Thanks. “Water resistive barrier” is the correct term.
Here’s the 2009 IRC code:
"R703.1.1 Water resistance. The exterior wall envelope shall
be designed and constructed in a manner that prevents the accumulation
of water within the wall assembly by providing a
water-resistant barrier behind the exterior veneer as required
by Section R703.2 and a means of draining to the exterior water
that enters the assembly. Protection against condensation in the
exterior wall assembly shall be provided in accordance with
Section R601.3 of this code.
Exceptions:1. A weather-resistant exterior wall envelope shall not
be required over concrete or masonry walls designed
in accordance with Chapter 6 and flashed according
to Section R703.7 or R703.8.
- Compliance with the requirements for a means of
drainage, and the requirements of Section R703.2 and
Section R703.8, shall not be required for an exterior
wall envelope that has been demonstrated to resist
wind-driven rain through testing of the exterior wall
envelope, including joints, penetrations and intersections
with dissimilar materials, in accordance with
ASTM E 331 under the following conditions:
[INDENT]2.1. Exterior wall envelope test assemblies shall include
at least one opening, one control joint, one
wall/eave interface and one wall sill. All tested
openings and penetrations shall be representative
of the intended end-use configuration.
2.2. Exterior wall envelope test assemblies shall
be at least 4 feet (1219 mm) by 8 feet (2438
mm) in size.
2.3. Exterior wall assemblies shall be tested at a
minimum differential pressure of 6.24 pounds
per square foot (299 Pa).
2.4. Exterior wall envelope assemblies shall be
subjected to the minimum test exposure for a
minimum of 2 hours.
The exterior wall envelope design shall be considered
to resist wind-driven rain where the results of testing
indicate that water did not penetrate control joints
in the exterior wall envelope, joints at the perimeter of
openings penetration or intersections of terminations
with dissimilar materials.
[/INDENT]**Commentary: **As part of providing a weather-resistant exterior envelope,
exterior walls are required to provide water resistance.
This section prescribes two basic components of providing
water resistance for an exterior wall assembly: a water-
resistive barrier installed between the covering and
substrate of the exterior wall and a means of draining
moisture that may penetrate behind the exterior wall assembly
back to the exterior. Section R703.2 is referenced
for the requirements of the water-resistive barrier
(see commentary, Section R703.2). This section
does not, however, contain a prescriptive requirement
for the means of drainage. The method to provide the
means of drainage is a performance criterion and must
be evaluated based on the ability to allow moisture that
may penetrate behind the exterior wall covering to effectively
drain back to the exterior. This can be
achieved in many ways including, but not limited to,
providing a rain-screen pressure-equalized type of exterior
assembly, or providing discontinuities or gaps
between the surface of the substrate and the back side
of the finish, such as through the use of noncorrodible
furring or two layers of Grade D paper.
For common types of construction, such as vinyl siding
or brick veneer, the typical practice of installing building
paper, flashing and weeps will comply with the intent
of this section. For stucco or adhered masonry veneer,
installing two layers of Grade D paper and flashing will
comply with the intent of this section. Discontinuities between
the exterior wall covering and substrate must be
such that they encourage the flow of moisture via gravity
or capillary action to a location where the water may exit,
such as at flashings and weeps. The absence of a
means of drainage may result in the accumulation of
moisture that becomes trapped between the wall covering
and the substrate. Over time, extended exposure to
moisture may contribute to the degradation of the wall
covering, building substrate or even the structural elements
of the exterior wall.
Exception 1 states that where the exterior wall envelope
is designed and constructed of concrete or masonry
materials in accordance with the requirements
of Chapter 6 and flashed in accordance with Section
R703.7 or R703.8, the water-resistive barrier and a
means of drainage may be omitted. This is because
the penetration of moisture behind the exterior wall
covering is not detrimental to concrete and masonry substrates.
Exception 2 permits the use of exterior wall coverings
that do not have a means of draining water or meet the
prescriptive requirements of Sections R703.2 and
R703.8, provided that the exterior wall envelope, with
penetration details, demonstrates wind-driven rain resistance
when tested. The test specimen(s) must incorporate
the penetration and termination details intended for
use. Only details that have not allowed water to penetrate
will be permitted to be used in the exterior wall envelope.
The minimum panel size specified represents
that which is commonly used in testing to ASTM E 331;
however, this does not preclude the testing of larger panels
if desired. The modifications to the test pressure differential
and test duration are intended to represent
more closely conditions that will be encountered in service.
The pass/fail criterion is based on the visual observation
of moisture on the interior side of the wall assembly.
For frame-type wall assemblies, such as stud walls,
this requires the observation of locations such as the interior
face of the exterior wall sheathing and wall framing
members for the presence of moisture during the test.
The test method is intended to assess the performance
of the method(s) and material(s) used to seal the interface
between the termination of the exterior wall covering
and the penetrating item(s) or abutting construction.
The test is not necessarily intended to test the performance
of the penetrating item.
Walls designed and constructed in accordance with
this chapter must also comply with the requirements of
Chapter 11 of the code. This requires that frame-type
wall assemblies be protected from moisture infiltration
from the building interior through the use of a vapor retarder
(see Commentary FigureR703.1) or by the ventilation
of the wall cavity within a frame-type wall assembly."
"R703.2 Water-resistive barrier. One layer of No. 15 asphalt
felt, free from holes and breaks, complying with ASTM D 226
for Type 1 felt or other approved water-resistive barrier shall be
applied over studs or sheathing of all exterior walls. Such felt or
material shall be applied horizontally, with the upper layer
lapped over the lower layer not less than 2 inches (51 mm).
Where joints occur, felt shall be lapped not less than 6 inches
(152 mm). The felt or other approved material shall be continuous
to the top of walls and terminated at penetrations and building
appendages in a manner to meet the requirements of the
exterior wall envelope as described in Section R703.1.
Exception: Omission of the water-resistive barrier is permitted
in the following situations:
-
In detached accessory buildings.
-
Under exterior wall finish materials as permitted in
Table R703.4.
-
Under paper backed stucco lath when the paper backing
is an approved water-resistive barrier.
Commentary: Asphalt-saturated felt or any other approved water-resistive
material is required behind all types of materials
used as exterior wall coverings because of the possibility
of moisture penetrating the substrate behind it.
This felt or other material protects the wall construction
from potential rotting.
The water-resistive membrane may be omitted
where there is a low possibility of moisture penetration
or the potential for moisture penetration is not a great
concern. The water-resistive membrane may be eliminated
when approved paper backed stucco lath is
used; the paper backing functions as the membrane if
the backing paper is not punctured. The paper backing
must be an approved water-resistive sheathing paper."