This information has been archived because it is outdated and no longer relevant. This information has been archived because it is outdated and no longer relevant.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.
9.23.11.4.(4) | Application | Intent |
| OS2 | OP2 | OH1 | OH4 | OS1 | OS3 |
| Objective | OH4 Vibration and Deflection Limitation |
| Attribution | |
| Application | Application 1: Minimum dimensions, material, and fastening of ties
for top wall plates that are not lapped at corners and intersections and of
ties for joints in single plates, in loadbearing wood-frame
walls to which Section 9.23. applies [see Sentence 9.23.1.1.(1) for
application of Section 9.23.]. |
| Top of Page | |
| Intent | Intent 1: To limit the probability of inadequate continuity of joints
in single top plates, which could lead to an inability to resist expected
lateral loads, which could lead to the excessive deflection or failure of
wall plates. For floors and constructions supporting floors,
this is to limit the probability of:
This is to limit the probability of excessive movement, vibration
or deflection of floors, which could lead to negative effects on the psychological
well-being of persons.
|
| Top of Page |