HomeMy WebLinkAboutConstruction Plans; Boat Lift0
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Plan View
Scale: J18"
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DATE NOTES REVISIONS NOT VALID UNLESS SIGNED WITH
ORIGINAL ENGINEER'S SIGNATURE
0110712018 Changed FBC Note AND RAIS EMBOSSED SEAL
MARK E. WEBER, P.E.
LICENSE #53895 1 CA 30702
MW, ENGINEERING, INC
6810 NORTH STATE ROAD 7
COCONUT CREEK, FL 33073
Mob: 561-305-0476 1 Ofc: 954-617-8143
W W W.MwEngineering.net
General Notes:
• Design in accordance with Florida Building Code, 6th Edition (2017).
• This lifting structure has been designed to withstand wind loads associated with speeds of V (ult)
= 175 MPH, (3 Second Gust) Exposure b' 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 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 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 11 or
Red Head thru bolts SA1= 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.
• Piles shall be driven to refusal and sufficiently penetrated into sand or rock strata to
support lift capacity, weight and loads.
• Each pile to carry commensurate load LE 1/4th lift capacity for 4—post lift (Factor of
Safety of 1.5)
• Allowable minimum compression pilel capacity of 5 tons.
• The contractor of record shall verify pile type, installation and driving in compliance with FBC
6th ED (2017) a ` 1 .
• Sub —surface conditions can vary greatly.
�.
FIL �l�S
69- ILL. Vl v EJ
WED FOR AUG 0 9 2019
CODE COMPLIsse�1�`I�,9�CE
ST" LUCIE CORM 5r, Luele County, permitting
�nn�+
.. 32
Proposed 4 - Post Boat Lifts NEPTUNE BOAT LIFTS DATE: 05.12.2015
4,500 lb 228 SW 21 Terrace DPAWN BY. WRT
to Fort Lauderdale, Florida 33312 c1E� wM
24,000 Ib Phone: 954-524-3616 JOB N": 0•�1"r 32A•
Fax:954-524-3604 Sheet 1
Y
01
upport Pile
-Ypical)
(2) J10 Wedge Anchors Into
Concrete Piles
4" Minimum Embedment
—I-r
(2) J70 Lag Bolts Into
Wood Piles
4" Minimum Embedment
enter Line of
ile (Typical)
Mounting Bracket Detail
e
t t
Typical Cross Section A —A
Scale: s/8" = 1'=0" REVIEWED FOR
CODE COMPLIANCE
otio�o ST. LUCIE COUNTY
0*� BOCC
DATE
NOTES REVISIONS
NOT VALID UNLESS SIGNED WITH
ORIGI ENGINEER'S SIGNATURE
AND ISED EMBOSSED SEAL
MW ENGINEERING INC
6810 NORTH STATE ROAD 7
COCONUT CREEK, FL 33073
Mob: 561-305-0476 1 Ofc: 954-617-8143
WWW.MWEn ineerin net
9 9•
Proposed 4 - Post Boat Lifts
P 4,500 Ib
to
24,000 lb
NEPTUNE BOAT LIFTS
228 SW 21 Terrace
Fort Lauderdale, Florida 33312
Phone: 954-524-3616
Fax: 954-524-3604
Se"E' 32
0110712018
Changed FBC Note
ors
DRAAWN
13Y. WRT
CHECKED BY. wM
MARK #53895E. WEBER,
LICENSE E.R, P.E..E.
J B ft emtw 32.Mq
Sheet 2
Center Center
u
Typical Cross Section B—B
Scale: 318" = 1'=0"
A
B
C
D
E
F
G
H
I
J
K
L
Io
Components
-Lift Capacity
(In Pounds)
4,500 1
7,000 1
10,000
13,000
16,000
20,000
24,000
Bunk
&W" Pressure Treated
Southern Yellow Pine #1
3"A G" Pressure Treated
Southern Yellow Pine #1
3'k12"PT
SYP #1
Bunk Bracket Support
Lifter Beam
AA 16"x4.7
AA 18"x6.3
AA 18"x7.0
AA 1 10"x10.3
AA 112"x11.91
Sheave Pulley Plate
tWx5" Angle
" CableSize
(Stainless Steel)
Diameter 7x19 SS 304^
(1 Part)
Diameter 7x19 SS 304 (2 Part)
1�5" Diameter 7x19 SS 304
(3 Part)
Piling Mounting Bracket
tKTx12" Flat Bar
Carrier Beam End Plate
}"4" Flat Bar
J"x6" Flat Bar
}"x7" Flat Bar
J"W 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
t
AA CS 6"x2.8
AA CS 7"A3.2
AA CS 8'k4.3
AA CS 8"x5.79
Motor Size
(Horse PowerNoltage)
Top Carrier Connector
J"x3"z12" Flat Bar
Guide Post Socket
2" Nominal Diameter Schedule 80 Aluminum Pipe
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
otio�o
BOCC
WE
NOTES REVISIONS
NOT VALID UNLESS SIGNED WITH
ORIGINAL ENGINEER'S SIGNATURE
MW, ENGINEERING, INC
Proposed 4 - Post Boat Lifts
NEPTUNE BOAT LIFTS
SCALE 32
D,1E: 05.12.2015
0110712018
Changed FBC Note
D EMBOSSED SEAL
ANDIRK
6810 NORTH STATE ROAD 7
4,500 lb
z26 SW 21 Terrace
DRAWN BY: wRT
COCONUT CREEK, FL 33073
to
Fort Lauderdale, Florida 33312
CHECKED BY: wM
Mob: 561-305-0476 1 Ofc: 954-617-8143
24,000 lb
Phone: 954-524-3616
,wa No: o�r 32.E"q
E.WIRBER,38951C P.E.
LICENSE#53895�CA30702
WWW.MwEn ineerin net
9 0..�
Fax: 954-524-3604
Sheet 3