/editions/2019-a1/ncc-2019-volume-one-amendment-1/section-e-services-and-equipment/part-e3-lift
Performance Requirements
EP3.1 Stretcher facilities
Stretcher facilities must be provided, to the degree necessary—
(a)
in at least one emergency lift required by EP3.2; or
(b)
where an emergency lift is not required and a passenger…
/editions/2019/ncc-2019-volume-one/section-e-services-and-equipment/part-e3-lift-installations
Performance Requirements
EP3.1 Stretcher facilities
Stretcher facilities must be provided, to the degree necessary—
(a)
in at least one emergency lift required by EP3.2; or
(b)
where an emergency lift is not required and a passenger…
/editions/2016-a1/ncc-2016-volume-one/section-c-fire-resistance/section-c-fire-resistance
VERIFICATION METHODS
CV1
Compliance with CP2(a)(iii) to avoid the spread of fire between buildings on adjoining allotments is verified when it is calculated that—
(a)
a building will not cause heat flux in excess of those set out in column 2 of…
/editions/2016-a1/ncc-2016-volume-two/part-32-footings-and-slabs/part-323-concrete-and-reinforcing
3.2.3.1 Concrete
Concrete must comply with the following:
(a)
Concrete must be manufactured to comply with AS 3600; and—
(i)
have a strength at 28 days of not less than 20 MPa (denoted as N20 grade); and
(ii)
have a 20 mm maximum…
/editions/2019/ncc-2019-volume-two/part-32-footings-and-slabs/part-323-concrete-and-reinforcing
3.2.3.1 Concrete
Concrete must comply with the following:
(a)
Concrete must be manufactured to comply with AS 3600; and—
(i)
have a strength at 28 days of not less than 20 MPa (denoted as N20 grade); and
(ii)
have a 20 mm…
/editions/2016/ncc-2016-volume-two/part-32-footings-and-slabs/part-323-concrete-and-reinforcing
3.2.3.1 Concrete
Concrete must comply with the following:
(a)
Concrete must be manufactured to comply with AS 3600; and—
(i)
have a strength at 28 days of not less than 20 MPa (denoted as N20 grade); and
(ii)
have a 20 mm maximum…
/editions/2019-a1/ncc-2019-volume-two-amendment-1/part-32-footings-and-slabs/part-323-concrete-and
3.2.3.1 Concrete
Concrete must comply with the following:
(a)
Concrete must be manufactured to comply with AS 3600; and—
(i)
have a strength at 28 days of not less than 20 MPa (denoted as N20 grade); and
(ii)
have a 20 mm…
/whats-new-about-ncc-2022
NCC 2022 was adopted by states and territories on 1 May 2023. So, what's changed? Here’s an overview of some of the main updates.
/editions/2019/ncc-2019-volume-one/section-j-energy-efficiency/part-j0-energy-efficiency
Deemed-to-Satisfy Provisions
J0.0 Deemed-to-Satisfy Provisions
(a)
Where a Deemed-to-Satisfy Solution is proposed, Performance RequirementJP1 is satisfied by complying with—
(i)
J0.1 to J0.5; and
(ii)
J1.1 to J1.6; and
(…
/editions/2019/ncc-2019-volume-one/tasmania/tas-part-h123-temporary-structures
Tas H123 P1
A temporary structure must, to the degree necessary, be capable of sustaining at an acceptable level of safety and serviceability the most adverse combination of loads and other actions to which it may reasonably be expected to be…
/editions/2016/ncc-2016-volume-two/part-312-energy-efficiency/part-312-energy-efficiency
Appropriate Performance Requirements
Appropriate :
Where an alternative energy efficiency design is proposed as a Performance Solution to that described in Part 3.12, that proposal must comply with—
P2.6.1; and
P2.6.2; and
the relevant…
/editions/2016-a1/ncc-2016-volume-two/part-312-energy-efficiency/part-312-energy-efficiency
Appropriate Performance Requirements
Appropriate :
Where an alternative energy efficiency design is proposed as a Performance Solution to that described in Part 3.12, that proposal must comply with—
P2.6.1; and
P2.6.2; and
the relevant…
/editions/2016-a1/ncc-2016-volume-two/section-2-performance-provisions/part-23-fire-safety
Explanatory information
Explanatory information:
OBJECTIVE
O2.3
The Objective is to—
safeguard the occupants from illness or injury—
by alerting them of a fire in the building so that they may safely evacuate; and
caused by fire from heating…
/editions/2019/ncc-2019-volume-one/schedule-7-fire-safety-verification-method/14-design-scenarios
1.4 Design scenarios: NCC Performance Requirements
This Verification Method presents specific design scenarios that must be considered in order to demonstrate that the fire safety aspects of a building design comply with the fire safety Performance…
/editions/2019/ncc-2019-volume-two/schedule-7-fire-safety-verification-method/14-design-scenarios
This Verification Method presents specific design scenarios that must be considered in order to demonstrate that the fire safety aspects of a building design comply with the fire safety Performance Requirements set out in Table 1.1.
The design…
/editions/2019/ncc-2019-volume-three/schedule-7-fire-safety-verification-method/14-design-scenarios
1.4 Design scenarios: NCC Performance Requirements
This Verification Method presents specific design scenarios that must be considered in order to demonstrate that the fire safety aspects of a building design comply with the fire safety Performance…
/editions/2016/ncc-2016-volume-two/section-2-performance-provisions/part-23-fire-safety
Explanatory information
Explanatory information:
OBJECTIVE
O2.3
The Objective is to—
safeguard the occupants from illness or injury—
by alerting them of a fire in the building so that they may safely evacuate; and
caused by fire from heating…
/editions/2019-a1/ncc-2019-volume-one-amendment-1/section-e-services-and-equipment/specification-e1.5a
1. Scope and application
This Specification sets out requirements for the design and installation of fire sprinkler systems, and concessions for Class 2 and 3 buildings not more than 25 m in effective height with a rise in storeys of 4 or more. The…
/editions/2019-a1/ncc-2019-volume-one-amendment-1/section-j-energy-efficiency/part-j0-energy
Deemed-to-Satisfy Provisions
J0.0 Deemed-to-Satisfy Provisions
(a)
Where a Deemed-to-Satisfy Solution is proposed, Performance RequirementJP1 is satisfied by complying with—
(i)
J0.1 to J0.5; and
(ii)
J1.1 to J1.6; and
(…
/editions/2019-a1/ncc-2019-volume-one-amendment-1/tasmania/tas-part-h123-temporary-structures
Tas H123 P1
A temporary structure must, to the degree necessary, be capable of sustaining at an acceptable level of safety and serviceability the most adverse combination of loads and other actions to which it may reasonably be expected to be…