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Sets out the design methods, assumptions and other criteria, including uplift forces and racking pressures, suitable for the design of timber-framed buildings constructed within the limitations and parameters of, and using the building practice described in, AS 1684.2, AS 1684.3 and AS 1684.4.

Sets out requirements for the design of nailplated timber roof trusses for residential and similar building applications in accordance with AS1720.1, AS4055 and the AS(/NZS)1170 series.

Specifies requirements for construction practices for masonry in buildings of Class 1 and Class 10a, as defined in the National Construction Code (NCC), designed in accordance with AS 4773.1 and to be constructed from clay, concrete, or calcium silicate masonry units.

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.

Specifies minimum requirements for the design and construction of unreinforced, reinforced and prestressed masonry, including built-in components.

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.

Specifies requirements for the building industry with procedures that can be used to determine building practice, to design or check construction details, and to determine member sizes, and bracing and fixing requirements for timber-framed construction in non-cyclonic wind classifications N1 and N2. Also referred to as the timber framing code.

This Standard specifies requirements for building practice and the selection, placement and fixing of the various structural elements used in the construction of timber-framed Class 1 and Class 10 buildings as defined by the National Construction Code; the provisions of this Standard also apply to alterations and additions to such buildings; this Standard is to be used in conjunction with the Supplements to this Standard.

Specifies requirements for the construction of buildings in bushfire-prone areas in order to improve their resistance to bushfire attack from burning embers, radiant heat, flame contact and combinations of the three attack forms.