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| [[Image:Rainscreen layersbw.png|thumb|Typical layers in a wall system with rainscreen drainage plane]]
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| A '''rainscreen drainage plane''' is a separation between the veneer and the weather resistant barrier of a [[rainscreen]]. It provides predictable, unobstructed path drainage for liquid moisture to drain from a high point of the wall (where it enters) to a low point of the wall (where it exits) the wall detail. The drainage plane must move the water out of the wall system quickly to prevent absorption and consequential rot, mold, and structural degradation.
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| A drainage plane
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| <blockquote>is designed to shed bulk rainwater and/or condensation downward and outward in a manner that will prevent uncontrolled water penetration into the conditioned spaces of a building or structure. In a barrier wall system, the exterior cladding also serves as the principal drainage plane and primary line of defense against bulk rainwater penetration. In cavity wall construction, however, the principal drainage plane and primary line of defense against bulk rainwater penetration is located inside the wall cavity, generally on the inboard side of the air space (either directly applied to the outboard surface of the exterior sheathing layer or, in the case of insulated cavity walls, on the outboard surface of the rigid or otherwise moisture-impervious insulation layer).<ref>{{cite web|title=Building Envelope Design Guide - Wall Systems|date=January 2007|work=Whole Building Design Guide|accessdate=March 1, 2009|url=http://www.wbdg.org/design/env_wall.php}}</ref>
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| </blockquote>
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| ==A predictable pressure equalization plane==
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| Air pressure difference is one of the dominant forces for driving a rainwater into wall systems.<ref name="ctu">Pressure Equalization in Rainscreen Wall Systems (July 1998). In Construction Technology Update. Retrieved March 1, 2009 from http://irc.nrc-cnrc.gc.ca/pubs/ctus/17_e.html</ref> A rainscreen drainage plane that works as a predictable pressure equalization plane creates a separation (an air chamber) between the backside of a rainscreen and the exterior surface of the weather-resistant barrier that is installed on the exterior sheeting of the structural back up wall. This separation allows air contaminated with water vapor from all points in that wall system to exit the interior of the wall system. Moisture laden air that is allowed to pressurize will attempt to move to a lower pressure area that may be deeper into the interior of a wall detail.
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| ==Technical considerations==
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| *To prevent '''bridging''' due to [[capillary action]], Building Science Consulting recommends the drainage plane maintain a cavity of <sup>3</sup>/<sub>8</sub>" or greater, though smaller cavity's with hydrophobic materials can also provide the capillary break break.<ref>BSD-013: Rain Control in Buildings (September 2008). Building Science Consulting. Retrieved March 1, 2009 from http://www.buildingscience.com/documents/digests/bsd-013-rain-control-in-buildings/?full_view=1</ref> Independently verified testing by manufacturer Masonry Technology Inc. demonstrates that a <sup>3</sup>/<sub>16</sub>" depth is sufficient for drainage and airflow as well.<ref>It's About Time Video Presentation (July 2006). Masonry Technology Incorporated. Retrieved March 1, 2009 from http://www.mtidry.com/testing/about_time.php</ref>
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| *Ensure that the drainage plane does not compress when installed so that it maintains an acceptable air space.
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| *Similarly, ensure that the drainage plane isn't plugged by debris which commonly is present in the form of mortar squeezings or excess stucco. Some mechanical drainage planes include measures to prevent clogging.
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| *Ensure that the drainage plane creates a compartmentalized pressure equalization plane to prevent pressure driven moisture intrusion.<ref name="ctu" />
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| *Details at top and bottom terminations of a wall system should accommodate moisture drainage (often termed "'''weeping'''") and air flow to properly dry out the wall.
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| *ASTM International Standards include a standard test for drainage plane systems in [[Exterior insulation finishing system|EIFS]] Systems under code '''ASTM E2273'''<ref>ASTM E2273 - 03 "Standard Test Method for Determining the Drainage Efficiency of Exterior Insulation and Finish Systems (EIFS) Clad Wall Assemblies." ASTM International. Retrieved on March 1, 2009 from http://www.astm.org/Standards/E2273.htm
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| </ref> and the International Code Council features a more general "Evaluation guideline for a moisture drainage system used with exterior wall veneers" under code '''ICC-ES EG356'''.<ref>Evaluation Guideline for a Moisture Drainage System used with Exterior Wall Veneers (October 2006) ICC Evaluation Service, Inc. Retrieved on March 1, 2009 from http://www.icc-es.org/criteria/pdf_files/eg356.pdf</ref> | |
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| ==Entrapped moisture risks==
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| Once moisture has penetrated deep into a wall system through the weather resistant barrier and into the exterior sheathing, the wall is deep wet. The air flow that exists in most wall systems is a slight draft that will not dry this condition out in a timely manner. The result is a compromised wall system with rot, rust, and mold potential. The structural integrity of the wall is at stake, as is the health of the occupants. The longer the wall remains wet, the greater the risk. Nearly all [[asthma]] problems are mold related. 50% percent of homes suffer from mold problems.<ref>Mold Occurrence Influenced By Building Inspection Practice (January 2005) Dr. Richard A. Wolfe. Construction News & Articles. Retrieved March 1, 2009 from http://www.greatpossibilities.com/articles/publish/mold.shtml</ref> Billions of dollars are spent annually on litigation involving mold and rot problems stemming from entrapped moisture; this has created an entire industry centered around construction litigation. Such litigation has caused insurance premiums for contractors to increase significantly and has made it difficult for contractors involved in moisture related lawsuits to obtain insurance at all.<ref>http://www.rics.org/NR/rdonlyres/81485882-20E6-4408-A4D0-61FC8D6C1D3A/0/Grosskopf.pdf Identifying the Causes of Moisture-Related Defect Litigation in U.S.
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| Building Construction, Grosskopf & Lucas</ref> An effective rainscreen drainage plane systems mitigates this risk.
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| ===Danger levels===
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| [[Image:Moisture graph.png|thumb|Wood Moisture Equivalent Graph]] Dampness levels in construction are measured in '''wood moisture equivalent''' (WME) percentages and is calculated as follows:
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| <math>{\frac{wet\; sample\; weight - dry \; sample \; weight}{dry \; sample \; weight}} \;*100 \; = WME\;</math><ref>FAQS: Moisture Measurement. Humitest. Retrieved March 1, 2009 from http://www.domosystem.fr/en/faq/moisture-measurement-1/wood-moisture-equivalent-hbe-2</ref>
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| A normal range is 8-13% WME, with fungal growth beginning at the 16% threshold. A 20% WME is enough to promote wood rot.<ref>Moisture Testing. Built Environments. Retrieved March 1, 2009 from http://www.built-environments.com/moisture.htm</ref> It logically follows that the more time a part of a wall system exceeds one of these thresholds the greater chance of damage from fungal growth or rot.
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| ==References==
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| <references/>
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| {{Reflist}}
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| ==External links==
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| * [http://www.bee-engineers.com/article.php?id=1 BEE Consulting - Photos of Wall Failures from Entrapped Moisture]
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| [[Category:Building engineering]]
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