Warning This information has been archived because it is outdated and no longer relevant.

Archived Content

Information identified as archived on the Web is for reference, research or recordkeeping purposes. It has not been altered or updated after the date of archiving. Web pages that are archived on the Web are not subject to the Government of Canada Web Standards. As per the Communications Policy of the Government of Canada, you can request alternate formats on the "Contact Us" page.

9.21.4.10.(1)
OS2
ObjectiveOS2 Structural Safety
Attribution
Application
Application 1: 
Junctions of rectangular masonry or concrete chimneys that are not more than 12 m in height and that serve fireplaces or appliances having a combined total rated heat output of 120 kW or less, with adjacent materials, in buildings to which Part 9 applies [see Sentence 1.3.3.3.(1) of Division A for application of Part 9].
Application 2: 
This also applies to rectangular masonry or concrete chimneys, in buildings to which Part 6 applies [see Sentence 1.3.3.2.(1) of Division A for application of Part 6], as stated in Sentence 6.3.1.2.(1).
Top of Page
Intent
Intent 1: 
To limit the probability that the ingress of precipitation or melting snow will lead to the premature failure of exterior finishes, structural wood elements or interior finishes, which could lead to the collapse of these building elements, which could lead to harm to persons.
Intent 2: 
To limit the probability that water from rain or melting snow will enter the chimney, which could lead to the structural failure of the masonry due to freeze-thaw stresses, which could lead to the collapse of the chimney, which could lead to harm to persons.
Top of Page