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.
This Australian Standard allows for the selection and installation of glass in buildings, which is subject to wind loading, human impact, and special applications such as overhead glazing, balustrades and glass assemblies.
AS 1288 2006 Glass In Buildings Selection And Installation.pdf
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AS 1288 is referenced in both Volumes One and Two of the National Construction Code (NCC) and is applicable to all classes of buildings and provides Deemed-to-Satisfy solutions for the selection and installation of glass in buildings.
(a) Glazing in lift cares and lift wells.
(b) Furniture glass, cabinet glass, vanities, glass basins, refrigeration units, internal glass fitments and internal wall mirrors not specifically covered by Section 5.
(c) Buildings and structures with no public access intended for horticultural or agricultural use.
Ā Note 1: The traditional use of these buildings suggests their current construction andĀ
Ā glazing practices are acceptable. However considerations should always be given to theĀ
Ā brittle nature of glass and the consequences of its breakage.
(d) Windows and doors in heritage buildings as defined by the relevant State or Territorial authority.
(e) Restoration and or repairs to existing headlights.
(f) Special glazing applications which might fail due to the stresses other than tensile stresses, such as shear stresses.
(g) Glass blocks, bricks or pavers.
Ā Note 2: In Australia, legislation requires products to be 'fit for purpose'. Where glazing is
Ā replaced because of breakage or any other reason, it is recommended that the replacement
Ā glass conform to the requirements of the relevant sections of this document, unless otherwise
Ā permitted by the relevant legislation.
This Australian standard sets out procedures for the selection and installation of glass in residential and commercial Buildings. This Standard strongly recommends that builders, architects, building designers and building surveyors ensure not only compliance but provide evidence in the Marking of glass to ensure mandatory compliance.
Australian Standard for manufacturing Glass which sets test requirements for the classification of safety glazing materials for use in buildings and provides performance standards for materials, construction, installation and glazing for windows, sliding doors, adjustable glass louvres, shopfronts and window walls with one-piece framing elements.
This acceptable construction practice applies to the selection of glass only and does not include the installation of windows or framed glazed doors. This is due to window systems relying on the design and testing of structural system members to withstand wind loads (e.g. mullions, transoms, and meeting rails and stiles) and the perimeter frame design, sealants and gaskets to resist water penetration.
The selection of glass thickness relies not just on limit state wind loads but on a number of geometric criteria that include the influence of aspect ratio and slenderness factors. These factors are taken into account in Tables 3.6.1 to 3.6.3.
AS 1288 includes information on the selection and installation requirements for glass in buildings, including toughened glass, as well as human impact safety requirements. The Standard specifies that glass used in shower screens is glazed in either Grade A (toughened and laminated) safety glass or Grade B (wired) safety glass.
This Standard sets out procedures for the selection and installation of glass in buildings, subject to wind loading, human impact, and special applications such as overhead glazing, balustrades and glass assemblies. Glass strength requirements are given for glazing, based on the tensile stresses developed on the surface of the glass. This Standard does not cover the following:
Additionally, AS 1288-06 specifies different minimum thicknesses for each nominal thickness designation than specified in ASTM E 1300-\(12^{\mathrm{a}\upvarepsilon 1}\) . To limit additional variations to the LSRs due to the differential in minimum thicknesses, the minimum thicknesses specified in ASTM E 1300-\(12^{\mathrm{a}\upvarepsilon 1}\) will be used herein. Interestingly, the inverse of the 1.25 factor is 0.80, which is very close to the TIGU glass type factor specified in ASTM E 1300-\(12^{\mathrm{a}\upvarepsilon 1}\) . However, the authors opine the factors were created independently and likely based on different rationales.
Glass balustrades at a height of 5 metres or more require a certain kind of laminated safety glass, and for new buildings, the AS 1288 : 2021 will need to be considered in the construction of balustrades, in accordance with the NCC. 589ccfa754
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