This information has been archived because it is outdated and no longer relevant.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.
9.20.9.6.(2) | Application | Intent |
OH1 | OS2 | OP2 | OS1 |
Objective | OS1 Fire Safety |
Attribution | |
Application | Application 1: Minimum overlap of joint reinforcement for glass block,
in buildings to which Part 9 applies [see Sentence 1.3.3.3.(1) of Division A for application of Part 9]:
|
Top of Page | |
Intent | Intent 1: To limit the probability of discontinuous reinforcement,
which could lead to an inadequate resistance to lateral loads or gravity loads
imposed by the glass block's own weight, which could lead to cracking at vertically
aligned mortar joints. 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 |