STP24-0253 Application for Operational Works Fire Trail - 80 Cooyar Street Noosa Heads · OPW24/0125

                                                                                                                                                                                             Residual
                                                                                                                                                                                                          Responsible




                                Rating
                                Initial
                                                                                                            Proposed Controls




                                          HOC
                                 Risk




                                                                                                                                                                                               Risk
Activity         Risks
                                                                               (1/Elimination 2/Substitution 3/Isolation 4/Engineering 5/Administration 6/PPE)                                              Person

           Scaffold collapse   EXTREME    5     Scaffold bay live load limits are to be confirmed by scaffold design and maintained within the maximum live load limit per bay (a                       Site Management
                                                scaffold bay includes all scaffold decks from ground to top working platform).                                                                          Contract Partner
                                                Maximum live load limit guidelines are inclusive of worker, materials, and equipment.
                                                All scaffold plans are to clearly indicate maximum live load limits per bay.




           Scaffold collapse    HIGH      3     Where equipment is supported, suspended, anchored or tied to an existing structure the site team must ensure that the structure                              Project
                                                is adequate to safely support the additional imposed load indicated in the approved Scaffold Design.                                                       Management
                                                                                                                                                                                                        Site Management
           Scaffold Collapse    HIGH      3     Scaffold must have an appropriate design that has been produced in conjunction with the appropriately qualified person with a
                                                preference to always use an RPEQ Engineer in the process. See below for requirements outlined in the 2021 Scaffolding COP.




                                                                                                                                           Project Hazard/Risk Assessment / Page 93 of 160