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56-408298-001,002-EE b
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Southeast District
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DECKING FASTENED TO STRINGERS AS SPECIFIED
MODIFICATION TO COMPOSITE DECKING
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DECKING SPACING T00E,SINCH SPACING BETWEEN DECKBOAROS.
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TYPICAL PLAN STRINGERS ® 24-OC FOR COMPOSITE
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DECKING (OR PER DECK MFGR)
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GENERAL DOCK DETAIL
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SEE SITE PLAN FOR
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LENGTH AND
LOCATION
BENT OR CROSS DUCK
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ATT CH DECKING WITH XIO X 3- (31W SS)
ALL THRU BOLTS, NUTS. WASHERS
CD
SCREWS.2 PER DECK STRINGER
SM' STAINLESS W NUT FULLY THREADED
TYPICAL SECTION
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• TYPICAL PROFILE
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BENT OR
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PILINGS JETTED TO A MINIMUM 6'
��UNGs
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PENETRATION AS
(TYP)EMBED
NEEDED FOR ADEQUATE
MINIMU FEET TREAT
56-408298-001'002-EE
BEARING AND STABILITY
PERMA
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WRAP
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PROTECTION
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p, Southeast District
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STRINGER BUTT SPLICE DETAIL
Vol
CENTER STRINGERS TOE NAILED
7
W (2) # 16 (304 SS) RING SHANK
NAILS @ EACH BENT
OUTSIDE STRINGERS FACE -
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NAILED W 16 RING SHANK
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(304 SS)AS SHOWN iL_TC- i
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SECTION PROFILE ALL CONNECTIONS AND
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SPECIFICATIONS
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27,000 K CAPACITY BOAT LIFT SEE MANUFACTURER �,S
DETAILS AND SPECIFICATIONSg+ p�
10" X 25' PILINGS MINIMUM SPECIFIED EMBEDMENT INTO ¢ p
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STABLE BOTTOM DOES NOT INCLUDE MUCK OR SILTti
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Permit Number Vw
DETAIL FOR GENERAL INFORMATION ONLY, A r
CONTRACTOR SHALL ADJUST PILE SPACING
AND EMBEDMENT TO COMPLY WITH 56-408298-001,002-EE
MANUFACTURER SPECIFICATIONS
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SEE SEPARATE ELECTRICAL SCHEMATIC BY
ELECTRICAL CONTRACTOR � 7
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ALL BOAT LIFT SHOREPOWER OR
OTHER ELECTRICAL WORK BY OTHERS 0
IMM Quality Boat Lifts PLATINUM BOAT LIFT SPECIFICATIONS
4 POST BOAT LIFTS WITH 2 CRADLE BEAMS AND 4 CABLES
ALL SPACING TO CENTER OF PILING
LIFT
CAPACITY
A
B
C
RECOMMENDED
Min. PILE SIZE
.1,50 Ibs.
132'
120'
178'
8• DIA.
7,000 Ibs
144•
144'
204'
8' DIA.
10.000 Ibs.
144'
150'
208'
8' DIA.
13.000 Ibs.
144"
15V
208,
8' DIA,
16,000Ibs.
1.14'
168"
218'
10' DIA.
16,000 %Llbs.
168'
168'
238'
10' DIA.
20,000Ibs.
168'
192'
255'
10' DIA.
27.ODO Ibs.
192'
192'
27r
I0' DIA.
STRUCTURAL ENGINEERING REVIEW
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Permit Nun her S Tu t T VAUDWITHOUT RAISED SEAL
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STANDARD PILING SPACIN
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56-408298-001,002-EE b
Southeast District
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4,500
5x230H
Gx-190H
4 x 290 W
2.375 L'lls.
1 r Length
L90TUBE
375:1
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LtFTS 114 FT-
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13c:r, to
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7 000
6 x •230 N
6x-190H
4 x 290 w
2.375 CIA.
I P Length
19 0 TUBE
375 (
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5716 SSAG )xt9
113
•'•6
7
144
2 x -160 v/
144 L
LIFTS 14 Fr-
9 ga
23OVII IA
3" 1P 29'
12.0.34.1
10,000
7 x .230 H
8 x .230 H
5 x ,350 W
2.375 D1A.
20 Length
1 9 0 TUBE
375.1
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511E SSAC 7r19
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18
7
2 x 8, 1..1
14.1
2 x -160 W
t50 t
LIFTS t?FT,
9 �
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304 2P 317
13.000
B x 230 H
8 x .350 W
21375 DIA.
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110
18
7
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14.1
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11FTS 12 FT
993
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30» P 38'
16,001)
it x.230H
101.25011
6..41OW
2375 01A.
20'Ler Length
9
1,901UaE
375:1
C41HP
W16 SSAC 7x19
110
1a
10
3.10.169
I92
2 X .160 VU
168 L
LIFTS 12 FT,
8 ga
23CV11Y1
304 2P 38'
16,000 XL
11x.MH
10x.250H
6 x .410 V.•
2.375Dtk
20• t englh
1.90TUBE
375:1
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511GSSAC709
13.1
18
10
3 x 10 x 192
192
2 X 160 W
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ICA L
LIFTS 12 FT.
8 6a
7lCn t3A
3C4 7P 38
20,000
12 x .266 H
t2 x 290 H
7 W
2,375 CIA,
19 0 TUBE
3751
(21+H o
5116 SSAC 7.10
123
12
10
3-10-192
192
2 x _172 W
x .470
2Fi Length
a 9�
27V)7L.1
Spy 3P 60'
192 L
LIFTS 12 FL
27,OOD
14x.313H
12x.200H
7 x 470 W
35 DIA,
2 a n
7,8750TUBE
f2 1.
SI 7119
147
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t0
3410,192
192
2 x .313 W
192 t
LIFTS
LIFTS 12 FT.
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304 »P 7»'
IMM QUALITY
HOAT LiFIT5r-
17030 Mco Center Rd-
r 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 W0.L BE
PROVIDED UPON REQUEST.
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DWG- GOO100 PUB Feb 5, 2020
Ft. Myers. Fl. 339G7 Phone-' (800) GG9.3515 Fax: (239) 454-8b4 1
PLATINUM WIRING SCHEMATIC
MINIMUM RECOMMENDED
WIRE SIZE TABLE (AWG)
COPPER WIRE ONLY
MAXIMUM DISTANCE FROM SERVICE TO CONTROLLER
VFT CAPACITY
75 FEET
150 FEET
300 FEET
400 FEET
A 5°It
# 10
#8
#6
#6
VOLTS
4T0VOLTS
AT°2
# 12
# 10
#8
#5
0
TO 0001
# 10
#8
� #6
#4
A7 2° 440� VOLTS
0001
6
#
�I2
NO
AT 240# VOLTS
MAIN
PANEL
(BY OTHERS)
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
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14/5 SJTW CORD 3/4 hp
12/5 SJTW CORD 1 hp
120 / 240 V
c� R 2
N
120 / 240 GFCI BREAKER ++
MOTOR
CONTROL
SWITCH
W/GFCI
WOOD DOCK ,
REVERSING
CONTACTO
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Permit Number
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56-408298-001,002-EE
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Southeast District
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(NOT SHOWN)
CARPETED
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WOOD BUNKS
OR ALUMINUM
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ELL ECTRICAL
CONDUIT
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1 11-11 --1 1 1--1 I I;
1 STEEL CABLES
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T P.T. WOOD PILE
% (3' MIN. INTO ROCK)
/ (8' MIN. INTO SAND)
D'.VG G00100 PUB Fco 5, 2020
17030 Ahr-o Center Ra, Ft. Mycr5, FI. 339G7 Ftionc: (600) GG9.3515 Fa-; (2391 454.8G•; I
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DESIGN CRITERIA
2020 FLORIDA BUILDING CODE 7TH ED EXPOSURE CLASSIFICATION - 0
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WIND LOAD BASIS ASCE 7, 2016 EDITION
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BUILDING CLASSIFICATION - 2
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BASIC WIND SPEED - 166 MPH OPEN STRUCTURE
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MEAN HEIGHT - 5'
"
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MATERIAL SPECIFICATIONS
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1) THE FOLLOWING ARE MINIMUM SPECIFICATIONS, INCREASED PILE SIZE,
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ETC.. IS APPROVED
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2) SUBSTRUCTURE
A) PILING - 8" MARINE. 2.5 CCA (SEE PLAN VIEW)
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B)CROSS TIES 2" X 8", #2 GRADE, SYP, 40 ACQ STRINGERS - 2" X 8" , #2 -DOUBLE ON " O.C.
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GRADE, SYP , 40 ACQ o F E 'y
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3) DECKING
A) 2" X 6" # 1 PRESSURE TREATED LUMBER +
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4) FASTENERS
A) THRU BOLTS, ALL THREAD - 5/8 304 STAINLESS WITH STAINLESS L
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WASHERS AND NUTS
B) INTERIOR STRINGERS TOE NAILED TO BENTS A Permit Number
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C) DECK FASTENERS - 3" # 10 STAINLESS, SELF DRILLING, 2 PER DE K
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BOARD/ STRINGERI 56-408298-001,002-EEus
D) DECK SPACING TO BE .5 INCH BETWEEN DECK BOARDS. ,
INSTALLATION SPECIFICATIONS d
RT Southeast District ,°
THE PURPOSE OF THESE SPECIFICATIONS IS TO DEFINE UNIFORM C I �,
STRUCTION STANDARDS IN TERMS OF BOTH GEOMETRY ( LENGTH, WI, 7
AND HEIGHT) AND CONSTRUCTION PRACTICE (MATERIALS USED AND ® S
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HOW THEY ARE INSTALLED). O~
1) SUBSTRUCTURE `f O'Td d Z S
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A) CROSS TIES - EXTENDED 3" BEYOND PILE CENTERLINE, NOT TO PROJECT
BEYOND EXPOSED EDGE OF PILE
B) STRINGERS - 24" MAX CL TO CL IF 2X6 16" CL TO CL IF COMPOSITE. OVER-
LAPPED AS NEEDED TO ENSURE END OF STRINGER PROJECTS PAST UNDER-
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LYING CROSS TIE MINIMUM 2", NOT TO EXTEND TO THE EXTENT THAT
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STRINGERS OR DECK BOARDS CAN IMPEDE BOATS. EXTERIOR EDGE OF
PILING SHALL BE A MINIMUM OF 2" OUTSIDE OF ANY CROSS TIE, STRINGER,
OR DECK BOARD.EXTERIOR STRINGER TO BE DOUBLED WITH FLITCHED
JOINT BETWEEN PILINGS AND BOLTED TO PILING FOR FLUSH APPEARANCE.
2) ATTACHMENT TO ADJACENT SEAWALL - DOCK STRUCTURES ARE TO NOT
BE ATTACHED TO ADJACENT SEAWALLS
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