Extensive Vegetative "Green" Roofs

by Charlie Miller, P.E., Roofscapes, Inc.

Revised by the Chairs of the Building Enclosure Councils with assistance from Richard Keleher, AIA, CSI, LEED AP and Rob Kistler, David Altenhofen, and Ken Roko, of The Facade Group, LLC.

Assisting were Charlie Miller of Roofscapes, Inc., Brian Taylor of AMEC Environment & Infrastructure, Daniel Holahan of The Thompson & Lichtner Company, Mark Swansburg of Paradigm Partners, Rob Berghage of the Center for Green Roof Research, Penn State University, Charlie Sinkler of Apex Green Roofs Inc., Ed Tierney of American Hydrotech, Raoul Meekcoms and Todd Skopic of Henry Company, Tracy Byrd of Cetco

Last updated: 10-20-2011

Introduction

The intent of this guide is to provide information regarding the state of the art of vegetated roof design and construction.

Vegetated roofs, also known as green roofs, are thin layers of living vegetation installed on top of conventional flat or sloping roofs. We have chosen to use the word "vegetated" rather than the word "green" in this guide because a non-vegetated roof could be considered to be environmentally "green" without being vegetated. For example, due to it being white and therefore mitigating heat gain within the building and reducing heat island contribution, a white non-vegetated roof might be considered as being "green" or environmentally friendly. In other words, "green" has too broad of a connotation to be clear for use in this guide, and we recommend that the industry adopt the nomenclature "vegetated," rather than the overly broad "green."

Vegetated roofs protect conventional roof waterproofing systems while adding a wide range of ecological and aesthetic benefits. They are a powerful tool in combating the adverse impacts of land development and the loss of open space. However, there are many failed vegetated roofs, the result of a lack of significant published engineering standards, few enforceable warrantees, a proliferation of untried or shaky designs, and, most important, the almost complete absence of proper maintenance.

Vegetated roofs are divided into two categories: 1) extensive vegetated roofs, which are 6 inches or shallower and are frequently designed to satisfy specific engineering and performance goals, and 2) intensive vegetated roofs, which may become quite deep and merge into more familiar on-structure plaza landscapes with promenades, lawn, large perennial plants, and trees. This guide addresses only the more shallow extensive vegetated roofs.

The challenge in designing extensive vegetated roofs is to replicate many of the benefits of green open space, while keeping them light and affordable. Thus, the new generation of vegetated roofs relies on a marriage of the sciences of horticulture, waterproofing, and engineering.

The most common vegetated roof cover in temperate climates is a single un-irrigated 3- to 4-inch layer of lightweight growth media vegetated with succulent plants and herbs. In most climates, a properly designed 3-inch deep vegetated roof cover will provide a durable, low maintenance system that can realize the many benefits that vegetated roofs have to offer. Some manufacturers consider a landscape up to 8 inches deep to be extensive systems.

Description

A. Features

• Drainage: Vegetated roof drainage design must both maintain optimum growing conditions in the growth medium and manage heavy rainfall without sustaining damage due to erosion or ponding of water.
• Plant nourishment and support: The engineered medium must be carefully designed to provide for excellent plant growth, no wind scouring, and proper water holding capacity.
• Protection of underlying waterproofing systems: Vegetated roof assemblies must protect the underlying waterproofing system from human activities (including the impact of maintenance) and biological attack.
• Waterproofing and insulation systems: Waterproofing and insulation are critical components of the vegetated roof. Leaks are the last thing that an owner wants when the new roof is completed. And insulation is critical for saving energy.

A wide range of methods can achieve these functions. For instance, drainage layers may consist of plastic sheets, fabric or synthetic mats, or granular mineral layers. Similarly, the physical properties and performance characteristics of growing media (engineered soils) and plant materials may vary with the climate, plant community, or engineering requirements. Figure 2 shows a generic cut-away of a common type of vegetated roof assembly that utilizes a lower granular drainage layer in combination with an upper growth medium or substrate.

The selection of a particular approach may depend on performance-related considerations, such as runoff control, drought-tolerance, biodiversity, appearance or accessibility to the public. While many pre-engineered systems are currently available, it is frequently necessary to customize these systems to satisfy specific performance objectives.

B. Benefits

There are many potential benefits associated with vegetated roofs. These include:

• Controlling storm water runoff
• Improving water quality
• Mitigating urban heat-island effects
• Prolonging the service life of roofing materials
• Reducing sound reflection and transmission
• Creating wildlife habitat, and
• Improving the aesthetic environment in both work and home settings.

As a result vegetated roofs may be appropriate as an addition to many types of buildings, including commercial, industrial, institutional, and residential settings. On the other hand, the additional cost, possible water usage to irrigate the plants, and required ongoing maintenance may make them less appropriate.

1. Controlling Storm Water Runoff

The rapid runoff of storm water from paved areas and roofs contributes to destructive flooding, erosion, pollution, and habitat destruction. The capacity of vegetated roofs to moderate this runoff through both retention (water holding) and detention (flow-slowing) properties has been well-documented in Europe and increasingly in the United States. Vegetated roofs share many engineering features with conventional storm water management basins, and compared to many at-grade storm water management practices, vegetated roof covers are unobtrusive and reliable. Vegetated roofs may offer the only practical "at-source" technique for controlling runoff in areas that do not have adequate space on the ground to readily accommodate other methods of water retention.

Vegetated roof covers are particularly effective at controlling runoff on the large roofs typical of commercial and institutional buildings because typically a greater portion of these roofs can be vegetated than on other building types.

Reducing the volume and rate of runoff is important in urban areas because of flooding and water quality impacts (see Water Quality, below), and also in watersheds that drain to streams and other natural water bodies where uncontrolled urban runoff can lead to streambank erosion and channel degradation, and decreased baseflow. Vegetated roofs provide a means to mitigate some of these impacts from building development projects, particularly when used as part of a suite of low-impact development (LID) practices. Many jurisdictions (i.e. Seattle, Portland, and Philadelphia, to name a few) advocate for a combination of LID practices including vegetated roofs, rainwater harvesting, permeable paving, and bio-retention "rain gardens" to mitigate site impacts on water resources while creating "green stormwater infrastructure".

The ultimate storm runoff benefit that can be achieved by a vegetated roof cover is determined primarily by the climate patterns at the site and the design of the system (thickness, media type, and drainage layer construction). They can be designed to achieve specified levels of storm water runoff control, including reductions in both total annual runoff volume and peak runoff rates for storms. Careful selection of material properties, such as the water holding capacity and permeability rates of the growing media, can enhance annual runoff volume reduction and peak flow reduction capacity of the vegetated roof.

Many Western U.S. states have water rights laws that restrict how rainwater landing on a property may be used, as it is considered to be a water-of-the-state. Designers of vegetated roof systems, particularly those where runoff may be harvested for re-use or irrigation purposes, are advised to check with local municipalities to verify the acceptance of vegetated roofs and specific local agency requirements for such systems.

In contrast, some municipalities such as Chicago have taken the approach of mandating vegetated roofs on new building projects because of the host of benefits it brings to built-out urban areas. Other jurisdictions offer substantial tax benefits and subsidies to promulgate vegetated roofs (Portland, Oregon and New York for instance).

Reliable techniques for predicting the rate and quantity of runoff from vegetated roof covers have been used successfully to design integrated storm water management measures in Germany, where large zero-discharge developments that rely heavily on vegetated roofs are already operating.

In the U.S., studies have been performed to monitor the performance of vegetated roofs with regard to storm water runoff. Magnusson Klemencic Associates, a Seattle based engineering consulting firm, evaluated and monitored the stormwater control performance of five different vegetated roof systems from 2005 to 2007 in the Pacific Northwest climate. Even though this climatic region is characterized by a long rainy season where soils and media are frequently saturated, stormwater control capacity was demonstrated for the large storms that can cause urban flooding and sewer overflows. For other climatic regions and smaller storms, vegetated roofs typically have greater capacity for runoff control.

Water retained by a vegetated roof cover is ultimately returned to the atmosphere by evapotranspiration processes. In climatic zones where substantial rainfall falls during summer months, while evapotranspiration rates are highest, the vegetated roof is able to retain substantial amounts of rainfall and reduce annual runoff volumes. In climatic zones characterized by summer droughts and extended winter "wet seasons", such as the Pacific Northwest region, the capacity to reduce annual runoff may be limited by the lack of availability of rainfall during the peak evapotranspiration periods. Why reduce runoff volume? Because pre-developed landscapes yield less runoff volume, and returning the hydrologic cycle to pre-developed conditions is a goal of some sustainability metrics, or may be required to restore the health of aquatic resources (e.g. fisheries/salmon runs). How can runoff volume be reduced? Through evapotranspiration, infiltration into the ground, or using harvested water.

Comparatively, evapotranspiration from a green roof is greater than those systems most typically used to detain (slow) stormwater runoff in urban landscapes, specifically detention tanks and vaults.

That being said, if you can do at-grade landscaping—i.e. rain gardens, bioswales, etc., it will almost always be more economical than a vegetated roof.

2. Improving Water Quality

By reducing both the volume and the rate of storm water runoff, vegetated roofs benefit cities with combined sewer overflow (CSO) impacts. In cities with combined storm and wastewater sewer systems, storm water dilutes the sanitary waste water, rendering treatment less efficient. During heavy rainfalls these systems also overflow, discharging raw sewage mixed with runoff into the receiving streams, harbors, or oceans, resulting in ecological damage and human health hazards. Therefore, important water quality benefits (reducing CSO) are achieved by controlling runoff in those situations.

In addition, in urban areas, up to 30% of total nitrogen and total phosphorus released into receiving waterways is derived from dust that accumulates on rooftops. Acting as natural bio-filtration devices, vegetated roofs reduce this water contamination. In the Potsdamer Platz district of Berlin, extensive vegetated roofs have been employed on a large scale in an effort to reduce pollution of the River Spree. This is only a factor when an entire community practices storm water reduction, however. This program has demonstrated that extensive vegetated roofs can achieve large reductions in nutrient releases from roofs; however, the research also shows that the correct choices of growing medium and plant types are essential for success.

In some states in the western United States, there are laws that prohibit harvesting of stormwater. However, it appears that some of these laws are being eased. Check with your local code authority.

3. Mitigating Urban Heat-Island Effects

Covering dark conventional roofs with vegetated roofs can significantly reduce the temperature above the roof. Vegetated roofs have been shown in several studies, including the referenced Columbia University study, to provide comparable benefits to white or reflective roof surfaces in reducing the ambient air temperature. Unlike whit roofs, which tend to lose the ability to reduce temperature as they age, vegetated roofs continue to have the ability to mitigate the heat island effect.

4. Prolonging the Service Life of Roofing Materials

Forty years of apparently good experience with vegetated roofs in Germany suggests that they may have value in protecting waterproofing materials. The multiple layers of the vegetated roof protect the underlying roof materials from the elements in three ways: by protecting from mechanical damage (mostly from humans, but also from wind-blown dust and debris, and animals); by shielding from ultraviolet radiation; and by buffering temperature extremes, minimizing damage from the daily expansion and contraction of the roof materials.

Although modern green roof systems have not yet been in place longer than 40 years, many researchers expect that these installations will last 50 years and longer before they require significant repair or replacement.

5. Conserving Energy

Vegetated roofs have been shown to save energy, but comprehensive studies have not been performed, including impacts of the energy for maintenance. See the referenced Columbia University Study.

The largest share of the energy savings in the summer or warm months is from transpiration or the evaporation of water from plant leaves. Transpiration cools the surrounding air, thus lowering the temperature of the surface of the soil and thus decreasing the heat flow through the roof. The question is, where does the water come from? If it is rainfall and not from a city's potable water, then there is a benefit. In Arizona, where there is the most benefit of cooling, we are stealing from one bucket to pay for another. In the winter months there is an energy conserving benefit only if the soil remains dry. Wet soil conducts more heat.

There are studies that support the energy conservation aspects of vegetated roofs. See the Columbia University study and the study by Vidar Lerum of Arizona State University under "Studies" at the end of this section. Also, the MIT Design Advisor, http://designadvisor.mit.edu/design/, studies show extensive vegetated roofs to be better in every climate, in comparison to cool (low albedo) roofs. Their conclusion is that cool roofs are better for cooling, not surprisingly, but, even in warmer climates, this benefit is overshadowed by the better performance of vegetated roofs in the heating season. One must take into consideration, however, the added cost of vegetated roofs. The comparison to be made is whether adding more insulation would be a better bargain.

Vegetated roofs are potential energy savers, but the degree to which they do so is unclear at this time. The impact is highly dependent upon climate conditions and the insulation level of the underlying roof. For the most part, vegetated roofs have very little impact on building energy consumption for a new building built to modern energy codes (with high levels of roof insulation). Some retrofit applications, however, can result in non-trivial savings of both air conditioning and heating.

Vegetated roofs may provide significant cooling savings in the summer and some heating savings in the winter. But the research to date is not clear on the subject of the quantification of savings in real-world applications.

6. Reducing Sound Reflection and Transmission

Vegetated roofs have important acoustical benefits, especially for higher frequency sounds. Vegetated roofs have a higher weight, resulting in an increased degree of sound insulation.

Vegetated roofs can absorb a portion of the sound that otherwise bounces off hard roofing surfaces. See the referenced Ghent University study for more information.

7. Creating Wildlife Habitat

Vegetated roofs can be used to create wildlife habitats to supplement diminishing open space in developing areas. With thoughtful planting and avoiding pesticides, a mature, self-sustaining ecosystem will teem with insects, spiders, snails, and birds. Unless intimately connected to adjoining ground landscapes, habitat provided on vegetated roofs is unlikely to provide the same type or quality of 'ecological services' as restored native landscapes on the ground. Because of the relative isolation of urban vegetated roofs and their often exposed environments, these roofs should not be looked to as a replacement for lost native habitat. Rather, vegetated roofs can provide new ecological niches for birds and insects and contribute to increasing the encounter of urban dwellers with nature.

8. Improving the Aesthetic Environment

Vegetated roofs offer interesting new opportunities for architectural design. A vegetated roof can allow a structure to merge with the surrounding landscape, provide a dramatic accent, or reinforce the defining aspects of the structure's geometry. In Germany—and increasingly in the United States—vegetated roofs are frequently integrated into the design of hospitals and care facilities in order to provide a more restful and restorative environment for patients. Similarly, multi-unit residences and hotels will find that vegetated roof-tops views substantially enhance property values. In commercial settings, job satisfaction and effectiveness can be enhanced by providing window views of meadows or flower beds or relaxing garden areas for breaks or meetings.

When public access is allowed to vegetated roofs or other roof areas, additional building requirements usually apply. Accessible roof areas must include additional "live loads" in the structural analysis of the building. These areas would also include safety features such as railings and accessways that meet building codes for public areas. In most cases, restricting public access to extensive vegetated roofs can help to keep the building costs down. In those areas where public access is desired, frequently owners and architects will employ an intensive vegetated roof because the more robust building structure that results from applying the more stringent live loads will support the weight of the deeper growing media, which in turn can accommodate a wider range of uses such as lawn areas, vegetable gardens, or park-like settings that take advantage of the expanded planting palettes that are achievable with increased growing media depth.

9. Cost/Benefit

At present only green roofs that receive favored treatment and generous financial incentives will be able to show a positive return on investment. While it is true that cities with combined sewer outflow problems can (and do, in Germany) release large financial benefits from using green roofs to manage urban runoff, these savings must be transferred to property owners in the form of incentives for a vegetated roof to 'pay its way.' There are several cities in the United States where incentive packages make green roofs financially attractive for developers.

Applications

A. Design Factors

There are many interactive factors that vegetated roof designers must take into account, balancing many considerations for optimal performance in each setting, including:

• Climate, especially temperature and rainfall patterns
• Strength of the supporting structure
• Size, slope, height, and directional orientation of the roof
• Type of underlying waterproofing
• Drainage elements, such as drains, scuppers, buried conduits, and drain sheets
• Accessibility and intended use
• Visibility, compatibility with architecture, and owner's aesthetic preferences
• Fit with other "green" systems, such as solar panels
• Cost of materials and labor
• Local fire code restrictions
• Orientation of the building as it relates to surrounding buildings and shading
• Security and fall protection
• Required maintenance

During the design process, several professionals on the design team may need to participate. Besides the Architect and the structural engineer, participation by a landscape architect and a soils consultant may be required. The compatibility of the vegetated roof assembly, fertilizers, and pesticides with the waterproofing or membrane roofing is a critical design consideration, and consultation with waterproofing or roofing system manufacturers is usually necessary.

Standard landscaping work considers plant hardiness; tolerance for sun and shade; and preference for wet, dry, rich, poor, alkaline, or acid soils as the major concerns to influence plant selection. Vegetated roof assembly design must consider important additional factors such as the loads of saturated growing media and mature plants on building structure, the effect of wind and erosion on lightweight growing media elevated above normal grade, the temperature of the growing media around plant root systems, the depths of the growing media appropriate for plant root systems, and the risk of brush fire posed by seasonal or drought-condition dieback of some plant varieties if they are unattended. The last factor explains why succulents, which retain water in their leaves, are often used in vegetated roofs.

B. Integration With Other Green Design

Vegetated roofs can be designed in conjunction with solar panels and also work very well in combination with other 'low-impact' development measures, such as infiltration beds, rain gardens, bio-retention systems, cisterns and rain barrels. It is commonplace in Germany to find large developments that have zero runoff discharge. In these developments, rainfall is captured on the vegetated roofs, returned to ground water through infiltration, and re-used for irrigation, toilet flushing, etc.

C. Examples of Extensive Green Roofs in North America

Forty years of German experience and research indicates that extensive vegetated roofs will succeed in most climates, if properly designed. With appropriate plant selection, sufficient drainage, and adequate structural support for the additional dead weight, vegetated roofs can survive winter ice build-up and potential summer droughts. In North America, examples of extensive vegetated roof projects are present in all climate zones.

Because the few North American roofs that have been built to date demonstrate such a wide variety of settings and approaches, it is impossible to highlight "representative" case studies here. However, many updated case studies of vegetated roof projects, including both extensive and intensive designs, are available at Green Roofs for Healthy Cities.

D. Waterproofing, Protection Course, Leak Detection, Root Barrier, and Insulation

1. Waterproofing Membrane

Many premium roofing and waterproofing materials have been used in combination with vegetated roof installations. These include, but are not limited to polyvinyl chloride (PVC), thermoplastic polyolefin (TPO), ethylene propylene diene monomer (EPDM), modified bituminous sheet roofing membranes, hot fluid-applied rubberized-asphalt waterproofing membranes, other proprietary roof membranes available that the design team may consider with proper investigation. Note that asphalt-based and bituminous membranes and materials may be subject to root growth penetration and premature degradation from soil-borne microbial activity; therefore root barriers are necessary to protect these membranes. Other materials are likely to enter the industry as their suitability is proven in certification testing and prototype installations. However, in general, the membrane or the membrane combined with the root barrier used in all vegetated roof applications should exhibit the following properties:

1. High puncture resistance
2. Resistance to chemicals (e.g. fertilizer)
3. Low water absorption
4. Low vapor transmission
5. Be approved by the manufacturer for use with ponded water.
6. Be certified as passing a rigorous test for root penetration and biological test (existing recognized procedures are FLL and the Swiss Insurance Agency) if the assembly does not include a root barrier. A root barrier is required with EPDM and asphaltic membranes.
7. Have a track record of use as waterproofing in buried applications.
8. Have manufacturer-approved details suitable for the conditions on the project.
9. One source warranty from waterproofing through vegetation.

Worldwide, modified bituminous membranes, PVCs and hot fluid-applied rubberized asphalts are the most common. Many of these installations have now been in place for over 30 years and are believed to continue to perform as designed.

Preferential selection of membranes for waterproofing would be as follows:

1. If the deck is reinforced concrete, use reinforced hot fluid-applied rubberized asphalt, applied directly to the deck, in a protected membrane roof assembly (PMR) often referred to as an inverted roof membrane assembly (IRMA). This membrane is recognized by many waterproofing experts as being the premiere waterproofing product, especially where there is an overburden (planting or paving) that is expensive to remove and where the spaces beneath are of importance. The use of an adhered membrane prevents leaks from migrating laterally from the course of entry. Grid systems may also be employed to compartmentalize decks. If the deck is a steel deck, appropriate roof substrate sheathing (i.e., gypsum based boards, plywood) may be secured to the metal deck and the fully reinforced rubberized asphalt membrane applied to the surface. In many cases, the joints between substrate boards will need to be pre-detailed with rubberized asphalt membrane and appropriate reinforcing prior to the full membrane application.)
2. A second choice (less preferred) would be two layers of a modified bituminous rubberized asphalt cold-applied self adhering (use low VOC cold adhesive or could have adverse effect on plants) membrane, set in liquid rubberized asphalt with aromatic isocyanurate polyol liquid waterproofing membrane. An alternative is a high-quality single-ply membrane with a track record for vegetated roofs. And there are hybrid systems such as a TPO membrane set in hot rubberized asphalt. In this system the TPO acts as a root barrier as well as providing a second membrane. All of these are PRM systems. The first objective is to design to avoid leaks. Then worry about finding leaks. The easiest leaks to find are when a membrane is fully bonded to a concrete substrate, as it is nearly impossible for the leak to travel horizontally under the membrane.
3. A third choice (even less preferred) would be to use a conventional (non PMR) configuration, with a minimum 60 mil thick reinforced roofing membrane with the insulation below the membrane. Membrane preferences should be either 80 mil reinforced TPO/PVC, 90 mil non-reinforced EPDM. Single Ply membranes utilizing this configuration are gaining in popularity, especially in a tray based assembly. Various roof membranes are used in this configuration, as noted above at the beginning of this section. A conventional configuration may make sense in warmer climates where the addition of a vapor retarder below the insulation would not be required. See the discussion below, under Insulation regarding vapor barriers. Note that a conventional configuration is required by some insurance underwriters.

Provide for proper waterproofing terminations and counterflashing at or preferably above grade, either lapped into through-wall flashing at the backup wall or (where this is not possible) tucked into flashed reglets at the face as required by the specific material supplier/manufacture. Test substrates and adjacent materials for bond and compatibility. The dryness of concrete substrates can be tested with simple poly tests (ASTM D4263) for moisture content. Peel test initial applications for proper bond to the substrate. Perform leak detection tests (see below).

Caution is urged regarding the use of single ply roof membranes manufactured in the United States in vegetated assemblies. US materials should not be justified based on European precedents. There are substantial differences between the actual products and installation (not to mention climate) and very different performance results. Be sure that the membrane is the EXACT same in every way to the physical characteristics and manufacturing as in the European precedent. Also, verify that all of the conditions of the adjacent materials and substrates the same. Finally, is the quality of construction the same?

As noted in the draft ASTM standard¹, "exposed surfaces of the roofing/waterproofing membrane system (e.g. flashings and penetrations) may become the most important factor in determining the longevity of an installation. Consequently, consideration should be given to providing protection for all surfaces of the roofing/waterproofing system. For instance, flashings should be protected with a durable and U-V resistant protection layer or counter-flashing."

Consider adding a drainage mat directly above the root barrier, to promote removal of water above the membrane. This mat should be of an interwoven type, rather than dimpled or high-hat, to limit the loss of R-value due to the presence of the mat. It should have a compressive strength suitable to carry the loads above (minimum 20,000 psf).

The use of electric leak detection (see below) is recommended for all systems. Electric leak detection can precisely locate the source of leaks below the planting system. The leak detection wiring can be left in place so that leaks can be located in the future without requiring overburden removal. Some manufacturers require the detection system to be left in place in order to include overburden removal in their warranties.

Insulation should be multi-layered extruded polystyrene foam for PRM systems. All seams in insulation layers should be staggered from the layers above and below by a minimum of 6 inches. It is recommended (and required by some insulation manufacturers) to include an aeration layer in direct contact with the insulation board in order to maintain long term thermal retention. Polyisocyanurate foam insulation may be used when the insulation is below the membrane. When insulation is installed below the membrane, a high density cover board should be installed, in adhesive, to avoid mechanical fasteners directly under the membrane.

For both the PMR configuration and the conventional roof configuration, providing at least a minimum code compliant slope to drain, typically ¼ inch per foot for the waterproofing membrane, is always recommended. The "ideal" balance between a swift release of excess water, which is beneficial, and the risk of damage/degradation of certain materials, which is undesirable, should be sought. A 2% roof slope (1/4 inch in1 foot) is the minimum recommended slope. Steeper slope (up to 4%) may help with drainage and may help reduce ponding, which could be desirable for wood or light steel framed systems susceptible to excessive deflection. In accordance with NRCA, verify that deflection allowable under the structural design does not result in ponding. Verify that local code, membrane manufacturer or owner's standards do not require steeper slope. Benefits of steeper slope are offset by excessively thick insulation (if tapered insulation is used), increased number of roof drains with increase in associated piping, and potentially higher perimeter walls or parapets.

As noted in the draft ASTM standard¹, "vegetated (green) roof systems can be adversely affected by either excessive or insufficient drainage capacity. The first concern of the designer when addressing drainage should be to insure that the vegetative (green) roof system can efficiently percolate and discharge the underflow associated with mandated design storms. Unless specifically designed to generate surface runoff, vegetative (green) roof systems should not experience ponding or surface flow when subjected to rainfall events that would be normal for a typical year. All drains and scuppers should be protected from clogging caused by accumulation of foliage or debris. Conventional 'beehive' or 'bonnet' strainers are not suitable for this purpose. Chambers with removable lids are recommended for use at all drains and scuppers. Surrounding all drains and scuppers and depressions where underflow concentrates, coarse stone aggregate should be placed to facilitate percolation and horizontal flow toward the drainage facilities. The second concern of the designer should be to avoid excessive drainage of the vegetative (green) roof system which may lead to perennially stressed conditions for the plants and, in extreme conditions, plant mortality."

In all instances, materials, methods of installation, and quality assurance/quality control procedures must be more stringent when vegetated roof installation is involved. Waterproofing materials cannot withstand decades of root and biological attack unaided. Provide a root barrier, as discussed elsewhere, to protect the membrane. For information and standards pertaining to waterproofing materials, consult the WBDG chapter on Below Grade Systems and the National Roofing Contractors Association (NRCA) or ASTM International (ASTM).

Matrix of Extensive Roof Waterproofing Systems

Configuration:	Organization:
	FM Global	NRCA
PMR      Concrete Deck      Steel Deck	X See note 1 X See note 2	√ √
Conventional Roof      Concrete Deck      Steel Deck	√ See note 2	X X

Note 1: FM Global requires 8 inches of growth media with a PMR configuration (see section 2.2.3.2.2 of FM 1-35). Hence, they do not allow an extensive vegetated roof in this configuration, because an extensive vegetated roof is less than 6 inches thick, by definition.

Note 2: FM Global allows a vegetated roof over a steel deck with an appropriate FM fire test and suggests (par. 2.2.12.2 of FM Loss Prevention Data Sheet 1-35) that vegetated roofs be evaluated for interior fire exposure (as regards a Class I or Class II rating) in the same manner as for conventional roofing systems on metal deck.

For more information on waterproofing systems, refer to the Below Grade Systems chapter of the Building Envelope Design Guide.

2. Protection Course

A protection course (PC) is typically only required for hot fluid applied systems. This is typically a modified bitumen (MB) base ply approximately 80 mils thick with a sanded surface. This MB ply gets embedded into the top layer of hot fluid applied membrane while the membrane is still hot and tacky. This PC becomes integral with the membrane forming a very robust monolithic system.

3. Leak Detection

Verify the integrity of the waterproofing membrane prior to installing the vegetated roof assembly. If possible, leak detection should be performed prior to the installation of protection boards and non-conductive root barriers to allow more precise location of leaks.

Inexpensive methods for locating damaged waterproofing underneath vegetated covers are available. These include spray testing, standing water flood testing, flowing water testing and the electric leak detection procedure.

A standing water test can be conducted by plugging the drains and creating dams to contain water to a depth of 2" minimum at the high point for 24–48 hours. See ASTM D 5957 for guidance.

A flowing water test is conducted by applying a continuous flow of water across the entire membrane without plugging drains for a period of 24–48 hours.

Electric leak detection is the preferred method of leak detection. Low and high voltage leak detection methods are available. There is, and probably will continue to be, disagreement as to which method is better. Some of the pros and cons are given below. Electric leak detection provides the precise location of leaks, but is generally not acceptable for use with black EPDM membranes due to the high conductivity of carbon black in the membrane.

Low Voltage (LV) Testing: With LV testing the surface of the roof membrane is moistened (not flooded) to create an electrically conductive medium. A conductive wire loop is laid out on the membrane around a section of the area to be tested. The wire can be left in place, so that the roof can be retested for leaks. LV testing can be done in the rain. However, elements such as roof drains may need to be inspected and tested separately because they must be isolated from the electric leak detection process.

High Voltage (HV) Testing: HV testing may take less time to perform compared to LV testing. Also, areas immediately adjacent to elements such as drains can be tested. The membrane must be dry. Laps may be more difficult to test than with LV testing. As a result, white EPDM may be difficult toe test, as well as black EPDM. Care must be taken not to damage the membrane due to the high voltage. Tests must be run and baseline readings taken to calibrate the equipment to prevent damage.

For more information on leak detection systems, refer to the Below Grade Systems chapter of the Building Envelope Design Guide.

4. Root Barrier

In the case of most single-ply membranes used in vegetative roofing (PVC, and TPO) the membrane itself doubles as the root barrier. With other systems (in particular, modified bituminous sheet roofing membranes, and hot fluid-applied rubberized-asphalt) an additional root barrier is required. Typically, this additional root barrier is in the form of HDPE (high density polyethylene) or reinforced PVC. Depending upon the selection of plants, this membrane is between 10 mils to 30 mils thick. If there are laps they should be thermally fused. In the case of certain highly aggressive plants, a minimum 60-mil thick HDPE with welded seams should be utilized. Bamboo should not be used on a vegetated roof, due to the rhizomes (tips) that can penetrate many root barriers.

In some cases, the manufacturer of the MB Protection Course will infuse this layer with a root-inhibiting chemical, such as copper hydroxide. However, there is some evidence that, over time, these chemicals will breakdown reducing effectiveness and leach off the roofs into the receiving runoff. Copper hydroxide root barriers are banned in several European countries and Canada.

5. Insulation

Insulation should be located above the membrane, at least in cold climates or with high-humidity occupancies. In cold climates and with high humidity occupancies the need for a vapor retarder below the insulation would thereby create two vapor retarders (the waterproofing and the vapor retarder below the insulation). It is recommended to avoid two vapor retarders because any water that might get between them would be trapped and not be able to dry outward or inward.

It is suggested that the designer either perform a dewpoint analysis or refer to the NRCA Roofing and Waterproofing Manual for design calculations to determine if a vapor retarder below the insulation is required. The safest route is to locate the insulation above the waterproofing membrane in a protected roof membrane (PRM) or "IRMA" configuration, thereby avoiding the issues related to double vapor barriers. When necessary, multi-level drains to capture water from both the surface of the vegetated roof or ballast or paving and from the surface of the waterproofing membrane.

Use only extruded polystyrene insulation because it does not absorb water, especially if (when) the insulation is located above the waterproofing membrane as is recommended above. Boards need to be specifically manufactured for this application. To account for the R-value reduction due to the minor water absorption that occurs in PMR roofs, it is recommended that the designer reduce the board's initial R-value by 10%.

E. Moisture Retention / Drainage Composites and Filter Fabric

1. Moisture Retention / Drainage Composites (Panels)

The primary function of these composites is to retain and store water for future evapo-transpiration for the plants. These composites consist of a high-strength dimpled water-retention polymeric core laminated with a top soil filter fabric and bottom protection fabric. They retain various amounts of water based on their design and thickness ranging from 0.06 gal/ft² to 0.16 gal/ft².

2. Filter Fabric

A separate filter fabric is not needed when using a Moisture Retention / Drainage Composite that integrates a filter fabric. A separate filter fabric must be added for: 1) Moisture Retention / Drainage Composites that do not include a topside filter fabric, or 2) aggregate drainage layers, or 3) Moisture Retention / Drainage Composites that are designed to be in-filled with drainage aggregate. The primary function is to keep fines from the growing media out of the drainage layer below.

This fabric is typically a non-woven polypropylene or polyester geotextile that is non-biodegradable, tear resistant and has high water permeability. Fabric should also be used to protect flashing membranes from direct contact with media at perimeters and penetrations.

F. Plantings

1. Introduction

To quote Edmund and Lucie Snodgrass from their book, "Green Roof Plants," "their benefits notwithstanding, vegetated roofs present a number of challenges that must be understood and addressed if they are to succeed in North America as more than high-end amenities or environmental anomalies. First, the paradigm must shift away from thinking of vegetated roofs as "regular" gardens, only elevated. They are not like regular gardens; unlike natural landscapes, vegetated roofs have no equivalent in nature. They are engineered, fabricated systems and thus present unknowns for most landscape designers, architects and installers."

2. Growing Media

The growing media should be a well-drained engineered mineral soil and must be carefully designed for grain-size distribution, void ratio, moisture retention, etc. Aged compost should have been covered to protect it from weed seeds. In cold climates the media should also be resistant to breakdown from freeze/thaw. The organic matter content, based on the loss on ignition method should not exceed 10% (dry weight), according to some experts. Other experts advise that the organic content can be as high as 15% in dry climates. FLL (see below, under Manuals) doesn't recommend more than 8%. Although FLL is the purported standard of the industry for growing media, there is disagreement on how closely one must adhere to their standards. Over time, oxidation and biodegradation will result in a stable organic content in Sedum-based extensive green roofs of about 4%. The water holding capacity under drained conditions should equal, or exceed, 30% (volume) for most applications (ASTM E2399). The air-filled porosity (i.e., porosity measured at after the media has been compacted and saturated should exceed 6% (ASTM E2399).

The air-filled porosity should be between 6% and 10%, depending on the method of measurement. Methods that rely on measuring the specific gravity of particles will generally result in higher estimates of porosity, since they incorporate sealed pores that are not available to absorb water. Methods that measure only pore volume available in a media, like ASTM E2399, will result in lower estimates. When ASTM E2399 us used, air-filled porosity should exceed 6%. It is important to cite the methodology in the specification that the air-filled porosity will be based on. Air-filled porosity for media comprised of sound mineral particles should remain stable over time. The aggregate in media should be tested for soundness using ASTM C88. In addition to porosity, media should be well-graded (as opposed to gap-graded) and the organic materials should not be relied on to contribute the structure of the media.

The mineral portion of the media should be uniformly graded in order to minimize the potential for settling or migration of fines. So-called gap-graded materials should be avoided. The permeability of the media may vary depending on the plant type, assembly type, climate, and system thickness. However, in all cases the permeability should be sufficient to promote percolation of rainfall and avoid surface ponding or surface runoff. In some applications it may be advantageous to provide a profile with layers of differing porosity and permeability.

The media should be formulated to provide a stable pH within the desired range for the intended plant community. Investigate the appropriate cation exchange capacity and sodium adsorption ratio. It is recommended that a soils consultant familiar with vegetated roof growing media be engaged if the designer does not have the necessary expertise in-house. For many projects lightweight media will be required in order to comply with dead load limitations or reduce the costs associated with the roof structure. There are many lightweight mineral materials which may be suitable, including pumice, scoria, and expanded shale or slate (ESCS).

Over time, winnowing by wind and post-installation compression can be expected to reduce the media thickness by about 10%. Note that ASTM E2399 involves compressing a sample under conditions that are intended to replicate long-term compression under foot-fall. During initial placement, media is rarely compacted to this level. Therefore, it is good practice to install 10% more media than called for in the green roof profile.

3. Irrigation

In many areas of the United States it is possible to design green roofs without irrigation. That being said, it is essential to provide hose bibs where an irrigation system has not been used in case irrigation should become necessary. Even in arid climates, the demand for irrigation water can be greatly reduced by introducing water at the bottom of the green roof profile. However, during the 2–3 year establishment period most plants will require water to be introduced at the top or near the top of the profile until the root system becomes more fully extended. Spray irrigation should be avoided, except as a temporary means of irrigation during establishment or during emergency drought conditions. The design of the green roof profile should encourage plant roots to grow to the base of the profile. Filter fabrics should be 'root permeable.' The total thickness of the profile should not exceed the natural root depth of the plants selected for the plant community.

• Given the misunderstood maintenance requirements for roofs, it could be argued that a permanent irrigation system is more efficient than random hand water by untrained building maintenance personal (which is often the case).
• A properly adjusted irrigation system (by experienced installers) will almost always be more efficient than hand watering technique, if hand water is ever done.
• In every project case, both from the client's expectation, regional location and site-specific issues should be considered when talking about irrigation and it potential implementation. The question that should always be asked is…Is it better to use some water, through proper irrigation layout and design and control/clock settings, to maintain a vegetated roof to gain all the benefits of vegetated roofs, or not use any at all and have a dead, brown, vegetated roof? A dead roof does nothing.

4. Vegetation

Also from Snodgrass, "Since extensive vegetated roofs are traditionally non-irrigated and consist mostly of lightweight, inorganic medium, a plant specification list for a vegetated roof is quite different from one for a ground-level garden. This point cannot be overstated; most herbaceous perennials, including natives, that otherwise might work well for the hardiness zone of a given roof still will not be suitable for a vegetated roof microclimate. In addition, the average inorganic vegetated roof medium will not support most large root systems or their nutritional requirements, further limiting plant choices to those with shallow root systems and an ability to store water."

All vegetated roof planting plans should include drought-tolerant evergreen ground-covering plants. Varieties should be selected that are adapted to the particular climate, keeping in mind that conditions on roofs are more severe than on the ground. In general, initial plant densities should be greater than recommended for similar ground plantings. In temperate climates, varieties of Sedum are particularly well adapted for this purpose. Different ground-covering plants that may appropriate in other climates include species of: Potentilla, Carex, Phlox, Delosperma, Crassula, Portulaca, and Aloe. In some instances it will make sense to establish a stable ground cover before introducing other plants. To provide a vigorous multi-seasonal ground cover and to minimize problems associated with disease, insects, or climatic stresses, it is best to avoid large drifts of a single species.

There are four methods for establishing plants: direct seeding, plug planting, pre-grown mats, and modular systems.

1. Direct Seeding Method. Some succulents, including Sedum, can be established from stem pieces (cuttings). Each node on the stem can generate roots that will grow into the soil. In mild weather and with the assistance of temporary irrigation, Sedum cuttings can be relied on to generate a uniform ground cover. Other plants can be established from seed. These include Allium, Chrysanthemum, Talinum, Dianthus, Achillea, and Phlox, as well as many grass varieties. In many instances seed and cuttings may be sown together. The designer should consult the nursery or plant provider for appropriate seasonal planting windows. When using the direct seeding method, it is very important to provide a surface protective layer that will reduce desiccation and protect the media and young plants from wind scour. Examples are hydro-mulch, plant fiber blankets, and photo-degradable netting. Uniform foliage cover should be achieved within 2 years in most cases. Be sure that cuttings are not budding or in flower; the plants will be putting much of their energy into reproducing and will not root as readily.
2. Plug Installation. There are many plants that cannot be reliably established from cuttings or seed and which are also not suitable for the production of pre-vegetated mats. For these plants, plug installation is the only option. Also, in order to increase plant diversity, plugs can be installed into a foundation ground cover established using direct seeding or pre-vegetated mats. The survival rate is generally better when starting with plugs than with larger plants (e.g, quart- or gallon-sized plants). For extensive green roofs, 3–inch deep plugs are ideal. Roots should be dense and extend the full depth of the plug. A minimum initial planting density, in most cases, will be two plugs per square foot. More plugs, up to about double that density (4 plugs/square foot) will increase the rate of development of full plant coverage. Plugged installations typically include ornamental varieties and mixtures of perennials. Allow 2 to 3 years for the foliage cover to become fully developed. At least 30% of the plants in any drift should be robust ground covering varieties or native grasses. Plugs should be propagated in sterile nursery medium, according to the plant provider's recommendations. It is not necessary or advisable to start plants in growth media. In temperate climates temporary irrigation may not be necessary. Most plugs can be safely installed after the ground is not frozen in the spring up to about one month before the anticipated first hard freeze in the fall.
3. Pre-vegetated Mats. Depending on the plant varieties, density of planting, care during establishment and time of year, it will take a 3 to 6 month growing season to propagate pre-vegetated mats. Suppliers of pre-vegetated mats keep standard plant selections in inventory. These can often be purchased on short notice. However, sufficient time for propagation must be provided when custom plant selections are desired. Many plants are not suitable for propagation in mats because they cannot tolerate the harvesting and shipping process. Sedum is particularly well adapted for establishment using mats. It is common practice in the production of pre-vegetated mats to mix fast covering varieties with smaller quantities of slower growing, but more rugged, varieties. The slower growing plants will eventually dominate. Typical pre-vegetated mats are ¾ to 1–½ inches in thickness and range in size from 2 square feet to 25 square feet in area. The mats incorporate a fiber, fabric or mesh reinforcing layer which prevents them from disintegrating during shipping and handling. Pre-grown mats can be installed in association with any green roof assembly type. For best results, mats should be well integrated with the underlying soil (avoiding bridging of the mats and air pockets) and irrigated regularly during the first growing season.
4. Modular Systems: Modular, or tray, systems provide small units (usually 4 to 8 square feet per module) with pre-installed media, accessory components, and plants. Modules may be established at the nursery using the direct seeding or plug installation method. Some nurseries will ship the modules immediately after they are planted. Others will deliver modules with the plants fully 'grown out.' Custom plant selections will require 4 to 12 months for propagation, depending on the variety. Modules will require regular irrigation during the first growing season.

F. Ancillary Aspects

1. Slope

The minimum slope required by the International Building Code is 1/4 inch per foot. An ideal slope would be somewhere around one inch per foot. On a roof that is too flat, inadequate drainage can lead to damage to the membrane and plants. On the other hand, a steep slope will provide better drainage, but can lead to slippage of materials.

2. Steep Slope Roof Installations

To install extensive vegetated roof covers on pitches steeper than 2.5:12 (12 degrees) supplemental measures will be required to prevent sliding instability. Varied building systems have been developed to support vegetated covers on steeply pitched roofs. Pitched roof systems sometimes merge into vertical facade greening techniques.

The systems used to stabilize pitched roof installations depend on the underlying structural capacity and design, and the steepness of the roof. These systems are typically placed above the waterproofing and are designed to accommodate movement of water through the vegetated roof components. The first level of intervention is to employ a geotechnical matting system (for example, "Enkamat®") that physically ties together the growing media and vegetation roots so the any localized slipping of material is held in check by the mass and friction of the overall assembly (Figure Z).

As roof pitch increases above 4:12, a higher level of intervention is required to transfer the weight of the vegetated roof system to the structural framing system for the building. A professional specializing in sloped roof designs should be consulted for vegetated roofs on pitches steeper than 2:12. These systems are typically "cellular"; a framing or geo-composite material creates void cells when placed, which are then filled with the growing media and planted, creating a "matrix" of reinforcing material and vegetated roof components. Cables or tendons (in tension) within the matrix transfer the pull of gravity on the system upward to the ridge of the roof, where it can be physically tied to the structural frame for the buildings (Figure x). Several manufacturers also provide rigid cribbing style framing systems that transfer the load downward, and the weight of the vegetated roof "matrix" becomes a compressive load on the eave or parapet of the building. Other methods such as adhered or fastened edging, composite nailers, "stepped" EPS, etc. may also be employed. Consult a structural engineer familiar with this type of construction.

3. Wind Resistance Systems and Structural Loading

Comply with applicable code requirements for loading criteria, typically ASCE 7 and ANSI/SPRI RP-14 Wind Design Standard for Vegetative Roofing Systems. It is recommended to at least follow RP-14, even if not required by code, to establish a minimum level of performance.

Follow the project's structural engineer's advice regarding allowable loads. As noted in the draft ASTM standard¹, "The introduction of a vegetative (green) roof system to a new or existing structure has an effect on both the live and dead loads. The addition of materials over the roofing/waterproofing membrane system associated with vegetative (green) roof systems usually increases the dead load in varying amounts, based on the number, composition, and thickness of the layers of the system. Because of the transient water retention capacity of vegetative (green) roof systems, the live loads may increase as well. In accessible roofs, the live loads created by human occupants should be taken into account. Minimum live load allowances for access by pedestrians, as well as by maintenance personnel apply in most jurisdictions. Consideration of appropriate design loads is the responsibility of the project engineer and should be addressed before the vegetative (green) roof system is designed."

If the project is insured under FM Global, then also comply with FM Data Sheet 1-28. Note that FM tends to assume the most conservative situation, such as requiring that the designer assume that the vegetative cover may have blown off due to lack of moisture content. Given the paucity of reliable data, some designers may wish to also make this assumption based on criticality of performance, expected maintenance and other criteria.

FM Global calls for a minimum of eight inches of vegetated roof media if it is to be used as ballast (FM Data Sheet 1-35, par. 2.2.3.2.2). In addition, the design should use a safety factor of 1.7 for wind uplift calculations based on Data Sheet 1-28. These requirements may be in excess of what would be required if the project is not FM insured.

Where a project requires compliance with FM Loss Prevention Data Sheets, those requirements govern where they are more stringent than those noted herein. Calculations proving that the ballast is adequate in preventing uplift needs to be provided on a project-by-project basis. If the project does not require compliance with FM Loss Prevention Data Sheets, then going less than that noted in Data Sheet 1-35 should be backed up by calculations.

Once plant material is gone and bare media is exposed perhaps due to drought or lack of maintenance, there is an immediate threat that the soil may begin to blow away and the entire roof can 'unravel.' It is prudent to include netting or a wind blanket at least until the plants have established themselves so that the plants can grow through but will hold the soil together. The key to achieve a successful wind protection is devising a way to secure the netting without using staples, stakes, etc. that can pose a risk to the waterproofing. The materials should be resistant to UV (although they do tend to become rapidly concealed by soil and plants).

There is usually a vegetation-free zone (often stone ballast or pavers) at the perimeter to prevent scouring at the highest wind zones. ANSI/SPRI RP-14 (Wind Design Standard for Vegetative Roofing Systems) can be consulted for guidance with respect to the design of these zones.

4. Wind and Fire Resistance

The wind and fire resistance of vegetated roof assemblies have not been attended to by the industry or the codes and standards organizations. It may be that there is not a history of loss sufficient to warrant more concern or that there simply isn't enough information to deal with these aspects of vegetated roofs in a more instructive way. Fire properties of protection boards and thermal barriers over a steel deck or underlayment over a steel deck with a PMR are of particular importance given the presence of combustible material associated with typical vegetated roof assemblies. Current practice tends to specify that the membranes meet UL or FM Global requirements and add the vegetated system. In the absence of better criteria, it is recommended that available criteria be conservatively assessed and that proposed vegetated systems be reviewed carefully with the local building official.

5. Modular Systems

Modular systems involve installing the vegetated roof system inside plastic trays. Use of these systems does not relieve the designer from responsibility for considering the integrity of the underlying waterproofing system, nor does it make location of damaged waterproofing easier, it does provide cleaner and simplified access and vegetated roof replacement in the case of potential leak repairs. However, these systems can be useful when designing small gardens on residential property or terraced commercial roofs. They also preserve flexibility to re-arrange landscape designs in the future. Owners who wish to engage in active gardening will find modules a convenient way to do this without damage to their homes' waterproofing.

6. Solar Reflectance

Review your project for possible solar reflectance from adjacent buildings, mechanical equipment, photovoltaic panels, etc. that may reflect sunlight onto the vegetated roof. Reflected sunlight may burn local areas. It has been seen even in September in New England.

7. Public Access

If the public is allowed access to vegetated roofs, provide guardrails to prevent falling and provide measures to protect the plants from damage.

G. Maintenance and Warranties

Specify a maintenance period long enough to ensure the initial establishment of healthy plants. Advise the owner that the vegetated roof should thereafter be maintained by trained personnel at least twice a year.

Provide easily accessible inspection chambers in drainage outlets to ensure that the drainage system can be cleaned of roots, displaced growth media and ballast, dead foliage, and other debris and otherwise be maintained.

In general, warranties insure the owner against defective products and/or inadequate installation by the contractor. They can cover all products of the green roof installation including the waterproof membrane, root barriers, filter fabrics, growth medium, drainage layers, etc. as well as the workmanship of the installation subcontractors. There are several waterproofing manufacturers that will warrant the entire vegetative roof system, including removal and restoration of the overburden, if they provide all of the materials in the original construction.

Some items to consider regarding warranties on a project-by-project basis:

1. The durability of all components.
2. Are all features regarding the green roof system, from waterproofing membrane to growth medium, being provided by a single-source manufacturer and installed by one contractor? Obtaining all components from one manufacturer ensures that all components will be covered under one warranty and that there will not be disputes over liability in case of an issue.
3. If the various manufacturers and/or contractors are involved, it is important to clearly define the extent of each warranty and what those warranties cover. For instance, does the membrane warranty also include reasonable uncovering and restoring the vegetative assembly in order to perform the warranty work?
4. Are plants covered by the warranty? Many green roof warranties do not cover plant survival while some include it provided the owner also purchases a maintenance package.

Relevant Codes and Standards

In the United States, vegetated roof designs are generally regulated using existing standards for ballasted roofs. The International Code Council (ICC) code, used for guidance by many municipal authorities and referenced by many state codes, recognizes roof gardens and landscaped roofs. It requires that the 'wet weight' of the vegetated roof be treated as an additional dead load. It also supplies live load requirements for maintenance-related foot traffic and for regulated pedestrian access. ICC also provides standards for parapet heights and requirements for railings.

Check with your local code official regarding the local code requirements for vegetated roofs. Also consider compliance with the standards listed at the end of this page.

Trade organizations such as National Roofing Contractors Association (NRCA) are developing guidelines for waterproofing with vegetated roof installations in mind. In addition, ASTM International (ASTM), through the Green Roof Task Group E06.71, is in the process of developing guidelines and testing procedures specifically for vegetated roof products. For more information, see the ASTM's work group web site.

However, at present, the most comprehensive guidelines for vegetated roof construction, especially for growth media, are those developed by Forschungsgesellschaft Landschaftentwicklung Landschaftsbau. e.V. (FLL) in Germany Guideline for the Planning, Execution and Upkeep of Green-Roof Sites (Richlinien für die Planung, Ausführung and Plege von Dachbegrünung). These standards and guidelines are comprehensive, and include industry standard tests for growing medium weight, moisture, nutrient content, grain-size distribution, etc. for 90% of the climate zones in the United States. But they do not include plant recommendations. The 2008 edition of the guide is available in English. FLL also certifies laboratories to conduct critical tests such as the root penetration resistance of waterproofing membranes. Many vegetated roof products available in the United States have FLL certification. Although its principles apply to vegetated roofs in the United States, its specific recommendations apply to a central European climate.

Standards

ANSI Standards

• ANSI/SPRI RP-14 Wind Design Standard for Vegetative Roofing Systems (PDF 1.5 MB)
• ANSI/SPRI VF-1 External Fire Design Standard for Vegetative Roofs (PDF 125 KB)

ASTM Standards

• E2396 Standard Test Method for Saturated Water Permeability of Granular Drainage Media [Falling-Head Method] for Green Roof Systems.
• E2397 Standard Practice for Determination of Dead Loads and Live Loads associated with Green Roof Systems.
• E2398 Standard Test Method for Water Capture and Media Retention of Geocomposite Drain Layers for Green Roof Systems.
• E2399 Standard Test Method for Maximum Media Density for Dead Load Analysis of Green Roof Systems.
• E2432 Standard Guide for General Principles of Sustainability Relative to Buildings.
• Future ASTM E2777 draft by Work Group 25385 with a working title of, WK 25385—Standard Guide for Vegetative (Green) Roof Systems.
• Future ASTM standard by Work Group 29304 with a working title of, WK 29304—Standard Guide for Selection of Roofing/Waterproofing Membrane Systems for Vegetative (Green) Roof Systems. This is a draft standard and subject to change.

FM Global Standards

• Approval Standard #4477 for Vegetative Roof Systems (PDF 122 KB)
• Approval Standard #4470 for Single-Ply, Polymer-Modified Bitumen Sheet, Built-Up Roof (BUR) and Liquid-Applied Roof Assemblies for Use in Class 1 and Non-Combustible Roof Deck Construction (PDF 171 KB)
• Loss Prevention Data Sheet 1-28 Wind Design
• Loss Prevention Data Sheet 1-28R Roofing systems
• Loss Prevention Data Sheet 1-29 Roof Deck Securement and Above Deck Roof Components
• Loss Prevention Data Sheet 1-34 Hail Damage
• Loss Prevention Data Sheet 1-35 Green Roof Systems (PDF 1.19 MB)
• Loss Prevention Data Sheet 1-54 Roof Loads for New Construction (PDF 3.28 MB)

Footnotes:
¹ Future ASTM E2777 draft by Work Group 25385 with a working title of, 'WK 25385—Standard Guide for Vegetative (Green) Roof Systems.' This is a draft standard and subject to change.

Additional Resources

WBDG

Design Objectives

Sustainable—Optimize Site Potential, Sustainable—Optimize Energy Use, Sustainable—Protect and Conserve Water

Products and Systems

Buidling Envelop Design Guide: Roofing Systems

Federal Green Construction Guide for Specifiers:

• 07 10 00 (07100) Dampproofing & Waterproofing
• 07 33 63 (02930) Vegetated Roof Covering
• 07 50 00 (07500) Membrane Roofing
• 07 55 63 (07530) Vegetated Protected Membrane Roofing

MasterSpec® Section 32 95 00 (02940) Vegetated Roof Assemblies
Note that the Evaluations sheets make for a good manual, except that it has a major flaw; it refers only to conventional roofing systems, not to waterproofing systems.

General Information

Non-commercial organizations that can provide current lists of vegetated roof service providers and are a useful source of up-to-date information, include:

National Agencies and Nonprofit Organizations	Headquarters
U.S. Environmental Protection Agency	Washington, DC
U.S. Green Building Council	Washington, DC
Green Roofs for Healthy Cities Coalition	Toronto, ON, Canada

In addition, some regional groups and agencies have distinguished themselves in the promotion of vegetated roofs. These include the Earthpledge Foundation in New York City, Northwest Eco-Builders Guild, Green Roof Advisory Group (GRAG) in Austin, TX, Green Roof info Think-Tank (GRiT) in Portland, Ore. and Cleveland Green Building Coalition.

Design and Analysis Tools

The following table provides links to key analysis, simulation, and research evaluating and predicting the performance of vegetated roofs.

Benefit	Activity	Organization	Contacts
Storm Water Management	Analysis & Simulation	Roofscapes, Inc. & Optigrün Intl. AG	Charlie Miller
Storm Water Management	Research	Michigan State University	Bradley Rowe Clayton Rugh
	Research	North Carolina State Univ., Water Resource Institute	Greg Jennings Bill Hunt
	Research	Pennsylvania State Univ., Center for Green Roof Research	Rob Berghage
	Research	Portland Bureau of Environmental Services	Tom Liptan
Water Quality	Research	University of Applied Sciences Neubrandenburg	Manfred Köhler Marco Schmidt
	Research	Pennsylvania State Univ., Center for Green Roof Research	Rob Berghage
	Research	Canadian National Research Council, Inst. for Research and Construction	Karen Liu
	Research	British Columbia Institute of Technology	Maureen Connelly
Habitat Creation	Research	University of Applied Science Wädenswil	Stephan Brenneisen
	Research	Optigrüen International AG	Gunter Mann

German universities with significant on-going research in the science and engineering of vegetated roofs include (note that all websites are in German):

• Weihenstephan Fachhochschule
• Bayerische Landesanstalt für Weinbau und Gartenbau (LWG), Veithöchstheim
• Universität Hannover
• Techniche Universität Neubrandenburg
• Universität Essen

Publications

• Building Technologies Associated with Rooftop Greening for Better Environment—The Building Centre of Japan also has a comprehensive and explanatory publication. Portions of the site and document are only available in English, but a translator may be required for the other parts in Japanese.
• Dach + Grün—the most respected vegetated roof publication worldwide, a German language quarterly published by FBB (Fachvereinigung Bauwerksbegrünung e.V.). To subscribe contact Verlag Dieter A. Kuberski GmbH, Postfach 102744, 70023 Stuttgart, Germany (Fax 011-711-2388619)
• Green Roof Infrastructure Monitor—the most comprehensive English language periodical dedicated to vegetated roofs is published quarterly by Green Roofs for Healthy Cities (GRHC). A quarterly web-based publication, Green Roof Infrastructure Journal, is available to GRHC members.
• Introduction to the FLL-Guidelines (PDF 105 KB)—a brief overview of the FFL guidelines written by Peter M. Philippi of Green Roof Service, LLC.

Books

• Green Roofs: Ecological Design and Construction by Earth Pledge, foreword by William McDonough. Schiffer Publishing, Ltd., Atglen, Pennsylvania, 2005.
• Green Roofs in Sustainable Landscape Design, Steven Cantor, 2008, W.W.Norton [ISBN: 978-0-393-73168-2]
• Green Roof Plants, Ed Snodgrass & Lucie Snodgrass, 2006, Timber Press [ISBN-13: 978-0-88192-787-0]
• Green Roof Systems, Susan Weiler & Katrin Scholz-Barth, 2009, John Wiley and Sons [ISBN: 978-0-471-67495-5]
• Planting Green Roofs and Living Walls, Nigel Dunnett & Noël Kingsbury, 2004, Timber Press [ISBN: 978-0881926408]
• The Green Roof Manual, Ed Snodgrass & Linda McIntyre, 2010, Timber Press [ISBN: 978-1-60469-049-1]
• Vegetative Roof Systems Manual, 2009, National Roofing Contractors Associations, National Roofing Contractors Association

Manuals

• Vegetative Roof Systems Manual, National Roofing Contractors Association (NRCA). The "bible" for waterproofing under vegetated roofs.
• Roofing Manual: Membrane Roof Systems, National Roofing Contractors Association (NRCA)
• Roofing Manual: Architectural Metal Flashing, Condensation Control and Reroofing, National Roofing Contractors Association (NRCA)
• Roofing Manual: Steep-slope Roof Systems, National Roofing Contractors Association (NRCA)
• NRCA Waterproofing Manual
• The Green Roof Manual: A Professional Guide to Design, Installation, and Maintenance by Edmund C. Snodgrass and Linda McIntyre.
• Guideline for the Planning, Execution and Upkeep of Green-Roof Sites (Richtlinien für die Planung, Ausführung and Plege von Dachbegrünung). Forschungsgesellschaft Landschaftsentwicklung Landschaftsbau e. V. (FLL).

Studies

• The Green Roofs for Healthy Cities website has an extensive database of papers, searchable by topic.
• Columbia University study, "A Temperature and Seasonal Energy Analysis of Green, White, and Black Roofs," (PDF 1.07 MB) S. R. Gaffin et. al.
• Ghent University study, "Green Roofs for Quietness," Dr. ir. Timothy Van Renterghem and Prof. Dr .ir. Dick Botteldooren.
• "The Stormwater Control Potential of Green Roofs in Seattle," Taylor, B.L., ASCE Conf. Proc. 333, 11 (2008), DOI:10.1061/41009(333)11. This paper summarizes findings from Pacific Northwest monitoring efforts and hydrologic modeling of vegetated roofs in the Pacific maritime climatic region.
• "Conference proceedings from Green Roofs for Healthy Cities—Greening Rooftops for Sustainable Communities," (annual conference and trade show 2004–2009), covering a wide range of research and case studies. Available from www.greenroofs.org
• "Green Roofs for Stormwater Runoff Control," (PDF 2.8 MB) US EPA February 2009, EPA/600/R-09/026
• "Structural Considerations for Green Roof Retrofits", technical memorandum prepared by Magnusson Klemencic Associates, Inc. for City of Seattle Public Utilities department, 2007.
• "Green Roof in the Desert—Tempe Transportation Center Roof Garden," (PDF 1.2 MB) Dr. Vidar Lerum, College of Design, Arizona State University Lab Report, April 7, 2006.

Research

• On water retention: Liescke, 1998; Moran e. al., 2004; DeNardo et. al., 2005; VanWoert et. al., 2005.
• Carbon Sequestration Potential of Extensive Green Roofs, Getter et. al., 2009, Environment Science & Technology Vol. 43, No. 19.
• Green roofs are not created equal: the hydrologic and thermal performance of six different extensive green roofs and reflective and non-reflective roofs in a sub-tropical climate, Simmons et. al., 2008, Urban Ecosystems Vol. 11, No. 4 DOI: 10.1007/s11252-008-0069-4.

Websites

• American Hydrotech, Inc.—Garden Roof Assembly
• CETCO
• Columbia Green
• GreenGrid Green Roof Systems—Weston / ABC Supply
• Greenroofs.com
• Green Roofs for Healthy Cities
• GreenTech Systems
• International Green Roof Association
• Live Roof® Hybrid Green Roof System
• Oak Ridge National Laboratories DOE Cool Roof Calculator:
• Plant Connection, Inc.—List of local ordinances
• Roofmeadow (formerly Roofscapes)
• Tremco (formerly BioTray)

Commercial Resources

Vegetated roof covers may now be purchased in conjunction with most conventional waterproofing systems, some of which have been tested by FLL for compatibility with vegetated roofs. There are no known North American tests. At least ten North American roofing companies offer vegetated roof assemblies as standard auxiliary products, and more companies are entering the field all the time.

• Software
  • RoofNavmdash;RoofNav is a free Web-based tool developed by FM Approvals™ that provides fast access to the most up-to-date FM Approved roofing products and assemblies.