Body Corp for Noosa Quays - Structural Design Advice · OPW19/0048

Relevant Codes AS1170, AS3962 and AS3600, 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.

The 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 if 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-32000 Issue A
e Drawing No. JSP-SJ-32001 Issue A
e Drawing No. JSP-SJ-32002 Issue A

Competent Person Details

Name: Troy Paulsen REPQ: 6990

Name of firm for and on behalf person is signing:
Empire Engineering

13 Norval Court - Maroochydore

(PO Box 102)
Mooloolaba Qld 4557

Fe.

Troy Paulsen
For and on behalf of
EMPIRE ENGINEERING Pty Ltd