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SANS 1263: How Safety Glass Is Classified in South Africa

Class A against Class B, the three parts of the standard, and how to read the marking that proves a pane is what the invoice says it is.

SANS 1263-1 · Parts 2 & 36 minFor Specifiers, contractors and site inspectors

SANS 1263 tells you what a pane of glass actually survived. Part 1 covers architectural safety glazing, Part 2 ballistic resistance and Part 3 blast resistance. When a drawing says 'safety glass' without naming the class, the specification is incomplete.

The three parts of SANS 1263

SANS 1263 is the impact performance standard for safety glazing. Part 1 governs architectural safety glazing and is the part that applies to doors, side panels, low-level glazing and wet areas. Part 2 governs bullet and ballistic-resistant glazing, and Part 3 governs blast-resistant glazing. Naming the standard without naming the part leaves a supplier free to interpret the requirement, which is how a ballistic glazing brief ends up specified as ordinary toughened glass.

Architectural safety glazing classes

ClassImpact performanceWhere it is used
Class ADrop-bag impact at 400 JDoors, side panels, low-level glazing and wet areas: the default for a publicly accessible building
Class BDrop-bag impact at 200 JLower-risk architectural applications where the standard permits a reduced class

How each type of safety glass fails, and where that matters

TypeBehaviour on failureCorrect application
ToughenedReleases into small blunt dice across the whole paneFrameless doors, shower enclosures, shopfronts and balustrades
LaminatedCracks but is held together by the interlayer and stays in the openingOverhead glazing, security glazing, public areas and any pane above a person
Toughened laminatedThe strength of toughened glass with the retention of laminatedStructural glass, balustrades, tall spans and exposed coastal elevations

How to verify a pane on site

Architectural safety glass carries a permanent marking identifying the standard and class it satisfies. Check the marking before the pane is installed, not after: a cut or drilled pane that was never ordered as safety glass will not acquire the marking on site, and once it is in the frame the evidence is buried.

Specification writing that survives a site substitution

  • 01Name the standard and the part: SANS 1263-1 for architectural safety glazing.
  • 02Name the class: Class A for door, side-panel, low-level and wet-area glazing.
  • 03Name the type and thickness: 10 mm toughened, or 6.38 mm laminated safety glass.
  • 04Require the permanent marking, and require the certificate to name each elevation.
  • 05State that any substitution of glass type or thickness must be re-submitted for approval, not decided on site.

Ballistic and blast glazing are a different conversation

Part 2 and Part 3 glazing is specified as a rated assembly against a defined threat and a defined attack scenario. The glazing thickness, the interlayer build-up, the frame strength and the anchoring all contribute to the rating, so a ballistic glazing brief cannot be answered by a glass thickness alone. Our ballistic door range is specified this way, with the threat level agreed before fabrication.

Questions we answer most often

3 answers on this standard

What we issue

Documentation that closes a project out

Fabricated at our Meadowdale facility in Johannesburg and installed nationwide. Every scope that requires sign-off leaves here with the paperwork that proves what was built.

Glazing Certificate of Conformance

Signed by a SAGGA-registered competent person, naming the glass type, thickness, class and location of every pane we supplied.

AAAMSA performance submission

Wind-load, deflection and water-penetration certification for the aluminium system as installed, with the test classification quoted.

Form 4 submission support

Documentation pack prepared for the local authority on request, so sign-off is not held up by missing glazing evidence.

Fabrication drawings and cut sheets

Dimensioned drawings, glass schedules and profile cut lists issued from our Meadowdale facility against the approved revision.

Thermal and solar schedule

U-value and SHGC values for the specified assemblies, tabled against the climatic zone the project falls in.

Installation and fixing schedule

Anchor type, centres, sealant and drainage details per elevation, so the rated system is not compromised on site.

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