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Protecting Metal Roof Panels From Hight Wind While Reducing Noise

May 15, 2012

In an area with hurricanes or high
winds? Have a standing-seam metal
roof that cannot meet the new wind
load requirements? What about a
metal building that makes lots of
noise when it’s windy? One product
solution may be an external purlin system.
An external purlin for standing seam
metal roofs, called WINDBAR, can add
uplift strength to new and existing roofs.
The principle behind the system is a patented
Windstopper foot. A nonpenetrating
clamp is placed evenly between roof clips
on the standing seams, a square bar spans
between clamps, and a bent metal strap
attached to the bar over the middle of the
panel prevents the panel from lifting. This
“foot” then holds down the middle of the
panel, resisting uplift under negative wind
pressure.
ASTM E1592, Standard Test Method for
Structural Performance of Sheet Metal Roof
and Siding Systems by Uniform Static Air
Pressure Difference, is the standard that
governs wind uplift. It simulates negative
wind pressure on a roof panel system.
During the test, the middle of the standingseam
roof panel arches upward to such a
great extent that
it disengages the
seams, causing
roof failure.
The company
tested a
standard 18-in.-
wide, 24-gauge
snap-together roof panel using the ASTM
E1592 guidelines with its system and
observed considerable improvements in
performance with minimal seam deformation.
For example, when roof clips were
placed at 4 ft. on center with the external
purlin system at 4 ft. spaced between the
clips, the panel performance was doubled.
Without the system, the panel failed (due
to seam disengagement) at 41.6 psf. With
the system, the panel failed (due to clip
deformation) at 78 psf. Even more impressive,
when the same roof panel system was
tested at 1 ft., 6 in. on center, the limits of
the testing chamber were reached before
panel failure occurred. Without the external
purlin system, the panels failed at 80.6 psf.
With it attached, 250 psf—the maximum
capacity of the test chamber—was reached.
Thomas M. Shingler, PE, registered structural
engineer and president of Design
Dynamics, Inc. of Dallas, TX, observed the
External purlins prevent panel uplift (photo courtesy of Marc Boulay).
External purlin system on a standing-seam building
in South Florida (photo courtesy of Marc Boulay).
A u g u s t 2 0 1 2 I n t e rf a c e • 2 3
tests, collected and deciphered data, and
prepared the structural report.
The external purlin system improves
the uplift performance of all standing seam
metal roofs. Most jurisdictions in North
America are now using the International
Building Code (IBC), which replaces the
Uniform Building Code (UBC). Many existing
standing-seam systems do not meet all of
the current requirements for wind uplift.
In several cases, only the edge zone of the
roof needs additional protection. In this
instance, one would use the external purlin
system only in select areas.
The system has been factory tested to
ASTM E1592 on several types of panels. It
has also been field-tested. In Savannah, GA,
external purlins were installed on a paper
mill to resist wind uplift. Two years later, a
hurricane blew through the area; and the
mill was one of only a few buildings with
standing-seam metal roofs that did not lose
any of its panels.
Another use for this system is for control
of a “noisy” metal roof. Over the last five
years, the system has solved noise issues
on several projects throughout the United
States, including numerous residences from
Iowa to Wyoming. Recently, 3,000 linear feet
of external purlin system were successfully
2 4 • I n t e rf a c e A u g u s t 2 0 1 2
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2nd Place winners ……… 500 RCI Dollars
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The entry deadline is October 31, 2012.
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The external purlin system on the Lincoln County Justice Center in
Hugo, CO, reduced roof noise due to wind uplift, strengthened the
building, and gave snow-retention protection.
External purlin system on a UPS building in South
Florida (photo courtesy of Marc Boulay).
installed on the Rehoboth Christian School in Gallup,
NM, to provide sound attenuation. Another customer
used the system on a metal building where the roof
made so much noise that when it was windy outside,
people could not use the space inside. After installing
it as a test on one section of the building, the owner
reported an almost complete noise reduction due to its
addition. No laboratory testing has been done for noise
reduction, but it has been field proven that the system
reduces metal roof noise in some cases.
On the Lincoln County Justice Center in Hugo, CO,
the system served three purposes. First, it reduced roof
noise due to wind uplift, which was the initial concern
of the property managers. Second, it helped strengthen
a metal building that had originally been underdesigned.
Finally, it gave the building much-needed snow
retention—an important feature in Colorado.
The system is a good investment against roof failures,
especially at the eave and edge zones of standingseam
metal roofs, particularly in high-wind areas.
Since WINDBAR is based on the proven SNOBAR
snow retention system, in a large part of the
country, an owner/architect can solve two
problems with one solution. In this case, a
designer must make sure to design not only
for wind uplift, but also for snow protection,
using the proper layout for both.
A u g u s t 2 0 1 2 I n t e rf a c e • 2 7
Jason Nagaki, vice president of SNOBAR/WINDBAR, has been a driving force in the
industry for over 17 years in various aspects of the research and development, design,
and marketing for the company.
Jason Nagaki
Drawing for Windstopper patent describing use of WINDBAR system.
the sheet. In the extreme, a thicker sheet
could have no more weathering-side coating
than a thinner sheet.
Thus, the subcommittee proposed that
the specified thickness of coating above
the fabric or scrim be revised such that
the coating thickness shall be a minimum
of 0.015 in. (0.38 mm), or 30% of the total
thickness of the sheet, whichever is greater.
If a ballot for revision is successful, a
0.080-in. (2.0-mm) sheet would, for example,
be required to have a coating thickness
of 0.024 in. (0.61 mm)—about 60% thicker
than presently required in D6878. D08 will
reballot this proposed revision within the
months ahead so that the results will be
available before its December 2012 meeting.
Status of Stan dar d D225
This document, Standard Specification
for Asphalt Shingles (Organic Felt) Surfaced
With Mineral Granules, is the responsibility
of ASTM Subcommittee D08.02 on
Steep Roofing Products and Assemblies.
This standard is among the oldest of those
under D08’s jurisdiction, having been originally
approved in 1925. But times change
and technology marches forward.
According to the D225 task group,
there are no longer any manufacturers
of organic-felt shingles in North America.
Furthermore, there are no known manufacturers
worldwide, but this is not a certainty.
Given this situation, the D225 task group
recommended to the subcommittee that
the standard be allowed to expire without
revision and reapproval. It currently bears
a 2007 date. Thus, according to ASTM
rules and regulations, barring reapproval
by 2015, it would be automatically withdrawn
that year. The subcommittee neither
accepted nor rejected the recommendation.
Rather, it proposed an option of balloting
the standard for withdrawal before the 2015
date is reached. No decision was made at
the meeting. The topic will be revisited at
a future meeting. In either case, the standard
is seemingly destined for extinction—a
stage in its career that organic-felt shingles
appear to have already reached.
Editor’s note: A separate article in the August
issue of RCItems details awards presented
to members of the D08 Committee at the
spring meeting.
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3 0 • I n t e rf a c e A u g u s t 2 0 1 2
The National Roofing Contractors
Association (NRCA) has published
a statement contesting the
recent statement by the International
Agency for Research on Cancer
(IARC) classifying asphalt fumes as
“probably carcinogenic to humans.”
According to the IARC, the danger
comes from “occupational exposures
to oxidized bitumens and their
emissions during roofing.”
“Based on more than 20 years
of research dedicated to the safe
use of asphalt in roofing, NRCA
believes IARC’s finding is at odds
with the available scientific evidence,”
the organization reported
in Professional Roofing.
NRCA Takes
Position on
Asphalt Fume
Classification