This information has been archived because it is outdated and no longer relevant.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.
9.23.13.10.(2) | Application | Intent |
OS2 | OP2 | OH1 | OS1 |
Objective | OP2 Structural Sufficiency of the Building |
Attribution | |
Application | Application 1: Minimum depth of lumber ceiling joists supporting
struts or dwarf walls that in turn support roof rafters, where the roof slope
is 1 in 4 or less, in wood-frame constructions to which Section 9.23. applies
[see Sentence 9.23.1.1.(1) for application of Section 9.23.].
|
Top of Page | |
Intent | Intent 1: To limit the probability of inadequate strength, which could
lead to an inability to resist bending stress imposed by struts or dwarf walls
in addition to other expected gravity and lateral loads, which could lead
to:
This is to limit the probability of compromised
structural integrity, which could lead to:
This is to limit the probability of damage to the building.
Intent 2: To limit the application of Sentence (1) for
constructions where support for increased roof loads has to be provided.
|
Top of Page |