Title Page
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Location Name
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Conducted on
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Prepared by
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Location
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TRIM Container #
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Document No.
Inspection Details
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Request Type
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Request Reference Number
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Contact Name
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Telephone Number
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Description of Building
Checklist
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Piers/Footing base on flat even solid ground i.e. bearing capacity
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Piers/Footing must be free of water, loose soil/debris, mud, tree roots, water or sewer pipes prior to pour
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Piers/Footing trenches are required depth, width and centres in accordance with Structural Engineers design, BCA or complies with AS2870-(2011)
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Is Piers/Footing location general layout in accordance with approved Development/CDC or Construction Certificate plans for building
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Is the foundation under concrete slab i.e. controlled or rolled fill adequately compacted so as to provide a solid bearing capacity in accordance with part 3.2.2.3 of BCA
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Is a High-impact moisture resistance vapour barrier installed for slab on ground construction in accordance with 3.2.2.6 of BCA
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Is vapour barrier membrane lapped 200mm at all joints and taped sealed
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Is vapour barrier taped closely sealed around service pipe penetrations, sealed where any puncture or tears
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Is vapour barrier membrane placed under entire bottom surface of concrete slab, sealed and extended under edge beams up to ground level
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Is steel reinforcement in accordance with approved structural engineers plans, BCA or complies with AS2870
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Is steel reinforcement adequately fixed and tied into position
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Is steel reinforcement slab mesh overlapped 200mm, and reinforcing bars lapped across full width at footing corner or ‘T’ intersection junction
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Is steel reinforcement footing mesh straight, reinforcement bars 500mm lapped/spliced, supported on bar chairs spaced at 800 centres for steel mesh
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Does steel reinforcement have adequate concrete cover i.e 40mm to unprotected ground or edge board
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Is steel reinforcement the correct size or alternate mesh bars sizes used
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Is a drop edge slab rebate provided to concrete slab in accordance with provisions of 3.2.2.7 of BCA
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Is reinforcement bars i.e. 2m in length diagonal tied to underside of top mesh provided at re-entrant or internal corners designed for shrinkage control in accordance with 3.2.5.3 of BCA
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Concrete finished floor level shall be a minimum 300mm above ground level
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Is a “Physical Termite Barrier” provided between the existing structure and proposed building addition
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Submit a Structural Engineer Certificate for variations to engineer’s design
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Submit a ‘Peg-out Survey’ report to ensure approved footing/slab position or finished floor levels to AHD prior to pouring concrete
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Restore cut/fill ground levels not in with Council’s policy or approved plans
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Excavated/filled areas adjoining site boundaries must be protected or supported by retaining walls-Engineering design to be submitted
Result
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Inspection of the aforementioned revealed that the work is:
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Above rating subject to the below additional works (If unsatisfactory, then must book a re-inspection after completing works):
