Information
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Audit Title
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Client / Site
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Location
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Prepared by
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Contact phone number
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Conducted on
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Other staff
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Development Application Number
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Complying Development Number
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Construction Certificate Number
Inspection items
General frame elements
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16.0m width limitation not exceeded, excluding eaves
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Notes
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3000mm floor to ceiling height limitation not exceeded
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Notes
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35 degree pitch limitation not exceeded
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Notes
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Spacing of bracing does not exceed 9000mm, measured at right angles to elements
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Notes
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Appropriate timber has been selected and utilised
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Notes
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Spans are correct based on timber structural rating and size of timber.
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Notes
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Layout, window sizes and locations are as per the development consent
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Notes
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Penetrations, cuttings or notches do not exceed engineered timber product specifications or AS 1684 Timber Framing Code
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Notes
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Correct cladding has been installed on the exterior of the structure
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Notes
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Unlike metals within the frame are spaced or adequately protected from galvanic corrosion
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Notes
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Timber members are not defective
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Notes
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Timber size is appropriate and grading is appropriate for the construction
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Notes
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All timber is appropriately fixed to each other timber member or steel member
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Notes
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Appropriate studs or blocking installed under point loads
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Notes
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Bottom plates are fully supported on concrete slab
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Studs spaced at 450mm centres
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Notes
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Notes
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Noggings off centre and 1200mm and 1350mm to the bottom of the noggings from the top of the bottom plate
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Notes
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All bottom plates fixed to concrete fixed with 75mm masonry nail, screw or bolt at no more than 1200mm centres
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Notes
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All bottom plates fixed to joists that a re non-load bearing and non-bracing walls 2x2.8mm nails at maximum 600mm centres
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Notes
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Other termite management system is correctly installed
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Notes
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Prefabricated frame has been installed in accordance with manufacturers details
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Notes
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Correct cladding has been installed on the exterior of the structure
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Notes
Bracing
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Appropriate amount of type A and type B bracing provided
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Notes
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Sheet bracing fixed to studs, bottom plates and top plates
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Notes
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All strap bracing is between 30 and 60 degrees
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Notes
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Strap bracing has 2 nails per stud and 3 nails at top and bottom plate
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Notes
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Strap bracing travels horizontally no less than 1800mm and 2700mm
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Notes
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Braced walls fixed to floor joists with M10 or M12 bolt orscrew with 50mm washer
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Notes
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Braced walls fixed to rafters, joists or trusses appropriately
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Notes
Masonry
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Appropriate level of wall ties have been installed and nailed in an upward direction on the studs
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Notes
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Expansion joints have been installed if required
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Notes
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Masonry has full mortar joints
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Notes
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Flashing is clean and free of debris
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Notes
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Damp course has been installed appropriately
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Notes
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Insulation has been installed in accordance with BASIX
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Notes
Fire rated elements
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Fire resistant material has been appropriately installed for fire rated elements
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Notes
Development consent
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Wall height is within the scope of the development consent
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Notes
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Development as per the Development Consent
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Noted unauthorised development
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Site notes
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Photograph
Required information
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Required information to be submitted to Council
- Engineers certificate certifying the timber frame outside the scope of AS 1684
- timber receipt denoting timber grade
- Engineers certificate for masonry outside the scope of AS 3700
- Installation certificate of all fire rated construction elements within the wall
- Engineers certificate for the steel component of the frame
- Wall bracing details from manufacturer
Inspection result
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Result of the inspection
- Satisfactory
- Satisfactory - minor works to be carried out
- Unsatisfactory - reinspection required after rectification works carried out
- Unsatisfactory - works not complete
- Stop all works - contact councils duty planner on 9735 1222, regarding unauthorised works
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Should you have any enquiries regarding this inspection report please contact Auburn City Council on 9735 1222 or via email council@auburn.nsw.gov.au or in person at the customer service centre located at 1Susan Street, Auburn.