Title Page
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Project
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Date of Install
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Precast Contractor
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Install Supervisor
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Panel Install Location
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Panel Numbers
Section A - Prior to Install
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WMS in place that identifies & controls the risks of installation, including minimising the number of workers in the install area?
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Panels have manufacturer's birth certificates displaying the panel number(s), casting date, weight(s), concrete strength and approval for lifting? (attach to this form)
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Slab (or deadman) concrete strengths received (minimum 20MPa for braceset anchors or 8MPa for Reid Rapid Brace unless otherwise approved by Structural engineer) (attach to this form)?
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Crane has appropriate WLL and Crane Setup Checklist completed?
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If a multiple crane lift; lift study completed based on heaviest panel?
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Crane crew contains at least one Intermediate Rigger?
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Panel lifting clutches and chains have clearly identified WWL and are certified to lift the required panels (6 monthly test). Lifting clutch(es) are compatible with lifting points?
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Approved erection sequence and bracing plan available on site (attach to this form)?
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Method established to disconnect lifting clutches?
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Locating dowels (or other base connection detail) installed in accordance with drawings prior to lifting panel?
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Elevated Living supervisor sign-off
Section B - Install
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Panels inspected for damage/defects prior to unloading?
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Exclusion zone established and sign posted around install area?
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Temporary braces less than 10 years old (unless re-inspected in accordance with manufacturer requirements), have ID plate stating WWL and included on pre-use inspection register (attach to this form)?
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Braces installed in accordance with the approved bracing plan. Any variations approved in writing by design engineer (attach to this form)?
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Brace angle does not exceed 5° from perpendicular and is approximately 45-60° from horizontal (or as otherwise specified in drawings)?
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Minimum of two braces per panel (or as otherwise specified in drawings)?
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Brace pins have been locked to prevent tampering or dislodgement?
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Brace fixings have been torqued in accordance with manufacturer’s specification?
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Levelling shims are appropriate and no higher than 40mm (or as otherwise specified in drawings)?
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Base of panels and grout tubes fully grouted using approved product?
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Install Supervisor Sign Off
Verification of Install Works Complete
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Sign off by Elevated Living Site Supervisor
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Sign off by Elevated Living Project Manager
Section C - Precast Brace Removal
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Interconnecting slab poured and achieved strength (test results received, attach to this form)?
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Confirmation received that panel(s) grouted and tied in in accordance with structural design (attach to this form)?
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Are braces being removed after formwork is approved to be stripped (and formwork stripping checklist completed)?
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Reason for precast brace being removed prior to stripping formwork?
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Confirmed brace removal date?
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Structural engineer approval to strip (attach documentation)?
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Brace(s) to remain in place have been clearly identified on site (attach brace plan)?
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All connection details installed as per design (or other instruction): (welded brackets etc)?
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Controls in place for other trades in the same area (verify signage and area barricaded) ?
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Structural engineer certified the removal of the identified braces in writing (attach to this form)
Comments:
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Comments
Approval to Strip Braces
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Sign off by CC Representative