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Fire Resistance of Exterior Cladding Materials

September 8, 2017

The Grenfell Tower fire (Figure 1) that occurred in
London on June 14 is the most recent tragic example
of a safety issue that has been plaguing the building
industry for some time—specifically, the use of combustible
materials with a high propensity for flame
spread as part of a building’s exterior wall system.
Accounts of this event report at least 80 deaths attributed to the fire,
with another 70 injured.
Early reports suggest that the fire began in a fourth-floor apartment
and that the point of origin may have been a fridge-freezer.
The specifics of the origin and cause of the fire are the subject of an
ongoing investigation, and, at the time of this writing, should not
be considered definitive. The building had recently been reclad with
aluminum composite panels, which are reported to be the main contributor
of fuel for the fire. The event has triggered an interest is checking
other similarly clad buildings in Great Britain and elsewhere.
The Address Downtown Dubai hotel fire on December 31, 2015,
is another example. The 63-story hotel, with the backdrop of fireworks
exploding in the distance, captured the attention of onlookers
and television viewers anticipating a New Year’s Eve fireworks display
and celebration. As the fireworks began to light up the night
sky, a small but rapidly growing flame on the exterior wall system
took center stage (Figure 2).
Initial reports and rumors suggested that the fire may have been
triggered by fireworks displays nearby. Concerns and discussions
of potential terrorism or foul play soon followed. However, it was
not long before building industry professionals began looking at
the building’s exterior cladding system as contributing to the rapid
fire spread along the exterior curtainwall system. What reportedly
started as an electrical short on the 14th floor of a terrace eventually
engulfed a significant portion of the building’s exterior. The fire
Figure 2 – The Address Downtown Dubai fire, January 1, 2016.
Shutterstock photo.
S e p t e m b e r 2 0 1 7 RC I I n t e r f a c e • 1 1
had a devastating impact on the façade,
but fortunately resulted in only one related
fatality, attributed to a heart attack during
the evacuation process from the building.
In late November of 2014, a fire with
remarkable similarity to the Grenfell fire in
London occurred in Melbourne, Australia.
The 21-story Lacrosse apartment building’s
exterior cladding was fully involved with
flames from a fire that was reported to
have been initiated by an improperly discarded
cigarette on an eighth-floor balcony.
Aluminum exterior wall cladding panels with
an integral interior insulation core layer
were blamed for the rapid fire spread that
permitted the flames to race up 13 floors of
the building exterior in a mere 11 minutes.
Other examples of similar fires linked
to combustible exterior wall assemblies
throughout the world include:
• Monte Carlo Hotel, Las Vegas,
Nevada – 2008
• Harbin Residential Tower, Harbin,
China – 2008
• Mandarin Oriental Hotel, Beijing,
China – 2009
• Shanghai Residential Tower,
Shanghai, China – 2010
• Mermoz Tower, Roubaix, France –
2012
• Tamweel Tower, Jumeirah Lakes,
Dubai, UAE – 2012
• Polat Tower, Istanbul, Turkey – 2012
• Torch Tower, Dubai, UAE – 20151
• Sulafa Tower, Dubai, UAE – 2016
EXTERIO R WALL SYSTEMS
Virtually any exterior wall system that
is constructed with combustible materials
today is subject to ignition under the right
circumstances. However, the increased use
of foam plastic2 for insulation and other
types of construction has increased the
amount of combustible materials that are
in these wall systems. We will focus particularly
on two of these exterior wall types with
increased amounts of foam plastic insulation,
although there are others.
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Figure 3 – ASTM E-119 standard time-temperature curve.
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Metal Composite Material (MCM)
Systems
MCMs are exterior wall coverings that
consist of corrosion-resistant metal skins
permanently bonded to both faces of a solid
extruded plastic core. Aluminum (ACM) is
the predominant facing. MCMs can be cut,
routed, curved, rolled, and connected in a
variety of ways, making them a great design
option for architects and builders. MCMs
are thin and lightweight materials, and
generally range between 2 and 6 mm thick.
MCMs are typically fastened directly to the
building exterior with a bracket system, and
may be implemented as a component in a
rainscreen assembly. The thin metal can
heat up rather quickly, and the plastic cores
are combustible, creating the potential for
hazardous conditions when the assembly
is exposed to high temperatures resulting
from fire conditions. Many manufacturers
offer MCMs with fire-resistant cores, which
can be successful in reducing the hazard
level for these assemblies.
Exterior Insulation and Finish Systems
(EIFS)
EIFS are non-loadbearing, exterior wall
cladding systems that consist of insulation
board attached either adhesively or
mechanically to the underlying substrate.
The insulation is topped with a base coat
and a protective finish coat.
EIFS components generally consist of
a water-resistive barrier that covers the
substrate, a drainage plane between the
water-resistive barrier and the insulation
board, an insulation board (typically
expanded polystyrene) secured mechanically
or adhesively to the substrate, a
water-resistant base coat applied on top of
the insulation with an embedded glass fiber
reinforcing mesh as a weather barrier, and
finally, a finish coat that typically uses an
acrylic copolymer technology that aids in
permitting the finish to retain its color and
overall appearance. The foam plastic insulation
boards are combustible, and fire can
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Fire Separation Type of O ccupancy O ccupancy Groups A ll Other
D istance = X (feet) Construction G roup H1 F-1, M, and S-12 O ccupancy Groups
X<5 All 3 2 1
5 ≤ X < 10 IA 3 2 1
Others 2 1 1
10 ≤ X < 30 IA, IB 2 1 1
IIB, VB 1 0 0
Others 1 1 1
X ≥ 30 All 0 0 0
Fire-Resistance Rating for Exterior Walls
Based on Occupancy Type and Fire Separation Distance
Figure 4 – This table represents a simplified version of Table 602 from IBC and does not address detailed information specifically called out
in the table’s footnotes. Fire-resistance ratings in hours.
1. High-hazard use groups, such as flammable liquid storage buildings.
2. Moderate-hazard industrial and storage buildings and mercantile/retail F-1, M, and S-1.
spread within the insulation component of
the wall system. However, some EIFS with a
maximum 4-inch insulation thickness have
passed the major fire tests that are required
by the building codes, including fire resistance,
ignitability, and intermediate multistory
(NFPA-285), and full-scale multistory
corner tests.3
Back-wrapping the mesh and base coat
behind the insulation board at terminations
of the EIFS is used to protect exposed edges
of the system from ignition, as well as to
partially contain the insulation within the
system, should a fire occur.
Rainscreen Systems
Rainscreen systems are generally comprised
of two distinct elements: an outer
leaf and an inner leaf, separated by a small
ventilation cavity. The ventilation cavity for
back-ventilated systems ranges in depth
from 3/8 to 1 in., while for pressure-regulating
rainscreens, the cavity must be
precisely designed based on building loads
and conditions. The outer leaf is intended to
control most of the rainwater. The inner leaf
acts as a water barrier, air barrier, thermal
barrier, and possibly even a vapor barrier,
and is also a component of the wall’s structural
element. Rainscreens rely either on a
drained/back-ventilated approach to both
drain and dry out residual water captured
by the rainscreen, or otherwise employ a
pressure-equalized design that uses a ventilated
and drainable cavity, along with areas
of compartmentalization to limit water penetration.
Rainscreens, although good from
a weatherproofing perspective, can create
an effective “chimney” within the exterior
wall system, allowing materials above to be
preheated at a quicker rate than in a more
conventional wall system.
U.S. BUILDING CODE REQUI REMEN TS
The majority of state and local building
code authorities in the United States adopt
the International Building Code (IBC) as the
basis for all or most of their local building
code. Exterior wall system requirements are
largely covered in Chapter 14 of the IBC,
and address performance characteristics,
materials, and installation issues related to
various exterior wall systems. With regard
to fire-related performance issues, fire resistance
and flame spread characteristics are
the two performance characteristics that are
of greatest concern to both designers and
building code authorities.
Fire Resistance
The IBC defines fire resistance as “that
property of materials or their assemblies
that prevents or retards the passage of
excessive heat, hot gases, or flames under
conditions of use.” In the United States, the
fire resistance of a material or assembly is
evaluated based on its performance when
subjected to ASTM E119, Standard Test
Method for Fire Tests of Building Construction
and Materials. This test exposes the tested
assembly to a standard time-temperature
fire curve (Figure 3), and evaluates the
assembly’s ability to achieve certain minimum
pass-fail criteria (e.g., passage of
flame, heat transmission through the surface)
at specified time benchmarks (e.g., one
hour, two hours, three hours).
Fire resistance discussion in Chapter
14 is limited to a general reference that
requires the materials being used to have
a fire resistance rating per Chapter 6 of the
code. Fire resistance rating requirements
for non-load-bearing cladding are limited
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to those in Table 602 of the IBC, which is
summarized in Figure 4. These ratings are
intended to prevent fire from spreading from
building to building, and are predicated on
building separation distance, anticipated
fuel load, and occupancy (use) group hazard
classification.
Flame Propagation
While fire resistance is intended to
measure a material’s resistance to ignition
after exposure to a standard test fire,
flame propagation is intended to measure
a material’s propensity to permit vertical
and lateral flame spread. The IBC relies
upon a nationally accepted test method laid
out in National Fire Protection Association
(NFPA) Standard 285, Standard Fire Test
Method for Evaluation of Fire Propagation
Characteristics of Exterior Non-Load-Bearing
Wall Assemblies Containing Combustible
Components, for protocols with which to
evaluate flame spread on non-load-bearing
exterior wall building components.
The test procedure and evaluation of
flame propagation over exterior wall building
systems tested per NFPA 285 (Figure
5) are based on the assumption that the
source fire is most similar to an interior
fire that has reached post-flashover conditions.
In other words, the fire originated in
the building’s interior and reached a point
where all combustibles in the room of origin
have ignited, resulting in flashover, and that
exterior windows have broken as a result,
permitting exposure to the exterior building
wall components. Fire spread based on
NFPA 285 is not based on the assumption
of fire spread from an exterior source, such
as an adjacent building.
Similar to the ASTM E119 test, the
NFPA 285 test subjects a test specimen to
a standard test fire condition—in this case,
representative of 30 minutes of exposure to
an interior post-flashover condition. Passing
criteria for assemblies subjected to the NFPA
285 test include the ability to limit temperature
rise and resist flame passage to the
story above and adjacent spaces. Likewise,
the assembly must successfully limit vertical
and horizontal flame propagation at the
assembly’s face, as well as along combustible
components and insulation.
In the United States, exterior wall
assemblies—including EIFS, MCMs, and
rainscreens—are required to comply with
major fire-resistance testing requirements,
such as ASTM E119 and NFPA 285, in order
to be acceptable for installation per applicable
codes and standards.
IBC requires exterior cladding materials
for buildings of any construction type
other than Type V (commonly referred to as
“ordinary” or “stick” combustible construction,
such as for typical one- or two-family
homes) that are over 40 feet in height and
contain a combustible water-resistive barrier
to be tested per the requirements of
NFPA 285.
IBC waives requirements for passing the
NFPA 285 test in instances where the water
barrier is the only combustible component
and is covered with substantial, noncombustible
construction such as brick,
concrete, stone terra cotta, stucco, or steel
with prescribed minimum thicknesses.
Water barriers that comprise the only
combustible component and that can be
demonstrated to have low combustibility
and smoke production properties may also
be exempt from the NFPA 285 test procedure.
This exception requires the peak heat
release rate, total potential heat release,
and the effective heat of combustion be limited
and not exceed prescribed maximums.
Additionally, the water barriers’ flame
spread and smoke developed ratings must
be considered of the highest measurable
grade. Specifically, they must be consistent
with what would be otherwise permitted for
Class A interior finishes—finish ratings that
the code would permit in nonsprinklered
exit stairs and passageways.
Figure 5 – NFPA 285 test in operation. Photo courtesy of Underwriters Laboratories.
MCM SYSTEMS (IB C Sect ion 1407)
Chapter 14 requires that when MCM
systems are used on exterior walls required
to have a fire resistance rating, the complete
assembly—including the MCM—must
achieve the required fire resistance rating of
the wall being submitted to the local building
authorities for approval (Section 1407.8).
Testing information from a nationally recognized
laboratory, with test results from the
complete assembly, including MCM, would
be acceptable evidence. Otherwise, the local
jurisdiction may be able to accept a thoroughly
conducted engineering judgment
prepared by a licensed expert third party
that has evaluated the fire resistance properties
of the combined proposed assemblies.
In order to effect some controls on the
exposure of buildings to potential flame
spread conditions, IBC has incorporated a
number of requirements intended to mitigate
risks to exterior wall flame spread,
depending on the characteristics of the
MCM, the installation method, as well as
other building properties, including building
height, construction type, and whether
or not automatic sprinklers or a horizontal
flame barrier is installed as part of the
exterior wall assembly. These requirements
implement graduated limitations to the use
of MCMs with combustible material up to a
maximum building height of 75 feet above
finished grade. A thermal barrier between
the MCM and the interior of the building—
which can be a layer of Type X gypsum
wallboard—is also typically required.
However, it is important to check with the
local authorities, as some municipalities
have different restrictions.
EI FS SYSTEMS (IB C Sect ion 1408)
The IBC does not lay out specific fire
resistance or flame spread requirements for
these systems within Chapter 14; however,
Section 1408 covers general performance
characteristics for EIFS systems based on
performance as part of the ASTM E2568 test
(Standard Specification for Polymer-Based [PB] Exterior Insulation and Finish Systems). This
standard covers a wide variety of minimum
performance requirements for EIFS systems,
with ignition resistance and fire endurance
being the most pertinent to this discussion.
EIFS systems must achieve minimum
results for fire resistance, ignitability, and
flame propagation, while surface-burning
characteristics tested per ASTM E84 must
be achieved by the combustible insulation
components. Flame and smoke spread ratings
per ASTM E84 may not exceed 25 and
450, respectively.4
Fire resistance for EIFS is tested via
application of the ASTM E119 test, where
there must be no effect on the fire resistance
of a rated wall assembly. Regarding
ignitability, NFPA 268 is used as the test
method, and no ignition must result from
application of 12.5 kW/m2 after 20 minutes’
exposure. As with MCM, flame propagation
is gauged using the NFPA 285 criteria.
Most systems are limited to a maximum
insulation thickness of 4 inches. Some local
municipalities allow trim and other accessories
to be thicker than 4 inches, and others
do not (Figure 6). As with MCMs, a thermal
barrier is required between the insulation
and the interior of the building.
Rainscreens
Rainscreens in exterior veneer systems,
which have continued to become more and
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more popular over the past several years, do
not contribute to the flammability or combustibility
of veneer systems.
The stated intent of NFPA 285 is to provide
a standardized test procedure by which
to evaluate the performance and suitability
of exterior curtainwall assemblies that are
manufactured with combustible components
as part of the installation, where local
building codes require the exterior walls
to be noncombustible. It is important that
where rainscreens are a component of the
exterior wall assembly, that the assembly
as installed be subject to the NFPA 285 test,
so that the performance of the system, as
installed, can be evaluated based on performance
in the test.
FIRE RISK
When considering the fire risk associated
with combustible materials used
in building construction, it is important
to take into account the measurable base
characteristics of the materials involved.
This information, such as flashpoint (piloted
ignition temperature), heat release rate, and
flame spread characteristics—combined
with the means and arrangement by which
they are installed—may impact the ability
for flame to be initiated, sustained, and
spread, thus affecting the overall fire risk.
The components of MCM and EIFS
materials that are of greatest concern with
regard to fire resistance and flame propagation
are the combustible materials that
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Figure 6 – Large foam shapes.
consist of plastics or expanded foam materials.
These items tend to have much lower
ignition temperatures (i.e., they are easy to
ignite) and much higher heat release rates
(they burn with a higher intensity) than
traditional cellulosic (wood-based) materials
and, of course, non-combustible materials,
which by definition are not subject to ignition
or heat release rate contribution.
Expanded polystyrene foam (EPS) can
contribute a great deal to flame spread when
exposed to the wrong conditions. Prior to
ignition, after exposure to temperatures in a
range of 180º to 212ºF (82º to 100ºC), EPS
can become very soft and begin to deform
and melt. When burning, EPS can emit a
dense black smoke. Unpiloted (i.e., no flame
contact) ignition temperature for EPS is
approximately 850ºF (454ºC), with piloted
ignition (the ignition temperature when a
test sample is exposed to high temperatures
as well as a small flame) being approximately
610ºF (321ºC). Temperatures in this
range are consistent with temperatures that
can be experienced immediately outside of
a post-flashover compartment following an
uncontrolled fire, meaning it is reasonable
to expect that EPS exposed to a postflashover
fire will ignite.
MCM and EIFS assemblies installed as
part of an exterior wall building system—
particularly those that include combustible
materials—are by their nature installed in a
vertical orientation that is very conducive to
promoting flame spread.
ALTERNATIVE PRODUCTS
AND SOLUTIONS
There are steps that the design community
can take to mitigate the potential fire
risk with exterior wall systems. One measure
is to be mindful of the products being
used and their orientation. MCMs with
fire-resistant cores are available. Reducing
the thickness of EIFS systems will lower the
amount of combustible materials available
if a fire should occur. Be mindful of the
exterior cladding materials that are used
near residential balconies, where inadvertent
combustion from a cigarette or barbeque
can occur.
When possible, non-combustible insulation
types such as mineral wool can be
good alternatives—particularly in a rainscreen
application. The inert stone insulation
resists the propagation of fire and
will not release gases. The material is
also hydrophobic and will resist absorbing
water, which makes it an ideal insulation
for use with rainscreen walls.
Energy codes, which are mandating
higher R-values, can seem at odds with fire
and life safety-related codes and standards.
While often, higher mandated R-values are
being achieved through the use of increased
thicknesses of foam plastic insulation, the
insulation thicknesses used for both exterior
walls and roof assemblies cannot exceed
those for which they have been tested.
Avoid overstuffing the building envelope
with additional foam plastics.
CONCLUSION
Years of laboratory testing, as well as
a general understanding of the nature
of flame spread and heat transfer, have
demonstrated that combustible materials
installed in a vertical orientation exhibit
increased flame spread and fire growth
rates when compared to similar materials
arranged in horizontal orientations. This is
primarily a result of the buoyancy created
by the fire plume, preheating of the fuel load
above, as well as the availability of oxygen to
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n Single and two-ply membranes
n Liquid applied membranes and paint
n Air barriers
n EPDM roofing systems
n Waterproofing and more
contribute to conditions required to support
combustion.
We have been pretty lucky in the United
States and Canada thus far, and the proactive
measures incorporated into the codes
appear to be appropriate. However, designers
need to be mindful to use combustible
wall systems and insulation within the
parameters to which they have been tested
in order to remain compliant. Make sure
to pay attention to the building codes in
the years to come, as the IBC and local
municipalities may face increasing pressure
to tighten and/or clarify requirements with
regard to combustible exterior wall assemblies
as a result of the recent tragedies in
London and elsewhere.
References
1. As this issue of RCI Interface was
about to go to press, another fire
whose rapid spread was likely related
to the cladding on the Torch
Tower occurred, with fire propagating
over 40 stories of the building’s
exterior.
2. IBC defines foam plastic insulation as:
“A plastic that is intentionally expanded
by the use of a foaming agent
to produce a reduced-density plastic
containing voids consisting of open
or closed cells distributed throughout
the plastic for thermal insulating or
acoustical purposes and that has a
density less than 20 pounds per cubic
foot (pcf) (320 kg/m3).”
3. “EIFS FAQs,” published by the EIFS
Industry Manufacturers Association,
www.eima.com/eifs/faq.
4. EIFS Industry Members Association
(EIMA).
2 0 • RC I I n t e r f a c e S e p t e m b e r 2 0 1 7
Michael J. Rzeznik,
PE, is an associate
principal with
Wiss, Janney,
Elstner Associates,
Inc. (WJE) in their
New Haven/New
York City offices.
He is a recognized
industry expert
with over 27 years
of experience in all
areas of fire protection
and life
safety engineering,
including fire protection system design,
egress, fire investigation, and loss analysis.
His global experience includes all major
building types and uses, with a particular
expertise in hospitality and mixed-use buildings.
Michael J. Rzeznik,
PE
Douglas R. Stieve,
RRC, AIA, is a
principal with
WJE in their New
York office, having
been with the firm
for 26 years. He
specializes in roof
and waterproofing
consulting, as well
as masonry construction.
He is a
member of RCI’s
Technical Advisory
and Document
Competition Committees, as well as New
York City’s Building Code Review Committee,
and several ASTM committees. Stieve is a
registered architect in six states, a Green
Roof Professional, holds a National Council of
Architectural Registration Boards Certificate,
and is a Registered Roof Consultant.
Douglas R. Stieve,
RRC, AIA
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The DOL reports that construction has the largest number of active apprentices among industries, with 144,583
in 2016—29% of the national total.
— ENR, Politico, Fortune
Executive Order Expands Apprenticeships