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Wind_Load_Basis =ANSI/ASCE 7-1-0 J C%'.,
Basic Wind Speed 1.50_MP_H7
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Building Classification - 2 a a
Exposure Classification - C
Open Structure
Material (Min) Specification Substructure
a) Pilings, 8" Dock, 10" Lifts, outer dock and Mooring Marine 2.5 CCA
b) Cross Ties, Bents 2"x 8", 2x10" Bents GT 8 ft. #1 Grade, 0.6 CCA W .�
c) Stringers, 2"x6" Span less than 10'
d) Stringers 2"x8" Span GT than 10'
Decking Sure Step Flow through Decking, 1' x 4' and 1' x 8' panels Z
Fasteners „Q
a) Thru Bolts, All thread 5/8" 304 SS with SS lock washer & nuts
b) Deck Fasteners 4" #10 SS Self Drilling, 2 per Deck panel per stringer
INSTALLATION INSTRUCTIONS W
The dock is to be Installated in compliance with construction standards and p
practices accepted by the Industry and within the rules of St. Lucie County N
SUBSTRUCTURE
1) Pilings - To -Refusal, expect minimum 6'embed docks, 10' embed lifts
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2) Cross Ties - Extend 3" beyond Pile CL but not greater than pile edge
3) Stringers - Overlapped as needed to ensure end of stringer projects
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Past underline cross tie min 2", not to extend where stringers impede boat traffic.
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4) Single yoke on end pilings, utilize non structural face plate between piles to finish
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5) Cross Tie Maximum Span 10 feet 2x8, 2x10 10-15 ft
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Dock Designs shown exceed current industry standards for the construction
of residential docks. Use of these drawings and designs is at the owners risk.
Every effort has been made to design a structure that complies with the design criteria
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The criteria is not to be construed as a warrenty or guarantee of -any kind.
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NOTES:
1.
wragone Development Services, LLC
361 NW Dewburry Terrace, Jensen Beach, Florida 34957
Phone: (772)291-8177
E-mail: antonpe@comcast.net
Certificate of Authorization:27451
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Dock Section
Bethea Residence
12060 Riverbend Dr
Port St. Lucie. St. Lucie C
Urey P. Anton
PE FL 46527
Scale.
NTS
Designed By
JPA
Drawn By
JPA
FL Date a .2012
N
0 25 50
GRAPHIC SCALE: 1" = 25'
Property Line
DESIGN BASIS
Replace Dock, in Kind, Same Location
1. 75 It x 4 ft Entry Dock
10'to30ft8"Piles, 10'OC
2. 10' x 16' Platform, 30 ft 10"Piles, 10' OC Max
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3. 25' x 4' Dock, 30 ft 10" Piles, 10' OC Max
4. Replace lift beams, motors, cables for 10,000 Capacity
5. Replace Lift Pilings, 10" x 30 it
6. Install 2 10"x 30 ft Mooring Piles E
7 Install all Flow through Decking, Sure Step 3E
8. Optional Wrap Pilings with inert non -leaching synthetic
Electrical
Service Line
12060 Riverbend Road
Port St. Lucie,
Bay St. Lucie Plat
Lot 11
AREA COMPUTATIONS
Total Dock Area 560 sf
Total Pre-empted area 548 sf
Pilings 14.8"
16 -10"
Area Pre Empted
Shallower than Photic Zone 80 sf
(photic •6 ft or shallower)
1L`riia—da eridlBiRs'�20`tOFCg?►-�
nd:Load Baslst-ANSYfE470
Basic Wlnd Speed 150 MPH
Building Classification - 2
Exposure Classlficafion - C
Open Structure
Property
Riparian Extension fini
25' Setback
12'x12' Lift
10,000lb
Capaci
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75.
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�0""Lift Pile
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10.
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10" Mooring
Pile
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lope
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Dock typ
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--10-Mooring tYP
Pile
25' Setback
Riparian Extension line
Pile
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GOLDEN ENGINEERED 4 POST9 2 MOTOR SEA DRIVE BOAT
AEr".
PILE SPACING CHART
The boat center of gravity
needs to be set in the center
of the top beam
Lift Capacity
1" Dimension
7 Dimension
Recommended
pile Diameters
Lb.
Ft.
Ft.
In.
5XID
11
8
7;500
12
12
10,000
12.5
10
14�000
16;000
14
20;000
14
16
24;000
1 16
STRUCTURAL ENGINEERING REVIEW 1
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 2010, SECTION 1609, ADM 2005, AND ASCE/SEI 7-10
"MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES' TO
WITHSTAND THE WIND LOADS ASSOCIATED WITH AN ULTIMATE WIND SPEED OF
170 MPH, EXPOSURE'.D°. ARNOLD/SANDERS CONSULTING ENGINEERS HAS NO
CONTROL OF THE MANUFACTURING, PERFORMANCE, GR INSTALLATION OF THIS
PRODUCT. THESE GENERIC PLANS WERE ENGINEERED IN ACCORDANCE WITH
ACCEPTED ENGINEERING PRACTICES AND DATA PROVIDED BY THE
MANUFACTURER,
AMoltl/Sanders Consulting Engineers, Inc._ J.LSANDERS -�-+` ^/
Certificate of Au0lor'vatim WI Reg. Florida No.66361
1668, McGregor Blvd, Suite 102, Ft. Myers, R 33908 Dale:
239.267-3666 Fax:239.267-2771
SIGNATURE NOT VALID WITHOUT RAISED SEAL J
STAINLESS STEEL PILING
MOUNT BRACKET, 4-%"
STAINLESS STEEL LAG SCREWS
USED TO CONNECT THE
BRACKETS TO THE PILING AND
2-%" CARRIAGE BOLTS USED
TO CONNECT THE BRACKETS
TO THE LIFT CHANNELS
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NOTE: THIS STRUCTURE WILL WITHSTAND WIND LOADS ASSOCIATED WITH AN ULTIMATE WIND SPEED OF 170 MPH, EXPOSURE "D"
CALCULATED PER F.B.C. 2010 AND ASCE/SEI 7-10. BOATS SHALL NOT BE STORED ON LIFT DURING HIGH WIND EVENTS.
IN GENERAL, PILING PENETRATION TO BE 10' INTO THE SAND BOTTOM OR 5' INTO THE ROCK STRATA. SUB -SURFACE CONDITIONS
CAN VARY GREATLY, THE CONTRACTOR SHALL VERIFY ALL PILE CAPACITIES. ALL PILINGS TO BE 2.5 C.C.A. PRESSURE TREATED WOOD.
O O O O O O O O O O
LIFT CAPACITY
TOP BEAM CHANNEL
CRADLE I -BEAM
2 EACH
BUNK
CABLE SIZE
CABLE
GUIDE
BRGS
DRIVE
WINDER
MOTOR
INCHES
RECOM
2 EACH
BOARDS
(PT)
SPREAD
POST
HGTH
SHAFT
DIA
HP
VOLTAGE
OF LIFT
PER MIN
PILING
SIZES
Lbs
INCHES
INCHES
INCHES
IN
4 H x .15
6 H x .19
2- 3/4 HP
5,000#
2 W x .23
4 W x .29
98
120V/20A
140" OAL
120" LGTH
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CD
4 - 516"
x15' TST
1 PART
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240W1 OA
39.70"
B" DIA
5Hx.15
6Hx.19
2-1HP
7,500#
2.25 W x .28
4Wx .29
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120V/20A
x 153" OAL
144" LGTH
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240V/10A
6Hx.17
BHx.23�
2-3/4HP
10,000#
2.5 W x .29
5 W x .35¢
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T=
Or
120V/20A
x 153" DAL
150" LGTH
4-5.l6"
T ST
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240V/1 OA
19.85"
7Hx.17
8Hx.25
5 W x
14,000#
2.75 W x .29
153" DAL
.41
150" LGTH
20P
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W
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8Hx.19
10Hx.25
16,000#
3 W x .35
6 W x .41
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10" DIA
x 153" DAL
168" LGTH
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2-1 HP
120W20A
240V/10A
20,000#
8 H x .25
3.75 W x
10 H x .25
6Wx .41
122"
.41
x 177 OAL
192" LGTH
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4- 5/16"
x45' ST ST
3 PART
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13.20"
8 H x .25
10 H x .29
24,000#
3.75 W x .41
6 W x .50
Mw
134"
x 201 OAL
192" LGTH
Golden Manufacturing, Inc. 17611 East Street, N. Fort Myers Florida 33917 Pub 0312
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End 83' From Shore ai�a o
rway Width
570 ft.
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.. `Design and Construction bask
j All Y Replica Dock, In Kind, Samo Location
78 ft x 41t Entry Dock, l0h to 30 ft8'Film UP CC
IMal 6' Platform 30 ft 10" PlIes, 10.00 max
rip 28X 4'tt Dock 30' 10" PlIM 10'OC -
� Replacc Uft Scams, Motors, 10" Pllinga r<0,000 k Cap,
- 7 - •� Inatall, Replsco 10" x 30 ft Mear119 Pill,
All Docking Whlto, Flow through Sum Ship
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.Existing
Meter
Bethea Residence
12060 Riverbend Rd. PSL
Riser Diagram
16A120v
GFCI recept
Existing w/ WP cover
200 A /
Panel
New 126 A rated
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8112 olro
Name 3R.
Load center
240V 1 PH Remote unit
60 Amp service for lift motors
1 HP 240 V
6.9 A
60 DP breaker `Boat lift
for new sub panel Motors (2)
Exis Ing 1 " pvc Total added load
=Burled-24"-In-ground- - -- _ - to existing panel- -
From House to 14 Amps
dock (waters) edge
2 # 3,1 # 6 N,1 # 10 g %" carflex % pyc
240 V 260 ft 60 Am 2 # 12,1 # 12 N,1 # 12 g controlwire
Existing FPL (for voltage drop calc.)
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