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9.20.8.2.(1) | Application | Intent |
| OH1 | OS2 | OP2 | OS1 | OH4 | OS3 |
| Objective | OS2 Structural Safety |
| Attribution | |
| Application | Application 1: Floor joists supported on cavity
walls, in buildings to which Part 9 applies
[see Sentence 1.3.3.3.(1) of Division A for application of Part 9]:
Exceptions:
except as stated in Sentence 9.20.1.1.(2), which applies to buildings other than described above, or where the masonry
is designed for specified loads on the basis of ultimate and serviceability
limit states.
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| Intent | Intent 1: To limit the probability of inadequate strength or depth
of the masonry courses that support floor joists, which could lead to over-stressing
of masonry units under concentrated roof or floor loads transmitted through
framing elements, which could lead to cracking of cavity walls.
This is to limit the probability of compromised structural integrity,
which could lead to:
This is to limit the probability of harm to persons.
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