Intent 1:
To limit the probability that the block wall will
be insufficiently stiff and strong at critical edges and openings,
which could lead to an inability to resist transverse or vertical
loads, which could lead to the cracking or displacement of foundation
walls.
This is to limit the probability of compromised
structural integrity, which could lead to:
- structural failure,
- where elements support or are part of an environmental
separator, the displacement or failure of required environmental separation
elements, which could lead to the deterioration of building elements,
or
- an inability to resist expected loads, which could lead
to
- the excessive deformation or deflection of walls, or
- the excessive deflection or vibration of floors.
This is to limit the probability of:
- the space being unsuitable for its intended use, or
- damage to the building.