This information has been archived because it is outdated and no longer relevant.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.
9.12.2.1.(1) | Application | Intent |
OS2 | OP2 | OH1 | OH4 | OS3 |
Objective | OP2 Structural Sufficiency of the Building |
Attribution | |
Application | Application 1: Excavations for the foundations of 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 foundations will be installed
on loose soil which has a lower bearing capacity than expected, which could
lead to the undue subsidence of soil beneath foundations, which could lead
to excessive stress on foundations, which could lead to structural damage
to foundations and superstructures. This is to limit the
probability of compromised structural integrity, which could lead to:
This is to limit the probability of:
|
Top of Page |