HomeMy WebLinkAboutBOAT LIFT SPECIFICATIONSIMM Quality Boat Lifts
VATOR BOAT LIFT SPECIFICATIONS
4 POST BOAT LIFTS WITH 2 CRADLE BEAMS AND 4 CABLES
ALL SPACING TO CENTER OF PILING
LIFE
CAPACITY
A
B
C
RECOMMENDED
Min. PILE SIZE
4,500 Ibs.
132'
120"
178"
8" DIA.
7,000IDS.
144"
1"'
204"
8" DIA.
10,000 IDS.
144'
150'
208"
8" DIA.
13,000IDS.
144"
1 150"
208"
8" DIA.
16,000 IDS.
144"
168'
218"
10" DIA.
16,000 XL Ibs,
168"
168"
238'
10" DIA.
20,000 Ibs.
168"
192"
255"
10" DIA.
27,000 Ibs.
192"
192"
272"
10" DIA.
�--- A ►I
STANDARD PILING SPACING
IMM BOAT LIFTS, INC. IS
NOT RESPONSIBLE FOR THE
DOCK STRUCTURE OR ITS
ABILITY RESIST THE APPLIED
LOADS OF THE BOAT LIFT.
THE SITE SHOULD BE
VERIFIED BY A LICENSED
,MARINE CONTRACTOR.
APPLIED LOADS WLL BE
PROVIDED UPON REQUEST.
STRUCTURAL ENGINEERING REVIEW
TIffi CONSTRUCTION HAS BEEN DESIGNED A5 A MAIN WIND FORCE RENSTING SY51Bd, WITH
_W.QNATED_GRAVIiYAND NAND. WADS IN COW M7LE Wn THE FLORIDA SUIIDING CODE,"
EDITION, 2017. CNIAPIERS 16 4 20. ADM 2015. AND ASCF/3D 7-10 'MIMUM DESIGN WADS
FOR DWIDING3 AND OTHOt STRUL1Up5' TO NATU9TANDTHE NAND WADS A550CIATED WITH AN
ULTIMATE WIND SPEED OF 160 MPH, 5TOSURE'V. ROPE CATEGORY I. J. L WMM P.l. HAS No
CONTROL OF THE MANUFACTURING, PIWORM&= OR INSTALLATION OF THIS PRODUCT, THESE
GENERIC SPEC M 'nOND WERE ENGINEERED IN ACCORDANCE WITH ACCEPT® ENG1N! W
PRACTICES BASES ON DATA MOVIDED DYTHE MANUFACTURER. THIS STRUCTURAL REVRW G
UWM70 THE PRIMARY FRAMING AND CONNECTIONS AND 15 MDT INTENDED TO COVET
MECHANICAL AND GCCTRICALCOMPONENTS . TME5 SWFIGn01SAREAKRDOMSTRLCURAL
CALUTATIONS TINED 4 POST BOAT UIr. WHICH CONTNN ADDNIOIK DO" REOLAROJDNS
AND WTMAAND ARE AVNIMI! UPON REQUEST. THE BOAT LIFTS DPICW IN TICS!
SPECIFICATIONS AND FMYW CAWUTATIONS WERE DIGGNCOCD AS MANUFACTURED PRODUCT
FOR NON-SIIE SPECIFIC USE AND NOT INTENDED TO COVER SIT! SPECIFIC CONDITIONS.
RIQlRRM S AND LIMITATIONS LISTED IN PH! STRUCTUIX CAWUTATIONS.
J.LSmulm,ME
25IS Gnlo Rand NW
Mauve, GA S065G J.L 9ANOES, P.l. Data
Mww 239471-1578
Reg Mmda No. 6GS61
SIGNATURE NOT VALID WITHOUT RAISED SEAL
RIFT CRAM
5M
OM
DRIVES
DRIVE SHAFT
GEAR DRIVE
GEAR
ND. OF MOTORS
CA a
RfM
UFf SPEED
GUIDE
BOAT BUNKS
BOAT BUNKS
mom CHANNEL
4M
5PROCKET
SPROCKET
RATIO
Mr. H.P.
SPC
ks.
9X I TES, MA-T5
GXI TG.0005A•T5
wde
Ida
WON:
WGHT
WOOD OPTON
4m. OPTION
4,500
5 x .230 H
6 x .190 H
4 x W
2.375 DIA.
1 T Length
1.9 0 TUBE
#50A60
#60B11
60:1
(2)34H.P-115V22A
5/16 SSAC 7x19
101
41
7
2 x 8 x 144
144
2 X .160 W
.290
120 L
LIFTS 14 FT.
9 ga
230V/I IA
304, 1 P 20
7,000
6 X .P30 H
6 x .190 H
4 x W
2.375 DIA
17' Length
1 .9 0 TUBE
#SOA60
#5089
60:1
(2)3/4H P-115V22A
5/16 SSAC 7x19
113
33
7
2 x 8 x 144
144
2 X .160 W
.290
144 L
LIFTS 14 FT.
9 ga
23GV111A
304, 1 P 20
10,000
7 X .230 H
8 x .230 H
5 X W
2.375 DIA.
20' Length
.
19 0 TUBE
#5OA60
#50BI1
60:1
(2)W411.P-115V22A
5/16 SSAC 7x19
110
20
7
2 x 8 x 144
144
2 X .160 W
.350
150 L
LIFTS 12 FT.
9 ga
23OV/11A
304, 2P 38'
13,000
8 X .230 H
8 x .230 H
5 x .350 W
2.375 DIA.
20' Length
1 9 0 TUBE
#50A60
#50B9
60:1
(2)W4H.P-1 t5v22A
5/16 SSAC 7x19
110
16 -
7
2 x 8 x 144
144
2 X .160 W
150 L
LIFTS 12 FT.
9 ga
23OV/11A
304, 2P 39
16,000
11 X .230 H •
10 x .250 H
6 x .410 W
2.375 DIA.
20' Length
1.9 0 TUBE
#60A60
#6CB10
60:1
5/30 SSAC
110
18
10
3 x 10 x 168
192
2 X .160 W
168 L
LIFTS 12 Fr.
8 ga
#60A50 HS
3OV113
230v/t34
39
304, 2P 38
16,000 XL
x.230 H
10x.250 H
6 x .410 W
2.375 DIA
20' Length
1.9 0 TUBE
#60A60
#60B10
60:1
P
5/30SSAC 7x19
134
18
10
3 x 10 x 192
192
2 6O
2 X .160 W
168 L
LIFTS 12 FT.
8 9a
#60A50 HS
3OV11
230v/t3A
304, 2P 3t3
20,000
12 X .266 H
12 x .290 H
7 x .470 W
2.375 DIA
25' Length
1.9 0 TUBE
#60A60
#60810
60:1
5/30 SSAC
123
13
10
3 x 10 x 192
192
2 x .172 W
192 L
LIFTS 12 FT.
8 Ba
#60A50 HS
3OV/13
23ov/13A
6D
304, 3P 60
27,000 -
14 X .313 H
12 x .290 H
7 x .470 W
3.5 DIA.
21' Length
2,875 0 TUBE
#60A60
#60B10
60:1
(2)1-12 H.P
5/16 SSAC 7x19
147
13
10
FX1 192
192
2x.313W
192L
LIFTS12Fr.
8 ga
#60A50 HS
230V/18A
304, 4P 74'
ci
NO. MOTORS
1
DCRNE
4 H'P'
BRAKE
U�FT
RATIO
TORQUE
MINUTE
30:1
(2)1.1/2 H.P
6 FT-LBS
82
23W/22A
30:1
(2)1-12 H.P
6 FT-LBS
66
230VMA
30:1
(2)1-I2H.P
6FT-LBS
40
23OV22A
30:1
(2)1.1/2H.P
6FT-LBS
32
230V22A
30:1
(2)2 H.P
6 FT-LBS
44
230V25A
30:1
(2)2 H.P
6 FT-LBS
44
23W25A
30:1
(2)2 H•P
6 FT-LBS
30
23UV25A
30:1
(2)2 H.P
6 FT-LBS
28
230V/25A
MM QUALITY
- BOAT LIFTS- DWG: GOO 100 PUB Feb 14 2018
17030 Ahco Center Rd. Ft. Myers, FI. 339G7 Phone: (800) GG9-3515 Fax: (239) 454-8G41
ALUMAVATOR WIRING SCHEMATIC
MINIMUM RECOMMENDED
WIRE SIZE TABLE (AWG)
COPPER WIRE ONLY
MAXIMUM DISTANCE FROM SERVICE TO CONTROLLER
LIFT CAPACITY
75 FEET
150 FEET
300 FEET
400 FEET
4500# TO 13000#
#10
#8
#6
#6
AT 120 VOLTS
4500# TO 00#
# 12
#10
#8
#6
AT 240 VOLTS
TO 000#
#10
#8
#6
#4
AT 240 VOLTS
2TO 54000#
#6
#4
#2
#0
AT 40 VOLTS
MAIN
PANEL
(BY OTHERS) 120 / 240 GFCI BREAKER
TO MAIN
PANEL
WITH
GFCI
BREAKER
120 / 240 V
MOTOR 1
O
14/5 SJTW CORD 3/4 hp
12/5 SJTW CORD 1 hp
O
14/5 SJTW CORD 3/4 hp /
12/5 SJTW CORD 1 hp
120 / 240 V
MOTOR 2
222
REVERSING
CONTACTOR
m
m
m
m
x
0
v
z
MOTOR
co
GUIDE POP r
CONTROL
SWITCH
Z
W/GFCI
I
n
=
WOOD DOCK
I
CARPETED
= CCA TREATED
WOOD BUNKS
'
j
OR ALUMINUM
1 /2" PVC
ELECTRICAL
CONDUIT
ELECTRIC MOTOR
(NOT SHOWN)
STAINLESS
STEEL CABLES
P.T. WOOD PILE
(3' MIN. INTO ROCK)
(8' MIN. INTO SAND)
17030 Ahco Center Rd.
DWG: GOO100 PUB Feb 14, 2018
Ft. Myers, FI. 339G7 Phone: (80(a ')-3515 Fax: (239) 454-8G41
IMM Quality Boat Lifts
PWC 3000 SPECIFICA
Witt
STRUCTURAL ENGINEERING REVIEW
THIS CON5T?XRON HAS BEEN DESIGNED AS A MAIN WIND PORCE RESISTING SYSTEM, WITH CAWJ ATED GRAVRY AND NAND LOADS IN
COWL IANCE WIRI THE RDRIOA BUILDING CODE, Gth EDMON, 2017, CHAPTEitS 1 G AND 20, ALUMINUM DESIGN MANUAL (ADM 2015).
AND ASCL'.ifl 740 WINIMUM DESIGN LOADS FMBUILDINGS AND OTH9L 5TRUCftWJV TO WRHSTAND THE WIND LOADS A550(LATED
V AN ULTIMATE WIND SPEED OP 170 MPH, EXPOSURE 9', R15KCATEGORY I. J.L 9ANDM. P.E. HAS NO CONTROL OF THE
MANUPACRIRING; PF7VORALWL7', OR INSTAlLY110N OP 1HES PRODUCT. THESE GENERIC DESIGN FEATURES WERE ENGINEERED IN
ACCORDANCE WRIT ACCEPTED DMEMNG PRACTICES BASED ON DATA PROVIDED BYTHE MANUFACRIRHt THI5 Srn CIURAL REVIEW
15 UMNED TO THE PRIMARY FRAMING AND CONIAONONS AND IS NOT INITNDED TO COVER MECHANICAL AND ELECTRICAL COMPONENTS.
THESE DESIGN P UMn ARE BASED ON 5TRUCrUM C'MLTIIATIONS. TMED 5Tncru I. CAILUTAnON9 FOR ELEVATOR.'. WHICH
CONTAIN ADDRIONAL DESIGN REOLIU Cd@ IS AND atff A AND ARE AVAILABLE UPON REQUEST. THE BOAT UPT5 DEPICTED BY THESE
DESIGNS AND RELATED CALCULATIONS WM ENGINEERED AS MANUPACrUFM PRODUCT FOR NON -IRE SPEORC USE AND 5IU1L MEET
TILE DESIGN REQLHRDAFNT5 MLD N5TALATION UMTATIONS US= IN THE STIRL CWRAL CALGULATION5 .
.� J.L SANDERS. P.E.
2515 Grt5 Road, NW
J SANDERS. P.E.Date: Monroe. GA 30656
. Plakla No. GG% Phone: 239%71-1578
SIGNATURE NOT VALID WITHOUT RAISED SEAL
IMM BOAT LIFTS, INC. IS
NOT RESPONSIBLE FOR THE
DOCK STRUCTURE OR ITS
ABILITY RESIST THE APPLIED
LOADS OF THE BOAT LIFT.
THE SITE SHOULD BE
VERIFIED BY A LICENSED
MARINE CONTRACTOR.
APPLIED LOADS VNLL BE
PROVIDED UPON REQUEST.
UPf
CRADIf TUBE
51D. TRACK
FlW
GROOVED CABif
STD.
DRIVE 5W
GUIDE
BOAT BUNKS
BOAT BUNS
DRNE SHAFT
GEAR DRIVE
STANDARD SPEED
HIGH 5P®
CAP
6061 T6
MI
WIND6lSlZE
TRAVEL
wow OPTIONAWM.OMON
SPROCKET
SPRDCKiT
MOTOR
UFTSP®=
FOR UFTlow
TG
wL
Mao
HOW
M
3,000
6"x6 x.25"
6x.21 H
4 x W
1010
3" SCh 80
12
5/16 SSAC
7x19 304
Tube
2.8750.0.
7
2 x 8 x 72"
72"
#50A60
#50B11
60:1
3/4H.P-115V/11A
30
30:1
1-1/2 H.P
60
.35
is
Pipe
2P 34'
8Gauge
21V/5.5A
230V/11A
Notes:
1, Structure designed for loads associated with an ultimate wind speed of 170 MPH, exposure '11% risk category
1, calculated for Florida Building Code, 6th Edition, 2017, ASCE 7-10 and ADM-2015,
2. Boats shall not be stored on lifts during high wind events,
3. All primary structural members to be 6061-T6 aluminum,
4. Tracks are to be driven to firm bearing material, '
5. Wood piles shall comply with ASTM D25 and be southern pine, 2.5 cca marine grade pressure treated,
6. Lateral support for piles and attachment to, piles shall be engineered by others for site specific conditions,,
IRM QU- ALffY
— BOAT LISTS —
DWG: 000055 Pub. 3-5-19
17030 Ahco Center Rd. Ft. Myers, FI. 33907 Phone: (800) G09-35 15 Fax: (239) 454-8G41