This information has been archived because it is outdated and no longer relevant.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.
9.20.12.3.(2) | Application | Intent |
OH1 | OS2 | OP2 |
Objective | OH1 Indoor Conditions |
Attribution | |
Application | Application 1: Maximum projection beyond the supporting base of rough
stone veneer resting on a bearing support, 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 excessive eccentricity of loads,
which could lead to masonry cracking or falling. Where
exterior masonry walls support an environmental separator or act as one, this
is to limit the probability of
This is to limit the probability of:
This is to limit the probability of:
This is to limit the probability of harm to persons.
Intent 2: To clarify the method for measuring the projection, beyond
its supporting base, of rough-stone veneer where the face is not coplanar.
|
Top of Page |