Ill. Admin. Code tit. 32, § 422.160 - Mitigation Standard for New Residential Construction
a) General Practices. This Section contains
the requirements for new construction in Illinois in accordance with the Radon
Resistant Construction Act [420 ILCS 52 ]. The following required construction
methods are intended to resist radon entry and prepare the building for
post-construction radon mitigation, if necessary. These techniques are required
in all areas of Illinois.
b)
Subfloor Preparation. A layer of gas-permeable material shall be placed under
all concrete slabs and other floor systems that directly contact the ground and
are within the walls of the living spaces of the buildings, to facilitate
future installation of a sub-slab depressurization system, if needed. The gas
permeable layer shall consist of one of the following:
1) A uniform layer of clean aggregate, a
minimum of 4 inches (102 mm) thick. The aggregate shall consist of material
that will pass through a 2 inch (51 mm) sieve and be retained by a 1/4 inch
(6.4 mm) sieve; or
2) A uniform
layer of sand (native or fill), a minimum of 4 inches (102 mm) thick, overlain
by a layer or strips of geo-textile drainage matting designed to allow the
lateral flow of soil gases. The geotextile matting shall have a cross-sectional
area of not less than 12 square inches (77 sq. cm) and shall be placed, at a
minimum, along the entire inside perimeter of the foundation at a distance of
12 to 18 inches (30 to 46 cm) distance from the foundation wall to the edge of
the drainage matting. Deviation from the 12 to 18 inches (30 to 46 cm) distance
to the foundation wall shall be allowed to avoid obstacles such as plumbing and
other utilities; or
3) Other
materials, systems or floor designs with demonstrated capability to permit
depressurization across the entire subfloor area.
c) Soil Gas Retarder. A minimum 6-mil (0.15
mm) (or 3-mil (0.075 mm) cross-laminate) polyethylene or equivalent flexible
sheeting material shall be placed on top of the gas permeable layer prior to
casting the slab or placing the floor assembly to serve as a soil gas retarder
by bridging any cracks that develop in the slab or floor assembly and to
prevent concrete from entering the void spaces in the aggregate base material.
The sheeting shall cover the entire floor area with separate sections of
sheeting lapped at least 12 inches (305 mm). The sheeting shall fit closely
around any pipe, wire or other penetrations of the material. All punctures or
tears in the material shall be sealed or covered with additional
sheeting.
d) Entry Routes.
Potential radon entry routes shall be closed in accordance with the following:
1) Floor openings around bathtubs, showers,
water closets, pipes, wires or other objects that penetrate concrete slabs or
other floor assemblies shall be filled with a polyurethane caulk or equivalent
sealant applied in accordance with the manufacturer's
recommendations.
2) All concrete
control joints, isolation joints, construction joints and any other joints in
concrete slabs or between slabs and foundation walls shall be sealed with a
polyurethane caulk. Gaps and joints shall be cleared of loose material and
filled with polyurethane caulk applied in accordance with the manufacturer's
recommendations.
3) Condensate
drains shall be trapped or routed through non-perforated pipe to
daylight.
4) Sump pits open to soil
or serving as the termination point for subslab or exterior drain tile loops
shall be covered with a gasketed or otherwise sealed lid. Sump pits shall not
be used as a primary suction point in a sub-slab depressurization system. Sumps
used as a floor drain shall have a lid equipped with a trapped inlet.
5) Hollow block masonry foundation walls
shall be constructed with either a continuous course of solid masonry, one
course of masonry grouted solid, or a solid concrete beam at or above finished
ground surface to prevent passage of air from the interior of the wall into the
living space. Where a brick veneer or other masonry ledge is installed, the
course immediately below that ledge shall be sealed. Joints, cracks or other
openings around all penetrations of both exterior and interior surfaces of
masonry block or wood foundation walls below the ground surface shall be filled
with polyurethane caulk or equivalent sealant. Penetrations of concrete walls
shall be filled.
6) The exterior
surfaces of concrete and masonry block walls below the ground surface shall be
damp-proofed in accordance with Section R406 of the 2012 International
Residential Code for One- and Two-Family Dwellings (copyrighted 2011 by the
International Code Council, Inc.; incorporated by reference in accordance with
Section
422.15
).
7) Air-handling units shall be
sealed to prevent air from being drawn into the unit. Units with gasketed seams
or units that are otherwise sealed by the manufacturer to prevent leakage are
exempted from this requirement.
8)
Underground and crawlspace duct systems shall be sealed in accordance with
Section M1601.4 of the 2012 International Residential Code for One- and
Two-Family Dwellings (copyrighted 2011 by the International Code Council, Inc.;
incorporated by reference in accordance with Section 422.15).
9) Openings around all penetrations through
floors above crawlspaces shall be caulked or otherwise filled to prevent air
leakage.
10) Access doors and other
openings or penetrations into crawlspaces shall be closed, gasketed or
otherwise sealed to prevent air leakage.
e) Passive Sub-membrane Depressurization
(SMD) System. In buildings with crawlspace foundations or earthen floors, the
following components of a passive SMD system shall be installed during
construction.
1) Crawlspaces shall be
provided with vents to the exterior of the building in accordance with Section
R408 of the 2012 International Residential Code for One- and Two-Family
Dwellings.
2) The soil in
crawlspaces shall be covered with a continuous layer of minimum 6-mil (0.15 mm)
polyethylene soil gas retarder. The ground cover shall be lapped a minimum of
12 inches (305 mm) at joints and shall extend to all foundation walls enclosing
the crawlspace area.
3) Any seams
in soil gas retarder membranes shall be overlapped at least 12 inches and
sealed in a permanent air tight manner using compatible glues. The membrane
shall also be sealed around interior piers and to the inside of exterior walls
with furring strips and compatible glues or in accordance with specific
procedures submitted by radon contractors as part of their license application
and approved by the Agency.
4) A
plumbing tee or other approved connection fitted with not less than 5 feet (105
m) of perforated pipe extending from each horizontal opening of the tee shall
be inserted horizontally beneath the sheeting and connected to a 3- or 4-inch
diameter (76 mm or 102 mm) fitting with a vertical vent pipe installed through
the sheeting. The vent pipe shall be extended up through the building floors,
terminate at least 12 inches (305 mm) above the penetration in the highest roof
in a location at least 2 feet (609.6 mm) above any window or other opening into
the conditioned spaces of the building and 10 feet (3048 mm) from any window or
other opening in adjoining or adjacent buildings.
f) Passive Sub-Slab Depressurization (SSD)
System. Buildings with a basement, crawlspace or slab-on grade concrete floor
in contact with the earth or grade shall have the following components of a
passive SSD system that shall be installed during construction.
1) A minimum 3-inch diameter (76 mm) Schedule
40 PVC shall be embedded vertically into the sub-slab aggregate or other
permeable material before the slab is cased.
A) A plumbing tee or other approved
connection fitted with not less than 5 feet (105 m) of perforated pipe
extending from each horizontal opening of the tee shall be inserted
horizontally within the sub-slab permeable material to ensure that the pipe
opening remains within the sub-slab. Alternatively, the 3-inch (76 mm) pipe
shall be inserted directly into an interior perimeter drain tile loop. The vent
pipe shall be extended up through the building floors, terminate at least 12
inches (305 mm) above the penetration in the highest roof in a location of at
least 2 feet (609.6 mm) above any window or other opening into the conditioned
spaces of the building and 10 feet (3048 mm) from any window or other opening
in adjoining or adjacent buildings; or
B) A penetration into the sub-slab permeable
material may be cored through sub-slab after the slab is cased. A minimum
3-inch diameter (76 mm) Schedule 40 PVD shall be embedded vertically into the
sub-slab aggregate or other permeable material and extended up through the
building floors, terminate at least 12 inches (305 mm) above the penetration in
the highest roof in a location at least 2 feet (609.6 mm) above any window or
other opening into the conditioned spaces of the building and 10 feet (3048 mm)
from any window or other opening in adjoining or adjacent buildings.
2) In buildings where interior
footings or other barriers separate the sub-slab aggregate or other
gas-permeable material, each area shall be fitted with an individual vent pipe.
Vent pipes shall connect to a single vent that shall terminate at least 12
inches (305 mm) above the penetration in the highest roof in a location at
least 2 feet (609.6 mm) above any window or other opening into the conditioned
spaces of the building and 10 feet (3048 mm) from any window or other opening
in adjoining or adjacent buildings.
g) All components of the radon vent pipe
system shall be installed to provide positive drainage to the ground beneath
the slab or soil gas retarder.
h)
Radon vent pipes shall be accessible for fan installation through an attic or
other area outside and above the habitable space. The radon vent pipe need not
be accessible in an attic space when an approved roof-top electrical supply is
provided for future use.
i) All
exposed and visible interior radon vent pipes shall be conspicuously identified
with at least one label on each floor and in accessible attics. The label shall
read "Radon Reduction System".
j)
Combination basement/crawlspace or slab-on-grade/crawlspace foundations shall
have separate radon vent pipes installed in each type of foundation area or be
connected with a continuous drain tile loop. Vent pipes shall connect to a
single vent that shall terminate at least 12 inches (305 mm) above the highest
roof in a location at least 2 feet (609.6 mm) above any window or other opening
into the conditioned spaces of the building and 10 feet (3048 mm) from any
window or other opening in adjoining or adjacent buildings.
k) Joints in air ducts and plenum spaces
shall meet the requirements of Section M1601 of the 2012 International
Residential Code for One- and Two-Family Dwellings (copyrighted 2011 by the
International Code Council, Inc.; incorporated by reference pursuant to Section
422.15). Thermal envelope air infiltration requirements shall comply with the
energy conservation provisions in Chapter 11 of the 2012 International
Residential Code for One- and Two-Family Dwellings (copyrighted 2011 by the
International Code Council, Inc.; incorporated by reference pursuant to Section
422.15). Firestopping shall be in conformance with the most recent general
building code enacted by the appropriate local government or meet the
requirements contained in Section R302.11 of the 2012 International Residential
Code for One- and Two-Family Dwellings (copyrighted 2011 by the International
Code Council, Inc.; incorporated by reference in accordance with Section
422.15).
l) To provide for future
installation of an active SMD or SSD system, an electrical circuit terminated
to a single outlet in an accessible approved box shall be installed during
construction in the attic in the anticipated location of vent pipe
fans.
m) To provide for future
installation of an active SSD, the piping length in the attic of the building
shall have a minimum height of 3 feet to allow for the anticipated installation
of a radon mitigation fan in the vent pipe.
n) The juncture of each radon vent pipe with
the roof line shall be made water tight by an approved flashing. Lead vent
flashings or any other flashing or cap that would impede the exhaust from the
radon vent are prohibited from use.
Notes
Added at 37 Ill. Reg. 20240, effective December 9, 2013
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