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SNZ - NZS 4223 SUPP 1

Glazing in buildings – Supplement 1 to NZS 4223.1:2008 and NZS 4223.4:2008

active, Most Current
Organization: SNZ
Publication Date: 21 May 2008
Status: active
Page Count: 215
scope:

GENERAL

This Supplement, Section 2 to 5, provides tables for the minimum glass thickness calculated for stress at ultimate limit state (ULS) and deflection at the serviceability limit state (SLS) wind pressures.

Section 6 provides minimum silicone bite sized for faceted glazing.

Section 7 provides minimum fin thickness and depth for fin glazing.

This Supplement is intended to be used in conjunction with NZS 4223 Part 1 and Part 4. When selecting glass type and thicknesses, it is essential to take into consideration the relevant glazing support conditions and intended application.

For 3 mm monolithic annealed glass, the maximum area shall not exceed 0.50 m2. For 3 mm annealed glass used in insulated glass units (IGUs), the maximum area shall not exceed 0.75 m2 (refer NZS 4223.1 Clause 3.6.3).

Document History

NZS 4223 SUPP 1
May 21, 2008
Glazing in buildings – Supplement 1 to NZS 4223.1:2008 and NZS 4223.4:2008
GENERAL This Supplement, Section 2 to 5, provides tables for the minimum glass thickness calculated for stress at ultimate limit state (ULS) and deflection at the serviceability limit state (SLS)...

References

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