Intent 1:
To limit the probability of insufficiently thick
concrete in foundation walls, which could lead to insufficient bearing
of supported walls or eccentric loads on the foundation, which could
lead to an inability to support gravity loads or lateral earth loads,
which could lead to concrete cracking.
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.