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Airtightness: Ultimate Benefits and Decisive Stakeholders’ Interests

September 11, 2025

Airtightness: Ultimate Benefits and Decisive Stakeholders’ Interests

 

1. INTRODUCTION
A common performance motivation
axiom by Lord William Kelvin is that “what
cannot be measured cannot be improved.”
Achieving airtightness performance (through
whole-building testing) can initially appear
demanding. Air-barrier assemblies and
accessories are available, but integrating
these into air-barrier systems, which comprise
many connections, is still a challenge. This
paper will review the history of developing
airtightness requirements, with examples
from whole-building testing approaches, while
examining codes and standards.
Focus on airtightness testing of materials
and assemblies has increased, but to date,
mandatory whole-building airtightness has
not been sufficiently adopted, particularly
due to cost concerns. This paper will also
discuss interests and joint tactics for officials,
developers, consultants, contractors, and
sub-trades in delivering and commissioning
airtight enclosures. This research relates largely
to Cool Temperate climate zones, as defined
by the Koppen1 climate classification, in which
the coldest month has an average temperature
below −3°C and the warmest month has an
average temperature above 10°C. The scope of
the manuscript is Canada-centric.
2. SIGNIFICANCE OF
AIRTIGHTNESS
Airtightness in construction has numerous
important benefits. Whole-building airtightness
tests are sought by building physicists to
help resisting vicious enclosure air leaks.
Airtight buildings provide several benefits for
governments, owners, occupants, and other
stakeholders.
2.1. Superior Indoor Air Quality
Airtight construction reduces the entrance of
pollutants, allergens, and outside noise by
regulating airflow and improving filtration
and ventilation. Moreover, it enables the
utilization of a 100% fresh-air-intake ventilation
Airtightness: Ultimate Benefits
and Decisive Stakeholders’
Interests
Feature
By Ehab Naim Ibrahim, BArch, Dipl Ing
Architekt, MRAIC, BSS®, LEED® AP, CPHD;
and Meena Hamati, Ing (Eng), MEng, PQS
This article was originally presented at the 2024
IIBEC/OBEC BES.
supply, while exhausting all used and possibly
contaminated air. Heat recovery ventilator
and/or energy recovery ventilator sizes can
be optimized, eliminating the need for
recycled and makeup air filtering and their
associated costs.
2.2. Improved Energy Efficiency
Airtight construction reduces energy
consumption by minimizing heat loss or gain
through air leakage. Air leaks are deemed
responsible for 25% to 40% of energy losses
in conventional construction.2 Occupants will
benefit from decreased heating and cooling
expenses as well as a lower carbon footprint.
Heating, ventilating and air conditioning
(HVAC) system design relies on the airtightness
component, which is, unfortunately, most often
predicted as an assumption to complete the
energy modeling required for sizing heating and
cooling equipment.
Air leakage impacts ventilation
equipment’s initial size and capacity,
ultimate performance, and maintenance.
Therefore, airtightness will provide
stakeholders with a lower initial building
cost, improved performance of heating and
cooling equipment, efficiency, and life cycle
durability for maintenance and replacement.
Unfortunately, energy modeling and energy
balance software are in weak declension
with the calculated airtightness savings
results, which means that their energy loss
mechanisms and progressive algorithms
aren’t based on the same physics principles
that include air leakage/tightness measures.
Interface articles may cite trade, brand,
or product names to specify or describe
adequately materials, experimental
procedures, and/or equipment. In no
case does such identification imply
recommendation or endorsement by the
International Institute of Building Enclosure
Consultants (IIBEC).
©2025 International Institute of Building Enclosure 22 • IIBEC Interface Consultants (IIBEC) September 2025
2.3. Increased Durability
Airtightness assists in preventing moisture
damage, which can cause rot, mold growth, and
other harm to a building’s structure, including
concealed components. Additionally, it prolongs
the life of building components, such as
insulation. Air leakage can result in degrading
insulation’s effectiveness, by picking up its
moisture. In colder seasons, when the interior
has a normal relative humidity (RH) with an air
pressure higher than the outdoor pressure, then
moist air will flow from inside to outside, through
gaps in the enclosure; it gets to cold cavities
and surfaces, forming condensation on building
materials outboard of the air control layer,
including structural elements.
This condensation can cause mold, mildew, and
fungus, which may lead to health hazards, and
corrosion of building components. This may result
in deterioration of structural components, such as
fasteners and anchors. Where the condensation is
concealed, deterioration is usually undiscovered
until a failure occurs. Early signs of deterioration of
concealed materials are rarely revealed.
2.4. Enhanced Comfort
A building that is airtight keeps out drafts, cold
spots, and temperature swings, contributing
to a comfortable and consistent living space all
year round. Furthermore, thermal comfort is
directly connected to RH. Humans’ perception of
warmth is influenced by the surrounding RH. It
feels colder in dryer environments, and warmer
sensations increase with elevated RH levels at a
constant temperature.
Our interviews with residents of a 33-story
multi-unit Toronto residential building, built in
2010, confirmed unsuccessful efforts to increase
RH to 30% at any point. Even with the use of
a humidifier rated for a space four times the
size, uncontrolled air leaks made it impossible
to increase RH. Occupants had to turn their
thermostats up to feel warmer in this relatively
dry environment, which wasted energy. Therefore,
airtightness is interrelated to energy savings
through the RH/thermal comfort component.
2.5. Relative Humidity and Health
Health-related issues, such as dry, cracking skin;
irritation of mucous membranes; eye dryness;
respiratory infections; and static electricity
generation, place limits on the acceptability of very
low-RH environments. The optimal RH range was
defined in Arundel et al.,3 where epidemiological
studies examined the relationship between the
number of respiratory infections or absenteeism
and the RH in buildings (Fig. 13).
Arundel’s results were presented in
a chart that is now widely recognized by
scientists, healthcare professionals, and some
organizations such as the US. Department of
Energy. Some health factors get worse at lower
humidity levels, some get worse at higher
humidity levels, and some get worse at both
ends of the humidity spectrum. These findings
led to the conclusion that the ideal middle zone
is between 40% and 60% RH. This would require
humidification control, which is unattainable in
air-leaky interior environments.
Hospitals and other healthcare buildings
are specified for a minimum indoor air quality
with a 40% RH. HVAC designers tend to
lower RH parameters to 20% or 30% in other
common buildings to make the enclosure less
vulnerable to condensation, thereby sacrificing
RH-related health and comfort necessities for
building occupants. As Taylor4 states, “There is
now overwhelming scientific evidence that a
mid-range air humidity has significant benefits
for human health. It is very possible for us to be
managing the indoor air quality of our public
buildings in line with this evidence. The time
has come for regulations on indoor air quality to
include a humidity level of 40–60% RH.”
3. AIRTIGHTNESS METRICS
Various measuring methodologies have been
used for reporting of airflow and airtightness. In
the following section, we cover some of the units
that are used to quantify air testing performance.
These can serve as the basic measurements,
with respect to developing trends and practices
discussed further in our research. Our research
will utilize the International System of Units for
further equations.
3.1. Air Permeability
Air permeability is a commonly used metric to
quantify the airflow rate through a given area of
element, expressed as the volume flow per hour
(m3/h) of air supplied to one side of the element
by air-moving equipment, per square meter (m2)
of element area at a specified pressure difference
at each side of the element: for example,
10 m3/m2 · h @ 50 Pa differential.
3.2. Volume Flow Rate
This metric is defined as Q, a measure of the
amount of air that flows through a specific space
in a certain amount of time; for example, liters
per second (L/s), m3/h, or cubic feet per minute
(CFM). It is normally expressed as Q = v × A,
where
v = air velocity
A = cross-sectional area through which air is
passing
3.3. Air Leakage Rate
𝑄𝑄𝛥𝛥P defines the airflow passing through the
enclosure at a given pressure difference, from
high- to low-pressure space.
3.4. Air Changes per Hour
Air changes per hour (ACH or air exchange rate)
is the number of times that the total air volume
in a space is completely removed and replaced
in one hour. It can also be thought of as the rate
at which outside air enters a space divided by
the volume of that conditioned space, or as a
measure of volume flow rate (m3/h) at a certain
reference pressure differential (for example,
50 Pa) per cubic meter of building volume
Figure 1. This chart suggests an optimum zone of 40 to 60% for relative humidity. Reproduced
from Arundel et al., 1986.
September 2025 IIBEC Interface • 23
(that is, Q50/V or ACH50, also known as N50). The
methodology considers the building’s interior
volume of air that needs to be conditioned and,
therefore, internal walls and floors are excluded.
Voids within wall and floor constructions
also are not counted. ACH is also known as
the percentage of an enclosure’s air that is
exchanged in a time period.
Example: ACH or ACH50 or N50 = 1.2 1/h or 1.2 h-1
3.5. Equivalent Leakage Area
Equivalent leakage area EqLA is a visual
representation of air leakage as the area of a
theoretical orifice in the building enclosure
that would leak the same amount as all of
the building’s actual collective holes at a
given pressure difference. EqLA10 = 500 cm2
(area @ 10 Pa pressure differential).
3.6. Effective Leakage Area
Effective leakage area EfLA is similar to EqLA, but
referenced in ASTM E779-105 with a discharge
coefficient assumption of 1.0 and a reference
pressure of 4 Pa.
3.7. Normalized Leakage Area
Normalized leakage area NLA is the ratio of the
equivalent leakage area EqLA to the area of the
building enclosure divided by enclosure area.
Example: NLA50 = cm2/m2 (area @ 50 Pa
pressure differential)
𝑁𝑁𝐿𝐿𝐴𝐴􀞵 = 􀝛􀞁􀝢􀝗
􀝗
cm2/m2
3.8. Normalized Flow or Air
Leakage Rate
Normalized flow or air leakage rate NLR is the
airflow at a given pressure differential divided by
the area of the building enclosure area.
Example: NLR50 = L/(s · m2)
Q = airflow (L/s), or the volume of the air per
unit time required to maintain the pressure
differential
𝛥𝛥𝑃𝑃 = pressure differential; hence, Q𝛥𝛥𝛲𝛲
𝛥𝛥𝑃𝑃 Q𝛥𝛥𝛲𝛲 = airflow at a defined pressure differential
C = flow coefficient variable
N = dimensionless flow exponent
Examples:
ACH = (3.6*Airflow L/s)/Building Volume
(Conditioned Space Only, internal walls and
floors excluded)
1 L/s = 2.12 ft3/min (CFM)
NLR@50 = L/s Airflow @50 Pa/Enclosure
Surface Area
3.9. Air Changes Per Hour Versus
Air Leakage Rate and NLR
Codes and standards may specify airtightness
targets using ACH or air leakage rate. Although
it is possible to convert between them for a
specific building, it is not possible to apply
a single conversion factor to all buildings.
Conversion is a volume function–to–enclosure
area ratio that varies with building height
and shape.
While some experts believe that NLR is a more
intuitive metric for air leakage, ACH appears to
be more practical with regard to energy balance/
modeling and consumption measurement,
allowing for designs that accurately reflect
heating/cooling demand.
4. RELATIONSHIP BETWEEN
BUILDING ENERGY EFFICIENCY
AND AIRTIGHTNESS5
Enclosure air leaks significantly increase heating
and cooling energy demands, while airtightness
leads to savings.
Figure 26 shows the effects of airtightness
on heating energy demand for an example
six-story, 4700 m2 multiunit residential
building in Climate Zone 4 with the following
characteristics:
• Effective RSI-4.4 (R-25) walls and USI-1.53
(U-0.27) windows
• Heat recovery ventilation (60% efficient)
• Drain water heat recovery and low-flow
fixtures
• Light-emitting diode lighting and occupancy
sensors in corridors
Figure 2 demonstrates that exceeding the
baseline normalized air leakage rate target of
2.0 L/s/m2 can increase the energy required
to heat a building by nearly 70%. However,
improving airtightness and achieving a
normalized air leakage rate of 0.5 L/s/m2 can
reduce this energy requirement by nearly 30%,
thereby meeting energy efficiency requirements
and improving utility cost savings.
5. CODES AND STANDARDS
RELATED TO WHOLE-BUILDING
PERFORMANCE
REQUIREMENTS
Reviews of Canadian national and provincial
regulations and recognized standards
show that historically, there has been no
mandatory requirement for whole-building
airtightness performance. This was the
status until 2017, after which occurred
the development of the British Columbia
provisional step code, the Washington State
Building Code with a voluntary airtightness
target, and the higher levels (Version 3,
Version 4, etc.) of the Toronto Green
Standards (TGS), in addition to voluntary
standards such as ENERGY STAR, LEED, and
Passive House. Progressive airtightness
requirements appear as follows:
Figure 2. Heating energy demand changes due to improved airtightness.6
24 • IIBEC Interface September 2025
5.1. 1977 National Building Code of
Canada (NBC)
Section 4.8, Wind, Water and Vapour Protection,
Subsection 4.8.1, Control of Condensation, states
the following:7
“4.8.1.2 (1)…the assembly shall be designed to
prevent condensation by providing a continuous
vapour and air barrier in the assembly…”
The 1977 NBC notes that continuous air and
vapor barriers are requirements for building
assemblies as measures to prevent condensation
in cases of temperature and water vapor pressure
differentials.
5.2. 1985 NBC
Section 5.3, Control of Air Leakage, Subsection
5.3.1, Air Barriers, Article 5.3.1.1.(1), states the
following:8
“The assembly shall be designed to provide an
effective barrier to air exfiltration and infiltration,
at a location that will prevent condensation within
the assembly, through (a) the materials of the
assembly, (b) joints in the assembly, (c) joints in
components of the assembly, and (d) junctions
with other building elements.”
With its 1985 edition, the NBC’s requirements
start to dictate some performance expectations
focusing on building assemblies, components,
and connections, and other building elements
exposed to environmental differentials. But
assemblies are here in silo, probably with some
interface, and no mention of the continuous
air-barrier nor a whole-building performance bar
or testing requirements.
5.3. 1995 NBC
Section 5.4, Air Leakage, Subsection 5.4.1,
Air Barrier Systems, Article 5.4.1.2, Air Barrier
System Properties, states the following:9
“…sheet and panel type materials intended
to provide the principal resistance to air leakage
shall have an air leakage characteristic not greater
than 0.02 L/(s · m2) measured at an air pressure
difference of 75 Pa…”
Section 9.25, Heat Transfer, Air Leakage and
Condensation Control, Article 9.25.1.2, General,
states the following:9
“1)…any sheet or panel type material with an
air leakage characteristic less than 0.1 L/(s · m2) at
75 Pa…”
These requirements indicate that air
leakage is a critical issue in building systems.
For Part 5, the materials used to provide
principal resistance must have an air leakage
characteristic not greater than 0.02 L/(s · m2) at
an air pressure difference of 75 Pa, and Part 9
calls for air leakage not greater than 0.1 L/(s · m2)
at 75 Pa.
5.4. 2010 NBC
Section 5.4, Air Leakage, Subsection 5.4.1,
Air Barrier Systems, Article 5.4.1.2, states the
following:10
“…materials intended to provide the principal
resistance to air leakage shall
a) have an air leakage characteristic not greater
than 0.02 L/(s · m2) measured at an air
pressure difference of 75 Pa, or
b) conform to CAN/ULC-S741, ‘Air Barrier
Materials—Specification.’”
Article 9.36.2.9, Airtightness, states the
following:9
“1) The leakage of air into and out of conditioned
spaces shall be controlled by constructing
a) a continuous air barrier system in accordance
with Sentences (2) to (6), Subsection 9.25.3.
and Article 9.36.2.10.,
b) a continuous air barrier system in accordance
with Sentences (2) to (6) and Subsection
9.25.3. and a building assembly having an air
leakage rate not greater than 0.20 L/(s · m2)
(Type A4) when tested in accordance with
CAN/ ULC-S742, ‘Air Barrier Assemblies—
Specification,’ at a pressure differential of
75 Pa, or
c) a continuous air barrier system in accordance
with Sentences (2) to (6) and Subsection
9.25.3. and a building assembly having an air
leakage rate not greater than 0.20 L/(s · m2)
when tested in accordance with ASTM E2357,
‘Determining Air Leakage of Air Barrier
Assemblies.’”
Part 5 of the 2010 NBC introduces CAN/
ULC S741, Standard for Air Barrier Materials—
Specification,11 and allows testing of all
these different materials to determine their
performance against air leakage. Part 9
introduces CAN/ ULC-S742, Standard for Air
Barrier Assemblies—Specification,12 and covers
air barrier assemblies as combinations of air
barrier materials and their accessories.
5.5. 2020 NBC
Part 5 Environmental Separation, Subsection
A-5.4.1., Article A-5.4.1.1.(3), 13 addresses “Air
Leakage Performance Classes for Air Barrier
Assemblies which is CAN/ULC-S742.”
Article 9.36.6.3, Determination of
Airtightness, states the following:
“1) Where airtightness is to be used as input
to the energy model calculations, it shall
be determined through a multipoint
depressurization test carried out in
accordance with CAN/CGSB-149.10,
‘Determination of the airtightness of building
envelopes by the fan depressurization
method,’ using the following parameters
described therein:
a) as-operated, and
b) guarded or unguarded.
2) Except as provided in Sentence (3), where
airtightness is to be used to demonstrate
compliance with an Airtightness Level listed
in Table 9.36.6.4.-A or 9.36.6.4.-B, it shall be
determined through a single-point, two-point
or multi-point depressurization test carried
out in accordance with CAN/CGSB-149.10,
‘Determination of the airtightness of building
envelopes by the fan depressurization
method,’ using the following parameters
described therein:
a) as-operated, and
b) guarded or unguarded, as applicable.
3) Determining NLA10 using a single-point test
is not permitted.”
The 2020 NBC references in Part 5 CAN/
ULC-S74212 and, in Part 9, presents the method
of testing the whole-building enclosure and
provides an air leakage rate as per the standard
CAN/CGSB- 149.10,114 which is “a standard
method of tests (SMOTs) for the determination
of the airtightness of building envelopes. This
Standard contains three test options, two types
of assessments and, for attached zones, two
pressure boundary setups. The test options are
the multi-point test, the two-point test and the
single-point test. The types of assessments are as
operated and closed-up. The pressure boundary
set-ups are guarded and unguarded.”
5.6. Excerpt from the 2020 National
Energy Code of Canada for
Buildings
Article 3.2.4.2., Air Barrier System,15 states the
following:
“1) The air barrier system shall have a normalized
air leakage rate not greater than 1.50 L/
(s×m2) when tested in accordance with ASTM
E3158, ‘Standard Test Method for Measuring
the Air Leakage Rate of a Large or Multizone
Building’, at a pressure differential of 75 Pa,
using the following criteria:
a) the building shall be prepared in accordance
with the building envelope test described in
the standard,
b) the air leakage test shall be conducted
under both pressurized and depressurized
conditions, and
c) the air leakage area used to determine the
normalized air leakage rate shall include all
the surfaces separating conditioned space
from unconditioned space.
(See Note A-3.2.4.2.(1).)
September 2025 IIBEC Interface • 25
2) The air leakage rates measured in accordance
with Sentence (1) shall be averaged.”
The NECB 2020 stated regarding the test
building enclosure standards ASTM E3158,16
that “this test method is used to determine the
airtightness of building envelopes or portions
thereof by measuring the air leakage rate at
specified reference pressure differentials.”
5.7. Excerpts from Regional
Whole-Building Airtightness
Requirements
5.7.1. Vancouver. For the city of Vancouver,
BC, Canada, under the Vancouver Building
By-law,17 the whole-building airtightness
test is required to be conducted per ASTM
E779,5 which is a test method that measures
air-leakage rates in a building enclosure under
controlled pressurization and depressurization.
Article 10.2.2.21, Building and Dwelling Unit
Airtightness Testing, states the following:
“1) In a building required to comply with this
Article, the building and dwelling units shall
be tested for airtightness in accordance with
a) ASTM E779, Standard Test Method for
Determining Air Leakage Rate by Fan
Pressurization,
b) USACE Version 3, Air Leakage Test Protocol for
Building Envelopes, or
c) airtightness protocol recognized by Natural
Resources Canada for use in homes and
buildings labeled under the EnerGuide for
New Homes program…”
5.7.2. Toronto. In the 2018 TGS Version 3,
Tier 2, the city of Toronto required conducting a
whole-building airtightness test, where Tier 2
was voluntary. The same requirement became
mandatory in 2022 TGS Version 4 Tier 1.
“The Toronto Green Standard Version 4
(2022) includes three tiers of performance
with a focus on carbon reductions and green
infrastructure enhancements. The key changes
recommended are:
The energy performance of each tier moves up
so that Tier 2 becomes the required Tier 1, Tier
3 becomes voluntary Tier 2 and Tier 4 becomes
voluntary Tier 3 (the new highest performance
level for near zero emissions).”18
As requirement of TGS V4, Tier 1, under
Energy Efficiency Report Submission &
Modelling Guidelines, under subsection 5.4.3,19
“Infiltration shall be modelled as per NECB 2015
at 0.00025 m3/s/m2 at 5 Pa (0.05 CFM/ft2 at
0.02 in w.c.) of total, above grade exterior walls,
and windows area. Reduced air leakage rates
may be modelled, provided the project team
makes a commitment to achieve a minimum
air leakage rate, to be confirmed by mandatory
airtightness testing. Credit will be allowed down
to the values required by Passive House, which
approximately convert to 0.0001 m3/s/m2 at 5 Pa.
Air leakage testing values determined at 75 Pa
can be approximately converted by multiplying
the value by 0.112. For example, a tested value
of 0.0015 m3/s/m2 at 75 Pa would equate to
0.000168 m3/s/m2 at 5 Pa, to be used in the
model, instead of the 0.00025 m3/s/m2 at 5 Pa
indicated.”
5.7.3. Requirements in Further Regions.
Recent projects in Washington, DC; Portland,
Oregon; and Seattle, Washington, have required
whole-building airtightness testing. U.S. Army
Corps of Engineers (USACE) requirements for
new buildings and renovations have adopted
an airtightness performance requirement of
0.25 CFM/ft2 at 75 Pa (1.271 L/[s · m2]) maximum
air leakage. The USACE Air Leakage Test Protocol
is adopted in TGS with the ASTM E3158-18
standard.20,21
6. EFFECTIVE PLANNING
APPROACHES TO PRODUCE
AIRTIGHT BUILDINGS
Planning for airtightness testing ensures that a
continuous air barrier is considered throughout
the design process. This means, among other
benefits, less escape of expensive conditioned
air and less outdoor makeup air to precondition
at great cost. In this case, extracting energy
while exhausting used indoor air, and adding
such energy to outdoor air intake through heat
exchanger units, renders the most efficiency.
Planning has to start earlier than the design
stage. A commitment to build with airtightness
in mind is fundamental. Whether the decision is
made because of code requirements or to meet
a certain efficiency goal or standard, owners and
consultants must commit to their determination
from the beginning. Whole-building airtightness
testing is required to ensure delivery of an
airtight building. Energy modeling uses
delivered test results to assess the building
as a whole system, to ensure it meets the
designed and, more importantly, constructed,
performance requirements.
The proposed planning approach tends
to request more of two specific participants:
consultants and general contractors. Their
obligations will impact the financial planning
discussed later in this paper. A careful feasibility
and payback study is required, with the
knowledge that construction stakeholders
progressively joining the project will be affected
and must be informed about the whole-building
airtightness objective beforehand. The plan will
not undermine each trade’s individual obligation
to pass standard airtightness tests for its own
installed assemblies.
Steps for airtightness testing vary depending
on building type and size, and the testing
standard used. Figure 3 suggests practical
steps. The process can apply to a variety of
project delivery models, such as a stipulated
price (design/bid/build), construction
management, or design/build. Different delivery
models may impose greater responsibilities on
some participants than others.
6.1. Testing Frequency
Testing frequency depends on the targeted
standard and methodology, but also on the
building’s size and design. A minimum of three
whole-building tests is deemed practical, with
Figure 3. Project planning with consideration of building airtightness testing: a building
enclosure.
26 • IIBEC Interface September 2025
the first test conducted as soon as the enclosure
is air-sealed, and air-barrier components and
interfaces are still accessible. This allows for
parallel qualitative testing, which is essential to
remediate flaws if the quantitative test exceeds
the allowable targets.
6.2. Testing Capabilities
A National Research Council Canada NRC
2015 survey22 identified 49 companies
with 127 locations across Canada reporting
36 locations with current capacity to complete
Part 3 whole-building airtightness testing, while
91 locations had available expertise that could
be developed if airtightness requirements came
into effect.
Potential future capacity was indicated
by factors such as labs offering Part 9 of the
Canadian building code airtightness tests, to
offer Part 3 testing at different locations. Now
in 2024, we are certain that capabilities have
significantly increased, allowing room for price
competition, although they already appeared
sufficient in 2015.
6.3. Budgets
The same survey respondents identified building
size, number of penetrations, and phased
construction delivery as major cost factors. Major
costs can be divided into three main categories:
1. Space preparation tasks, time, and
laboratory/engineering;
2. Remediation tasks for resulting identified
leaks; and
3. Delayed schedules (leading to increased
costs) as a result of the previous two
categories.
In this paper we are discussing smart
scheduling with a built-in strategy to overcome
the first category further. Nonetheless, the
main cost for developers is fixing leakage
problems. Improved design/detailing and
sound air barrier construction practice should
help manage the second and third categories.
Typical defects appear at surfaces, sealed
joints (including structural), penetrations
(electrical, plumbing, HVAC), joints and
interfaces between doors and windows,
detached membranes (at substrates and
overlaps), termination seals, screws, staples,
loose clamps, missing or unadhered sealing
tapes, cuts or holes in the air barrier,
tongue-and-groove joints, and corner joints.
Contractors are improving test coordination
with labs, who offer, for example, to start
testing tasks in the evening, after conventional
construction hours. Testing laboratories in 2024
suggest their own cost to be approximately
$10,000 to $15,000 for a 10-story building.
Pending enclosure complexity and prebuilt
provisions for compartmentalization, costs will
vary. Associated costs to produce an airtight
building aren’t mainly for airtightness testing
procedures, but in rectifying enclosures to
achieve a continuous air barrier.
7. CASE STUDY: PERMEABILITY
EXPECTATIONS OF AIR
BARRIER COMPONENTS
A frequently conveyed myth in our building
physics culture claims that an enclosure’s
air barrier system has three tiers: a material
is incorporated into an assembly, which
is interconnected to create an enclosure.
Each of these supposed three tiers has a
distinct measurable resistance to airflow. The
permeability performance requirement decreases
by one order of magnitude as the testing
climbs up the chain to form the airtightness
measurement for a building enclosure
Material 0.02 L/(s · m2)
Assembly 0.20 L/(s · m2)
Enclosure 2.00 L/(s · m2)
All items are tested at a pressure differential
of 50 Pa.
In searching the literature, the authors
were not able to locate any scientific basis for
this myth, only remote correlations between
separate codes and standards. For example, the
National Building Code of Canada13 specifies
that the principal air barrier material may have a
maximum air permeance of 0.02 L/(s · m2) @ 75
Pa, and ASTM E1677-00, Standard Specification
for an Air Retarder (AR) Material or System for
Low-Rise Framed Building Walls,23 calls for
an assembly air permeance requirement of
0.30 L/(s · m2) @ 75 Pa.
7.1. Research Archetype
We are focusing on an individual level (that is,
floor) of a multi-story building (Fig. 4) in our case
study, with the hypothesis that the main vertical
enclosure is completely created out of glazing
assemblies. The footprint is 10 m × 10 m, and
the height is 3 m for simplification.
Typically, North American Division 8 glazing
specifications require an assembled architectural
window to meet the following airtightness
performance requirements (at a static pressure
differential of 300 Pa):
• Air infiltration/exfiltration shall not exceed
0.3 L/s per square meter of fixed area; and
• Air infiltration/exfiltration shall not exceed
0.5 L/s per square meter of operable glazing
area (both based on individual laboratory
chamber testing with ASTM E283).24
Building enclosure air leakage behavior has a
relatively linear relationship between pressure
and leakage volume or airflow. The test results
in Figure 5, also discussed in an Air Barrier
Association of America (ABAA) 2017 conference
article,25 are applied for theoretical extrapolation
in the Passive House airtightness methodology.
The relative ACH is realized by mathematically
interpreting an airtightness rating resulting
from a physical test at a certain pressure to a
targeted benchmark test pressure for rating’s
parallel analytics, and energy balance modeling
comparisons.
7.1.1. Study Chronology. While the threshold
of air leakage rate is 0.3 L/(s · m2) at 300 Pa;
Figure 4. The proposed multi-story glazed enclosure structure, and extracted case study
floor/level.
September 2025 IIBEC Interface • 27
and if ACH is rated at 50 Pa pressure differential
(ACH50 or N50);
N50 = Q50 / volume
where
Q50 = volume flow rate in L/s or m3/h @ 50 Pa
Volume = building’s clear interior conditioned
volume
The allowable
Q300 per m2 = 0.3 L/s · m2 = 1.08 m3/h · m2
Q1 per m2 = 1.08 / 300 = 0.0036 m3/h · m2
Flow rate @ 50 Pa:
Q50 per m2 = 0.0036 × 50 = 0.18 m3/h · m2
Glazing area = 40 m (perimeter) × 3 m
(height) = 120 m2
Total leakage through the wall glazing:
= 0.18 m3/h · m2 × 40 m × 3 m
= 21.6 m3/h
Example specimen volume
= 10 m × 10 m × 3 m (floor height)
= 300 m3
ACH50 or N50 = Q50/volume
= 21.6 m3/h/300 m3
ACH50 or N50 = 0.072 1/h or 0.072 h-1
Projects pursuing TGS Tiers 2 through 4
are meant to ensure buildings’ air barrier
continuity with enhanced resiliency. The
targeted testing threshold is proposed to be
Q ≤ 2.0 L/s · m2 @ 75 Pa, and the test report
will be required to be submitted to the City of
Toronto for site plan approval.
If equivalent philosophy is applied in our case
study, then
Q75 of 2.0 L/s · m2 = ACH50 of 1.951 h-1
7.1.2. Study Results and Discussion. A fully
glazed vertical building enclosure would have an
allowable air leakage of ACH50 = 0.072 h-1, while
the TGS target would be ACH50 = 1.951 h-1, which
is 27 times the allowable glazing air leakage. This
discrepancy raises several essential questions:
• Why is a completely glazed enclosure wall
required to meet an extreme ACH50 of 0.072 h-1,
or 3.69% of the total allowable air leakage?
• In the “material, assembly, enclosure”
categorization, what is the definition of the
assembly?
• Is it a window? Which size (minimum and
maximum)?
• Is a manufactured window, tested at 1500 mm ×
1500 mm, for 0.3 L/s · m2 at 300 Pa air leakage
equal to an entirely glazed enclosure constructed
out of numerous individual glazed assemblies,
with joints, corners, etc., for a total area of 120 m2?
• What air leakage rates would be expected
from other assemblies within the same
enclosure if it were not fully glazed?
7.2. Considering the High-Rise
Area-to-Volume Ratio A/V
Utilizing the calculation for a multi-story
building, with increasing enclosure surface area
and conditioned air volume, we state that the
airtightness requirement remains constant at
ACH50 = 0.072 h-1 air exchange rate (Fig. 6),
which is, interestingly, 12% of the 0.6 ACH50
Passive House threshold.26
The transition joint between glazing elements
and adjacent enclosure can be a source of air
leakage. Even if glazing meets the air leakage
requirements of ASTM E783,27 the test method
only measures air leakage through the glazing
product, not the connection integrity between the
glazing and the rough opening. The testing lab
can quantitatively and separately test each and
make recommendations on how to remediate the
transition seals if excessive air leakage is reported.
A widespread misconception relates air leakage
primarily to buildings’ glazing assemblies, which
was recently proven erroneous on many fronts.28
A Passive House project in Victoria, BC, Canada,
was tested for quantitative whole-building
airtightness analysis. Simultaneously, a qualitative
air leak detection, using fog, was executed. One
could identify some fog penetration through
operable windows’ hardware assemblies. The
glazing contractor remediated the issue, and
airtightness testing was repeated. Not surprisingly,
the results hardly changed quantitatively. It
may have been relatively easy to misjudge
Figure 5. Example air leakage graph using the blower door test.
Figure 6. Constant allowable ACH50 versus increased glazing area + conditioned air volume.
28 • IIBEC Interface September 2025
the innovatively thin and transparent glazing
assembly, but the ACH numbers demonstrated
that the major contributing air leaks were
instead through unpredicted concealed opaque
enclosure assemblies.
As Gord Cooke,29 an engineer with 35 years’
experience and airtightness field test expert,
said, “Our glazing codes and standards [CSA
A440] have done a very good job…windows
don’t make that much difference to the final
airtightness results.”
8. PATHWAYS FOR DISCUSSION
TO ACHIEVE SUSTAINABILITY
A few matters of contention can be debated to
create bridges allowing for irrefutable compulsory
whole-building airtightness testing, helping chase
the gaps and overcoming yet known hurtles.
8.1. Legislative Authorities
• As per earlier Section 5 discussion, there are
not nearly enough jurisdictions adopting
codes or standards that specifically mandate
whole-building airtightness performance,
beyond mention as a potential requirement.
In the last 10 years, surveys were conducted to
capture national whole-building airtightness
testing capabilities, and results were very
encouraging. One could almost conclude that
the industry was ready. By 2024, the industry
has certainly improved the available education
and resources on quantitative airtightness,
thereby eliminating some stakeholders’
alleged lack of capabilities as a reason to
delay implementing a mandatory building
requirement.
• Sound clarifications can be provided for
vague airtightness requirements of codes
or standards, and most importantly, for
eliminating unscientifically justifiable leeway
scopes around whole-building testing
and delivering a prescribed airtightness
performance. Today’s buildings’ energy use
intensity performances, or the lack thereof,
demonstrate clear evidence that most risky
alternative paths and trade-offs have been
deliberately misused. Identifying the targeted
ACH is the conformist way; tightening
windows for deviations appears essential at
this point.
• Contractors often provide feedback, once the
integration of whole-building airtightness
testing is directed for project delivery, is that
the resources are not available on the market.
The fact is, they are available, based on several
survey and questionnaire exercises.30 What is
not available is awareness among individual
contractors/trades of the need to work together
to achieve the end goal of a continuous
enclosure’s air barrier, without gaps.
8.2. Incentive Programs
• Enbridge Gas provides commercial and
multi-residential builders and developers with
incentives up to $45,000 for whole-building
airtightness testing. The funds are thought
to resolve issues and help ensure intended
performance standards are achieved. And
they also offer free technical and hands-on
training to industry professionals as part of the
Commercial Airtightness Testing program.
• Some cities and municipalities provide
accelerated building permit and site plan
approval processes and enable tools to
remove barriers to building with approved
sustainability standards, which include
mandatory whole-building airtightness
testing and conditionally allowing height, rear
yard, and building depth bylaw relaxations.
8.3. Immediate Stakeholders:
Owner, Consultants, and
Contractors
It appears to be the most challenging part
of the equation, and it therefore needs
careful consideration, starting at the
decision-making stage.
8.3.1. Selective. If whole-building
airtightness testing is not a legislative mandatory
project requirement, but is included in the
project specifications, at the pricing stage,
contractors may:
• negotiate for testing of assemblies instead of
whole-building, provided for each enclosure
assembly from individual subcontractors, to
suffice; and/or
• offer a credit as a temptation to waive the
testing; and/or
• inflate delivery cost noticeably for undisclosed
risks.
Our construction practices are unaccustomed
to analyzed approaches and tools to deliver a
continuous air barrier.
The owner must evaluate budgets and return
on investment compared with the project
objectives. Voluntary standards such as ENERGY
STAR, LEED, or Passive House might be sacrificed,
along with their benefits. Pressure might be
increased on consultants, including architects,
to ensure receiving similar building performance
without the whole-building airtightness testing,
which is illogical.
8.3.2. Compulsory. If whole-building
airtightness testing is a mandatory project
requirement, at the budgeting stage, general
contractors (GC) or construction managers
(CM) may inflate delivery cost noticeably for
undisclosed risks.
8.3.3. How Can Continuous Air- Barrier
Delivery Risks Be Managed? Beyond
traditionally specified discrete assemblies’
performance laboratory and site mock-ups, a
risk management approach is essential. The
following steps may apply:
• Illuminate air-barrier continuity benefits
at the project’s beginning and provide a
refresh session whenever new stakeholders
or contributors join. And resolve petitions for
joint end goal.
• Simplify enclosure designs and dedicate
particular attention to detailing both
quantity and quality. Remember that missing
or unclear details are likely to become
vulnerable to air leakage, among other issues,
when being executed on-site. Simplicity is
significant, and on-site resolutions can be
volatile.
Figure 7. Example project delivery processes to ensure airtightness.
September 2025 IIBEC Interface • 29
• Set a performance target, such as ACH = 1.5 h-1.
• Implement air-zone compartmentalization
principles in designing for large and/or more
complex buildings. This will help also in
building operation managing stack effect.
• Identify all trades connecting to the air-barrier
system.
• Carefully select building enclosure systems,
assemblies, components, materials, and
accessories that form and attach to the air
barrier. Reviews of materials’ compatibility
and constructability sequence, and trial
samples of materials, are essential.
• GC and/or CM can create a trade-to-trade
air-barrier transition assessment mechanism or
plan based on detailed shop drawings. Queries
to and between trades will likely arise during
this process, which is desired, but that will
resolve many problems upfront. The assessment
must include connecting or penetrating trades
such as plumbing and electrical, not only
enclosure contractors. It will likely be a dynamic
document or process that evolves with progress
through the project’s milestones.
8.4. Possible Benefits of Tested
Projects over Untested Projects
The air-barrier transition evaluation might be a
new process for some contractors, and might
have some project budget implications, but it
should not be significant, and cannot outweigh
the substantial airtightness benefits. Scheduling
has to consider the need for trade transition/
connection time, but it should not necessarily
prolong the construction initial schedule. The
price of testing is an added cost but is not
comparable to the financial benefits of improved
energy savings.
8.5. Necessary Stakeholders’
Discussion
Elements that have the power to significantly
impact project’s course, while utilizing physics
and finance as essential success tools:
• Interface sharing assemblies’ performance
mock-ups can reveal unpredicted air-barrier
installation challenges early on. Resolving
and documenting those processes can
confirm sound continuity. Clearly defining
each trades’ responsibilities will ensure
continuity and ease the continuous air barrier
construction progress.
• The first whole-building airtightness test
should be performed as soon as the airtight
enclosure is complete and accessible, for
visibility, adjustability, and modification.
The first test does not have to be when the
whole-building enclosure is completed. Large
buildings can be tested in phases.
• It is recommended to perform a minimum
of three periodically progressive airtightness
tests. The first one right after the air barrier is
completed and still exposed, the second can
be after the insulation and cladding to ensure
no air seal cuts or damages, with the third one
being final and official. Pending projects’ sizes
and designs, the number of tests may vary for
qualitative and/or quantitative purposes, and
to ensure no undesired surprises appear at the
final certification test.
CONCLUSION
There is solid evidence supporting the fact that
airtight construction is feasible, but it is definitely
a significant shift in approach compared with
conventional construction practice. Proven
strategies for reducing air-barrier gaps will
also reduce capital, operating expenses, and
carbon emissions from most buildings. Airtight
construction requires correct, simplified, detailed
designs at transitions, with deliberate confirmation
of materials’ compatibility, and attentive and caring
tradespersons to vigilantly execute connections
and supervise overlaps, all of which will reduce
the need for later remediation. Clear instructions
preventing damaging tasks can protect the
installed layer. Surprisingly, testing laboratories
appear consistently occupied with isolated building
assemblies’ air testing; that is based on specifiers’
directions. This practice is hindering essential
progress toward complete building airtightness
and distracting from the ultimate goal, which is
whole-building performance.
All leaks contribute, but paying extreme attention
to smaller leaks exhausts available resources and
diverts focus from the main performance objectives.
It is appropriate to remember that code committees
voted against whole-building airtightness testing
inclusion based on a limited testing resources
argument, which was rendered as an inaccurate
argument based on feedback from consultants and
testing labs. We now wonder when NBC 2020 and
NECB 2020 will be adopted for all building projects
without delay.
REFERENCES
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to the duration of hot, moderate and cold periods
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2. Energy Star and United States Environmental
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(Ottawa: Underwriters Laboratories of Canada, 2011).
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30 • IIBEC Interface September 2025
an Air Retarder (AR) Material or System for Low-Rise
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ABOUT THE AUTHORS
Ehab Naim Ibrahim
focuses on
building envelope
improvements,
developing
innovative solutions,
and establishing
nontraditional facade
concepts. He joined
UL Solutions 2024
after three decades
with Gamma, WSP, and
other Canadian and
German consulting,
manufacturing, and architectural firms. He is
a member of the Royal Architectural Institute
of Canada, has served as the president of the
Ontario Building Envelope Council from 2020
to 2021, and is a guest lecturer, design studio
assistant, and critic at the University of Toronto
school of Architecture master’s program. He
is the registered inventor of the patented first
North American Passivhaus Certified Unitized
Curtainwall.
Meena Hamati
has worked with
building envelope
contractors in Canada
and internationally for
more than 10 years.
He is an engineer
certified by the Order
of Engineers of Quebec
and a professional
quantity surveyor
member of the
Canadian Institute of
Quantity Surveyors. He holds a master’s degree
in building engineering.
EHAB NAIM IBRAHIM,
BARCH, DIPL ING
ARCHITEKT, MRAIC,
BSS®, LEED® AP, CPHD
MEENA HAMATI, ING
(ENG), MENG, PQS
Please address reader comments to
chamaker@iibec.org, including
“Letter to Editor” in the subject line, or
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