Title Page

  • Project

  • Date of Install

  • Precast Contractor

  • Install Supervisor

  • Panel Install Location
  • Panel Numbers

Section A - Prior to Install

  • WMS in place that identifies & controls the risks of installation, including minimising the number of workers in the install area?

  • 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)

  • 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)?

  • Crane has appropriate WLL and Crane Setup Checklist completed?

  • If a multiple crane lift; lift study completed based on heaviest panel?

  • Crane crew contains at least one Intermediate Rigger?

  • 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?

  • Approved erection sequence and bracing plan available on site (attach to this form)?

  • Method established to disconnect lifting clutches?

  • Locating dowels (or other base connection detail) installed in accordance with drawings prior to lifting panel?

  • Elevated Living supervisor sign-off

Section B - Install

  • Panels inspected for damage/defects prior to unloading?

  • Exclusion zone established and sign posted around install area?

  • 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)?

  • Braces installed in accordance with the approved bracing plan. Any variations approved in writing by design engineer (attach to this form)?

  • Brace angle does not exceed 5° from perpendicular and is approximately 45-60° from horizontal (or as otherwise specified in drawings)?

  • Minimum of two braces per panel (or as otherwise specified in drawings)?

  • Brace pins have been locked to prevent tampering or dislodgement?

  • Brace fixings have been torqued in accordance with manufacturer’s specification?

  • Levelling shims are appropriate and no higher than 40mm (or as otherwise specified in drawings)?

  • Base of panels and grout tubes fully grouted using approved product?

  • Install Supervisor Sign Off

Verification of Install Works Complete

  • Sign off by Elevated Living Site Supervisor

  • Sign off by Elevated Living Project Manager

Section C - Precast Brace Removal

  • Interconnecting slab poured and achieved strength (test results received, attach to this form)?

  • Confirmation received that panel(s) grouted and tied in in accordance with structural design (attach to this form)?

  • Are braces being removed after formwork is approved to be stripped (and formwork stripping checklist completed)?

  • Reason for precast brace being removed prior to stripping formwork?

  • Confirmed brace removal date?

  • Structural engineer approval to strip (attach documentation)?

  • Brace(s) to remain in place have been clearly identified on site (attach brace plan)?

  • All connection details installed as per design (or other instruction): (welded brackets etc)?

  • Controls in place for other trades in the same area (verify signage and area barricaded) ?

  • Structural engineer certified the removal of the identified braces in writing (attach to this form)

Comments:

  • Comments

Approval to Strip Braces

  • Sign off by CC Representative

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