HomeMy WebLinkAboutVATOR BOAT LIFT SPECIFICATIONSIMM Quality Boat Lifts VATOR BOAT LIFT SPECIFICATIONS
POST"BORT�LIFTS W[rHI 2 CRADCEBEAMS AND 4 CABLES STRUCTURAL ENGINEERING REVIEW
ALL SPACING TO CENTER OF PILING
THIS CONSTRLCIION HAS BPiN DESIGNED A5 A MAIN YARD FORLE RESISTING
LIFT
CAPACITY
A
B
C
RECOMMENDED
Min. PILE SIZE
4.506Ibs,
132'
120'
1784
8" DIA:
7,060'Ibs,
144"
144'
204"
8' DIA.
10,0001bs,
144"
150'
2W
8" DIA:
13,000Ibs.
14.1"
150'
208'
8' DIA,
16,000 Ibs,
144'
168'
218'
10" DIA.
16.000 XL Ibs:
168'
16W
236'
10" DIA.
20,000 Ibs.
168'
192'
255'
10" DIA.
27,000'Ibs,
192'
192'
27Z
10" DIA.
i - A�w
;STANDARD PILING SPACING
5Y518d, W1t CALCULATED GRAVRY AND WIND LOADS IN COMPLIANCE WTM THE
FLORJDA BIALDING CODE 2014, CHAPM 19 4 20. ADM 2010, ASCM7-10.
AND 'MINIMUM DESIGN LOADS FOR 5UILDING5 AND OTMERSTRLICRIREV TO
%T MSTAND THE WIND LOAD5 A550CIATED WFM AN ULTIMATE WIND 5PEED OF 180
MPH, Dn%F,E 9?, RISKCATEGORY' I'. ARNOLMWDM CONSULTING
E4G111 IMS HAS NO O NMOL OFTHE MANUPA4iUR1 & FMIORMMICE:'OR
INSTALLATION OP THl5 PRODUCT. THESE G17JI3tIC FLANS WIRE ENGINEVW.IN
ACCORDANCE WHT1 AC.CUTW ENGINEERING PRACnM AND DATA PFXMDfD BY
.TttY.MANUFALtURER,
kxuev m CaaAto36aTam.4c. J.Ls+�iDM- -�
Cc1bec"dkCho1=hm 94s1 ".r-ld, 40.GG361 Drtv
12% MMoG�go� BAd. _' tW 103
Pi 1.faf, fL 33919
23 W-36"
SIGNATURE NOT VALID VATHOUT.RAISED SEAL.
IIfTCYAW
CABI WMM
CR4D M
GROMCM
DI'BVE%W
DRA!ESHATT
GfARm
w
10.OfVAm
OlB1f5
CABLE
11fT5fM
M
BOATWNK5
BOAT BIM.
dASTOMCH0.M
Nm
WIw5m
5m
SPAT
5R(pm
.RATIO
{H,P,
5FM
Fm
6s.
6%I•TG,0005A•T5
G061 . 00%45
md¢s
rim
Ulm
�
HBGHT
HOOD OPTIONAl11M.OP(ION
4;500
5 X,230 H
6 x..190 H
4 x.296 W
2,375 DIA,
17" Length
1.90 TUBE
#SOA60
M54811
60:1
12)3lak P-11,v,7JA
5lt6 SSAC 7x19
101
41
7
2X B X 144
144
2 x .160 W
120 L
UFTS 14 FT.
9 ga
230V/I IA
304, i P 20
7,000
6.X .23U H
6 x .190 H
4X mw
2.375. DNL
17"Length
1.9 01U6E
N5Q.A60
(J5OB9
60}1
(2134H,P-ItSv,?2t
6t16SSAC2(y
113
33
7
2X8k144
144
2x _16O W
144 L
LIFTS 14FT,
9ga
230V/il!
304: 1P 2tr
101000
7 X .230. H
S x .230.H
5 )(.350 W
2.375 DIA.
20' Letrgth
1.90 TUBE
EOSOA60
#50Bi 1
600
(,1jW4HP•I1.^/,22A
5116 SSAC.7X19
110
20
7
12XIIII14
114
2 X,,160 W
150 L
UF1S 12 Fr, _
994
2301#11A
304. 2P 36
13,000
8 x „230 H5'x
-8x.230H
,350 W
2,375 DlA,
20' Length
1.9 0 TUBc'
H6OA60
r50B9
63:1
t2)3 ak.?•t15V,2'A
16 SSAC 7x19
110
16
7
2x 8 x 144
144
2 X .160 W
150 L
LIFTS 12 FT,
9 ga.
23QW J11A'
304. 2P 39
16,000
1x.230H'
10X.250H
6X,.410W
2.375 DIA
20'LbrVh
1,90TU8
g6DA60
#60BID
60:1
(2)IH.P
5{16SSAC7x1?
110
16
10
3xtog 169
192'
.
X.160W
168 L
UFTS12FT.
8ga
P60A50HS
23Wi3A
304, 2P 38'
16,WOXL
11 %,230H
10 1.250H
6x 410W
2:375 DIA.
20' Length
.go—
. Up:
d60A60
#60610
60ti
(2)IH.P
W16SSAC7x19
134
18
10
3x10x192
192
2 X .160 W
t6e L
LIFTS 12 F7,
8 ga
r760A50 HS
23OV113A
304, 2P 33
20,000
2 X :266 H
7 x' 7O H "
7 1
2W L 01A..
2S Length
100 TUBE
!l60A60
x60610
60:1
(2j IH.P
5116 $SAC 7x19
123
13
10
3 x 10 x 192
192
2 X ,172 W
1'92 L
192 L
UFTS'I2 FT.
8;ga
066ASO HS
237Vi t3.1
304. 3P 60
27,OD0
14x.313H
12 x
7x.470H
7 x :470 UJ
3S DUI,
21' Length
2.8750TUBE
-g
R6OA60
#60510
60:1
r2)m12Hg
5116SSAC7x19
147
13
10
3x10x192
192
2 x,.313 W
192E
I LIFTS 12 FT;
ga
g60A5O HS
23DVi lm
304, 4P 74'
II&M QUA LI Y.
-- 13OA'1' 1-1VI.S --
z
n
u_I
��0—
�
vRJ
•
IMM BOAT LIFTS, INC. IS
NOT RESPONSIBLE FOR THE
DOCK STRUCTURE OR 115
ABILITY RESIST THE APPLIED
LOADS OF THE BOAT LIFT:
THE SITE SHOULD. BE.
VERIFIED BY A LICENSED
MARINE CONTRACTOR.
APPLIED LOADS WILL BE
PROVIDED UPON REQUEST,
NO, Of MOTORS
MOTOR
INCHES a°
W.
BW
TCRAIJE
MTRIUf�E
30;1
(2)1.112x,P
6FT-LBS
B2
23<rJrn �
30;1
(2)1.112H.P
6FT-LBS
66
23tri,7?A
301
(2)"12H P
6 FT•LBS
40
23f"!(22A
30:1
(2)1-IRH.P
6FT-LBS
3`
2:d'i OA
30:1
(212 H.P
6 FT•IBS'
44
230J/2Y
30:1
R12.H.P
6FT-Las
44
230V,'7.�A
50:1
(2)2I4.P
6 FT•I.BS
30
23()Vr.;A
E
�J212H,P
GFTaBs
28
23pJ�A
D'NG: GOO 100 PUB Jan 26, 201 G
Ft, Myet5, FI, 339G7 Phone: (800) GG9-3515 Fax: (239) 454-8G41
17030 Ahco Center Rd.
-'DESI N FOLLOWS ALL IAPPLIOPBLE CODES FROM FBC
' 017, 6TH EDITION i I
-SITEYOUT PROVIDEiD BY:
ST LI. iCIE COUNTY PROPERTYlAPPRAISER
- TUR IDITY CURTAINS TO BE I]SED FOR
PILE NSTALLATION WgRK I
- FOLLOW ALL STANDARD FEDdRAL MANATEE
CON ��ITIONS AND SMALLTOOfH SAWFISH CONDITIONS
- LIFT Y IMM QUALITY LIFTS
1703 ALICO CENTER qD 1 108' WIDE FINGER CANAL
FT M FERS, FL 33967 I I OFF OF INDIAN RIVER
(800) 545-5603
- SEE IFANUFACTURER tPECS IrOR INSTALL 12'
I--12'
AD r CENT SINGLE CHRISTOPHER WORKMAN
FAMILY RESIDENCE 238 BIMINI DRIVE
FT PIERCE, FL 34949
PARCEL ID: 1425-701-0045-000-7
1. -IT11 1111100h
M
ROPOSED
M YC
ALUMAVATOR
13K BOAT LIFT
9"0 MARINE PILE
x25', 10' (MIN)
! !
PENETRATION
.15' --- INTO FIRM SOIL
I I
I I
M HVJ
EXISTING 8' WIDE
MARGINAL DOCK
TO REMAIN
ADJACENT SINGLE
FAMILY RESIDENCE
I 0<<5<<�
L
C ISTOPHER R. C O ORE, PE
FLORIDA PE # 74580
scA�e: r=zo
Cro��i�shore Marine Engineering Inc. DATE: 08.10.18 CHRISTOPHER WORKMAN
00 ANDROS ROAD, PALM SPRINGS, FLORIDA 33461 FT PIERCE, FL P_ 1
PH (561) 951-6036 PRO �y
FBPE CERT OF AUTH: 30254
DRAWN BY: CRC E --�- SHEET 1 OF 1