Intent 1:
To limit the probability of the inadequate connection
of rafters at ridges, which could lead to:
- an inability to transfer expected gravity loads or positive
wind loads at their upper ends, or
- an inability to resist expected negative wind loads,
which could lead to tension separation of roof peaks.
This is to limit the probability of
compromised structural integrity, which could lead to:
- the structural collapse of wood-frame construction,
- where roof and ceiling framing members support required
elements of environmental separators, the excessive deformation, displacement
or failure of these elements, which could lead to deterioration, which
could lead to further compromised structural integrity of roofs or
environmental separators, or
- where roof and ceiling framing members support assemblies
exposed to the exterior, excessive water ingress, which could lead
to deterioration.
This is to limit the probability of damage to the building.
Intent 2:
To exempt situations from the application of Sentence 9.23.14.4.(2) where the roof framing on opposite sides of the
peak is assembled separately.