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What About the Trim? A Critical Element of the Building Envelope has Been Ignored for Too Long.

May 15, 2012

4 • I n t e r f a c e S e p t e m b e r 2 0 1 2
Depending on installation
details, exterior trim can
be a critical element of the
building envelope, particularly
on single- and multifamily
residential construction.
However, this critical component has
virtually been ignored by the building code
and code-referenced standards. This fact
has recently come to light as more and more
troubles with exterior trim have been documented
(Photos 1, 2, and 3). Exterior trim
components are typically installed along
roof lines as fascia board, around windows
and doors, at building corners, and at floor
lines—all of which are areas that are most
susceptible to elevated moisture.
The troubles with exterior trim typically
include water-related deterioration,
often originating behind the trim (where it
can be hidden from view) and/or at joints
that allow wicking of moisture that can
result in visible swelling and delamination.
In some instances, significant water-related
damage can exist
with no obvious visible
damage to the exterior
finish (Photo 4). As this
deterioration continues,
the underlying wall
assembly is exposed to
more and more water
infiltration. The deterioration
is most pronounced
in “engineered”
trim products, which
are highly sensitive to
moisture; but it has also
been observed on some
natural, less-durable
wood species used for
trim. However, Mother
Nature has never provided
a ten-year warranty
or made marketing
statements regarding
“long-lasting durability
allowing for decades
of service life.”1 Cement
and plastic-based trim
Photo 1 — Significant deterioration of engineered trim product. products, which are
nearly immune to water-related damage,
appear to be performing adequately to date
and are not discussed in this paper.
To compound the problem, manufacturers
of exterior siding and trim products
have historically displayed a lack of understanding
regarding the building envelope as
a system of individual components, each
with specific needs to accomplish longterm
durability. This lack of understanding
has been distributed to contractors in
the form of poor installation instructions.
These instructions have lacked sufficient
information (or actually provided defective
details) regarding integration of building
components used in an exterior wall assembly
(i.e., not requiring weather-resistant
barriers [WRB] to be properly integrated
with flashing, not requiring cut ends of trim
to be sealed, and requiring flashing to be
sealed with caulk). The applicable building
code(s)2,3 have only made general references
to flashing and weather resistance of exterior
walls, leaving the fate of the exterior
trim to the contractor. In order to avoid
deterioration, the exterior trim must not get
wet for prolonged periods of time. The same
lack of proper consideration of detailing all
Photo 2 — Engineered trim product deterioration.
Photo 3 — Deterioration of engineered trim product.
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S e p t e m b e r 2 0 1 2 I n t e r f a c e • 5
components in an exterior wall assembly
is what caused the construction industry
so many problems with EIFS.4 In fact, the
areas of problems with engineered trim are
essentially the same areas where EIFS was
documented to have problems with water
intrusion (Figure 1).5 This paper is intended
to highlight where we have fallen short with
engineered trim products, in hopes of promoting
improved practices for the future.
ENGINEERED TRIM PRODUCTS
The term “engineered” trim is simply a
euphemism for the more technically correct
term of medium-density fiberboard (MDF)
and the less technically correct term of
hardboard. This appears to be an effort
made by manufacturers of exterior trim and
the Composite Panel Association (CPA), the
North American trade association for the particleboard
(PB) and MDF industries, to steer
clear of terms that conjure images of welldocumented
problems with hardboard siding
that have been the subject of lawsuits
for decades.
Regardless of the name used to describe
the wood-based exterior wall cladding products,
it is the experience of the author that
most (if not all) building products of the
exterior siding and trim family are MDF.
This opinion is based on manufacturer test
data and independent testing that reveals
a specific gravity (SG) within a range of
6 • I n t e r f a c e S e p t e m b e r 2 0 1 2
Photo 4 — View of saturated engineered trim with no outward sign of failure.
Figure 1
0.74 and 0.81, which is consistent with the
definition of MDF by the Wood Handbook6
(SG = 0.50 to 0.80). Hardboard is defined
as having an SG of 0.90 to 1.0, although
hardboard siding products typically have
an SG in the MDF range. In summary, all
of the siding and trim products evaluated
to date are technically classified as MDF by
the Wood Handbook definition, regardless of
how the products are marketed.
COMMON OBJECTIVES
As building owners, designers, contractors,
and occupants, we should share
the following common objectives: durable,
low-maintenance, attractive buildings that
provide long-term functional service. In this
regard, building materials should be properly
selected for their intended purpose. It
is incumbent upon manufacturers, designers,
and contractors (those who collectively
deliver the end product into the stream of
commerce) to consider all aspects of each
product in order to meet the common objectives
stated above.
For the manufacturer, these aspects
include, but may not be limited to, the following:
• Proper research and development of
engineered building products,
• Adequate testing that actually simulates
in-service conditions. (This
requires an understanding of the
building code and accepted typical
construction practices), and
• In order to meet the common
objectives, adequate instructions
for designers and contractors who
use this product. (This requires an
understanding of the exterior wall
assembly and how an individual
product will be integrated with adjacent
components.)
For the designer (not always included
in single-family residential projects), these
aspects include, but may not be limited to,
the following:
• Proper research and evaluation of
building products,
• Review of manufacturer test data
that simulate in-service conditions.
(This requires an understanding of
the building code and accepted typical
construction practices.),
• Review of manufacturer instructions
to determine adequacy of integration
of the individual product with adjacent
exterior-wall components, and
• Supplemental instructions (as determined
to be necessary) to the contractor.
For the contractor, these aspects include,
but may not be limited to, the following:
• Proper research and selection of
building products,
• Complying with the applicable building
code and local construction
practices, and
• Adhering to manufacturer instructions
in order to meet the common
objectives.
THE BUILD ING CODE
It is the author’s opinion that merely
building to minimum building code requirements
results in the worst building that
a contractor can construct legally and get
away with. It should be considered the
weakest link in accomplishing the common
goals stated above. However, with all of its
shortcomings, the code includes adequate
S e p t e m b e r 2 0 1 2 I n t e r f a c e • 7
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8 • I n t e r f a c e S e p t e m b e r 2 0 1 2
provisions for manufacturers to develop
new and innovative building products.
Specifically, the code allows for “alternate
materials” to be used, as long as adequate
evidence is provided to indicate that the
product is
“…at least equivalent of that prescribed
in this code in suitability,
quality, strength, effectiveness, fire
resistance, durability, dimensional
stability, safety, and sanitation.”7
When hardboard siding manufacturers
expanded their product lines to include trim
products, there was no standard that specifically
dealt with trim. Hardboard siding is
subject to code-referenced ANSI 135.6,8 but
this standard does not currently address
(and never has) the thicker trim products
(commonly manufactured by gluing two
pieces of hardboard siding product together).
Additionally, it would seem obvious,
particularly to those who understand exterior
wall assemblies, that the new trim
products would be exposed to harsher conditions
than their siding counterpart. For
instance, lap siding is installed on a vertical
wall surface that has a significant gravitational
benefit of promoting rapid drainage
of water from the wall surface. Also, the
lapped condition of the siding protects each
course from water intrusion, leaving only
the exterior face and butt edge exposed
directly to moisture.
In contrast, the thicker trim products
are installed in the absolute worst locations
(in terms of exposure to elevated moisture)
and do not have the same gravitational
benefit. Specifically, fascia boards are
exposed to water from the roof edge and/
or gutters; window trim is exposed to water
from window leaks; and trim at floor lines is
exposed to water from wall areas above and
from splash-up from below—particularly
when the trim is adjacent to hard surfaces
such as walkways and patios. These are all
common building features that were known
to manufacturers when the trim products
were being developed and sold.
THE STANDARDS (NOT!)
According to the engineered trim industry
and manufacturers, there are currently
no standards that directly apply to
engineered trim products. However, some
experts (and manufacturers) have asserted
that ANSI 135.6 (the hardboard siding standard)
is applicable to exterior trim products.
It is clear that trim products exceed the
1/2-in. thickness limitation imposed by
this standard. Additionally, as described
previously, trim products are installed in
the areas of exterior walls that are most vulnerable
to elevated moisture. It seems completely
unreasonable to think that a standard
used with questionable success for
hardboard siding would be even remotely
effective for producing a durable trim product.
Finally, ANSI 135.6 requires all products
that comply with this standard to be
identified as such. The author is unaware
of any exterior engineered trim product that
has ever been identified as complying with
any standard.
According to the CPA website, “An ANSI
Engineered Wood Trim Standard is under
development and is expected to be complete
in 2012.”9 If this standard were released
today, it would be about 20 years after
engineered trim came on the market, after
millions of board feet had been sold to the
public, and after numerous problems had
been documented. It will be interesting to
see what (if any) value the new standard
will have in terms of providing a durable
building component (one of the common
objectives). The CPA membership includes
all major manufacturers of engineered trim
products. How stringent can the standard
be without causing compliance problems
for existing products? This is the same
problem experienced in the roofing industry
by nonasbestos-containing roofing tiles.
The product standard was developed after
numerous product failures had been documented.
10 The standard was developed so
that all manufacturers of nonasbestos-containing
roof tiles (that had not pulled their
product or filed for bankruptcy) would meet
the standard. The result was a superficial
standard of limited usefulness, and additional
failures were documented.
The only standard that has been developed
to address exterior MDF trim is ANSI
A208.2.11 The 1994 version of this standard
included provisions for exterior MDF, but
the “exterior” aspect was removed in the
very next version released in 2002.12 While
there is debate as to the applicability of the
1994 standard to exterior MDF, many documents
(including the Wood Handbook and
various CPA documents)13 specifically reference
the 1994 version as the standard for
exterior MDF. It is unclear why the exterior
reference was deleted.
It is worth noting that the physical properties
required of exterior MDF (put forth by
ANSI A208.2-1994) have been documented
by the author to be much higher than any
engineered trim product tested to date.
Particularly, modulus of rupture (MOR),
modulus of elasticity (MOE), and internal
bond (IB) values routinely fall short of the
referenced standard. These properties are
considered to be important in predicting
long-term durability of wood-based products.
Photo 5 — View of significant damage to engineered trim that was installed in compliance
with the building code and manufacturer instructions but not in accordance with best
practices.
BEST PRACTICES
The primary defense of failed “engineered”
trim products is improper installation.
While improper installation (installation
that does not comply with the building
code and/or the manufacturer instructions)
may contribute to the extent of damage to
a trim component, damages have also been
observed on trim components of numerous
buildings where the installation was properly
installed (installation that complies with
the building code and the manufacturer
instructions. (See Photo 5.) In most cases,
proper installation is confused with best
practices.
Best practices are those details that
are good ideas that should be specified
by building designers (who are not always
included in residential projects) and/or utilized
by contractors to achieve the common
goals, but are not required. The following
details are considered to represent best
practices for exterior trim installation:
• The installation of a weather-resistant
barrier (WRB) when it is not
specifically required
• The fabrication of flashing with “end
dams” that preclude the lateral
migration of moisture
• The sealing of cut (nonexposed) ends
of trim boards
• The field application of primer on all
six sides of trim boards
• The proper integration between
flashing and WRB
• Back venting of trim components
• Sealing of horizontal flashing joint
• Beveling of unprotected horizontal
projections
• Beveling of protected horizontal projections
Because the best practices described
above are not required by the building code
or manufacturer instructions, failing to
comply with these practices does not represent
improper installation. However, not
complying with best practices may violate
accepted industry standards. Specifically,
the manufacturer should design products
that meet the common goals based on
exposure to typical construction details
that meet the applicable building code and
their instructions. It is considered to be
unreasonable for a manufacturer to expect
contractors to perform above and beyond
minimum requirements. Specifically, exterior
trim products should be durable and
long-lasting (as claimed) when installed
in accordance with the weakest links (the
building code and the installation instructions).
Reliance on a contractor doing anything
beyond these requirements is wishful
thinking.
CONCLUSIONS
It is often said that we learn much more
from failure than success. If that is true,
we could learn a lot about “engineered”
trim products over the last 20 years. While
improvements have been made to the product,
we continue to (unrealistically) rely
on best practices to protect the trim so
that it provides a reasonable service life.
Unfortunately, the code and manufacturer
instructions fall short of best practices, and
damage inevitably seems to occur. Based on
the author’s experience, the recommendations
below are considered to be necessary
if we are to strive to meet the common objectives
outlined above.
S e p t e m b e r 2 0 1 2 I n t e r f a c e • 9
Manufacturers
• Produce a meaningful standard for
“engineered” trim that will result in
improved durability.
• Manufacture products that meet or
exceed the meaningful standard.
• Provide products with a code evaluation
report.
• Improve installation instructions
by showing typical integration with
adjacent building products and
include (or at least reference) best
practices.
Designers and Contractors
• Only use alternate products that
have a current code evaluation
report.
• Try to research the in-service performance
history of products before
making a selection.
• Review the product warranty to see
what the manufacturer expects to
have problems with, or has had
problems with in the past.
• Always specify and/or employ
accepted best practices when
designing building assemblies comprising
multiple components.
In summary, as we have learned (and
continue to learn) from construction failures,
wall assemblies must be properly
detailed and constructed to provide longterm
durability. The properties of each
building component—both strengths and
weaknesses—must be considered for the
common objectives to be achieved. Until
manufacturers, designers, and contractors
recognize each individual building component
as part of a system, we will run
the risk of falling short of the common
objectives. The recommendations provided
by this paper are suggested in hopes of
improving our current practices and reducing
problems in the future.
References
1. 2012 Buyers Guide, CPA website
(www.pbmdf.com).
2. 1995 CABO One- and Two-Family
Dwelling Code.
3. 2000 International Residential Code
(IRC) for One- and Two-Family
Dwellings.
4. Derek A. Hodgin, PE, RRO, RRC,
“The Problem Is Not EIFS – It’s The
Details,” Interface, RCI, Inc., March
2003.
5. “Key Areas That Must Be Properly
Flashed and Sealed,” EIFS Industry
Members Association.
6. Wood Handbook, United States
Department of Agriculture, Forest
Service, March 1999.
7. 1995 CABO.
8. American National Standard, Hardboard
Siding, American Hardboard
Association (AHA), October 22,
1990.
9. 2012 Buyers Guide.
10. Joseph D. Shuffleton, PE, “Cracking
of Nonasbestos, Fiber-Cement Roofing
Shingles,” Interface, RCI, Inc.,
November 1996.
11. American National Standards
Institute (ANSI), “Medium Density
Fiberboard (MDF),” National Particleboard
Association, Feb. 4, 1994.
12. American National Standards
Institute (ANSI), “Medium Density
Fiberboard (MDF) for Interior
Applications,” Composite Panel
Association, May 13, 2002.
13. Composite Panel Association,
“Medium Fiberboard (MDF) Mouldings,”
Technical Bulletin, 1998.
1 0 • I n t e r f a c e S e p t e m b e r 2 0 1 2
Derek A. Hodgin is a forensic engineer specializing in failure
investigation of building envelopes and roof systems. He
has investigated numerous types of roof failures resulting
from hurricanes, tornadoes, hail, fire, ice, and deficient
construction. Hodgin is a licensed professional engineer in
14 states; has RRO, RRC, RWC, REWC, and RBEC registrations
from RCI; is a certified Third Party EIFS Inspector,
Moisture Analyst, and Building Envelope Inspector with the
Exterior Design Institute (EDI); and is certified as a wind and
hail umpire with the Windstorm Insurance Network. He is the owner and president of
Construction Science and Engineering, Inc. (CSE) in Westminster, SC. CSE also has
branch offices in Asheville, NC; and Greenville, SC. Hodgin is a past member of RCI’s
Interface Editorial Board and currently serves on the RCI Technical Advisory Committee
(TAC).
Derek A. Hodgin, PE, RRO, RRC, REWC, RBEC, CDT
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