NCC 2019 Volume Three
Search the National Construction Code editions
Vic Section F Stormwater drainage systems
This Part sets out the requirements for the design, construction, installation, replacement, repair, alteration and maintenance of any part of a roof drainage system.
Objective
Vic FO1
The Objective of this Part is to—
Functional statements
Vic FF1.1
Buildings are to be provided with a roof drainage installation constructed to provide protection for people, property and the environment from the adverse effects of stormwater.
A roof drainage system must dispose of stormwater flows from rainfall events having an average recurrence interval appropriate to:
The importance of the building
The severity of potential damage to property, loss of amenity, illness or injury that would result from the failure of the system.
A roof drainage system must provide an overflow device to transfer stormwater flows generated by extreme rainfall events.
All internal roof drainage components must be watertight.
A roof drainage system must ensure the following—
Stormwater is transferred to a point of connection.
Access for maintenance and clearing blockages.
A roof drainage installation must avoid the following—
Loss of amenity due to blockages and uncontrolled discharge.
Foul air and gases accumulating in the roof drainage system
Loss to buildings and property amenity due to blockages and uncontrolled discharge.
There are no Verification Methods in this part.
Performance RequirementsVic FP1.1 to Vic FP1.4 are satisfied by complying with Vic F1.2.
The design, construction, installation, replacement, repair, alteration and maintenance of a roof drainage system must be in accordance with AS/NZS 3500.3.
This Part sets out the requirements for the design, construction, installation, replacement repair, alteration and maintenance of any part of a surface drainage system to the point of connection.
Objective
Vic FO2
The Objective of this Part is to—
Functional statements
Vic FF2.1
Buildings and their surroundings are to be provided with a surface drainage and subsurface drainage installation and be constructed in such a manner as to provide protection for people, property and the environment from the adverse effects of stormwater.
A surface drainage system must dispose of stormwater flows from rainfall events having an average recurrence interval appropriate to:
The importance of the building
The severity of potential damage to property, loss of amenity, illness or injury that would result from the failure of the system.
A surface drainage installation must avoid the following:
Damage from root penetration, superimposed loads or ground movement.
Entry of sewage and/or liquid trade waste.
Entry of stormwater into a sanitary drainage.
Damage to the Network Utility Operator's drainage system
Foul air and gases accumulating in the stormwater system.
Loss to buildings or property.
A surface drainage installation must ensure the following:
Access for maintenance and clearing blockages.
Stormwater is transferred to a point of connection.
There are no Verification Methods in this Part.
Performance RequirementsVic FP2.1 to Vic FP2.2 are satisfied by complying with Vic F2.2.
The design, construction, installation, replacement, repair, alteration and maintenance of surface and subsurface drainage systems must be in accordance with AS/NZS 3500.3.