HomeMy WebLinkAboutplans IMM Quality Boat Lifts VATOR BOAT L�F*T SPECIFICATIONS
4 POST BOAT LIFTS WITH 2 CRADLE BEAMS AND 4 CABLES STRUCTURAL ENGINEERING REVIEW
ii��pprr��,, T715 CONSTRUCTION HAS BEEN DESIGNED AS A MAIN WIND FORCE RE515TING SY5TEM,WITH
ALL SPACING TO CENTER OF PILING /� CALCULATED GRAVITY AND WIND LOADS IN COMPLIANCE VOTH THE FLORIOA BUILDING CODE.Gth
(`pjF EDITION.2017.CHAPTERS 1 G/20.ADM 2015.AND A5CU5EI 7-10'MINIMUM DE51GN LOADS
FOR BUILDINGS AND OTHER STRUCTURE5'TO WTHETAND THE WIND LOADS A550CIATED WITH AN
LIFT A B C RECOMMENDED ULTIMATE WIND SPEED OF 180 MPH,EXF05URE TF,RISK CATEGORY 1.J.L.SANDERS,P.E.HAS NO
CAPACITY Min.PILE SIZE CONTROL OF THE MANUFACTURING,PERFORMANCE,OR IN5TALLATION OF TH15 PRODUCT.THESE
GENERIC SPECIFICATIONS WERE ENGINEERED IN ACCORDANCE WITH AC�E� D ENGIN[lRING
PRACTICES BASED ON DATA PROVIDED BY THE MANUFACTU T�'IQ! ,�tpR+((VIEW 15
4,500 Ibs. 132" 120` 178" $"DIM. LIMITED TO THE PR'MARY FRAMING AND CONNECTIONS 16T,J�T EO TO COEBI!
7,000Ibs. 144' 144' 204" 8'DIA, MECHANICAL
CALCULATIONS
LSANDTITLE CTRICALCOMPONENTS.THES jQ�Q 5.111ON5TR11CjUM-
CALCULATIONS TIRED-4 P05T BOAT UF?.WHICt1. T A IIGN REGOREMENT5,1
10,000 It)S. 144' 150" 20$" 8"DIM. AND CRITERIA AND ARE AVAILABLE UPON REOL;ffq° U i a }fd Nr 5E
13,000 Ibs. 144" 150" 208' 8'DIM. sPCCINCATION5 AND REwreD cacuu7loNswE6qtE,l6V M BrEll��66��yyM��kk1FACTURCD D
FOR NON-SITE SPEGFIC USE AND NOT INTEpI�!DIOGOV�IFSITFL,51[yI�CONtl1?IONS
REQUIREMENTS AND UMITAPONS LISTED II(,111E JCiU CS�lCU T+ONS�
16,000 Ibs. 144" 168" 218" 10"DIA. �J
16,000 XL Ibs. 168" 168" 238" 10"DIA. .�--
20,000 Ibs. 168' 192" 255" 10'DIA.
27,000 Ibs. 192" 192"1 272"
10'DIA'
2515 Gabs Road NW \
/
Monroe,GA 30G5C\ 1.L-A NDERS.PE Date.Phone:239-67i-1578
lfiw.No.G6361 _
SIGNATURE NOT VAEK0IfiH0,t1TT1AISEQ 44L.
IMM BOAT LIFTS,INC.IS _
NOT RESPONSIBLE FOR THE °F• `
(� C B DOCK STRUCTURE OR ITS
ABILITY RESIST THE APPLIED
LOADS OF THE BOAT LIFT.
- THE SITE SHOULD BE
VERIFIED BY A LICENSED
\ MARINE CONTRACTOR.
Y� APPLIED LOADS WILL A PROVIDED UPON REQUEST.
STANDARD PILING SPACING
UfT CAPACITY CABLE BEAM 51ZE CRADLE 51 1! GROOVED CABLE DRIVE 511AFT DRIVE 5HAFT GEAR DRIVE GEAR N0.Of MOTOR5 DBLE5 CABLE UPT SPEED GUIDE BOAT BUNK5 BOAT BUNKS GEAR 230V/22A
NO.Of MOTOR5 MOTOR INCHES Of
CUSTOM CHANNEL 1-5EAM UNDER 51ZE 512E 5PROCKET 5PROCKET RATIO t H.P. 5PRAD dmm WOOD OPTION ALUM.OPTION P05T DRIVE BRAKE llf PER
Ibs. QCIJ6,0005A-T5 6061-TG,6005A-T5 mche5 Inches INCHES HEIGHT RATIO TORQUE MINUTE
5 X.230 H 6 x.190 H 2.375 DIA. 1 9 0 TUBE
4,500 4 x.29O W 1 T Length #5OA60 #50811 60:1 (2)3/4H.P-115V/22A 5/16 SSAC 7X19 101 41 7 2 x 8 x 1" 144 30:1 (2)1-12 H.P
2 X.160 W 120 L LIFTS 14 FT. 9 ga 23OV/1IA 304, 1 P 20' 6 FT-LBS 82
6 x.190 H 2.375 DIA.
6x.230H sOTUBE
7,000 2 x.160 W 4 x.4 L W 17'Length 9 a #50A60 #5089 60:1 (213 4HOV/11 V22A 5/16 SSAC 7x19 113 33 7 2 x 8 x 144 144 z 30:1 (2)1-12 H.P 6 FT-LBS 66
144 L LIFTS 14 FT. 9 230v/Ito 304, 1 P 217
230V22A
7 x.230 H 8 x.230 H 2.375 DIA. 1
10,000 5 x.350 W 20'Length #5OA60 #50B11 60:1 (2)3/4H.P-115V22A 5/16 SSAC 7x19 110 20 7 2 x 8 x 144 144 30:1 (2)1-12 HP 6 FT-LBS 40
2 X.160 W 150 L LIFTS 12 FT 9 ga 23001A 304,2P W 23OV22A
S x.230 H 8 x.230 H 2.375 DIA. g 0 TUBE
13,000 5 x.350 W 20'Length #50A60 #5089 60:1 (2)3/4H.P-115V22A 5/16 SSAC 7Xi9 110 16 7 2 x 8 x 144 144 30:1 (2)1-WHY
2 x.160 W 9 ga 23OW11A 304,2P 38' 6 FT-LBS 32
150 L LIFTS 12 FT. � 230V22A
10 x.250 H 2.375 DIA.
16,000 11 x.230 H 6 x.410 W 20'Length 1.9 0 TUBE #60A60 #60010 60:1 (2)t H.P 5/16 SSAC 7x19
2 X.160 W 168 L LIFTS 12 FT. 8 ga #60A50 HS 23OV/13A 304, 2P 38' 110 18 10 3 x 10 x 168 192 30:1 223OVr25A 6 FT-LBS 44
11 x.230 H 10, .250 H 2.375 DIM. 9 0 TUBE #6OA60
16,000 XL 2 X.160 W 6 x.42 W 20'Length 8 ga #60A50 HS #60B10 60:1 2( VH.P 5/ �SAP 19 134 18 10 3 x 10 x 192 192 = 30:1 (2)2 H.P 6 FT-LBS 44
168 L LIFTS 12 FT. * 23OV25A
12 x.266 H 12 x.290 H 2.375 DIA. 1.9 0 TUBE #6OA60 #60B10 60:1 (2)1H.P 5/16 SSAC 7x19 20,000 7 x.470 W 25'Length 123 13 10 3 x 10 x 192 192 30:1 (2)2 H,P 6 FT-LBS 30
2 x.172 W 192 L UFTS 12 FT. 8 ga #6OA50 HS 2301 304, 3P W 23OV/25A
14 x,313 H 12 x.290 H 3.5 DIA. 2.875 0 TUBE #60A60 #60B70 60:1 (2)1-12 HP 5/16 SSAC 7x19
27,000 7 x.470 W 21'Length 147 13 10 3 x 10 x 192 192 30:1 (2)2 H.P
2 x.313 W 192 L LIFTS 12 FT. 8 9a #60A50 HS 230V/18A 304,4P 74' 6 FT-LBS 28
z3OV25A
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�di� TT:
BOAT LIFTS---.... DWG: 600100 PUB Feb 5 2020
17030 Ahco Center Rd. Ft. Myers, FI. 339G7 Phone:(800)669-3515 Fax:(239)454-864 I
ALUM VAT OR WI
RING IRING SCH ATIC
120 / 240V
MINIMUM RECOMMENDED MOTOR 1
WIRE SIZE TABLE (AWG)
COPPER WIRE ONLY /
MAXIMUM DISTANCE FROM SERVICE TO CONTROLLER /
O
LIFT CAPACITY 75 FEET 150 FEET 300 FEET 400 FEET 14/5 SJTW CORD 3/4 hp
12/5 SJTW CORD 1 hp
AT 120 VOLTS #10 #8 #6 #6
AT 4T� /
A #12 #10 #8 #6
1 �f TO VOLTS 0001 #10 #8 #6 #4 --(!O
14/5 SJTW CORD 3/4 hp
A7000 VOL5T�' #6 #4 #2 #0 12/5 SJTW CORD 1 hp
120 / 240 V
MOTOR 2
MAIN
PANEL
(BY OTHERS) 120 / 240 GFCI BREAKER
REVERSING
CONTACTOR
f--REFER TO'STANDARD PILING SPACING CHART' —1
MOTOR ELECTRIC MOTOR
CONTROL " GUIDEPOST r (NOT SHOWN)
SWITCH
W/GFCI I I
WOOD DOCK CARPETED
I CCA TREATED
WOOD BUNKS
TO MAIN i OR ALUMINUM I STAINLESS
PANEL I STEEL CABLES
WITH I I
I I
GFCI I I
BREAKER
1/2'PVC I I
ELECTRICAL P.T.WOOD PILE
CONDUIT L (3 MIN.INTO ROCK)
(9 MIN.INTO SAND)
I I MII-I I El I I III-III-I I I I I-III III I I I FtRll
I=
_-III-IIII-I I I-I I I-I I El I la I M I El I I I-I I
E I EdIla I III I I I-I I M I I-I I i-I I M I MI I i- I-I
fiEl I LEI I Ed I I I I-1 I I-1 I I-1 I I El I Ed I M I IEl 1I-
,�,I
DWG:GOO 100 PUB Feb 5, 2020
17030 Alico Center Rd. Ft. Myers, FI. 339G7 Phone:(800)G69-3515 Fax:(239)454-8641
Legend
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122 Queen Frederika Ct
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