This information has been archived because it is outdated and no longer relevant. This information has been archived because it is outdated and no longer relevant.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.
9.12.3.2.(1) | Application | Intent |
| OH1 | OS2 | OP2 |
| Objective | OP2 Structural Sufficiency of the Building |
| Attribution | |
| Application | Application 1: Sloping of the top surface of backfill around 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 of the ingress of surface water
from rain or melting snow through cracks or other anomalies in foundation
walls, or of overloading perimeter drain tiles. This is
to limit the probability of deterioration, which could lead to compromised
structural integrity of elements protected by foundation walls, which could
lead to damage to the building.
|
| Top of Page |