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Body Corp for No. 7 Noosa Parade - Design Advice · OPW15/0114

Attached to the e-mail OPW15/0114- Prescribed Tidal Works Application – 7 Noosa Parade.

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CcJy Cardno

Shaping the Future
Our Ref B7900/05.008 (674)
Cardno (Qid) Pty Ltd
Contact Paul Calver sen ee
Level 11
11 June 2015 515 St Paul's Terrace
Fortitude Valley QLD 4006
Australia
The Manager
The Jetty Specialist Pty Ltd Locked Bag 4006
2 Industrial Ave Fortitude Valley QLD 4006
CALOUNDRA QLD 4551 Austral
5 Phone: 61 7 3369 9822
Dear Sir, Fax: 61733699722
Structural Design Advice www.cardno.com.au
Project: Proposed Pontoon, Piles & Catwalk
Owner: Body Corp for No. 7 Noosa Parade

Address: Lot 0 (7) Noosa Parade, Noosa Heads

We, Cardno (Qld) Pty Ltd, advise that the proposal to construct the works described above has been
checked by us. When the works are constructed in accordance with the approved drawings and in the
location shown, the proposed works are structurally adequate for the anticipated usage in this location
and should comply with the design and safety provisions of the Prescribed Tidal Work Code (Schedule
4A of the Coastal Protection and Management Regulation 2003), based on the design criteria, and
assumptions listed below.

Basis of Design Advice

The works do not impose loads that would significantly affect existing structures.
The works do not adversely affect the stability of the bed and banks in the near vicinity of
the structure.

e Pontoon identification to comply with Schedule 4A of the Coastal Protection and
Management Regulation 2003, section 18.7.

e Structural design criteria:

Maximum Wave Height 400mm wind wave
300mm boat wake

Wind Classification N3

Max. Current 1.0 m/s parallel to face of pontoon

Scour Reasonable scour effects from flood flows and tidal flows have been
considered

Debris Load To AS 3962

Impact Loads Minor loads without some damage to structure

Max Vessel Size berthed 7.0 metres length (wet) & 3.1 m beam (wet)

Relevant Codes AS1170, AS 3962 and AS 3600, except where varied by the
Prescribed Tidal Work Code

Tethering System To be provided, where a tidal water level change resulting from a 1%

probability flood event results in pontoon detaching from piles.

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11 June 2015 ; cy Cardno

Shaping the Future

This design advice does not cover the construction or installation of the works on site. The Builder shall
confirm the adequacy of the site conditions during installation and shall advise the Engineer if variation
from details shown on the drawings occur. No detailed site investigation or studies have been carried
out by us or provided to us. The design review has been carried out on the basis of limited enquiry only.
Pile depths shown are applicable to founding in stiff clay or dense sand. There is some additional risk of
failure should the above design criteria be exceeded, or actual site conditions be inferior to those
assumed. If ground conditions other than those described above are encountered during construction
or seabed levels encountered are deeper than those shown on the drawings, further advice should be
sought.

This design advice relies on designs prepared by other consultants, but does not warrant them.
The structure is to be built in accordance with the following referenced documentation, using good

building practice.

Referenced documentation

e Drawing No. JSP-SJ-28050 B
e Drawing No. JSP-SJ-28051 B

Competent Person Details

Name: Paul Calver BE RPEQ 1667

Name of firm for and on behalf person is signing:
Cardno (QlId) Pty Ltd
Level 11 Green Square Nth Tower

515 St Paul’s Terrace
Fortitude Valley Qld 4006

Postal address:

Locked Bag 4006 Fortitude Valley
QLD 4006 Australia

Phone: (07) 3100 2199 Fax: (07) 3369 9722

Reference: B790005-008 (674)

bt

Paul Calver (RPEQ 1667)
Senior Engineer
for Cardno

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