This information has been archived because it is outdated and no longer relevant. This information has been archived because it is outdated and no longer relevant.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.
9.15.6.3.(1) | Application | Intent |
| OH1 | OS3 | OS2 | OP2 |
| Objective | OS3 Safety in Use |
| Attribution | |
| Application | Application 1: Form ties in cast-in-place concrete foundation walls
on 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 Sentence 9.15.1.2.(1), which applies to buildings that are erected on permafrost.
|
| Top of Page | |
| Intent | Intent 1: To limit the probability of persons coming in contact with
protruding form ties, which could lead to harm to persons. |
| Top of Page |