Dakl Pty Ltd - Plans · MCU20/0137

Page 2

 

WALL & STAIRS TO BE
MODIFIED BY OTHERS
TO PROVIDE ACCESS

TO CATWALK

 

 

 

 

 

    
 

1600mm WIDE
LAND ANCHOR &

PIANO HINGE CONNECTION
R.L 2.085m

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

13006 CATWALK

 

 

PILE R.L 3.6m

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

9400 130kNm
, R.C INSITU
WAIST HIGH AL. GATE LL
m4 FITTED AT 4th UPRIGHT wane MOORING PILE
PONTOON
FLOATING
Y pxistiNe RETANING WALL AT HAT
TOP OF WALL R.L 1.1m - o--
nn Tp SP Ns - HAT R.L 0.68m
EXISTING mmm ee | MHWS R.L 0.36m
REVEIMENT 0c ee =
{ WAL AHD R.L. 0.0
a y ” LEVEL DATUM
Wee i Se ee ee em ee » + MLWS R.L. —0.25m
“LAT RL. —0.42m
ELEVATION
SCALE 1:50 #400, 130kNm
R.C INSITU PILES -—————__
6mm HDPE REINFORCING
SHEET ADDED UNDER
5 PONTOON FLOAT BASE
go,
aax
Buc
a2
Zan
= o 4
§2
~m
D Crichton EDGE Consulting fnginees} §=6-«- THEE = MARINA SPECIALIST SURVEY DATA | |" DaKL PTY LTD ME ELEVATION & ABUTMENT DETAILS
Neclloegabbe, OL 1102 | TRADING AS ACN 1063311918 RON PARKSON RES [DATUM S] LOT 29 (59) WYUNA DR
: a CORBQUND PARK = NOOSAVILE
; sos to os a eotize com |THE etty. aLD 4551 ausTRaLa | ORE = OE TMS SAE cart
DB [2478720 SS ee et PROJECT: : :
SRL noe LCN STITT 20/6/00 ‘P= PHONE(OT) 5492 5925] FEST lap DERRVED||™ PROPOSED PONTOON & CATWALK eile a 2 :
B | AL STARTER JEMY REPLACING CONCRETE | MA | 5/8/20 | sB_|ECKED: L arree 6/08/2020 aur SPECIALIST Gass <t DRAW: er APPRD: |DRG No: re
REV| DESCRIPTION BY | DATE _JAPPD = BOOKS MA ‘ SJ-33601

THIS DRAWING IS SUBJECT TO COPYRIGHT AND CANNOT BE REPRODUCED IN PART OR FULL OR PASSED ON TO A THIRD PARTY WITHOUT THE WRITTEN PERMISSION OF THE JETTY SPECIALIST

 

 

Page 3

 

 

REINFORCING
JSP-203
FRAME TOP CHORD /
FOR 16.5m - 17%7m LONG HANDRAILS
1210 INT. CATWALKS ONLY
SCALE 1:25
JSP-202
UPRIGHTS

3 REINFORCED FRAMES TO BE

bnawus

f-———1210 INTERNAL-

1370 EXTERNAL

 

STANDARD SIDE PROFILES

SECTION A

SCALE 1:25

 

SCALE 1:100

NOTE: BENT END OPTION CAN BE

USED ON ALL SIZED CATWALKS

Pere
NOT APPLICABLE

3 UPRIGHT

 

 

 

1

 

 

 

3mm ALUMINIUM PLATE FIXED TO FRAMING AT 250mm
CRS WITH 4mm AL. RIVETS & COVERED WITH
COMMERCIAL OUTDOOR CARPET. OR 125 X 25mm CCA

 

 

 

 

 

 

 

 

 

 

 

 

 

 

NOT APPLICABLE

 

4°-10°

 

7.9m wax —___—-|

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

LOCATED AT APPROXIMATELY TREATED & DRESSED F17 HARDWOOD PLANKS FIXED { ~~ I ~~"
EQUAL SPACING ALONG 17m ero jo WITH 6 / 50 X 10 GAUGE STAINLESS STEEL SCREWS — 5 UPRIGHT
CATWALK
, EACH PLANK, TOOL itm MAX. |
JSP—205 z a an (BENT END OPTIONAL ON ALL CATWALKS)
BOTTO ~ 4 L 1. rn 4.
CHORDS < he t t t t ! aA
If “I | I o
\ at Jsp_202 FRAME JSP-002 ANGLE CROSS BEAMS AND LONGITUDINALS >
— WELDED BETWEEN ALL CROSS MEMBERS FOR
TITCH WELDED TO CATWALKS WITH TIMBER DECKING, —=| 1000 |. 7 UPRIGHT |
OUTSIDE OF UPRIGHT (1.5kPa & 2kPa LIVE LOAD ONLY) t 13m MAX: 1
EQUAL &X
MAXIMUM CATWALK LENGTHS = PRIGHT en 965
LIVE DECK LOAD 1.5 kPa 2kPa 3kPa 4kPa NOT APPLICABLE
QO
3 UPRIGHTS 7.5m 6.7m | 6.0m 5.0m S oe
5 UPRIGHTS 11.0m 10.0m 9.0m 8.5m 9 UPRIGHT a
7_UPRIGHTS 13.0m (2.2m | 11.5 10.5m L (57mm MAX.
9 UPRIGHTS 15.7m 13.9m 12.5m 11.0m
NOTES: 11 UPRIGHTS 17.0m 14.7m_|_12.5m 11.0m - | 85,
* ALL FRAMING MATERIAL TO BE ALUMINIUM
* ALL ALUMINIUM WELDING IN ACCORDANCE WITH AS. 1665 NOT APPLICABLE |
* ALL S.S STEEL WELDING IN ACCORDANCE WITH AS. 1554 I NT I
* ALL WELDS SHALL BE 41 C.F.W. U.N.O.
+ ALL ALUMINIUM SECTIONS TO BE GRADE 6351-15. | 11 UPRIGHT (BASE aca REQUIRED) |
* DIMENSION TOLERANCES U.N.O. SHALL BE: b m : 1
FRE ANG em ee $0.2 PROVIDE 50 X 6 FB DIAGONAL BRACING UNDER JSP-206 PIANO HINGE TUBES WELDED TO CATWALK END
5S 100mm £ 05 BASE AT 3500 LONG MAX SECTIONS FOR LENGTH AND SPACING TO SUIT STANDARD PIANOH HING
ALL ANGLES 1° CATWALKS REQUIRING 11 uPricats \\ SEE STANDARD PIANO HINGE & LAND ANCHOR DRAWINGS 490 TUBE
* CATWALK TO BE NO LESS THAN 50Gmm ONTO PONTOON AT MEAN y= Ji
LOW WATER. SQ MAT SS VA | +
* REMOVE ALL SHARP CORNERS, BURRS & WELD SPATTER. 200 GAP
| || ROLLER DETAIL LIT Lh N SEL £ I=
; SCALE 1:5 TIMBER DECK
i— - — TYPICAL BASE DETAIL JSP-002 ANGLE CROSS BEAMS @ 600 CRS WITH CENTRAL LONGITUDINAL
See teas | Po kere bi SCALE 1:100 (1.5kPa & 2kPa LIVE LOAD ONLY)
I ad
1 145 bt ALUMINIUM DECK
i 4 bt SP—206 HINGE TUBES 50 X 2 SHS CROSS BEAMS @ 400 CRS WITH 3mm AL. PLATE DECK
———————— —— [ (NO LONGITUDINAL REQUIRED)
fp 3 Hee Koss re
po 19 Ik J == H 0 X 6 FLAT BAR WELDED TO
tenn Ss PI \ _ =a od HINGE TUBE & CATWALK END
Es i
, ale BULL BAR ws
100 \\__670 NYLON ROLLER TO 7 CHANNEL — PIANO HINGE DETAIL
127 EACH SIDE OF CATWALK. 0

 

 

 

SCALE 1:5

 

 

 

 

 

 

 

 

 

iE

Crichton EDGE Consulting Engineers|
1st Floor, 28 Balaclava St
Woollongabba, QLD 4102
Mob +61 447 950 427

ABN 66 099 997 985 [email protected]

THE MARINA SPECIALIST

TRADING AS ACN 010633119 18 RON PARKINSON CRES

 

 

 

WA 9/9/20
BY |_DATE

Te
APPD)

ISSUED FOR EDGE ENGINEERS.
DESCRIPTION

 

 

 

 

 

 

| CHECKED

7 At,

jPPee

  

5496

 

DATE:
17/09/2020

AS_ 1100

Py CORBOUND PARK
THE
aay

QLD 4551 AUSTRALIA
PHONE(Q7) 5492 5925
== SPECIALIST

 

SUENT DAKL PTY LTD
Lot 29 (59) WYUNA DR
NOOSAVILE

ME STANDARD CATWALK CONSTRUCTION

 

 

 

PROJECT:

STANDARD DRAWING

 

 

 

 

DATE: UNITS | SCALE: ‘SHEET:

12/3/03 mm |AS SHOWN 1 A3
DRAWN: CHECKED: APPRD: |DRG No: REV:
MA JSP-—GW-006 L

 

 

 

 

THIS DRAWING (S SUBJECT TO COPYRIGHT AND CANNOT BE REPRODUCED IN PART OR FULL OR PASSED ON TO A THIRD PARTY WITHOUT THE WRITTEN PERMISSION OF THE JETTY SPECIALIST

 

 

Page 4

 

6 / NI6 BARS
FULL LENGTH
40mm COVER

R6 HELIX

@ 65 PITCH ~~]

315% HUMES

UPVC FORMER oN

N

 

 

 

  

 

 

6 / Ned BARS
FULL LENGTH
40mm |

R6& HELIX

@ 65 PITCH _—

3158 HUMES

UPVC FORMER o™,

 

 

R& HELIX

@ 65 PITCH oN

315¢@ HUMES
UPVC FORMER

& / N20 BARS
FULL LENGTH

& 3 / Ned BARS
TO em OF TOP \
40mm COVER

=

 

 

 

NOT APPL

ICAB

 

LE

 

 

 

 

R6 HELIX

@ 65 PITCH el

4008 HUMES

UPVC FORMER Ny |

6 / N20 BARS
FULL LENGTH

& 3 / N20 BARS
TO 3m OF TOP
40mm COVER

 

 

 

 

 

GRADE N32
MASS CONCRETE
TO BASE OF PILE

REINFORCING TO EXTEND
TO WITHIN 300 FROM
BOTTOM OF PILES

 

 

T
--t

 

 

 

 

 

 

 

 

315¢ DECK PILE

GRADE N32
MASS CONCRETE
TO BASE OF PILE

REINFORCING TO EXTEND
TO WITHIN 300 FROM
BOTTOM OF PILES

 

 

 

 

 

 

 

3158 PONTOON PILE

 

 

 

 

 

 

 

 

 

 

 

 

 

NOT AP

CABLE

 

 

GRADE N32
MASS CONCRETE
TO BASE OF PILE

REINFORCING TO EXTEND
TO WITHIN 300 FROM
BOTTOM OF PILES

 

 

 

 

 

 

 

 

315¢ PONTOON PILE
83kNm

GRADE N32
MASS CONCRETE
TO BASE OF PILE

REINFORCING TO EXTEND
TO WITHIN 300 FROM
BOTTOM OF PILES

 

 

 

 

Let

 

 

 

 

 

 

 

4009 PONTOON

130kNm

PILE

R6 HELIX
@ 65 PITCH

4006 HUMES

UPVC FORMER oe!

6 / Ne4 BARS
FULL LENGTH

& 3. / N24 BARS
TO 3m OF TOP
40mm COVER

 

 

| e=|

 

et

weet

wept

Le

 

 

NOT APP

 

 

GRADE N32
MASS CONCRETE
TO BASE OF PILE

REINFORCING TO EXTEND
TO WITHIN 300 FROM
BOTTOM OF PILES

 

 

 

 

 

 

 

 

 

400¢ PONTOON PILE

172kNm

 

Woollongabba, QLD 4102
Mob +61 447 950 427
. ABN 68 099 997 985 [email protected]

DATE:

5496

46kNm 6ikNm
E ISSUED FOR EDGE ENGINEERS WA | 9/9720 | To (EK: | RPEQ:
REV! DESCRIPTION BY | DATE _[APPO]

 

 

 

 

 

 

Crichton EDGE Consulting Engineers|
Ist Floor, 28 Balaclava St

TRADING AS

THE | ett

 

 

17/09/2020

 

ACN 010653119

THE MARINA SPECIALIST

18 RON PARKINSON CRES
CORBOUND PARK
QLD 4551

“27 PHONE(O7) 5492 5925

=> SPECIALIST * (07) 5422 6699

CuENT: DAKL PTY LTD

NOOSAVILE
PROJECT:

AUSTRALIA

AS 1100

 

 

STANDARD DRAWING

Lot 29 (59) WYUNA DR

TILE:

CONCRETE INSITU PILE CONSTRUCTION
315 & 400 DIAMETER REINFORCED

 

 

 

 

 

 

 

DATE: UNITS | SCALE: ‘SHEET:
20/4/99 | wt 1:25 A3
DRAWN: CHECKED: APPRD: ;DRG No: REV:
MA Tc, JSP—SD-045 E

 

 

Page 5

 

 

100 4=——>|

|

  

 

Bn

 

&
ar
pace Ht i

 

 

 

[= 20n8

2

 

 

 

 

 

FO:

TT

 

 

 

 

105

100 X le BAR BOLTED 70
PONTOUN FRAME WITH 3
M20 S.S BOLTS

456,
+66-

5

SECTION A

80 X 100 X 10 wasner-!

\ se SS BOLTS SECURING
PILE BRACKET TO

PONTOON

80 X 100 X 10 WASHER
pe CENTER NUT

 

100 X 12 CLEAT

6mm PLATE GUSSET
TO BOTTOM CORNER
BOTH SIDES

COMMERCAIL 8 ROLLER BRACKET
FIXED WITH 16 Mie SS BOLTS
SIZE TO SUIT PILE DIAMETER

 

 

 

 

 

 

 

 

SO X 6 FLAT BAR FULLY
WELDED INSIDE FRAME

   

900

 

 

 

 

 

 

 

 

 

 

 

  
 
  
  
 
 
 
 

 

 

 

 

 

 

 

 

 

 

 

PLAN VIEW
SCALE 1:10

 

 

 

 

 

 

 

 

FRAME TRACK

 

SIDE VIEW

M20 S.S THREADED BAR
TAPPED & FULLY WELDED INTO
40 X 10 REINFORCING PLATE

775

6mm TREAD PLATE
BOLTED ONTO FRAME
WITH Mlié S.S BOLTS

JSP-209 FLAT BAR
SURROUND FRAME

SNAP IN FENDER

 

R300 ROLLED FRAME CORNERS

6mm ALUMINIUM TREAD PLATE

HDPE SLEEVE

  

 

 

 

 

 

 

 

 

 

SECTION-B
SCALE 1:5

PILE WALL

NOTES:
* ALL ALUMINIUM WORK TO COMPLY WITH AS1664.
* EXTRUDED ALUMINIUM TO BE GRADE 6351-T5 OR 6063.
* PLATE ALUMINIUM TO BE GRADE 5083.
* ALL ALUMINIUM WELDING IN ACCORDANCE WITH AS. 1665
* ALL WELDS SHALL BE 4 C.F.W. OR THE THICKNESS OF THE
THINNER MATERIAL.
* ALL BUTT WELDS TO BE FULL PENETRATION.
* ALL BOLTS & FITTINGS TO BE 304 OR 316 STAINLESS STEEL.
* ALL STAINLESS STEEL INCLUDING BOLTS, NUTS WASHERS SHALL
BE GRADE 316.
* ALL WELDING SHALL BE IN ACCORDANCE WITH 1554.
* BOLT INSULATION SHALL BE ACHIEVED WITH A LIBERAL COATING
OF DURALAC OR LANOCOTE APPLIED TO ALL CONTACTING
SURFACES.
* DIMENSION TOLERANCES U.N.O. SHALL BE:
FABRICATION - + 2.0 MACHINING — UP TO 10mm +0.1
> 10 TO 100mm +0.2
> 100mm + 0.5
ALL ANGLES +1°
* REMOVE ALL SHARP CORNERS, BURRS & WELD SPATTER.

ULTIMATE LOAD CAPACITY = 65kN

THIS DRAWING IS SUBJECT TO COPYRIGHT AND CANNOT BE REPRODUCED IN PART OR FULL OR PASSED_ON TO A THIRD PARTY WITHOUT THE WRITTEN PERMISSION OF THE JETTY SPECIALIST

 

»GE

Crichton EDGE Consulting Engineers}
Ist Floor, 26 Balaclava St
Woollongabba, QLD 4102
Mob +61 447 950 427

ABN 66 099 997 935 [email protected]

THE MARINA SPECIALIST

TRADING AS ACN 010633119 18 RON PARKINSON CRES

 

 

 

F ISSUED FOR EDGE ENGINEERS

MA

9/9/20

Tw

 

 

 

 

DESCRIPTION

BY

 

DATE

 

APPD

 

CHECKED:

RPEQ:
5496

DATE:

 

 

 

17/09/2020

CORBOUND PARK
~ietty.

QLD 4551 AUSTRALIA
“™™? PHONE(O7) 5492 5925
== SPECIALIST ™

(07) 5492 6699

 

SUNT: DAKL PTY LTD
Lot 29 (59) WYUNA DR
NOOSAVILE

PILE BRACKET CONSTRUCTION TO SUIT
400¢ — 450¢ PILES & 8 ROLLER BRACKET

 

 

PROJECT:

AS 1100

 

 

 

 

STANDARD DRAWING

 

 

 

 

 

DATE: UNITS | SCALE: ‘SHEET:
26/6/07 | WM 1:10 1:5 ror1 [A38
DRAWN: CHECKED: APPRO: |DRG No: REV:
MA ec |JSP—SD-142 F

 

Page 6

 

RECTANGULAR PONTOONS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

U SHAPED PONTOON

me 8000 TO 19000 500 | TO ‘S000 500 sof To 15000

L SHAPED PONTOON

i

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

CAST ALUMINIUM
MOORING CLEAT

2 M12 S.S L BOLTS
WELDED TO 12 S.S BAR

2-8¢ FRP REBARS IN
TOP OF ALL BEAMS
UNDER DECK MESH

  
  

SURFACES

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    
 

 

 

 

 

 

 

 

 

 

 

 

 

100 THICK CONCRETE DECK
8¢ FRP REBAR 150mm CRS
25mm COVER TO EXPOSED

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

g
oO
5
i+ | }
| T [en cto t rT oS eee oe E
Qn Sy ou ov T On “1 Su Sx | — ] >
x 4 4
S583 83]! \ | 88 4 8% \ LEFT HAND gS 8S 100 — e | 3-128 FRP REBAR IN BOTTOM | =
ss=s=s55552=25 3 3S d 2
nl t iL NOT APPLICABLE yy = NOT APPLICABLE pt TYP CLEAT DETAIL | | J (OF ALL BEAMS 20 MIN. COVER us
Zz)
T] 1 Ll SCALE 1:20 60 SSS TYP BEAM DETAIL 3
+8000 To rl im L z L “1 L 300 CRS H120 cane 1:20 Z
| 500 500 &
re 7 8000 TO 15000 JSP—208 PERIMETER FRAME ENSURE BARS EXTEND FULLY 5
| / t 500 --| - + |—s00 TYPICAL TO ALL aa ee TO INSIDE EDGE OF FRAME on &
se Se TS SS Q |
(| _ _ 5 NOTE: i fa] ee eee espe ee [ e
NOT APPLIC ABLE 2 FT BEAMS NOT REQUIRED FOR PONTOONS 3 Te ” T 1 =
- og LESS THAN 8000 IN LENGTH BS 8% RIGHT_HAND 25 : =
SSS B 32 380 - 400 . |
{ boty NOT APPLICABLE B= STANDARD FREEBOARD “T 68 SS LIGS-300 5
| |] | FOR FLAT DECK PONTOONS z=
-+———— 10100 To 15000 —————+ STANDARD PONTOON SHAPES & BEAM CONFIGURATIONS a Lo 2. fiwater une /) a >
EQUAL NOT TO SCALE &
Le} pe J THICKENING ALONG Al =
200 pene" [08 SEE SITE é LAYOUT PLAN FOR RELEVANT PILING POSITIONS, PONTOON DESIGN & ORIENTATION 2 nN te ao Seba R50 TYP 4
| t SEE PILE BRACKET DRAWING FOR PILE BRACKET TO PONTOON CONNECTION DETAILS 150 CRS EACH WAY =
ao
—— ed ——S Al B 3-128 S.S CORNER BARS_/ 3-120 FRP REBAR | x
NOT APPLICABLE 32 i AT ALL BEAM INTERSECTIONS LAP ANY JOINS e
“ 800mm MIN.
== = eae Se fT B PROVIDE 3-128 FRP REBAR CORNER BARS, Ss
t g PROVIDE 1 FRP BEAM LIG 500 LEGS, TO ALL BEAM INTERSECTIONS. a
_— OVER ANCHOR WEB OF ALL ALTERNATELY 12mm, GRADE 304 S.S BARS NOTES: QI
WELDED FRAME CORNERS MAY BE USED. * x
15 | All concrete work to comply with AS3600. All concrete to be grade N50 (50MPa). 7
L a Spe oR SESE SER SSE SEE =p SE Cover to reinforcement to exposed surfaces to be 25mm minimum. gS
MAX DRY STORED BOAT DISPLACEMENTS T Wy 109 S.S BARS @ 150 CRS EACH SIDE OF RAMP! LAPPING 400mm Reinforcing to ee minimum ot rim. FRE bots at. 150mm centres in cach =
il i a
aq
JSP-208 | PAST DECK TRANSVERSE BARS & RAMP TRANSVERSE BARS. irection U.N.O. @ bar laps to be mm. '® bar laps to be 480mm.
PONTOON |PONTOON WIDTH |PONTOON WIDTH PONTOON PERIMETER FRAME 180 | J. ROUND BARS INDIVIDUALLY BENT TO SUIT LOCATION OF RAMP _ a
LENGTH | 3.5m — 4.5m 3m MINIMUM + a ee i — — All aluminium work to comply with AS1664. All welds to be Smm CFW. S
nn ee , All butt welds to be full penetration. Aluminium to be grade 6351-T5.
15m 3,5t 29t | | I Surface of aluminium in contact with concrete to be coated with zinc chromate z
14 3751 775t TYPICAL | lI FLOAT A OAT! RAMP FORMED INTO PONTOON DECK primer or equivalent. =
m . . | | Fabrication tolerance + Smm. o
150 DEEP X 120 | ae . wo
12m 3.0t 2.5t TRANSVERSE END BEAM” T 1 89 FRPIREBAR 150mm CRS EACH WAY | All bolts and fittings to be 316 stainless steel. s
10m 2.75t 2.3t CAST UNDER RAMP DECK x 1 NOT APPLICABLE Flotation to comprise of grade SL expanded polystyrene foam with approved &
am 2.4t OAt protective coating. The approved protective coating for the pontoon will form an =
- - | ! | XTRA 4 / 8¢ FRP REBAR impervious barrier to water & marine organisms; and is suitable for the marine ,,
8m 2.0t 1.8 i I PLAN VIEW environment. =
| I Z|
im 1.8t Lot ft [ (qe = Li Pontoons with Float-A—Boat ramps to have dry stored boat fully winched onto Ss
6m 1.5t 1.3t I a ee pontoon with 1m clear at rear. s
150 oS)
om 1.08 0.9t | 5 This pontoon facility has been designed to comply with all relevant Australian 2
yee 4 Standards. The pontoon will be stable at all times. The pontoon has been eI
& designed so that when the specified stability live load is distributed over haif the ZI
770 STANDARD OVERALL FLOAT A BOAT RAMP OPTION width of the pontoon and over the walkway; there is not less than 75mm of a
: reserve freeboard; the bottom corner of the pontoon does not emerge from the &
2080 450 STANDARD FREEBOARD SCALE 1:50 water, and the angle of tilt will not exceed 15°. Q
150 1780 150 F.AB PONTOONS MOORING CLEATS 5
150 MAXIMUM DESIGN LIVE DECK LOADING: 3.0 kPa. (Structural & floatation) a
BAMo L L i oy an 1.5 kPa (Stobility unrestricted access) a
SS Ff Fo Oe eee FINIGDT ADDIIC ARI] FC SOS ,_*|— 2.0 kPa (Stability restricted access) a
WATER. LINE NOT APPLICABLE NOT APPLICABLE _ oe eee eee 4
po Ts PONTOONS SUITABLE FOR PROTECTED SITES ONLY. 3
FOAM FLOTATION UNIT up pee FOAM FLOTATION UNIT MAXIMUM WAVE HEIGHT: 300mm. 5
RAI TH BOAT WAKE: 500mm.
RAMP END VIEW FRONT ELEVATION | MAXIMUM WIND VELOCITY: 41 m/s. o
tl
S|
+ 1 « 4 mm a TITLE:
gee THE MARINA SPECIALIST — |_JPS" DAKL PTY LTD FRP REINFORCED PONTOON CONSTRUCTION
’ 10 Vv
Ee QLD 4102 | TRADING AS AGN 010653119 18 ON PARKINSON CRES Jes} Lot 29 (59) WYUNA DR STANDARD FLAT DECK AND FLOAT A BOAT PONTOONS|
Mab r01 ea 290 ie? THE fm QLD 4551 AUSTRALIA |= NOSeMvILs GATE: UNITS SCALE: SHEET:
0 ISSUED FOR EDGE ENGINEERS WA_[979720 {TC ABN 66 099 967 995 [email protected] e _— PROIECT: 28/7/16 |mm AS SHOWN) 1 A838
¢ BAR SPACING REDUCED TO 150 CRS TAT CHECKED: RPEO: DATE: PHONE(O7) 5492 5925 2 STANDARD DRAWING - - - - -
B [BAR DETAILS ALTERED IN RAMP_DETAIL 21/117 16) - ‘ == SPECIALIST DRAWN: CHECKED: APPRD: [ORG No: Rev:
REV) DESCRIPTION By | DATE [APO 5496 ‘09/2020 |r MA JSP-SD-212_D