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Sets out requirements for the placement and fixing of terracotta, fibre cement and timber shingles and slates only to roofs of buildings intended for domestic, commercial and light industrial purposes.

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 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.

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.

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

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.

Sets out procedures for the selection and installation of glass in buildings, subject to wind loading, human impact, and special applications. Glass strength is specified, based on the tensile stresses on the surface of the glass.

SA HB 39:2015 is amended as follows.

This Standard sets out requirements for the placement and installing of roof tiles of the types specified in AS 2049.

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.