NCC 2019 Volume Two
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Part 3.4.3 Timber framing
Appropriate Performance Requirements
Where an alternative timber framing design is proposed as a Performance Solution to that described in Part 3.4.3, that proposal must comply with—
Performance RequirementP2.1.1 is satisfied for a timber frame if it is designed and constructed in accordance with the following, as appropriate:
Design of timber structures: AS 1720.1.
Design of nailplated timber roof trusses: AS 1720.5.
Residential timber-framed construction – non-cyclonic areas: AS 1684.2.
Residential timber-framed construction – cyclonic areas: AS 1684.3.
Residential timber-framed construction – non-cyclonic areas (simplified): AS 1684.4.
Installation of particleboard flooring: AS 1860.2.
State and Territory Variations
In Queensland after 3.4.3.0(f) insert Qld 3.4.3.0(g) as follows:
Qld 3.4.3.0(g) Timber Species
In addition to sub-clauses (a) to (f) above, timber used for structural purposes must be a species scheduled for the appropriate use in Schedules A, B or C of Book 2 of the December 2017 version of the "Queensland Government, Department of Agriculture, Fisheries and Forestry - Construction timbers in Queensland, Book 1 and Book 2: Properties and specifications for satisfactory performance of construction timbers in Queensland - Class 1 and 10 buildings (Houses, carports, garages, greenhouses and sheds)".