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
The Board of Community Affairs hereby adopts the following code editions and amendments as the Georgia State Minimum Standard Codes for Construction:
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.
(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
* 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:
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.
M6.01REPORT
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)
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)
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
* 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)
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)
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)
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. 8-2-20et seq.
