Whsmp · OPW16/0021

            c) Where eccentric loading is to be applied to U-heads (i.e.
                single bearers are positioned to one side of the U-head),
                the formwork drawings should state that this is permitted.
            d) Details sufficient to fully describe important or unusual
                features of the design.
            e) Reference to documentation for proprietary items.
            f) Work method statements for the erection and stripping of
                the formwork assembly.
            g) The areas of the form designed to carry stacked loads.
            h) Acceptance criteria for single use formwork.
            i) Requirements for the project documentation relating to
                formwork.
            j) Method of provision for field adjustment of the forms
                prior to and during concrete placement.
            k) Where required, location of weep holes, vibrator holes,
                clean-out holes and inspection openings.
            l) Sequence of concrete placement, including direction of
                intended pour on ranking or sloping surfaces.
            m) Wrecking strips and other details relating to stripping of
                other forms.
            n) Design assumptions, including those related to strength,       Site Manager /
                stability and stiffness.                                      Subcontractor
            o) Footing design assumptions, such as foundation material
                description, safe bearing value, limitations on settlement
                during erection of formwork, placement of concrete and
                dismantling of formwork. Reference to information
                sources such as geotechnical reports should also be
                included.
            p) Preparation of the foundation, such as filling, compaction
                and drainage.
            q) Footing details, such as type and size of footings, level of
                soffit, concrete strength, reinforcement, specification and
                details of site filling or compaction, and precautions
                against washouts.
            r) Professional engineer certification of non-proprietary
                equipment.
            s) Evidence that the formply conforms to Australian
                Standards.
            t) Vertical pour rates.
            u) Methods of securing single or multiple props.
        5   Hutchinson Formwork checklist to be completed prior to the        Site Manager
            placement of concrete on the deck.

WHS Management Plan – Appendix 1 – Project Risk Assessment
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