Whsmp · OPW16/0021

                                                                             SWMS:18 – A Pre Cast Panel Erection – N/A
Safe Work Methods
                                                                                                                                                           Responsible
                                                                                   H                      Controls / Work Methods                                          Residual Risk
                                                                                                                                                           Person/s for
          Job Steps                    Potential Hazards            L    C    R    O              1. Eliminate 2. Substitute 3. Isolate 4. Engineer         Monitor &       L    C     R
                                                                                   C                               5. Admin 6. PPE                           Review
                                                                                    5     A lift plan is to be prepared prior to lifting and cover the
                                                                                    5      following items:
                                                                                            - Crane set-up position;
                                                                                            - Locations of where panels are to be lifted from and
                                                                                                 to including the operating radius of the crane;
                                                                                    5       - Areas on site where obstacles such as walls or
                                                                                                 braces may be in the travel or slew path; and
                                                                                            - Areas where the crane cannot set up (trenches
                                                                                                 etc.).
                                                                    C    5     E    5     Panels are only to be lifted when the concrete has cured       Hutchinson        E    5    H
                                  Failure of lifting insert
                                                                              22           long enough for the panel to be safely lifted and the 2.5      Builders Site               15
                                                                                           factor of safety can be maintained on the lifting inserts.     Foreman
                                                                                          The minimum concrete strength at which tilt-up panels
                                                                                           can be lifted (for most proprietary brand lifting inserts)     Design
                                                                                    5      is 25MPa. This minimum concrete strength may be                Engineer
                                                                                           higher for some inserts and are to be checked prior to
                                                                                           lifting the panels.
                                                                                          Obtain written documentation from the panel
                                                                                           manufacturer that verifies that the concrete has
                                                                                    5      reached the minimum acceptable strength before lifting
                                                                                           the panel. Lifting clutched will be 7 tonne WLL.
                                                                                            Ensure that the lifting equipment & components are in
                                                                                             current serviceable condition, test and tagged. Ensure
                                                                                    5        all proof of tension (i.e. certificates) is maintained on
                                                                                             site. Also ensure all equipment is recorded on the
                                                                                             register.
                                                                    C    4     E    5     Overhead obstacles are to be identified prior to lifting       Hutchinson       D     4    H
                                  Crane contact with overhead
                                                                              18           process.                                                       Builders Site               14
                                  structures / services
                                                                                    1     No part of the crane or person / equipment is to enter a       Foreman
                                                                                           power line exclusion zone.

584 Milton Road TOOWONG QLD 4066                              SWMS Developed by:   Jamie Gilbert                                                               VERSION 9 – September 2015
P: (07) 3335 5000 F: (07) 3335 5005                           Position:            National Health & Safety Co-ordinator                                                          Page 24
ABN: 52 009 778 330