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Sets out requirements for the classification of a site and the design and construction of a footing system for a single dwelling house, town house or the like which may be detached or separated by a party wall or common wall but not situated vertically above or below another dwelling.

Specifies requirements for the design, fabrication, erection and stripping of formwork as well as the evaluation and repair of the formed concrete surface; colour evaluation charts are included in an Appendix.

This Standard specifies requirements for wall ties for use in tying together the leaves of cavity masonry walls, masonry veneer walls and loadbearing frames, and masonry veneer walls against a strong backing wall.

Recommends design criteria for conditions affecting the acoustic environment within building interiors to ensure a healthy, comfortable and productive environment for the occupants and the users.

This Standard specifies requirements for testing the durability performance of steel lintels and shelf angles to be built into masonry.

This Standard specifies requirements for connectors and accessories built into masonry.

Provides a method for the measurement of airborne sound reduction index to building partitions such as walls, floor/ceiling assemblies, doors, windows and other space dividing elements.

The AS 3600 Concrete code; AS 3600 2009 specifies minimum requirements for the design and construction of concrete building structures and members that contain reinforcing steel or tendons, or both; sets out requirements for plain concrete and pedestal footings.

Defines and provides methods for determining single number quantities for the impact sound insulation in buildings; this Standard is identical with and reproduced from ISO 717-2:1996.

Sets out (a) the requirements for the documentation of architectural, structural and construction information necessary for formwork design and construction; (b) architectural requirements and procedures covering the specification of the quality, tolerance, colour, and evaluation of off-form or as-repaired in situ or precast concrete surfaces; and (c) structural requirements that- (i) are critical to the stability, strength and serviceability of the permanent structure during construction and once completed; and (ii) affect the formwork design and construction.