09/0134 - Operational Works - Prescribed Tidal Works - Transport Type 5 (Jetty) [As Published] · 142009.134

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NOTES
Design Wind Velocity 49m/s
Berthing Velocity and Hydraulic Loadings 0.75m/s

The pontoon is stable at all times. When a
specified live load of 3.0 KPa is distributed over
haif the width of the pontoon and over the
waikway, there shall be no less than 75mm of
reserve buoyancy and the bottom corner shalt
note emerge from the water with a maximum
angle of tilt 15 . The pontoon walkway is

designed to bear a minimum distance of 500mm
from the edge of the pontoon.

All work shall be carried out in accordance with
the relevant Australian Standards.

Concrete

All Concrete work shall comply with AS3600
Exposure Classification "C"

Minimum Concrete Strength - 50MPa at 80 slump.
Poured, compacted and cured in accordance

with the Australian Standard.

30mm minimum cover to all reinforcement

with uPVC cover (i.e. piles)

Aluminium

All Aluminium shall be in accordance with AS1664
Aluminium shall be grade 6061T6

All welds shall be 4mm fillet welds using
Alloy5356 filler.

Provide 2 layers of alcor between aluminium

and concrete surfaces.

Provide 2 coats of zinc chromate between
stainless steel and aluminium surfaces.

Flotation Units

All units shall be solid polystyrene SL grade
coated with 3mm polyrethane

Polyurethane Coating

Shall be iC! instathane 300 applied to ICI spec. The
marine protective impact resistance polyrethene
wrapping is designed to form an impervious barrier
to water and marine organisms. It is suitable for a
marine environment.

COLOR

Blue-Grey Carpet and silver frame

DESIGN CERTIFICATION

a) The works will be structurally adequate for

anticipated usage, and

b) The works will comply with all relevant codes - 200
including the EPA's operational policy, Building

and engineering standards for tidal works.

6/N16Full length {
40 cove!
( r) Nin

R6 @ 300 crs———_T]

1600

8 200

, 600, 1200 i og

 

b |
Ji

 

2000

Bi
Bi ~

 

 

 

EXISTING REVETMENT WALL

 

 

2000

 

 

 

 

 

 

wv MHWS RL 2.2m |-H }

Humes UPvc 300 @

Mass concrete to |H4
base of pile

BEAM SCHEDULE

 

B1 | BEARER

130x65 HYNEBEAM 17C

150x50 HYNE UNS F14 HWD; or

 

6000 MAX

 

 

Ji | DECK JOISTS

 

@ 450mm CTRS

90x45 MGP12 @ 450mm CTRS; or
100x50 HYNE UNS F14 HWD

 

 

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T
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Until most resistance is found.

 

 

 

 

 

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TYPICAL RETAINING PILE
ELEVATION

 

STARTER DECK,FLOOR
LAYOUT:
SCALE 1:50 :

 

 

 

 

111 Duporth Avenue, Maroochydore

Tel: (07)54511823

Fax:(07)54511823
email:[email protected]

 

Description

Date John McDermott

 

 

AAA Design & Development Pty Ltd No.

3 DOLPHIN CRESCENT,

 

NOOSAVILLE, QLD 4566

 

LOT 69; RP N10572

 

 

SUNSHINE COAST REGIONAL COUNCIL
&

 

 

PROPOSED PONTOON

 

 

 

 

 

 

4

 

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|
i
APPROVED

NOTES

 

 

Project number M047-01

 

03/02/2009

 

PRREQUAD | Date

B.R

477-03

 

Orawn by
Fas & on beat of Aaa .
Design & Development Consuing | Checked by

 

 

 

DL

Scale @ A3

 

 

 

 

 

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