RoofViews

Commercial Roofing

Dealing with Low Slope Roof Penetrations

By Thomas J Taylor

June 08, 2021

Roof Penetration

Low slope roof penetrations can be a source of problems if not done correctly.

Pipe, vent, and conduit penetrations through low slope roof assemblies can cause problems for an otherwise tight membrane, insulation, and deck design. With many intermediate layers in roof assemblies, such as a vapor retarder and cover board, there are opportunities for things not to be done correctly somewhere in the assembly. It gets even more complex when we consider that in order to use a vapor retarder, there might be an additional cementitious board above a steel deck.

This article provides an overview and is intended to be used as general guidance only. For specifics refer to the GAF Single-Ply Pro Field Guide and, when using the GAF SA Vapor Retarder also review the Guide to Vapor Retarder Design in Low-slope Roof Systems. Let's look at each part of the roof assembly, starting at the bottom:

Deck Level:

If a separate vapor retarder is being installed, this is where it will be placed; either direct to deck or onto a cementitious board or HD polyiso. A self-adhered vapor retarder installed at the deck significantly reduces the diffusion of moisture and blocks the movement of interior humid air up into the roof assembly. Any penetration needs to be flashed carefully to prevent interior air from bypassing the vapor retarder. Best practice is to field fabricate a collar out of the vapor retarder and wrap it around the pipe as shown here:

A target sheet is then placed over the collar and any remaining gaps can be sealed with GAF Flexseal™ Caulk Grade Sealant. The completed flashing is shown below:

Important – as shown in the schematic above, sometimes the gap around a deck penetration is larger than can properly support a flashing. When this is the case, be sure to fill the gap with foam, using a foam pack, to act as a support and to block air flow. This also helps further reduce the risk of air infiltration from the building interior up into the roof assembly.

Insulation / Coverboards

It is not unusual to see gaps around penetrations through insulation and coverboards. These gaps don't just act as thermal bridges but they also allow air to freely move up into the roof assembly. This is especially true for mechanically attached membranes during wind events. Best practice is to fill the gaps with foam as shown here:

By filling any gaps between penetrations and insulation and coverboards, the risk of interior humid air reaching the underside of the membrane is minimized. This in turn reduces the risk of condensation issues in cold climates.

Important - Always make sure that the two layers of insulation have staggered and offset joints. If coverboard is used, also ensure that its joints are staggered and offset from those of the topmost layer of insulation. In this way, air movement up through the assembly can be minimized.

Single-Ply Roof Membrane

Penetrations through single-ply roof membranes can be sealed with field fabricated flashings or prefabricated accessories. While field fabrication can be successful, the risks of inconsistency and errors can be reduced by using one of a range of prefabricated accessories designed to help flash in penetrations. The GAF TPO Accessories are a good place to start, allowing many situations to be addressed such as inside and outside corners, penetrations, vents, and skylights.

Keeping with the example of a pipe penetration, the following shows how to properly install a pre-molded pipe boot:

Alternate Installation

Note that for a mechanically attached membrane, an additional four fasteners should be used around the penetration. A target patch can be required if the four fasteners need to be spaced further away from the penetration to ensure a good anchorage. However, the GAF vent boot is designed with a large 6 inch flange that often eliminates the need for a target patch.

Important – as has been stressed before, do a final check that gaps around the penetration are sealed with foam, before doing this final installation. In many cases, condensation issues first occur around a penetration due to the ability of interior air to bypass the insulation layers and reach the underside of the roof membrane. Note that GAF offers custom cylindrical pipe boots which can be custom fit to the penetration to eliminate any air on the inside of the accessory which can help reduce condensation.

Important Considerations

The purpose of this article is to provide some background information and design considerations for addressing roof penetrations. GAF manufactures and sells roof materials but is not responsible for building design and construction. Design responsibility remains with the architect, engineer, roofing contractor, or owner. This information should not be construed as being all-inclusive, nor should it be considered as a substitute for good application practices. Please consult your design professional for more information.

About the Author

Thomas J Taylor, PhD is the Building & Roofing Science Advisor for GAF. Tom has over 20 year’s experience in the building products industry, all working for manufacturing organizations. He received his PhD in chemistry from the University of Salford, England, and holds approximately 35 patents. Tom’s main focus at GAF is roofing system design and building energy use reduction. Under Tom’s guidance GAF has developed TPO with unmatched weathering resistance.

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This includes raw material supply, manufacturing, construction/installation, maintenance and repair, deconstruction/demolition, waste processing/disposal of building materials, and transport between each stage and the next. These embodied carbon phases are indicated by the gray CO2 clouds over the different sections of the life cycle in the image below.We often focus on "cradle-to-gate" embodied carbon because this is the simplest to calculate. "Cradle-to-gate" is the sum of carbon emissions from the energy consumed directly or indirectly to produce the construction materials used in a building. The "cradle to gate" approach neglects the remainder of the embodied carbon captured in the broader "cradle to grave" assessment, a more comprehensive view of a building's embodied carbon footprint.What is Operational Carbon?Operational carbon, on the other hand, is generated by energy used during a building's occupancy stage, by heating, cooling, and lighting systems; equipment and appliances; and other critical functions. This is the red CO2 cloud in the life-cycle graphic. It is larger than the gray CO2 clouds because, in most buildings, operational carbon is the largest contributor to total carbon.What is Carbon Dioxide Equivalent (CO2e)?Often, you will see the term CO2e used. According to the US Environmental Protection Agency (EPA), "CO2e is simply the combination of the pollutants that contribute to climate change adjusted using their global warming potential." In other words, it is a way to translate the effect of pollutants (e.g. methane, nitrous oxide) into the equivalent volume of CO2 that would have the same effect on the atmosphere.Today and the FutureToday, carbon from building operations (72%) is a much larger challenge than that from construction materials' embodied carbon (28%) (Architecture 2030, 2019). Projections into 2050 anticipate the operations/embodied carbon split will be closer to 50/50, but this hinges on building designs and renovations between now and 2050 making progress on improving building operations.Why Insulation?Insulation, and specifically continuous insulation on low-slope roofs, is especially relevant to the carbon discussion because, according to the Embodied Carbon 101: Envelope presentation by the Boston Society for Architecture: Insulation occupies the unique position at the intersection of embodied and operational carbon emissions for a building. 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What is going on here?No, this roof does not have measles, it has a problem with thermal bridging through the roof fasteners holding its components in place, and this problem is not one to be ignored.As building construction evolves, you'd think these tiny breaches through the insulating layers of the assembly, known as point thermal bridges, would matter less and less. But, as it happens, the reverse is true! The tighter and better-insulated a building, the bigger the difference all of the weak points, in its thermal enclosure, make. 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Likewise, The National Energy Code of Canada for Buildings: 2020 addresses thermal bridging of a number of building components, but also explicitly excludes fasteners: "in calculating the overall thermal transmittance of assemblies…fasteners need not be taken into account" (Section 3.1.1.7.3). Admittedly, point thermal bridges are often excluded because it is challenging to assess them with simple simulation tools.Despite this, researchers have had a hunch for decades that thermal bridging through the multitude of fasteners often used in roofs is in fact significant enough to warrant study. Investigators at the National Bureau of Standards, Oak Ridge National Laboratory, the National Research Council Canada, and consulting firms Morrison Hershfield and Simpson Gumpertz & Heger (SGH), have conducted laboratory and computer simulation studies to analyze the effects of point thermal bridges.Why Pay Attention Now?The problem has been made worse in recent years because changes in wind speeds, design wind pressures, and roof zones as dictated by ASCE 7-16 and 7-22 (see blogs by Jim Kirby and Kristin Westover for more insight), mean that fastener patterns are becoming denser in many cases. This means that there is more metal on average, per square foot of roof, than ever before. More metal means that more heat escapes the building in winter and enters the building in summer. 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The results might surprise you.First, it's no surprise that the fastener reduced the R-value of the 2' x 2' sample of ISO alone by 4.2% in the physical sample, and 3.4% in the computer simulation (Case B-I compared to Case A-I).When the HD ISO was added (Cases II), R-value fell by 2.2% and 2.7% for the physical experiment and computer simulation, respectively, when the fastener was added. In other words, adding the fastener still caused a drop in R-value, but that drop was considerably less than when no cover board was used. This proved what we suspected, that the HD ISO had an important protective effect against the thermal bridging caused by the fastener.Next, we found that the steel deck made a big difference as well. In the physical experiment, the air contained in the flutes of the steel deck added to the R-value of the assembly, while the computer simulation did not account for this effect. That's an item that needs to be addressed in the next phase of research. 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The following example was explored in a paper by Taylor, Willits, Hartwig and Kirby, presented at the RCI, Inc. Building Envelope Technology Symposium in 2018. In that paper, the authors extended computer simulation results from a 2015 paper by Olson, Saldanha, and Hsu to a set of actual roofing scenarios. They found that the installation method has a big impact on the in-service R-value of the roof.They assumed a 15,000-square-foot roof, fastener patterns and densities based on a wind uplift requirement of 120 pounds per square foot, and a design R-value of R-30. In this example, a traditional mechanically attached roof had an in-service R-value of only R-25, which is a 17% loss compared to the design R-value.An induction-welded roof was a slight improvement over the mechanically attached assembly, with an in-service value of only R-26.5 (a 12% loss compared to the design R-value).Adhering instead of fastening the top layer of polyiso resulted in an in-service R-value of R-28.7 (a 4% loss compared to the design R-value).Finally, in their study, an HD polyiso board was used as a mechanically fastened substrate board on top of the steel deck, allowing both layers of continuous polyiso insulation and the roof membrane to be adhered. 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Installing an adhered cover board in general is good roofing practice for a host of reasons: they provide enhanced longevity and system performance by protecting roof membranes and insulation from hail damage; they allow for enhanced wind uplift and improved aesthetics; and they offer additional R-value and mitigate thermal bridging as shown in our recent study.Consider using an induction-welded system that minimizes the number of total roof fasteners by dictating an even spacing of insulation fasteners. The special plates of these fasteners are then welded to the underside of the roof membrane using an induction heat tool. This process eliminates the need for additional membrane fasteners.Consider beefing up the R-value of the roof insulation. If fasteners diminish the actual thermal performance of roof insulation, building owners are not getting the benefit of the design R-value. Extra insulation beyond the code minimum can be specified to make up the difference.Where Do We Go From Here?Some work remains to be done before we have a computer simulation that more closely aligns with physical experiments on identical assemblies. But, the two methods in our recent study aligned within a range of 0.8 to 6.7%, which indicates that we are making progress. With ever-better modeling methods, designers should soon be able to predict the impact of fasteners rather than ignoring it and hoping for the best.Once we, as a roofing industry, have these detailed computer simulation tools in place, we can include the findings from these tools in codes and standards. These can be used by those who don't have the time or resources to model roof assemblies using a lab or sophisticated modeling software. With easy-to-use resources quantifying thermal bridging through roof fasteners, roof designers will no longer be putting building owners at risk of wasting energy, or, even worse, of experiencing condensation problems due to under-insulated roof assemblies. Designers will have a much better picture of exactly what the building owner is getting when they specify a roof that includes fasteners, and which of the measures detailed above they might take into consideration to avoid any negative consequences.This research discussed in this blog was conducted with a grant from the RCI-IIBEC Foundation and was presented at IIBEC's 2023 Annual Trade Show and Convention in Houston on March 6. Contact IIBEC at https://iibec.org/ or GAF at BuildingScience@GAF.com for more information.

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