HomeMy WebLinkAboutPLAN VIEWY
SCANNED
BY'
St Lucie'County
Plan View
Scale: 3/8" = 1 '--0"
RECENED
APR &.0 2018
Permitting Department
General Notes: St. Lude Countv
• 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. #" 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.
Waqhers shall be used between wood & bolt head & between wood & nut. Where generiq
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-. - - - - - -
• 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 driving in compliance with
FBC 6th ED (2017)
• Sub —surface conditions can vary greatly.
DATE
NOTES REVISIONS
NOT VALID UNLESS SIGNED WITH
ORIGINAL ENGINEER'S SIGNATURE
AND ISED EMBOSSED SEAL
s.
MW, ENGINEERING, INC
6810 NORTH STATE ROAD 7
COCONUT CREEK, FL 33073
Ofc: 954-617-8143
WWW.MwEngineering.net
Proposed 4 - Post Boat Lifts
4,500 lb
to
24 OOO 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
DAM 05.12.2015
D�AwN BY: wRr
CHECKED BY: WM
MARK E. WEBER, P.E.
LICENSE #53895 1 CA 30702
JOB No: Elevator 32.dwg
Sheet 1 of 3
iQ 1
5
upport Pile
I.ypical)
(2) J10 Wedge Anchors Into
Concrete Piles
4" Minimum. Embedment
(2) J10 Log Bolts Into
Wood Piles
4" Minimum Embedment
enter tine of
ile (Typical)
0.50"0
5"
12"
5 �» 1 i"
- Mo-un-ti-ng Bracket Detail
a
ti
1
1
Typical Cross Section
A —A
Scale: 3/8" — 1'-0"
BATE
NOTES REVISIONS
NOT VALID NLESS SIGNED WITH
ORIGINAL NGINEER'SSIGNATURE
MW, ENGINEERING, INC
Proposed 4 - Post Boat Lifts
NEPTUNE BOAT LIFTS
gr"' c• 32
DATE: 05.12.2015
0110712018
Changed FBC Note
AND P4PED EMBOSSED SEAL
6810 NORTH STATE ROAD 7
COCONUT CREEK, FL 33073
Ofc: 954-617-8143
4,500 Ib
to
24,��� lb
228 SW 21 Terrace
Fort Lauderdale, Florida 33312
Phone: 954-524-3616
DRAWN BY. WRT
CHECKED BY: WM
MARK E. WEBER, P.E.
JOB No: Elevator 32.dwg
Sheet 2 Of 3
LICENSE#538951CA30702
VVM.MWEn Ineerin net
9� 9•
Fax: 954-524-3604
DATE
0110712018
r . 1
J
Center Center
A
B
C
D
E
F
G
H
I
J
K
Components
Lift Capacity
(In Pounds)
4,500
7,000
10,000
13,000
16,000
20,000
24,000
Bunk
3'k8" Pressure Treated
Southern Yellow Pine #1
3"x10" Pressure Treated
Southern Yellow Pine #1
3"x12" PT
SYP #1
Bunk Bracket Support
T x2"x2"
Lifter Beam
AA 16"x4.7
AA 18"x6.3
AA 18"x7.0
AA 1 10"x10.3TAA112"x11.91
Sheave Pulley Plate
�'x4"x5" Angle
Cable Size"
(Stainless Steel)
Diameter 7x19 SS 304"
(1 Part)
Diameter 7x19 SS 304 (2 Part)
�s Diameter 7x19 SS 304
(3 Part)
Piling Mounting Bracket
t"x3"x12" Flat Bar
Carrier Beam End Plate
t x5" Flat Bar
t"x6" Flat Bar
t x7" Flat Bar
T"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"x5.79
Motor Size
(Horse PowerNoltage)
Top Carrier Connector- -
- _ _ _ _ _ _ _ _ _ _ t x3"x12" Flat Bar `
Guide Post Socket
2" Nominal Diameter Schedule 80 Aluminum Pipe
- uenrer une N-- B-
M
Typical
Cross Section B—B
Scale: 318" = 1 '=0"
tip%
F
NOTES REVISIONS
NOT VALID UNLESS SIGNED WITH
ORIGINAL ENGINEER'S SIGNATURE
INCSCALE
MW, ENGINEERING, C
Proposed 4 - Post Boat Lifts
NEPTUNE BOAT LIFTS
32
DATE: 05.12.2015
Changed FBC Note
AND SED EMBOSSED SEAL
�
6810 NORTH STATE ROAD 7
COCONUT CREEK, FL 33073
4,500 Ib
to
228 SW 21 Terrace
Fort Lauderdale, Florida 33312
DRAWN BY: wRT
CHECKED BY: WM
JOB No: Elevator 32.dwg
Ofc: 954-617-8143
24,000 Ib
Phone: 954-524-3616
MARK#. WEBER, P.E.
Sheet 3 Of 3
LICENSE#538951CA30702
WWW.MwEn ineerin net
g 9•
Fax: 954-524-3604