Design criteria for green roofs Revision as of 19:49, 2 July 2013 by Mtrojan (talk | contribs) (→‎Determine what areas of roof can be vegetated and what areas need to remain vegetation free)(diff) ← Older revision | Latest revision (diff) | Newer revision → (diff) Design criteria for green roofs

The information in this section is not intended to be a comprehensive green roof design manual. The main goals of this section are to provide examples of issues to consider when designing a green roof, as well as factors that will affect stormwater treatment performance.

References that address green roof design include the following.

• ANSI/SPRI RP-14 Wind Design Standard for Vegetated Roofing Systems
• ANSI/SPRI VF-1 External Fire Design Standard for Vegetative Roofs
• ANSI/GRHC/SPRI VR-1 Procedure for Investigating Resistance to Root Penetration on Vegetative Green Roofs
• Cantor, S. L. 2008. Green Roofs in Sustainable Landscape Design. W.W.Norton, NY.
• Forschungsgesellschaft Landschaftsentwicklung Landschaftsbau e.V. (FLL) Richlinien für die Planung, Ausführung and Plege von Dachbegrünung (Guideline for the Planning, Construction and Maintenance of Green Roof –Green Roofing Guideline: developed by the German Research Society for Landscape Development and Landscape Design), latest English Edition
• Greenroofs.com
• Green Roofs Tree of Knowledge (TOK): database on research and policy related to green roof infrastructure at
• Green Roofs for Healthy Cities and The Cardinal Group. 2006. Green Roof Design 101: Introductory Course. Second Edition Participant’s Manual.
• Green Roofs for Healthy Cities. No publication year given. Green Roof Infrastructure: Design and Installation 201.
• [ http://livingarchitecturemonitor.com/ Living Architecture Monitor, A Quarterly Green Roofs for Healthy Cities Publication].
• Mandel, L., 2013, EAT UP; The Inside Scoop on Rooftop Agriculture
• National Institute of Building Sciences. Whole Building Design Guide
• Snodgrass, E.C., and L.L. Snodgrass. 2006. Green Roof Plants. Timber Press, Portland OR.
• Snodgrass, E.C., McIntyre, L, 2010, The Green Roof Manual
• Weiler, S.K., Scholz-Barth, K., Green Roof Systems
• Dunnett, N., and N. Kingsbury. 2004. Planting Green Roofs and Living Walls. Timber Press, Portland OR.

Readers can also consult with a professional skilled in green roof design for design guidance.

Design steps

A typical progression for design of a typical green roof consists of the following 12 steps.

1. Determine project budget
2. Assemble design team
3. Establish goals
4. Estimate design, installation and maintenance goals
5. Conduct lifecycle cost analysis
6. Determine project timeline
7. Determine green roof financial incentives available for projet site, such as stormwater utility fee credits or grants
8. Site analysis
9. Determine type of green roof desired based on goals, constraints and budget
10. Design green roof
11. Refine project design, installation and maintenance, and lifecyle costs based on green roof plan, specifications and detail
12. Adjust design to fit budget if estimated capital or maintenance costs exceed budget.

These steps are explained in greater detail below. Adjust these steps as needed to suit your project. Some projects will not need all these steps, some projects may need additional steps, and the order may need to be changed for some projects.

Determine project budget

Project budget will be crucial to inform project feasibility and design. Design decisions that can be greatly affected by the project budget, for example, are

• how deep growing medium will be,
• whether or not additional structural support is financially feasible if needed, and
• whether or not green roof will be accessible to the building occupants or the public. This initial project budget should be updated at strategic points during the design process.

Assemble a design team

The following table shows roles of various players that can be involved in green roof design and construction. Assemble a team to fit project budget and goals, and level of complexity. Depending on the project, additional roles not shown in the table may also be needed.

Potential roles in green roof design.
Link to this table

Actor	Definition	Potential roles
Client	An individual or company (i.e. building owners, developers, consortiums, or government entities) that requests the service of professionals to create a green roof / green building. The owner is the ultimate authority on any project. Their participation in the design process can help to ensure green roof installation.	Determines scope and budget of project. Defines project expectations. Maintains the primary contractual relationship with both the prime design professional and general contractor. Issues payment. Inherits the completed project and on-going maintenance responsibilities.
Building architect	An architect is a person licensed in the art of planning, designing and overseeing the construction of buildings. They are the designer of a scheme or plan.	Acts as prime professional and design team leader. Responsible for the design of interface between the building, waterproofed roof, and the green roof (degree of systems integration). Paper work associated with the green roof (e.g. grants, review of shop drawings, and permits). Assumes primary liability for the design and structural integrity of the project. Acts as Project Manager responsible for coordination of the design team. Cost estimation. Monitors construction compliance with plans and specifications. Reviews Contractor proposals.
Landscape architect	A landscape architect is a person licensed in the art of planning, designing and management of the built or natural environment. Landscape Architects are responsible for the design of the natural environment similar to the way architects are responsible for the design of a building or structure. Some landscape architects are skilled in the integration of building requirements and ecological and environmental design issues	Analysis of Site. Designs green roof system components above roofing membrane Paper work associated with the green roof (grants, review of shop drawings, permits, etc). Prepares maintenance plan. Cost Estimation. Reviews Contractor proposals. Tagging and inspecting vegetation. Construction observation and administration
Structural engineer	Structural engineers determine the loading requirements of a roof to resist live loads, forces such as snow, rainwater, rooftop equipment, green roofs, and maintenance crews, as well as dead loads, the basic roofing structure and materials.	Conducts Site Analysis to determine required structural loading capacity. Reviews plans for material transportation to roof. Reviews the distribution of material and equipment during construction. Plans for reinforcement of roof. Reviews plans for structural safety. Reviews green roof plans to increase available loading.
Civil engineer	Civil engineers work closely with architects and landscape architects to design and oversee site utilities including, storm drainage, sewer, electric, water, gas and communications supply.	Produces drainage and utility drawings. Determines drainage capacity of roof. Assesses impact on stormwater. Supervises construction of site utilities. Designs water conveyance system in accordance with local infrastructure/ regulation. May conduct site analysis to reduce or eliminate internal drains.
Mechanical engineer	Mechanical engineers design the heating, cooling, and ventilation systems for a building.	Optimizes design of HVAC system. Conducts energy modeling analysis to reduce HVAC requirements. Drawings for drainage and water inside the building. Creates drawings for the location and placement of penetrations and mechanical equipment on the roof deck. Designs water distribution to irrigation system.
Electrical engineer	Electrical engineers deal with electrical power transmission.	Provides electricity needed on the green roof for irrigation as well as anything else that required electricity on the roof.
Roofing consultant	An independent roofing professional who provides information pertaining to the roof membrane, waterproofing, and determines what system would be best suited to the roof.	Advises architect in selection and installation of a roofing system including waterproofing, insulation, flashing and parapet details, and works with engineers to optimize drainage of the green roof. Evaluates suitability of existing waterproofing for green roof. Determines the condition of the roof membrane and provides recommendations regarding roof repairs, in existing structures. Determines potential areas of roof penetration. Inspects roof installation on behalf of the architect for quality control. Provides vital technical data (i.e. stormwater retention calculations and estimates, noise reduction estimates, and roofing details).
Cost estimator	A cost estimator calculates how much the green roof will cost during construction and during a determined maintenance period.	For smaller projects, other members of the design team generally fulfill this role. Provides technical information on the cost of construction (market prices, labor, materials, transportation, etc). Conducts Life Cycle cost analysis. Estimates operational costs.
Irrigation specialist	Specialists retained to design irrigation.	Design and construction observation of irrigation systems.
Regulatory bodies	Public entities responsible for reviewing a project for compliance with local, state/provincial and federal codes and ordinances. Because green roof technology is new to the North American market, city officials may not be familiar with the systems requirements and considerations. When applying for a permit you may have to educate the reviewer about green roofs.	Review of proposed design to ensure that it meets municipal requirements. Ensuring that installation is carried out in accordance with local standards and incentive program performance requirements (if available). Issue permits. Determines occupancy requirement for fire codes.
Green Roof Professional	An individual who has achieved a specific knowledge level regarding green roof design, project management, installation and maintenance through a Green Roof Professional accreditation program.	Individuals passing the accreditation program requirements is trained in the following areas and therefore has a comprehensive understanding of all aspects of green roofs. Green Roof Design & Installation Green Roof Waterproofing & Drainage Green Roof Plants & Growing Media

Establish goals

Project goals can include, for example:

• Specific stormwater management goals
• Aesthetic goals
• Research and monitoring goals
• Specific uses, such as, for example, food production, gathering spaces
• Minimize building energy usage for heating and cooling
• Wildlife habitat goals
• Marketing and branding as part of an overall green building strategy
• Green building certification, eg. LEED or B3

Estimate design, installation and maintenance costs

See the section on Cost-benefit considerations for green roofs.

Conduct lifecycle cost analysis

See the section on Cost-benefit considerations for green roofs.

Determine project timeline

The ideal window for planting green roofs in Minnesota is from after last frost until four weeks before first frost. Planting during extremely hot weather, above 90^o F degrees or so, generally has long term negative impacts on plant health and should be avoided. Other issues to consider are discussed in the section on construction sequencing.

Determine green roof financial incentives available for project site

Examples include stormwater utility fee credits or grants.

Site analysis

Evaluate factors that affect roofing design, such as, for example:

• Climate and microclimate: sun and wind exposure, precipitation, proximity to and reflection from glass curtain walls
• Type and condition of existing waterproofing, deck, and parapet if retrofit
• Roof slope (see 10 A for implications of roof slope)
• Dead and live load structural capacity
• Views of the roof
• Access points
• Roof height
• Roof drain locations and type
• Building HVAC systems; including, for example, nature of intakes and exhausts onto the roof surface and presence of condensate releases; potential impacts on vegetation; impact on potential building heating and cooling energy savings
• Water storage and supply; spigot and tap availability
• Opportunities for rainwater harvesting and storage
• Source of power if needed for irrigation or installation
• Elevations of existing or planned parapets, door thresholds, sills of curtain walls.
• Building code and insurance requirements
• Criteria presented by LEED, Sustainable Sites Initiative, Passive House, Living Building Challenge, etc.

Determine type of green roof desired based on goals, constraints, and budget

The following table describes characteristics of extensive, semi-intensive, and intensive green roofs. In summary, intensive green roofs typically have slightly higher stormwater volume benefits, but also have higher installation and maintenance costs, and require more structural capacity compared to semi-intensive and extensive green roofs.

General characteristics of extensive and intensive green roofs (adapted from Green Roofs for Healthy Cities and the Cardinal Group, 2006).
Link to this table.

Characteristic	Extensive	Semi-intensive	Intensive
Growing medium depth	6 inches or less	Portions of the green roof above and below 6 inches, with a minimum of 25% of green roof area above or below 6 inches	More than 6 inches
Accessibility	Often inaccessible	May be partially accessible	Usually accessible
Fully saturated weight	Low: 10 to 35 lb/ft2 (48.8 to 170.9 kg/m2)	Varies: 35 to 50 lb/ft2 (170.9 to 244.1 kg/m2)	High: 35 to 300 lb/ft2 (170.9 to 1464.7 kg/m2)
Plant diversity	Lower	Greater	Greatest
Cost	Low	Varies	High
Maintenance	Varies, but generally lower than for intensive green roofs	Varies	Varies, but generally higher than for extensive green roofs
Stormwater management	Best cost-benefit balance	More growing medium and more vigorous plant growth provides marginally greater stormwater volume benefits	More growing medium and more vigorous plant growth provides marginally greater stormwater volume benefits

Design green roof

This section provides a discussion of issues to consider in green roof design.

Determine implications of roof slope

[[File:Comparison of roof slope expressed as roof pitch vs. roof slope in degrees.jpg|thumb|300px|alt=graph showing comparison of roof slope expressed as roof pitch vs. roof slope in degrees|Comparison of roof slope expressed as roof pitch vs. roof slope in degrees. Pitch and degrees on same line express same roof slope. For example, a 1:12 slope is a 4 degree roof slope. Specialized reinforcement is needed to protect green roofs on slopes steeper than 2:12 from sliding. Even with reinforcement, slopes should be limited. The German FLL standards, which are widely accepted in the US, recommend that green roofs should not be installed on slopes steeper than 40 degrees.

The systems used to stabilize green roof installations on slopes greater than 2:12 depend on the underlying structural capacity and design, and the steepness of the roof. Examples range from geotechnical matting systems like Enkamat, to slope restraint systems, cable grids, and mechanically attached structural grids. An engineered slope stability analysis should be performed for green roofs with slopes above 2:12 (10 degrees).

Several research studies have been performed on the impacts of roof slope on green roof stormwater performance, with mixed results. See, for example, Berndtsson (2010) for an overview of studies of impact of slope on stormwater performance of green roofs. While some studies found no significant correlation between green roof slope and stormwater runoff (Bengtsson 2005; Mentens et al 2006), others found greater stormwater retention at lower roof slopes (e.g. Getter et al. 2007; Van Woert et al., 2005). Two examples from the literature are summarized below.

• Getter et al. (2007) studied 12 green roof platforms at varying slopes and varying rain intensities and found mean retention to be greatest (85.6 percent) at the lowest slope (2 percent) studied, and least (76.4 percent) at the greatest slope studied (25 percent). Retention was also greatest for light rain events (94 percent) and least for heavy rain events (63 percent).
• Van Woert et al. (2005) observed greatest retention (87 percent) at the lowest slope studied (2 percent slope), and least retention (65.9 percent) at the greatest slope studied (6.5 percent).

Determine what areas of roof can be vegetated and what areas need to remain vegetation free

Vegetation free zones at Target Center Green Roof, Minneapolis, MN. Image courtesy of The Kestrel Design Group, Inc.

Green roofs may include vegetation free zones designed to

1. resist wind uplift and scour;
2. reduce fire risk associated with air intakes or proximity to flammable materials and equipment;
3. provide access for roof maintenance related issues;
4. provide enhanced flow path toward drains out scuppers for runoff sheeting off walls and parapets; and
5. in areas where exhausts onto the roof surface or presence of condensate releases would negatively affect plant growth.

These vegetation free zones are most often located at a minimum around the roof perimeter and around roof drains and other roof penetrations.

The ANSI/SPRI VF-1 External Fire Design Standard for Vegetative Roofs provides guidance for minimizing the risk of fire on green roofs, including recommendations for location and width of vegetation free zones for fire safety.

ANSI/SPRI RP-14 Wind Design Standard for Vegetative Roofing Systems provides guidance for minimizing risk of wind uplift on green roofs, including recommendations for location and width of vegetation free zones in areas of the roof particularly vulnerable to wind uplift and scour. Guidelines for locations and widths are also included in the FLL Green Roofing Guideline.

Currently available guidelines, with the exception of the FLL Green Roofing Guideline, are based on very limited field data. Designers and practitioners should stay abreast of updated recommendations and guidelines as more reliable field information becomes available.

If the green roof will be used to help meet water quantity of water quality goals, determine green roof size needed to meet stormwater and other goals.

For projects where stormwater goals are the primary driver of roof size, use MIDS or other credits calculator to determine green roof size needed to meet stormwater goals.

Determine project components desired and requirements for components

The following components are part of almost all green roofs. Each of these is discussed in greater detail below.

• Waterproofing assembly
• Root barrier (thermoplastic and thermoset membranes frequently do not require a root-barrier)
• Protection layer
• Drainage components
• Filter layer
• Growing medium
• Wind or surface runoff erosion protection
• Vegetation

Examples of optional green roof components are listed below. These are also discussed in greater detail below.

• Leak detection system
• Water retention layer
• Irrigation system
• Edging
• Vegetation free zone
• Railing
• Worker safety anchor systems
• Amenities: for example, walkways, gathering areas, site furniture, water features, lighting, interpretive materials, other structural elements such as trellises and arbors

INSERT Figure 5.3: Typical Green Roof Sections, Images from www.greenroofservice.com INSERT Figure 5.4: Typical native soil vs. Typical Green Roof Profile, Images from ZinCo

Waterproofing assembly

Choosing a durable, quality waterproofing assembly is crucial especially for green roofs, since the waterproofing assembly is buried under the green roof, so repairing or replacing the waterproofing is more costly and more complicated than for a traditional roof. Consult with a roofing consultant or other qualified professional to design the waterproofing assembly for a new roof, or to evaluate an existing roof on which the green roof will be installed. It is highly recommended that the waterproofing membrane is tested for leaks (see l, leak detection system) both after the waterproofing is installed as well as after all construction traffic on the green roof is complete, including, for example, installation of mechanical equipment, or windows on adjacent walls. Testing right after waterproofing is installed allows for correction of any leaks prior to installing the green roof. Testing after all construction traffic on the roof is complete will detect whether or not any leaks developed between the time of the first leak detection test and the completion of all subsequent work on the roof. The Importance of preserving an option for post-construction leak surveys will, however, influence the green roof design. Leak detection of green roof assemblies that incorporate root-barriers is very challenging, if not impossible in most instances.

Workmanship and proper construction sequencing are the factors mostly closely correlated to waterproofing success. Leak testing, while a prudent precaution and check, is not a substitute for craftsmanlike installation of the waterproofing layer. INSERT Figure 5.5: Roof Membrane Installation at Target Center Green Roof, Minneapolis, MN, Image courtesy of The Kestrel Design Group, Inc.

Root barrier

A root barrier prevents plant roots from damaging the waterproofing membrane. When using waterproofing membranes that are root resistant, such as, for example, PVC, TPO and EPDM membranes, a separate root barrier may not be needed. While some waterproofing membranes can resist roots on their own, many will require an additional component to protect the waterproofing membrane from root damage. When plants with vigorous roots are selected, an additional root barrier layer is often installed above root resistant membranes. Common materials used for root barriers include PVC, TPO, and polyethylene. The root barrier is sometimes part of the drainage board.

It is recommended to use al root-barrier that successfully passed the VR-1 test, a standardized method to evaluate root resistance of both waterproofing and root-barrier products: ANSI/GRHC/SPRI VR-1 Procedure for Investigating Resistance to Root Penetration on Vegetative Green Roofs, available at www.spri.org. INSERT Figure 5.6: Root Barrier Welding, Image courtesy of Roofscapes

Protection layer

In most applications a cushioning layer will be installed on top of the waterproofing or root-barrier to resist strains induced by point loads or puncture from sharp protections. This protection layer is a water-permeable, synthetic fiber material with good puncture resistance. It is often part of the drainage panel.

Drainage components

While green roofs are designed to retain and detain stormwater and supply vegetation with the water they need, drainage components are also needed to remove excess water. Inadequate drainage can result, for example, in structural loading problems, major damage to the building, as well as problems with plant health. Drainage capacity must also account for vertical sheet flow from adjacent facades or tall parapets.

Drainage components typically include the following.

Drainage layer. Drainage layers, such as, for example, drainage aggregate, drainage sheets, and drainage mats, convey water across the roof surface under the growing medium and filter fabric, and are available in a range of different materials and drainage capacities. The choice of the drainage layer will have a significant impact on the peak rate and time delay of discharges from the green roof (Taylor and Gangnes, 2007). INSERT Figure 5.7: Aggregate Drainage Layer, Image courtesy of Roofscapes

Roof drains and overflow drains. Roof drains must comply with building codes and regulations and are typically designed by a professional engineer. Vegetation free zones are typically installed around drains to provide: 1) easy access, 2) provide an enhanced pathway for surface water flow to enter the drain, and 3) improve the transition of subsurface flow into the drain.

Drain access chamber. Removable drain access chambers are typically installed around the drains to protect the drains from clogging while still allowing for easy access to the drains.

INSERT Figure 5.8: Drain Access Chambers at Phillips Eco-Enterprise Green Roof, Minneapolis, MN, Image courtesy of The Kestrel Design Group, Inc.

Filter layer

“A light-weight, rot-proof material placed over or included as a part of the drainage layer to keep the growing medium in place and thereby prevent fine particles from blocking the drainage system.” (Green Roofs for Healthy Cities and the Cardinal Group, 2006). In most assemblies, a fabric is selected that will freely admit plant roots.

INSERT Figure 5.8: Drain Access Chambers at Phillips Eco-Enterprise Green Roof, Minneapolis, MN, Image courtesy of The Kestrel Design Group, Inc.

Growing medium

“A combination of organic and inorganic matter than anchors plant roots, drains water from the roof, and sustains plant growth.” (Green Roofs for Healthy Cities and the Cardinal Group, 2006) Growing medium characteristics that affect stormwater performance include the following.

• Nutrients in growing medium affect green roof runoff water quality
• Permeability affects how quickly water moves through the growing medium
• Water holding capacity affects how much water the growing medium can hold
• Percent fines affects how quickly water moves through the growing medium

Erosion protection

Green roofs need to be protected from erosion during all phases of construction and maintenance. Some techniques that can be used to protect soil from eroding, for example, include erosion control blanket, mats, or soil tackifier. Care must be taken not to damage waterproofing membrane when securing erosion control fabric. Once roof is fully covered with vegetation, vegetation typically protects soil from erosion. INSERT Figure 5.9: Erosion Control Blanket and Native Plant Plugs at Minneapolis City Hall Green Roof, Minneapolis, MN, Image courtesy of The Kestrel Design Group, Inc.

Vegetation

Plant selection. Plant selection should be informed by, for example:

• Climate and microclimate: e.g. sun and wind exposure, precipitation, proximity to and exposure associated with glass curtain walls
• Growing medium depth and composition
• Irrigation availability and type
• Project goals: e.g. stormwater, wildlife, aesthetics, food production
• Maintenance labor and budget
• Building code and insurance requirements, where applicable
• Availability
• Fire resistance

Green roofs with a diverse plant palette are usually more resilient than those with very few species, and also generally provide greater stormwater and other ecological benefits. If winter aesthetics are of concern, be sure to include some species with winter interest.

See Task 4 for a list of examples of plant species that have been successfully grown on green roofs in Minnesota.

Methods of installing green roof vegetation.

A number of different techniques can be used to install green roof vegetation, each with its own advantages and disadvantages. INSERT Figure 5.10: Plugs during Installation and One Year Later at Phillips Eco-Enterprise Green Roof, Minneapolis, MN, Image courtesy of The Kestrel Design Group, Inc. INSERT Figure 5.11: Sedum Cuttings, Image courtesy of Roofmeadow INSERT Figure 5.12: Progression of Sedum Cuttings Installation over Three Years, Image courtesy of Roofmeadow INSERT Figure 5.13: Installation of Pregrown Sedum Mat, Image Courtesy of The Kestrel Design Group, Inc. INSERT Figure 5.14: Installation of Pregrown Mats at Target Center Green Roof, Minneapolis, MN, Images Courtesy of The Kestrel Design Group, Inc.

Choice of technique used to install green roof vegetation will depend on, for example:

• Project goals
• How soon full vegetation cover is desired
• Budget
• Species
• Maintenance labor, accessibility, and budget

Table 5.3 shows some of the pros and cons of some potential green roof vegetation installation techniques. INSERT Table 5.3

A combination of techniques can be used to combine benefits of several techniques as well as to maximize vegetation resilience. For example:

• If seed is installed on a roof planted with plugs, and some patches of plugs die, some of this seed may germinate in areas where plugs died. Including self-sowing plant species in the plant palette similarly increases resilience.
• Plug accents can be planted into green roofs started with cuttings or pre-grown mats to increase species diversity

Leak detection system

Milestones when leak detection testing is especially valuable include, for example

• to test integrity of the membrane once installation of the waterproofing membrane is complete before installing the growing medium, so any leaks or imperfections can be fixed before the growing medium and vegetation are installed
• after installation of the vegetation, and all other construction traffic on the green roof is complete, to ensure no leaks were caused during any of the construction phases after the first leak test (Note: Applies to green roofs without root-barriers)
• to test for leak before the warranty expires, to ensure the waterproofing membrane is sound just before the warranty expires
• to periodically check the roof for leaks as part of a maintenance program,
• when there is evidence of a leak that needs to be located.

Several types of leak detection systems are available, including high and low voltage surface surveys and built-in time-domain reflectometer (TDR) sensors. High voltage methods cannot be used in wet environments and therefore are useful only as constructon-phase quality control approach. Low voltage and TDR methods rely on the facts that: 1) the waterproofing membrane is an electrical insulator, and 2) water is an electrically conductive medium. The low voltage method is a survey technique that can be applied to green roof that are designed to enable this approach. For this reason there are few, if any, initial capital costs. TDR sensor arrays must be built into the roofing system. Unlike the low voltage method, however, these systems can provide real-time on-demand information about the waterproofing status and alarm owners if a problem is detected. Descriptions of these techniques are provided in ASTM Standard Methods D6747 and D7007.

Low voltage systems are currently the most commonly used leak detection system.

If leak detection is desired, ensure green roof system is designed to be compatible with leak detection, as leak detection of green roof assemblies that incorporate root-barriers is very challenging, if not impossible, in most instances.

Water retention layer

Typically a water holding fabric or a plastic sheet with cup-like depressions, the water retention layer holds water for later use by plants. Water retention layers are available in a range of water holding capacities, typically between 0.06 gal/ft2 and 0.16 gal/ft2

Irrigation system

While not all extensive green roofs require permanent irrigation, almost all green roofs require irrigation during the establishment period (unless adequate rainfall occurs), often several times a day. Overhead watering is usually needed immediately after installing plugs, seeds, or cuttings. Even green roofs with underground drip irrigation systems will need overhead watering until the roots have grown enough to reach water from the irrigation driplines. It is therefore essential to ensure access to water will be available during the plant establishment period.

Many different types of irrigation systems exist, including manual or automated spray systems, drip, and flood irrigation systems.

INSERT Figure 5.16: Irrigation Installation at Minneapolis Central Library Green Roof, Minneapolis, MN, Image Courtesy of The Kestrel Design Group, Inc.

While a simple manual overhead system is less expensive, drip systems are typically more water efficient than overhead systems and provide more uniform coverage. Once vegetation is mature, introducing water from as low as feasible in the growing medium typically also results in the most resilient plants, as it draws plant roots to grow deeper.

A variety of controllers and sensors are available that can be used to maximize water efficiency and stormwater holding capacity. For example: Soil moisture sensors can be used to program irrigation to only be activated when soil is dry and plants need water controllers are available that time irrigation based on weather forecast and predicted evaporation rates, e.g. can be programmed to not irrigate for set length of time before rain is predicted

Potential irrigation water sources include:

• Runoff harvested from impervious surfaces²
• Water harvested from air conditioning effluent²
• Grey water harvested from baths, showers, and sinks¹, ²
• Municipal water
• Well water

¹When using grey water for irrigation, a non-contact irrigation method should be selected. Additional codes may apply when using grey water for irrigation ²More information on stormwater reuse is available, for example, in the Metropolitan Council’s Stormwater Reuse Guide at http://www.pca.state.mn.us/index.php/water/water-types-and-programs/stormwater/stormwater-minimal-impact-design-standards-mids.html, also include link to Stormwater Manual re-use chapter.

To irrigate or not to irrigate

While almost all green roofs will need water during the plant establishment period, extensive green roofs can be designed without permanent irrigation. Intensive green roofs almost always need a permanent irrigation system, depending on factors such as project goals and plant palette.

Efficient irrigation is not expected to decrease stormwater benefits of green roofs, since lusher vegetation and moister soils provide greater evapotranspiration.

Advantages of irrigating extensive green roofs include:

• Increased cooling of space below
• Lusher vegetation and moister soils provide greater evapotranspiration.
• Sustainable use of stormwater harvested from hard surfaces, where harvested water is available
• Aesthetics: plants look greener more of the time
• If no bare spots develop during drought, there is less chance of weed invasion.

Advantages of not irrigating extensive green roofs include:

• Plants exposed to seasonal moisture variations may be more resilient.
• If irrigation does not use harvested water, not irrigating will be advantageous to lower water use and costs.

Edging, curbs, or borders

Edging, curbs, or borders are often included to separate vegetated areas from non-vegetated areas. Curbs or borders are also sometimes used to provide a firebreak or protection from wind uplift (Green Roofs for Healthy Cities and The Cardinal Group, 2006).

Vegetation free zones

Vegetated roofs generally also include vegetation free zones, for example, in areas prone to high wind uplift, where firebreaks are needed, for protection in areas where icicles are likely to fall, for easier access to roof flashings, or for other maintenance related issues. These vegetation free zones are most often located at a minimum around the roof perimeter and around roof drains and other penetrations. The surface of the vegetation free zones can consist, for example, of roof ballast or pavers. Under the roof ballast or pavers, the assembly is typically the same as for the green roof.

Green roofs dominated by succulent plant varieties and installed with media containing low organic matter content will quality as Class A fire resistant surfaces based on ASTM E108. Consequently, Sedum-based extensive profiles may qualify as ‘fire breaks’ on otherwise intensive green roof projects.

See 10B for where vegetation free zones are generally located.

Railings

Railings are often required by code.

Worker safety anchor systems

Worker safety anchoring systems may also be desired and/or required.

Amenities: for example, walkways, gathering areas, site furniture, water features, lighting, other structural elements such as trellises and arbors

Walkways, furniture, and other amenities may also be desired on accessible roofs.

Produce green roof plan, details, and specifications in accordance with project goals and constraints developed in previous steps

Because many different green roof systems are often available that meet project goals, performance specifications (insert hyperlink to definition) can often result in more competitive pricing than descriptive specifications (insert hyperlink to definition), since performance specifications allow for more systems to meet the specifications than descriptive specifications. Performance specifications also allow for the most innovation. Performance specifications typically include required physical and chemical properties of green roof components and the green roof system as a whole, as well as required performance goals. Examples of performance goals are listed below:

• Minimum system dead load of ___psf (determined according to ASTM E 2397 – 05 and E 2399 – 05)
• Maximum system dead load of ___psf (determined according to ASTM E 2397 – 05 and E 2399 – 05)
• Vegetated roofs shall retain a minimum of x c.f. of water as determined according to ASTM E2397)
• Roof shall balance drainage and water retention to meet drainage requirements but retain as much rain as possible while still meeting drainage and maximum wet weight dead load requirements.
• Green roof shall provide suitable drainage and water retention capacity to support healthy vegetation cover according to specified vegetation performance standard as provided in this specification Section under “Inspection and Acceptance”.
• Green roof shall have a Rational runoff coefficient of X, for storms with durations of X hours and return frequency of X years.
• Green roofs shall achieve a peak-to-peak delay of X hours for rainfall runoff
• Media shall retain its horticultural and drainage properties during the specified warranty period, and not require refreshing with new media or amendments other than conventional nutritional supplements, such as fertilizer and compost.
• Green roof products shall be fully compatible with the waterproofing system and shall be installed in a manner that does not negatively impact waterproofing assembly in any way.
• Green roof products shall protect waterproofing system from damage, including but not limited to damage caused by UV radiation, hail, physical abuse or tears, rapid temperature fluctuation, or water vapor.
• No potential phytotoxicity shall be introduced through any of the temporary or permanent green roof materials or installation methods.
• Green Roof shall be able to withstand basic 10-second wind gusts of x miles per hour (MPH) without erosion or wind uplift (consult ASCE 07, Minimum Design Loads for Buildings and Other Structures.

See Task 6 for example vegetation performance requirements.

Other key elements of green roof specifications typically include, but are not limited to the following:

• List of required submittals and when the submittals are due, including submittals related to materials as well as contractor qualifications;
• List of green roof performance requirements;
• Materials specifications for all green roof related components;
• Installation specifications;
• Maintenance specifications;
• Warranty requirements; and
• Mockup requirements.