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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.

Sets out requirements for waterproofing membranes for external above-ground use, installed in accordance with AS 4654.2.

Sets out a consistent and reliable approach to the design and installation of external waterproofing membrane systems.

Sets out minimum requirements for the materials, design and installation of waterproofing for domestic wet areas in Class 1, Class 2 and Class 4 buildings as defined in the NCC. It also applies to wet areas within Class 3 to 9 buildings as if it were a Class 2 or 4 part of a building.

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.

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.