To limit the probability that the performance of the ties will fall significantly below expectations, with respect to:
This is to limit the probability of inadequate load distribution among the wythes of multiple-wythe masonry walls, which could lead to an inability to resist transverse or vertical loads, which could lead to cracking or buckling.
This is to limit the probability of compromised structural integrity, which could lead to:
This is to limit the probability of harm to persons.