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Rabtuvi Pty Ltd - Structural Design Advice · OPW13/0451
Cy Cardno Shaping the Future Our Ref 8B7900/05.008 (473) Gardno (Qld) Pty Ltd Contact Paul Calver ABN 57 051 074 992 Level 11 16 April 2013 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 Australia Dear Sir, Phone: 61 7 3369 9822 Structural Design Advice Fax: 61.7 33699722 www.cardno.com.au Project: Proposed Pontoon, Piles & Catwalk Owner: Rabtuvi Pty Ltd Address: Lot 34 (69) 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 1.4 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 8.0 metres length (wet) & 4.0 m beam (wet) Relevant Codes AS1170, AS 3962 and AS 3600, except where varied by the Prescribed Tidal Work Code Australia e Belgium » Canada e Ecuador e Germany e Indonesia e Italy « Kenya « Ly New Zealand « Papua New Guinea e Peru e Tanzania e United Arab Emirates Ouakty United Kingdom e United States ¢ Operations in 85 countries SG 9001 |‘Nb7900-05\sub008\473 - rabtuvi pty Itd\word\design advice - 473.doc 01/10
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16 April 2013 ; « j » 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-25770 B e Drawing No. JSP-SJ-25771 B e Drawing No. JSP-SJ-25773 A 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 (473) Ae Paul Calver (RPEQ 1667) Senior Engineer for Cardno (:\b7900-05\sub008\473 - rabtuvi pty Itd\word\design advice - 473.doc 01/10
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