HomeMy WebLinkAboutPROPOSED BOAT LIFTS_._.-. RECEIVED
7D 9 A18
ST Lucie County, Permitting T? r /l
DATE I NOTES REVISIONS
0110712018 1 Changed FBC Note
Plan View
Scale: 3/8" = 1 '--0"
NOT VALID UNLESS SIGNED WITH
ORIGINAL NGINEER'S SIGNATURE
AND ISED EMBOSSED SEAL
MARK E. WEBER, P.E.
LICENSE #53895 1 CA 30702
SCANNED
av
st hrip Pinnnty
MW, ENGINEERING, INC
6810 NORTH STATE ROAD 7
COCONUT CREEK, FL 33073
Ofc: 954-617-8143
WWW.MwEngineering.net
CONCFALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
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 '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 'D
o Boats shall not be stored on lift during high wind events.
o Do not scale drawings for dimensions.
o 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.
o Licensed Contractor to obtain all permits as necessary from all Local, State, and Federal
agencies.
o Aluminum: Material 6061 T6 Aluminum, all welds are min. J" 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.
o 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.
o 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 & bptween 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 SAE Grade 5 or better. Embedment depths specified herein are
depths into solid substrate and do not included thickness of other finishes.
o 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 I.E. 1/4th .lift capacity for 4-post lift (Factor of
Safety of 1.5)
• Allowable minimum compression pile capacity of 5 tons.
• The contractor of record shall verify pile type, installation and drivingi in compliance with
FBC 6th ED (2017)
• Sub-su a conditions can vary reatl .
THESE PLANS AND ALL PROPOS�D WORK ;'F. LI-CTV COL1-TY RUMDUgG D Orr
ARE SUBJECT TO ANY CORRECTIONS .: F,V'IFY-- L,VI D FOR COPLIANCE
REQUIRED BY FIELD INSPECTORS THAT :L4•'IENVED BY
MAY BE NE0E66ARY IN ORDER TO :__ k.\S AND PERMIT MUST BF/KEPT ON JOB
OOMKY',WITtI4IAPIPWARIS 000961 NO LISPECTI®N WML B MA,DE.
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
sLw= 32
DATE 05.12.2015
DRAWN BY. WRT
CHECKED BY. WM
JOB No: Llmtor 32.dwg
Sheet 1 of 3
S
Typical Cross Section A —A
Scale: 3/8" = 1'=0"
upport Pile
Vidal)
(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
1 50
12"
5 1 �n
- - - - --M--o un-tin y;-- Bra eke- D— e-tail - - - - - -
,
DATE
NOTES REVISIONS
NOT VALID UNLESS SIGNED WITH
ORIGINA NGINEER'SSIGNATURE
AND R ISED EMBOSSED SEAL
MW, ENGINEERING, INC
6810 NORTH STATE ROAD 7
COCONUT CREEK, FL 33073
Oft 954-617-8143
WWW.MwEn ineerin net
9 g•
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
0110712018
Changed FBC Note
DATE 05.12.2015
DRAWN BY. WRT
CHECKED BY: WM
MARK E. WEBER, P.E.
LICENSEdt538951CA30702
JOB No: Elevator 32.dwg
Sheet 2 Of 3
h
Center Center
Li
Typical Cross Section B—B
Scale: 318" = 1 '=0"
0
A
B
C
D
E
F
u
H
I
J
K
L
M
Components
Lift Capacity
(In Pounds)
4,500
1 7,000
1 10,000
13,000
1 16,000
1 20,000
24,000
Bunk
Wx8" Pressure Treated
Southern Yellow Pine #1
3"x10" Pressure Treated
Southern Yellow Pine #1
3"x12" PT
SYP #1
Bunk Bracket Support
Tx2"x2"
Lifter Beam
AA 16"x4.7
AA 18'k6.3
AA 18"x7.0
AA 110"x10.3
AA 112"x11.91
Sheave Pulley Plate
T x4"x5" Angle
Cable Size
(Stainless Steel)
12' Diameter 7x19 SS 304F'6"iameter
(1 Part)"
Diameter 7x19 SS 304 (2 Part)
7x19 SS 304
(3Part)
Piling Mounting Bracket
tx3"x12" Flat Bar
Carrier Beam End Plate
Tx5" Flat Bar
Tx6" Flat Bar
T"x7" Flat Bar
Tx5" 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"x5.79
Motor Size
(Horse Power/Voltage)
Top Carrier Connector -
-- t x3'tx12"-Flat Bar - -
Guide Post Socket
2" Nominal Diameter Schedule 80 Aluminum Pipe
0
DATE
NOTES REVISIONS
NOT VALID UNLESS SIGNED WITH
ORIGINA ENGINEER'S SIGNATURE
AND ISED EMBOSSED SEAL
MW, ENGINEERING, INC
6810 NORTH STATE ROAD 7
COCONUT CREEK, FL 33073
Ofc: 954-617-8143
WWWMwEn ineerin net
9 9•
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
0110712018
Changed FBC Note
DATE 05.12.2015
DR,, �,, wRr
CHECKED BY: WM
MARK#. WEBER, P.E.
LICENSE#53895�CA30702
JOB No: Elevator 32.dwg
Sheet 3 of 3