HomeMy WebLinkAboutConstruction PlansS
0
E [-N r1
K
RECEIVED
JAN 2 3,.16"
krMjttln9 DePynrnent
St. Oct,
�G
0
-- —
— C — — ——
Equal
--t
Equal
Br
Plan View
Scale: 3/8" = 1'--0"
ti�1�
`ll� W E B
SE" , GEis
DATE NOTES REVISIONS NNQQ VA 11N SS SIGN w
_CVC NAL GI E ' IGI�A4°U
01107/2018 Changed FBC Note A + e z
e
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. 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 Hilt; 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.
I ife Copy
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
. v v v � 32
Proposed 4 - Post Boat Lifts NEPTUNE BOAT LIFTS DAME 05.12.2015
4,500 Ib 228 SW 21 Terrace DM"'" un wRr
to Fort Lauderdale, Florida 33312 CH BY, wM
24,000 Ib Phone: 954-524-3616 .we N« e...m. 3Ld"9
Fax:954-524-3604 Sheet 1 of 3
s
Typical Cross Section A -A
Scale: 3/8" = 1'=0"
� WEBER
Q- o r ,�ag5 o fL
(2) J10 Wedge Anchors Into
Concrete Piles
upport Pile 4" Minimum Embedment
WWI)
0.50"0
12"
i
--4-
(2) } 0 Lag Bolts Into
Wood Piles
4" Minimum Embedment
enter Line of
He (Typical)
Mounting Bracket Detail
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
un,c
01/07/2018
Nuns Htwslorls =
Changed FBC Note I
°TN o�N 'S Tv�TM
$IGIN ( R'S y41 rTURE
o s
o ' a =
- Q °°•.,, FL o'q;: - �'
:� OF ° ��
MW, ENGINEERING, INC
902 NE 1 Street Suite #2
Pompano Beach, Florida 33060
Ofc: 754-333-0877
WWW.MwEn ineerin •net
Proposed 4 -Post Boat Lifts
4,500 1b
t�
24,000 Ib
NEPTUNE BOAT LIFTS
228 SW 21 Terrace
Fort Lauderdale, Florida 33312
Phone:
Fax:954-524-3604
oA,� os.,zzo,s
�+ � WRr
CMXM er. wM
9
LICENSE 053851 CA 30702
OB Na �w""
Sheet 2 of 3
a
Center Center
u
Typical Cross Section B—B
Scale: 3/8' = i'=0"
A
B
C
D
E
F
G
H
J
K
L
M
BUNK NOTE
Or�Aluminuve'C• Equivaletwith
Protectlap�%F
Components
>s
Lift Capacity
4,500
7,000
10,000
13,000
16,000
20,000
24,000
3"x8• Pressure Treated Southern Yellow
3'x10• Pressure Treated Southern Yellow
3"x12" PT
Buunk ;'/'+
Pine #1 - See Bunk Note
Pine #1 - See Bunk Note
SYP #1
i
Bunk Bracket Support
}'x2"x2'
Lifter Beam
AA 16•x4.7
AA 18"x6.3
AA 18"x7.0
AA 1 10"x10.3
AA 112"xl1.91
r
Sheave Pullet ate
}"x4'x5" Angle
a ,y
�" Cable Si 9
Diameter 7x19 SS 304
7 ' Diameter 7x19 SS 304 (2 Part)
1�" Diameter 7x19 SS 304
(Sialrile`ss Steel )
(1 Part)
(3 Part)
Piling MourWng Br ck6t
J•x3'xl2" Flat Bar
CaZier Beam End Plate
:•x5• Flat Bar
4"x6" Flat Bar
}"x7" Flat Bar
}"x5• Flat Bar
Drive Shaft Bearing Block
2•x3" Flat Bar -
YDrive ShaftJ
1-112" Nominal Diameter Schedule 80 Galvanized Pipe
Top Carder -Assembly
2 C-Channels Per Assembly
AA CS 5"x2.2
AA CS 6"x2.8
AA CS 7"x3.2
AA CS 8"x4.3
AA CS 8"x5.79
Motor siz"
(2)J Hp
(2) 1 HP
(2) j HP
_(2) 1 HP
(2) 1 HP
(2) 1 HP
(2) 1 HP
(Horse PovlerNoltage)
240V/20A
1 240V/20A
240V/20A
' 240V120A
240V/20A
240V/20A
240V/20A
Top Carrier Connector
tx3'x12" Flat Bar
Guide Post Socket
2" Nominal Diameter Schedule 80 Aluminum Pipe
� Motor size Horse Power, Voltage and Amperage are based on the Standard Speed Direct Drive Lift
,r
+a
REVIEWED FOR
wS BF��c'�:
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
AK:w-
DATE
NOTES REVISIONS =
: No v Esser gD WITH
;oRl N$L iQNAruRE
MW, ENGINEERING, INC
Proposed 4 - Post Boat Lifts
NEPTUNE BOAT LIFTS
sue: 32
DATE 05.12.2015
01/07/2018
Changed FBC Note
p0 •. • FL• •:
SS I � -0P
902 NE 1 Street Suite #2
Pompano Beach, Florida 33060
4,500 Ib
t0
to
228 SW 21 Terrace
Fort Lauderdale, Florida 33312
WWN �: wRT
Ceram BY. wM
JOB Nm eevator 39.dp
Ofc: 754-333-0877
VWWV.MwEngineering.r
24, Ib
Phone: 954-524-3616
Fax: 954-524-3604
1 Lt1! E WEBER, P.E
Sheet 3 3
LICENSE #53895 1 CA 30702
of
r
MOD Nil
File COPY