This information has been archived because it is outdated and no longer relevant.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.
9.12.4.1.(1) | Application | Intent |
OH1 | OS2 | OP2 | OH2 | OS3 |
Objective | OS3 Safety in Use |
Attribution | |
Application | Application 1: Preparation of trenches for sewers and water mains
that pass beneath the foundation footings 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 of excessive soil settlement beneath
foundation footings, which could lead to:
For floors and elements supporting floors
at sewer-line and water-service locations, this is to limit the probability
of excessive deflection or damage, which could lead to rough or uneven floor
surfaces, which could lead to persons tripping or falling, which could lead
to harm to persons.
|
Top of Page |