Part 3.10.2 Earthquake areas
Appropriate Performance Requirements
Appropriate Performance Requirements
Where an alternative design is proposed as a Performance Solution to that described in Part 3.10.2, that proposal must comply with—
- Performance RequirementP2.1.1; and
- the relevant Performance Requirements determined in accordance with A2.2(3) and A2.4(3) as applicable.
3.10.2.0 Application
Performance RequirementP2.1.1 for Class 1 and 10 buildings constructed in areas subject to seismic activity is satisfied if the building is constructed in accordance with the acceptable construction practice in Part 3.0.
Explanatory information:
Explanatory information:
- Most domestic structures are not required to be specifically designed for earthquakes.
- There are certain limitations on the application to domestic structures such as Class 1a and 1b buildings in Appendix A of AS 1170.4. These limitations include building height, roof slope, etc. For additional information refer to Appendix A of AS 1170.4.