NZS 4223 Supplement 1:2008 Code of practice for glazing in buildings - Supplement 1 to NZS 4223.1:2008 and NZS 4223.4:2008
- Abbreviation
- NZS 4223 Supplement 1:2008
- Valid from
- 20/05/2008
- Information provider
- Standards New Zealand,
- Information type
- New Zealand Standard,
Description
Provides easy to use tables for minimum glass thicknesses calculated for stress at the ultimate limit state wind pressures and for deflection at serviceability limit state wind pressures. This Supplement is intended as a companion document to NZS 4223, Glazing in buildings Part 1:2008 and Part 4:2008.
Scope
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).
This resource is cited by:
NZS 4223 Supplement 1:2008 Code of practice for glazing in buildings - Supplement 1 to NZS 4223.1:2008 and NZS 4223.4:2008
This document is CITED BY:
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NZS 4223.1:2008
NZS 4223 Supplement 1:2008 is cited by NZS 4223.1:2008 Code of practice for glazing in buildings - Glass selection and glazing - SPONSORED
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NZS 4223.4:2008
NZS 4223 Supplement 1:2008 is cited by NZS 4223.4:2008 Code of practice for glazing in buildings - Wind, dead, snow, and live actions - SPONSORED