This information has been archived because it is outdated and no longer relevant.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.
9.20.7.3.(1) | Application | Intent |
OS2 | OP2 | OH1 | OS1 | OH4 | OS3 |
Objective | OS1 Fire Safety |
Attribution | |
Application | Application 1: In buildings to which Part
9 applies [see Sentence 1.3.3.3.(1) of Division A for application of
Part 9], minimum distance between chases or recesses, and between chases or
recesses and vertical elements providing lateral support, in:
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 that masonry adjacent to chases
or recesses will be unable to resist concentrated vertical loads or to transfer
horizontal loads to supporting elements, which could lead to cracking.
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 |