Warning This information has been archived because it is outdated and no longer relevant.

Archived Content

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.

9.20.13.6.(3)
OH1OS2OP2OS1
ObjectiveOS2 Structural Safety
Attribution
Application
Application 1: 
Location of flashing beneath weep holes in masonry veneer over wood-frame walls sheathed with a sheathing membrane, a non-wood-based rigid exterior insulating sheathing or a semi-rigid insulating sheathing with an integral sheathing membrane, in buildings to which Part 9 applies [see Sentence 1.3.3.3.(1) of Division A for application of Part 9]:
  • where the wall height above the foundation wall does not exceed 11 m, and
  • in which the roof or floor system above the first storey is not of concrete construction.
Exceptions: 
except as stated in Sentence 9.20.1.1.(2), which applies to buildings other than described above, or where the masonry is designed for specified loads on the basis of ultimate and serviceability limit states.
Top of Page
Intent
Intent 1: 
To limit the probability of water running down the face of the sheathing membrane or insulating sheathing, which could lead to water entering the backing assembly.
This is to limit the probability of the deterioration of elements inboard of the masonry, which could lead to compromised structural integrity, which could lead to structural collapse, which could lead to harm to persons.
Top of Page