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9.15.4.9.(2) | Application | Intent |
OH1 | OS2 | OP2 |
Objective | OH1 Indoor Conditions |
Attribution | |
Application | Application 1: Crack control joints in solid concrete and unit masonry foundation walls more than 25 m long, on soils having an allowable bearing pressure of 75 kPa or
greater, for buildings of wood-frame or masonry
construction 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 9.15.1.2.(1), which applies to buildings that are erected on permafrost.
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Intent | Intent 1: To limit the probability of inadequate watertightness of
crack control joints or the relative displacement of foundation sections under
lateral soil pressure, which could lead to an inability to support vertical
building loads or lateral earth loads. Where elements
support or are part of an environmental separator, this is to limit the probability
of:
This is to limit the probability of:
This is to limit the probability of:
This is to limit the probability of harm to persons.
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