This information has been archived because it is outdated and no longer relevant.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.
9.15.4.3.(4) | Application | Intent |
+ |
Application | Application 1: Solid concrete and unit masonry foundation walls
containing openings more than 1.2 m wide or in more than 25%
of their length, where the walls are subject to lateral earth pressure, do
not exceed 2.5 m in unsupported height, and are erected on average
stable soils having an allowable bearing pressure of 75
kPa or greater, for buildings of wood-frame
or masonry construction to which Part 9 applies [see Sentence 1.3.3.3.(1) of Division A for application of Part 9].
Exceptions:
except as stated in:
|
Top of Page | |
Intent | Intent 1: To clarify the application of the provisions of Table 9.15.4.2.A. and Table 9.15.4.2.B. relating to the term “laterally
unsupported,” where windows in foundation walls are in close proximity
to each other. |
Top of Page |