07/2173 - Operational Works - Prescribed Tidal Works Transport Type 5 - Pontoon [As Published] · 142007.2173

 

RECTANGULAR PONTOONS

p= 8000 TO 180001
So Sogo 00

  
   

   

 
 
  

3509-4501

EQUAL

PONTOON WIDTH
35m — 4.5m

PONTOON
LENGTH

 

 

 

 

 

 

 

 

 

 

 

 

MAY BE USED FOR PONTOON SIDES ONLY
REQUIRING FENDERING TO BE ATTACHED

   
  

TRADING AS

U SHAPED PONTOON

NOTE:
BEAMS NOT REQUIRED FOR PONTOONS
LESS THAN 8000 IN LENGTH

3506

STANDARD PONTOON SHAPES & BEAM CONFIGURATIONS
NOT TO SCALE

so SEE SITE & LAYOUT PLAN FOR RELEVANT PILING POSITIONS, PONTOON DESIGN & ORIENTATION

{ SEE PILE BRACKET DRAWING FOR PILE BRACKET TO PONTOON CONNECTION DETAILS
oOo
wD

se 7

u?. 8
@

——_t tO

: +

L SHAPED PONTOON

T
soo-fp- 0 Oo 150001 500 soo{ p= 0008 TO 1500

   
  
 

100 THICK CUNCRETE DECK
1 LAYER G445A MESH 40mm
COVER TO EXPOSED SURFACES

   
 
 

2-Nté BARS IN TOP
OF ALL BEAMS
UNDER DECK MESH

  

 

MAX,

   

SCALE 1:20

dyes
RG fe

JSP-208 PERIMETER FRAME

  
 
  
 
 
 
  
 

 

Le 380 STANDARD FREE BOARD
FOR FLAT DECK PONTDONS

WATER LINE

 

25mm THICKENING ALONG ALL
SIDES WITH 200 WIDE SL8
MESH STRIP UNDER ANCHOR. WEB

670 STANDARD OVERALL
FOR FLAT DECK PONTOONS

 

 

TYPICAL 304 X 120 TRANSVERSE END
EAM TO BE INCLUDED IN ALL FLOAT
BOAT PONTOONS

LE

ISP-208 pise
FOR PONTOON SIDES WHERE ANY PILE
BRACKETS, ACCESSORIES AND OR PONTOON
CONNECTIONS ARE REQUIRED

 
 

 

NOTES: .

All concrete work to comply with AS3600. All concrete to be 50 MPa.
Cover to reinforcement to exposed surfaces to be 40mm minimum.
Reinforcing to be minimum of Smm bars ot 100mm centres in each
direction U.N.O.

   
 

All aluminium work to comply with AS1664. All welds to be 5mm CFW.
All butt welds to be full penetration. Aluminium to be grade 6351-T5.
Surface of aluminium in contact with concrete to be coated with zinc
cromate primer or equivalent.

Fabrication tolerance + Smm.

All bolts ond fittings to be 304 or 316 stoinless steel.

 

178

cn
| PLAN VIEW

ISP~207

L

 

740 STANDARD OVERALL FLOAT A BOAT RAMP OPTION
S@ STANDARD FREEBOARD SCALE 1:50

Lo

 
 
  

 
 
  

150
RAMP DEPTH

 

THE MARINA SPECIALIST

ACN 010633119 2 INDUSTRIAL AVE
CALOUNDRA
QLD. AUSTRALIA 4551

PHONE (07)5492 5925
FAX (07) 5492 6699

Cardne
Cardno (Q!e) Pty Ld

Level 1, 5 Gardner Close, Mitton 4064
P.0. Box 388 Toowong 4066.

      
     
       
 

 

 

 

     

   

ACN: 051 074 992

Ph (07) 3369 9822
Fox (07) 3369 9722
Emait:[email protected]

DATE:
(2-10-06

 

Flotation to comprise of grade SL expanded polystyrene foam with
approved protective coating. The approved protective coating for the
pontoon will form an impervious barrier to water & morine organisms;
and is suitable for the marine environment.

Pontoons with Float-A-Boat ramps to have dry stored boot fully winched
onto pontoon with 1m clear at rear.

This pontoon facility has been designed to comply with all relevant
Australian Standards. The pontoon will be stoble at all times. The
pontoon has been designed so that when the specified tive load is
distributed over half the width of the pontoon and over the walkway;
there is not less than 75mm of reserve freeboard; the bottom corner of ©
the pontoon does not emerge from the water, ond the angle of tilt will -
not exceed 15’. :

 

MAXIMUM DESIGN LIVE DECK LOADING: 3.0 kPa.

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

BOAT WAKE: 500mm,

MAXIMUM WIND VELOCITY: 41 m/s.

MME: ~=PONTOON CONSTRUCTION DETAILS

SCALE: DATE: DRAWING NO:
AS SHOWN 31/8/05 _| JSP-SD-100
DRAWN GCKED [DIMENSONS ISSUE

 

THIS DRAWING 1S SUBJECT

   
  

   

CUENT: Bory Conp 22 HICTYN PARK
Comnod Ptoriery 82 HC TOs Te.

No gga vine

PROJECT: STANDARD DRAWING