Friedman Edge Reading Room · 2024 GA IRC

Appendix BE Radon Control Methods

State amendments integrated35 filed sections2024 editionEffective January 1, 2026
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Appendix BE Radon Control Methods

The provisions contained in this appendix are not mandatory unless specifically referenced in the adopting ordinance.

Section BE101 Scope

BE101.1 General.

This appendix contains requirements for new construction in jurisdictions where radon-resistant construction is required.

Inclusion of this appendix by jurisdictions shall be determined through the use of locally available data or determination of Zone 1 designation in Figure BE101.1 and Table BE101.1.

FIGURE BE101.1 EPA MAP OF RADON ZONES
GARC2024V1.0_Pt10_AppxBE_SecBE1011_figBE1011.svg
  1. a.

    pCi/L stands for picocuries per liter of radon gas. The US Environmental Protection Agency (EPA) recommends that homes that measure 4 pCi/L and greater be mitigated.
    The EPA and the US Geological Survey have evaluated the radon potential in the United States and have developed a map of radon zones designed to assist building officials in deciding whether radon-resistant features are applicable in new construction.
    The map assigns each of the 3,141 counties in the United States to one of three zones based on radon potential. Each zone designation reflects the average short-term radon measurement that can be expected to be measured in a building without the implementation of radon-control methods. The radon zone designation of highest priority is Zone 1. Table BE101.1 lists the Zone 1 counties illustrated on the map. More detailed information can be obtained from state-specific booklets (EPA-401-R-93-021 through 070) available through the State Radon Offices or from the EPA Regional Offices.

TABLE BE101.1 HIGH RADON-POTENTIAL (ZONE 1) COUNTIESa

ALABAMA

Calhoun

Clay

Cleburne

Colbert

Coosa

Franklin

Jackson

Lauderdale

Lawrence

Limestone

Madison

Morgan

Talladega

CALIFORNIA

Santa Barbara

Ventura

COLORADO

Adams

Arapahoe

Baca

Bent

Boulder

Chaffee

Cheyenne

Clear Creek

Crowley

Custer

Delta

Denver

Dolores

Douglas

El Paso

Elbert

Fremont

Garfield

Gilpin

Grand

Gunnison

Huerfano

Jackson

Jefferson

Kiowa

Kit Carson

Lake

Larimer

Las Animas

Lincoln

Logan

Mesa

Moffat

Montezuma

Montrose

Morgan

Otero

Ouray

Park

Phillips

Pitkin

Prowers

Pueblo

Rio Blanco

San Miguel

Summit

Teller

Washington

Weld

Yuma

CONNECTICUT

Fairfield

Middlesex

New Haven

New London

GEORGIA

Cobb

De Kalb

Fulton

Gwinnett

IDAHO

Benewah

Blaine

Boise

Bonner

Boundary

Butte

Camas

Clark

Clearwater

Custer

Elmore

Fremont

Gooding

Idaho

Kootenai

Latah

Lemhi

Shoshone

Valley

ILLINOIS

Adams

Boone

Brown

Bureau

Calhoun

Carroll

Cass

Champaign

Coles

De Kalb

De Witt

Douglas

Edgar

Ford

Fulton

Greene

Grundy

Hancock

Henderson

Henry

Iroquois

Jersey

Jo Daviess

Kane

Kendall

Knox

La Salle

Lee

Livingston

Logan

Macon

Marshall

Mason

McDonough

McLean

Menard

Mercer

Morgan

Moultrie

Ogle

Peoria

Piatt

Pike

Putnam

Rock Island

Sangamon

Schuyler

Scott

Stark

Stephenson

Tazewell

Vermilion

Warren

Whiteside

Winnebago

Woodford

INDIANA

Adams

Allen

Bartholomew

Benton

Blackford

Boone

Carroll

Cass

Clark

Clinton

De Kalb

Decatur

Delaware

Elkhart

Fayette

Fountain

Fulton

Grant

Hamilton

Hancock

Harrison

Hendricks

Henry

Howard

Huntington

Jay

Jennings

Johnson

Kosciusko

LaGrange

Lawrence

Madison

Marion

Marshall

Miami

Monroe

Montgomery

Noble

Orange

Putnam

Randolph

Rush

Scott

Shelby

St. Joseph

Steuben

Tippecanoe

Tipton

Union

Vermillion

Wabash

Warren

Washington

Wayne

Wells

White

Whitley

IOWA

All Counties

KANSAS

Atchison

Barton

Brown

Cheyenne

Clay

Cloud

Decatur

Dickinson

Douglas

Ellis

Ellsworth

Finney

Ford

Geary

Gove

Graham

Grant

Gray

Greeley

Hamilton

Haskell

Hodgeman

Jackson

Jewell

Johnson

Kearny

Kingman

Kiowa

Lane

Leavenworth

Lincoln

Logan

Marion

Marshall

McPherson

Meade

Mitchell

Nemaha

Ness

Norton

Osborne

Ottawa

Pawnee

Phillips

Pottawatomie

Pratt

Rawlins

Republic

Rice

Riley

Rooks

Rush

Saline

Scott

Sheridan

Sherman

Smith

Stanton

Thomas

Trego

Wallace

Washington

Wichita

Wyandotte

KENTUCKY

Adair

Allen

Barren

Bourbon

Boyle

Bullitt

Casey

Clark

Cumberland

Fayette

Franklin

Green

Harrison

Hart

Jefferson

Jessamine

Lincoln

Marion

Mercer

Metcalfe

Monroe

Nelson

Pendleton

Pulaski

Robertson

Russell

Scott

Taylor

Warren

Woodford

MAINE

Androscoggin

Aroostook

Cumberland

Franklin

Hancock

Kennebec

Lincoln

Oxford

Penobscot

Piscataquis

Somerset

York

MARYLAND

Baltimore

Calvert

Carroll

Frederick

Harford

Howard

Montgomery

Washington

MASS.

Essex

Middlesex

Worcester

MICHIGAN

Branch

Calhoun

Cass

Hillsdale

Jackson

Kalamazoo

Lenawee

St. Joseph

Washtenaw

MINNESOTA

Becker

Big Stone

Blue Earth

Brown

Carver

Chippewa

Clay

Cottonwood

Dakota

Dodge

Douglas

Faribault

Fillmore

Freeborn

Goodhue

Grant

Hennepin

Houston

Hubbard

Jackson

Kanabec

Kandiyohi

Kittson

Lac Qui Parle

Le Sueur

Lincoln

Lyon

Mahnomen

Marshall

Martin

McLeod

Meeker

Mower

Murray

Nicollet

Nobles

Norman

Olmsted

Otter Tail

Pennington

Pipestone

Polk

Pope

Ramsey

Red Lake

Redwood

Renville

Rice

Rock

Roseau

Scott

Sherburne

Sibley

Stearns

Steele

Stevens

Swift

Todd

Traverse

Wabasha

Wadena

Waseca

Washington

Watonwan

Wilkin

Winona

Wright

Yellow Medicine

MISSOURI

Andrew

Atchison

Buchanan

Cass

Clay

Clinton

Holt

Iron

Jackson

Nodaway

Platte

MONTANA

Beaverhead

Big Horn

Blaine

Broadwater

Carbon

Carter

Cascade

Chouteau

Custer

Daniels

Dawson

Deer Lodge

Fallon

Fergus

Flathead

Gallatin

Garfield

Glacier

Granite

Hill

Jefferson

Judith Basin

Lake

Lewis and Clark

Madison

McCone

Meagher

Missoula

Park

Phillips

Pondera

Powder River

Powell

Prairie

Ravalli

Richland

Roosevelt

Rosebud

Sanders

Sheridan

Silver Bow

Stillwater

Teton

Toole

Valley

Wibaux

Yellowstone

NEBRASKA

Adams

Boone

Boyd

Burt

Butler

Cass

Cedar

Clay

Colfax

Cuming

Dakota

Dixon

Dodge

Douglas

Fillmore

Franklin

Frontier

Furnas

Gage

Gosper

Greeley

Hamilton

Harlan

Hayes

Hitchcock

Hurston

Jefferson

Johnson

Kearney

Knox

Lancaster

Madison

Nance

Nemaha

Nuckolls

Otoe

Pawnee

Phelps

Pierce

Platte

Polk

Red Willow

Richardson

Saline

Sarpy

Saunders

Seward

Stanton

Thayer

Washington

Wayne

Webster

York

NEVADA

Carson City

Douglas

Eureka

Lander

Lincoln

Lyon

Mineral

Pershing

White Pine

NEW HAMPSHIRE

Carroll

NEW JERSEY

Hunterdon

Mercer

Monmouth

Morris

Somerset

Sussex

Warren

NEW MEXICO

Bernalillo

Colfax

Mora

Rio Arriba

San Miguel

Santa Fe

Taos

NEW YORK

Albany

Allegany

Broome

Cattaraugus

Cayuga

Chautauqua

Chemung

Chenango

Columbia

Cortland

Delaware

Dutchess

Erie

Genesee

Greene

Livingston

Madison

Onondaga

Ontario

Orange

Otsego

Putnam

Rensselaer

Schoharie

Schuyler

Seneca

Steuben

Sullivan

Tioga

Tompkins

Ulster

Washington

Wyoming

Yates

N. CAROLINA

Alleghany

Buncombe

Cherokee

Henderson

Mitchell

Rockingham

Transylvania

Watauga

N. DAKOTA

All Counties

OHIO

Adams

Allen

Ashland

Auglaize

Belmont

Butler

Carroll

Champaign

Clark

Clinton

Columbiana

Coshocton

Crawford

Darke

Delaware

Fairfield

Fayette

Franklin

Greene

Guernsey

Hamilton

Hancock

Hardin

Harrison

Holmes

Huron

Jefferson

Knox

Licking

Logan

Madison

Marion

Mercer

Miami

Montgomery

Morrow

Muskingum

Perry

Pickaway

Pike

Preble

Richland

Ross

Seneca

Shelby

Stark

Summit

Tuscarawas

Union

Van Wert

Warren

Wayne

Wyandot

PENNSYLVANIA

Adams

Allegheny

Armstrong

Beaver

Bedford

Berks

Blair

Bradford

Bucks

Butler

Cameron

Carbon

Centre

Chester

Clarion

Clearfield

Clinton

Columbia

Cumberland

Dauphin

Delaware

Franklin

Fulton

Huntingdon

Indiana

Juniata

Lackawanna

Lancaster

Lebanon

Lehigh

Luzerne

Lycoming

Mifflin

Monroe

Montgomery

Montour

Northampton

Northumberland

Perry

Schuylkill

Snyder

Sullivan

Susquehanna

Tioga

Union

Venango

Westmoreland

Wyoming

York

RHODE ISLAND

Kent

Washington

S. CAROLINA

Greenville

S. DAKOTA

Aurora

Beadle

Bon Homme

Brookings

Brown

Brule

Buffalo

Campbell

Charles Mix

Clark

Clay

Codington

Corson

Davison

Day

Deuel

Douglas

Edmunds

Faulk

Grant

Hamlin

Hand

Hanson

Hughes

Hutchinson

Hyde

Jerauld

Kingsbury

Lake

Lincoln

Lyman

Marshall

McCook

McPherson

Miner

Minnehaha

Moody

Perkins

Potter

Roberts

Sanborn

Spink

Stanley

Sully

Turner

Union

Walworth

Yankton

TENNESSEE

Anderson

Bedford

Blount

Bradley

Claiborne

Davidson

Giles

Grainger

Greene

Hamblen

Hancock

Hawkins

Hickman

Humphreys

Jackson

Jefferson

Knox

Lawrence

Lewis

Lincoln

Loudon

Marshall

Maury

McMinn

Meigs

Monroe

Moore

Perry

Roane

Rutherford

Smith

Sullivan

Trousdale

Union

Washington

Wayne

Williamson

Wilson

UTAH

Carbon

Duchesne

Grand

Piute

Sanpete

Sevier

Uintah

VIRGINIA

Alleghany

Amelia

Appomattox

Augusta

Bath

Bland

Botetourt

Bristol

Brunswick

Buckingham

Buena Vista

Campbell

Chesterfield

Clarke

Clifton Forge

Covington

Craig

Cumberland

Danville

Dinwiddie

Fairfax

Falls Church

Fluvanna

Frederick

Fredericksburg

Giles

Goochland

Harrisonburg

Henry

Highland

Lee

Lexington

Louisa

Martinsville

Montgomery

Nottoway

Orange

Page

Patrick

Pittsylvania

Powhatan

Pulaski

Radford

Roanoke

Rockbridge

Rockingham

Russell

Salem

Scott

Shenandoah

Smyth

Spotsylvania

Stafford

Staunton

Tazewell

Warren

Washington

Waynesboro

Winchester

Wythe

WASHINGTON

Clark

Ferry

Okanogan

Pend Oreille

Skamania

Spokane

Stevens

W. VIRGINIA

Berkeley

Brooke

Grant

Greenbrier

Hampshire

Hancock

Hardy

Jefferson

Marshall

Mercer

Mineral

Monongalia

Monroe

Morgan

Ohio

Pendleton

Pocahontas

Preston

Summers

Wetzel

WISCONSIN

Buffalo

Crawford

Dane

Dodge

Door

Fond du Lac

Grant

Green

Green Lake

Iowa

Jefferson

Lafayette

Langlade

Marathon

Menominee

Pepin

Pierce

Portage

Richland

Rock

Shawano

St. Croix

Vernon

Walworth

Washington

Waukesha

Waupaca

Wood

WYOMING

Albany

Big Horn

Campbell

Carbon

Converse

Crook

Fremont

Goshen

Hot Springs

Johnson

Laramie

Lincoln

Natrona

Niobrara

Park

Sheridan

Sublette

Sweetwater

Teton

Uinta

Washakie

  1. a.

    The EPA recommends that this county listing be supplemented with other available state and local data to further understand the radon potential of a Zone 1 area.

Section BE102 Definitions

BE102.1 General.

For the purpose of these requirements, the terms used shall be defined as follows:

DRAIN TILE LOOP.

A continuous length of drain tile or perforated pipe extending around all or part of the internal or external perimeter of a basement or crawl space footing.

RADON GAS.

A naturally occurring, chemically inert, radioactive gas that is not detectable by human senses. As a gas, it can move readily through particles of soil and rock, and can accumulate under the slabs and foundations of homes where it can easily enter into the living space through construction cracks and openings.

SOIL-GAS-RETARDER.

A continuous membrane of 6-mil (0.15 mm) polyethylene or other equivalent material used to retard the flow of soil gases into a building.

SUBMEMBRANE DEPRESSURIZATION SYSTEM.

A system designed to achieve lower submembrane air pressure relative to crawl space air pressure by use of a vent drawing air from beneath the soil-gas-retarder membrane.

SUBSLAB DEPRESSURIZATION SYSTEM (Active).

A system designed to achieve lower subslab air pressure relative to indoor air pressure by use of a fan-powered vent drawing air from beneath the slab.

SUBSLAB DEPRESSURIZATION SYSTEM (Passive).

A system designed to achieve lower subslab air pressure relative to indoor air pressure by use of a vent pipe routed through the conditioned space of a building and connecting the subslab area with outdoor air, thereby relying on the convective flow of air upward in the vent to draw air from beneath the slab.

Section BE103 Requirements

BE103.1 General.

The following construction techniques are intended to resist radon entry and prepare the building for post-construction radon mitigation, if necessary (see Figure BE103.1). These techniques are required in areas where designated by the jurisdiction.

FIGURE BE103.1 RADON-RESISTANT CONSTRUCTION DETAILS FOR FOUR FOUNDATION TYPES
GARC2024V1.0_Pt10_AppxBE_SecBE103.1_FigBE103.1.svg

BE103.2 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 building, to facilitate future installation of a subslab depressurization system, if needed. The gas-permeable layer shall consist of one of the following:

  1. 1.

    A uniform layer of clean aggregate, not less than 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.

  2. 2.

    A uniform layer of sand (native or fill), not less than 4 inches (102 mm) thick, overlain by a layer or strips of geotextile drainage matting designed to allow the lateral flow of soil gases.

    Exception: A sand base course is not required under geotextile drainage matting where the concrete slab is installed on well-drained ground or sand-gravel mixture soils classified as Group 1 according to the United Soil Classification as detailed in Table R401.4.1(2).

  3. 3.

    Other materials, systems or floor designs with demonstrated capability to permit depressurization across the entire subfloor area.

BE103.3 Soil-gas-retarder.

Flexible sheeting material complying with Section R506.3.3 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 not less than 12 inches (305 mm). The sheeting shall fit closely around any pipe, wire or other penetrations of the material. Punctures or tears in the material shall be sealed or covered with additional sheeting.

BE103.4 Entry routes.

Potential radon entry routes shall be closed in accordance with Sections BE103.4.1 through BE103.4.10.

BE103.4.1 Floor openings.

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.

BE103.4.2 Concrete joints.

Control joints, isolation joints, construction joints, and any other joints in concrete slabs or between slabs and foundation walls shall be sealed with a caulk or sealant. Gaps and joints shall be cleared of loose material and filled with polyurethane caulk or other elastomeric sealant applied in accordance with the manufacturer’s recommendations.

BE103.4.3 Condensate drains.

Condensate drains shall be trapped or routed through nonperforated pipe to daylight.

BE103.4.4 Sumps.

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. Sumps used as the suction point in a subslab depressurization system shall have a lid designed to accommodate the vent pipe. Sumps used as a floor drain shall have a lid equipped with a trapped inlet.

BE103.4.5 Foundation walls.

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 the 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.

BE103.4.6 Dampproofing.

The exterior surfaces of portions of concrete and masonry block walls below the ground surface shall be dampproofed in accordance with Section R406.

BE103.4.7 Air-handling units.

Air-handling units in crawl spaces shall be sealed to prevent air from being drawn into the unit.

Exception: Units with gasketed seams or units that are otherwise sealed by the manufacturer to prevent leakage.

BE103.4.8 Ducts.

Ductwork passing through or beneath a slab shall be of seamless material unless the air-handling system is designed to maintain continuous positive pressure within such ducting. Joints in such ductwork shall be sealed to prevent air leakage.

Ductwork located in crawl spaces shall have seams and joints sealed by closure systems in accordance with Section M1601.4.1.

BE103.4.9 Crawl space floors.

Openings around all penetrations through floors above crawl spaces shall be caulked or otherwise filled to prevent air leakage.

BE103.4.10 Crawl space access.

Access doors and other openings or penetrations between basements and adjoining crawl spaces shall be closed, gasketed or otherwise filled to prevent air leakage.

BE103.5 Passive submembrane depressurization system.

In buildings with crawl space foundations, the following components of a passive submembrane depressurization system shall be installed during construction.

Exception: Buildings in which an approved mechanical crawl space ventilation system or other equivalent system is installed.

BE103.5.1 Ventilation.

Crawl spaces shall be provided with vents to the exterior of the building. The minimum net area of ventilation openings shall comply with Section R408.1.

BE103.5.2 Soil-gas-retarder.

The soil in crawl spaces shall be covered with a continuous layer of minimum 6-mil (0.15 mm) polyethylene soil-gas-retarder . The ground cover shall be lapped not less than 12 inches (305 mm) at joints and shall extend to all foundation walls enclosing the crawl space area.

BE103.5.3 Vent pipe.

A plumbing tee or other approved connection shall be inserted horizontally beneath the sheeting and connected to a 3- or 4-inch-diameter (76 or 102 mm) fitting with a vertical vent pipe installed through the sheeting. The vent pipe shall be extended up through the building floors, and terminate not less than 12 inches (305 mm) above the roof in a location not less than 10 feet (3048 mm) away from any window or other opening into the conditioned spaces of the building that is less than 2 feet (610 mm) below the exhaust point, and 10 feet (3048 mm) from any window or other opening in adjoining or adjacent buildings.

BE103.6 Passive subslab depressurization system.

In basement or slab-on-grade buildings, the following components of a passive subslab depressurization system shall be installed during construction.

BE103.6.1 Vent pipe.

A minimum 3-inch-diameter (76 mm) ABS, PVC or equivalent gastight pipe shall be embedded vertically into the subslab aggregate or other permeable material before the slab is cast. A “T” fitting or equivalent method shall be used to ensure that the pipe opening remains within the subslab permeable material. Alternatively, the 3-inch (76 mm) pipe shall be inserted directly into an interior perimeter drain tile loop or through a sealed sump cover where the sump is exposed to the subslab aggregate or connected to it through a drainage system.

The pipe shall be extended up through the building floors, and terminate not less than 12 inches (305 mm) above the surface of the roof in a location not less than 10 feet (3048 mm) away from any window or other opening into the conditioned spaces of the building that is less than 2 feet (610 mm) below the exhaust point, and 10 feet (3048 mm) from any window or other opening in adjoining or adjacent buildings.

BE103.6.2 Multiple vent pipes.

In buildings where interior footings or other barriers separate the subslab 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 terminates above the roof or each individual vent pipe shall terminate separately above the roof.

BE103.7 Vent pipe drainage.

Components of the radon vent pipe system shall be installed to provide positive drainage to the ground beneath the slab or soil-gas-retarder .

BE103.8 Vent pipe accessibility.

Radon vent pipes shall be accessible for future fan installation through an attic or other area outside the habitable space.

Exception: The radon vent pipe need not be accessible in an attic space where an approved rooftop electrical supply is provided for future use.

BE103.9 Vent pipe identification.

Exposed and visible interior radon vent pipes shall be identified with not less than one label on each floor and in accessible attics. The label shall read: “Radon Reduction System.”

BE103.10 Combination foundations.

Combination basement/crawl space or slab-on-grade/crawl space foundations shall have separate radon vent pipes installed in each type of foundation area. Each radon vent pipe shall terminate above the roof or shall be connected to a single vent that terminates above the roof.

BE103.11 Building depressurization.

Joints in air ducts and plenums in unconditioned spaces shall meet the requirements of Section M1601. Thermal envelope air infiltration requirements shall comply with the energy conservation provisions in Chapter 11. Fireblocking shall meet the requirements contained in Section R302.11.

BE103.12 Power source.

To provide for future installation of an active submembrane or subslab depressurization system , an electrical circuit terminated in an approved box shall be installed during construction in the attic or other anticipated location of vent pipe fans. An electrical supply shall be accessible in anticipated locations of system failure alarms.

Section BE104 Testing

BE104.1 Testing.

Where radon-resistant construction is required, radon testing shall be as specified in Items 1 through 11:

  1. 1.

    Testing shall be performed after the dwelling passes its air tightness test.

  2. 2.

    Testing shall be performed after the radon control system and HVAC installations are complete. The HVAC system shall be operating during the test. Where the radon system has an installed fan, the dwelling shall be tested with the radon fan operating.

  3. 3.

    Testing shall be performed at the lowest occupied floor level, whether or not that space is finished. Spaces that are physically separated and served by different HVAC systems shall be tested separately.

  4. 4.

    Testing shall not be performed in a closet, hallway, stairway, laundry room, furnace room, bathroom or kitchen.

  5. 5.

    Testing shall be performed with a commercially available radon test kit or testing shall be performed by an approved third party with a continuous radon monitor. Testing with test kits shall include two tests, and the test results shall be averaged. Testing shall be in accordance with this section and the testing laboratory kit manufacturer’s instructions.

  6. 6.

    Testing shall be performed with the windows closed. Testing shall be performed with the exterior doors closed, except when being used for entrance or exit. Windows and doors shall be closed for not fewer than 12 hours prior to the testing.

  7. 7.

    Testing shall be performed by the builder, a registered design professional or an approved third party.

  8. 8.

    Testing shall be conducted over a period of not less than 48 hours or not less that the period specified by the testing device manufacturer, whichever is longer.

  9. 9.

    Written radon test results shall be provided by the test lab or testing party. The final written test report with results less than 4 picocuries per liter (pCi/L) shall be provided to the code official.

  10. 10.

    Where the radon test result is 4 pCi/L or greater, the fan for the radon vent pipe shall be installed as specified in Sections BE103.9 and BE103.12.

  11. 11.

    Where the radon test result is 4 pCi/L or greater, the system shall be modified and retested until the test result is less than 4 pCi/L.

Exception: Testing is not required where the occupied space is located above an unenclosed open space.

Source and transcript record

Record Georgia · 2024 IRC · Appendix BE Radon Control Methods

Effective January 1, 2026 · source captured Aug 30, 2026

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