HomeMy WebLinkAboutAlum-A-Vator Boat Lift SpecificationsX
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QUALITY BOAT LIFTSESEPUNSAN
ALUM-A-VATOR BOAT LIFT SPECIFICATION ESuajECTTODA�LPROPOSED
4 POST BOAT LIFTS WITH 2 CRADLE BEAMS AND 4 CABL QUIREDgyFIELD ORRECTIONS0RK
MPLY WI t ESSARY INSPECTORS THAT
H ALL qp LICaB RE COD
- ES.
1 2 3 4 5 6 7
8 9
QUALITY BOAT LIFTS, INC.
IS NOT RESPONSIBLE FOR
THE DOCK STRUCTURE, OR
ITS ABILITY RESIST THE
APPLIED LOADS OF THE
ALUM-A-VATOR BOAT LIFT.
THE SITE SHOULD BE
VERIFIED BY A LICENSED
MARINE CONTRACTOR.
APPLIED LOADS WILL BE
PROVIDED UPON REQUEST.
CABLE
GROOVED
DRIVE E Ai
DRIVE 5HAFT
CNNN
GEAR DRIVE
GRIEVE
NO. MOTORS
NO'AOF CETE5
CABLEAD
�
PERP
BOAT BUNK5
CRADLEBEAM
UFT CAPACITY LB5.
OF
DER 5QE�
SPROCKET
SIZE
SPROCKET
f H.P.
U I�
PU05T
INCHES
BEARING5
INCHE5
INCHES
RATIO
INCHE5
INCHE5
MINUTE
HEIGHT
INCHES
-I- BM - INCHE5
4,500
4 x .150 H
2 x W
10
2.375 DIA
16' LG
1.937 TUBE
60 TOOTH
#50
11 TOOTH
54:1
(2)3/4H.P•120V23A
.25 DIA 15' FT.
102
45
7
2 x 8 x 144
6 x .190 H
4 x .290 W
.230
LIFTS 14 FT.
240V112A
1 PART
120 L
7.000
5 X .150 H
70
2.375 DIA
16 LG
1 937 TUBE
60 TOOTH
#50
9 TOOTH
54:1
(2)314H.P-120V23A
.312 DIA 15' FT.
114
36
7
2 x B x 144
6 x .190 H
2.26 X .260 W
OFFS 14 Fr.
240V/12A
1 PART
4 x .290 W
144 L
10,000
6 x .170 H
10
2.375 DIA
19' LG
1.937 TUBE
60 TOOTH
#50
11 TOOTH
54:1
(2)3/4H.P•120V2aA
.25 DIA 30 FT.
114
23
7
2 x 8 x 144
B x .230 H
5 x W
2.50 x .290 W
UFFS 14 FT.
240V/12A
2 PART
.350
150 L
13,000
7 x .170 H
1D
2.375 DIA
19, LG
1 g37 TUBE
60 TOOTH
#50
9 TOOTH
54:1
(2)3/4H.P-120V23A
312 DIA. W Fr.
114
1 B
7
2 x 8 x 144
B x .230 H
5 z W
2.75 X .290 W
UFrS 14 Fr.
240V/12A
2 PART
.350
150 L
16,000
7 X .210 H
10
2.375 DIA.
19' LG
1.937 TUBE
50 TOOTH
#60
12 TOOTH
60:1
(2)1H.P•120V28A
312 DIA. 30' FT
114
22
'10
3 x 10 x 168
10 x .250 H
6 x W
3.50 x .380 W
LIFrS 14 FT.
240V/14A
2 PART
.410
168 L
" 20,000
8 x .250 H
10
2.375 DIA
23' LG
937 TUBE
50 TOOTH
#6D
12 TOOTH
60:1
(2)1H.P-1�vrzen
312 DIA. 45' FT
124
16
10
3 x 10 x 192
12
12 x .290 H
7 x W
3.75 x .410 W
LIFTS 14 Fr.
240V/14A
3 PART
.470
192 L
27,000
9 x .290 H
10
A
2.375 DI23' LG
1.937 TUBE
50 TOOTH
#60
10 TOOTH
60:1
(2)1H.P•120V28A
312 DIA. 45' FT.
8 '
13
12 x .290 H
Ax
4 X .440 W
UFFS 14 Fr.
240V/14A
3 PART
. /�
CQ e5j7r0W
ALL SPACING
TO CENTER
I
OF
PILING
Revs Nvis1ON
R R C
LIFT
CAPACITY
A
C
RECOMMENDED
PILING SIZES
�-
DACE
Bow of I \ C
Boat I / / / \ \ �) �o �:V$p�`►7i j �Sir
J0 Q
: R
- -
4,500 LB
132'
120"
178.375"
8" DIA.
7,000 LB
144'
144'
203.625'
8" DIA.
10.ODO LB
144'
150"
208"
8" DIA
13,000 LB
144"
150°
208°
8'DIA.
16,000 LB
144"
168°
221.25"
10' DIA.
20.000 LB
168°
192"
255.125"
10' DIA.
27.000 LB
192-
192°
1
1271.50,
1 10" DIA.
STANDARD PILING SPACING �/CJ
STRUCTURAL ENGINEERING REVIEW RICHARD W. ARNOLD, P.E.
CONSULTING ENGINEER
THE DESIGN FOR THESE BOAT LIFTS HAVE BEEN CALCULATED TO COMPLY WITH REG. FLORIDA #19334
THE FLORIDA BUILDING CODE, 2004, CHAPTER 20, IN ACCORDANCE WITH
SPECIFICATIONS & GUIDELINES FOR ALUMINUM STRUCTURES, ALUMINUM ARNOLD/SANDERS CONSULTING ENGINEERS, INC.
DESIGN MANUAL 2000 OF THE ALUMINUM ASSOCIATION 16681 McGREGOR BLVD., SUITE 202
FORT MYERS, FLORIDA 33908
Qualify"
239-267-3666 FAX 239-267-2771
BOAT LIFT5,C. DWG: GOOOGG
17030 Ahco Center Rd. Ft. Myers, Fil,
I. 339 12 Phone: (51copy
O
ALUM-A-VATOR WIRING SCHEMATIC
MINIMUMiRECOMMENDED 120 / 240 V
MOTOR 1
"Yi.WIRE. SIZE7,ABLE (AWG)
= _ •f.COPPER WIRE ONLY
: � MAXIMUM, DISTANCE FROM SERVICE TO CONTROLLER
.LIFr.CAPACRY
75 FEET
150 FEET
300 FEET
400 FEET
00
AT01120T VOLTS
#10
#8
#6
#6
TVOLTS 00#
12
10
AT 240
#
#
#8
#6
AT0240 VOLTS
#10
#8
#6
#4
TO 000
AT0240 VOLTS
#6
#4
#2
#0
f— REFER TO "STANDARD PILING SPACING CHART' --I
MOTOR �'' GUIDE POST
CONTROL
SWITCH
ELECTRIC MOTOR
W/GFCI
WOOD DOCK
I
CARPETED
I
CCA TREATED
WOOD BUNKS I
STAINLESS
- TOMAIN`r {; i}1P1"a
c I
I
ryr.)
`•i PANEL" a
STEEL CABLES
WITH., ,.•.. ,, ztL
c
GFCI, . p .: i' e:. �r.•r', ":1"
F I
BREAKER
112, PVC " "
I
I
P.T. WOOD PILE
ELECTRICAL
(3' MIN. INTO ROCK)
a ;CONDUIT
(8' MIN. INTO SAND)
I I 1=1 I MI I I_I� I
_-I l I_I I IE1 I I -I
I -I I I_I I I -I I I -III
d i
I_
I I
I I I_I I I_I I I_I I I_I I I- I I
11-I 11=1 I I_1 I I-1 I I-11 I -I 1 I 1
Ell I -III -I � I -III -I 11_I I I I
I I -III -I
-I I I -I I
Qualify
BOAT LIFT5, INC.
DWG: 600066
17030 Ahco Center Rd.
Pt. Myers, FI. 339 12 Phone: (800) 545-5603
Fay: (239) 432-0019
V
DESIGNED IN ACCORDANCE WITH:
2000 ALUMINUM ASSOCIATION DESIGN MANUAL
FLORIDA BUILDING CODE, 2004
DESIGN BASE WIND SPEED = 140 MPH
EXPOSURE 8
ENCLOSURE —OPEN
INTERNAL PRESSURE COEF. = 0
FOR WOOD PILES:
;E (2)-5/8"0 LAG BOLTS
6" LENGTH MINIMUM
WARNING
Make sure all hardware is tightened properly prior to use.
Do not over tighten bolts.
Check alignment and spacing before tightening bolts.
"luo'i
)OAT LIFTS, INC. fy Fr. MYERS, FLORIDA, USA
PART NO.
DESCRIPTION
RENT, PILING MC
C, PIVOT
<, INSULATION
=R, FLAT 112" j
ER, LOCK 1 /2"
HEXHD. 1 /2 "-1
�1
QTY. CK
1
2
1
2
INSTALLATION INSTRUCTIONS
1 — Make sure pilings ore level with each other before beginning.
2 — Check and note center distance between pilings along
length where cable beam will mount.
3 — Choose proper location to match center distance of pilings.
4 — Place cable beam (upside down) and install bracket & blocks.
( leave hardware loose )
5 — Place cable beam onto pilings and check spacing.
A — Check to see that bracket is centered with pilings.
B — Check that cable beam is centered on pilings.
6 — Insert and tighten log screws into pilings.
7 — Tighten remaining ho war �Oalv
STRUCTURAL EN��W7
THE DESIGN FOR THESE BOAT LIFTS f Wl eVBEEN C', LAIT D TO G`OMr LY WITH
THE FLORIDA BUILDING CODE, 2004, dHAPTER 20, IN ACCORDANCE WITH':
SPECIFICATIONS & GUIDELINES FOR �LUMINOkST*tc of L%�S, ALUjv11NUM
DESIGN MANUAL 2000 OF THE ALUMINUM ASSOCIATION ;
ARNOLD/SANDERS CONSULTING -ENGINEERS, IFfG \ I ; RICtYM W.'ARfJOLD, P.E.
16681 McGREGOR BLVD.,'$UIT.0207, CONSULTINGFJ4GINEER
FORT MYERS, FLORIDA 3360& . I f j l DREG. FLORJDAA #19334
239.267-3666 FAX 239-267.2*1
Pack&OY'IV `
4,500 THROUGH 54,000 LB. CAPACITY LIFTS
ALUM—A—VATOR AND ALUM —A —HOIST CABLE BEAM MOUNTING KITS
TE: 3/20/06
1• 600103
SION NO. A