Intent 1:
To limit the probability that the vertical bar reinforcement
will not be adequately encased and bonded to the concrete, or of excessive
eccentricity of load resistance, 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.