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Basic Wall Systems and their Moisture Control Mechanisms

November 27, 2020

In June 1962, the first sentence in J.K. Latta’s Canadian Building Digest (CBD-30) article noted, “It has sometimes been stated that there would be no need for building research were it not for the effect of water in the wrong places.” While Latta admitted the statement was an oversimplification, as building enclosure professionals, a large component of our profession is dealing with water in the wrong places, particularly in exterior wall systems.
The concept of keeping water out of the wrong places (that is, moisture control) can be summed up by the three Ds: deflection, drainage, and drying. From this perspective, exterior walls can be broken down into three types of systems, which are:
•face-sealed wall systems,
•drained/screened systems, and
•mass wall systems.
The focus of this paper is to discuss the fundamental moisture control mechanism(s) and the unique characteristics of each general wall system while also providing a brief synopsis of each system’s benefits and drawbacks.
FACE-SEALED WALL SYSTEMS
Face-sealed wall systems, often referred to as “perfect barrier” walls, principally
Figure 1 – Detail of a face-sealed
cladding system.
Figure 2 – Photo of a face-sealed exterior insulated finish system (EIFS) cladding. Note that the base of wall at the flashing is sealed and that there is no allowance for drainage behind the cladding system.
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rely on their cladding to deflect and resist bulk moisture penetration. As the barrier is intended to be perfect, there is no back-up weather-resistive barrier and no mode for incidental moisture to leave the wall assembly via drainage. This wall system can include older styles of exterior insulated finish systems (EIFS), precast concrete cladding systems, modular construction, and select stucco claddings. Examples of this wall system are shown in Figures 1 and 2.
Because there is no redundancy in this cladding system, face-sealed systems are “zero tolerance” with regard to bulk moisture penetration. This leads to complex detailing of interfaces that must ensure a 100% perfect seal at all joints and penetrations.
A commonly stated rule of thumb is that approximately 90% of bulk moisture is deflected by the cladding layer while the remaining 10% of moisture penetrates the cladding layer (that is, the “perfect barrier”). This is either due to imperfections in the materials used, material failures, interface and penetration seal failures, or the like. As there is no method to allow for drainage past the deflection layer (the cladding), this wall system is limited to relying on drying and durability to control penetrating moisture. Therefore, sealant installation, use of durable materials, use of materials that have storage capacity for moisture and allow drying, and overall cladding maintenance are critical for the system to perform.
One of the key benefits of this system is cost effectiveness in its installation. Major drawbacks include the constructability of a perfect barrier with imperfect materials and methods, and life cycle costs associated with maintaining joints, seals, and interfaces in perfect condition to resist moisture penetration.
DRAINED/SCREENED WALL SYSTEMS
Drained/screened wall systems still rely on the exterior facing cladding to deflect the majority of bulk moisture. However, differing from a face-sealed wall, these wall systems attempt to account for the inherent imperfections in materials, variances in quality of installation techniques, interface failures, and the like by creating a secondary drainage layer behind the cladding. This wall system can be further separated into two separate subgroups based on whether a vented cavity is present behind the
cladding.
In the non-vented version, a concealed weather-resistive barrier (often something like building paper or sheathing paper) is located behind the cladding to drain any penetrating incidental moisture from the system. This weather-resistive barrier also has some tolerance for standing water against it, allowing cladding systems that cannot drain effectively to dry. However, as this drainage layer is not vented (that is, there is no provision for air movement of any significance behind the cladding), the effectiveness of the drying is less than that of a vented space. Common examples of this wall system include stucco and lath installed directly over building paper with no air space, and some wood, vinyl, and cementitious sidings, if the wall assembly is designed with no air space. Examples of this wall system are shown in Figures 3 and 4.
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Figure 3 – Detail of a drained wall system with a concealed barrier.
Figure 4 – Photo of a cementitious stucco cladding system over a concealed barrier. Note that drainage is provided behind the cladding via the use of a weather-resistive barrier, lapped over the window head flashing to facilitate drainage.
A drained wall, or vented rain screen system, is a “double wall” system where the outer assembly provides deflection from direct rain, and the inner assembly provides drainage of any bulk moisture that penetrates the outer assembly. Between the inner and outer assemblies is a vented air cavity that allows air to circulate, which will increase drying potential over a non-
vented assembly. The inner assembly is sealed with a weather-resistive barrier (potentially sheathing paper, but also self-adhered membranes or liquid-
Figure 5 – Detail of a drained and vented wall system with a weather-resistive barrier.
Figure 6 – Photo of a cross section of a drained and vented masonry-veneer wall assembly under construction.
34 • IIBEC InterfaceCE N NovembeBEr 2020
Figure 8 – Photo of a historic mass wall system.
Figure 7 – Detail of a contemporary mass wall system.
applied membranes) to provide drainage
for any water that may penetrate the outer
assembly. Moisture is then directed out of
the wall with through-wall flashings tied
into the weather barrier.
Nearly any cladding can be designed
as a drained assembly, including masonry
veneer, stucco, EIFS, and sidings. The main
requirement for this system is for the cladding
to be offset from the wall sheathing,
either with strapping, girts, ties, or other
attachment systems, to create an air cavity.
Further, for maximum effectiveness, venting
must be provided at the top and bottom of
the wall system to allow for air circulation
and drying. The drained wall system has
significant tolerance for water penetration
through the primary cladding layer due to
the vented air cavity. Examples of this system
can be seen in Figures 5 and 6.
Unlike the face-sealed system, this wall
system has the added redundancy of the
concealed weather-resistive barrier to manage
the imperfect deflection of the cladding
via drainage and drying. This combination
of bulk moisture controls is a key benefit as
there is some tolerance for imperfect detailing
and installation techniques—although
it is important to note that it is not a cure
for poor installation or lack of maintenance.
One of the major drawbacks of this system
is that if there is ever an issue with the
concealed weather-resistive barrier, removal
of the cladding will likely be necessary. A
further potential drawback comes when
retrofitting penetrations or interfaces after
construction (such as installing new windows);
however, with sufficient forethought
during design and intelligent execution,
retrofits can be easily managed. Despite the
drawbacks, a drained/screened wall system
is the wall system of choice from a moisture
control point of view due to its effective
utilization of the three Ds.
MASS WALL SYSTEMS
Mass wall systems are constructed of
materials that have some capacity to store
and release moisture (or dry) without being
damaged. The mass of the wall itself is what
protects the wall assembly. While the face
of the wall deflects the majority of bulk
moisture, any incidental moisture that penetrates
the wall is stored in the wall material
itself and slowly dries out over time. There
is typically no weather-resistive barrier to
allow for drainage within this system, and it
relies exclusively on deflection and drying.
Typically, mass walls appear in historical
buildings, such as sandstone buildings
or parged/painted cementitious masonry
walls. Modern buildings are sometimes
deliberately designed and constructed in a
similar fashion, especially when trying to
emulate historical claddings. Examples of
mass walls are shown in Figures 7 and 8.
Unlike a drained/screen wall system,
this wall system has no provision for drainage
should water penetrate the wall or
cladding. Further, unlike a face-sealed system,
this system has some tolerance for
water penetration into it, as it is intended
to dry out. This natural drying process
can be interrupted by a variety of wellmeaning
“performance enhancements” or
“restorations” that may be applied to these
walls, such as certain sealers, coatings,
membranes, or insulations. As this wall
functions differently than other systems
commonly built today, any modifications
must be carefully planned, designed, and
executed with proper accounting for the
mass wall performance.
A key benefit of a mass wall system is its
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water penetration (provided it is designed
and constructed adequately). However, like
several historical practices, it can be costly
in materials and labor to construct this wall
system. Further, given the system’s drying
capacity, it can be at odds for creating an
energy-efficient building as it may lead to
higher energy bills—particularly on historical
buildings.
In the quest for energy efficiency, it
should be noted that any mass wall system
that relies on drying as a moisture control
strategy is either dependent on exterior sun
and warmth, or interior warmth extending
into the wall assembly. With older buildings
especially, the air and heat loss through the
exterior walls is a feature, not a bug.
CONCLUSION
Understanding how each type of wall
system controls bulk moisture is critical to
the building enclosure professional. Not only
does it allow us to understand how to design
a wall system, but it is also the effective
implementation of these wall systems that
allows us to keep water out of the wrong
places.
REFERENCES AND FURTHER READING
Canadian Mortgage and Housing
Corporation. “Wood-Frame Envelopes
in the Costal Climate of British
Columbia.” 2001.
Lemieux, D. J., AIA and P. E. Totten,
PE. “Wall Systems.” Whole Building
Design Guide. Published May
10, 2016. Accessed August 15,
2020. https://www.wbdg.org/
guides-specifications/building-envelope-
design-guide/wall-systems.
Garden, G. K. “Rain Penetration and its
Control.” Canadian Building Digest.
CBD-40. National Research Council
of Canada. April 1963.
Latta, J. K. “Water and Building Materials.”
Canadian Building Digest. CBD-30.
National Research Council of Canada.
June 1962. Corrected May 1968.
3 6 • I I B E C I n t e r f a ce N o v e m be r 2 0 2 0
Johnathon Bain
is a father, husband,
engineer,
mentor, mentee,
pianist in training,
youth rugby coach,
cyclist, baker, and
volunteer, amongst
other interests. He
focuses his professional
practice
working on the
frontier of assessing,
designing, and restoring environmental
separations, particularly for existing buildings
in Western Canada. He has executed
and managed many projects including cladding,
waterproofing, fenestration, historical,
and roofing projects, as well as in-situ testing
of building enclosures for water penetration
and air leakage.
Johnathon Bain
Marla Snoddon is
passionate about
helping people
better understand
their buildings and
how to best construct,
repair, and
maintain them.
Practicing as a
building enclosure
engineer, she has
delivered consulting
and design services
for a wide range of new and existing
buildings, including reserve fund studies,
building enclosure (cladding, roofing, and
window systems) condition assessments,
and restoration projects. She is a building
science consultant for Morrison Hershfield in
Edmonton, Alberta, Canada.
Marla Snoddon
A new study from Smart Asset used
Bureau of Labor statistics to assess the
workforce, comparing 2015 to 2019.
The number-three fastest-growing job
for women in the United States was construction
manager. In 2015, there were
49,400 in that position, while in 2019, there
were 99,400, an increase of 101%. The
number of female civil engineers increased
from 45,400 in 2015 to 66,000, while the
number of female construction laborers
went from 47,800 to 71,800.
It was noted in the report that these statistics
pre-dated the COVID-19 pandemic,
and therefore do not reflect any subsequent
drops of women in the workforce.
— Construction Dive
and Smart Asset
Study Shows More Women Employed in Construction Industry
Photo Credits: © Can Stock Photo / diego_cervo