Tag Archives: Air barriers

To Test or Not to Test…? A guide to field quality control

Photo © BigStockPhoto/Vichaya Kiatying-Angsulee

Photo © BigStockPhoto/Vichaya Kiatying-Angsulee

by Sean M. O’Brien, PE, LEED AP, and David Artigas, PE

When properly implemented, field and laboratory testing of buildings and their systems and components can yield a wealth of useful information about construction quality, watertightness, durability, longevity, and other critical performance criteria.

Test results can help designers better evaluate ‘as-built conditions,’ understand any problems with the installation, and develop solutions appropriate to the specific problems that prompted the testing. When improperly implemented, however, testing can yield misleading results, lead designers to incorrect conclusions, and cause unnecessary expenses related to remedial work that may not really be warranted by the in-situ conditions.

In some cases, specifying inappropriate standards or performance criteria can create confusion or incite debate between the design and construction teams, especially in the event of a perceived failure. This article reviews some of the common test methods and procedures used in contemporary construction, with a focus on how the purpose of, and results from, these tests are often misunderstood.

This site-built interior chamber creates differential pressure across a curtain wall system for a test under American Architectural Manufacturers Association (AAMA) 503, Voluntary Specification for Field Testing of Newly Installed Storefronts, Curtain Walls, and Sloped Glazing Systems.

This site-built interior chamber creates differential pressure across a curtain wall system for a test under American Architectural Manufacturers Association (AAMA) 503, Voluntary Specification for Field Testing of Newly Installed Storefronts, Curtain Walls, and Sloped Glazing Systems. Images courtesy Simpson Gumpertz & Heger

The spray rack above has been positioned on the window exterior for AAMA 502, Voluntary Specification for Field Testing of Newly Installed Fenestration Products.

The spray rack above has been positioned on the window exterior for AAMA 502, Voluntary Specification for Field Testing of Newly Installed Fenestration Products.

 

 

 

 

 

 

 

 

 

 

 

Most important (but least asked) question
With dozens of industry organizations publishing thousands of test standards for buildings and building systems, there is almost always a quick answer to the questions: “What do I test and how do I test it?” However, the more important question, and one about which designers and contractors are often less sure, is “Why do I test?”

The answer to this question will almost always dictate the best method to use, the timing of the test, the pass/fail criteria, and sometimes whether it should be performed at all. In the case of poorly specified tests, the wrong tests are often performed ‘because it was in the specifications’ or ‘because the contractor owes us testing.’ Especially with fast-track construction projects, debates over testing are often brushed aside in favor of doing whatever the specification demands, regardless of the value of that testing.

In the authors’ experience, requiring designers to explain the reasoning behind their specified test methods or procedures can be an extremely useful exercise, either during the design process or as part of pre-construction activities. In the case of a designer having correctly specified test methods, the discussion can provide valuable information to the rest of the project team, giving everyone involved a better understanding of the reasons behind the testing. For improperly specified tests, the conversation can help avoid unnecessary testing and the resulting time/expense, as well as identify the correct test methods to determine the desired information.

Flood testing of a membrane waterproofing system on a rooftop parking deck occurs the finished paving is installed.

Flood testing of a membrane waterproofing system on a rooftop parking deck occurs the finished paving is installed.

Dye is used to color water during a roof flood test; it can help link interior leaks to specific areas of the roof above.

Dye is used to color water during a roof flood test; it can help link interior leaks to specific areas of the roof above.

Windows, doors, and curtain walls
Some of the most commonly tested building components are fenestration products—windows, doors, and curtain walls. For new construction, testing is most often specified as a quality control measure to ensure the installed system(s) meet the specified performance requirements for air and water penetration resistance.

The most common requirements are for testing in accordance with various American Architectural Manufacturers Association (AAMA) standards, depending on the system being evaluated. This requires the designer or specifier to know what type of system is specified as well as the relevant performance requirements to establish the appropriate test method.

There are different standards for different components, and some contain multiple test methods or options. For example, AAMA 501.1, Standard Test Method for Water Penetration of Windows, Curtain Walls, and Doors Using Dynamic Pressure, includes a method to test curtain fenestration for water penetration under dynamic wind pressure that requires a large fan—essentially, an airplane engine/propeller—and calibrated spray racks. There is also AAMA 501.2, Quality Assurance and Diagnostic Water Leakage Field Check of Installed Storefronts, Curtain Walls, and Sloped Glazing Systems, which is much easier to perform as it uses a simple handheld nozzle to spray along gaskets and joints. In this case, specifying testing per AAMA 501 is insufficient—the specific test method from that standard needs to be called out, as the two options vary greatly in scope and complexity.

In previous versions of the AAMA 501 standard, a third option (501.3) was available to perform water leakage testing under static pressure differential (Figure 1). Despite this test being pulled from the standard and replaced by AAMA 503-02, Voluntary Specification for Field Testing of Newly Installed Storefronts, Curtain Walls, and Sloped Glazing Systems, references to the 501.3 method can still be found in specifications written today. This often results in confusion when the time comes to perform the tests.

AAMA 501.2 is intended as a field check for water leakage—a simple, economical method to verify the general quality of the curtain wall installation. For compliance with a specified level of air- and water-penetration resistance, AAMA 503 must be used. It is important to note 501.2 is solely intended for fixed glazing systems; the high nozzle pressure used would likely cause moderate to severe leakage on operable vents or window products due to the inherent limitations of seals and gaskets used in operable fenestration.

For testing window assemblies (both fixed and operable) for compliance with a specified air- and water-penetration, AAMA 502, Voluntary Specification for Field Testing of Newly Installed Fenestration Products, is typically specified. This involves building a chamber on the interior of the product to allow for negative interior air pressure and using a spray rack to wet the exterior of the window (Figure 2).

It is important to understand this test method has a specific definition of what constitutes a leak. For example, water on the sill members that does not pass the innermost projection of the window is not considered a leak, since it does not reach a point where it can damage interior finishes. This can come as a surprise to designers witnessing the test and seeing water on the sill, only to find out that by the standard’s strict definition, the window is considered to not have leaked. For this reason, some specifiers add their own language regarding the definition of leakage, but may have difficulty holding a manufacturer to this definition in the event of a dispute.

It is also important for designers to clearly specify the pass/fail criteria for windows. This information can be derived from the performance class (e.g. R, CW, or AW) and grade for the product being tested, but is often misinterpreted, leading to confusion during the test or attempts to hold installers/manufacturers to unrealistic or non-industry-standard performance criteria.

Another caveat of AAMA 502 (since the 2008 revision) as well as AAMA 503 is they only apply to newly installed fenestration products. The standards define ‘new’ as products installed before issuance of the certificate of occupancy for the building or products that have been installed for less than six months.

This recent development is often a source of debate, as this means a window installed for six months and one day, even in an unoccupied/incomplete building, is no longer subject to AAMA 502 and therefore cannot be tested for compliance with the manufacturer’s stated performance criteria. In simpler terms, the manufacturer of the window is only held to its stated performance criteria for six months. For older products, AAMA 511, Voluntary Guideline for Forensic Water Penetration Testing of Fenestration Products, contains diagnostic procedures for identifying known leaks, but is not specifically intended to evaluate in-situ performance of non-leaking windows.

When specifying testing, it is important to make the distinction between test specifications, standard test methods, and testing guides. Each of these types of documents is used for a different, but often similar, purpose. Standard test methods, such as ASTM E1105, Standard Test Method for Field Determination of Water Penetration of Installed Exterior Windows, Skylights, Doors, and Curtain Walls, by Uniform or Cyclic Static Air Pressure Difference, contains specific information on how to physically test these various components, what equipment to use, and related information.

Test specifications, such as AAMA 502, provide procedural information on the testing, the relevance/applicability of the testing, and related administrative information, and typically reference standard test methods (e.g. ASTM E1105) for the physical test procedures.

Finally, testing guides, such as ASTM E2128, Standard Guide for Evaluating Water Leakage of Building Walls, are usually more general in nature and cover a wide range of components and procedures rather than focus on one specific area of the building enclosure. Similar to test specifications, these guides include procedural/administrative requirements and reference standard test methods for the actual testing procedures. Due to their non-specific nature, including ‘compliance’ with a testing guide such as ASTM E2128 as a specification requirement is likely to result in confusion, as it can be interpreted in many ways for many different components. A testing specification and pass/fail criteria must be clearly identified in the contract documents.

This depicts laboratory testing of brick masonry for compressive strength.

This depicts laboratory testing of brick masonry for compressive strength.

Water leakage through brick veneer/cavity wall can be seen from the interior through openings in the backup wall. The veneer does not provide actual waterproofing for this assembly due to presence of drainage plane and weather-resistant barriers.

Water leakage through brick veneer/cavity wall can be seen from the interior through openings in the backup wall. The veneer does not provide actual waterproofing for this assembly due to presence of drainage plane and weather-resistant barriers.

Roofing assemblies
Leakage from roofing systems, especially in the case of low-slope assemblies, can result in significant interior damage when left unchecked. There are many different methods for testing roofs, but not all are compatible with all assembly types. Understanding which methods can be used for which systems is key to specifying the appropriate test, whether as part of a specification for quality control in new installations or as part of remedial/troubleshooting efforts.

In this article, the authors focus on large-scale testing of roof areas, as opposed to smaller-scale testing of specific detail conditions (which is most often done using spray racks/nozzles or localized flood testing). As discussed, the roof’s configuration, as well as the specific membrane type, must be considered when specifying a test method.

The most obvious method of testing a roof—flooding it with water—can be effective in some cases, but extremely damaging in others. Flood-testing is best-suited to inverted roof membrane assemblies (IRMAs) where the membrane is installed directly over the structural deck, with insulation and ballast or other overburden above. In those cases, the testing is performed once the membrane and flashings are complete but prior to the installation of any overburden (Figure 3).

For this test, which is standardized in ASTM D5957, Standard Guide for Flood Testing Horizontal Waterproofing Installations, water is ponded over the system for a period of 24 to 72 hours, during which time the interior is reviewed for leaks. The depth of water must be reviewed to ensure the structural capacity of the roof is not exceeded, as every inch of water adds approximately 0.24 kPa (5 psf) of load. This can be challenging on large or complex roofs, where the deck slope may require compartmentalizing the test into smaller areas. Any leaks resulting from this test are likely to produce only localized damage which gets repaired along with the leaking component(s).

This test procedure is not appropriate for traditional ‘membrane-over-insulation’ roof systems, since leakage through the membrane may wet (and necessitate the replacement of) large areas of roof insulation. Especially in the case of a concrete roof deck, leakage through the membrane could go unnoticed or travel far from the original location as the deck retains the water, allowing large areas of insulation to become damaged and making it difficult to determine the leak’s source. These risks can be reduced by flooding only small areas at a time (limiting the amount of water that could enter the roof), in which case the water can be dyed to provide confirmation of leak sources if multiple areas are flooded in sequence (Figure 4).

There are several test methods available for traditional insulated roofing systems that do not carry the same risk of large-scale damage. These methods typically rely on specialized equipment to detect wet insulation below the membrane. Infrared (IR) thermography uses an infrared camera that visualizes temperature differences on surfaces by measuring and processing emitted radiation.

For an insulated roof, wet insulation will tend to retain more heat and cool slower than dry insulation. Since moisture from roof leaks is often trapped in the system for an extended period, scanning of a roof with suspected or known leaks shortly after the sun has set can help identify areas of wet insulation.

The IR camera measures the surface temperature of the membrane, so this method cannot be used on ballasted roofs since the ballast (e.g. gravel) will cool off uniformly and mask any small temperature differences on the membrane below. Similarly, testing on a windy day may yield misleading results as airflow over the membrane surface may even out temperature differences or cause the wet areas to cool off to the same temperature as the surroundings before the scan is made.

IR scanning of a roof is relatively efficient since large roof areas can be surveyed relatively quickly (some companies even offer aerial surveys, which can be economical for very large, open roof areas). A second method, often referred to as electrical capacitance/impedance (EC) testing, uses handheld or rolling (push-cart) equipment that sends electrical pulses into the roof system and measures the insulation’s ability to retain electrical charge. Wet areas will tend to hold a charge for less time than dry, allowing for relative comparison between areas. Similar to infrared, this method requires an exposed roof membrane since the scanner needs to be in close proximity to the insulation to be effective. For this method to be effective, the roof membrane needs to be non-conductive, making it ineffective on most ethylene propylene diene monomer (EPDM) assemblies or on membranes with metallized reflective coatings. For both of these methods, secondary verification (i.e. roof probes) of suspected wet materials should always be specified to confirm the efficacy of the test for the specific application.

A more recently developed test method uses specialized equipment to pinpoint specific defects in the membrane. In this method, a potential difference is created between the wetted roof surface and the grounded roof deck. Any breaches in the membrane create, in effect, a short circuit in the system which can be detected using specialized equipment.

This method can be used on both traditional and IRMA systems, but—similar to EC testing—the roof membrane must be nonconductive for the method to work. For new construction, especially on traditional roof systems, a grounding screen can be added below the membrane or cover board to provide more positive leak detection and become part of a permanently installed leak detection system. This type of system can be especially beneficial for vegetated roofing assemblies where the often significant amount of overburden can make locating leakage sites extremely difficult.

This infrared image shows air leakage around a window perimeter during a whole-building test.

This infrared image shows air leakage around a window perimeter during a whole-building test.

Brick masonry and exterior walls
Brick masonry has been a common building material in the United States since the colonial period, and mass masonry walls continued to be built through the first half of the 20th century. While the basic process of brick manufacturing has not changed much, modern technology allows the creation of brick typically much stronger and has greater uniformity of properties than historic brick. Historic lime mortars typically are softer and more permeable than modern cement mortars, which allows them to absorb greater stress within the wall from expansion and contraction or enables the wall greater capacity to ‘breathe.’

Concerns with historic masonry fall under two, often related, headings: the masonry’s structural capacity and durability. While it certainly is true modern masonry manufactured and constructed to meet modern standards should result in durable construction, it is not always necessary to hold historic masonry to these same modern standards, as the historic materials often have more than the necessary capacity to provide a long service life with good performance. Also, certain properties being lesser than modern standards may prove beneficial to performance.

The International Building Code (IBC) now has requirements for masonry properties such as compressive strength and performance in shear, though that was not always the case. Current codes are written for current construction, and do not always include previsions for how historic construction ‘works’ structurally. The International Existing Building Code (IEBC) includes provisions that allow historic buildings to remain, or repairs to occur, using original or like materials, but the structural engineer and code officials must still evaluate the structure’s capacity to withstand its loads and remain safe.

Structural engineers can use both non-destructive and destructive methods to determine masonry’s strength and ability to withstand stresses (Figure 5). It is important to specify testing appropriate to both the structure being evaluated and the goal of the evaluation. While a historic mass masonry wall may not meet the letter of the current code requirements, it may have capacity that exceeds its in-service loads with an acceptable factor of safety comparable to the code. That said, one concern with mass unreinforced masonry is it typically does not perform well during seismic events. In areas of higher seismic activity, greater care must be exercised in its evaluation.

Current requirements for energy efficiency mandate the building enclosure to have a specified resistance to heat transfer. While mass masonry walls typically have a lower R-value than modern insulated wall assemblies, they have an advantage—their bulk provides thermal mass unmatched by newer assemblies comprising several thinner layers of different materials sandwiched together. This thermal mass allows the wall to absorb and dissipate heat more slowly than modern walls, slowing the interior of the building’s reaction to changes in the exterior temperature and reducing the need for supplemental heating or cooling.

Changes to the thermal properties of a mass masonry wall, such as adding insulation to the interior, or significantly increasing the interior moisture load, may affect brick performance. Uninsulated historic masonry typically allows moisture to move through the wall (i.e. ‘breathe’) while remaining above the dewpoint, since the interior heat warms the wall.

The addition of interior insulation will reduce the wall’s temperature during the colder months. Water absorbed by the brick’s exterior wythe may go through freeze-thaw cycling as a result of the wall now being colder, and interior moisture that migrates through the wall assembly may condense on the inboard side of the masonry wall, because this side of the wall now is on the ‘cold side’ of the insulation.

Historic masonry may have two advantages that will reduce the likelihood of these two events occurring.

1. Historic brick typically is more porous than modern brick. This greater porosity may allow the brick to ‘drain’ rainwater more quickly than modern brick, and the larger pores may allow the absorbed water more room to expand without causing damage.
2. Historic lime mortars are more absorptive and permeable than modern mortars, and these properties may allow the mortar to wick water rather than having it remain on the wall.

However, it must be stressed the reaction of mass masonry to the installation of interior insulation is still a topic of study among engineers and preservationists. Further, there are currently no established guidelines for insulating walls, only various opinions on the matter.

Many designers of renovation projects may equate strength with durability and specify masonry testing with this thought in mind. Great care must be exercised when considering insulating mass masonry walls, and testing of the masonry’s porosity, absorption, permeability, expansion, and relative strength (both of brick and of mortar) should be performed. Additionally, laboratory testing and evaluation to determine the relative durability of the brick, as well as its resistance to freeze-thaw damage, are a crucial part of this kind of study.

It is also critical to evaluate test results in light of numerous factors, such as the type of building/occupancy, building use, and general quality of the surrounding construction. If a sampling of brick test as SW grade (suitable for severe weathering per ASTM C216, Standard Specification for Facing Brick [Solid Masonry Units Made from Clay or Shale]) that does not necessarily mean the wall assembly in question has the level of durability required for the specific application. SW brick on a large, clear wall area will likely provide suitable performance, but the same brick installed in a shaded location (i.e. minimal drying) below a window that experiences leakage (i.e. excessive wetting) may undergo premature degradation regardless of the brick grading.

The most important question to ask when evaluating a historic masonry building is: “How has it performed thus far?” If the building shows no obvious signs of distress after several decades or even centuries of use, its testing and evaluation must begin from a position of “How does it work?” as opposed to one of “Does it meet the code requirements for modern construction?”

This understanding will include site observations and possibly onsite or laboratory testing, and research into historic construction methods and materials. Ultimately, this approach to evaluating historic masonry may lead to a more efficient and lower cost project that also can maintain the building’s character. Regardless of testing, designers who take this approach much understand when the use of the building or other characteristics of the enclosure are changed as part of renovations, the prior performance of the building may not be a suitable predictor of long-term durability.

From a water penetration standpoint, there are many different test methods available for masonry walls, but not all provide useful information. For example, ASTM C1601, Standard Test Method for Field Determination of Water Penetration of Masonry Wall Surfaces, determines water penetration at the surface of a masonry wall, but does not provide any information on how much water actually leaks to the interior (as opposed to water that is absorbed and stored by the masonry). Similarly, RILEM tubes can be used to provide relatively quick evaluations of the water absorption rate of a masonry wall.1

ASTM E514, Standard Test Method for Water Penetration and Leakage Through Masonry, provides for measurement of the actual amount of water penetrating the full thickness of the masonry, but this is a lab test not applicable to field conditions (although it is often specified—incorrectly—by designers evaluating existing masonry buildings). Field surface absorption tests may have limited use in qualitatively evaluating the change in absorption that results from installing a penetrating sealer, but are typically of little to no use in evaluating water leakage.

Neither of these tests will be of practical value for masonry cavity wall construction, where any water penetrating the exterior façade is collected in a drainage cavity and wept out of the system (Figure 6). Water leakage through a masonry cavity wall is more likely the result of a breach in the water-resistive barrier (WRB) behind the masonry, since masonry veneer systems are expected to allow water into the drainage cavity.

The authors have generally found the general guidelines from ASTM E2128, Standard Guide for Evaluating Water Leakage of Building Walls—as opposed to one specific standard test method—are helpful in establishing the right combination of testing and inspection to diagnose water leakage through masonry walls.

Air barrier systems
As far as building testing goes, the testing of air barrier systems is a relatively recent development.2 Just as with window and curtain wall testing, there are multiple test standards and guides for testing air barrier systems in both the lab and the field. One of the first points of confusion is the definition of an air barrier—a system of interconnected components including walls, windows, curtain walls, and roofs that act together to prevent uncontrolled airflow into and out of the building. While air barrier testing is often thought of as testing a wall air barrier membrane (one component of the system), it can encompass everything from single materials to the entire building enclosure.

Some of the most commonly tested building components are fenestration products like windows and curtain walls. For new construction, testing is most often specifi ed as a quality control measure to ensure the installed systems meet the specifi ed requirements for air and water penetration resistance. Photo © BigStockPhoto/Graça Victoria

Some of the most commonly tested building components are fenestration products like windows and curtain walls. For new construction, testing is most often specified as a quality control measure to ensure the installed systems meet the specified requirements for air and water penetration resistance. Photo © BigStockPhoto/Graça Victoria

Testing of actual materials, such as sheet- and fluid-applied membranes, is performed in the laboratory due to the very small quantity of air leakage being measured and the high degree of accuracy required in the measurement. Air barrier products are required by most codes to allow no more than 0.02 L/s.m2 @ 75 Pa (0.004 cfm/sf at a pressure differential of 0.3 in. of water). In reality, most sheet membranes (such as self-adhered rubberized asphalt products) exceed this criteria by an order of magnitude or greater—much too low to be reliably measured in the field.

Air barrier assemblies—essentially, air barrier materials in an as-built condition that includes laps, seams, and penetrations—can be tested in either the lab or the field. Laboratory testing per ASTM E2357, Standard Test Method for Determining Air Leakage of Air Barrier Assemblies, provides an air leakage rate for a pre-defined arrangement of air barrier products, penetrations, and a window opening (but not the window itself—an oft-overlooked element of the air barrier system).

While primarily a laboratory test used by air barrier manufacturers to demonstrate their products’ performance and code compliance, the method can also be applied to field-installed mockups. However, applying this test in the field is not as simple as installing a chamber on the interior and testing the exterior. Air leakage through the perimeter of a sample area (e.g. through a concrete block or stud wall perpendicular to the interior-exterior direction) is often impossible to isolate, and due to the relatively low leakage rates being measured, even a small amount of extraneous leakage can create a false negative test result. Using this general chamber testing approach on a qualitative basis is simpler and often more effective, since telling a contractor that the test result was 0.25 L/s.m2 (0.05 cfm/sf)—in other words, a failure—does not provide the same level of usefulness as telling them there were leaks at one membrane seam and two brick ties that need to be repaired.

Specifications for field-installed air barrier assemblies often include testing of the window as part of the assembly. While this makes sense from a practical standpoint (i.e. the connection to the actual window system is a critical transition in the air barrier), there are limitations to this test. From a practical standpoint, mockup testing of air barrier assemblies typically happens at the beginning of a project, often long before the windows are delivered to the site (or in some cases, before specific window products are even selected). Testing of the assembly with a ‘dummy window’ in place is possible, but results can be misleading since the actual connection is unlikely to be the same as what is intended for the project windows.

In cases where the dummy window is put in temporarily with sealants and sprayed-applied foam insulation, the actual leakage rate may be much lower than what will occur when the project windows are installed, giving a false positive result for the test. In the case of the project windows being available at the time of testing, the specification of pass/fail criteria for the air barrier assembly test becomes more important. The performance criteria for air barrier assemblies are based on a window perimeter being included, but not the window itself. Since most windows will experience significantly higher leakage (on an area basis) than air barrier materials and assemblies, leakage through the window may far exceed the air barrier assembly leakage criteria, even if the assembly itself, minus the window, would pass on its own. For this reason, it is important to clearly specify how and if the window is to be included in the test, and, if so, some increase in allowable air leakage needs to be included to avoid requiring a result which is not attainable in the field.

The third type of air barrier testing is whole-building testing, using blower door or similar equipment and ASTM E779, Standard Test Method for Determining Air Leakage Rate by Fan Pressurization, procedures to measure overall air leakage through the entire building—including all walls, roofs, and windows. Different codes and standards require different overall leakage rates, but 0.02 L/s.m2 @ 75 Pa (0.4 cfm/sf at 0.3 in. of water) is typical for most building and energy codes.

While this test provides a single number to describe air leakage that can be easily compared to other buildings, it has many limitations that must be considered before requiring a certain level of whole-building performance. The first major issue is at the time when the air barrier is substantially complete to the point where testing can be performed, it is also likely to be concealed by cladding and other materials that can make the detection (using IR thermography or tracer smoke) and repair difficult or impossible.

Second, the testing itself can be difficult to perform, especially on large/more complex buildings, due to the need for multiple fan systems that must all be linked together for measurement or adjustment. In tall buildings, internal fans may be needed to equalize pressure differentials over the height of the building. While most testing firms can easily come to a site and perform standard window or curtain wall tests, large-scale testing of whole buildings requires specialized equipment and a fair degree of experience and expertise to successfully execute.

Lastly, there is some debate over what is achievable in terms of air leakage through whole buildings. A designer can certainly specify the overall leakage rate needs to be 0.5 L/s.m2 (0.1 cfm/sf), but achieving that level of airtightness requires an exceptionally well-designed air barrier, as well as carefully planned execution of the construction.

This is a common mistake with all types of air barrier testing—specifying a high level of airtightness without providing the corresponding design detailing is a futile effort. As mentioned, once the building is physically ready to be tested, it is often far too late to practically implement repairs, which brings up the difficult question of “What do we do now that we failed the test?” While the industry is still working on answering that question, specifiers can help avoid problems by specifying reasonable levels of airtightness appropriate for the building design.

As with the other previously described tests, visualization techniques such as infrared thermography and tracer smoke can be used to take advantage of the pressure differential created during a whole building test and qualitatively identify air leakage sites (Figure 7).

Conclusion
While the wide variety of available testing standards means there is almost always a standard for the designer’s specific need, finding the right standard can be difficult when one does not have a firm understanding of the actual goals. Designers and specifiers should first evaluate the question of ‘why’ when it comes to testing, as the answer will typically guide them to the correct test method to follow.

Specifying both the appropriate testing method and the appropriate pass/fail criteria are necessary to provide meaningful test results and avoid the time and expense of unnecessary testing or inappropriate testing which leads to ambiguous results. A little more time spent researching test methods during the design phase and specifying appropriate methods and performance criteria can go a long way toward reducing confusion and disputes during the construction process in the field.

Notes
1 For more on RILEM tubes, see The Construction Specifier articles, “Testing the Test: Water Absorption with RILEM Tubes,” by Adrian Gerard Saldanha and Doris E. Eichburg, and “Durable Waterproofing for Concrete Masonry Walls: Redundancy Required,” by Robert M. Chamra and Beth Anne Feero in the August 2013 and July 2014 issues. (back to top)
2 For more on air barriers, see the article “Wind Load and Air Barrier Performance Levels,” by Maria Spinu, Ben Meyer, and Andrew Miles, in the July 2014 issue. (back to top)

Sean M. O’Brien, PE, LEED AP, is an associate principal at the national engineering firm Simpson Gumpertz & Heger (SGH), specializing in building science and building enclosure design and analysis. He is involved in both investigation/forensic and new design projects. O’Brien is a member of the American Society of Heating, Refrigerating, and Air-conditioning Engineers (ASHRAE), co-chair of the New York City Building Enclosure Council (BEC-NY), and a frequent speaker and author on topics ranging from building enclosure design to energy efficiency. He can be reached at smobrien@sgh.com.

David Artigas, PE, is senior staff I–building technology at SGH, specializing in building enclosure design and investigation, building science, and historic preservation. He can be reached at djartigas@sgh.com.

Air Vapor Barriers: When in Doubt, Box it Out

slaton patterson sutterlinFAILURES
Deborah Slaton, David S. Patterson, AIA, and Jeffrey N. Sutterlin, PE

Air vapor barriers (AVBs) are critical in controlling air and moisture transport within building enclosure assemblies. Ignoring bulk water penetration, moisture-related issues experienced within the building enclosure are more commonly the result of moisture transport through air movement via discontinuities in the AVB than vapor diffusion through the wall assembly. Continue reading

Avoiding Problems in Aquatics Facilities: Atypical design for atypical buildings

Photo © BigStockPhoto/Nikita Sobolkov

Photo © BigStockPhoto/Nikita Sobolkov

by Jason S. Der Ananian, PE, and Sean M. O’Brien, PE, LEED AP

If an office building in a cold climate is designed to run at a slight positive pressure while omitting air barrier details at the building enclosure, the likely consequences include higher energy costs and potentially isolated condensation events or freezing pipes during very cold weather, with problems developing in five to 10 years. If this was a natatorium, however, the resulting damage may include human-sized icicles at roof eaves, concealed corrosion of metal framing components, widespread efflorescence on exterior concrete and masonry, and premature failure of the building enclosure components—often within months.

Few, if any, building types present the risks and challenges found in indoor swimming pool facilities. With far higher interior moisture loads than typical buildings and a potentially corrosive interior environment, natatoriums put structural and enclosure systems to the test, especially in cold or even mixed climates.

The authors’ firm has investigated dozens of natatoriums throughout the country and witnessed firsthand the swift and severe nature of failures that can result from improper design and construction. In some cases, the design included the primary components necessary for moisture control, but lacked transition details or did not adequately define the system’s continuity. Others were well-designed but poorly constructed, or poorly designed but built exactly as shown on the drawings. Still others may have functioned well from an enclosure standpoint, if not for significant shortcomings in the mechanical systems’ design or operation.

The watercube—Beijing's National Aquatic Center—may be an extreme example, but even the most basic of natatoriums can present challenges for design professionals when it comes to thermal and moisture control. Photo © BigStockPhoto/Liang Zhang

The watercube—Beijing’s National Aquatic Center—may be an extreme example, but even the most basic of natatoriums can present challenges for design professionals when it comes to thermal and moisture control. Photo © BigStockPhoto/Liang Zhang

Problems are often found in natatoriums that are part of a larger athletic complex where designers fail to make the distinction between ‘typical’ enclosure systems and more specialized systems required for pools, or fail to prevent moisture migration between the pool and adjacent spaces.

Moisture loads and controls in natatoriums
The air in a natatorium often contains nearly three times the moisture per unit volume as a typical, non-humidified building. This greatly increases the importance of controlling moisture transport through the building enclosure. Typically, three forms of moisture transportation can contribute to problems:

  • water leakage;
  • water vapor diffusion; and
  • airflow.

Water leakage, which occurs when water finds a path into the building, is controlled through water management and waterproofing systems that are beyond this article’s scope. Water vapor diffusion, or the movement of water vapor driven by vapor pressure differentials, is typically a slow process that can result in long-term moisture accumulation or condensation within the building enclosure cavities; it is controlled by a vapor retarder.

Airflow is the main contributor to water vapor and heat transport in the enclosures of most buildings. Unless it is controlled by an effective air barrier system, air will flow through the building enclosure cavities where it can condense on cooler surfaces as it travels toward the exterior.

Although critical for moisture control in natatoriums, non-humidified buildings can often provide moderate (although not necessarily optimal) performance and avoid condensation without air barriers in the enclosure, and vapor retarders may only be necessary in extremely cold climates. This is reflected in most building codes, which, until recently, made no mention of continuous air barriers and often do not require vapor barriers in warm or moderate climates (Climate Zones 1 through 4, as defined in American Society of Heating, Refrigerating, and Air-conditioning Engineers (ASHRAE) 90.1, Energy Standard for Buildings Except Low-rise Residential Buildings.

However, it is important to realize the building code is intended for non-humidified/‘general-use’ buildings, and does not specifically cover special buildings such as natatoriums and museums—both of which require atypical interior conditions. The authors’ firm has investigated many natatoriums that complied with building enclosure requirements outlined in the applicable building code, yet still suffered from significant moisture problems. Relying solely on the building code for design guidance is unlikely to result in a durable, functional natatorium.

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Air and vapor flow through natatorium enclosures
High moisture levels in natatorium environments greatly increase the risk of interior surface condensation on cold components, such as windows, doors, roof penetrations, and drains. These conditions also provide an ideal environment for condensation to collect within walls and roofs due to air leakage and vapor diffusion.

Humid air from natatorium spaces that migrates into the exterior walls condense once reaching a surface below the air’s dewpoint temperature. Condensation concealed within wall or roof assemblies may go unnoticed by the building owner until these assemblies are severely degraded. For a natatorium in cold climates, the risk of condensation exists for most of the year, often eight to 10 months. Moisture levels can be significantly reduced by covering the pool when swimmers are not present, but problems may still occur when the natatorium is actively being used.

A properly designed natatorium building should include both a vapor retarder and, more importantly, a continuous air barrier system in the walls and roofs to minimize moisture migration through the enclosure (they may or may not be formed from the same material). Although the terms ‘vapor barrier’ and ‘air barrier’ are often used interchangeably, the two systems have differences in the way they control moisture and the construction necessary for them to be effective. Figure 1 highlights these differences.

Controlling air and vapor flow
Vapor retarders minimize water vapor’s flow through materials by diffusion. Water vapor can flow through the internal pore structure of apparently solid materials such as wood, concrete, and gypsum board. If the air within a building has higher moisture content than the exterior environment, the vapor drive is toward the exterior, tending to ‘push’ water vapor from the inside to the outside.

In cold and mixed climates, this water vapor may condense within the wall or roof as the temperature drops. In this case, a vapor retarder on the interior—or ‘warm’—side of the insulation helps prevent water vapor from reaching colder temperatures, minimizing the risk of condensation in the wall. Conversely, a vapor retarder on the wrong side of the wall, outboard of the primary insulation where it experiences low temperatures, can act as a collection point for condensation and lead to more significant problems than if no vapor retarder was installed. Since the driving force behind water vapor diffusion is relatively minimal, vapor barriers can contain small holes, such as fastener penetrations, and do not require sealed laps to be effective. Even if larger discontinuities exist, damage due to moisture migration in these areas will tend to be localized.

Tracer smoke exfiltration at roof eave. Images courtesy SGH

Tracer smoke exfiltration at roof eave. Images courtesy SGH

Moving air carries both heat and moisture. The magnitude of moisture migration via airflow can be 50 to 100 times that associated with water vapor diffusion alone. Air flows from high to low pressure regions. In buildings, such differentials can result from mechanical system operation, wind, stack effect, or a combination thereof. These pressure differences can exert significant force on air barrier systems, making it necessary for air barriers to have continuous structural support. Even small holes or discontinuities in the air barrier can allow significant air leakage and greatly reduce the system’s effectiveness, especially in buildings with high moisture levels. Complicating matters, a small hole on the interior can lead to air leakage into many other locations, as opposed to creating localized damage as with discontinuous vapor retarders.

The air barrier in a building is more than just a single material. It comprises interconnected components including airtight materials in walls, roofs, doors, windows, curtain walls, and other enclosure elements. To maintain the system’s continuity, airtight transitions are needed between all components, including interior partitions separating the natatorium from adjacent spaces.

The goal of a well-designed and properly installed air barrier is to eliminate uncontrolled airflow through the building enclosure. Uncontrolled airflow results in increased heating and cooling loads; it can also transport moisture or chlorinated air to areas where moisture or odor exposure is undesirable. Critical transitions, such as the roof-to-wall intersection, must be carefully detailed, as poor transitions can greatly reduce air barrier performance and mechanical system effectiveness in controlling building pressure.

The air barrier’s construction is just as important as its design. Success requires coordination between multiple trades at multiple points in the schedule, such as roof-to-wall intersections and window/curtain wall perimeters. Designers must take into account the potential for sequencing conflicts during construction.

Interior partitions that separate interior high-humidity zones from adjacent, non-humidified or even unconditioned interior zones are an oft-overlooked component of the natatorium air barrier system. Natatoriums are commonly part of a larger complex of buildings. Since spaces like offices, storage rooms, and gymnasiums are not usually designed to function under high-humidity conditions, moisture-laden airflow into those spaces through unsealed interior partition walls may lead to significant damage to interior components. Additionally, leakage into adjacent spaces may cause damage to exterior components, if those spaces are located near exterior walls not designed to tolerate high humidity.

Even in the absence of condensation, airflow to and from adjacent spaces can also minimize the mechanical system’s ability to control air pressure within the natatorium (discussed in more detail later in this article). Unless a space is specifically designed to tolerate high humidity, it must be completely air-sealed and isolated from any adjacent spaces that may function as moisture sources.

Natatorium investigation reports reviewed by the authors’ firm almost always cite “improper design/construction of the vapor retarder” as a primary cause of moisture problems. However, in natatoriums, even the absence of a vapor retarder rarely produces the same level of damage as an improperly designed/built air barrier system. This common confusion between air barriers and vapor retarders often results in poorly designed natatoriums and short-term failure of building enclosures.

Controlling interior surface condensation
Interior moisture levels in natatoriums are high, with dewpoint temperatures ranging between 12.8 and 18.3 C (55 and 65 F). Natatoriums in cold (and even mild) climates are susceptible to condensation on interior surfaces that drop below the ambient dewpoint during the winter. As such, interior surfaces in natatoriums must be kept warm, often as high as 18.3 C, to prevent condensation.

This infrared image of an exterior natatorium wall was taken during the winter in a heating climate. The orange/yellow regions indicate higher apparent surface temperatures and locations of air barrier breaches.

This infrared image of an exterior natatorium wall was taken during the winter in a heating climate. The orange/yellow regions indicate higher apparent surface temperatures and locations of air barrier breaches.

Opaque walls and roofs can typically be designed with continuous insulation and high R-values to meet this criterion. Windows, doors, and curtain walls must be high-performance thermally broken systems designed for high-humidity applications, although even the best fenestration likely experiences surface condensation or frost during the coldest times of the year.

Surface condensation can degrade adjacent construction materials and cause ‘fogging’ on glass surfaces. Several design strategies are effective at reducing the risk of interior surface condensation, including:

  • using high-performance fenestration systems;
  • aligning fenestration systems with the insulation;
  • avoiding installing highly conductive materials against fenestration; and
  • providing air curtains or directed flows of warm air over components or using electric heat-trace cables to deliver supplemental heat directly to glazing and framing systems (often the only way to completely eliminate condensation in cold-climate natatoriums).

Unlike ‘passive’ condensation control systems, such as thermally broken window frames, mechanical and electrical systems require regular maintenance to remain operational.

Natatoriums often include skylights to provide occupants with natural light. The increased condensation risk at skylights is due in part to their orientation; mounted in low-slope roofs or near-horizontal applications, skylights tend to lose more heat through radiation to the sky compared to similarly sized windows and doors (especially at night).

Supplemental heating systems can be difficult to install due to the high visibility of skylight systems. A compromise would be to design a high-performance skylight and install a system of gutters around the perimeter, ensuring any condensation is collected and drained (rather than dropping from the ceiling onto occupants). For gutters to be effective, skylights should be fairly steep in slope so condensing moisture flows down the glass surface to the sill gutters, rather than dripping into the space as can occur in low-slope skylights. The maintenance and cleaning of active condensation control or weep systems can be difficult, particularly on skylights located directly above the pool(s).

The photo illustrates the blower door test setup for quantitative air leakage testing with calibrated fans. These blower doors are also used for imposing pressure differential for qualitative testing.

The photo illustrates the blower door test setup for quantitative air leakage testing with calibrated fans. These blower doors are also used for imposing pressure differential for qualitative testing.

Natatorium air pressure control
It is impractical to achieve a perfectly airtight enclosure, and even small amounts of air leakage can result in condensation. Therefore, natatoriums must be maintained at a negative pressure relative to adjacent interior spaces and the exterior to minimize odor migration and potential for airflow-induced condensation in building enclosure cavities during winter. The 2011 ASHRAE Handbook–HVAC Applications recommends maintaining a negative pressure of between 12 and 37 Pa (0.25 and 0.77 psf) in the natatorium to minimize moisture and odor migration.

Interior partition wall openings, including doors, require gaskets to allow the HVAC to more efficiently control building pressures. Maintaining a negative pressure in the natatorium commonly involves balancing the mechanical system to return more air than is supplied into the building while maintaining the minimum required outdoor airflow rate per ASHRAE Standard 62.1-2010, Ventilation for Acceptable Indoor Air Quality.

It is important to understand simply providing more exhaust air than outside air is not sufficient to maintain negative pressure. Even with no outside air and significant exhaust flow, if the quantity of air supplied to the natatorium exceeds the amount returned (due to improperly sized or restricted ductwork, the operation of mechanical systems in adjacent spaces, etc.) the natatorium pressure will still be positive.

The HVAC system’s ability to control building pressure relies heavily on the airtightness of the natatorium enclosure. Controlling building pressures in a ‘leaky’ natatorium is difficult compared to a relatively airtight one. For these reasons, testing and balancing of the natatorium HVAC system should occur following the air barrier system’s completion.

Depending on the climate zone in which the natatorium is located, supplemental exhaust fans may also be necessary to maintain pressure control during the coldest times of year, particularly for facilities with high ceilings or in retrofit applications where the existing mechanical system cannot be practically or appropriately modified.

In cold climates, even with a properly balanced natatorium mechanical system, positive pressure may occur near the ceiling due to stack pressure (i.e. buoyancy of air). The authors often find natatoriums running ‘under negative pressure,’ where the slight differential at the pool deck level is insufficient to overcome stack pressure, allowing for high pressures and significant air exfiltration at the roof level where critical details such as roof-wall intersections often occur.

The supplemental exhaust fan (or even the primary mechanical system fan[s]) is best controlled by a pressure sensor located near the pool ceiling that time-averages the pressure differential between the interior and exterior; a control system speeds up or slows down the exhaust fan accordingly to maintain a zero pressure difference between inside and out. Similarly, pressure should be measured near the high point of the natatorium during testing and balancing of the mechanical systems—preferably during cold weather—to

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obtain a more accurate measure of pressure within the space.

Construction mockups of air barrier systems
Construction mockups are typically required for projects to verify both aesthetic and technical aspects of the design. As part of this project phase, mockups of the air barrier should include typical transitions (e.g. wall-to-fenestration, wall-to-roof, etc.) for review by the architect or third-party inspector. This work shall be used to:

  • test installation methods;
  • determine construction defects (if any);
  • establish the technical and aesthetic standard of care for the project; and
  • refine, if necessary, installation methods in accordance with the design intent before construction proceeds.

Mockups are also helpful for coordinating between trades.

The mockups should be performed as many times as necessary for approval by the architect and/or third-party inspector. Inspection of the air barrier should not be pushed to the punch list phase—testing of air barrier mockups should be performed before cladding installation to ease identifying and repairing of breaches.

Field testing of air barrier continuity
Performing whole building air infiltration testing can help verify the performance of air barrier installations as well as locate system defects in new and existing buildings. Several agencies and state building codes even require whole building air infiltration testing for new buildings. It is prudent to perform testing before the air barrier system is concealed by cladding materials or interior finishes so defects can be identified and repaired more easily. Removing cladding after construction is complete to locate air barrier discontinuities is often costly and disruptive to building occupants.

This poorly painted steel diving platform stair experienced heavy corrosion due to direct wetting.

This poorly painted steel diving platform stair experienced heavy corrosion due to direct wetting.

Field testing requires the building be positively or negatively pressurized using blower door fans or manipulating the HVAC system to force air to leak through any air barrier discontinuities in the building enclosure. Various quantitative and qualitative techniques are available to identify leakage paths, including tracer smoke and infrared (IR) thermography. The architect should write the field testing requirements of air barriers into the project specifications.

Qualitative air leakage testing
ASTM E1186, Standard Practices for Air Leakage Site Detection in Building Envelopes and Air Barrier Systems, describes various qualitative methods to locate air barrier discontinuities. One such practice is to pressurize or depressurize the building or individual spaces by using fans or by manipulating the HVAC system, and then using a tracer smoke source over the interior or exterior surfaces of the building enclosure.

Placing the tracer smoke source at the building interior and pressurizing the building or space to locate air exfiltration sites reduces the influence of wind or stack effect. In this case, tracer smoke will be ‘pushed’ from the building through any breaches in the air barrier and be identifiable at the building exterior (Figure 2).

Although it is possible for some projects to depressurize the building and locate the source of tracer smoke on the exterior, this method may be difficult because of the influence of wind and the risk tracer smoke rapidly dissipates before it is drawn into the interior through the air leakage site.

IR thermography (per ASTM E1186) is another useful and efficient qualitative method to locate discontinuities in the air barrier. The purpose of the IR scans is to identify locations of elevated heat loss through the building enclosure. Air infiltration or exfiltration through the building enclosure affects the temperature of wall or roof components in the region of air leakage pathways, given the interior and exterior temperature difference; IR scanning equipment can be used to detect local surface temperature differences (Figure 3).

The conditions most conducive to accurate IR scans are low winds with a large temperature difference (at least 16 C [30 F]) between the interior and exterior air temperatures. Using fans or the HVAC system to pressurize or depressurize the building during the IR scans can exacerbate air leakage through discontinuities in the air barrier, making it easier to identify air barrier breaches on an IR image. Since thermal bridges or insulation discontinuities in the enclosure can also result in surface temperature differentials, it is typically necessary to perform multiple scans—from both the interior and exterior, and with the building under positive and negative pressure—to isolate the contribution of thermal bridges and more accurately identify air leakage sites.

Quantitative air leakage testing
Blower door testing per ASTM E779, Standard Test Method for Determining Air Leakage Rate by Fan Pressurization, is intended to characterize the airtightness of the building enclosure. The test results can be used to compare the subject’s airtightness to similar buildings or against criteria set by industry standards and governing building codes; it can also be used to determine how readily the HVAC system can be adjusted to control pressure and reduce leakage. The tests are conducted using calibrated fans (Figure 4) to pressurize or depressurize the building under controlled conditions.

The ASTM E779 test procedure typically requires a range of induced pressure difference (pressurization and depressurization) from 10 to 60 Pa (0.2 to 1.25 psf). The measured air leakage flow rates (cubic feet per minute) are typically normalized using the above-grade building surface area (walls and roof) and calculated as an air leakage rate at 75 Pa (0.3 in. water column) pressure difference.

While quantitative testing is useful from an overall performance standpoint, a qualitative leak assessment should always be done in natatoriums due to the potential for condensation problems even at small leakage sites. On the same note, when the building is extremely airtight, but experiences all the leakage at one large air barrier breach in the enclosure, identifying the location of that breach is critical.

compounds.

Corrosion on painted structural steel can be caused due to exposure to airborne chlorine compounds.

Corrosion issues
Although some pools have begun to employ alternative technologies to treat pool water, such as ozone or ultraviolet sterilization, the majority of swimming pools still use chlorine-based chemicals for pool water treatment. This is primarily due to the higher initial cost of alternative treatment systems, but also the entrenched nature of chlorination as a means of water treatment, which has been in use for more than a century. While an effective disinfectant, chlorine has the unfortunate side effect of being highly corrosive to typical steels and even some stainless steel alloys.

The most common form of corrosion in natatoriums is visible surface corrosion, which affects bare steel or steel with insufficient corrosion protection. This can affect both materials which are directly exposed to pool water (Figure 5) and those which have no direct wetting and are affected by the chlorine compounds in the air only (Figure 6). In both cases, corrosion can be greatly exacerbated by improper maintenance of the pool water chemistry, which can result in higher levels of chlorine compounds in both the water and air.

Stainless steels are often used in swimming pools to combat corrosion, but even these specialty metals have their limitations—especially in chlorinated environments. Common alloys such as Types 304 and 316 can work well in areas where the components are frequently cleaned or wetted/splashed, as this tends to prevent chloride compound buildup on surfaces.

Infrequently cleaned surfaces may corrode quickly once a film of chlorides builds up on their surfaces (Figure 7). This is counterintuitive to many designers, since a stainless steel component that never comes into contact with pool water would, at first glance, appear to have little risk of corrosion. Stainless steel ductwork (often specified due to its perceived superior corrosion resistance) is one of the most commonly corroded items, but stainless steel light fixtures or hangers are also at risk.

Some stainless steel components are also susceptible to the more dangerous stress corrosion cracking (SCC). This type of corrosion often produces little to no outward evidence; rather, it affects the steel’s structure, leading to sudden, brittle failure. For SCC to occur, a susceptible grade of stainless steel (most standard chromium-nickel stainless steels, such as Types 304 and 316, fall into this category) must be placed in a corrosive environment and subjected to a tensile load. Hanger rods for overhead components are the most commonly affected, although other formed metal components, which can contain residual tensile stresses from forming operations, can also fail due to SCC.

There have been several examples of structural failures due to SCC in natatoriums, including ceiling collapses in:

An example of the heavy corrosion of stainless steel ductwork that can occur in a 10-year old natatorium.

An example of the heavy corrosion of stainless steel ductwork that can occur in a 10-year old natatorium.

  • Switzerland (1985), due to failure of stainless steel hangers (resulting in 12 reported casualties);
  • Netherlands (2001), due to failure of stainless fasteners; and
  • Finland (2003), due to failed stainless steel hangers.

This risk means using stainless steel in overhead or safety-critical components must be carefully evaluated. In these cases, specialty alloys such as those containing higher levels of nickel and molybdenum (e.g. Types 904L and 254 SMO), which are more resistant to SCC, are likely necessary.1

Although stainless steels tend to be more expensive than painted steel or aluminum, the higher initial cost is typically justified by reduced long-term costs associated with maintenance, repair, or replacement. This is especially true for components at or near the pool deck which are routinely wetted. Most other metals, even those painted or galvanized, will have greatly reduced service lives in these applications.

For larger structural applications, stainless steel is not practical in terms of cost and availability. In these applications, high-performance paints/coatings—often combined with galvanization—are required for long-term performance. As shown in Figure 7, breakdown of applied paints can result in rapid corrosion of the base metal. Even with high-performance coatings, owners should expect some maintenance and eventual recoating of steel components.

Summary of design strategies
Based on the discussion in this article and personal experience in the design, construction, and investigation of natatoriums, the authors present the following summary of design guidelines for indoor swimming pools. (This is not an exhaustive list of all design concerns, but focuses on primary issues with the building enclosure and interior environment.)

  1. Design a continuous air barrier system for the exterior enclosure, including exterior and interior components that separate the natatorium from adjacent spaces.
  2. Design continuous insulation for the enclosure and minimize the incidence of thermal bridges and structural penetrations through the insulation.
  3. Design an appropriate vapor retarder for the enclosure. This can be the same material as the air barrier, depending on the insulation’s location.
  4. Use high-performance fenestration systems aligned with the thermal insulation, combined with active systems such as warm air washes, to minimize the incidence of interior condensation.
  5. Balance mechanical systems to provide negative air pressure within the natatorium for the full height of the space, not just at the pool deck level. Negative pressure levels must be sufficient (or adjustable) to overcome stack pressure down to the local exterior design temperature. Ductwork should be carefully designed and systems balanced/confirmed before filling of the pool. Confirm, through a testing and balancing report, that the airflow into the pool space is less than the airflow back to the mechanical system. Confirm space pressures by direct measurement in addition to measuring supply/return quantities.
  6. Avoid using stainless steel in applications that are deemed ‘safety-critical’ or where components will not be frequently wetted or cleaned. When stainless steel is employed for safety-critical or overhead applications, a specialty alloy is likely necessary.
  7. Avoid specifying stainless steel for ductwork. Non-corrodible fabric ductwork, painted aluminum, or painted galvanized steel are typically better options.
  8. Write tight specifications for air barrier systems, including provisions for field testing of mockups, installed assemblies, and the whole building enclosure. Testing should include both quantitative and (concurrent) qualitative methods to identify overall leakage rates as well as localized breaches in the air barrier system.

Notes
1 For more information, visit www.nickelinstitute.org/NickelUseInSociety/MaterialsSelectionAndUse/~/media/Files/NickelUseInSociety/Architecture/Successful_Stainless_Swimming_Pool_Design.ashx. (back to top)

Sean M. O’Brien, PE, LEED AP, is an associate principal at the national engineering firm Simpson Gumpertz & Heger (SGH), specializing in building science and building enclosure design and analysis. He is involved in both investigation/forensic and new design projects. O’Brien is a member of the American Society of Heating, Refrigerating, and Air-conditioning Engineers (ASHRAE), co-chair of the New York City Building Enclosure Council (BEC-NY), and a frequent speaker and author on topics ranging from building enclosure design to energy efficiency. He can be reached at smobrien@sgh.com.

Jason S. Der Ananian, PE, is a senior staff engineer at SGH, specializing in building enclosure design and building science. Der Ananian has more than a decade of experience investigating and designing repairs for art storage facilities, natatoriums, museums, and university facilities. A member of ASHRAE, he has published papers on topics including window flashing, whole-building energy simulation tools, and moisture migration in asphalt shingle roofs, along with quality control of air barriers during construction. Der Ananian can be contacted via e-mail at jsderananian@sgh.com.