Failures: Persistent water leakage above ribbon windows

by arslan_ahmed | July 21, 2023 11:44 am

Through-wall flashing membrane offered limited protection of the relieving angle and ineffective management of water within the wall cavity.[1]
Through-wall flashing membrane offered limited protection of the relieving angle and ineffective management of water within the wall cavity.Photos courtesy Wiss, Janney, Elstner Associates (WJE).

In contemporary brick cavity wall construction, the performance of the wall assembly is dependent on the proper design and construction of a dedicated drainage cavity to properly manage bulk water that penetrates the brick cladding.

A critical component of the drainage cavity is the water-resistive barrier (WRB) that is located at the innermost plane of the cavity (or wet zone) of the wall assembly. However, to effectively manage water within the cavity, the WRB must be integrated with a through-wall flashing (TWF) at horizontal interruptions in the cavity (e.g. wall bases, heads
of openings, shelf angles, etc.) to effectively redirect water within the cavity to the exterior.

Water entered the building through unprotected open slice joints in the steel relieving angle.[2]
Water entered the building through unprotected open slice joints in the steel relieving angle.

The Brick Industry Association (BIA) provides recommendations to maximize water penetration resistance of cavity wall construction in its Technical Notes on Brick Construction Series—Technical Note 7, including:

When through-wall flashing is not properly detailed or installed in cavity wall construction, the water penetration resistance of the enclosure can be compromised. This was recently observed at a multi-story office building in the southeastern U.S., that regularly experienced water leakage during prolonged rain events above ribbon window assemblies.

Review of the as-built construction revealed a through-wall flashing that did not adequately protect the continuous relieving angle above the window or manage water within the wall cavity. As installed, the flashing consisted of a flexible membrane that extended from the exterior sheathing to approximately 25.4 mm (1 in.) onto the horizontal leg of the angle—water collected on the angle at the base of the cavity and entered the building through gaps in splice joints between angle sections.

Jeffrey Sutterlin, PE, is an architectural engineer and associate principal with Wiss, Janney, Elstner Associates’ (WJE’s) office in Princeton, New Jersey. He specializes in investigation and repair of the building envelope. He can be reached at jsutterlin@wje.com.

David S. Patterson, AIA, is an architect and senior principal with Wiss, Janney, Elstner Associates’ (WJE’s) office in Princeton, New Jersey. He specializes in investigation and repair of the building envelope. He can be reached at dpatterson@wje.com.

The opinions expressed in Failures are based on the authors’ experiences and do not necessarily reflect that of The Construction Specifier or CSI.

Endnotes:
  1. [Image]: https://www.constructionspecifier.com/wp-content/uploads/2023/07/P4021529.jpg
  2. [Image]: https://www.constructionspecifier.com/wp-content/uploads/2023/07/P3300581.jpg

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