Dennis - Design Certificates · OPW13/0583

Page 2

29 May 2013 ° 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-25800 B
e Drawing No. JSP-SJ-25801 B

Competent Person Details

Name: Paul Calver BE RPEQ 1667

Name of firm for and on behalf person is signing:
Cardno (Qld) 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 (494)

ee

Paul Calver (RPEQ 1667)
Senior Engineer
for Cardno

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Page 4

Sp)

OurRef 204161
Contact Andreas Reckentin

15 May 2013

Grant Dennis

PO Box 2128

ASCOT QLD 4007

Dear Sir,

STRUCTURAL DESIGN ADVICE

Project: Proposed Boat Ramp

Owner: Dennis Grant

Address: Lot 24 (49) Wyuna Drive, Noosaville

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

e — Structural design criteria:

Maximum Wave Height 400mm wind wave
300mm boat wake

Wind Classification N3
Max. Current 1.0 m/s
Scour Reasonable scour effects from flood flows and

tidal flows have been considered

Relevant Codes AS1170,and AS 3600, except where varied by the

Prescribed Tidal Work Code

Departure from Prescribed Tidal Work Code (Schedule 4A of the Coastal
Protection and Management Regulation 2003)

e Boat ramp width of 2.86 metres is deemed satisfactory for this private use.
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

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Cardna

Shaping the Future

Cardno (QId) Pty Ltd
ABN 87 081 074.992

Level 1

9 Maud Street
Maroochydore QLD 4558
Australia

P.O. Box 152
Maroochydore QLD 4558
Australia

Phone: 617 5443 2555
Fax. 617 5443 5642

Email: [email protected]

www.cardno.com.au

Page 5

2 cls Cardno

Shaping the Future

detailed site investigation or studies have been carried out by us or provided to us. if ground conditions
other than those described are encountered during construction or seabed levels encountered are deeper
than those shown on the drawings, further advice should be sought.

The structure is to be built in accordance with the following referenced documentation, using good building
practice.

Referenced documentation

e Cardno Drawing No. 204161-S001

Competent Person Details

Name: Andreas Reckentin BE RPEQ 4902
Name of firm for and on behalf person is signing:
Cardno (Qld) Pty Ltd
Level 1, 9 Maud Street
Maroochydore Qid 4558
Postal address:
PO Box 152
Maroochydore QLD 4558
QLD 4558

Phone: (07) 5443 2555 Fax: (07) 5443 5642

Regards

Mbedtped Metfn be

Andreas Reckentin
Principal - Senior Structural Engineer
for Cardno

www.cardno.com