4.1.6.4.(1)ATTRIBUTION:
Functional Statement:
F20
To support and withstand expected loads and forces.
Objective:
OS2.1
APPLICATION:
Specified load due to the accumulation of rainwater
on a roof or other building surface whose position, shape and deflection under rain load make such an accumulation possible.
This applies to buildings described in Sentence
1.3.3.2.(1) of Division A and to buildings to which Part 9 applies [see Sentence
1.3.3.3.(1) of Division A for application
of Part 9] that are required to be designed in accordance with the requirements
of Part 4.
INTENT:
To limit the probability that the rain load used for the
design of structural elements supporting roofs on which rain can accumulate
will not take into account the maximum expected accumulation of rainwater
on a catchment area of roof, which could lead to structural failure, which
could lead to harm to persons.
To limit the probability that the one-day rainfall value
used will not be compatible with the geographic characteristics by directing
Code users to Sentence
1.1.3.1.(1) [], which could lead to structural failure, which could lead to harm to persons.
ATTRIBUTION:
Functional Statement:
F20
To support and withstand expected loads and forces.
F22
To limit movement under expected loads and forces.
Objective:
OP2.1, OP2.4
APPLICATION:
Specified load due to the accumulation of rainwater
on a roof or other building surface whose position, shape and deflection under rain load make such an accumulation possible.
This applies to buildings described in Sentence
1.3.3.2.(1) of Division A and to buildings to which Part 9 applies [see Sentence
1.3.3.3.(1) of Division A for application
of Part 9] that are required to be designed in accordance with the requirements
of Part 4.
INTENT:
To limit the probability that the rain load used for the
design of structural elements supporting roofs on which rain can accumulate
will not take into account the maximum expected accumulation of rainwater
on a catchment area of roof, which could lead to the excessive deformation
of, or excessive stress in, structural elements, which could lead to damage
to the building.
To limit the probability that the one-day rainfall value
used will not be compatible with the geographic characteristics by directing
Code users to Sentence
1.1.3.1.(1) [], which could lead to the excessive deformation of, or excessive stress in,
structural elements, which could lead to damage to the building.