _ Ofc: 754-333-0877
WWW.MwEngineering.net
Proposed 4 - Post Boat Lifts
P 4,500 Ib
to
24,000 Ib
NEPTUNE BOAT LIFTS
228 SW 21 Terrace
Fort Lauderdale, Florida 33312
� Phone: 954-524-3616
Fax: 954-524-3604
SCALE
E' 3
01/07/2018
Changed FBC Note
DATE
W2RT- 15
DRAWN BY:
CHECKED BY: WM
MARK E. WEBER, E.
P.E."
LICENSE#538951 CA 30702
JOB No: Elw"t"r 72ewg
Sheet 3 of 3