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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.

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.

Sets out requirements for the design, selection, construction and installation of fixed platforms, walkways, stairways and ladders that are intended to provide safe access to places used by operating, inspection, maintenance and servicing personnel.

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.

The 2017 edition of AS 4200.2 is amended as follows; the amendment should be inserted in the appropriate place.

The 2017 edition of AS/NZS 2327 is amended as follows; the amendments should be inserted in the appropriate places.

The 2017 edition of AS 4200.2 is amended as follows; the amendments should be inserted in the appropriate place.

The 2017 edition of AS 4200.1 is amended as follows; the amendments should be inserted in the appropriate places.

The 2018 edition of AS/NZS 2293.1:2018 is amended as follows; the amendments should be inserted in the appropriate place.

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.