Video summary
The NCC 2025 updates significantly expand the scope of mandatory testing required for construction compliance, moving beyond simple dimensional checks like doorway widths to include rigorous performance evaluations. While basic measurements can verify certain aspects of fire isolation, critical elements such as door ratings rely on accredited laboratory tests against standards like AS 1530. For NCC 2025, this list of required tests has grown to encompass new fire hazard properties, including flame spread indices and flammability indices, alongside the addition of external wall performance tests under AS 5113 and combustibility assessments. To allow manufacturers and testing laboratories time to adapt their product lines and certification processes for these new requirements, a transition period has been established, ensuring that these enhanced safety measures do not take effect until the next edition of the code is fully implemented.
Significant clarifications have also been introduced to resolve ambiguities in previous editions regarding fire separation and construction materials. Specific changes address exemptions for pressurized stairwell equipment, clarifying that concessions do not apply when pressurizing connected passageways, and refining definitions around external wall protection near fire sources to ensure only the necessary portions are treated. Furthermore, the code now explicitly permits fire-protected steel framing in addition to timber, though with different classification limits compared to timber-framed structures. These updates reflect a modernization of building practices, acknowledging that while historical rules favored concrete or masonry due to a lack of alternatives, current technologies allow for protected steel and timber solutions that meet equivalent safety standards.
The presentation also highlights a major shift in car park fire safety provisions driven by the "Modern Vehicles" project, which re-evaluates risks based on contemporary vehicle characteristics rather than older models used in 1980s testing. Research confirmed that modern vehicles are larger, heavier, contain more plastics, and possess higher calorific potential, leading to faster vehicle-to-vehicle fire spread compared to the scenarios of the past. Consequently, NCC 2025 mandates sprinkler systems wherever car stackers are present and removes several fire resistance level concessions to enhance passive protection. However, a specific concession remains for open-deck car parks in separate buildings with low occupancy rates, as research indicates the risk to occupants is minimal unless other building classifications are involved.
Finally, the code clarifies technical outcomes regarding classification rules and material specifications without altering their practical intent. This includes rewriting clauses that previously described a building as simultaneously Class 2 and Class 7 to better align with the principle that each part of a building must be classified according to its specific use. Additional clarifications confirm that smoke-proof walls in healthcare buildings must be lined on both sides with at least 13mm standard grade plasterboard and that smoke dampers must comply with AS 1668 Part 1. The removal of the concession allowing smoke reservoirs in pressurized compartments further strengthens safety protocols, ensuring that all provisions in Specification 5 and 11 are precise, consistent, and reflective of current fire engineering knowledge.
Read the full video transcript
Thanks, Adrian.
Sometimes a test is necessary to figure
out if a material, product, or form of
construction complies with the NCC.
Sometimes all you need is a tape
measure. For example, you might be
assessing a doorway into a fire isolated
exit. You can use a tape measure to
figure out if the width of the doorway
complies with D2D9.
But your tape measure isn't going to
tell you if the door is a dash 6035
door.
Of course, you look at the tags on the
door and frame.
But those tags are there because a
prototype of that door has passed the AS
1530 part 4 standard fire test.
There's a lot of things in the NCC where
compliance is discovered by test. But
some of those things are so important
that the NCC requires that the test be
undertaken by an accredited testing
laboratory.
This table shows those things. And
you'll see that a lot of those things
are to do with fire performance,
including the standard fire test to
verify the FRL of the fire door.
For NCC 2025, this list grows with some
sensible additions.
We've added all the fire hazard
properties, group number, spread of
flame index, flammability index, all of
them.
We've also added the external wall
performance test of AS 5113 referenced
in the fire spread via external walls
verification method.
And we've also added combustibility, the
AS 1530 part 1 test.
I'm sure you'll agree that these tests
are as important as the ones listed on
the previous slide.
Note also, a transition period has been
provided for this one.
You'll see this note next to each
relevant provision saying that the
requirement doesn't come into effect
until the next edition of the NCC.
This is to give manufacturers and
accredited test labs a chance to test
products and materials that need to be
retested for this new requirement.
We did some research and struggled to
find any products that weren't already
using accredited labs,
but provided the transition period
anyway.
This next one is a small but important
change.
This is in C3 D13 subclause two, which
sets out a series of concessions from
having to fire separate equipment.
For a long time, subclause B has
exempted stair pressurizing equipment.
Fair enough, but the fire isolated
passageway connected to it is
pressurized, too.
Does this mean that the concession
doesn't apply when you're pressurizing a
passage?
Of course it shouldn't, so we've made
this clarification in 2025.
This next one is also a clarification
because the way C4 D3 is worded today,
it's not clear how much of a wall would
need to be protected if only part of the
wall was close to a fire source feature.
Because the phrase external wall could
mean all sorts of things.
Does it mean just the part which is
close enough to the fire source feature
to require an FRL?
So only window A would need protection?
Or does it mean the external wall for
that side of the building, so that B
would also need protection?
Or does it mean the entire wall around
the whole building?
Well, of course, C4 D3 is only intending
to apply to opening A.
So we've clarified that by including
reference to part of an external wall
that is required to have an FRL.
This next change is another sensible
addition. It's to do with C4 D10, which
is the provision that says you can't put
service penetrations in fire isolated
exits,
except for a few necessary penetrations,
like the wiring for the lights.
For NCC 2025, we've added subclause D
here because the exit pressurization
system needs to penetrate the fire
isolated exit, also.
We're up to specification five now,
which is about fire resisting
construction.
And if you go back to NCC 2015 and
earlier editions, when specification
five was known as spec C1.1,
it was the case that most load-bearing
walls for type A and type B buildings
had to be built of concrete or masonry.
This sort of rule had good basis. King
Charles II made a similar rule around
360 years ago following the Great Fire
of London.
But, they didn't have fire-rated
plasterboard back then. We do now, so
arrangements for fire protected timber
were first introduced in NCC 2016.
Now, with NCC 2025, we have provisions
for fire protected steel framing also.
As you can see, it's the same, but
different.
There are many similarities between
steel and timber, even down to the
protection system specified in the
defined term.
But, note carefully that while fire
protected timber is for classes two to
nine,
fire protected steel is for class two or
three, unless it's confined to the
uppermost story.
Recently, we had a project known as the
modern vehicles project, where we looked
into car park fire safety provisions of
the NCC, and asked ourselves, are these
provisions fit for purpose for modern
vehicles?
These are the provisions that have been
amended by that project with the
descriptions found in the list of
amendments.
We're not going to look at these one by
one today. You can note these down and
do that another time if that's your
thing.
Rather, I want to summarize these
changes like this.
What those changes achieve.
The first column lists car park types
and features being compared. The middle
column describes status quo in NCC 2022.
And the final column shows NCC 2025.
The highlighted cells show where
something's new for NCC 2025.
As you can see, the changes involve
sprinkled open deck car parks,
sprinklers wherever there is a car
stacker,
and less fire resistance level
concessions.
So, more active fire suppression and
more passive fire resistance.
And the reason we got here
is that we don't see cars like these
anymore.
A 1982
XE Falcon.
Now, unless you're a nostalgic Ford fan,
you'd say that this is a good thing that
we don't see cars like this anymore.
But the reason I show you this photo is
that this model Ford was one of the car
types used in the full-scale fire
testing that led to the car park fire
safety provisions in today's NCC.
A series of tests were done in the
mid-1980s by BHP,
where they built a mock-up of a steel
frame car park, put some cars in it, and
set a 1979 XC Falcon on fire.
In the first test, only the test car
burnt, even though the car right next to
it had its window down.
In the second test, the burnt car was a
1982 XC Falcon like the one I showed you
a couple of slides ago.
This time, the car with its window down
caught a light at 15 minutes into the
test,
and the car on the other side caught on
fire at about 35 minutes into the test.
But that's all.
They stopped the test at 70 minutes with
only three cars catching on fire.
This presentation isn't the place to go
into detail about all those tests. If
you'd like to know more, I recommend a
literature review on our website,
abcb.gov.au,
which describes these tests. Search for
fire safety in car parks ABCB literature
review.
For today's presentation, note that
these tests showed that
vehicle-to-vehicle fire spread was minor
and that steel could withstand the peak
temperatures.
So, today's NCC allows unprotected steel
open-deck car parks besides sprinkler
and FRL concessions.
But, modern cars are different to the
Falcons burned in these tests.
They're bigger, heavier,
covered in plastics, have a much higher
calorific potential,
and electric vehicles are presenting new
fire behaviors that need consideration.
And vehicle-to-vehicle fire spread
happens quickly.
This photo was taken during demolition
of the Echo Arena car park in King
Street, Liverpool.
It was an open-deck car park which
complied with the UK's building codes.
Like in Australia,
this car park did not require sprinkler
protection.
Do you remember that test I mentioned
earlier where after 70 minutes they
could only get three cars to catch on
fire?
In this fire,
the first fire crew entered the
fire-affected story 30 minutes after the
fire had started
and so many cars were on fire they could
not count them.
In the end, about 1,150
cars were destroyed.
Our modern vehicles work surveyed a
number of car park fires. Details of
some are shown here.
That work showed that vehicle-to-vehicle
fire spread is a thing.
It also reinforced existing research
showing that sprinkler suppression is
effective.
Hence the changes I outlined earlier
where some FRL concessions have been
removed
and where there's more instances where
you need sprinkler protection.
Except it's still the case that an
open-deck car park that is a separate
building does not require sprinkler
protection
even where there's more than 40
vehicles.
This is because our research showed that
car park occupancy rates are low, so
risk to occupants is also low,
unless other classifications are in the
building and fire can affect those
occupants.
This next change is in clause nine of
specification five.
It's not related to the modern vehicles
work I covered just now in this
presentation,
except that work concluded it was fine
for this concession to remain.
It's the car park concession in spec
five that allows you to use FRLs as for
class two or three buildings for the car
park level.
Just to refresh your memory,
so long as all the parameters are met,
as is the case for the example shown
here,
where you'd normally have to choose
120-minute FRLs from the class 7a
column,
you can choose instead 90-minute FRLs
from the class two column.
This makes for a simpler build and is a
legitimate concession.
This isn't new. The outcome hasn't
changed, just the words, and here's why.
The NCC is very specific about parts of
a building being classified according to
their use.
We even have A6 G1 sub clause two that
says each part of a building must be
classified according to its purpose.
But here in NCC 2022, the NCC is not
strictly following its own rules,
because it's describing a situation
where a class two building
is also at the same time a class seven
building.
You can see this occurs in both sub
clauses one and two.
Now, you and I both know what they're
trying to say. They're talking about a
building that is generally class two or
class three,
and we've been reading it that way for
years.
Though the NCC should obey its own
rules, so we've rephrased this clause.
I've only room to show you sub clause
one. There's also sub clause two changed
for class three and seven buildings.
As you can see, it's a total rewrite,
but now it's accurate in how it assigns
classifications to the different parts
of the building.
This next one is similar to the previous
one. We haven't changed the technical
outcome, only clarified what that
outcome is.
Here's S5C20 subclause two from NCC
2022.
S5C23 subclause two is the same
concession, only for type A
construction.
It's the concession that allows timber
framing for class two and three
buildings,
even where there's an ancillary story
below,
subject to certain parameters. And one
of those parameters is that the bottom
story, say car park,
is constructed of concrete or masonry.
And that's fine. I can make the slabs
and columns out of concrete.
But what about the non-load bearing
walls? What about the balustrades?
What do they mean when they say the
story has to be made out of concrete or
masonry?
Does everything down there need to be
made out of concrete or masonry?
Where can you get concrete light bulbs?
This one needed clarifying, so we
checked the history and confirmed that
it's only the load-bearing elements that
have to be made out of concrete or
masonry.
No need for brick balustrades or
concrete doors.
This one has been updated in NCC 2025
for S5C20
and S5C23.
Specification 11, smoke proof walls in
health care and residential care
buildings.
This one's being clarified this year.
For a long time, S11C3
has had this concession saying the wall
may be lined on one side only.
Does that mean that smoke proof walls
for class 9A buildings in clause two
need to be lined on both sides?
In NCC 2025, we've clarified this with a
new subclause confirming that yes, this
is the case.
Also, clause three has specified the
plasterboard as being at least 13 mm
standard grade plasterboard,
but clause 2 has been silent.
For NCC 2025, we've clarified that class
9a healthcare buildings need at least 13
mm standard plasterboard also.
Both these clauses require smoke dampers
for air handling ducts that cross smoke
proof walls,
but they never have specified what they
need to comply with.
I'm sure you've all been installing them
in accordance with AS 1668 part 1,
but we've included that as a
clarification also.
One last change in specification 11,
you're likely familiar with the
concession from having to provide a
smoke reservoir if the fire compartment
is pressurized.
Our technical committee considered that
a reservoir was justified even where
there is pressurization, so the
concession has been removed for NCC
2025.
Those are the main changes to the fire
resistance provisions. If you have any
questions, please stay for the question
and answer session.