WHS Management Plan Ozcare Noosa RACF WC OHS 002 Rev 23 4 July 2023 STP24-0253 Application for Operational Works Fire Trail - 80 Cooyar Street Noosa Heads - Copy · OPW24/0118

32. Temporary Works Register
The purpose of the Temporary Works Register is to track and ensure that all temporary works are installed,
inspected/checked, maintained, and dismantled as per the design without incident or injury to workers or
members of the public. This document is to be used in conjunction with the Project Hazard/Risk Register.
The Temporary Works Register is to be created at the beginning of a project after the Project Start Up
Meeting and in conjunction with the site-specific amendment of the Project Hazard/Risk Register to identify
temporary works on the project. Risk assessment of temporary works will be conducted in the Project Hazard
Risk/Register and managed as described.
The Temporary Works Register will be maintained and populated by a person nominated in the Project Start
Up Meeting. The document will be reviewed on a weekly and monthly basis by Regional HSE Co-ordinator, Site
Advisor and / or Site Engineer. This applies to all temporary works that are designed and executed on Woollam
projects. This includes:
    •        Earthworks (e.g. trenches, excavations, temporary slopes, piling platforms)
    •        Structures (e.g. formwork, falsework, propping, façade retention, needling, shoring, edge protection,
             screens, scaffolding, site hoarding and signage, covered walkways, gantries/overhead protection,
             crane landing platforms, site fencing, amenities)
    •        Equipment/plant foundations (e.g. tower crane bases, crane and hoist ties, groundworks to provide
             suitable base for plant erection such as mobile plant and piling rigs, covers for pit holes / penetrations
             / risers / shafts, braces for masonry walls)
Temporary works designs will be categorised to indicate the complexity/simplicity of the specific temporary
works structure and the potential risk based on the nature of the works, site conditions, and environment of
the work area. Categories include:
    •        Low Complexity – Temporary Works which generally require no design analysis
    •        Medium Complexity – Temporary Works comprising of proven design solutions and materials
    •        High Complexity – Temporary works comprised of complex/mixed systems or bespoke solutions
All items of temporary works identified in the Temporary Works Register shall be assigned a competent
person or Company who is responsible for the checking of the design and/or specification of each item. The
independence of the design checker to the designer shall be as set out using the Design Check Categories 0, 1,
2 and 3 and as agreed with Woollam. See below table:

    Design
    Check                                          Scope                                                         Comment
   Category
                  Restricted to standard solutions only, to ensure the site conditions do   This applies to the use of standard solutions and
                  not conflict with the scope or limitations of the chosen standard         not the original design, which requires both
         0
                  solution. These may include standard trench boxes.                        structural calculation and checking to Category 1, 2
                                                                                            or 3, as appropriate.
                  For simple designs. These include - formwork; falsework and               Such designs would be undertaken using simple
     1            propping to brickwork openings in single story construction.              methods of analysis and be in accordance with
                                                                                            the relevant standards, supplier’s technical
                                                                                            literature or other reference publications.
                  On more complex or involved designs. Designs for                          Category 2 checks would include designs where
                  excavations including excavation support using sheet piles, for           a considerable degree of interpretation of
    2             foundations, for structural steelwork connections, for                    loading or soils’ information is required before
                  reinforced concrete. Designs where stability is obtained by               the design of the foundation or excavation
                  restraint at the top of the temporary works (e.g. top-                    support, or slope is carried out.
                  restrained falsework).
                  For complex or innovative designs, which result in complex          These designs include unusual designs or where
    3             sequences of moving and/or construction of either the temporary     significant departures from standards, novel
                  works or permanent works. It also includes basement excavations and methods of analysis or considerable exercise of
                  tunnels.                                                            engineering judgment are involved.



                                                                                                           WHS Management Plan / Page 58