HomeMy WebLinkAboutElectrical DrawingExisitng 200 AMP Panel W
Existing 2P 60 AMP feeding two slips (Slip 25 & 26) v
Existing 1" PVC w (2) #4 THHN, (1) #6 THHN and (1) #8 THH _ z
J'
NEW control boxes doe 1OK lift -W a v c�
240V 20 AMP GFCI protected 3 0.0
W
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+ W O J
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CONTRACTOR INFORMATION:
Vernon A Kadel Electrical Contractor Inc
15247 60th PI North
Loxahatchee FL 33470
EC13003346
Existing 20G , .,Y„
Nu§ %%,I
ELECTRICAL DRAWING
N.T.S.
1 A
1r,q
Slip 25
Slip 26
NEW motor control
Island Dunes
Slip 25 & 26
GRAPHIC SCALE
40 0 a 40 ry�H 1A7?�
r _
IN .FEF
7 Ineh = 40 fic,
g.
In gr
._� • ems.... �• •
bu
INDIAN R1ffR
PROJECT SCOPE: INSTALL 10K 4-POST' .
?s BOATLIFT ONTO COMMUNITYbOCK
/ '` ??�� i' / ��� %a'• (SLIP 25). BOATLIFT PILES: (4)10° WOO
s 'L INSTALLED VIA JETTING.
Nei
lip
- - ..ram`, � r ;`� . �,Y 4O•
S"TCH . OF DESCRIPTION
0� VI FOR:
/.
SUBMERGED
LAND LL�ASE.
a •?r F -`` '7f1IS- /S A. R aD SVRWY'
4v
�a Sn►£ET.3 cr.3 (srAtz•: / a�Z Or VAw wiuw 9*w f Q�•
BLOOMSTER
- PROFESSIONAL LAND
SUR�Y%tg5L NC.
lot NORDStAsr DOW HIGHWAY
JEN$N BEACH, FLOMA 349P
'- PHONE 772-334- IWB .
SLIP OWNER INFORMATION: CHARLES MARSHALL
^ttaulL'""`n- OWNER ADDRESS: 8800 S'OCEAN DR., UNIT 1006, JENSEN BEACH, FL 34957
Page 12.of 22 Pages
SovereigntySubrneiged Lands Lease No.,566661298' , PCN: 3535-603-0090-000-0
COMMUNITY DOCK: ISLAND DUNES
PCN: 3534-11-0005-010-8
GOLDEN ENGINEERED 4 POST, 2 MOTOR SEA DRIVE BOAT LIFTS
STRUCTURAL ENGINEERING REVIEW
THS CONSTRUCTION HIS BEEN DESIGNEDAS A MAIN W WD FORCE RESISTING SYSTFE7.VATM
CALCULATED GRAVITY AND KNO LOADS IN COMPLIM'CE WRH THE FLORCASU LONG CCCE,
71h EDMON.2020. CHAPRERS 16 A 20. ADM 2015,ANDA5CESE! 7-16 1AWAUM DESGN LOAM
FOR BUIIDINGSAW OTHERSTRICTURES' TO VLTH STAND THE WXD LOADS ASSOCIATED WITH
AN ULTIMATE LWND SPEED CP 160 NTH. E%POSURE'p', RsK CATEGDRI I J L SANDERS,PE
HAS NO CONTROL OF THE MANUFAUTURNG, PERFORMAFxE. OR INSTALLATIONOF TH5
PRODUCT THESE GENEFEC SPECIFICATIONS WERE ENGNEERED WA„COFWANCEWTTH
ACCEPTED Vn. NEEITNG PRACTICES BASED ON DATA PROVIDED BYTFG MANTA`CT 1H"cR Thy
STRUCTURAL REVIEW IS LAIITED TO THE PAMARYFRA.%NGMO CONNECTIONSAND IS Nor
INTENDED TO COVER MECWXCM AND EIECTRCAL CCMF'CNFR�S :H STCLTICATIC,'S
ARE BASED ON STRUCTURAL CALCULATIONS TRLED'-1 FLl.I'SFAAFMUFi.% CHCONTAIN
ADDITIONAL DESIGN RECUIREMENTS AND CRITER'At ARE6VN1Fi(; 11PON REOL55T THE
BOAT LIFTS CEP.CTED IN THESE SPECFICAVOM"AND FiejLi lE3CALl;UTARDNF.WRE
ENGINEERED AS MANUFACTURED PRODUCT FOFINOtaC4TESPLCIFZ SEANO NOT IWENCED
TOCOVMSITESP-.CFICCONDMCNS,RrEOL'Fr7JRUSAI_OLIMTATIOMLLSTED49TFE _
STRUCTURAL CALCULATIONS
J L: SanCcra,PE
2515 Gratis Find RY1
M" .GA30=
Ran 23201.1578 JL SANDERS, P.E COL
Reg HsiWNo, G636t
SIGNATURE NOT VAUD. WFTHOUT RAISED SEAL
PILE SPACING CHART
The boat center of gravity
needs to be set in the center
of the top beam
Lift Capa*
1' Dimenslon'2'
Dimension
Recommended
Pile Diameters
Lb.
Ft.
FL
In.
5.000
11
10B
7,500
10,000
12
1
12.5
10
14.000
16,000
14
20.000
1 14
16
24,000
New[)12
16
STAINLESS STEEL PIUNG MOUNT BRACKET -
RECOMMENDED ATTACHMENT BASED ON BRACKET
CONFIGURATION. VERIFY ADEQUACY BASED ON
ACTUAL SITE CONDITIONS:
4-afir STAINLESS STEEL LAG SCREWS USED TO
CONNECT THE BRACKETS TO THE HUNG AND
23WSTAINLESS STEEL CARRiAGEBOLTS USEDTO
CONNECT THE BRACKETS TO THE LIFT CHANNELS
0 D
NOTE THIS STRUCTURE HAS BEEN DESIGNED FOR LOADS ASSOCIATED WITH AN ULTIMATE WIND SPEED OF 180 MPIi,EXPOSURE'D', RISK CATEGORY I,
CALCULATED PER FLORIDA BUILDING CODE 7th EDITION, 2020, ASCWEI 7-16 AND ADM-2015. BOATS SHALL NOT BE STORED ON LIFTS DURING HIGH
WIND EVENTS.
1N GENERAL, PANG PENETRATION TO BE A MINIMUM OF 1 U INTO THE SAND BOTTOM OR 6INTO THE ROCKSTRATA. SUBSURFACE CONDITIONS CAN VARY
GREATLY, THE CONTRACTOR SHALLVERIFY ALL PILE CAPACITIES. -ALL PILINGS TO BE2.5 C.10-k PRESSURE TREATED WOOD. ALL STRUCTURAL MEMBERS TO
BE 6061-T6 ALUMINUM.
SUMMARY OF DESIGN FEATURES
Q ® O O 00000 O
UFf CAPACITY
TOP BEAMCHANNEL
CRADLE 1-BEAM
2 EACH
BUNK
CABLE SIZE
CABLE
GUIDE
DRIVE
WINDER
MOTOR
INCHES
RECOM
2.EACH
BOARDS
(Pi)
SPREAD
POST
HGTH
BRGS
SHAFT
DIA
VOLTAGE
PER MIN
SAS
Lbs
INCHES
H
INCHES
IN
5,000#
4Hx.15
2 W x.23
6Hx.19
4 W x 29
107.75
2-314HP
120V DA'
140' OAL
120' LGTH
=w
��
4 - 5 16,
xIPATT
W
��
240 "/ 'OA
39,70'
8' DIA
7,50D#
5Hx.15
225 Wx.26
6Hx.19
4 W x.29
120.75
120V"A
/�2gg
x 15W DAL
144" LGTH
3z�
a
?
�z
�P
s
o
240V 4A
10,000#
6Hx.17
2.5 W x 29
8Hx.23
5 W x .35
2-314HP
120V//22ppA
x153.OAL
150'LGTH
ei
4-5 6°
ST
116.75
w
N
m
24DV/10A
7Hx.17
8Hx.25
14,00D#
23M x 29
x 1 (jAL
5 W x Al
150' LGTH
2'
o
o
o v
W
19.85'
8Hx.19
1OHx25
1fi,000#
3Wx.35
6Wx.41
o
10°DIA
x 153' OAL
168, LGTH
[7w
a a
10Hx.25
8Hx.25
¢a
zv
&'
0
2-1 HP
20,OOD#
3.75Wx.41'
x 177 DAL
6Wx.41
192' LGTH
��
¢
4 516"
q4-5' 1
x3PART
127.75
Y
0
m
��
co
120V/2�q
240 JV 14A
8Hx.25
10Hx.29
24.�#
3.75 W x.41
6 W x .50
cow
151.75
13.20°
x 201 DAL
192" LGTH
28,000#
10Hx.526
2.88 W x.437
12Hx.31
7 W x.62
4-5//16°
x60 ST ST
145
1-1 H
12 IV OA
8.57'
12' DIA
x 201 DAL
192' LGTH
4 PART
240I 715A
Golden Manufacturing, Inc. 17611 East Street, N. Fort Myers Florida 33917 Pub 12/18/20
GOLDEN ENGINEERED 4 POST, 2 MOTOR SEA DRIVE BOAT LIFTS
AEA"
STRUCTURAL ENGINEERING REVIEW
THIS CONSTRUCTION HAS BEEN DESIGNED AS A MAIN WIND FORCE RESISTING SYSTEM, WITH
CALCULATED GRAVITY AND WIND LOADS IN COMPLIANCE WITH THE FLORIDA BUILDING CODE,
7th EDITION, 2020. CHAPTERS 16 8 20, ADM 2015, AND ASCEISEI 7-16 'MINIMUM DESIGN LOADS
FOR BUILDINGS AND OTHER STRUCTURES' TO WITHSTAND THE WIND LOADS ASSOCIATED WITH
AN ULTIMATE WIND SPEED OF 180 MPH, EXPOSURE -D', RISK CATEGORY I. J. L SANDERS, P.E.
HAS NO CONTROL OF THE MANUFACTURING, PERFORMANCE, OR INSTALLATION OF THIS
PRODUCT. THESE GENERIC SPECIFICATIONS WERE ENGINEERED IN ACCORDANCE WRH
ACCEPTED ENGINEERING PRACTICES BASED ON DATA PROVIDED BYTHE MANUFACTURER. THIS
STRUCTURAL REVIEW IS LIMITED TO THE PRIMARY FRAMING AND CONNECTIONS AND IS NOT
INTENDED TO COVER MECHANICAL AND ELECTRICAL COMPONENTS, THESE SPECIFICATIONS
ARE BASED ON STRUCTURAL CALCULATIONS TITLED -4 POST SEA DRIVE UFT', WHICH CONTAIN
ADDITIONAL DESIGN REQUIREMENTS AND CRITERIA AND ARE AVAILABLE UPON REQUEST. THE
BOAT LIFTS DEPICTED IN THESE SPECIFICATIONS'AND RELATED CALCULATIONS WERE
ENGINEERED AS MANUFACTURED PRODUCT FOR NON SITE SPECIFIC USEAND NOT INTENDED
TO COVER SITE SPECIFIC CONDITIONS, REQUIREMENTS AND LIMITATIONS LISTED IN THE
STRUCTURAL
CALCULATIONS.
J. L. Senders, P.E.
2515 Gratis Read NW
Monroe, GA 30656
Phom: 234671-1578 J.L SANDERS, P.E. Date:
Reg. Florida No. 66361
SIGNATURE NOT VALID WITHOUT RAISED SEAL
PILE SPACING CHART
The boat center of gravity
needs to be set in the center
of the top beam
Lift Capacity
'1" Dimension
"2" Dimension
Recommende
Pile Diameters
LID.
Ft.
Ft.
In.
5,000
11
8
7,500
12
12
10,000
14,000
12.5
10
16,000
i 14
20,000
1 14
16
1 000
28,000
i8
12
STAINLESS STEEL PILING MOUNT BRACKET -
RECOMMENDED ATTACHMENT BASED ON BRACKET
CONFIGURATION. VERIFYADEQUACY BASED ON
ACTUAL SITE CONDRIONS:
4-3/8" STAINLESS STEEL LAG SCREWS USED TO
CONNECT THE BRACKETS TO THE PIUNG AND
2-3/8"STAINLESS STEEL CARRIAGE BOLTS USED TO
CONNECT THE BRACKETS TO THE UFT CHANNELS
6 0
NOTE: THIS STRUCTURE HAS BEEN DESIGNED FOR LOADS ASSOCIATED WITH AN ULTIMATE WIND SPEED OF 180 MPH, EXPOSURE "D", RISK CATEGORY I,
CALCULATED PER FLORIDA BUILDING CODE 7th EDITION, 2020, ASCE/SEI 7-16 AND ADM-2015. BOATS SHALL NOT BE STORED ON LIFTS DURING HIGH
WIND EVENTS.
IN GENERAL, PILING PENETRATION TO BE A MINIMUM OF 1 U INTO THE SAND BOTTOM OR V INTO THE ROCK STRATA. SUBSURFACE CONDITIONS CAN VARY
GREATLY, THE CONTRACTOR SHALL VERIFY ALL PILE CAPACITIES. ALL PILINGS TO BE 2.5 C.C.A. PRESSURE TREATED WOOD. ALL STRUCTURAL MEMBERS TO
BE 6061-T6 ALUMINUM,
SUMMARY OF DESIGN FEATURES
O O O O 00000 0
LIFT CAPACITY
TOP BEAM CHANNEL
CRADLE I -BEAM
BUNK
CABLE SIZE
CABLE
GUIDE
DRIVE
WINDER
MOTOR
INCHES
RECOM
2 EACH
2 EACH
BOARDS
(PT)
SPREAD
POST
HGTH
BRGS
SHAFT
DIA
HP
VOLTAGE
OF LIFT
PER MIN
PILING
SIZES
Lbs
INCHES
INCHES
INCHES
IN
4Hx.15
6Hx.19
2-3/4HP
5,000#
2 W x .23
4 W x .29
107.75
120V 20A
140" OAL
120" LGTH
=0
��
4 - 5.16"
x�5' T T PART
w
a
240V110A
39 70"
8" DIA
5Hx.15
6Hx.19
2-1HP
7,500#
2.25 W x .26
4 W x .29
�¢
120.75
¢ >
120V/28A
x 153" OAL
144" LGTH
��
W
m
ui
0
240 114A
6Hx.17
8Hx.23
2-3/4HP
10,000#
2.5 W x .29
5 W x .35
`o
CD
120V20A
x153"OAL
150"LGTH
4-516"
x2O'T
116.75
1`o7
o
a
2410A
19.85"
7Hx.17
8Hx.25
14,000#
2.75yyA
150"LGTH
PART
o55
s
oJc'
W
o-
8 H x
10 H x
16,000#a.
.19
3Wx.35
.25
6Wx.41
=o
a
mn
10" DIA
x 153" OAL
168" LGTH
cow
��
N
d EL
�J
o
2-1HP
8Hx.25
10Hx.25
20,000#
3.75 W x .41
6 W x .41
Na
/I "
127.75
120V�28A
x 177 DAL
192" LGTH
xz
m�
x4- %1
3 PART
N
=
y
240V114A
8 H x.25
10 H x.29
24,000#
3.75 W x .41
6 W x .50
151.75
13.20"
x 201 DAL
192" LGTH
28,000#
10Hx.526
2.88 W x .437
12Hx.31
7 W x .62
4-%16"
x60' ST ST
145
2-1-1 H'
120V 330A
857°
12"DIA
x 201 DAL
192" LGTH
4 PART
240V/15A
Golden Manufacturing, Inc. 17611 East Street, N. Fort Myers Florida 33917 Pub 12/18/20
GOLDEN ENGINEERED 4 POST, 2 MOTOR SEA DRIVE BOAT LIFTS
STRUCTURAL ENGINEERING REVIEW
THIS CONSTRUCTION HAS BEEN DESIGNED AS A MAIN WIND FORCE RESISTING SYSTEM, WITH
CALCULATED GRAVITY AND WIND LOADS IN COMPUANCE WITH THE FLORIDA BUILDING CODE,
7th EDITION, 2020, CHAPTERS 16 8 20. ADM 2015, AND ASCEISEI 7-16 'MINIMUM DESIGN LOADS
FOR BUILDINGS AND OTHER STRUCTURES' TO WITHSTAND THE WIND LOADS ASSOGATED WITH
AN ULTIMATE WIND SPEED OF 160 MPH, EXPOSURE'D', RISK CATEGORY I. J. LSANDERS, P.E.
HAS NO CONTROL OF THE MANUFACTURING, PERFORMANCE, OR INSTALLATION OF THIS
PRODUCT. THESE GENERIC SPECIFICATIONS WERE ENGINEERED IN ACCORDANCE WITH
ACCEPTED ENGINEERING PRACTICES BASED ON DATA PROVIDED BY THE MANUFACTURER. THIS
STRUCTURAL REVIEW IS LIMITED TO THE PRIMARY FRAMING AND CONNECTIONS AND IS NOT
INTENDED TO COVER MECHANICAL AND ELECTRICAL COMPONENTS. THESE SPECIFICATIONS
ARE BASED ON STRUCTURAL CALCULATIONS TITLED -4 POST SEA DRIVE UFT', WHICH CONTAIN
ADDITIONAL DESIGN REQUIREMENTS AND CRITERIA AND ARE AVAILABLE UPON REQUEST. THE
BOAT LIFTS DEPICTED IN THESE SPECIFICATIONS AND RELATED CALCULATIONS WERE
ENGINEERED AS MANUFACTURED PRODUCT FOR NON -SITE SPECIFIC LICE AND NOT INTENDED
TO COVER SITE SPECIFIC CONDITIONS, REQUIREMENTS AND LIMITATIONS LISTED IN THE
STRUCTURAL CALCULATIONS.
J. L. Sanders, P.E.
2515 Gratis Road NW [
Monroe, GA 30656
P.:.9-671-1578 J.L. SANDERS, P.E. Date:
Reg. Florida No. 66361
SIGNATURE NOT VALID WITHOUT RAISED SEAL
PILE SPACING CHART
The boat center of gravity
needs to be set in the center
of the top beam
Lift Capacity
'1" Dimension
"2" Dimension
Recommended
Pile Diameters
Lb.
Ft.
Ft.
In.
5,000
11
8
7,500
10,000
12
12
12.5
10
14,000
16,000
14
20,000
14
16
24,000
28,000
16
12
STAINLESS STEEL PILING MOUNT BRACKET -
RECOMMENDED ATTACHMENT BASED ON BRACKET
CONFIGURATION. VERIFY ADEQUACY BASED ON
ACTUAL SITE CONDITIONS:
4-3/8" STAINLESS STEEL LAG SCREWS USED TO
CONNECT THE BRACKETS TO THE PILING AND
2-3/8" STAINLESS STEEL CARRIAGE BOLTS USED TO
CONNECT THE BRACKETS TO THE LIFT CHANNELS
0 0
NOTE: THIS STRUCTURE HAS BEEN DESIGNED FOR LOADS ASSOCIATED WITH AN ULTIMATE WIND SPEED OF 180 MPH,EXPOSURE "D", RISK CATEGORY I,
CALCULATED PER FLORIDA BUILDING CODE 7th EDITION, 2020, ASCE/SEI 7-16 AND ADM-2015. BOATS SHALL NOT BE STORED ON LIFTS DURING HIGH
WIND EVENTS.
IN GENERAL, PILING PENETRATION TO BE A MINIMUM OF 10' INTO THE SAND BOTTOM OR 5' INTO THE ROCKSTRATA. SUBSURFACE CONDITIONS CAN VARY
GREATLY, THE CONTRACTOR SHALL VERIFY ALL PILE CAPACITIES. ALL PILINGS TO BE 2.5 C.C.A. PRESSURE TREATED WOOD. ALLSTRUCTURAL MEMBERS TO
BE 6061-T6 ALUMINUM.
SUMMARY OF DESIGN FEATURES
O O O O 00000 0
LIFT CAPACITY
TOP BEAM CHANNEL
CRADLE I -BEAM
BUNK
CABLE SIZE
CABLE
GUIDE
DRIVE
WINDER
MOTOR
IN
INCHES
RECOM
2 EACH
2 EACH
BOARDS
(PT)
SPREAD
POST
HGTH
ERGS
SHAFT
DIE
HP
VOLTAGE
LIFE
PER MIN
PILING
SIZES
Lbs
INCHES
INCHES
INCHES
IN
5,000#
4Hx.15
2 W x .23
6Hx.19
4 W x .29
107.75
2-3/4HP
120V 20A
140" OAL
120" LGTH
=0
oa
4 - 5.16"
x15PSARTT
w
240V/10A
39 70"
8" CIA
5Hx.15
6Hx.19
2-1HP
7,500#
2.25 W x .26
4Wx .29
�Q
120.75
Qa
o ?
120V//28A
x 153" DAL
144" LGTH
<
240V714A
6Hx.17
8Hx.23
2-3/4HP
10,000#
2.5 W x .29
5 W x .35
c'S<
120V/20A
x 153" OAL
150" LGTH
`�'
4-57Hx.17 'S<16"
ST
116.75
to
a',
w
m
<
240' /10A
8Hx.25
14,000#
2.7555yy
5 Wx.41
x0T
2 PART
19.85"
x-DAL
150"LGTH
cc:`
w
ra
8Hx.19
10Hx.25
16,000#
3 W x .35
6 W x .41
xo
10" DIA
x 153" OAL
168" LGTH
CD-
as
=
N
a >
a
J
o
2-1 HP
8Hx.25
10Hx.25
20,000#
3.75 W x.41
6 W x.41
Na
/
127.75
o
r Q)
m
120V 28A
x 177 DAL
192" LGTH
oz
XQ
x455ST 6T
3 PART
N
T
T' _
rC.,
240V114A
8 H x.25
10 H x.29
24,000#
3.75Wx.41
6Wx.50
"`73
151.75
13.20"
x 201 DAL
192" LGTH
28,000#
10Hx.526
12Hx.31
4-516"
2-1-1
8.57"
2.88 W x.437
7 W x.62
x60' ST ST
145
12101320H
12" DIA
x 201 DAL
192" LGTH
4 PART
240V/15A
Golden Manufacturing, Inc. 17611 East Street, N. Fort Myers Florida 33917 Pub 12/18/20
Island Dunes Yacht Club
Jensen Beach, FL 34957
Email:yachtclub.id@gmail.com
March 25, 2022
St. Lucie County Building Department
To Whom it May Concern:
aao3� -aas�
RECEIVED
MAR 2 9 2022
St. Lucie County
Permitting
The Island Dunes Yacht Club Association has no objections to a boatlift being
installed at Slip #26 for the owner, Carl Nowik.
Thank you,
Troy Anderson, Commodore
Island Dunes Yacht Club Board of Directors
FILE COp�