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10/0342 - Op Works, Prescribed Tidal Works - Jetty [As Published] · 142010.342

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RECTANGULAR PONTOONS

sof 2 zg p 15000-1500

U SHAPED PONTOON

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

REQUIRING FENDERING TO BE ATTACHED

 

k 2080—>-
A
0p 7904S
1 weep?

 

 

 

— —vRAME — — —
=v

 

WATER UNE

   

Od.

150

 

 

RAMP END VIEW

 

RAMP DEPTH

 

p=? 000 TO 15000715
50 rr. © 7 00

 

 

 

 

 

 

 

 

 

 

 

 

2-Ni2 BARS IN TOP
UNDER DECK MESH

~

OF ALL “nese |

 

 

 

 

 

 

 

 

—
\

 

. eo l-|

TYP BEAM DETAIL
SCALE 1:20

JSP-208 PERIMETER FRAME
, “TYPICAL TO ALL PONTOONS

100 THICK CONCRETE DECK
- 1 LAYER G445A MESH 40mm
COVER TD EXPOSED SURFACES

Les

2-Nxé BARS IN BOTTOM
| OF ALL BEAMS 25 COVER

[G44asa MESH

Ie

 

 

 

 

     

 

 

  

 

 

 

 

 

 

 

 

 

 

 

Doeeceseee-sftl DST TIPE Ee]
38 se ke l wi SOEF T “HAND ax Be
esseeeeee5e =5 | < of Js. eee eee HS
Tt = H=/° P= SSS = ppt
it
/+-———6000 TO 10000———-_
S001 =e, 509 --| :
— 8000 TO 1000s" _5
pete a ae aioe pt. 2 NOTE: : sie, Lo Ab Lacs
oF SPE a se ae seers
qu n noe I $2 T BEAMS NOT REQUIRED FOR PONTOONS a. on | at Tr | -~ 300
Le en 8 | BOB LESS THAN 8000 IN LENGTH Be 3% © gay BIGHT” HAND " ol.
SRR rr 8 a= GO | _ _ Who --=4-] 32
i i piss SSSaT eRe
i |i
[/+-———10100_ TO. 15000-——— STANDARD PONTOON SHAPES & BEAM CONFIGURATIONS | 380 STAND seb FREEBUARD
EQUAL & NOT TO SCALE ,
500-4 s FOR FLAT DECK PONTOUNS
rE [PsPacinc’| a tS. “500 SEE SITE & LAYOUT PLAN FOR RELEVANT PILING POSITIONS, PONTOON DESIGN & ORIENTATION "
| ea ] E SEE PILE BRACKET DRAWING FOR PILE BRACKET TO PONTOON CONNECTION DETAILS — . - - -LLWATER LINE
see eee SSS q Q
r TEA ‘Tey & 25mm THICKENING ALONG ALL
as 2 SIDES WITH 200 WIDE SL8
beee tito ad 7 B MESH STRIP UNDER ANCHOR. WEB
7 '
¢ . j
Le root ere asaya Se eT
\ TYPICAL 30q X 120 TRANSVERSE END
MAX DRY STORED BOAT DISPLACEMENTS _ wy \ FAM TO BG INCLUDED IN ALL FLOAT
PONTOON |PONTOON WIDTH |PONTOON WIDTH | Isp-208 150 ||! ws
LENGTH | 3.5m - 4.5m 5m, MINIMUM FOR PONTOON SIDES-WHERE ANY PILE L | me = | eee ey
te BRACKETS, ACCESSORIES AND OR PONTOON +
15m CONNECTIONS ARE REQUIRED !
14m |
12m L ;
& Vo
10m a thi
9m = x 1
8m |
7m t- \
6m T 7 '
5m ISP-207 1sod \
MAY BE USED FOR PONTOON SIDES ONLY I
\

 

 

 

-740 STANDARD DVERALL
STANDARD FREEBOARD SCALE 1:50 !

FLOAT A BOAT RAMP OPTION

/ MOORING CLEATS
=<

 

4 sae :

 

 

 

 

j

 

FRONT ELEVATION

4
i

om

      

 

 

50 TYP. TO ALL BOTTOM CORNERS

 

670 STANDARD OVERALL _|
FOR FLAT DECK PONTOONS

NOTES: .

All concrete work to comply with AS3600. All concrete to be 50 MPo.
Cover to reinforcement to exposed surfaces to be 40mm minimum.
Reinforcing to be minimum of Smm bars at 100mm centres in each

direction U.N.O.

All aluminium work to comply with AS1664. All welds to be Smm crW.
All butt welds to be full penetration. Aluminium to be grode 6351-15.
Surfoce of aluminium in contact with concrete to be coated with zinc

cromate primer or equivalent.
Fabrication tolerance + Smm.

All bolts and fittings to be 304 or 316 stainless steel,

Flotatign to comprise of grade SL expanded polystyrene foom with
approved protective coating. The approved protective coating for the
impervious barrier to water & marine organisms;

pontoon will form an
and is! suitable for the marine environment.

Pontoons with Float-A-Boat ramps to have dry stored boat fully winched

onto pontoon with 1m clear at rear.

This pontoon

Australian Stondards. The pontoon will be stable ot
designed so thot when the specified live load is
distributed over half the width of the pontoon ond over the walkway;
there is not less thon 75mm of reserve freeboard; the bottom corner of
the pontoon does not emerge from the water, ond the angle of tilt will -

pontoon has been

not exceed 15.
MAXIMUM DESIGN LIVE DECK LOADING: 3.0 kPo.

PONTOONS SUITABLE FOR PROTECTED SITES ONLY.
MAXIMUM WAVE HEIGHT: 300mm.

BOAT WAKE: 500mm.

MAXIMUM WIND VELOCITY: 41 m/s.

facility has been designed to comply with all relevant

 

 

es, The

 

 

 

THE MARINA SPECIALIST

 

 

 

 

 

 

 

CUENT: JiLRier PT 7 LTO

ME: PONTOON CONSTRUCTION DETAILS

—__+
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”

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

TRADING AS ACN 010633119 2 INDUSTRIAL AVE Cardna ACN: 051 074 992 Lot 257 (S2) Noosa Poe
THE CALDUNDRA Cardno (Ole) Pyles ps, (07) 3369 9822
GED. AUSTRALA 4551 | Jie. § Greer Gt, son (A Few (07) 3369 9722 NOOSA MEADS SOE PATE 78/05 PRANG NO:
PHONE (07)5492 5925 . fooweng 4066. [email protected]. PROJECT: \ SHOWN 1 JSP-SD-100
8 7/6/08 | EACH N16 BEAM BARS REPLACED WITH 2-N12|_JSP Erey FX a 5492 6699 ECKED: Lele R.P.EQ. DATE: STANDARD DRAWING DRAWN” | CHECKED [DIMENSIONS ISSUE
\yo[_ DATE AMENDMENT ISSUE) SPEGTAL!S T {| 7667 ___jfe-s0-06 MA fg MILLIMETERS B Ad’)

 

 

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