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Identically adopts ISO 13007-1 2004, which establishes terminology and definitions concerning ceramic wall and floor tile adhesives. This standard specifies the value of performance requirements such as dispersion and reaction resin in ceramic tile adhesives.

Sets out minimum requirements for the analysis, design and construction of concrete structures and members that contain reinforcing steel up to 500 MPa, prestressing tendons or both, and includes requirements for plain concrete structures and members; design requirements are given for the limit states of stability, strength, serviceability, durability and for resistance requirements to fire and earthquakes; rules are also given for prototype or proof testing of finished members and structures.

The 2011 edition of AS 3700 is amended as follows; the amendments should be inserted in the appropriate places.

Sets out minimum requirements for the analysis, design and construction of concrete structures and members which contain reinforcing steel, or prestressing tendons or both, and requirements for plain concrete structures and members; the Standard applies to concrete with a characteristic compressive strength in the range of 20 MPa to 50 MPa and a density in the range 1800 kg/m(sup)3(/sup) to 2800 kgm(sup)3(/sup).

The 1999 edition of AS 1684.2 is amended as follows; the amendments should be inserted in the appropriate places.

Includes details of materials to be used in the manufacture of aluminium windows, design criteria, glazing, corrosion protection and performance requirements; test requirements are provided for structural performance, operating force, air infiltration and water penetration.

The 1999 edition of AS 2118.1 is amended as follows.

Applies to terra cotta roofing tiles and accessories.

The 1999 edition of AS 1684.3 is amended as follows; the amendments should be inserted in the appropriate places.

Covers the determination of minimum loads to be assumed in the structural design of buildings and related structures, but does not apply to special structures such as road and rail bridges and cranes nor to loads arising from fluid pressures; formulas for obtaining roof line loads and for determining permissible reductions in design live loads for floors, columns and bearing walls are given; tables are included of live loads to be assumed for a wide range of building uses or acceptances as well as of dead loads for the more commonly used building materials.