Council archive · source document
Whsmp · OPW16/0021
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Original PDF page 125, section 1. The text section number identifies this passage in the reader.
a) Provision of safe access to all working areas
b) Control of risks associated with working at height
c) Provision of sufficient working space and head room
d) Specification of appropriate manual handling methods for
shutters and other components
e) Provision for retrieval of an injured person
5 Formwork erection where a person could fall 4 metres or more Site Manager /
will not be undertaken by a person unless they hold a foreman
certificate of competency as a “scaffolder.”
5 All formwork erection where a person could fall 4 metres or HSO at Induction
more will be undertaken by a person with a certificate of
competency as a “scaffolder.” The certificate of competency is
to be sighted and copied (where there is a facility) at induction.
5 Where required by state legislation formwork erection tasks Site Manager /
will not be undertaken by a person unless they hold the foreman
appropriate certificate of competency.
5 Where required by state legislation formwork erection tasks HSO at Induction
will only be undertaken by those persons with the appropriate
certificate of competency. Evidence of this certificate will be
provided to Hutchinson Builders (sighted and copied (where
there is a facility) at induction).
5 Formwork documentation will be provided prior to work Site Manager /
being undertaken and available on site. This documentation Subcontractor
shall be reviewed for compliance against the requirements of
AS 3610 to include:
a) A certification letter from the Professional Engineer or
Formwork Designer listing the formwork drawings or all
drawings signed and certified by the engineer or formwork
designer.
b) Formwork drawings should explain:
Plans, elevations and sections to show the general
arrangement of the formwork and to identify and
locate all members and components including bracing;
The maximum point loadings to be applied;
The component types and spacing’s;
The maximum jack extensions;
The bearer and joint timber type, the dimensions and
spacing’s;
The prop sizes and maximum extensions;
The method for tying the structure together and
spacing between ties (if required); and
The formply size.
WHS Management Plan – Appendix 1 – Project Risk Assessment
Page 41
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