This information has been archived because it is outdated and no longer relevant.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.
9.20.10.1.(2) | Application | Intent |
OH1 | OS2 | OP2 | OS1 | OH4 | OS3 |
Objective | OS1 Fire Safety |
Attribution | |
Application | Application 1: Spacing of lateral supports for above-ground loadbearing, and exterior and interior non-loadbearing masonry
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.
|
Top of Page | |
Intent | Intent 1: To limit the probability of inadequate lateral support,
which could lead to insufficient lateral stiffness, which could lead to an
inability to resist lateral loads or inadequate distribution of gravity loads,
which could lead to cracking or buckling. Where masonry
construction is required to provide fire resistance, this is to limit the
probability of compromised fire resistance of the assembly, which could lead
to harm to persons.
|
Top of Page |