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
                                                                                                function, expansion anchors of a high-load slip, torque
                                                                                                controlled type, or coil bolts.
                                                                                       5       Coil bolts must be installed in accordance with
                                                                                                manufacturer’s specifications and that the permissible
                                                                                                load on the anchor is not to exceed 0.65 of the first slip
                                                                                                load.
                                                                                       5
                                                                                               Drill-in type anchors are to be installed according to the
                                                                                                engineer drawings and manufacturer specifications.
                                                                                       5       The panel concrete is to be allowed to reach a minimum
                                                                                                strength of between 20-25MPa before the braces can
                                                                                                be attached.
                                                                                       5       Where the anchor limits the permissible capacity of the
                                                                                                brace: an anchor with a higher capacity, attaching more
                                                                                                braces to the panel, or more than one expansion anchor
                                                                                       5        on the brace foot is to be used as determined by the
                                                                                                engineer.
                                                                                               The anchor torque setting is to be as per the
                                                                                                documented manufacturer’s specifications.
Delivery and unloading of Pre-                                         C    4     E    5     When unloading panels the semi trailer is to be located        Hutchinson       D     4    H
                                  Truck roll over, instability
Cast Panels on site                                                              18           on firm, level ground.                                         Builders Site               14
                                                                                                                                                             Foreman
                                                                                             The side slope must be minimal and not exceed 2
                                                                                       5
                                                                                              degrees.
                                                                                                                                                             Truck Driver
                                                                                             The wheels are to be chocked in addition to applying the
                                                                                       4      park brake.

                                                                                       5     The trailer is to be unloaded in a progressive manner
                                                                                              that ensures any tilt of the trailer is kept to a minimum.
                                                                                                Note: It may be necessary to lower the front support legs
                                                                                                of the semitrailer prior to removing the panels (this will
                                                                                                help to reduce movement of the trailer).
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 22
ABN: 52 009 778 330