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STP24-0253 Application for Operational Works Fire Trail - 80 Cooyar Street Noosa Heads · OPW24/0125
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Residual
Responsible
Rating
Initial
Proposed Controls
HOC
Risk
Risk
Activity Hazards
(1/Elimination 2/Substitution 3/Isolation 4/Engineering 5/Administration 6/PPE) Person
r. Professional engineer certification of non-proprietary equipment.
s. Evidence that the formally conforms to Australian Standards.
t. Vertical pour rates.
u. Methods of securing single or multiple props
Collapse of EXTREME 5 Formwork drawings must explain: Formwork
formwork Contract
- Plans, elevations, and sections to show the general arrangement of the formwork and to identify and locate all members and Partner/
components including bracing. Engineer
- Wall and column form details
- The maximum point loadings to be applied.
- The component types and spacings.
- The maximum jack extensions.
- The bearer and joint timber type, the dimensions and spacings.
- The prop sizes and maximum extensions.
- The method for tying the structure together and spacing between ties (if required); and
- The form ply size
Collapse or EXTREME 5 Formwork must be designed by a competent person or an RPEQ certified engineer as per the table below referenced from the Formwork
Formwork COP 2016.
Project Hazard/Risk Assessment / Page 110 of 160
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