This information has been archived because it is outdated and no longer relevant.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.
9.12.1.2.(1) | Application | Intent |
OS2 | OP2 | OH1 | OH4 | OS3 |
Objective | OS2 Structural Safety |
Attribution | |
Application | Application 1: Standing water in excavations for 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 of saturation of the soil beneath
foundations, which could lead to the soil being unable to resist foundation
loads, which could lead to excessive settlement, 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 harm to persons.
|
Top of Page |