HomeMy WebLinkAboutConstruction Plans11 R -00-,
Plan View
Scale: 3/8' = 1'=0'
c ........ ' h1AY - 3 20211
DATE NOTES REVISIONS " �" x" 'I ""`Q�t" "" ","°"
OrjiG(31 V E GI 51 RT E
0110712018 Changed FBC Note
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MW, ENGINEERING, INC
902 NE 1 Street Suite #2
Pompano Beach, Florida 33060
Ofc: 754-333-0877
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)
= 180 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. tj" 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 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 min. 8' or 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.(
Proposed 4 - Post Boat Lifts
4,500 Ib
to
24,000 lb
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
SOCC
NEPTUNE
228 SW 21 Terrace
Fort Lauderdale, Florida 33312
Phone:954-524-3616
Fax:954-524-3604
DATE 05.12.2015
DRAWN B!: WRT
c Sxm ur. WM
JW No: Mewt•r 32Aay
Sheet 1 of 3
-•"I I11, 1,,,
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Typical Cross Section A —A
Scale: 318" = l'=0"
upport Pile-10" Min.
Ypical)
(2) J10 Wedge Anchors Into
Concrete Piles
4" Minimum Embedment
0.50'0
12"
�II
(2) 1"0 Lag Bolts Into
Wood Piles
4" Minimum Embedment
enter Line of
ile (Typical)
Mounting Bracket Detail
lk P� E �j<S, '',, hiAY - 3 2020
DATE
NOTES REVISIONS
ritO"AW UN E$$� �SIGNED')M H :
(IIi1GINAL ENN ;19IGNA` VkE.
= 0 ° AND jf€AL
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STATE O ;� :'
MW, ENGINEERING, INC
902 NE 1 Street Suite #2
Pompano Beach, Florida 33060
Ofc: 754-333-0877
WWW.MwEn meerin 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
S,.°'F- 32
0110712018
Changed FBC Note
DAM 05.12.2015
NAWN BY: W r
a+EMM BY. wM
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Sheet 2 of 3
BUNK NOTE:
Center
Center
Or Aluminum Equivalent
with
Line
Protective Cap
H
t
I
4Line
K
G
A
B
I Support Pile
I
(typical)
C
E
D
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F
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M I-- Equal Equal --I A
I � I
D H
0 0
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0
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L
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Center Line
B
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Typical Cross Section B-B
Scale: 3/80 = 1'-0'
PFtol< E_" Nj� (, MAY -
3 2020
DATE
NOTES REVISIONS
ZNOITYALID UNLESS SiGNE , T+t
-ORIGML EN'd1NF€fSS ,aIu .
MW, ENGINEERING, INC
Proposed
4 - Post Boat Lifts
NEPTUNE BOAT LIFTS
SAVE: 32
MBE: 05.12.2015
01/07/2018
Changed FBC Note
� ; ^NHS L r
sTAiEOF � 4 :
902 NE 1 Street Suite #2
Pompano Beach, Florida 33060
4,500 Ib
to
228 SW 21 Terrace
Fort Lauderdale, Florida 33312
WAWW W. WRT
CKE o By'. wM
Joe Na Sewtor ]2Cva
Ofc: 754-333-0877
WWW.MwEn Ineerin
24,000 Ib
Phone: 954-524-3616
Fax: 954-524-3604
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Sheet 3 of 3
,
Components
Lift Capacity
(In Pounds)
4,500
7,000
10,000
13,000
16,000
20,000
24,000
Bunk
3"x8" 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
}^x2"x2"
Later Beam
AA 16"x4.7
AA 18"x6.3
AA 18"x7.0
AA 110"x10.3
AA 112"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
7^x3"x12" Flat Bar
Carrier Beam End Plate
}"x5" Flat Bar
}"x6" Flat Bar
}"x7" 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 Cartier 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
}"x3"x12" Flat Bar
Guide Post Socket
2" Nominal Diameter Schedule 80 Aluminum Pipe
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