HomeMy WebLinkAbout1605-0174 ENGINEERING BOAT LIFTGeneral Notes:
Design in accordance with Florida Building Code, 5th Edition (2014).
• This lifting structure has been designed to withstand wind loads associated with speeds of V (ult)
= 175 MPH, (3 Second Gust) Exposure V 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. 4" full fillet weld using 5556 filler alloy,
all welding must conform to AISC steel construction manual 13th 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 Hilti Brand or 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 & nut. Where generic -
fasteners are labeled in details, capacities shall be equal to or greater than Hilti Kwik Bolt Il 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.
Plan View
Scale: 318" = 1 '=0"
as 29 FILE Copy
®16
DATE NOTM/RMONs NOT VALID UNLESS SIGNED WITH �/ Ste` 32
ORIGINAL ENGINEER'S SIG NATURE MW, ENGINEERING, INC Proposed 4 - Post Boat Lifts NEPTUNE BOAT LIFTS. DATE: 05.12.2015
AND RAISED EMBOSSE EAL 6810 NORTH STATE ROAD 7
4,500 lb 228 SW 21 Terrace DRAWN BY. DART
COCONUT CREEK, FL 33073 to Fort Lauderdale, Florida 33312 CHECKED BY: WM
Mob: 561-305-0476 1 Ofc: 954-617-8143 _ Phone: 954-524-3616 JOB No: Elevator 32.dwg
MARKE. WEBER, P.E. VVM.MwEn ineerin net 24,000 lb Fax: 954-524-3604
LICENSE #53895 1 CA 30702 9 9• Sheet 1
1
ood Pile or
oncrete Pile
I
� 4 I
Typical Cross Section A —A
Scale: 3/8" = 1'=0"
Dimensions
Lift Capacity
(In Pounds)
4,500
7,000
10,000
13,000
16,000
20,000
24,000
1
12'-6"
12'-6"
12'-6"
12'-6"
12'-6"
12'4'
15'
m
2
4
4'
4'
4'
4'
4'
4'
0
3
12'
12'
12'-6"
12'.6"
14'
14'
16'
N
E
4
12'
12'
12'
12'
12'
14,
18,
Recommended
10"
10"
10"
10"
10"
12"
12"
Pile Diameter
(2) �10 Lag Bolts Into
Wood Piles
(2) J"0 Wedge Anchors Into 4" Minimum Embedment
Concrete Piles
4" Minimum Embedment ambi
enter Line of
ile (Typical)
0.50"0
12"
Mounting Bracket Detail
DATE
NOTO/MMM
NOT VALID UNLESS SIGNED WITH
ORIGINAL ENGINEER'S SIG TURE
AND RAISED EMBOSSED L
MW, ENGINEERING, INC
6810 NORTH STATE ROAD 7
COCONUT CREEK, FL 33073
Mob_ : 561-305-0476 1 Ofc: 954-617-8143
WWW.MwEn Ineerin
9� g.net
Proposed 4 - Post Boat Lifts
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 32
DATE: 05.12.2015
DRAWN BY: WRT
CHECKED BY. WM
MARKE.WEBE P.E.
LICENSE #538951 CA 30702
JOB No: Elevator 32.dwg
Sheet 2
Center Center
u
A
B
C
D
E
F
G
H
I
.J
X
L
M
Components
Lift Capacity
(In Pounds)
4,500
7,000
10,000
13,000 1
16,000
20,000
24,000
Bunk
3"x8" Pressure Treated
Southern Yellow Pine #1
3"x10" Pressure Treated
Southern Yellow Pine #1
Wx12" PT
SYP #1
Bunk Bracket Support
Tx2"x2"
Lifter Beam
AA 16"54.7
AA 18"x6.3
AA 18"x7.0
AA 1 10"x10.3
T 112"x14.3
Sheave Pulley Plate
TW"W' Angle
Cable Size"
(Stainless Steel)
Diameter 7x19 SS 304
(1 Part)
Diameter 7x19 SS 304 (2 Part)
A" Diameter 7x19 SS 304
(3 Part)
Piling Mounting Bracket
t"x3"x12" Flat Bar
Carrier Beam End Plate
{"x5" Flat Bar
Tx6" Flat Bar
TW" Flat Bar
"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
AA CS 5"x2.2
AA CS 6"x2.8
AA CS 7"x3.2
AA CS 8"x4.3
AA CS 8"x5.6
Motor Size
(Horse Power/Voltage)
Top Carrier Connector
J"x3"x12" Flat Bar
Guide Post Socket
2" Nominal Diameter Schedule 80 Aluminum Pipe
Typical Cross Section B—B
Scale: 318" = 1'=0"
WE
N—/RVMMM
NOT VALID UNLESS SIGNED WITH
ORIGINAL ENGINEER'S SIGNATURE
AND RAISED EMBOSS sEAL
MW, ENGINEERING, INC
6810 NORTH STATE ROAD 7
COCONUT CREEK, FL 33073
Mob: 561-305-0476 1 Ofc: 954-617-8143ineerin
WWW.MWEn g� g.net
Proposed 4 - Post Boat Lifts
4,500 Ib
t0
24 �000 Ib
NEPTUNE BOAT LIFTS
228 SW 21 Terrace
Fort Lauderdale, Florida 33312
Phone: 954-524-3616
Fax:954-524-3604
�
MN : w , NJ
WE .� ..
MARK#. WEBER, P.E.
LICENSE #538951CA30702
JOB No: Elevator 32.dwg
Sheet 3