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This ABCB Standard provides WOH efficiency factors for Class 1 dwellings, Class 2 sole-occupancy units and Class 4 parts of buildings in the energy efficiency provisions of the NCC; It applies in each NCC climate zone and jurisdiction.

Provides a set of technical provisions that if complied with will enable dwellings to better meet the needs of the community, including older people and people with mobility limitations

Provides a process for engineering the design of fire safety Performance Solutions. The document provides the flexibility required to develop Performance Solutions while still maintaining the level of safety required by the NCC.

Specifies safe working provisions and practices for those responsible for, and involved in, new lift installations in new liftwells.

Contains Deemed-to-Satisfy Provisions that are considered to be acceptable forms of construction that meet the requirements for complying with Parts H1 to H8 of NCC Volume Two.

Identically adopts EN 81 3:2000+A1:2008, specifying safety rules for the construction and installation of permanently installed new electric service lifts with traction or positive drive, or hydraulic service lifts defined as lifting equipment, serving defined landing levels, having a car which is inaccessible, suspended by ropes or chains or supported by a ram and moving between rigid vertical guide rails or guide rails.

Provides methods for determining characteristics of grouts used in the installation of ceramic tiles.

Specifies requirements for building practice and for 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 in the Building Code of Australia, for non-cyclonic areas; sets out building practice procedures, which are given to assist in the correct specification and design of timber members, bracing and connections thereby minimizing the risk of creating an environment that might adversely affect the ultimate performance of the structure; appendices specify a method of interpolation for Span Tables in the Supplements, and an alternative procedure for determining racking forces; guidance is given on mass of roof, timber natural durability, moisture content, timber species and properties.