This information has been archived because it is outdated and no longer relevant.
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.
3.1.4.6.(7) | Application | Intent |
+ |
Application | Application 1: Wood columns in heavy timber
construction in buildings described in Sentence 1.3.3.2.(1) of Division A where:
Application 2: This also applies to buildings to
which Part 9 applies [see Sentence 1.3.3.3.(1) of Division A for application
of Part 9] where heavy timber construction is
considered to have a 45 min fire-resistance
rating, as stated in Sentence 9.10.6.2.(1). |
Top of Page | |
Intent | Intent 1: To describe the continuity requirements for columns used
in heavy timber construction to limit the probability of premature structural
failure of the heavy timber construction during a fire. |
Top of Page |