This information has been archived because it is outdated and no longer relevant.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.
9.23.3.5.(3) | Application | Intent |
OS2 | OP2 | OH1 | OH4 | OS1 | OS3 |
Objective | OH4 Vibration and Deflection Limitation |
Attribution | |
Application | Application 1: Minimum shank and head diameter of roofing nails used
to fasten fibreboard or gypsum sheathing to framing members, in wood-frame
constructions 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 an inadequate nail diameter
or head size, which could lead to inadequate capacity, rigidity or pull-through
resistance, which could lead to an inability to resist expected lateral, gravity
or wind-uplift loads. 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 |