2008/0169 Response to information request - 71 Seaview Tce Sunshine Beach · 132008.169

                                                                       TOD 'NSULTING


            •   Back-fill over URETEK grouting with topsoil and re-vegetate for
                perimeter planting as per Landscape Details

4.0   Design Loading Criteria

      4.1   General

            The following outlines the design loading criteria for the project.
            Notwithstanding this outline, the structure will allow for all imposed loads
            as outlined by the relevant Australian codes, and any loads imposed from
            the selected construction methodology for the project works. The loads
            during construction of the contiguous piled wall must be analysed at every
            incremental stage of excavation and strutting.

            Construction loads, especially loaded trucks and stored materials will be
            agreed and confirmed with Contractor prior to commencement of
            construction.

      4.2   Codes and Specifications

            The structural design of the project will be carried out in accordance with
            the relevant Australian Standard Codes of Practice including but not
            limited to the following:

            *        AS/NZS 1 170 Part 1 Loading Code Dead and Live
            *        ASINZS 1170 Part 2 Loading Code Wind
            *        AS/NZS 1 170 Part 4 Loading Code Earthquakes
            *        AS 3600        Concrete Structures
            *        AS 3700        Masonry Code
            *        AS 4100        Steel Structures
            *        Building Code of Australia

      4.3    Loading Criteria

             Refer to the architectural documents for the extent of different floor use
             areas and hence different live and super-imposed dead loadings, unless
             noted otherwise:-

             Dead Load

             Floor slabs and beams                         self weight as calculated
             Floor finishing - lobby and terraces          2.0 kPa
             (tile and bed)

             Air con and plumbing services,
             and light weight ceiling                      0.75 kPa + point loads

             Other                                         0.25 kPa

             Masonry partitions (where required)           self weight as calculated
             Soil, waterproofing, insulation               self weight as calculated
                                                                                          to