Cal. Civ. Code § 110-11-1-.11

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 24FUEL 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 4SPECIAL 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 1910SEISMIC 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)