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Using Metal on a Low Slope

May 15, 2012

Most people think of metal
roofing being installed on
steep slopes, over 2/12
pitch where the roof is
visible, adding to the curb
appeal of the building.
This is not the type of roofing being discussed
here. Instead, this article reviews
methods to successfully install metal roofing
on open-frame structures on slopes as
low as ¼ in. per foot where there is no secondary
waterproofing. This is where one has
to get it right the first time or, in the case
of replacing or re-covering a nonperforming
roof, this article will provide methods to get
it right the second time around.
One thing is for sure: An enormous
amount of metal roofing has been installed
on industrial and warehouse buildings on
pitches as low as ¼ in. per foot. The main
reason metal is put into these applications
is that it costs less than other available
systems, and a properly designed metal
roof will outlast those other options by
a factor of two to
three. Logic tells
us that if metal is
to be installed on
a low slope, one
should use means and methods that provide
the best chance of success. That means
eliminating as many places as possible for
the roof to leak. The perfect building for a
low-slope metal roof would be rectangular
in shape, have exterior drainage with 40-ft.
panels on a 2-in. slope, and have zero penetrations.
Let’s face it: Consultants won’t get
a call about that roof—they will be getting
calls about the roof in Figure 1.
The roof in Figure 1 has it all: open bar
joist installation with five 40-ft.-long panels
that are lapped together end to end, covering
a 200-ft. span, large penetrations that
were installed with the roof on the right,
new penetrations that were added later on
the left, and a liberal application of caulk
6 • I n t e rf a c e A u g u s t 2 0 1 2
Figure 1 – Typical low-slope industrial standing-seam
metal roof with end laps, curbs, and evidence of previous
attempted repairs.
Figure 2 – Coated end lap caused ponding
water, which resulted in rust-through.
and coatings to stop the water from coming
into the building through the lap joints.
Consultants might not get the call about
those leaks because the maintenance man
can smear some more goop to slow them
down (Figure 2), but for sure, someone is
getting a call about this.
There are thousands and thousands
of these roofs hiding behind parapet walls
with internal gutters and huge condensers,
AC units, and vent pipes penetrating them.
The question is how to use metal on a low
slope and have the greatest chance for
success. Most low-slope metal roof leaks
can be sourced to one of three things:
exposed fasteners penetrating the building
envelope; panel end laps, both in the field
and around curbs; and alterations after the
initial installation because all of these roofs
are difficult to modify/repair after they have
been installed.
Let’s see how to address each of these
for the best chances for success.
Pan el Choic e
When choosing a metal roof panel to
be installed on a low slope, one need only
consider mechanically seamed structural
standing-seam panels designed to go over
open purlins. Stay away from snap-together
panels on this type of application. The seam
height should be over 2 in. on roofs below
1 in.-per-ft. slope. One may choose between
a trapezoidal-shaped rib and a vertical rib.
Both have their advantages.
A mechanically seamed, 3-in.-tall
trapezoidal-rib panel has a couple of advantages
over a vertical-rib panel. Mainly, trapezoidal
panels are the least expensive structural
standing-seam panels available. They
are very common and they cost less to manufacture,
package, and ship than a verticalrib
panel. They are great on rectangular
buildings with few if any curb penetrations
and short eave-to-ridge lengths (under 50
ft.). They come with preformed closures at
the ridge and eave and have a 3-in.-tall,
watertight seam.
Trapezoidal-rib panel advantages diminish
as the panel length increases, the roof
geometry gets more complicated, and the
number of penetrations increases. If the
goal is to eliminate places for the roof to
leak, a good place to start is to eliminate
panel end laps. Trapezoidal panels are
rarely site-formed, so it would be extremely
difficult to cover a run of more than 60 ft.
without introducing end laps into the roof
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A u g u s t 2 0 1 2 I n t e rf a c e • 7
8 • I n t e rf a c e A u g u s t 2 0 1 2
Also, while the shape of the seam lends itself
nicely to preformed closures at the ridge, it is a
hindrance if the panel has to be cut on an angle
for a hip or valley condition. In those conditions,
it is much more difficult to make a watertight
joint between the closure and the panel seam
than a vertical-rib panel. Finally, large curb penetrations
can be custom made to fit a trapezoidal
panel seam, but these panels rely on exposed
fasteners penetrating through the roof at all of
these conditions, opening up opportunities for
water infiltration.
If the roof has a longer panel run, complicated
geometry, or curbs, then a site-formed
vertical-rib panel may be a better choice. Since
the goal is to eliminate as many potential leaks
as possible, the easiest way to start is to eliminate
all end laps. There are two types of verticalribbed
structural standing-seam roof panels:
those that are asymmetrical and those that are
symmetrical. Both have their advantages. An
asymmetrical panel is one piece; installs from left
to right or right to left; will most likely be seamed
to a 180-degree double-lock seam; and, like
trapezoidal panels, has two-piece floating clips folded into
the seam. There is an abundance of portable and factory
roll formers out there that make a 2-in.-tall asymmetrical
panel. This seam height is probably okay down to a 1/12
slope. There are a few manufacturers that offer a site-
Figure 3 – 24-in.-wide by 3-in.-tall trapezoidal standing-seam roof panel with end lap.
Figure 4 – Diagonal
headwall on
trapezoidal standingseam
roof.
Figure 5 – Trapezoidal panel closure in a
diagonal application.
Figure 6 – Vertical rib panel with
diagonal closures.
formed vertical-rib panel that is over 2 in.
tall, and this is what is needed to go under
a 1/12 slope.
Asymmetrical panels have several
advantages over symmetrical panels. They
are much more common than symmetrical
panels; and they cost less money because
there is only one manufactured component,
and they use less material to make. The disadvantages
of asymmetrical panels are that
there is a break in the seam sealant at each
clip location, and the amount of thermal
movement is limited to the slide mechanism
of the two-piece clip. Also, there is a reasonable
chance there can be damage done
to the roof panel during the double-lock
seaming operation; and finally, these panels
are extremely difficult to remove, replace, or
repair after they have been installed.
A T-shaped symmetrical panel is run
in two pieces: a panel and a separate seam
cover that is machine seamed on the roof.
These panels cost more money because
they use more material and two component
parts—panel and seam cover—are required.
Since there is no contact between the seam
sealant and the clip, there is no interruption
of the seam sealant, yielding a more watertight
seam design.
Symmetrical panels
allow more
flexibility during
installation; have
a higher wind
uplift capacity;
and can be easily
removed, replaced,
or repaired after
installation.
Trap ezoi dal Rib
vs . Vertica l Rib
Figure 4 shows
a misapplication of
a trapezoidal panel
on a low slope,
terminating into a
diagonal headwall.
Figure 5 shows the actual closure.
Figure 6 shows the same diagonal headwall
with a 3-in. vertical-rib panel instead.
Eav e Con dition
When using a vertical-rib panel on a low
slope, it is best to fix the panel at the eave
and allow it to expand toward the ridge. This
is done for several reasons: mainly, this provides
a more watertight eave condition than
a panel that is hooked on the eave trim such
as on a steep-slope architectural panel. Fold
the end of the panel straight down so the
water runs off of the panel and does not
try to work its way back into the eave trim
(Figure 7).
A u g u s t 2 0 1 2 I n t e rf a c e • 9
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Figure 7 – Vertical-rib panel with end folded down at the eave.
1 0 • I n t e rf a c e A u g u s t 2 0 1 2
Next, lay down double- or triple-bead tape seal on the
eave trim, then fasten through the panel into the eave trim or
16-gauge offset cleat to get a good compression seal with the
fasteners overhanging the gutter (Figures 8-9).
Ridge Con dition
In regard to ridge conditions on low-slope roofs, if a verticalrib
panel is used, then take the opportunity to “bread pan” it
behind the closure (Figure 10). This is cheap insurance against
leaks. It can be done without cutting the
panel seam.
Curbs
The most difficult place to make a lowslope
metal roof watertight is on a curb. At
every curb, there is a minimum of four end
laps. Fortunately, there is a way to eliminate
these end laps. On the roof in Figure
11, there were nearly 700 panel end laps
with around 100 occurring around curb
penetrations. The overall panel length was
nearly 250 feet.
The roof in Figure 12 was re-covered
with zero end laps! This is because of
the use of variable-width, site-formed, vertical-
ribbed panels and transverse panels
uphill of all large curb penetrations.
Transverse panels are not new, but they
are seldom used. Transverse panels can be
used to eliminate all end laps on a low-slope
metal roof. Two panel widths can be used to
ensure that the panel seam lands as close
as possible to an existing curb penetration.
Figure 12 shows the use of both 24-in. and
18-in. panels, which land the seam within
6 in. of the curb.
Installing transverse panels is pretty
simple. Basically, the roof is sheeted up with
a seam landing as close as possible to the
curb, then across the low side of the curb,
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Figure 8 – Vertical-rib panel on triple-bead tape seal over eave
trim over 16-gauge offset cleat.
Figure 9 – Vertical-rib panel, fixed at the eave with panel
end folded down. Exposed fasteners over the gutter.
and up the other
side, leaving a hole
in the roof behind
the curb that runs
all the way to the
ridge (Figure 13).
Then, add an
eave member down
each side and a
support member
down the middle of
the hole that runs
all the way from
behind the curb to
the ridge (Figure
14). The support
member should be
slightly taller than
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A u g u s t 2 0 1 2 I n t e rf a c e • 1 1
Figure 10 – Panel
“bread panned”
at ridge prior to
installation of
closure and ridge
cap.
Figure 12 – The same roof as in Figure 11, re-covered with no end laps, using
site-formed, variable-width panels and transverse panels uphill of curbs.
Figure 11 – Large,
low-slope metal
roof with over 700
end laps, 100
around curbs.
the eave member so
that the transverse
panels have a slight
crown. Panels are
attached to the eave
members and supported
in the middle.
Transverse panels
can be used to raise
difficult penetrations
above the plane of the
roof, isolating them
and greatly reducing
the chance of having
a leak (Figure 15).
So in order to
increase the chance
of success when
using metal roofing
on a low slope, start
by eliminating all of
the places for a metal
roof to leak: exposed fasteners penetrating
the building envelope, panel end laps (both
in the field of the roof and around curbs) by
using a site-formed panel when lengths are
too long to ship, and by using transverse
panels uphill of curbs. Also, use a verticalrib
panel as the geometry gets more complicated,
panel lengths increase, and the number
of curbs increases. Finally, consider a
symmetrical panel when the likelihood of
needing to open the roof to make a change
or replace a panel at a later date is reasonably
high. This will save a lot of heartburn.
Metal used in this manner can be
applied not only in new construction, but
also to re-cover an existing metal roof or
even an existing externally drained modified
or single-ply roof that is on a ¼-in. slope.
1 2 • I n t e rf a c e A u g u s t 2 0 1 2
Charlie Smith founded Architectural Building Components
(ABC) in 1989, when he purchased the equipment of a small
Houston, TX-based metal roofing manufacturing business.
Since then, the company has grown into an industry-leading
metal roofing and wall system solution provider specializing
in using metal to re-cover existing low-slope roofs. ABC was
recently acquired by McElroy Metal, a Louisiana-based metal
roofing and siding manufacturing company with a national
footprint. Over the last 22 years, Smith has used his roofing
expertise and creativity to expand ABC’s product line to over 20 roof and wall systems.
He also has commissioned several Archzilla® jobsite manufacturing monster trucks.
Recently, Smith wrote half of and is teaching the new metal roofing course for RCI.
Smith earned a BS in geology from Stephen F. Austin State University, Nacogdoches,
TX, in 1982. He is a member of FM Global Group, Mississippi Roofing Contractors
Association, National Roofing Contractors Association, Roofing Contractors Association
of Texas, and RCI.
Charlie Smith
Figure 13 – Initial installation of roof in preparation for
transverse panels behind curb.
Figure 14 – Installing transverse
panels around large round pipe
penetrations.
Figure 15 – Difficult penetrations
are raised above the roof plane
and can be isolated using
transverse panels, reducing a
chance for a leak and the volume
of water coming into the building
if there is a leak.