Approved Plans MCU20-0137 & OPW20-0220 · MCU20/0137

Page 2

           -

   NOOSA COUNCIL
   APPROVED PLAN
MCU20/0137 & OPW20/0220
      14 JAN 2021


[OCR of page images]
 

WALL & STAIRS TO BE
MODIFIED BY OTHERS
TO PROVIDE ACCESS

 

 

MCU20/0137 & OPW20/0220

NOOSA COUNCIL
APPROVED PLAN

14 JAN 2021

 

 

TO

1600mm WIDE
LAND ANCHOR &

PIANO HINGE CONNECTION
R.L 2.085m

CATWALK

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    
 

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

           -

   NOOSA COUNCIL
   APPROVED PLAN
MCU20/0137 & OPW20/0220
      14 JAN 2021


[OCR of page images]
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

REINFORCING 1970, EXTERNAL STANDARD SIDE PROFILES
FRAME woe ea | tata wreenac i: sea 00 el NOT APPLICABLE
FOR 16.5m - 1%7m LONG HANDRAILS Stale 120 NOTE: BENT END OPTION CAN BE : —— :
1210 INT. CATWALKS ONLY USED ON ALL SIZED CATWALKS 3 UPRIGHT
SCALE 1:25 JsP—202 3mm ALUMINIUM PLATE FIXED TO FRAMING AT 250mm pom MN
CRS WITH 4mm AL. RIVETS & COVERED WITH
3 REINFORCED FRAMES TO BE Ca NI 4 COMMERCIAL OUTDOOR CARPET. OR 125 X 25mm CCA 4°-10° NOT APPLICABLE
LOCATED AT APPROXIMATELY 5 lo" TREATED & DRESSED F17 HARDWOOD PLANKS FIXED {i ~~ T ~~
EQUAL SPACING ALONG 17m 84a WITH 6 / 50 X 10 GAUGE STAINLESS STEEL SCREWS = 5 UPRIGHT
CATWALK EACH PLANK. TOOL iim MAX.
USP-205 7 (|| an (BENT END OPTIONAL ON ALL CATWALKS)
BOTTO! x ; ;
CHORDS < he t t t t ! aA
If “I | I o
\ at Jsp_200 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 e& 965
MAXIMUM CATWALK LENGTHS | Space — : ~
LIVE DECK LOAD 1.5 kPa 2kPa 3kPa 4kPa NOT APPLICABLE
QO
3_ UPRIGHTS 7.5m 6.7m 6.0m 5.0m 2 So
5 UPRIGHTS 11.0m 10.0m 9.0m 8.5m 9 UPRIGHT a
7 UPRIGHTS 13.0m 12.2m 11.5m 10.5m L 15.7m MAX: |
9 UPRIGHTS 15.7m 13.9m 12.5m 11.0m
NOTES: 11 UPRIGHTS 17.0m 147m |_12.5m 11.0m - | . 25,
* 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 NOOSA COUNCIL NT I
* ALL WELDS SHALL BE 4mm C.F.W. U.N.O.
* ALL ALUMINIUM SECTIONS TO BE GRADE 6351-15. | 11 UPRIGHT (BASE BRACING REQUIRED) |
+ DIMENSION TOLERANCES U.N.O. SHALL BE: APPROVED PLAN } 17m MAX: 1
sean ee ee eee SH 10 1d0m 0.2 MCU20/0137 & OPW20/0220 PROVIDE 50 X 6 FB DIAGONAL BRACING UNDER JSP-206 PIANO HINGE TUBES WELDED TO CATWALK END
5 100mm +05 BASE AT 3500 LONG MAX SECTIONS FOR LENGTH AND SPACING TO SUIT STANDARD PIANOH HING
ALL ANGLES. 14 JAN 2021 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
po NT BUY £ I
‘| ROLLER DETAIL testo FT
SCALE 1:5 TIMBER DECK
i— — TYPICAL BASE DETAIL JSP-002 ANGLE CROSS BEAMS @ 600 CRS WITH CENTRAL LONGITUDINAL
Sere see | a SCALE 1:100 (1.5kPa & 2kPa LIVE LOAD ONLY)
i 7
i ds ; i ALUMINIUM DECK
i 4 ; t SP-206 HINGE TUBES 50 X 2 SHS CROSS BEAMS @ 400 CRS WITH 3mm AL. PLATE DECK
—————— = [ (NO LONGITUDINAL REQUIRED)
_A ee pe LHE® “es IO
po 19 Ik J == H 0 X 6 FLAT BAR WELDED TO
tenn Ss PI \ to A yf HINGE TUBE & CATWALK END
qs i
, lies BULL BAR td
100 \\__670 NYLON ROLLER TO 7 CHANNEL — PIANO HINGE DETAIL
127. EACH SIDE OF CATWALK. Q scat 15
= > PE PM cretion ence constng tagnees] = TIT, MARINA SPECIALIST GEN DAKL PTY LTD mE STANDARD CATWALK CONSTRUCTION
: a i mo *t aan TRADING AS ACN 010633119 18 RON PARKINSON cRES |S Lot 29 (59) WYUNA DR
ob 461 447 950 427 5 CORBOUND PARK = || NOOSAVILE
ee [email protected] | "HE QLD 4551 AUSTRALIA |-— DATE: UNITS SCALE: SHEET:
| se ABN 68 099 997 995 [email protected] ABW pLQNE(7) 5492 5925 [un] POET 12/3/03 mm |AS SHOWN 1 A3
L TSSUED FOR EDGE ENGINEERS WA 979/20 TC CHECKED: ; bla. jPPee E96 e a0a/2a20 SPECIALIST << STANDARD DRAWING A, CHECKED: APPRD: "SP cw 006 T
REV DESCRIPTION BY_|_DATE [APD | = / —GW-
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 4

           -

   NOOSA COUNCIL
   APPROVED PLAN
MCU20/0137 & OPW20/0220
      14 JAN 2021


[OCR of page images]
 

 

 

14 JAN 2021

 

NOOSA COUNCIL
APPROVED PLAN
MCU20/0137 & OPW20/0220

 

 

 

6 / NI6 BARS
FULL LENGTH
40mm COVER

N

R6 HELIX

@ 65 PITCH ~~]
fs

315% HUMES

UPVC FORMER oN

 

 

ICAB

LE

 

 

GRADE N32
MASS CONCRETE
TO BASE OF PILE

REINFORCING TO EXTEND
TO WITHIN 300 FROM r
BOTTOM OF PILES

 

 

NOT APPL

 

1.
+

'
den

4

 

 

 

 

315¢ DECK PILE

REINFORCING TO EXTEND
TO WITHIN 300 FROM
BOTTOM OF PILES

6 / Ned BARS
FULL LENGTH
40mm COVER

R6 HELIX
@ 65 PITCH

3158 HUMES
UPVC FORMER

N

 

 

7

 

_

&

 

 

 

 

GRADE N32
MASS CONCRETE
TO BASE OF PILE --4

3158 PONTOON PILE

 

 

 

 

 

 

 

 

 

46kNm 6ikNm
E ISSUED FOR EDGE ENGINEERS WA | 9797aa [Te | ECHO
REV! DESCRIPTION BY | DATE _[APPO]

 

 

 

 

 

 

 

 

1 Td

 

 

 

 

 

 

 

@ 65 PITCH oN

UPVC FORMER _-4

MASS CONCRETE

REINFORCING TO EXTEND "|
TO WITHIN 300 FROM T
BOTTOM OF PILES ae

 

 

R& HELIX --4

 

3156 HUMES

 

& / N20 BARS 4
FULL LENGTH 4-4-1
de4-

3 / Neo “or \

& 3 / N20 BARS Lb"
TO 3m OF TOP

 

TO em OF TOP
NOT AP

 

PLICABLE

 

 

40mm COVER
=F

GRADE N32 TT
4-4
BASE OF PILE Lee

rte
-4
vi

4

 

 

 

 

 

 

 

 

315¢ PONTOON PILE

REINFORCING TO EXTEND
TO WITHIN 300 FROM
BOTTOM OF PILES

4008 HUMES

UPVC FORMER Ny |

6 / N20 BARS

MASS CONCRETE
TO BASE OF PILE

 

 

Let

R6 HELIX

@ 65 PITCH el

 

 

FULL LENGTH

40mm COVER

 

GRADE N32

 

 

 

 

 

 

 

 

 

 

 

 

R6 HELIX
@ 65 PITCH

4006 HUMES

UPVC FORMER oe!

6 / Ne4 BARS
FULL LENGTH

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

 

 

 

NOT APP

 

 

 

GRADE N32
MASS CONCRETE
TO BASE OF PILE

REINFORCING TO EXTEND
TO WITHIN 300 FROM
BOTTOM OF PILES

 

 

 

 

 

 

 

 

 

 

 

400% PONTOON PILE 400¢ PONTOON PILE
85kNm 130kNm 172kNm
Crichton EDGE Consulting Engineers THE MARINA SPECIALIST SUN DAKL PTY LTD ™E CONCRETE INSITU PILE CONSTRUCTION
{st Floor, 28 Bolocava St TRADING AS ACN 010633119 18 RON PARKINSON CRES Lot 29 (59) WYUNA DR 345 & 400 DIAMETER REINFORCED

Woollongabba, QLD 4102

Mob +61 447 950 427

ABN 68 099 997 995 [email protected]

 

FRPEG:
5496

DATE:
1#409/2020

 

 

 

THE

=> SPECIALIST ™

AUSTRALIA

a CORBOUND PARK
etty. QUD 4551
“27 PHONE(O7) 5492 5925

(07) 5492 6699

AS 1100

 

NOOSAVILE
PROJECT:

STANDARD DRAWING

 

 

DATE: UNITS

20/4/99 | WM

SCALE:

1:25

 

‘SHEET:

 

 

A3

 

DRAWN: CHECKED: APPRO:
MA TC

DRG No:

 

 

JSP-SD—045

REV:

 

 

Page 5

           -

   NOOSA COUNCIL
   APPROVED PLAN
MCU20/0137 & OPW20/0220
      14 JAN 2021


[OCR of page images]
 

 

100 4$=——*| |

  

 

 

Bn

 

&
ar
pace Ht i

 

 

 

[= DOD¥E ==

 

 

 

 

 

FO:

 

TT

 

 

NOOSA COUNCIL
APPROVED PLAN
MCU20/0137 & OPW20/0220
14 JAN 2021

 

 

 

 

456,
+66-

105

100 X le BAR BOLTED 70
PONTOON FRAME WITH 34
M20 S.S BOLTS

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

PILE BRACKET CONSTRUCTION TO SUIT

 

 

 

 

 

 

 

 

 

 

8 Lot 29 (59) WYUNA DR 4000 — 4509 PILES & 8 ROLLER BRACKET
_ NOOSAVILE DATE: UNITS SCALE: SHEET: A3

PROJECT: 26/6/07 | MM 11:10 1:5 1 OF 1
Q STANDARD DRAWING DRAWN: /6/07 APPRO: |DRG No: REV:
WA pc | JSP-SD-142 F

 

Page 6

           -

   NOOSA COUNCIL
   APPROVED PLAN
MCU20/0137 & OPW20/0220
      14 JAN 2021


[OCR of page images]
 

RECTANGULAR PONTOONS

 

 

 

 

 

 

 

 

 

U SHAPED PONTOON

r= 8000 TO ak se | TO eke sof To 15000

L SHAPED PONTOON

10

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

CAST ALUMINIUM
MOORING CLEAT

2 M12 S.S L BOLTS
WELDED TO 126 S.S

 

 

 

   

 

 

 

 

 

 

 

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

BAR

 

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

  
  

 

  
 

 

 

 

 

  

 
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

RAMP END VIEW

FRONT ELEVATION

MAXIMUM WIND VELOCITY: 41 m/s.

|
a
2
Oo
a
a.)
n
~ aaa aa aaee Lt a TTT 4 | ee fons E
Tietess==- Se ape BY feos ene : E
+ ax ax + os 4 100

25 83 - NOT APPLICABLE 88g 4 8x ! LEFT HAND Ro BS 400 8 i 3-128 FRP REBAR IN BOTTOM =
SSS == = 5 555553 6 B=] 4 ) { 5 OF ALL BEAMS 20 MIN. COVER 4
mi | | NOT APPLICABLE TYP CLEAT DETAIL | | J 9
8000 TO 10000 a | | SCALE 1:20 69 SS UGS [tig IYP BEAM DETAIL 3
/+——_ 300 CRS SCALE 1:20 =
H+{ J 500 LL 500 | L _.| Le | | z
000 To 15000 USP-208 PERIMETER FRAME ENSURE BARS EXTEND FULLY 2
| | I 500 —+{ r— al | s00 TYPICAL TO ALL PONTOONS TO INSIDE EDGE OF FRAME 89 FRP REBAR =
pee ee ee ee eee { S NOTE: ! [ EACH WAY
w A a a a |
NOT APPLICABLE ey BEAMS NOT REQUIRED FOR PONTOONS Sx eu ” T 1 =
- og LESS THAN 8000 IN LENGTH BS 8% RIGHT_HAND 25 : =
OE "T+ m4 Sz 380 - 400 C F
{ boty NOT APPLICABLE BS STANDARD FREEBOARD ey 69 SS LIGS-300 5
l) | FOR FLAT DECK PONTOONS =
/———10100 To 15000 ———— STANDARD PONTOON SHAPES & BEAM CONFIGURATIONS _= fb wster une /] aay >
EQUAL NOT TO SCALE &
Le} pe — THICKENING ALONG Al x
200 pene" 7 SEE SITE & LAYOUT PLAN FOR RELEVANT PILING POSITIONS, PONTOON DESIGN & ORIENTATION 2 oe iti go. ERP. REBAR R50 TYP 4
| ¥ SEE PILE BRACKET DRAWING FOR PILE BRACKET TO PONTOON CONNECTION DETAILS 150 CRS EACH WAY z
ee ee LL J { a
ST 3-128 S.S CORNER BARS / 3-126 FRP REBAR | <
NOT APPLICABLE Sg i AT ALL BEAM INTERSECTIONS LAP ANY JOINS 2

“ 800mm MIN.
= SS ae ee CT B PROVIDE 3-128 FRP REBAR CORNER BARS, Ss
t 2° 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: a
FRAM RNER' . * <|
pe | weve RAVE CORNERS MAYIEE USED All concrete work to comply with AS3600. All concrete to be grade N50 (SOMPa). &
SS Cover to reinforcement to exposed surfaces to be 25mm minimum. Ss
MAX DRY STORED BOAT DISPLACEMENTS T Wy 109 S.S BARS @ 150 CRS EACH SIDE OF RAMP!LAPPING 400mm Reinforcing to be minimum of 8mm FRP bars at 150mm centres in each 4
JSP-208 | PAST DECK TRANSVERSE BARS & RAMP TRANSVERSE BARS. direction U.N.O. Ail 86 bar laps to be 320mm. All 12¢ bar laps to be 480mm. ze
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 ' Eee ee i — All aluminium work to comply with AS1664. All welds to be Smm CFW. S
mw | — All butt welds to be full penetration. Aluminium to be grade 6351-T5. &
15m 3.5t 2.9t | ; I Surface of aluminium in contact with concrete to be coated with zinc chromate = @
- - primer or equivalent. 2
14m 3.25t 2.75t 150 nEEP Y tp0 | | FLOAT A BOAT; RAMP FORMED INTO PONTOON DECK Fabrication tolerance + 5mm. 3

All bolts and fittings to be 316 stainl teel.
12m 3.0t 2.51 CN ERS END EW 86 FRP{REBAR 150mm CRS EACH WAY | ee oO NOE NO SINE SE 2
10m 2.75t 2.3t s ' "y NOT APPLICABLE Flotation to comprise of grade SL expanded polystyrene foam with approved &
9m 2.4t 2 1t | protective coating. The approved protective coating for the pontoon will form an =
3 Ot 7 8t NOOSA COUNCIL | ! | XTRA 4 / 8¢ FRP REBAR impervious barrier to water & marine organisms; and is suitable for the marine ,,
m : : I I PLAN VIEW environment. a
APPROVED PLAN 5
im 18 1st ft ; ry eee EE }- —! Pontoons with Float-A-Boat ramps to have dry stored boat fully winched onto Ss
6m 1.5t 1.3t MCU20/01 37 & oPw20/0224 | Pp pontoon with 1m clear at rear. gS
=)
on 1.0t 0.9 14 JAN 2021 | 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

p30 FAB “ { ae MAXIMUM DESIGN LIVE DECK LOADING: 3.0 kPo. (Structural & floatation) S
A o — oe 1.5 kPa (Stobility unrestricted access) a
DAME. _ -]| — are . >
2.0 kPa (Stability restricted access a“
WATER LINE NOT APPLICABLE NOT APPLICABLE [UO Senily a]
po a OO PONTOONS SUITABLE FOR PROTECTED SITES ONLY. 3
FOAM FLOTATION UNIT 150 FOAM FLOTATION UNIT MAXIMUM WAVE HEIGHT: 300mm. =
RAMP DEPTH BOAT WAKE: SOOmm. x
oI
x

 

 

 

GE: EDGE Consulting Engineers}

 

ist Floor, 28 Balaclava St

 

Ee QLD 4102

 

Mob +61 447 950 427

 

(SSUED_FOR EDGE ENGINEERS

 

BAR SPACING REDUCED TO_150_CRS.

 

 

 

BAR DETAILS ALTERED IN RAMP DETAIL

 

 

 

 

D209

DESCRIPTION

 

 

 

MA_[ 979720 [TC ABN 66.099 997 985 [email protected]
poe rat {oor PEG -_
BY | DATE |APPD| 5496 17/09/2020

 

 

 

 

 

THE MARINA SPECIALIST

CUEN: DAKL PTY LTD

™® ERP REINFORCED PONTOON CONSTRUCTION

 

 

 

 

 

 

 

 

 

 

 

TRADING AS ACN 010633119 18 RON PARKINSON CRES i Lot 29 (59) WYUNA DR STANDARD FLAT DECK AND FLOAT A BOAT PONTOONS

THE | ett co FALSTRALI i NOOSAVILE DATE: UNITS SCALE: SHEET: A3
i PROJECT: 28/7/16 AS SHOWN |

SPECIAL or " PHONE(O7) 5492 59251 STANDARD DRAWING ef aL TPP RG Fo me

= MA JSP-SD-212 D