Compilation of Rules and Regulations of the State of Georgia › Department 110 - RULES OF GEORGIA DEPARTMENT OF COMMUNITY AFFAIRS › Chapter 110-11 - GEORGIA STATE MINIMUM STANDARD CODES › Subject 110-11-1 - GEORGIA STATE MINIMUM STANDARD CODES › Rule 110-11-1-.11 - Adoption of the 2000 CABO One and Two Family Dwelling Code with Georgia Amendments, the 2000 Standard Building Code with Georgia Amendments and the 2000 Standard Fire Prevention Code with Georgia Amendments and Georgia Amendments to the 2000 Standard Plumbing Code and 2000 Standard Gas Code, Effective January 1, 2002

Current through Rules and Regulations filed through June 27, 2024
The Board of Community Affairs hereby adopts the following
				  code editions and amendments as the Georgia State Minimum Standard Codes for
				  Construction:
Click
				  here to view
ONE AND TWO FAMILY DWELLING CODE
(International Residential Code for One and Two Family
				  Dwellings)
The CABO ONE AND TWO FAMILY DWELLING CODE (International
				  Residential Code for One and Two Family Dwellings), 2000 Edition, published by
				  the Southern Building Code Congress International, Inc., when used in
				  conjunction with these Georgia Amendments, shall constitute the official
Georgia State Minimum Standard One and Two Family Dwelling Code.
Plumbing (Chapters 25 through 32) are deleted from the
CABO One and Two Family Dwelling Code
in accordance with
				  Title 8, Chapter 2, Article 1, Part 2 of the Official Code of Georgia
				  Annotated.
Electrical (Chapter 33 through 42) are deleted and
				  substituted for Electrical requirments the
Georgia State Minimum
				  Standard Electrical Code (National Electrical Code 1999 Edition).
Appendices
Appendices are not enforceable unless they are specifically
				  referenced in the body of the code or adopted for enforcement in the ordinance
				  of the authority having jurisdiction.
GEORGIA STATE AMENDMENTS
Code Reference:
(a) Change all references from the ICC Electrical Code to the
				  Georgia State Minimum Standard National Electrical Code.
(b) Change all references from the International Energy
				  Conservation Code to the Georgia State Energy Code for Buildings. The Georgia
				  State Energy Code for Buildings shall be used for efficiency and coefficient of
				  ratings for heating and air conditioning equipment.
Scope
The provisions of the CABO One and Two Family Dwelling Code
				  (International Residential Code for One and Two Family Dwellings) shall apply
				  to the construction, alteration, movement, enlargement, replacement, repair,
				  equipment, use and occupancy, location, removal and demolition of detached one-
				  and two-family dwellings and multiple single family dwellings (townhouses) not
				  more than three stories in height with a separate means of egress and their
				  accessory structures.
GEORGIA STATE MINIMUM REQUIREMENTS FOR BOILER/WATER
				  HEATERS AND PRESSURE VESSELS
(a) The State's Minimum requirements for Boiler/Water Heaters
				  and Pressure Vessels, over 200,000 BTU (58.56kW), 210 degrees Fahrenheit, or
				  120 gallons capacity, shall be established by O.C.G.A. Title 34, Chapter 11,
				  and the Rules and Regulations of the Georgia Department of Labor. (Effective
				  January 1, 2002).
*
Revise the CABO One and Two Family Dwelling Code
				  (International Residential Code for One and Two Family Dwellings), 2000
				  Edition, as follows:
CHAPTER 1
ADMINISTRATION
* Delete Chapter 1 without substitution. Chapter 1 to remain
				  in the Code as a
reference and
guide for local governments in
				  development of their own
Administrative Procedures
. (Effective
				  January 1, 2002)
CHAPTER 2
DEFINITIONS
* Revise Section R202 by adding the following
				  definitions:
Absorption System
. A refrigerating system in
				  which refrigerant is pressurized by pumping a chemical solution of refrigerant
				  in absorbent, and then separated by the addition of heat in a generator,
				  condensed (to reject heat), expanded, evaporated (to provide refriger- ation),
				  and reabsorbed in an absorber to repeat the cycle; the system may be single or
				  multiple effect, the latter using multiple stages or intentionally cascaded use
				  of heat to improve efficiency. (Effective January 1, 2002)
Basement.
A basement shall not be considered as
				  a story if the finished surface of the floor above the basement is:
* Less than 6 feet (1829 mm) above grade plane; or
* Less than 6 feet (1829 mm) above the finished ground level
				  for more than 50 percent of the building perimeter; and
* Is less than 12 feet (3658 mm) above finished ground level
				  around the entire building perimeter. (Effective January 1, 2002)
Exterior Insulation and Finish Systems (EIFS).
Exterior Insulation and Finish Systems are non-load bearing exterior
				  wall cladding systems generally consisting of an insulation board, an adhesive
				  and/or mechanical attachment of the insulation board to the substrate, glass
				  fiber reinforcing mesh, a base coat on the face of the insulation board and an
				  aggregated polymer binder based finish coat. (Effective January 1, 2002)
Story Above Grade.
Any story having its finished
				  floor surface entirely above grade except that a basement shall be considered
				  as a story above grade when the finished surface of the floor above the
				  basement is:
* More than 6 feet (1829 mm) above grade plane;
* More than 6 feet (1829 mm) above the finished ground level
				  for more than 50 percent of the total building perimeter; or
* More than 12 feet (3658 mm) above the finished ground level
				  at any point. (Effective January 1, 2002)
Ventilating Area, Net Free (NFVA).
The Net Free
				  Ventilating Area (NFVA) of a static ventilating device is the sum of the
				  smallest cross-sectional areas of airways in the device. (Effective January 1,
				  2002)
CHAPTER 3
BUILDING PLANNING
SECTION R303
LIGHTING, VENTILATION AND HEATING
* Add exception to Section R303.4 and renumber existing and
				  new exceptions to 1 & 2 respectively:
Section R303.4 Stairway Illumination.
Exceptions:
1. An artificial light source is not required at the top and
				  bottom landing, provided an artificial light source is located directly over
				  each stairway section.
2. All stairways which are not required by Section 310 as
				  part of an emergency exit will not be required to be illuminated by artificial
				  light. (Effective January 1, 2002)
SECTION R309
GARAGES AND CARPORTS
* Add exception to Section R309.2 to read as follows:
Section R309.2 Separation required.
Exception:
In garages protected by an automatic sprinkler system
				  installed in accordance with NFPA 13D, a separation is not required. (Effective
				  January 1, 2002)
SECTION R314
STAIRWAYS
* Revise Section R314.2 to read as follows and add
				  exception:
R314.2
Treads and risers.
The maximum riser
				  height shall be 73/4 inches (196 mm) and the minimum tread depth shall be 9
				  inches (229 mm). (Remainder of section left unchanged.)
Exception.
The first and the last riser may vary by an amount no greater
				  than 3/4 inch (19 mm) from the other risers in the flight of stairs. (Effective
				  January 1, 2002)
* Delete Section R314.2.1 and substitute the
				  following:
R314.2.1
Profile.
The radius of curvature, if
				  any, at the leading edge of the tread shall be no greater than 9/16 inch (14.3
				  mm). A nosing projection of not less than 3/4 inch (19 mm) but not more than
				  11/2 inches (38 mm) shall be provided on treads with solid risers. Beveling of
				  nosing shall not exceed 1/2 (12.7 mm). Risers shall be vertical or sloped from
				  the underside of the leading edge of the tread above at an angle not more than
				  30 degrees from the vertical.
Exception.
A nosing is not required where the tread depth is a minimum
				  of 11 inches (279 mm). (Effective January 1, 2002)
SECTION R315
HANDRAILS
* Delete Section R315.1 and substitute the following:
R315.1
Handrails.
Handrails having minimum and
				  maximum heights of 30 inches and 38 inches (762 mm and 965 mm), respectively,
				  measured vertically from the nosing of the treads, shall be provided on at
				  least one side of stairways of 30 inches (762 mm) or more in height. Spiral
				  stairways and winders shall have the required handrails located on the outside
				  radius. All required handrails shall be continuous the full length of the
				  stairs excluding the landings. Ends shall be returned or shall terminate in
				  newel posts or safety terminals. Handrails projecting from a wall shall have a
				  space not less than 11/2 inches (38 mm) between the wall and the handrail.
Exception:
1. Handrails shall be permitted to be interrupted by a newel
				  post at a turn.
2. The use of a volute, turnout or starting easing shall be
				  allowed over the lowest tread.
3. Handrails may be interrupted within the width of a tread
				  where the wall configuration changes. (Effective January 1, 2002)
* Delete Section R315.2 and substitute the following:
R315.2
Handrail grip size.
Handrails shall
				  have either a circular cross section with a diameter of 11/4 (32 mm) to 2
				  inches (51 mm), or a noncircular cross section with a perimeter dimension of at
				  least 4 inches (102 mm) but not more than 61/4 (159 mm) and a largest cross
				  section dimension not exceeding 23/4 inches (69.9 mm). Edges shall have a
				  minimum radius of 1/8 inch (3.2 mm). (Effective January 1, 2002)
SECTION R317
SMOKE ALARMS
The State's minimum requirements for smoke detection systems
				  shall be established by the Life Safety Code. Areas not specifically addressed
				  by the Life Safety Code and which are addressed by the Georgia State Minimum
				  Standard Building Code, the Georgia State Minimum Standard One and Two Family
				  Dwelling Code or the Georgia State Minimum Standard Fire Prevention Code shall
				  be used as a supplement.
Exception:
State's minimum requirements for
				  smoke detectors in One and Two Family Dwellings shall be established by
				  O.C.G.A. Title 25, Chapter 2.
* Delete Section R317.1 and substitute the following:
R317.1
Smoke detectors required.
Smoke
				  detectors shall be installed outside of each sleeping area in the immediate
				  vicinity of the bedrooms, but in no case more than 10 feet away from the door,
				  and on each additional story of the dwelling, including basements and cellars
				  but not including crawlspaces and uninhabitable attics. In dwellings with split
				  levels, a smoke detector needs to be installed only in the upper level,
				  provided the lower level is less than one full story below the upper level,
				  except that if there is a door between levels, then a smoke detector is
				  required on each level. All detectors shall provide an alarm which is audible
				  in all sleeping areas. All detectors shall be approved and listed and installed
				  in accordance with the manufacturer's instructions. (Effective January 1,
				  2002)
SECTION R321
DWELLING UNIT SEPARATION
* Revise Section R321.1 by adding an exception and numbering
				  exceptions as 1 & 2 to read as follows:
R321.1
Two-family dwellings.
#2. Two family dwellings that qualify for independent
				  electrical (separate) services shall be separated with a minimum two-hour fire
				  rated assembly. (Effective January 1, 2002)
SECTION R322
MOISTURE VAPOR RETARDERS
* Delete Section 322.1 and substitute the following:
R322.1
Retarder required.
In all frame walls,
				  and floors, and ceilings, not ventilated to allow moisture to escape, an
				  approved vapor retarder having a maximum perm rating of 1.0, when tested in
				  accordance with Procedure for Desiccant of Method ASTM E 96 shall be used on
				  the warm-in-winter side of the thermal insulation. The moisture vapor retarders
				  shall also comply with the Georgia State Energy Code for Buildings.
Exceptions:
In construction where moisture or
				  its freezing will not damage the materials. (Effective January 1, 2002)
SECTION R324
PROTECTION AGAINST TERMITES
* Revise Section R324.1 by adding the sentence at the end of
				  section to read as follows:
R 324.1 Subterranean termite control.
. . .any
				  combination of these methods. Clearance between exterior wall cladding, except
				  masonry veneer, shall be at least 6 inches (152 mm) and a 2 inch (51 mm) clear
				  inspections space above paved areas must be visible below cladding down to the
				  final grade of the top of the soil which is immediately adjacent to the
				  structure. (Effective January 1, 2002)
* Add new Section R324.5 to read as follows:
R324.5
Removal of debris.
Cells and cavities
				  in masonry units of foundation and basement walls shall be cleaned of all
				  trash, debris, wood scraps, and other extraneous content before concrete
				  placement. (Effective January 1, 2002)
CHAPTER 4
FOUNDATIONS
SECTION 403
FOOTINGS
* Revise Figure R403.1(1) Concrete and Masonry Foundation
				  Details.
Click
				  here to view
(Effective January 1, 2002)
SECTION R404
FOUNDATION WALLS
* Add exception to Section R404.1.7 to read as follows and
				  number exceptions as 1 and 2:
R404.1.7
Backfill placement.
Exception:
1. Such bracing is not required for walls supporting less
				  than 4 feet (1219 mm) of unbalanced backfill.
2. Such bracing is not required for poured concrete walls
				  having sufficient strength. (Effective January 1, 2002)
CHAPTER 5
FLOORS
SECTION R502
WOOD FLOOR FRAMING
* Revise Section R502.2.1 to read as follows:
R502.2.1
Decks.
Decks shall be constructed in
				  accordance with this code or Chapter 3 of the 1996 Forest Products Society,
				  "Wood Decks, Materials, Construction, and Finishing" manual. (Remainder of
				  section left unchanged). (Effective January 1, 2002)
* Add new Sections R502.2.1.1, R502.2.1.2, R502.2.1.3,
				  R502.2.1.4 and R502.2.1.5 to read as follows:
R502.2.1.1
Guardrails.
Guardrails shall comply
				  with the live load requirements in Section R301.4. Guardrails may be
				  constructed as per Figures 44 and 45 of the 1996 Forest Products Society,"Wood
				  Decks, Materials, Construction, and Finishing" manual, and meet the design
				  criteria as described in Section R316.
Exception:
Stairway Guardrails shall meet live
				  load requirements specified in Section R301.4.
R502.2.1.2
Footings.
Footing design for decks
				  and porches shall be as required in Section R403.
R502.2.1.3
Stairways.
Stairways shall comply
				  with Section R314.
R502.2.1.4
Protection against decay.
Protection
				  against decay shall be in accordance with Section R323.
R502.2.1.5
Protection against termites.
Protection against termites shall be in accordance with Section R324.
				  (Effective January 1, 2002)
CHAPTER 7
WALL COVERING
SECTION R703
EXTERIOR COVERING
* Revise Table 703.4 by adding the following:
Table 703.4 Weather-Resistant Siding Attachment and
				  Minimum Thickness
Click
				  here to view
* Delete Section(s) R703.9, R703.9.1 and 703.9.2 and
				  substitute the following:
703.9
Exterior Insulation and Finish Systems (EIFS)
703.9.1 Exterior Insulation and Finish Systems (EIFS) shall
				  conform to Appendix L, Performance Requirements for Exterior Insulation and
				  Finish Systems (EIFS).
703.9.2 Wall assemblies incorporating EIFS shall be provided
				  with drainage as recognized in a current model building code Evaluation Report
				  and shall conform to Appendix M, Requirements for Drainage Installed with
				  Exterior Insulation and Finish Systems (EIFS).
703.9.3 Wall assemblies incorporating EIFS shall demonstrate
				  drying potential as recognized in a current model building code Evaluation
				  Report and shall be in conformance with Appendix N, Requirements for Drying
				  Potential for Exterior Insulation and Finish Systems (EIFS).
703.9.4 Installation of exterior Insulation and Finish
				  Systems (EIFS) Class PB shall comply with ASTM PS49, Standard Practice for
				  Application of Class PB exterior Insulation and Finish System. Where there is a
				  conflict between ASTM PS49 and other provisions of the code, the other
				  provisions shall apply instead of ASTM PS49.
703.9.5 Foam plastic insulation in Exterior Insulation and
				  Finish Systems (EIFS) Class PB shall conform to the requirements of Chapter 3,
				  Section 318.1, 318.1.1, 318.1.2, 318.2.1, and 318.3.
703.9.6
Weather Resistive Barriers.
The weather
				  resistive barrier shall be asphalt saturated felt weighing at least 14 lbs. per
				  hundred square feet (0.683 kg/m2), or conform to ASTM D226 Type I or equal, as
				  determined by qualified testing. The barrier shall be free from holes and
				  breaks and shall be applied over studs or sheathing of all exterior walls.
				  Weather-resistant sheathing paper type barriers shall be applied horizontally
				  with the upper layer lapped over the lower layer not less than 2 inches (52
				  mm). Where vertical joints occur, the felt or paper shall be lapped not less
				  than 6 inches (152 mm). Approved surface applied type barriers shall be
				  monolithic and continuous and shall be applied in accordance with the
				  manufacturer's specifications and application instructions.
703.9.7
Flashing for Exterior Insulating and Finish
				  Systems (EIFS).
Flashing shall be approved, corrosion resistive, and
				  provided in such a manner as to be leakproof and flashed to the exterior.
				  Windows, doors, louvers and other similar openings shall be flashed. Windows
				  shall be flashed at the top, sides and sills. Window heads shall be flashed to
				  the exterior, except that self-flashing windows having a continuous lap of not
				  less than 1 1/8 inches (28 mm) over sheathing material around the perimeter of
				  the opening, including corners, do not require additional flashing at the head.
				  Flashing shall be installed at the intersections of walls, including chimney
				  chase walls, with roofs, decks, balconies, porches, stairs, landings and
				  similar construction. The weather resistive barrier shall be continuous with
				  the weather resistive barrier behind wall coverings adjacent to the EIFS or
				  flashed to the exterior.
703.9.7.1 Refer to Appendix M for typical weather resistive
				  barrier, flashing details, and installation details.
703.9.8
Sealants for Exterior Insulation and Finish
				  Systems (EIFS).
Sealants shall be installed between EIFS and adjoining
				  construction or penetrations in accordance with ASTM C1193. Minimum 3/4 inch
				  (19 mm) wide sealant joints shall be installed at floor lines of wood framed
				  floors. Minimum 1/2 inch (13 mm) wide sealant joints shall be installed at
				  perimeters of wall openings such as for windows and doors. Sealants applied in
				  a fillet configuration shall be installed over bond breaker tape or other
				  pre-formed closed cell sealant backing. Sealants shall be installed so as not
				  to block weeps or other water drainage. Sealants shall conform to ASTM C920,
				  grade NS, Type M or S, Class 25. Sealants shall be tested in accordance with
				  ASTM C1135 and PS49. Minimum 50% elongation after conditioning shall be
				  required. (Effective January 1, 2002)
CHAPTER 8
ROOF-CEILING CONSTRUCTION
SECTION R802
WOOD ROOF FRAMING
* Revise Section R802.3 to read as follows:
R802.3
Framing details.
Rafters shall be framed
				  to the ridge board or to each other with a gusset plate as a tie. Where rafters
				  meet to form a ridge they shall be placed directly opposite each other, or
				  centerline offset not more than 11/2 inches (38 mm). Ridge board shall be at
				  least 1-inch (25.4 mm) nominal thickness and not less in depth than the cut end
				  of the rafter. At all valleys and hips there shall be a valley or hip rafter
				  not less than 2-inch (51 mm) nominal thickness and not less than the cut end of
				  the rafter. Valley rafters shall be supported at the ridge... (remainder of
				  section left unchanged). (Effective January 1, 2002)
SECTION R806
ROOF VENTILATION
* Add new Section R806.4 to read as follows:
R806.4
Static Ventilating Devices.
Manufactured
				  static ventilating devices shall be identified by the manufacturer's mark, logo
				  or product identification and the net free ventilating area (NFVA). (Effective
				  January 1, 2002)
CHAPTER 9
ROOF ASSEMBLIES
SECTION R907
REROOFING
* Revise Section R907.1 to read as follows:
R907.1
General.
Materials and methods of
				  application used for recovering or replacing an existing roof covering shall
				  comply with the requirements of this chapter. Roof repairs to existing roofs
				  and roof coverings shall comply with the provisions of Chapter 34 of the
International Building Code.
(Effective January 1,
				  2002)
CHAPTER 11
ENERGY EFFICIENCY
* Delete Chapter 11 Energy Efficiency without
				  substitution.
For energy code compliance refer to the Georgia State Energy
				  Code for Buildings. (Effective January 1, 2002)
CHAPTER 12
MECHANICAL ADMINISTRATION
SECTION M1201
GENERAL
* Delete Section M1201.2 and substitute the following:
M1201.2
Alternate materials, design and methods of
				  construction and equipment.
The provisions of this code are not intended
				  to prevent the installation of any material or to prohibit any design or method
				  of construction not specifically prescribed by this code, provided that any
				  such alternative has been approved. An alternative material, design or method
				  of construction shall be ap- proved where the building official finds that the
				  proposed design is satisfactory and complies with the intent of the provisions
				  of this code, and that the material, method or work offered is, for the purpose
				  intended, at least the equivalent of that prescribed in this code. Compliance
				  with the specific performance-based provisions of the International Code
				  Council (ICC) codes in lieu of specific requirements of this code shall also be
				  permitted as an alternative.
M1201.2.1
Tests.
Whenever there is insufficent
				  evidence of compliance with the provisions of this code, or evidence that a
				  material or method does not conform to the requirements of this code, or in
				  order to substantiate claims for alternative materials and methods, the
				  building official shall have the authority to require tests as evidence of
				  compliance to be made at no expense to the jurisdiction. Test methods shall be
				  as specified in this code or by other recognized test standards. In absence of
				  recognized and accepted test methods, the building official shall approve the
				  testing procedures. Tests shall be retained by the building official for the
				  period required for the retention of public records. (Effective January 1,
				  2002).
CHAPTER 13
GENERAL MECHANICAL SYSTEM REQUIREMENTS
SECTION M1302
APPROVAL
* Delete Section M1302.1 and substitute the following:
M1302.1
General.
See Section M1201.2.
				  (Effective January 1, 2002)
SECTION M1305
APPLIANCE ACCESS
* Revise Section M1305.1.3 first and last sentences to read
				  as follows:
M1305.3
Appliances in attics.
Attics
				  containing appliances requiring access shall be provided with an opening and a
				  clear and unobstructed passageway large enough to allow the removal of the
				  largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559
				  mm) wide to the appliance. (Last sentence) The clear access opening dimensions
				  shall be a minimum of 20 inches by 30 inches (508 mm by 762 mm), where such
				  dimensions are large enough to allow the removal of the largest appliance and
				  be accessible by pull down stairs or other permanent steps. (Effective January
				  1, 2002)
* Revise Section M1305.1.4.1 to read as follows:
M1305.1.4.1
Ground clearance.
Equipment and
				  appliances installed at grade level shall be supported on a level concrete slab
				  or other approved material extending above grade a minimum of 2 inches (51 mm)
				  or shall be suspended a minimum of 6 inches (152 mm) above adjoining grade.
				  (Effective January 1, 2002)
CHAPTER 14
HEATING AND COOLING EQUIPMENT
SECTION M1401
GENERAL
* Revise Section M1401.4 to read as follows:
M1401.4
Exterior installations.
Equipment
				  installed outdoors shall be listed and labeled for outdoor installation.
				  Supports and foundations shall prevent excessive vibration, settlement or
				  movement of the equipment. Equipment and appliances installed at grade level
				  shall be supported on a level concrete slab or other approved material
				  extending above grade a minimum of 2 inches (51 mm) or shall be suspended a
				  minimum of 6 inches (152 mm) above adjoining grade. (Effective January 1,
				  2002)
CHAPTER 16
DUCT SYSTEMS
SECTION M1601
DUCT CONSTRUCTION
* Revise Section M1601.2 by adding a last sentence to read as
				  follows:
M1601.2
Factory-made ducts.
Each portion of a
				  factory-made air duct system shall bear a label or mark indicating compliance
				  with UL 181 and UL 181A and shall comply with the requirements of the Georgia
				  State Energy Code for Buildings. (Effective January 1, 2002)
* Revise Section M1601.2.1 by adding requirement #4 to read
				  as follows:
M1601.2.1
Duct insulation materials.
4. All duct insulation materials shall comply with the
				  requirements of the Georgia State Energy Code for Buildings. (Effective January
				  1, 2002)
* Revise Section M1601.3.1 by adding a last sentence to read
				  as follows:
M1601.3.1
Joints and seams.
The joints and
				  seams for the duct system shall be sealed in accordance with the Georgia State
				  Energy Code for Buildings. (Effective January 1, 2002)
* Revise Section M1601.3.4 by adding requirement #4 to read
				  as follows:
M1601.3.4
Duct insulation.
4. The Georgia State Energy Code for Buildings. (Effective
				  January 1, 2002)
CHAPTER 20
BOILERS/WATER HEATERS
SECTION M2001
BOILERS
* Revise Section M2001.1 by adding a last sentence to read as
				  follows:
M2001.1
Installation.
The efficiencies of the
				  boilers shall comply with the Georgia State Energy Code for Buildings.
				  (Effective January 1, 2002)
CHAPTER 24
FUEL GAS
SECTION G2409 (308)
CLEARANCE REDUCTION
* Add Exceptions to Section G2409.2 to read as
				  follows:
G2409.2
Reduction table.
Exceptions:
1. Appliances that are approved and listed for such
				  locations.
2. Appliances installed in an enclosure communicating
				  directly with a garage in which all combustion air is taken from the outdoors
				  and the enclosure is equipped with a solid weather-stripped door and
				  self-closing device. (Effective January 1, 2002)
SECTION G2414 (404)
PIPING SYSTEM INSTALLATION
* Revise Section G2414.8 to read as follows:
G2414.8
Protection against corrosion.
Metallic
				  pipe or tubing exposed to corrosive action, such as soil condition or moisture,
				  shall be protected in an approved manner. Ferrous metal exposed in exterior
				  locations shall be protected from corrosion. Where dissimilar metals are joined
				  underground, an insulating coupling or fitting shall be used. Piping shall not
				  be laid in contact with cinders. (Effective January 1, 2002)
SECTION G2418 (408)
DRIPS AND SLOPING PIPING
* Revise Section G2418.4 to read as follows:
G2418.4
Sediment trap.
Where a sediment trap is
				  not incorporated as part of the gas utilization equipment, a sediment trap
				  shall be installed as close to the inlet of the equipment as practical. The
				  sediment trap shall be either a tee fitting with a minimum 3 inch (76 mm) long
				  capped nipple in the bottom outlet or other configuration approved as an
				  effective sediment trap. Illuminating appliances, ranges, clothes dryers,
				  decorative appliances for installation in vented fireplaces, decorative vented
				  appliances, and outdoor grills need not be so equipped unless required by
				  manufacturer's installation instructions. (Effective January 1, 2002)
SECTION G2419 (409)
GAS SHUTOFF VALVES
* Revise Section G2419.1.2 by adding an exception to read as
				  follows:
G2419.1.2
Prohibited locations.
Shutoff valves
				  shall be prohibited in concealed locations and spaces used as plenums.
Exception:
Equipment shutoff valves required by
				  the code shall be permitted to be installed in accessible above ceiling spaces
				  containing vented gas utilization equipment. (Effective January 1, 2002)
SECTION G2422 (413)
CNG GAS DISPENSING SYSTEMS
* Delete Section G2422.1 and substitute the following:
G2422.1
General.
Under Georgia law, the Rules
				  and Regulations of the Georgia Safety Fire Commissioner's Office govern the
				  storage, delivery and dispensing of compressed natural gas. Refer to the Rules
				  and Regulations of the Georgia Safety Fire Commissioner's Office and NFPA 52
				  for all requirements concerning compressed natural gas motor vehicle
				  fuel-dispensing stations. (Effective January 1, 2002)
SECTION G2426 (503)
VENTING OF EQUIPMENT
* Revise Section G2426.10.2.2 by adding an exception to read
				  as follows:
Section G2426.10.2.2 Vent connectors located in
				  unconditioned areas.
Exception:
Single-wall metal vent connectors
				  shall be allowed in unconditioned areas other than attics and crawl spaces
				  where the 97.5-percent value for outside design temperature is 10 degrees F
				  (-18 degree C) or greater as shown in Figure R301.2(1). (Effective January 1,
				  2002)
SECTION G2443 (620)
UNVENTED ROOM HEATERS
* Revise Section G2443.1 to read as follows:
G2443.1
General.
Unvented room heaters shall be
				  tested in accordance with ANSI Z 21.11.2 and shall be installed in accordance
				  with the conditions of the listing of the manufacturer's installation
				  instructions. Unvented room heaters utilizing fuels other than gas shall be
				  regulated by the Georgia State Minimum Standard Mechanical Code. (Effective
				  January 1, 2002)
SECTION G2445 (622)
COOKING APPLIANCES
* Delete Section
G2445.2 Prohibited location
without substitution. (Effective January 1, 2002)
* Delete Section
G2445.3 Domestic appliances
without substitution. (Effective January 1, 2002)
APPENDIX L
* Add Appendix L to read as follows:
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APPENDIX M
* Add Appendix M to read as follows:
REQUIREMENTS FOR DRAINAGE INSTALLED WITH EXTERIOR
				  INSULATION AND FINISH SYSTEMS (EIFS)
M1.01
Scope:
These requirements cover the drainage of water from wall
				  construction incorporating EIFS and weather resistive barriers. Drainage is
				  provided to prevent water intrusion beyond the water resistive barrier and to
				  discharge water to the exterior.
M2.01
Reference Documents
ASTM Standards E 331 Test Method for Water Penetration of
				  Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure
				  Difference.
M3.01
Terminology
Descriptions of Terms Specific to this Standard:
M3.01.1 Drainage: The collection and discharge of water
				  gravity flow.
M4.01
Drainage of Water
M4.01.1 Walls incorporating EIFS and drainage shall be
				  constructed to collect incidental water at the exterior outside faces of a
				  weather resistive barrier and flashing. The wall assembly shall allow water
				  collected at the outside faces of the weather resistive barrier and flashing to
				  flow by gravity to the exterior.
M4.01.2 The weather resistive barrier shall be integrated
				  with the flashing to prevent water intrusion to the interior.
M4.01.3 Drainage shall be confirmed by testing in accordance
				  with ASTM E331 and 5.01.
M5.01
Test Method For Determining The Drainage
				  Performance of Wall Assemblies Clad With Exterior Insulation and Finish Systems
				  (EIFS).
This test method consists of testing EIFS clad wall
				  assemblies for Drainage Performance By ASTM E331, Standard Test Method for
				  Water Penetration of Exterior Windows, Curtain Walls and Doors by Uniform
				  Static Air Pressure Difference, except as described otherwise
				  herein.
M5.01.1
Scope:
This test method evaluates the drainage performance of EIFS
				  when subjected to water applied in conjunction with a positive uniform static
				  air pressure.
M5.01.2
Test Method
ASTM E331
M5.01.3
Apparatus
ASTM E331 for application of water and positive uniform
				  static air pressure and a catchment to collect and measure drained
				  water.
M5.01.4
Test Specimen
M5.01.4.1 The EIFS clad wall test specimens shall be a
				  minimum of 4' x 8' (123 cm x 246 cm).
M5.01.4.2 Minimum of four test specimens plus a control shall
				  be assembled and allowed to cure for 28 days prior to test. The test specimens
				  shall contain a fault.Dimensions and location of the fault are shown in Figure
				  M-1.0.
M5.01.4.3 The EIFS assemblies shall be installed with the
				  materials, details, and methods of assembly as required by the manufacturer.
M5.01.4.3.1 For acceptance of wall assemblies with wood-based
				  sheathing, the test wall shall include the sheathing to be accepted.
M5.01.4.4 The supporting framework for the EIFS wall
				  assemblies shall be of wood or metal stud construction and framing spacing as
				  required by the manufacturer. The standard framing spacing is 16" (41 cm) on
				  center.
M5.01.4.5 The test specimens shall be constructed to allow
				  observation of drainage.
M5.01.5
Test Procedure:
M5.01.5.1 Test pressure difference shall be minimum 6.24
				  pounds per square foot (psf).
M5.01.5.2 Water delivery to the exterior surface shall be
				  uniform and at a rate of 5.0 gallons per square foot hour (19 liters per 0.093
				  square meter hour).
M5.01.5.3 Water and pressure duration shall be minimum 15
				  minutes.
M5.01.5.4 Subject the four test specimens to the conditions
				  in 5.1 and 5.3. Observe and verify that specimens drain freely.
M5.01.5.5 Allow each specimen to drain in the vertical
				  position.
M5.01.5.6 After one hour of drainage, select one of the test
				  specimens; disassemble and verify drainage by observation.
Note:
Disassembly of wall must assure
				  inspection of all wall components. Any water accumulation beyond incidental
				  beading due to surface tension shall be reported.
M6.01
REPORT
M6.01.1 Follow ASTM E331 Sections 12.1.1, 12.1.2, 12.1.7,
				  12.1.9, 12.1.10, and 12.2 plus the following:
M6.01.2 Observations from 5.4, 5.5, and 5.7.
M6.01.3 Details of assembly, including a description of
				  components, mixing and application, thickness of components and a statement of
				  conformance to the manufacturer's application instructions.
M6.01.4 Photographic video documentation of test specimens,
including assembly, components, drainage verification,
and samples removed in 5.8.
M6.01.5 Detailed drawings of the test specimens.
M6.01.6 A record of all points of water penetration to the
				  cavity and
drainage
performance.
(Effective January 1, 2002)
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APPENDIX N
* Add new Appendix N to read as follows:
REQUIREMENTS FOR DRYING POTENTIAL FOR EXTERIOR
				  INSULATION AND FINISH SYSTEMS (EIFS)
N1.01
SCOPE
These requirements cover the potential for drying of wall
				  construction incorporating EIFS and drainage. Drying of water in excess of 1
				  ounce per square foot shall be confirmed by testing in accordance with ASTM E
				  331 and Section 2.01.
N2.01
TEST METHOD
N2.01.1 Follow Appendix M, Requirements for Drainage
				  Installed with Exterior Insulation Finish Systems (EIFS), Sections 5.01 through
				  5.01.5.6.
N2.01.2 Allow three test speciments plus the control specimen
				  to dry in a conditioned space (73 degrees Fahrenheit ± 4 degrees @ 50% Relative
				  Humidity) (23 degrees Centigrade ± 2 degrees @ 50% Relative Humidity) for 72
				  hours. {NOTE: These are usually the same test specimens tested for
				  drainage.}
N2.01.3 After 72 hours of drying, cut three 12" x 12" (305 mm
				  x 305 mm) samples to include all components of the assembly except framing from
				  each test specimen and the control, as shown in figure N-1.0.
N2.01.4 Record observations.
N2.01.5 Immediately weigh each sample and place in an oven
				  controlled at 120 ±10 degrees Fahrenheit (49 degrees Centigrade ± 5 degrees)
				  until constant weight is obtained. Record weight loss of each sample to the
				  nearest .01 ounce (31 grams).
N2.01.6 Determine the average weight loss for the nine
				  samples (TSRM) from the test specimens. Determine the average weight loss for
				  the three control samples (CSBM).
N3.01
TSRM - CSBM = SRM
TSRM - Average residual moisture in nine test samples (oz.)
				  (gr.)
CSRM - Average background moisture in three control samples
				  (oz.) (gr.)
SRM - Average residual moisture in system per square foot;
				  (ounce per square foot) (gr. per square meter).
N4.01
REPORT
A record of all weights as recorded in Section 2.01.5 and
				  2.01.6 to evaluate drying potential.
N5.01
ACCEPTANCE
SRM (Average Residual Moisture in system per square foot)
				  shall not exceed 1 ounce per square foot. (Effective January 1, 2002)
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GEORGIA STATE MINIMUM
STANDARD BUILDING CODE
(International Building Code
The STANDARD BUILDING CODE (International Building Code),
				  2000 Edition, published by the Southern Building Code Congress International,
				  Inc., when used in conjunction with these Georgia Amendments, shall constitute
				  the official
Georgia State Minimum Standard Building Code.
GEORGIA STATE AMENDMENTS
CODE REFERENCE:
(a) Change all references from the ICC Electrical Code to the
				  Georgia State Minimum Standard National Electrical Code.
(b) Change all references from the International Energy
				  Conservation Code to the Georgia State Energy Code for Buildings. The Georgia
				  State Energy Code for Buildings shall be used for efficiency and coefficient of
				  ratings of equipment.
SCOPE:
The provisions of the Georgia State Minimum Standard Building
				  Code (International Building Code) shall apply to the construction, alteration,
				  movement, enlargement, replacement, repair, equipment, use and occupancy,
				  location maintenance, removal and demolition of every building or structure or
				  any appurtenances connected or attached to such building or structures.
Exception:
Detached one- and two-family
				  dwellings and multiple single-family dwellings (townhouses) not more than three
				  stories high with separate means of egress and their accessory structures shall
				  comply with the CABO One and Two Family Dwelling Code (International
				  Residential Code).
Appendices
Appendices are not enforceable unless they are specifically
				  referenced in the body of the code or adopted for enforcement in the ordinance
				  of the Authority Having Jurisdiction.
*
Revise the Standard Building Code (International
				  Building Code) 2000 Edition, as follows:
CHAPTER 1
ADMINISTRATION
* Delete Chapter 1 without substitution. Chapter 1 to remain
				  in Code as a
reference and
guide for local governments in
				  development of their own
Administrative Procedures.
(Effective
				  January 1, 2002)
CHAPTER 2
DEFINITIONS
SECTION 201
GENERAL
* Revise Section 201.1 to add the following:
201.1
Scope.
The State's minimum requirements
				  for definitions shall be established by the Georgia State Minimum Standard
				  Building Code with the exception of those definitions established by the Rules
				  and Regulations of the Safety Fire Commissioner and with the exception of the
				  definitions of occupancies and their classification. Where any definitions are
				  not specifically addressed by the Georgia State Minimum Standard Building Code
				  and those same definitions are specifically addressed by the Life Safety Code
				  or Georgia State Minimum Standard Fire Prevention Code, then the Life Safety
				  Code or Standard Fire Prevention Code shall be used as a supplement. (Effective
				  January 1, 2002)
CHAPTER 3
USE AND OCCUPANCY CLASSIFICATION
SECTION 301
GENERAL
* Revise Section 301.1 to add the following:
301.1
Scope.
The State's minimum requirements
				  for occupancy classifications or sub-classifications including the definitions
				  thereof shall be established by the Life Safety Code. Occupancy classifications
				  or sub-classifications including the definitions thereof not specifically
				  addressed by the Life Safety Code and which are addressed by the Georgia State
				  Minimum Standard Building Code or the Geor- gia State Minimum Standard Fire
				  Prevention Code, the Building Code or the Fire Prevention Code shall be used as
				  a supplement. (Effective January 1, 2002)
CHAPTER 4
SPECIAL DETAILED REQUIREMENTS
				  BASED ON USE AND OCCUPANCY
SECTION 401
SCOPE
* Revise Section 401.1 to add the following:
401.1
Detailed use and occupancy requirements.
The State's minimum requirements for occupancy classifications or
				  sub-classifications including the definitions thereof shall be established by
				  the Life Safety Code. Occupancy classifications or sub-classifications
				  including the definitions thereof not specifically addressed by the Life Safety
				  Code and which are addressed by the Georgia State Minimum Standard Building
				  Code or the Georgia State Minimum Standard Fire Prevention Code, the Building
				  Code or the Fire Prevention Code shall be used as a supplement. (Effective
				  January 1, 2002)
CHAPTER 5
GENERAL BUILDING HEIGHTS AND AREAS
SECTION 506
AREA MODIFICATIONS
* Delete
Section 506.1.1 Basements
entirely
				  without substitution. {Refer to Section 503.1.1 for the requirements for
				  basements.} (Effective January 1, 2002)
CHAPTER 6
TYPES OF CONSTRUCTION
SECTION 601
GENERAL
* Revise Section 601.1 to add the following:
601.1
Scope.
The State's minimum requirements
				  for building construction types shall be established by the Georgia State
				  Minimum Standard Building Code including allowable height and building areas
				  and requirements for sprinkler protection related to minimum building
				  construction types. Areas not specifically addressed by the Georgia State
				  Minimum Standard Building Code and which are addressed by the Life Safety Code,
				  the Life Safety Code shall be used as a supplement.
Exception: Health care, nursing care, ambulatory health care
				  and detection occupancies shall comply with the minimum construction
				  requirements of the Life Safety Code and the Georgia State Minimum Standard
				  Building Code. (Effective January 1, 2002)
CHAPTER 7
FIRE-RESISTANCE-RATED CONSTRUCTION
SECTION 703
FIRE-RESISTANCE RATINGS AND FIRE TESTS
* Add Section 703.5 to read as follows:
703.5
Fire wall and smoke barrier identification.
All walls as described in Section 705 through 709 shall be identified
				  with signs or stenciling with suggested wording:
"Fire and Smoke Barrier - Protect All Openings".
Exception:
Existing stenciling acceptable to the
				  Authority Having Jurisdiction. (Effective January 1, 2002)
SECTION 705
FIRE WALLS
* Revise Section 705.3 to read as follows:
705.3
Materials.
Delete Exception: Building of
				  Type V Construction. (Effective January 1, 2002)
SECTION 707
SHAFT AND VERTICAL EXIT ENCLOSURES
* Add Section 707.1.1 to read as follows:
707.1.1
Protection of vertical openings.
The
				  State's minimum requirements for protection of vertical openings shall be
				  established by the Life Safety Code. Areas not specifically addressed by the
				  Life Safety Code and which are addressed by the Georgia State Minimum Standard
				  Building Code, the Building Code shall be used as a supplement. (Effective
				  January 1, 2002)
* Revise Section 707.14.1 to read as follows:
707.14.1
Elevator lobby.
Delete Exception 1 in
				  Section 707.14.1 without substitution and renumber remaining exceptions.
				  (Effective January 1, 2002)
CHAPTER 8
INTERIOR FINISHES
SECTION 801
GENERAL
* Revise Section 801.1 to add the following:
801.1
Scope.
The State's minimum requirements
				  for interior finishes shall be established by the Life Safety Code. Areas not
				  specifically addressed by the Life Safety Code and which are addressed by the
				  Georgia State Minimum Standard Building Code, the Building Code shall be used
				  as a supplement. (Effective January 1, 2002)
CHAPTER 9
FIRE PROTECTION SYSTEMS
[F] SECTION 903
AUTOMATIC SPRINKLER SYSTEMS
* Revise Section 903.1 to add the following:
903.1
General.
The State's minimum requirements
				  for automatic fire sprinkler systems shall be established by the Life Safety
				  Code. Areas not specifically addressed by the Life Safety Code and which are
				  addressed by the Georgia State Minimum Standard Building Code, the Building
				  Code shall be used as a supplement.
Exception: Fire sprinkler systems required by minimum
				  construction requirements shall be established by the Georgia State Minimum
				  Standard Building Code. (Effective January 1, 2002)
[F] SECTION
				  905
STANDPIPE SYSTEM
* Revise Section 905.1 to add the following:
905.1
General.
The State's minimum requirements
				  for standpipes shall be established by the Georgia State Minimum Standard
				  Building Code. Areas not specifically addressed by the Building Code and which
				  are addressed by the Life Safety Code or the Georgia State Minimum Standard
				  Fire Prevention Code, the Life Safety Code or the Fire Prevention Code shall be
				  used as a supplement. The requirements for occupant hoses may be eliminated in
				  new and existing buildings subject to the approval of the Authority Having
				  Jurisdiction. (Effective January 1, 2002)
[F] SECTION 907
FIRE ALARM AND DETECTIONS SYSTEMS
* Revise Section 907.1 to add the following:
907.1
General.
The State's minimum requirements
				  for fire alarm and detection systems shall be established by the Life Safety
				  Code. Areas not specifically addressed by the Life Safety Code and which are
				  addressed by the Georgia State Minimum Standard Building Code or the Georgia
				  State Minimum Standard Fire Prevention Code, the Building Code or the Fire
				  Prevention Code shall be used as a supplement. (Effective January 1, 2002)
* Revise Section 907.2.10.1.1 Notes 1 and 2 to read as
				  follows:
907.2.10.1.1
Group R-1.
1. In all interior corridors, halls and basements not more
				  than 30 feet (9.2 m) apart or more than 15 feet (4.6 m) from any wall, where
				  there are no interior halls or corridors, the detectors shall be installed in
				  each sleeping room.
2. In each room in the path of the means of egress from the
				  sleeping area to the door leading from the guest room or suite, a smoke
				  detector shall be mounted on the ceiling or wall at a point centrally located
				  in the corridor or area giving access to each group of rooms used for sleeping
				  purposes. (Effective January 1, 2002)
{Cross reference in State law: Title 25, Chapter 2 of
				  Official Code of Georgia Annotated (O.C.G.A.) and the Rules of the Georgia
				  Safety Fire Commissioner}
* Revise Section 907.2.10.1.2 Note 2 to read as
				  follows:
907.2.10.1.2
Groups R-2, R-3, R-4 and I-1.
2. In each room used for sleeping purposes except for in
				  Group R- 2 dwellings and dwelling units, a smoke detector shall be mounted on
				  the ceiling or wall at a point centrally located in the corridor or area giving
				  access to each group of rooms used for sleeping purposes. (Effective January 1,
				  2002) {Cross reference in State law: Title 25, Chapter 2 of Official Code of
				  Georgia Annotated (O.C.G.A.) and the Rules of the Georgia Safety Fire
				  Commissioner}
* Revise Section 907.2.10.2 first sentence to read as
				  follows:
907.2.10.2
Power Source.
In new construction, required smoke alarms shall receive
				  their primary power from the building wiring where such wiring is served from a
				  commercial source and shall be equipped with a one and onehalf hour emergency
				  battery back-up power supply source. (Effective January 1, 2002)
{Cross reference in State law: Title 25, Chapter 2 of
				  Official Code of Georgia Annotated (O.C.G.A.) and the Rules of the Georgia
				  Safety Fire Commissioner}
CHAPTER 10
MEANS OF EGRESS
SECTION 1001
ADMINISTRATION
* Revise Section 1001.1 to add the following:
1001.1
General.
The State's minimum
				  requirements for means of egress and all components thereof, shall be
				  established by the Life Safety Code. Areas not specifically addressed by the
				  Life Safety Code and which are addressed by the Georgia State Minimum Standard
				  Building Code, the Building Code shall be used as a supplement. The Life Safety
				  Code shall establish the requirement for a smoke proof enclosure of each exit
				  from high-rise buildings.
Exceptions:
1. The State's minimum construction requirements for
				  smokeproof enclosures shall be established by the Georgia State Minimum
				  Standard Building Code. (Effective January 1, 2002)
CHAPTER 11
ACCESSIBILITY
* Delete Chapter 11 Accessibility entirely without
				  substitution. (Effective January 1, 2002)
{Cross reference in State law: Title 30, Chapter 3 of the
				  Official Code of Georgia Annotated (O.C.G.A.) and the Rules of the Georgia
				  Safety Fire Commissioner}
CHAPTER 13
ENERGY CONSERVATION
* Delete Chapter 13 Energy Conservation entirely without
				  substitution. (Effective January 1, 2002)
{Cross reference in State law: Title 8, Chapter 2 of the
				  Official Code of Georgia Annotated (O.C.G.A.) State's minimum standards for
				  energy conservation for building as required by the Georgia State Energy Code
				  for Buildings.}
CHAPTER 14
EXTERIOR WALLS
SECTION 1404
MATERIALS
* Add Section 1404.10 to read as follows:
1404.10
Materials.
Cellulose fiber-reinforced
				  cement building boards shall conform to the requirements of ASTM E-84.
				  (Effective January 1, 2002)
SECTION 1405
INSTALLATION OF WALL COVERINGS
* Add Sections 1405.16 and 1405.17 to read as follows:
1405.16
Installation of wall coverings.
Installation of Exterior Insulation and Finish Systems (EIFS) Class PB
				  shall comply with ASTM PS 49, Standard Practice for Application of Class PB
				  Exterior Insulation and Finish Systems. Where there is a conflict betweem ASTM
				  PS 49 and other provisions of the code, the more restrictive shall apply. See
				  Section 1704.12. (Effective January 1, 2002)
1405.17
Installation of wall coverings.
Clearance between wall cladding, except masonry veneer, shall be at
				  least 6 inches (152 mm) and a 2 inch (51 mm) clear inspection space above paved
				  areas must be visible below cladding down to the final grade of the top of the
				  soil which is immediately adjacent to the structure. (Effective January 1,
				  2002)
CHAPTER 15
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
SECTION 1507
REQUIREMENTS FOR ROOF COVERINGS
* Revise Section 1507.4.4 to add a new item number 4 that
				  reads as follows:
1507.4.4
Attachment.
4. Aluminum fasteners shall be used for aluminum roofing.
				  (Effective January 1, 2002)
CHAPTER 16
STRUCTURAL DESIGN
SECTION 1602
DEFINITIONS
* Revise Section 1602.1 to add a new definition as
				  follows:
1602.1
Definitions.
DEAD LOADS.
The weight of materials of
				  construction incorporated into the building, including but not limited to
				  foundations, walls, floors, roofs, ceilings, stairways, built-in partitions,
				  finishes, cladding, and other similarly incorporated architectural and struc-
				  tural items, and fixed service equipment, including the weight of cranes.
				  (Effective January 1, 2002)
SECTION 1603
CONSTRUCTION DOCUMENTS
* Revise Section 1603.1.5 to add item number 7 to read as
				  follows:
1603.1.5
Earthquake design data.
7. Seismic design category. (Effective January 1, 2002)
* Revise Section 1603.3 to read as follows:
1603.3
Live loads posted.
Where the live loads
				  for which each floor or portion thereof of a commercial or industrial building
				  is or has been designed to exceed 100 pounds per square foot (2.40 kN/ m2),
				  such design live load shall be conspicuously posted by the owner in that part
				  of each story in which they apply, using durable signs. It shall be unlawful to
				  remove or deface such notices. (Effective January 1, 2002)
SECTION 1604
GENERAL DESIGN REQUIREMENTS
* Revise Section 1604.4 fifth paragraph to read as
				  follows:
1604.4
Analysis.
Every structure shall be designed to resist the overturning
				  effects caused by lateral forces specified in this chapter. See Sections
				  1617.4.5 or 1618 for earthquake forces, Section 1609.1.3 for wind forces and
				  Section 1610 for lateral soil loads. See Section 1801.2.1 for foundation design
				  for seismic overturning. (Effective January 1, 2002)
SECTION 1606
DEAD LOADS
* Add Section 1606.3 to read as follows:
1606.3
Distribution or floor loads.
Where
				  uniform floor live loads are involved in the design of structural members
				  arranged so as to create continuity, the minimum applied loads shall be the
				  full dead loads on all spans in combination with the floor live load on
				  adjacent spans and on alternate spans. Live loads may be reduced in accordance
				  with Section 1607.9. (Effective January 1, 2002)
SECTION 1607
LIVE LOADS
TABLE 1607.1
MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS AND MINIMUM
				  CONCENTRATED LIVE LOADS
* Revise Table 1607.1 to read as follows:
Item 6. Decks: add "Not less than 60 psf".
Item 27. Residential: add "Corridors 80 psf" and "Balconies
				  60 psf". (Effective January 1, 2002)
* Revise Section 1607.11.1 to read as follows:
1607.11.1
Distribution of roof loads.
Where
				  uniform roof live loads are involved in the design of structural members
				  arranged so as to create continuity, the minimum applied loads shall be the
				  dead loads on all spans in combination with live loads on adjacent spans and on
				  alternate spans. See Section 1608.5 for partial snow loading. Roof live loads
				  may be reduced in accordance with Section 1606.11.2. (Effective January 1,
				  2002)
* Revise Section 1607.13 to read as follows:
1607.13
Interior walls and partitions.
Interior
				  walls and partitions that exceed 6 feet (1829 mm) in height, including their
				  finish materials, shall resist the loads to which they are subjected but not
				  less than a horizontal load of 5 pounds per square foot (0.240 kN/ m2).
				  (Effective January 1, 2002)
SECTION 1609
WIND LOADS
* Revise Section 1609.1.3 second sentence to read as
				  follows:
1609.1.3
Anchorage against overturning, uplift and
				  sliding.
Where a portion of the resistance to these forces is provided
				  by dead load, including the weight of soils and foundations, the dead load
				  shall be taken as the minimum dead load likely to be in place during a design
				  wind event. (Effective January 1, 2002)
* Revise Section 1609.2 to add a new item number 8 to read as
				  follows:
1609.2
Definitions.
BUILDING, SIMPLE DIAPHRAGM.
8. Wind loads are transmitted through a vertically spanning
				  wall system, separate from the main wind force-resisting system, to the floor
				  and roof diaphragms. (Effective January 1, 2002)
SECTION 1620
EARTHQUAKE LOADS-DESIGN, DETAILING REQUIREMENTS AND
				  STRUCTURAL COMPONENTS LOAD EFFECTS
* Revise Section 1620.1.6 to read as follows:
1620.1.6
Collector elements. Exception:
In
				  structures or portions thereof braced entirely by light frame shear walls,
				  collector elements, splices and connections to resisting elements need to be
				  designed to resist forces in accordance with load combinations of Sections
				  1605.2 or 1605.3. (Effective January 1, 2002)
CHAPTER 17
STRUCTURAL TEST AND SPECIAL INSPECTIONS
SECTION 1701
GENERAL
* Revise Section 1701.1 to read as follows:
1701.1
Scope.
The provisions of this chapter
				  shall ensure the quality, workmanship and requirements for materials covered.
				  Materials of construction and tests shall conform to the applicable standards
				  listed in this code. (Effective January 1, 2002)
* Revise Section 1701.2 to read as follows:
1701.2
New Materials.
New building materials,
				  equipment, systems or methods of construction not provided for in this code,
				  and any material of questioned suitability proposed for use in the construction
				  of a building or structure, shall be subjected to the tests prescribed in this
				  chapter and in the approved rules to determine character, quality and
				  limitations of use by the Authority Having Jurisdiction. (Effective January 1,
				  2002)
SECTION 1702
DEFINITIONS
* Revise Section 1702 definitions to read as follows:
1702.1
General.
APPROVED AGENCY.
An established and recognized
				  agency regularly engaged in conducting tests or furnishing inspection services,
				  when such agency has been approved by the Authority Having Jurisdiction.
				  (Effective January 1, 2002)
CERTIFICATE OF COMPLIANCE.
A certificate stating
				  that materials and products meet specified standards or that work was done in
				  compliance with approved construction documents by the supplier of the
				  products. (Effective January 1, 2002)
SECTION 1703
APPROVALS
* Revise Section 1703.1.3 to read as follows:
1703.1.3
Personal.
An approved agency shall
				  employ experienced personnel educated in conducting, supervising and evaluating
				  tests and/or inspections specifically for materials. (Effective January 1,
				  2002)
* Revise Section 1703.2 to read as follows:
1703.2
Written approval.
Any material,
				  equipment, system or method of construction meeting the requirements of this
				  code and requiring inspection and tests per this code, shall be approved in
				  writing after satisfactory completion of the required test and submission of
				  required test reports. (Effective January 1, 2002)
* Revise Section 1703.3 to read as follows:
1703.3
Approved record.
For any material,
				  equipment, system or method of construction that has been approved, a record of
				  such approval, including the conditions and limitations of the approval, shall
				  be kept on file in the building official's office and shall be open to public
				  inspection at appropriate times. (Effective January 1, 2002)
* Revise Section 1703.7 title name to read as follows:
1703.7
Evaluation and follow-up inspection services of
				  "fabricated assemblies".
Remainder of section to remain unchanged. (Effective January
				  1, 2002)
SECTION 1704
SPECIAL INSPECTIONS
Click
				  here to view
* Revise Section 1704.3.3 to read as follows:
1704.3.3
High-strength bolts.
Installation of
				  high-strength bolts shall be periodically inspected in accordance with RCSC
				  specifications. (Effective January 1, 2002)
* Revise Section 1704.3.3.1 to read as follows:
1704.3.3.1
General.
Alternative-design
				  fastener inspection shall be in accordance with instructions provided by the
				  manufacturer and approved by the building official. (Effective January 1, 2002)
* Revise Section 1704.3.3.2 to read as follows:
1704.3.3.2
Periodic monitoring.
Monitoring of
				  bolt installation for pre-tensioning is permitted to be performed on a periodic
				  basis when using the turn-of-nut method with match marking techniques, the
				  direct tension indicator method, or the twist-off bolt method. Joints designed
				  as snug tight need to be inspected only on a periodic basis. (Effective January
				  1, 2002)
* Revise Section 1704.8 to add a new sentence at the end that
				  reads as follows:
1704.8
Pile foundations.
"See Section 1807 of
				  this code." (Effective January 1, 2002)
SECTION 1705
QUALITY ASSURANCE FOR SEISMIC RESISTANCE
* Revise Section 1705.1 to read as follows:
1705.1
Scope.
Add at the end of item number 2:
				  "See Sections 1613 and 1621 of this code." (Effective January 1, 2002)
* Revise Section 1705.2 first sentence to read as
				  follows:
1705.2
Quality assurance plan preparation.
The
				  design of each designated seismic system shall include a quality assurance
				  plan, prepared by a registered design professional in responsible charge.
				  (Effective January 1, 2002)
SECTION 1706
QUALITY ASSURANCE FOR WIND REQUIREMENTS
* Revise Section 1706.2 first sentence to read as
				  follows:
1706.2
Quality assurance plan preparation.
The
				  design of each main wind-force-resisting system and each wind-resisting
				  component shall include a quality assurance plan prepared by a registered
				  design professional in responsible charge. (Effective January 1, 2002)
CHAPTER 18
SOILS AND FOUNDATION
SECTION 1802
FOUNDATIONS AND SOILS INVESTIGATIONS
* Revise Section 1802.2 to read as follows:
1802.2
Where required.
Delete exception without
				  substitution. (Effective January 1, 2002)
SECTION 1803
EXCAVATION, GRADING AND FILL
* Revise Section 1803.2 to read as follows:
1803.2
Placement of backfill.
Revise the second
				  paragraph to read as follows: The backfill shall be placed in lifts not to
				  exceed 12 inches (305 mm) and compacted in a manner that does not damage the
				  foundation, waterproofing, damp proofing material or interior and exterior
				  finishes. (Effective January 1, 2002)
* Add Sections 1803.5, 1803.5.1 and 1803.5.2 to read as
				  follows:
1803.5
Support of adjoining buildings and structures.
				  Notice to adjoining structures.
Notice to the owner of ajoining
				  buildings or structures shall be served in writing by the one causing the
				  excavation to be made at least ten days before an excavation is commenced. The
				  notice shall state the depth and location of the proposed excavation.
				  (Effective January 1, 2002)
1803.5.1
Excavation 10 ft (3048 mm) or less.
When an excavation extends not more than 10 feet (3048 mm) below the
				  extablished curb grade nearest the point of excavation under consideration, the
				  owner of the adjoining structure or building shall be afforded the necessary
				  license to enter the premises where the excavation is to be made, and at his
				  own expense, shall provide the necessary underpinning or protection. (Effective
				  January 1, 2002)
1803.5.2
Excavation greater than 10 ft (3048 mm).
When an excavation extends more than 10 ft (3048 mm) below the
				  established curb grade nearest the point of excavation under consideration, the
				  one causing the excavation to be made, if given the necessary license to enter
				  the adjoining premises, shall provide at his own expense one of the following:
1. Underpinning and protection required by that part of the
				  excavation which extends to a depth greater than 10 ft (3048 mm) below the
				  established curb grade nearest the point of excavation under consideration,
				  whether or not the existing footings or foundation extend to the depth of 10 ft
				  (3048 mm) or more below curb grade, or,
2. Shoring and bracing of the sides of the excavation
				  required to prevent any soil movement into the excavation. If permanent lateral
				  support is provided, the method used must satisfy requirements of the building
				  official. (Effective January 1, 2002)
SECTION 1805
FOOTINGS AND FOUNDATIONS
* Revise Section 1805.2.1 to read as follows:
1805.2.1
Frost protection.
Except where erected
				  on solid rock or otherwise protected from frost, foundation walls, piers and
				  other permanent supports of buildings and structures that either exceed 400
				  square feet (37 m2) in area or 10 feet (3048 mm) in height shall extend below
				  the frost line of the locality, and spread footings of adequate size shall be
				  provided where necessary to properly distribute the load within the allowable
				  load-bearing value of the soil. (Effective January 1, 2002)
* Revise Section 1805.5.6 item number 3.1 to read as
				  follows:
1805.5.6
Pier and curtain wall foundations.
3.1 The unsupported height of the masonry piers shall not exceed 10 times their
				  least dimension for solid masonry piers. (Effective January 1, 2002)
SECTION 1806
DAMPPROOFING AND WATERPROOFING
* Revise Section 1806.1 first sentence of second paragraph to
				  read as follows:
1806.1
Where required.
Ventilation for crawl
				  spaces shall comply with Section 1202.3. (Effective January 1, 2002)
SECTION 1807
PIER AND PILE FOUNDATIONS
* Revise Section 1807.1 to read as follows:
1807.1
Definitions. PIER FOUNDATIONS.
Change
				  the number 12 to the number 10 in the definition for pier foundations.
				  (Effective January 1, 2002)
SECTION 1811
PIER FOUNDATIONS
* Revise Section 1811.2 first sentence to read as
				  follows:
1811.2
Lateral dimensions and height.
The
				  minimum horizontal dimension of isolated piers used as foundations shall be 16
				  inches (406 mm), and the height shall not exceed 10 times the least horizontal
				  dimension. (Effective January 1, 2002)
CHAPTER 19
CONCRETE
SECTION 1901
GENERAL
* Revise Section 1901.1 to read as follows:
1901.1
Scope.
The provisions of this chapter
				  shall govern the materials, design and construction of concrete used in
				  structures. (Effective January 1, 2002)
* Revise Section 1901.4 item number 10 to read as
				  follows:
1901.4
Construction documents.
10. Stressing sequence for post-tensioning tendons for
				  members where the stressing sequence is necessary to properly erect an
				  unconventional structure. (Effective January 1, 2002)
SECTION 1905
CONCRETE QUALITY, MIXING AND PLACING
* Revise Section 1905.6.1 to read as follows:
1905.6.1
Qualified technicians.
Add the words
				  "from an approved agency" after the word "technicians" in two places in this
				  paragraph. (Effective January 1, 2002)
SECTION 1906
FORMWORK, EMBEDDED PIPES AND CONSTRUCTION JOINTS
* Revise Section 1906.4.4 to read as follows:
1906.4.4
Location in slabs, beams and girders.
Construction joints in floors shall be located within the middle third
				  of spans of slabs, beams and girders or as shown on the approved construction
				  documents. Joints in girders shall be offset a minimum distance of two times
				  the width of intersecting beams. (Effective January 1, 2002)
SECTION 1910
SEISMIC DESIGN
				  PROVISIONS
* Revise Section 1910.4.3 to read as follows:
1910.4.3
Anchor bolts in the tops of columns.
Add the words "or pedestals" after the word "columns" in both places in
				  this section. (Effective January 1, 2002)
CHAPTER 21
MASONRY
SECTION 2102
DEFINITIONS AND NOTATIONS
* Revise Section 2102.1 existing definitions to read as
				  follows:
2102.1
General.
COLUMN MASONRY
- add at the end: See Section
				  1805.5.6. (Effective January 1, 2002)
MASONRY
- add at the beginning: A built-up
				  construction or combination of building units or materials of clay, shale,
				  concrete, glass, gypsum, stone or other approved units bonded together with
				  mortar, grout, or other accepted method of joining. Remainder of definition
				  unchanged. (Effective January 1, 2002)
* Revise Section 2102.1 to add the following new
				  definitions:
2102.1
General.
FILLED CELL MASONRY
- That form of solid masonry
				  in which the aligned, unobstructed vertical cells of hollow units are filled
				  with grout. (Effective January 1, 2002)
GROUTED MASONRY
- That form of solid masonry in
				  which the interior vertical spaces are filled with grout, except that cores of
				  solid masonry units and end spaces of stretcher units need not be grouted.
				  (Effective January 1, 2002)
SECTION 2104
CONSTRUCTION
* Revise Section 2104.2 to add a new sentence at the end to
				  read as follows:
2104.2
Corbeled masonry.
Solid masonry units
				  shall be used for corbeling. (Effective January 1, 2002)
SECTION 2109
EMPIRICAL DESIGN OF MASONRY
* Revise Section 2109.6.3.2 second sentence to read as
				  follows:
2109.6.3.2
Bonding with prefabricated joint
				  reinforcement.
The vertical spacing of the joint reinforcing shall not
				  exceed 16 inches (406 mm). (Effective January 1, 2002)
SECTION 2111
MASONRY FIREPLACES
* Revise Section 2111.5 fourth sentence to read as
				  follows:
2111.5
Fireplace walls.
When no lining is
				  provided the total minimum thickness of back and side walls shall be 12 inches
				  (305 mm) of solid masonry. (Effective January 1, 2002)
CHAPTER 22
STEEL
SECTION 2209
BOLTING
* Revise Section 2209.1 to read as follows:
2209.1
General.
The design, installation and
				  inspection of bolts shall be in accordance with the requirements of the
				  specifications listed in Sections 2204, 2205 and RCSC. Special inspections of
				  the installation of high strength bolts shall be provided where required by
				  Section 1704 and RCSC specifications. (Effective January 1, 2002)
CHAPTER 23
WOOD
SECTION 2303
MINIMUM STANDARDS AND QUALITY
* Revise Section 2303.1.1 last sentence of second paragraph
				  to read as follows:
2303.1.1
Lumber.
Approved end-jointed lumber is
				  permitted to be used interchangeably with solid-sawn members of the same
				  species and grade as per manufacturer's specifications. (Effective January 1,
				  2002)
SECTION 2304
GENERAL CONSTRUCTION REQUIREMENTS
* Revise Section 2304.9.2 to read as follows:
2304.9.2
Sheathing fasteners.
Sheathing nails
				  or other approved sheathing connectors shall be driven so that their head or
				  crown is flush with the surface of the sheathing or according to manufacturer's
				  specifications. (Effective January 1, 2002)
SECTION 2308
CONVENTIONAL LIGHT-FRAME CONSTRUCTION
* Revise Section 2308.9.2.1 last sentence to read as
				  follows:
2308.9.2.1
Top Plates.
Change 48 inches (1219
				  mm) to 24 inches (610 mm), and change eight 16d to two 16d. (Effective January
				  1, 2002)
CHAPTER 29
PLUMBING SYSTEMS
SECTION 2902.1
MINIMUM NUMBER OF FIXTURES
* Revise Section 2902.1 second sentence to read as follows:
Section 2902.1. The number of occupants shall be determined
				  by Chapter 10 of this code. (Effective January 1, 2002)
TABLE 2902.1
MINIMUM NUMBER OF PLUMBING FACILITIES
* Revise Table 2902.1 to delete the requirements for "service
				  sinks" without substitution. (Effective January 1, 2002)
CHAPTER 30
ELEVATORS AND CONVEYING SYSTEMS
SECTION 3002
HOISTWAY ENCLOSURES
* Revise Section 3002.6 to read as follows:
3002.6
Prohibited doors.
Doors other than
				  hoistway doors and the elevator car door shall be prohibited at the point of
				  access to an elevator car. (Effective January 1, 2002)
SECTION 3006
MACHINE ROOMS
* Revise Sections 3006.1, 3006.4, and 3006.5 to read as
				  follows:
3006.1
Access.
Add sentence at the end "The
				  means of access shall not be through restrooms, dressing rooms or tenant
				  spaces." (Effective January 1, 2002)
3006.4
Machine rooms and machinery spaces.
Elevator machine rooms and machinery spaces shall be separated from the
				  building with construction having a fire-resistance rating not less than the
				  required rating of the hoistway enclosure served by the machinery. Openings
				  shall be protected with assemblies having a fire-resistance rating not less
				  than 2 hours. (Effective January 1, 2002)
3006.5
Shunt trip.
Add new sentence after
				  second sentence,"If the means is located in the affected elevator machine room,
				  it shall be in a water resistant enclosure". Add new sentence at end of
				  paragraph,"Machine rooms having a two hour fire separation from the building
				  are not required to be sprinklered." (Effective January 1, 2002)
CHAPTER 33
SAFEGUARDS DURING CONSTRUCTION
SECTION 3305
SANITARY
* Revise Section 3305.1 to read as follows:
3305.1
Facilities required.
Sanitary facilities
				  shall be provided during construction, remodeling or demolition activities.
				  (Effective January 1, 2002)
CHAPTER 34
EXISTING STRUCTURES
SECTION 3401
GENERAL
* Revise Section 3401.1 to add the following:
3401.1
Scope.
The State's minimum requirements
				  for existing buildings shall be established by the Life Safety Code. Areas not
				  specifically addressed by the Life Safety Code and which are addressed by the
				  Georgia State Minimum Standard Building Code, the Building Code shall be used
				  as a supplement. (Effective January 1, 2002)
SECTION 3402
ADDITIONS, ALTERATIONS OR REPAIRS
* Revise Section 3402.1 to add the following at the end of
				  the paragraph:
3402.1
Existing building or structures.
The
				  extent to which the existing system shall be made to conform to the
				  requirements of the State Minimum Standard Codes for new construction shall be
				  as follows unless otherwise required by this Section:
1. When the estimated cost of the new work is less than fifty
				  percent (50%) of the replacement cost of the existing system, the new work
				  shall be brought in to conformance with the requirements of the State Minimum
				  Standard Codes for new construction.
2. When the estimated cost of the new work is equal to or
				  greater than fifty percent (50%) of the replacement cost of the existing
				  system, the entire system shall be made to conform to the requirements of the
				  State Minimum Standard Codes for new construction.
3. For essential service facilities Seismic Use Group III
				  type buildings as defined by Section 1616.2.3, when the estimated cost of the
				  new work is equal to or greater than thirty percent (30%) of the replacement
				  cost of the existing system, the entire system shall be made to conform to the
				  requirements of the State Minimum Standard Codes for new construction. Existing
				  exception to remain as written. (Effective January 1, 2002)
* Delete Section 3402.2 and substitute the following:
3402.2
Structural.
Additions or alterations to
				  an existing structure shall not increase the force in any structural element by
				  more than 5 percent nor decrease the force in any structural element by more
				  than 5 percent cumulative since the original construction.
Exception:
The element has the capacity to
				  resist the force in accordance with this code for new structures. Where repairs
				  are made to structural elements of an existing building, and uncovered
				  structural elements are found to be unsound or otherwise structurally
				  deficient, such elements shall be made to conform to the requirements for new
				  structures.
Exception:
Identical like kind element
				  replacement/repair is allowable to restore the system to original
				  integrity.
SECTION 3409
COMPLIANCE ALTERNATIVES
* Delete Section 3409 entirely without substitution.
				  (Effective January 1, 2002)
Click
				  here to view
Click
				  here to view
GEORGIA STATE MINIMUM STANDARD FIRE PREVENTION
				  CODE
(International Fire Code)
The STANDARD FIRE PREVENTION CODE (International Fire Code),
				  2000 Edition, published by the Southern Building Code Congress International,
				  Inc., when used in conjunction with these Georgia Amendments, shall constitute
				  the official
Georgia State Minimum Standard Fire Prevention Code.
Appendices
Appendices are not enforceable unless they are specifically
				  referenced in the body of the code or adopted for enforcement in the ordinance
				  of the authority having jurisdiction.
GEORGIA STATE AMENDMENTS CODE REFERENCE:
(a) Change all references from the ICC Electrical Code to the
				  Georgia State Minimum Standard Electrical Code.
(b) Change all references from the International Energy
				  Conservation Code to the Georgia State Energy Code for Buildings. The Georgia
				  State Energy Code for Buildings shall be used for efficiency and coefficient of
				  ratings of equipment.
SCOPE:
This code establishes regulations affecting or relating to
				  structures, process and premises and safeguards from the hazard of fire and
				  explosion arising from the storage, handling or use of structures, materials or
				  devices; from conditions hazardous to life, property or public welfare in the
				  occupancy of structures or premises from fire hazards in the structure or on
				  the premise from occupancy or operation; and matters related to the
				  construction, extension, repair, alteration or removal of fire suppression and
				  alarm systems.
*
Revise the Standard Fire Prevention Code,
				  (International Fire Code) 2000 Edition, as follows:
CHAPTER 1
ADMINISTRATION
* Delete Chapter 1 without substitution.
Chapter 1 is to remain in the Code as a
reference and
guide for local governments in development of their own Administrative
				  Procedures. (Effective January 1, 2002)
CHAPTER 2
DEFINITIONS
SECTION 201
GENERAL
* Revise Section 201.1 to read as follows:
201.1
Scope.
Unless otherwise expressly
				  stated, the following words and terms shall be established by the Georgia State
				  Minimum Standard Building Code, with the exception of those definitions
				  established by the Rules and Regulations of the Safety Fire Commissioner and
				  with the exception of the definitions of occupancy classifications or
				  sub-classifications. Where any definitions are not specifically addressed by
				  the Georgia State Minimum Standard Building Code but are specifically addressed
				  by the Life Safety Code or the Georgia State Minimum Standard Fire Prevention
				  Code, then the Life Safety Code and the Standard Fire Prevention Code shall be
				  used as supplements. (Effective January 1, 2002)
SECTION 202
GENERAL DEFINITIONS
* Revise Section 202 to add a new definition for OVERCROWDING
				  as follows:
OVERCROWDING.
A condition that exists when
				  either there are more people in a building, structure or portion thereof than
				  have been authorized or posted by the authority having jurisdiction, or when
				  the authority having jurisdiction, or his or her representative, determines
				  that a threat exists to the safety of the occupants due to persons sitting
				  and/or standing in locations so that in the event of an emergency, said persons
				  may obstruct or impede the use of aisles, passages, corridors, stairways, exits
				  or other components of the means of egress. (Effective January 1, 2002)
* Revise Section 202 to add a new definition for TIRES, BULK
				  STORAGE OF as follows:
TIRES, BULK STORAGE OF.
Storage of tires where
				  the area designated for storage exceeds 20,000 cubic feet (566 m3). (Effective
				  January 1, 2002)
CHAPTER 6
BUILDING SERVICES AND SYSTEMS
[M]
SECTION 609
COMMERCIAL KITCHEN HOODS
* Delete Section 609.1 and substitute with the
				  following:
609.1
General.
The State's minimum requirements
				  for commercial kitchen hoods shall be established by the Life Safety Code and
				  NFPA 96. Areas not specifically addressed by the Life Safety Code and NFPA 96
				  and which are addressed by the Georgia State Minimum Standard Mechanical Code
				  (International Mechanical Code), the Standard Mechanical Code shall be used as
				  a supplement. (Effective January 1, 2002)
CHAPTER 7
FIRE-RESISTANCE-RATED CONSTRUCTION
SECTION 701
GENERAL
* Revise Section 701.1 to read as follows:
701.1
Scope.
The requirements for and
				  maintenance of fire-resistance- rated construction and requirements for
				  enclosing floor openings and shafts shall be established by the Life Safety
				  Code. Areas not specifically addressed by the Life Safety Code and which are
				  addressed by the Georgia State Minimum Standard Building Code, the Standard
				  Building Code shall be used as a supplement. New construction shall comply with
				  the Life Safety Code for establishing protection for vertical openings. Areas
				  not specifically addressed by the Life Safety Code and which are addressed by
				  the Georgia State Minimum Standard Building Code, the Standard Building Code
				  shall be used as a supplement. (Effective January 1, 2002)
CHAPTER 8
INTERIOR FINISH, DECORATIVE MATERIALS AND
				  FURNISHINGS
SECTION 801
GENERAL
* Add a new Section 801.2 to read as follows:
801.2
Scope.
The State's minimum requirements
				  for interior finishes shall be established by the Life Safety Code. Areas not
				  specifically addressed by the Life Safety Code and which are addressed by the
				  Georgia State Minimum Standard Building Code, the Standard Building Code shall
				  be used as a supplement. (Effective January 1, 2002)
CHAPTER 9
FIRE PROTECTION SYSTEMS
SECTION 903
AUTOMATIC SPRINKLER SYSTEMS
* Delete Section 903.1 in its entirely and substitute to read
				  as follows:
903.1
General.
The State's minimum requirements
				  for fire sprinkler systems shall be established by the Life Safety Code. Areas
				  not specifically addressed by the Life Safety Code and which are addressed by
				  the Georgia State Minimum Standard Building Code, the Standard Building Code
				  shall be used as a supplement. (Effective January 1, 2002)
Exception:
Fire sprinkler systems required by
				  minimum construction requirements for height and area shall be established by
				  the Standard Building Code. (Effective January 1, 2002)
SECTION 904
ALTERNATIVE AUTOMATIC FIRE-EXTINQUISHING
				  SYSTEMS
* Delete Section 904.11 and substitute with the
				  following:
904.11
Commercial cooking systems.
The State's
				  minimum requirements for commercial cooking systems shall be established by the
				  Life Safety Code and NFPA 96. Areas not specifically addressed by the Life
				  Safety Code and NFPA 96 and which are addressed by the Georgia State Minimum
				  Standard Mechanical Code, the Standard Mechanical Code shall be used as a
				  supplement. (Effective January 1, 2002)
SECTION 905
STANDPIPE SYSTEMS
* Delete Section 905.1 in its entirety and substitute with
				  the following:
905.1
General.
The State's minimum requirements
				  for standpipes shall be established by the Georgia State Minimum Standard
				  Building Code. Areas not specifically addressed by the Standard Building Code
				  and which are addressed by the Life Safety Code or the Georgia State Minimum
				  Standard Fire Prevention Code, the Life Safety Code and the Standard Fire
				  Prevention Code shall be used as supplements. The requirements for occupant
				  hoses have been eliminated in new and existing buildings subject to approval by
				  the authority having jusidiction. (Effective January 1, 2002)
SECTION 906
PORTABLE FIRE EXTINGUISHERS
* Delete Section 906.2 and substitute with the
				  following:
906.2
General Requirements.
The State's minimum
				  requirements for portable fire extinguishers shall be established by the Life
				  Safety Code. Areas not specifically addressed by the Life Safety Code and which
				  are addressed by the Georgia State Minimum Standard Building Code or the
				  Georgia State Minimum Standard Fire Prevention Code, the Standard Building Code
				  and the Standard Fire Prevention Code shall be used as supplements. (Effective
				  January 1, 2002)
SECTION 907
FIRE ALARM AND DETECTION SYSTEMS
* Delete Section 907.1 and substitute with the
				  following:
907.1
General.
The State's minimum requirements
				  for fire alarms shall be established by the Life Safety Code. Areas not
				  specifically addressed by the Life Safety Code and which are addressed by the
				  Georgia State Minimum Standard Building Code and the Georgia State Minimum
				  Standard Fire Prevention Code, the Standard Building Code and the Standard Fire
				  Prevention Code shall be used as supplements.
The State's minimum requirements for smoke detectors shall be
				  established by the Life Safety Code except where they are specifically
				  addressed by O.C.G.A. Title 25, Chapter 2. Areas not specifically addressed by
				  the Life Safety Code or O.C.G.A. Title 25, Chapter 2 and which are addressed by
				  the Georgia State Minimum Standard Building Code or the Georgia State Minimum
				  Standard Fire Prevention Code, the Standard Building Code and the Standard Fire
				  Prevention Code shall be used as supplements. (Effective January 1,
				  2002)
CHAPTER 10
MEANS OF EGRESS
SECTION 1001
GENERAL
* Delete Section 1001.1 and substitute with the
				  following:
1001.1
Scope.
The State's minimum requirements
				  for means of egress and all components thereof shall be established by the Life
				  Safety Code. Areas not specifically addressed by the Life Safety Code and which
				  are addressed by the Georgia State Minimum Standard Building Code, the Standard
				  Building Code shall be used as a supplement. Requirements of the Life Safety
				  Code for smokeproof enclosures for exits from high rise buildings shall be
				  maintained.
EXCEPTION:
The State's minimum construction
				  requirements for smokeproof enclosures shall be established by the Georgia
				  State Minimum Standard Building Code. (Effective January 1, 2002)
CHAPTER 11
AVIATION FACILITIES
SECTION 1103
GENERAL PRECAUTIONS
* Delete Section 1103.5 and substitute with the
				  following:
1103.5
Dispensing of flammable and combustible
				  liquids.
No dispensinng, transfer or storage of flammable or combustible
				  liquids shall be permitted inside any building or structure.
EXCEPTIONS:
1. As provided in Chapter 34 - Flammable and Combustible
				  Liquids.
2. When the procedures used follow the guidelines and
				  requirements set forth in NFPA 410 - Standard on Aircraft Maintenance.
				  (Effective January 1, 2002)
SECTION 1104
AIRCRAFT MAINTENANCE
* Delete Section 1104.1 and substitute with the
				  following:
1104.1
Transferring flammable and combustible liquids.
No dispensing, transfer or storage of flammable or combustible liquids
				  shall be permitted inside any building or structure.
EXCEPTION:
Aircraft fuel systems maintenance conducted in accordance
				  with NFPA 410 - Standard on Aircraft Maintenance. (Effective January 1,
				  2002)
SECTION 1107
HELISTOPS AND HELIPORTS
* Delete Section 1107.1 and substitute with the
				  following:
1107.1
General.
Helistops and heliports shall
				  be maintained in accordance with Section 1107. Helistops and heliports on
				  buildings or structures shall be constructed in accordance with the Georgia
				  State Minimum Standard Building Code and the requirements as set forth in NFPA
				  418 - Standard for Heliports. (Effective January 1, 2002)
CHAPTER 22
SERVICE STATIONS AND REPAIR GARAGES
* Delete Sections 2204.3 through 2204.3.7 and substitute with
				  the following:
2204.3
Unattended self-service stations.
Unattended self-service stations shall comply with Chapter 120-3-11 of the
				  Rules and Regulations of Georgia's Safety Fire Commissioner. (Effective January
				  1, 2002)
CHAPTER 27
HAZARDOUS MATERIALS - GENERAL PROVISIONS
SECTION 2701
GENERAL
* Delete Section 2701.1 and substitute with the
				  following:
2701.1
Scope.
The State's minimum requirements
				  for the storage, handling, use and transportation of hazardous materials such
				  as but not limited to flammable and combustible liquids, flammable gases,
				  compressed gases, explosives, blasting agents, oxidizers, toxic gases,
				  fireworks and cryogenic materials shall be established by the Rules and
				  Regulations of the Safety Fire Commissioner. Areas not specifically addressed
				  by the Rules and Regulations of the Safety Fire Commissioner but which are
				  addressed by the Georgia State Minimum Standard Fire Prevention Code, the
				  Standard Fire Prevention Code shall be used as a supplement. (Effective January
				  1, 2002)
CHAPTER 34
FLAMMABLE AND COMBUSTIBLE LIQUIDS
SECTION 3404
STORAGE
* Revise Section 3404.2.9.5.1 to add the following to the end
				  of the paragraph:
3404.2.9.5.1
Locations where above-ground tanks are
				  prohibited.
and as established by Chapter 120-3-11 of the Rules and
				  Regulations of the Safety Fire Commissioner. (Effective January 1, 2002)
SECTION 3406
SPECIAL OPERATIONS
* Revise Section 3406.4 to add the following to the end of
				  the paragraph:
3406.4
Bulk plants or terminals.
and as
				  established in Chapter 120-3-11 of the Rules and Regulations of the Safety Fire
				  Commissioner. (Effective January 1, 2002)
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				  here to view
GEORGIA STATE MINIMUM STANDARD PLUMBING CODE
				  (INTERNATIONAL PLUMBING CODE)
The STANDARD PLUMBING CODE (International Plumbing Code),
				  2000 Edition, published by the Southern Building Code Congress International,
				  Inc., when used in conjunction with these Georgia Amendments, shall constitute
				  the official
Georgia State Minimum Standard Plumbing
				  Code.
THESE AMENDMENTS ARE TO BE USED IN ADDITION TO THOSE
				  AMENDMENTS ADOPTED EFFECTIVE JANUARY 1, 2001. WHEN USED TOGETHER, THEY
				  CONSTITUTE THE OFFICIAL GEORGIA STATE MINIMUM STANDARD PLUMBING CODE.
Appendices
Appendices are not enforceable unless they are specifically
				  referenced in the body of the code or adopted for enforement in the ordinance
				  of the authority having jurisdiction.
GEORGIA STATE AMENDMENTS
CODE REFERENCES:
(a) Change all references from the ICC Electrical Code to the
				  Georgia State Minimum Standard National Electrical Code respectively.
(b) Change all references from the International Energy
				  Conservation Code to the Georgia State Energy Code for Buildings. The Georgia
				  State Energy Code for Buildings shall be used for efficiency and coefficient of
				  ratings of plumbing equipment.
Scope
The provisions of the Georgia State Minimum Standard Plumbing
				  Code shall apply to the erection, installation, alteration, replacement,
				  repairs, relocation, addition to, use or maintenance of plumbing systems within
				  the State of Georgia. The installation of fuel gas distribution piping and
				  equipment, fuel gas-fired waterheaters, and waterheating venting systems shall
				  be regulated by the
National Fuel Gas Code.
REQUIREMENTS FOR BOILER/WATER HEATERS AND PRESSURE
				  VESSELS
(a) The State's minimum requirements for Boiler/Water Heaters
				  and Pressure Vessels, over 200,000 BTU (58.56kW), 210 degrees Fahrenheit, or
				  120 gallons capacity, shall be established by O.C.G.A. Title 34, Chapter 11,
				  and the Rules and Regulations of the Georgia Department of Labor. (Effective
				  January 1, 2002)
*
Revise the Standard Plumbing Code (International
				  Plumbing Code), 2000 Edition, as follows:
CHAPTER 1
ADMINISTRATION
* Delete Chapter 1 without substitution. Chapter 1 to remain
				  in the Code as a
reference and
guide for local governments in
				  development of their own
Administrative Procedures
. (Effective
				  January 1, 2002)
CHAPTER 3
GENERAL REGULATIONS
SECTION 305
PROTECTION OF PIPES AND PLUMBING SYSTEM
COMPONENTS
* Revise Section 305.6.1 to read as follows:
305.6.1
Sewer depth.
Building sewers shall be a
				  minimum of 6 inches (152.4 mm) below grade. (Effective January 1, 2002)
CHAPTER 5
WATER HEATERS
SECTION 502
INSTALLATION
* Revise Section 502.5, the second sentence to read as
				  follows:
502.5
Water heaters installed in attics.
The
				  passageway shall not be less than 30 inches (762 mm) high and 22 inches (559
				  mm) wide to the water heater. (Remainder of section left unchanged). (Effective
				  January 1, 2002)
SECTION 504
SAFETY DEVICES
* Delete Section 504.6.1 and substitute the following:
504.6.1
Discharge.
The relief valve shall
				  discharge full size to a safe place of disposal such as a concrete floor,
				  outside the building, an indirect waste receptor, or other approved location.
				  The discharge shall terminate in a manner that does not cause injury to
				  occupants in the immediate area or structural damage to the building. The
				  discharge pipe shall not be trapped. When the relief valve discharge piping
				  goes upward a thermal expansion control device shall be installed on the cold
				  water distribution or service pipe in accordance with Section 607.3.2 (GA.
				  Amendments). Provisions shall be made at the low point to drain the trapped
				  portion of the discharge pipe. (Effective January 1, 2002)
* Delete Section 504.7 and substitute the following:
504.7
Required pan.
Water heaters or water
				  storage tanks installed in attics, above ceilings, or similar remote locations
				  where tank leakage will cause damage shall be installed in a galvanized steel
				  pan having a minimum thickness of 24 gauge, or other pans approved for such
				  use. (Effective January 1, 2002)
CHAPTER 6
WATER SUPPLY AND DISTRIBUTION
SECTION 605
MATERIALS, JOINTS, AND CONNECTIONS
* Add exception to item #4 that reads as follows:
605.9
Prohibited joints and connections.
#4. Saddle-type fittings.
EXCEPTION:
Saddle-type fittings can be used to
				  connect refrigerator ice makers to an existing residential unit water
				  distribution system provided the manufacturers installation instructions for
				  the distribution piping does not prohibit the use of saddle fittings. Saddle
				  fittings can be used to install thermal expansion tanks to an existing
				  residential unit water distribution system if approved by the manufacturer of
				  the tank. (Effective January 1, 2002)
SECTION 608
PROTECTION OF POTABLE WATER SUPPLY
* Revise Section 608.16.5 to read as follows:
608.16.5
Connections to lawn irrigation systems.
The potable water supply to lawn irrigation systems shall be protected
				  against backflow by an atmospheric type vacuum breaker, a pressure type vacuum
				  breaker, a double check backflow prevention assembly or a reduced pressure
				  principle backflow preventer. A valve shall not be installed downstream from an
				  atmospheric vacuum breaker. Where interconnected chemical dispensers are used
				  in conjunction with lawn irrigation systems, the potable water supply shall be
				  protected against backflow by a reduced pressure principle backflow preventer.
				  (Effective January 1, 2002)
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				  here to view
GEORGIA STATE MINIMUM STANDARD GAS CODE
(International Fuel Gas Code)
SECTION 306
ACCESS AND SERVICE SPACE
* Revise the first sentence of Section 306.3 to read as
				  follows:
306.3
Appliances in attics.
Attics containing
				  appliances requiring access shall be provided with an opening and a clear and
				  unobstructed passageway large enough to allow the removal of the largest
				  appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm)
				  wide to the appliance. (Effective January 1, 2002)
O.C.G.A. Sec.
				  8-2-20
et
				  seq.