This information has been archived because it is outdated and no longer relevant.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.
9.27.11.2.(2) | Application | Intent |
OH1 | OS2 | OP2 |
Objective | OP2 Structural Sufficiency of the Building |
Attribution | |
Application | Application 1: Minimum thickness of OSB conforming to the O-2 grade
of CSA O437.0, “OSB and Waferboard,” applied directly to framing
or over furring strips as cladding, on 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 that OSB cladding will not be strong
enough or rigid enough. Where panel-type cladding is installed
as bracing to satisfy Subclause 9.23.10.2.(2)(b)(i), this is to limit the probability
of an inadequate resistance to lateral loads, which could lead to racking
of exterior walls.
This is to limit the probability of:
This is to limit the probability of:
|
Top of Page |