This information has been archived because it is outdated and no longer relevant.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.
9.23.11.3.(4) | Application | Intent |
OS2 | OP2 | OH1 | OH4 | OS1 | OS3 |
Objective | OH1 Indoor Conditions |
Attribution | |
Application | Application 1: Provision of lintels in lieu of top plates in loadbearing stud walls, 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 supersede the requirement for top plates stated in Sentence (1) and permit lintels with splices to serve the
function of the top plates. These minimum dimensions for
metal splices, and wood splices and their fasteners are to limit the probability
of discontinuous support at the ends of lintels, which could lead to lintels
being unable to resist expected lateral loads, which could lead to the excessive
deflection or failure of walls.
Where wood-frame construction supports or is part of an environmental
separator, this is to limit the probability of the displacement or failure
of required environmental separation elements, which could lead to:
This is to limit the probability of:
This is to limit the probability of:
This is to limit the probability of harm to persons.
|
Top of Page |