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Perspectives |
Roof Edge Securementby Kevin Ernster, RRC There is no debate as to the importance of proper roof edge securement.
The following quotations from a number of roofing professionals address the
importance of the roof edge. “The majority of roof covering failures resulting from
windstorms involve improperly designed or constructed perimeter flashings.” (1) “Wind’s effect on metal components is not new information. It
has long been widely recognized that the edge condition is vitally
important.” (2) “The most common initiating conditions for wind damage is
lifting of edge metal.” (3) “As with past windstorm events, many roofing failures are
directly related to inadequate attachment of metal edge flashings. . .” (4)
As with the other elements of the roof, proper roof edge
design takes into account the building location and specific building
attributes such as wind speed, height, size and roof edge configuration. The
components of the edge design must be of sufficient strength and
configuration to withstand the wind forces for a specific building and
location. Even with this level of
detail, how do we know a design will withstand the wind loads placed upon it The 2003 International Building Code addresses this issue.
Under Section 1504 “Edge securement for low-sloped roofs,” paragraph 1504.5
states: “Low-slope membrane roof
systems metal edge securement, except gutters, . . . .shall be designed in accordance
with ANSI/SPRI ES-1.” The ANSI/SPRI ES-1* standard establishes criteria for
determining local basic wind speeds, uplift pressures and the criteria for
static testing of fabricated roof edge assemblies. The International Building Code has been adopted in 27
states, and is expected to be adopted by more states in the future. In these
27 states, if the roofing contractor designs, fabricates and installs a metal
edge, coping or fascia that has not been tested to the ES-1 criteria, the
detail is in violation of the building code. It is also true for an architect or consultant who designs an
edge component that has not been tested and the contractor installs the
untested design, that the edge securement is in violation of the code.
Several companies do manufacture pre-fabricated metal edge components that
are tested and meet the ES-1 standard.
In some cases, they are tested to wind speeds greater than 170 mph.
However, these components tend to be substantially more expensive than shop
fabricated components. As
a specifier and designer of roof systems, this code requirement placed a
burden on us. It limited our choice of edge In the winter of 2005, Benchmark elected to test standard
roof edge designs to the ES-1 standard. Utilizing our designs, a fabricator
was contracted to build the edge details, which we then had tested at an
accredited lab. The test results documented that the Benchmark coping and
gravel stop designs are capable of withstanding winds in excess of 120 mph,
depending on building location, height and ground roughness. With this approval, Benchmark roof edge designs, when
constructed and installed as detailed, will meet the criteria of Section
1504.5 of the International Building Code. We know of no other roof consultant in the country to take on
this challenge and expense. We feel our roof edge testing program will reduce
project costs to our clients while ensuring code compliance. To view our roof edge details, go to our website at www.benchmark-inc.com
and click on the “Search Articles” link at the bottom of the home
page. 1. FM Global Data
Sheet 1-49 2. Thomas Smith, AIA:
“Hurricane Hugo’s Effect on Metal Edge Flashings” 3. RCI Interface,
February 2005, “Lessons learned from
4. “Wind Loads on
Metal Edge Flashings”, by James McDonald, Proposal Paper, October 1992 *ANSI - American National Standards Institute SPRI -
Single-ply Roofing Institute ES-1 -
Edge Securement 1 test Copyright (c) 2005, Benchmark,
Inc., all rights reserved. |
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