09/0134 - Response to Information Request [As Published] · 142009.134

 

NOTES

Design Wind Velocity 49m/s

Berthing Velocity and Hydraulic Loadings 0.75m/s
Maximum Vessel Length - 5.0m

Maximum Vessel! Mass - 1.5 Tonne

Maximum Deck Beam 2.4m.

The pontoon is stable at all times. When a
specified live load of 3.0 KPa is distributed over
half the width of the pontoon and over the
walkway, there shall be no less than 75mm of
reserve buoyancy and the bottom comer shall
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 ASS600
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 shalt 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 ICI 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

Biue-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 -
including the EPA's operational policy, Building
and engineering standards for tidal works.

6/N16Full length

(40 cover) NY

R6 @ 300 crs———_

gy MHWS RL 2.2m

= |

1200

2
°
6

|

200

 

 

O
==)

 

1600
2000

Bt
B1

200

 

 

 

 

 

EXISTING REVETMENT W.

2000

 

 

 

 

 

 

 

Humes UPvc 300 &

Mass concrete to
base of pile

 

 

T
T

 

 

 

BEAM SCHEDULE |

 

B1

BEARER 150x50 HYNE UNS F14 HWD; or

130x65 HYNEBEAM 17C

 

6000 MAX

J4

 

 

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

@ 450mm CTRS

 

 

 

:
|

Until most resistance is found.

 

 

 

 

bo

TYPICAL RETAINING PILE
ELEVATION

é

. I
STARTER DECK FLOOR
LAYOUT

SCALE 1:50 |

|

 

 

 

 

Description Date

John McDermott

 

AAA Design & Development Pty Ltd No.

3 DOLPHIN CRESCENT,

 

111 Duporth Avenue, Maroochydore

NOOSAVILLE, QLD 4566

 

Tel: (07)54511823

LOT 69; RP N10572

 

 

Fax:(07)54511823

 

email:[email protected]

 

Pty Lid

 

 

 

 

 

 

SUNSHINE COAST REGIONAL COUNCIL
PROPOSED PONTOON

 

Project number M047-01

Date 11/02/2009

M145 Drawn by D.R

 

 

477-03

 

For & on detail of AAA,
Dexign & Development Consuting,

 

 

 

 

Scale @ A3 1:100

 

 

Checked by DL

z

 

0

Zi