StuccoMetrics® |
Jeff Bowlsby CCS, CCCA
Exterior Wall and Stucco Consultant
Licensed
California Architect
Stucco and Sealant
Webpage Quicklinks Holes At Removed Lath Fasteners in WRB Gaps At Weather-Exposed Trim Splices,
Intersections, Terminations Sealant Used for Decorative Purposes |
An exterior stucco wall cladding system does not
need sealant or caulk for its own needs, but sealant or caulk is significant if
not critical to the effectiveness of the exterior building enclosure system
as a whole, for which the exterior stucco wall cladding system plays an
integral part. Water intrusion through building enclosure systems
is a major cause of property damage, a catalyst for legal action and
liability exposures for all parties and conditions related to building
enclosures in general and exterior stucco wall cladding systems in
specific. Let us not forget that
issues concerning sealant decimated the EIFS industry, but the EIFS cladding
material itself was not especially problematic. We cannot let history repeat itself and be
myopic regarding stucco. Stucco wall
cladding systems may be headed in the same direction as EIFS if the omission
of sealant causes even the perception that water-related issues may be
related to the stucco exterior wall cladding system. The possibility of water intrusion
associated with stucco wall cladding systems can be minimized with the
careful, considered and strategic use of sealant or caulking. The use of sealant or caulk at stucco clad
weather-exposed surfaces at lath accessory joint splices, intersections, terminations, and at
stucco panel edges to prevent water penetration, although granted could be
stated more clearly, is reasonably inferable as a building code requirement
and Minimum Stucco Industry Standard, and has strong support by significant
reference resources in the stucco industry. Visit the StuccoMetrics Reference Archives
webpage for cited references and further information. |
Minimum
Stucco Industry Standards for stucco wall cladding systems are indicated below.
Readers are encouraged to purchase the referenced
ASTM Standards directly from ASTM and review them. The referenced ASTM Standards and texts are
indicated for reader’s convenience, for purposes of topical discussion. Requirements
of the Standards are paraphrased, written in the imperative mood and
streamlined writing format as is recommended by the Construction
Specifications Institute (CSI) and common to construction specifications,
using the terminology developed and described on StuccoMetrics.com. ASTM C1063 Standard Specification
Installation for Lathing and Furring to Receive Interior and Exterior
Portland Cement-Based Plaster(1: ·
(7.11.3) Casing Beads: Terminate plaster at panel edges and at
dissimilar materials with casing beads.
Provide separation gap between plaster panel edges and dissimilar
materials to isolate non-loadbearing members from loadbearing members /
penetrating elements and prevent the transfer of structural loads. ASTM C926 Standard
Specification for Application of Portland Cement-Based Plaster(1). This text has not fundamentally changed since the first
edition of C926 in 1986 and before that in its predecessor ANSI A42.2-1971 Portland Cement and Portland Cement-Lime
Plastering Exterior (Stucco) and Interior(2): ·
(A2.1.3) Seal separation gaps between weather
exposed plastered panel edges and dissimilar materials to prevent water
penetration. In addition, various other stucco
industry reference resources establish a strong precedent for sealant use
with stucco wall cladding systems, assemblies, subassemblies and components
including embedment of lath accessory splices, intersections and
terminations, to keep bulk water out of the exterior stucco wall cladding
system. The following reference
resources should be considered advisory because they are either for
historical reference and have been superseded by more current reference
resources from the same organizations, or are not codified in the Minimum
Stucco Industry Standards: ·
1971 ANSI A42.3 – “A2.1.4 On exterior work V-grooves shall be caulked
or sealed to prevent entry of water.”(2) ·
c.1980 Technical
Manual, Keene Corporation, Penn Metal Products(3):
“On vertical surfaces it may mean the installation of caulking or weatherstrip beneath the control joint to seal the
opening…” ·
c.1980 Control Joints in Exterior
Portland Cement Plaster, Western Conference of Lathing and Plastering
Institutes, Inc.(WCLPI)(4): “All intersections and terminations of control
joints should be embedded and weather-sealed with caulking.” ·
1981 Minimum Property Standards,
US Department of Housing and Urban Development (HUD)(5): Required compliance with 1971 ANSI A42.3,
as discussed above. ·
1983 Keene
Corporation product catalog(6): “Intersections
of “joints” may be butted-and-calked...” ·
1991 920-91 Guide Specifications
for Metal Lathing and Furring, Metal Lath/Steel Framing Association
(ML/SFA Division of NAAMM)(7): “All intersections and terminations of “control joints”
should be embedded and weather sealed with caulking.” Drawing entitled “Control Joint Intersections” depicts two control joint
intersection conditions, both indicating sealant at the intersections.
Drawing entitled “Screwable Steel Framing” depicts multiple
locations of sealant caulking at stucco panel perimeters to adjacent
construction. ·
1993 Guide to Portland Cement
Plastering, ACI 524R(8),
American Concrete Institute: “Joints, intersections and terminations of control
joints, should be embedded and weather-sealed.” “Terminations or splices in “stress-relief
joints” should be embedded within a weather-resistant elastic sealant to
prevent moisture penetration.” ·
1996 Portland Cement Plaster
(Stucco) Manual, EB049 Portland Cement Association(9): “All
joints, intersections, and terminations of control joints should be embedded
and weather-sealed.” ·
1997 Stucco Resource Guide,
Northwest Wall Ceiling Bureau(10):
“4.6 Control members shall be
fit together neatly at intersections and splices and shall fit neatly at
terminations. In wet areas, splices
and intersections should be set in sealant or buttons of sealant should be
applied after control joint installation.” ·
1999 Stucco Resource Guide,
Northwest Wall Ceiling Bureau(11): “21. It is recommended that trim accessory
joints be weather-sealed by embedment in caulking at intersections, when
placed end-to-end, abutting one another and at terminations.” ·
2001 Systems Manual, Texas
Lathing and Plastering Contractors Association & the Texas Bureau for
Lathing and Plastering (12):
“21. It is recommended that
trim accessory joints be weather-sealed by embedment in caulking at
intersections, when placed end-to-end, abutting one another and at
terminations.” ·
2003 Portland Cement Plaster
(Stucco) Manual, EB049 Portland Cement Association(13): “All
joints, intersections, and terminations of control joints should be embedded
and weather-sealed.” ·
2004 Guide to Portland Cement
Plastering, ACI 524R, American Concrete Institute(14): “Terminations
or splices in the control joint should be embedded within a weather-resistant
sealant to prevent moisture penetration.” ·
2007 Stucco in Residential
Construction, Minnesota Lath and Plaster Bureau(15)
(2000, 2004 editions identical):
“The subsequent joint between the window and stucco at the sill and
jambs are then filled with a closed cell bond breaker and low modulus
elastomeric sealant [illustrated].”
Various illustrations of stucco wall cladding system openings and
penetrations including deck attachment, deck handrail attachment, piping and
vent sleeves, hose bibs and dryer vents, light fixtures and outlets depicted
and described as sealed. ·
2008 Guide to Portland Cement
Plastering, ACI 524R, American Concrete Institute(16): è
“Terminations or splices in “stress-relief joints”
should be embedded within a weather-resistant elastic sealant to prevent
moisture penetration.” è
“Specify and detail the installation of flashing,
weep screeds, and sealant at doors and around windows, vents, and all other
wall penetrations to ensure that water will be diverted or channeled to the
outside of the wall assembly in accordance with ASTM C1063 and E2112.” è
“Specify and detail the use of sealant at
“stress-relief joint” terminations and splices” è
“Specify and detail the use of sealant at wall
penetrations to prevent leakage at these points.” ·
2009 AMICO product catalog(17): “Flashing
should be applied in the form of asphalt saturated construction paper or
flashing strips behind all expansion joints and all joints should be imbedded
[sic] in caulk.” ·
2009 Guide Specifications for Metal Lathing and
Furring, EMLA 920-09(18), regarding sealant use at metal lath
accessories: è
“Joinery of abutting ends of trim accessories should
be spliced or lapped and sealed with appropriate sealant.” è
“Joinery of “control joint” intersections should
be spliced or lapped and sealed with appropriate sealant.” è
“Joinery of flashing sections should be
appropriately lapped, sealed and mended together by applications of sealants,
adhesive backed membrane or other appropriate means of continuity.” è
“Stucco terminations at penetrations should be
sealed with sealant to the metal side of the flashing or stucco trims. Not to the face of the brown coat or finish
coat.” è
““Control joints” should be sealed at
inside/outside corners and termination points.” è
“All intersections and terminations of “control
joints” must be embedded and weather-sealed in a bed of caulking material.” ·
2009 Lath Inspection Resource
Manual, Second Edition, Minnesota Lath & Plaster Bureau(19)
(2005 Edition identical):
General Notes, “Joinery of abutting ends of trim accessories should be
spliced or lapped and sealed with appropriate sealant.” “Joinery of control joint intersections
should be spliced or lapped and sealed with appropriate sealant.” References on numerous detail photos of
stucco panel edges, “control joints”, “expansion joints”, splices, intersections
and terminations, pipe and vent flashings, be sealed because they are
“vulnerable to moisture intrusion”. ·
2011 Plaster Assemblies Manual
Online, Technical Services Information Bureau (TSIB)(20):
“It is recommended that in areas subjected to wind-driven rain,
control and expansion joint terminations/intersections be set in sealant or
buttons of sealant for wet locations.” ·
2014 Fasteners and Self-Sealability of
Weather-Resistive Barriers, RCI-TA-005-2014, Roof Consultants Institute
Technical Advisory(21): “The potential for water intrusion
through fastener penetrations—particularly with claddings like siding,
stucco, and adhered masonry veneer, where thousands of fasteners can be used
to attach the siding or metal lath through the air barrier—can be minimized
by following common practices as follows: è Confirm
fasteners engage with studs/framing or a sound substrate. è Avoid
the use of supplemental fasteners, sometimes used incorrectly to attach accessories
between studs such as control joints and other accessories in stucco
(required to be wire tied between studs). è Avoid
errant fasteners that do not go through studs or spin and create a larger
opening, as well as loose connections (particularly in gypsum-based
sheathing). è Remove
“loose” fasteners and seal the holes. è Avoid
the use of powder or power-actuated fasteners.” ·
2014 Plaster and Drywall Assemblies
Manual, Walls and
Ceilings Magazine(22): “It is recommended that in areas subjected
to frequent wind-driven rain, control joint and expansion joint
terminations/intersections be set in sealant or buttons of sealant to prevent
moisture intrusion.” Additionally, review the following ASTM standards for
general information about sealant specification, sealant joint design and
installation and sealability of fasteners: ·
ASTM C1193 Standard
Guide for Use of Joint Sealants(1) ·
ASTM C920 Standard
Specification for Elastomeric Joint Sealants(1) ·
ASTM
D1970 Standard Specification for Self-Adhering Polymer Modified Bituminous
Sheet Materials Used as Steep Roofing Underlayment for Ice Dam Protection(1) ·
ASTM
E2112 Standard
Practice for Installation of Exterior Windows, Doors and Skylights(1) ·
ASTM
E2128 Standard
Guide for Evaluating Water Leakage of Building Walls(1) ·
ASTM
E2266 Standard Guide for Design and Construction of Low-Rise Frame Wall
Systems to Resist Water Intrusion(1) While other stucco industry reference resources are silent on the issue of
sealant or caulk at lath accessory splices,
intersections and terminations, none specifically recommend against
sealant, or require that sealant or caulk not be
used for these conditions. |
From ASTM C926 the general intent to provide a sealant or
caulking material to seal out potential water entry at “V-grooves”, stucco
panel exposed ends and edges is clear.
The issue is identified and general requirement is explicitly stated. Significant support exists for the use
of sealant or caulk at weather-exposed lath accessories from every facet of
the stucco industry including the codified Minimum Stucco Industry Standard
ASTM C926, the original “control joint” lath accessory manufacturer, the metal
lath and lath accessory product manufacturer association, portland cement
product manufacturer organizations, contractor trade organizations, and
voluntary industry standards documents.
|
If every exterior stucco clad building surface
was fully-protected from the weather and direct exposure to bulk water
especially wind driven rain, then sealants or caulk related to the stucco
cladding system would probably not be essential for any exterior stucco wall
cladding system. A building would need
100% protection from the weather using extremely broad overhangs, a high
performance waterproofing enclosure system (basically an above ground
submarine) or similar means to be completely protected. But that is obviously not reality. Weather
reality is that many, many stucco clad buildings experience weather extremes
from time to time, if not on a regularly recurring basis. Even climates considered as relatively
benign, can experience occasional hard driving rains, windblown into the wall
claddings, buildings that may or may not have protective roof coverage or
other drainage conditions. Reasonably
designed and constructed solutions when it comes to exterior stucco wall
claddings will foresee and accommodate reasonably predictable extreme weather
conditions. Cured portland cement-based stucco wall
cladding systems are exceptionally weather-resistant, one reason that makes
them an excellent exterior building wall cladding system. Where water can potentially penetrate the exterior
stucco wall cladding is at discontinuities in the stucco cladding system – at
cracks, weather exposed and unsealed static and dynamic movement joints,
penetrations, wall openings and stucco panel edges. Cracks are not only visual
distractions; if a crack goes all the way through the stucco membrane it can
create a water pathway into the wall cladding system. Any crack that is visible at the finished
surface is a potential water path, but cracks may only occur on the surface
and not through the full thickness of the stucco membrane. A water molecule only needs a mil or two width to be able to penetrate through a crack. Cracks in one coat, may not align with
cracks in subsequent coats. Cracks in
one coat stucco applications may be more likely to be through cracks because
the coating has only one coating layer, than in a multiple coat stucco wall
cladding system. Multiple cementitous
coating layers add redundancy so cracks in 2-coat, 3-coat or 4-coat stucco
are more likely to be covered by succeeding coats. Minimizing water penetration at cracks is
in part, a function of the number of portland cement-based plaster coats and
characteristics of each coat, especially the finish coat. The potential for water penetration
into the stucco cladding system is a greater risk at weather-exposed
stucco lath accessory joint
splices, intersections, terminations, and at stucco panel edges than from
cracks. Rigid metal and plastic lath
accessories are exposed at the stucco finish surface and are commonly
installed with simple butted splices, intersections and terminations that are
not inherently watertight. Stucco
panel edges at perimeters, are typically constructed with casing beads, which
are not inherently watertight to the WRB or adjacent construction, and the
separation gap that occurs between the casing beads and adjacent windows,
doors, vents, penetrations and the interface with other claddings or wall
elements can allow water penetration if the gap is not sealed watertight. Water penetration into the exterior
stucco wall cladding system from any source is hopefully incidental moisture
only and not bulk water, but that depends on the specific combination of
weather conditions, weather exposures and construction of the exterior stucco
wall cladding system. Whether water
penetration occurs at cracks, lath accessories or stucco panel edges, a
concealed continuous WRB, SAF and sheet metal flashings and weep flashing
system is provided to manage incidental water and redirect it out of the
exterior stucco wall cladding system. Preventing bulk water from even
entering the stucco cladding system at all is by far the easiest, least
costly and most effective means of preventing water intrusion into the
building and avoiding the potential for concealed damage, than attempting to
manage it once it has bypassed the exterior stucco wall cladding. The strategic and careful application of
resilient sealant is the most effective, most durable solution and requires
no maintenance when concealed from ultraviolet exposure. Lath accessory splices, intersections,
terminations are best embedded into a sealant bed. Sealant at stucco panel edges with adjacent
dissimilar materials must unfortunately be exposed and periodically
maintained. Most dry lapped WRB and
flashings systems used with stucco wall claddings are dimensionally compact,
gravity drainage assemblies that may not have the performance capability to
effectively manage elevated volumes of water behind the stucco wall cladding
system because of their compact dimension.
Lath fasteners are jobsite installed and create innumerable fastener
penetrations in WRB membranes; any fastener penetrating the WRB that is
mis-located, mis-installed or removed without being repaired can potentially
allow water intrusion into the wall cavity.
Lath accessories are fabricated of metals and plastic, and extend
through the thickness of the stucco and are weather-exposed at the surface of
stucco. No lath accessory is resilient
enough or self-sealing to create a watertight condition at splices, intersections
and terminations without the use sealant or caulk. Stucco panel edges adjacent to
dissimilar materials such as at window and door frame assemblies, louvers and
vents, and wall penetrations require similar attention with sealant to create
a watertight condition. Window and
door frame assemblies sometimes include an “integral stucco stop” molded or
formed into their perimeter frames intended as a convenience to the
plasterer, but they are a disservice because they frequently do not function
as necessary to keep bulk water out of the stucco wall cladding. These window and door frame assemblies are
often made of aluminum or non-metallic materials, with a coefficient of
linear thermal expansion (CLE) that is quite different than stucco. The CLE of stucco and steel are similar,
but aluminum is 2x, and PVC is over 4x the CLE of
stucco. This difference in thermal
expansion rates creates an incompatibility between stucco and these other
materials under ambient service conditions which can create separation gaps,
stucco cracks and spalling which may allow water penetration at stucco panel
edges. Additionally, portland
cement-based plaster shrinks away from these perimeter conditions creating
similar gaps that can allow water penetration if not sealed or caulked
watertight. ASTM C1063 does not
recognize the ‘integral stucco stops’ of these assemblies as an acceptable
stucco panel edge termination, and requires a casing bead as a stucco panel
edge termination, a separation gap and a sealant joint at dissimilar
materials to prevent water penetration.
Avoid the temptation to omit casing beads and sealant at stucco panel
edges adjacent to dissimilar materials such as windows and doors, especially
assemblies with ‘integral stucco stops’.
Provide a separation gap between the stucco panel edge casing bead and
the dissimilar material of at least ¼ in. wide (3/8 in. and wider is a better
performance joint) and fill the gap with sealant over a backer rod following
ASTM C1193, for cleaning, joint configuration and other sealant joint
parameters. Other conditions of the exterior stucco
wall cladding system may exist that may allow water penetration but are not
explicitly mentioned as requiring sealant in ASTM C926. These conditions may require sealant or
caulking in the same spirit – to keep bulk water out of the stucco cladding
and out of the building. Lath
fasteners penetrating the WRB or SAF that miss framing members, or that are
installed at an angle or are otherwise mis-installed, or are removed and
relocated leaving an open hole in the WRB, may cause water penetration if not
sealed watertight. Drainage flashings
with unsealed laps or intersecting with other lath accessories may create
water pathways into the building if not sealed watertight. Sealant and caulking materials must be resilient,
durable and compatible with their substrate, typically either the metal or
plastic lath accessories or flashings, or the WRB membrane and SAF. Compatibility of materials must be
verified. Movement performance of sealant
must be verified. Substrate
preparation, cleanliness, the need for primers, sealant joint profile and
other factors must be considered and accommodated for the effective use of
sealant and caulking materials. The use of sealant materials is appropriate to seal
weather-exposed stucco movement joint lath accessory splices, intersections, terminations against potential water penetration. Stucco wall cladding system movement joints
provide a range of motion that is predictable and the movement joint can be
designed and sealant material specified to accommodate the required
movement. ¼ in. wide sealant joints
are the Minimum Industry Standard, but 3/8 in. and wider are easier to
install and perform better by accommodating more movement. Wider movement joint widths may be required
dependent on anticipated movement requirements. Sealant materials in correctly designed and
constructed stucco movement joint subassemblies can typically accommodate a
movement range of between 25% to over 100% of the joint width, so joint width
and sealant material performance capability are used to determine the design
of the joint and its performance.
Stucco movement joint subassemblies are located to accommodate various
movements – building substrate support movement, stucco panel perimeter
movement, movement at the interface between load-bearing and non-loadbearing
components, shrinkage movement and thermal movement, etc. The use of caulking materials is only appropriate for non-movement
conditions. Caulk materials are
relatively non-elastomeric, and can only realistically be used as a static hole filler where little to no movement is anticipated
which is one reason why caulking materials are not typically specified. Most design and construction professionals
will specify and use only one sealant material on the jobsite for the
purposes described, to avoid the potential for misapplying the wrong product
for the wrong purpose. While both
movement and non-movement conditions exist related to stucco wall cladding
systems, typically sealant materials are used for both conditions for
convenience, even though the movement capability of sealant materials are not
required for hole filling purposes.
Caulking materials will not be discussed further as they have limited
function and are seldom used. ANSI A42.2-1971, predecessor to ASTM C926, at A2.1.4 says: “On
exterior work, V-grooves shall be caulked or sealed to prevent entry of water.” ASTM C926 today, at A2.1.3, is virtually
identical, and adds “exposed ends and
edges of stucco panels or exterior work” to the requirements. The term ‘exterior’ is synonymous in definition with
weather-exposed surfaces in the building code. The concept is simple, exterior building
surfaces are weather-exposed and as such require weather protection. Non-weather exposed surfaces do not require
weather protection. That word “V-groove” is antiquated and troubling to some in a
contemporary context, but reflective of the terminology used in the era when
it was adopted. The 1981 HUD Minimum
Property Standards illuminates the term:
“Run V-groove on brown and
finish coats around all metal trim, and at similar conditions.” So a V-groove would have occurred in the
cement coats at metal lath accessories as it abutted adjacent components at
stucco panel ends and edges, a V-groove serves the same purpose and is
therefore functionally equivalent to a lath accessory today where exposed at
the stucco surface. A V-groove is
functionally identical to lath accessories which include conditions such as
intersections with other lath accessories, at splices, and such as where
wrapping internal and external corners.
Where occurring at weather-exposed surfaces, V-grooves and equating to
today’s lath accessory splices,
intersections, terminations, and stucco panel edges were then and are
now, prone to potential water penetration and required to be sealed to keep
bulk water out of the stucco cladding system. Water can potentially penetrate around the ends and edges of
stucco panels which occur at the top, bottom and sides of a stucco wall
cladding, around wall openings such as window and door assemblies, and at
penetrations such a pipes and electrical outlets. Each of these stucco conditions – joints,
joint terminations, and edges, must include a metallic or non-metallic lath
accessory and a separation gap to the dissimilar material to allow for
differential movement. The separation creates a stucco panel edge
and gap at the stucco panel edge which, at weather-exposed surfaces, needs to
be sealed to keep bulk water out of the stucco cladding system. Sealant applied
directly to portland cement-based stucco is not durable. Sheet metal and non-metallic lath accessories are hollow in
profile or create a hollow void behind them that even though potentially
narrow, is large enough to function as a water path. Once bulk water gets behind the lath
accessory it can travel great distances behind the stucco wall cladding until
it either drains out from behind the cladding or becomes water intrusion into
the wall cavity. It is important for
vertically-oriented lath accessories to allow drainage at their lowermost
termination, typically over weep screeds or drainage flashings – conditions which
should not be sealed to allow drainage. Fasteners for installing lath and lath accessories – nails,
screws and staples – can be especially challenging from a water penetration
perspective. On a wall, staple crowns
must be installed vertically-oriented parallel to studs so that both staple
legs are installed to penetrate vertical stud framing, which can be a
physical challenge for an installer.
Any fastener installed then subsequently removed leaves a hole in the
WRB that is a direct water path into the wall cavity unless it is
repaired. Seeing a black hole on black
building paper, through shiny, small lath apertures, and effectively sealing
them against water penetration, can be a challenge. Any fastener that is not set square to the
WRB surface, may go in misaligned and enlarge the penetration at the WRB
surface, may tear the WRB or may not seal to the WRB, etc. is a potential
water intrusion condition into the wall cavity. Fasteners that do not
self-gasket to the WRB surface may allow water intrusion; smooth shank
staples that miss substrate support framing are of particular concern. Fasteners that are not installed where they
penetrate the substrate support framing or blocking (‘shiners’) may allow
water intrusion into the wall cavity, even if they penetrate sheathing, which
is not acceptable purchase for fasteners as defined in ASTM C1063. Shiner fasteners may be abandoned in place,
and the fastener head domed with sealant to achieve a watertight condition,
or where removed, the remnant hole sealed watertight. ASTM D1970 is the industry standard
evaluation method for determining the self-sealability of fasteners through a
waterproofing membrane. While ASTM
D1970 is an informative test, it has limitations when used to evaluate stucco
cladding fasteners in typically encountered conditions found in stucco
cladding systems and is a reference resource but may not always be definitive
in emulating real world stucco wall cladding system conditions. In particular, it applies to smooth shank
nail fasteners not screws, installed only into plywood, with other particular
conditions, into a roof surface not a wall, and other factors. Embed lath accessory intersections, corners and terminations
into dabs of sealant or caulking which
minimizes long term UV exposure and hence degradation of the sealant or
caulking.
Avoid topical sealant application at lath accessories after the lath
accessories are installed. Applying
sealant or caulking topically after the
lath accessory is installed is not optimum because it may be difficult or not
possible at all to effectively seal the condition watertight, and exposure to
UV allows degradation and requires maintenance, and exposed sealant may be an
aesthetic issue. Concerning
water intrusion, a fundamental issue with stucco wall cladding systems where
lath is fastened with nails, screws or staples through a WRB to a substrate
support, is the multiple penetrations of lath fasteners through the WRB. Water finding its way behind the stucco
wall cladding system has been known to intrude into the wall cavity around
incorrectly installed fasteners, or when fasteners have been removed leaving
an open hole in the WRB, or if the fasteners miss framing members and other
vulnerable conditions in the WRB and flashing system. ASTM C926 recognizes that stucco wall
claddings are not inherently watertight and requires sealant or caulking at
exposed stucco wall cladding panel ends and edges to prevent the entry of
bulk water from getting behind the stucco cladding. Other potential water penetration
conditions through the stucco wall cladding include gaps created by shrinkage
and thermal movements around perimeter casing beads, extruded aluminum
terminations, intersections and terminations of SMJS, PMJS and BMJS and
sometimes stucco crack conditions.
Keeping the water out from behind the stucco cladding in the first
place is a significant factor in assuring a functional and reliable stucco
wall cladding system. The industry
recognizes that stucco wall cladding is not a watertight system in and of
itself and relies on the WRB, flashings and potentially a defined drainage
cavity to manage and drain water that does make it past the stucco wall
cladding system outer surface. With
regards to sealant or caulking for a stucco wall cladding system, determining
which entity installs and is responsible for this sealant or caulking causes
some consternation in the industry.
One issue is that ASTM C926 requires sealant or caulking at certain
stucco wall cladding perimeter conditions, yet sealant and caulking may be a
separate trade from the plastering trade.
Secondly, sealant or caulking may be required at certain conditions
within the stucco cladding system yet ASTM C926 and C1063 are silent on these
conditions. The solution to this
sealant dilemma reflects a combination of the location of the sealant in
question, contractual responsibilities, and the expectations and actual
performance and workmanship quality of the stucco wall cladding system. It
is generally accepted within the industry that the stucco wall cladding
craftsman is responsible for any sealant or caulking needed that is related
to the installation of the stucco cladding system particularly at lath
fastener penetrations of the WRB or repairing damage caused to the WRB
resultant from installing the stucco wall cladding system over the WRB. Frequently the stucco wall cladding
craftsman also installs the WRB at stucco conditions so it is appropriate
that sealant at these conditions be within the stucco wall cladding
craftsman’s customary scope of work.
Likewise it is customary practice that any required sealant or
caulking within the stucco wall cladding perimeter such as at BMJS, PMJS, and
SMJS ends, intersections and terminations, sheet metal flashing laps, etc.,
is also within the purview of the stucco wall cladding contractor, where it
is true that the stucco craftsman installs these components and
subassemblies. ASTM C926 directly recognizes the importance of sealant
or caulking at the stucco wall cladding system perimeter (panel ends and
edges) as an essential functional component for the stucco wall cladding
system where it adjoins with dissimilar materials by specifying sealant or
caulking at these conditions. ASTM
C926 however, does not specify the entity responsible for installing sealant
at stucco panel ends and edges. ASTM
C926 is a reference specification, similar to contract specifications
prepared following Construction Specifications Institute (CSI)
specifications. Specifications in a
project manual, whether they be Sections in a project manual or codified
reference specifications as in ASTM Standard Specifications, specify a ‘unit
of work’ – e.g. the work required, but not an identification of the specific
entity responsible for executing the work, other than the contracting party
of the general contractor. The point is that any party can be contractually
responsible for the sealant and caulking occurring at the perimeter of the
stucco wall cladding system, a determination just needs to be agreed
upon. One precedent for determining
responsibility is realizing that perimeter sealant or caulking is an integral
component of other non-stucco wall cladding exterior wall-related systems
materials and their installers – e.g. metal panel cladding, windows, curtain
walls, doors, plumbing and electrical penetrations, etc,
so the same approach could be applied to the stucco wall cladding
system. An issue with this approach is
that most stucco craftsmen are not trained or experienced in the sealant
joint trade and know their limitations and there may be trade boundaries or
licensing issues. To provide the
perimeter sealant joints, some projects will engage a separate dedicated
sealant subcontractor for sealant work for the entire project other than
where sealant or caulking occurs within separate individual systems. On other projects, for contracting
convenience, warranty management and other reasons, sometimes general
contractors will assign the sealant and caulking related to a given system to
the relevant subcontractor. This is
not generally an unreasonable practice it is simply a matter of
contract. Where the stucco craftsman
is required by contract to provide perimeter sealant, if not personally
qualified or willing to self-perform the sealant or caulking work, and if
allowable by trade and licensure laws, it is within their prerogative to
subcontract for the sealant and caulking with qualified entities to comply
with their contract. The following images represent a few examples of some of the
more common conditions that can allow bulk water intrusion into, around and
through a stucco wall cladding system, and
potentially into a wall cavity that require sealant or caulking or other
effective repair method to maintain watertight integrity of the stucco wall
cladding system. These examples are
not a comprehensive list: Holes At Removed Lath Fasteners in WRB Empty holes through WRB at removed lath fasteners Removed lath fastener through OSB sheathing between framing
members. Water testing in process
without differential pressure. Staple leg shiners allowing water intrusion Testing in process without differential pressure (Click photo to see
video) Staple leg shiner installed between framing members. Gypsum sheathing does
not effectively gasket fasteners Water testing in process
without differential pressure. Lath fastener installed into framing member, but not drawn
tight to WRB Lath
fasteners not in compression can allow water intrusion. Water testing in process
without differential pressure. Staple leg shiners at 7/16 inch thick OSB sheathing 3/4 in. embedment into
framing members is not achieved as
required by ASTM C1063 Lath fastener shiners in wood based sheathing can allow water
intrusion Photo courtesy of
Paul Ellringer PE, CIH, www.airtamarack.com Lath fastener shiners in cold climates can allow condensation Photo courtesy of
Paul Ellringer PE, CIH, www.airtamarack.com A variety of solutions exist to address lath fastener-related
conditions, depending on the circumstances.
The following images generally illustrate potential solutions,
although the list is not comprehensive: Lath nails with furring wads, provides gasket to WRB Sealant at lath fastener screw heads, provides gasket to WRB Proprietary screws with sealant-filled furring device provides gasket to WRB (Photo courtesy of Greg
Stephan of Fasten Seal Products LLC) Gaps At Weather-Exposed Trim Splices, Intersections,
Terminations Unsealed lath accessory splice is a potential water path into
the wall cavity. Mock-up wall omits WRB for visualization
purposes. Water testing in process
without differential pressure. (Photo courtesy of
www.RobertTellez.com of Roberts Consulting Group) Unsealed lath accessory intersection is a potential water path into the wall cavity Unsealed BMJS subssembly intersection is a potential water path into the wall cavity Unsealed lath accessory termination is a potential water path into the wall cavity Embed lath accessory splices,
intersections, terminations into sealant, avoid topical sealant application (photo
courtesy Jim Gulde, Masonry Information
Technologists, Inc.) Sealant applied to intersection of window head Z-flashing (no
end caps) and top end of vertical window jamb casing bead Sealant applied at intersection of EATS reveal and vertical window jamb casing bead. Sealant applied at intersection of Double-V Horizontal
Drainage screed and vertical window jamb casing bead Sealant applied at intersection of vertical SMJS subssembly
and upper horizontal casing bead at stucco panel edge Horizontal SMJS subssembly splice embedded in sealant bed Horizontal SMJS subssembly terminations embedded in sealant
bed Sealant applied at lap splice of drainage screed, Where placed over wall assembly below Unsealed
lowermost vertical lath accessory termination at
horizontal drainage screed to allow drainage Stucco panel edge (without casing bead or sealant) at
dissimilar materials is a potential water path into the wall cavity Arrow pointing to
unsealed gap Stucco panel edge (without casing bead or sealant) at
dissimilar materials is a potential water path into the wall cavity Arrow buried into unsealed gap Sealant filling separation gap between stucco panel edge
casing bead and window assembly (dissimilar material) Gap and sealant between stucco panel edge sheet metal flashing and pipe penetration (dissimilar material) Sealant Used for Decorative Purposes Disappearing joints: Sealant may also be used for exposed,
decorative purposes. Stucco wall
cladding system movement joints including BMJS, PMJS and SMJS are needed for
functional reasons and they should be located wherever they need to be
located for functional purposes to minimize stucco cracking – as the primary
and foremost rationale. Because joints
are visible at the stucco surface, they create narrow shadow lines that some,
in certain situations, would prefer to not see, especially in common, perfectly
planar, smooth stucco surfaces. ‘I
don’t want to see joints – make them go away’ you say! The linear gaps at these subassemblies can
be filled with a small backer rod and sealant to minimize the visibility of
the joints, for decorative purposes if desired – and voila! – they disappear before your very eyes. Well almost disappear, and it can be pretty
convincing especially if you squint - but you get the idea. The sealant should be pre-tinted to match
the adjacent stucco color and not painted over, because painted sealant will
crack due to joint movement. All the
typical requirements for sealant apply – clean and prime the substrate, and
correctly tool the sealant. Sand can
even be embedded into the sealant to approximate the stucco finish texture
and reduce sealant gloss if desired. The
exposed sealant will not make the SMJS shadow lines completely disappear, but
this approach will minimize their visibility. Celebrate the joints:
Alternatively, stucco wall cladding movement joints can also be used
to express the function of the discrete panels and to visually segment and
organize a building elevation. Imagine
stucco cladding that looks like precast concrete or GFRC panels on that new
commercial, institutional or luxury residential building in the downtown
core. With careful attention to joint
location, detailing, finish coat material and texture selection, stucco can
be panelized to emulate precast concrete and GFRC wall claddings, both of
which require sealant joints at panel perimeters. Precast concrete and GFRC are considered by
some to be more desirable wall claddings than stucco, this is an opportunity
for stucco to shine and recapture market share. A consideration of this approach is that exposed sealant will
eventually deteriorate and require periodic maintenance or replacement, but
this is true of any exterior wall cladding system that includes sealant at
joints – stone, precast concrete, GFRC, metal panels, etc. The difference is that these other claddings
depend on sealant as a critical component
of the cladding system that protects the building from water intrusion. With stucco, exposed sealant used for
decorative purposes to fill movement joints is not a critical component of
the stucco cladding system for avoiding water intrusion. The use of more articulated, non-smooth surface, profiled
textures is another approach also minimizing the visibility of stucco
movement joints. Color-matched, sealant-filled vertical SMJS pleats over horizontal EATS channel Color-matched, sealant-filled SMJS subssembly pleats disappear almost completely A great example of using color-matched, sealant-filled SMJS subssembly pleats (top of photo), as compared to non-sealant filled pleats (bottom of photo). |
Weather exposed stucco panel edges, wall openings at windows,
doors and penetrations, similar conditions, gaps at trims and certain lath
fastener conditions may create water pathways that may allow water intrusion. Exterior stucco wall cladding systems at
weather exposed surfaces require sealant or caulking, applied with reasonable
care and concealed where possible, in strategic locations to keep bulk water
out of the exterior stucco wall cladding system. A
single sealant material is typically used for both movement joints and
non-moving conditions which are the primary materials for sealing potential
water pathways for minimizing bulk water penetration into the exterior stucco
wall cladding system. Silicone sealants
generally provide the greatest movement capacity and long term
serviceability, but other sealant materials are available. Holes At Removed Lath Fasteners in WRB Holes
in the WRB are potential water pathways and must be sealed watertight Shiners
in the WRB are potential water pathways and must be sealed watertight Gaps At Weather-Exposed Trim Splices,
Intersections, Terminations Gaps at
weather-exposed trims are potential water pathways and must be sealed
watertight Gaps at
stucco panel edges are potential water pathways and must be sealed watertight Sealant Used for Decorative Purposes Sealant
used to conceal stucco movement joints is discretionary |
Provide sealant or caulking, applied with reasonable care and concealed
where possible, in strategic locations at weather exposed stucco panel edges,
wall openings at windows, doors and penetrations, similar conditions, gaps at
trims and certain lath fastener conditions to seal potential water pathways
that may allow water penetration. Specify
and use a compatible, durable sealant material, with sufficient movement
capability for both movement joints and non-moving conditions. Holes At Removed Lath Fasteners in WRB Stucco
Minimum Standard of Care: Inspect 100% of the WRB during and after
lath and lath accessories are installed for removed fastener holes and seal
holes watertight. Stucco
Best Practice: Water test 100% of the WRB after lath and lath accessories are
installed to locate obvious or potential water pathways to minimize water
penetration. Stucco
Minimum Standard of Care: Inspect 100% of wall cavity surfaces for
lath fastener shiners after lathing and lath accessories are completely
installed. Remove loose shiners and
seal holes at WRB watertight. Stable
shiners that create a reliable compression condition with the WRB can be
abandoned in place, but should be sealed at the WRB watertight, except in
cold climates subject to condensation where shiners should be removed and the
remnant hole sealed watertight. Stucco
Best Practice: Remove shiners and seal holes at the WRB watertight. Seal all lath fasteners at the WRB or
specify and use proprietary lath fasteners that include an integral sealant. Gaps At Weather-Exposed Trim Splices, Intersections,
Terminations Stucco
Minimum Standard of Care: ·
At lath accessory butt splice
conditions, provide splice plates, end caps and prefabricated intersections
that can be sealed watertight where available for lath accessory
profiles. ·
At weather-exposed surfaces, seal
stucco movement joint (BMJS, PMJS, SMJS) and decorative joint splices, intersections,
terminations watertight, to minimize bulk water penetration behind the
stucco wall cladding system. Embed exposed
lath accessory splices,
intersections, terminations in a thick sealant daub to conceal the sealant as
the lath accessories are installed. Avoid topical sealant application at lath accessories
after the lath accessories are installed. ·
Stucco
Minimum Standard of Care: Seal lap splices of drainage screeds and
flashings, where water penetration through the lap splice may allow water
penetration into the wall cavity. ·
Stucco
Minimum Standard of Care: The ground facing end of vertically
installed lath accessories should not be sealed when terminating into a
horizontal drainage flashing weep screed or drainage Subssembly, to allow
drainage. Stucco Minimum Standard of Care: ·
Avoid using the ‘integral stucco stop’
such as may be provided with window and door assemblies. Provide a
casing bead, separation gaps and sealant over
backer rod at stucco panel edges from the perimeter casing bead to adjacent
dissimilar materials such as at window and door assemblies, vents, ducts,
equipment and penetration, flashings at electrical boxes, etc. ·
Follow ASTM C1193
requirements for sealant joints design and installation, which specifies the
minimum dimension width for a sealant joint as ¼ in., with the caution that this
is a difficult width sealant joint to install and provides minimal movement
capability. Provide substrate surface
preparation, backer rod and tooling for correct hourglass shape. Stucco
Best Practice: Provide 3/8 in. minimum dimension width or wider separation
gaps for sealant joints. Sealant Used for Decorative Purposes To
minimize the visual impact of exposed stucco movement joint subassemblies,
consider filling them with sealant over backer rod for decorative
purposes. |
(1)
ASTM
International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA
19428-2959. United States (2)
ANSI A42.2-1971 Portland Cement and Portland Cement-Lime
Plastering Exterior (Stucco) and Interior (3)
Technical Manual, Keene Corporation, Penn Metal
Products, undated, c.1980 (4)
Exterior Lath & Plaster Control Joints,
Planned Points of Stress Relief, Western
Conference of Lathing and Plastering Institutes, Inc.(WCLPI), undated, c.1980 (5)
Minimum Property Standards, US Department of Housing and Urban
Development (HUD), 1981 (6)
Keene Corporation
product catalog, 1983 (7)
Guide Specifications for Metal Lathing
and Furring,
920-91, Metal Lath/Steel Framing
Association (ML/SFA Division of NAAMM), 1991 (8)
Guide to Portland Cement Plastering, ACI 524R, American Concrete Institute,
1993 (9)
Portland Cement Plaster (Stucco)
Manual, EB049
Portland Cement Association, 1996 (10)
Stucco Resource Guide, Northwest Wall Ceiling Bureau, 1997 (11)
Stucco Resource Guide, Northwest Wall Ceiling Bureau, 1999 (12)
Systems Manual, Texas Lathing and Plastering
Contractors Association & the Texas Bureau for Lathing and Plastering,
2001 (13)
Portland Cement Plaster (Stucco)
Manual, EB049
Portland Cement Association, 2003 (14)
Guide to Portland Cement Plastering, ACI 524R, American Concrete
Institute, 2004 (15)
Stucco in Residential Construction, Minnesota Lath and Plaster Bureau,
2007 (16)
Guide to Portland Cement Plastering, ACI 524R, American Concrete
Institute, 2008 (17)
AMICO product catalog, 2009 (18)
Guide Specifications for Metal Lathing and
Furring, EMLA 920-09,
2009 (19)
Lath Inspection Resource Manual, Second Edition, Minnesota Lath &
Plaster Bureau, 2009 (20)
Plaster Assemblies Manual Online, Technical Services Information
Bureau (TSIB), 2011 (21)
Fasteners and Self-Sealability of
Weather-Resistive Barriers, RCI-TA-005-2014, Roof Consultants Institute
Technical Advisory, 2014 (22)
Plaster & Drywall Assemblies
Manual, Walls and
Ceiling Magazine, 2014 |
Consultation with licensed and experienced stucco professionals is
recommended for stucco-related endeavors.
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including personal or professional negligence, consequential damages or third
party claims, based on any legal theory, from the use, misuse or reliance
upon information presented or in any way connected with StuccoMetrics.com. |
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