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9.20.11.4.(2) | Application | Intent |
OH1 | OS2 | OP2 |
Objective | OS2 Structural Safety |
Attribution | |
Application | Application 1: Anchorage of wood-frame roof systems to exterior masonry
walls, where the roof does not provide lateral support to the 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 anchorage, which
could lead to the displacement of wood-frame roof systems under wind-uplift
loads. 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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