510-RICR-00-00-1
510-RICR-00-00-1. RISBC-1 Rhode Island Building Code (version Amendment, 07/01/2004 to 01/01/2006)
RHODE ISLAND
STATE BUILDING CODE
Regulation SBC-1-2004
July 1, 2004
Replaces SBC-1-1998
Dated April 1, 1998
STATE OF RHODE ISLAND AND PROVIDENCE PLANTATIONS
Department of Administration
BUILDING CODE STANDARDS COMMITTEE
One Capitol Hill
Providence, Rhode Island 02908-5859
(401) 222-3033
FAX NO (401) 222-2599
8th EDITION
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Rhode Island State Building Code
Regulation SBC-1-2004
July 1, 2004
The Building Code Standards Committee, in accordance with the rule making authority of
Title 23, Chapter 23-27.3, Section 109.1, paragraphs a through c inclusive, has formally
adopted and promulgated as the Rhode Island State Building Code, the provisions of the
International Building Code, 2003 edition, as published by the International Code Council,
Inc. (I.C.C.), together with amendments thereto hereinafter set forth to the articles and
sections of this code:
The provisions of Title 23, Chapter 27.3 of the General Laws of Rhode Island establishing
administration and enforcement are hereby incorporated by reference. Regulatory
Administration Chapter 1 immediately follows and is supplemental to the General Laws.
Editorial Note: Code users please note:
When purchasing or using the IBC 2003 code, please take note of the particular printing
edition. Errata to that printing edition is available on-line directly at no charge at
www.iccsafe.org/cs/codes/errata.html or call the office of the State Building Code
Commissioner at 401-222-3033 for further information.
Printed copies of the administrative and enforcement provisions of Title 23, Chapter 27.3 are
available at the Office of the State Building Code Commission or on-line at
www.rilim.state.ri.us/statutes/title23/23_27.3/index.htm.
The International Building Code, 2003 Edition, is protected by the copyright that has been
issued to the ICC. As a result, the State Building Code is not available in complete form to the
public in an electronic format. The International Building Code 2003 edition that is referred to
within is contained in a printed volume and is also in an electronic format that have been
published by the ICC under an exclusive license.
The Office of the State Building Code Commissioner has purchased volumes of these codes and
they shall be distributed to Rhode Island cities and towns during the month of June 2004 so that
local officials will have access to the code prior to the implementation of these rules on July 1,
2004.
In order to assure public access to this code the Office of the State Building Code Commissioner
shall provide a copy of this code to the Rhode Island State Library, which is located on the
second floor of the State House. In addition, all codes may be viewed during business hours at
the Department of Administration’s Library which is located on the ground floor of the William
E. Powers Building, One Capitol Hill, Providence.
The Legislative Regulation Committee approved adoption of this code on April 21, 2004.
By:
Daniel R. DeDentro
Executive Secretary
Rhode Island Building Code Standards Committee
May 19, 2004
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STATE OF RHODE ISLAND As of 12/2/03
BUILDING CODE STANDARDS COMMITTEE
CHAIRMAN
VICE CHAIRMAN
James Carlson, RA
Robert E. DeBlois, Jr.
Public Member
Builder
EXECUTIVE COMMITTEE
William Howe
Fire Official
Dana Newbrook, RA
Architect
John Maloney
Building Official
Russell Brown
Frank Montanaro
Building Official
State Representative
G. Thomas Chabot
John Pagliaro
Electrical Contractor
Building Official
Randall Collins, Jr., RLA
David F. Palmisciano
Landscape Architect
Building Trades Council
Bruce L. Davey, PE
Gordon W. Preiss, PE
Structural Engineer
Mechanical Engineer
Paul DePace, PE
Marie Stoeckel
Representative for the Disabled
Public Health Official
Allen P. Durand
Stephen C. Turner, PE
Builders Trades Council
Public Member
Stephen Durkee, RA
J. Robert Wahlberg
Architect
Builder
Donald Gagnon
Thomas Coffey
Minimum Housing Inspector
Legal Counsel
John D. Gaskell, PE
Daniel R. DeDentro, RA
Electrical Engineer
State Building Commissioner
Executive Secretary
Vacant
Master Plumber
Vacant
State Senator
Marc Lowenstein, RA
Representative for the Disabled
Vacant – Electrical Inspector
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STATE BUILDING CODE REGULATIONS – 2004
The following list includes all regulations promulgated by the State Building Code
Standards Committee. All regulations are available for a fee at the State Building
Commission.
1.
Building Code…………………………………………
SBC-1-2004
2.
One and Two Dwelling Family
Dwelling Code………………………………………...
SBC-2-2004
3.
Plumbing Code………………………………………..
SBC-3-2004
4.
Mechanical Code……………………………………...
SBC-4-2004
5.
Electrical Code………………………………………..
SBC-5-2002
6.
Reserved
7.
Reserved ………….…………………………………..
8. State Energy Code…………………………………….
SBC-8-2004
9. Enforcement and Implementation
Procedures for Projects Under
the Jurisdiction of the State
of Rhode Island……………………………………….
SBC-9
10. Code Interpretations…………………………………..
SBC-10
11. Certification of Building Officials,
Building, Electrical, Plumbing and
Mechanical Inspectors………………………………..
SBC-11-2002
12. New Materials and Methods
of Construction……………………………………….
SBC-12
13. State Building Code
For Existing Schools………………………………….
SBC-13
14. Reserved
15. Reserved
16. Reserved
17. Public Buildings Accessibility
Meeting Standards…………………………………….
SBC-17
18. Native Lumber………………………………………...
SBC-18
19. Fuel Gas Code…………………………………………
SBC-19-2004
7/1/04
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1
CHAPTER 1
ADMINISTRATION
Delete IBC 101.1 Title, 101.2 Scope and 101.2.1 Appendices and substitute the
following:
101.1 Title – This regulation shall be known as SBC-1-2004, the Rhode Island State
Building Code, hereinafter referred to as “this code”.
101.2 Scope. The provisions of this 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 buildings or structures.
Exceptions:
1.
Detached one-and two-family dwellings and multiple single-family
dwellings (town houses) not more than three stories above grade plane in
height with a separate means of egress and their accessory structures shall
comply with the SBC-2-2004 The Rhode Island One and Two Family
Dwelling Code.
2.
Existing buildings undergoing repair, alterations or additions and changes
of occupancy shall comply with the provisions of this code or the State
Rehabilitation Code SRC-1-2002 (see RIGL 23-27.3-106.0).
101.2.1 Appendices – Delete appendices A, B, D, and J.
Appendices C, E, F, G, H, I apply.
Delete IBC 101.4 Referenced Codes in its entirety and substitute the following:
101.4. Referenced Codes. The other codes listed in Sections 101.4.1 through 101.4.7
and referenced elsewhere in this code shall be considered part of the
requirements of this code to the prescribed extent of each such reference.
101.4.1 Electrical. The provisions of Rhode Island Electrical Code SBC-5-2004 shall
apply wherever referenced in this code as the ICC Electrical Code, and shall
apply to the installation of electrical systems, including alterations, repairs,
replacement, equipment, appliances, fixtures, fittings and appurtenances thereto.
101.4.2 Gas. The provisions of the Rhode Island Fuel Gas Code SBC-19-2004 shall
apply wherever referenced in this code as the International Fuel Gas Code,
and shall apply to the installation of gas piping from the point of delivery, gas
appliances and related accessories as covered in this code. These requirements
apply to gas piping systems extending from the point of delivery to the inlet
2
connections of appliances and the installation and operation of residential and
commercial gas appliances and related accessories.
101.4.3 Mechanical. The provisions of the Rhode Island Mechanical Code SBC-4-2004
shall apply wherever referenced in this code as the International Mechanical
Code and shall apply to the installation, alterations, repairs and replacement of
mechanical systems, including equipment, appliances, fixtures, fittings and/or
appurtenances, including ventilating, heating, cooling, air-conditioning and
refrigeration systems, incinerators and other energy-related systems.
101.4.4 Plumbing. The provisions of Rhode Island Plumbing Code SBC-3-2004 shall
apply wherever referenced in this code as the International Plumbing Code, and
shall apply to the installation, alteration, repair and replacement of plumbing
systems, including equipment, appliances, fixtures, fittings and appurtenances,
and where connected to a water or sewage system and all aspects of a medical
gas system.
101.4.5 Property Maintenance. Refer to state or local codes.
101.4.6 Fire Prevention Code. The provisions of the International Fire Code 2003
edition shall apply when this code directly references a section or requirement.
These cross-references are not intended to impose any enforcement requirements
on state or local fire officials, and any conflicts with the State Fire Safety Codes
shall be resolved in favor of the more strict standard, and that standard shall be
enforced by the appropriate designated authority having jurisdiction.
101.4.7 Energy. The provisions of the Rhode Island Energy Code SBC-8-2004 shall
apply wherever referenced in this code as International Energy Conservation
Code, and shall apply to all matters governing the design and construction of
buildings for energy efficiency.
Any and all such references to the various International Code Council family of
codes shall be substituted for the appropriate state code as indicated above.
Delete sections 103, 104.1 to 104.8, 105.3, 105.3.1, 105.3.2, 105.5, 106.3.1, 106.3.2,
106.3.4, 106.3.4.1, 106.3.4.2, 106.5, 107.1, 107.2, 110.4, 112.1, 112.2, 112.3, 113.1,
113.2, 113.3, 114.1, 114.2, 114.3, 115.1, 115.2, 115.3, 115.4, 115.5.
All other Administrative provisions shall remain in effect. To the extent that there is an
apparent conflict between the provisions of these administrative sections and RIGL 23-
27.3 101.0 et al, the provisions of state law shall prevail. Where other provisions of this
code refer to provisions of Chapter 1 Administration, Chapter I Administration, or RIGL
23-27.3-101.0 et al shall apply as appropriate.
3
CHAPTER 2
DEFINITIONS
Delete IBC definition “Approved” and substitute the following:
APPROVED: Acceptable to the Building Official or to the Committee.
Delete IBC definition “Building Official” and substitute the following:
BUILDING OFFICIAL. The Building Official or other designated authority charged
with the administration and enforcement of this code, or a duly authorized representative.
Said authorities and representatives may include the plumbing, mechanical and electrical
inspectors. All officials and designated authorities shall be certified in accordance with
this code.
Add the following definitions:
COMMISSIONER. The State Building Code Commissioner, the Building Official
responsible to enforce this code in accordance with the provisions of section 23-27.3-
108.2 of this code.
COMMITTEE. The Rhode Island Building Code Standards Committee
NIGHTCLUB. An assembly occupancy in which people congregate in high densities
for social entertainment such as drinking and dancing and characterized by some or all of
the following unique characteristics:
1.
Low lighting levels
2.
Entertainment by a live band or recorded music generating above-normal
sounds
3.
Later-than average operating hours
4.
Tables and seating (if any) arranged or positioned so as to create ill-
definable aisles
5.
Flexible fuel loading
6.
A specific area designated for dancing
7.
Service facilities for alcoholic beverages and food
8.
Potential for consumption of legal or illegal drug use contributing to
delayed reaction time to emergency events
9.
High occupant load density
10.
Movable furnishings
The Building Official shall have the authority to determine whether a proposed use is
deemed a nightclub or a restaurant (see also section 903.2.1.2).
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5
CHAPTER 3
USE AND OCCUPANCY CLASSIFICATION
Delete IBC section 305.2 Day Care and substitute the following:
305.2 Day Care. The use of a building or structure, or portion thereof, for educational,
supervision or personal care services for more than eight children older than 2-1/2
years of age, shall be classified as a Group E occupancy.
Delete IBC sections 308.2 Group I-1 and substitute the following:
308.2 Group I-1. This occupancy shall include buildings, structures, or parts thereof
housing more than sixteen persons, on a 24-hours basis, who because of age,
mental disability or other reasons, live in a supervised residential environment that
provides personal care services. The occupants are capable of responding to an
emergency situation without physical assistance from staff. This group shall
include, but not be limited to, the following:
Residential board and care facilities
Assisted living facilities
Halfway houses
Group homes
Congregate care facilities
Social rehabilitation facilities
Alcohol and drug centers
Convalescent facilities
A facility such as the above with eight or fewer persons shall comply with the
International Residential Code in accordance with Section 101.2. A facility such
as above, housing at least nine and not more than 16 persons, shall be classified as
Group R-4.
Delete IBC section 308.3 Group I-2 and substitute the following:
308.3 Group I-2. This occupancy shall include buildings and structures used for
medical, surgical, psychiatric, nursing or custodial care on a 24-hour basis of
more than eight persons who are not capable of self-preservation. This group shall
include, but not be limited to, the following:
Hospitals
Nursing homes (both intermediate-care facilities and skilled nursing facilities)
Mental hospitals
Detoxification facilities
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A facility such as the above with six to eight persons shall be classified as a Use
Group R-4.
A facility such as the above with five or fewer persons shall comply with the
International Residential Code in accordance with Section 101.2.
Delete IBC 308.3.1 Child Care Facility and substitute the following.
308.3.1 Child Care Facility. A child care facility that provides care on a 24-hour basis
to more than eight children 2-1/2 years of age or less shall be classified as Group
I-2.
Delete IBC 308.5 I-4 Day Care Facilities and substitute the following:
308.5 Group I-4, Day Care Facilities. This group shall include buildings and
structures occupied by persons of any age who receive custodial care for less than
24 hours by individuals other than parents or guardians, relatives by blood
marriage or adoption, and in a place other than the home of the person cared for.
A facility such as the above with eight or fewer persons shall be classified as a
Group R-3 or shall comply with International Residential Code in accordance
with Section 101.2. Places of worship during religious functions are not included.
Delete IBC 308.5.2 Child Care Facility and substitute the following:
308.5.2 Child Day Care Facility
A facility that provides supervision and personal care on less than a 24-hour basis
for more than eight children 2-1/2 years of age or less shall be classified as Group
I-4.
Exception: A child day care facility that provides care for more than eight but no
more than 100 children 2-1/2 years or less of age, when the rooms where such
children are cared for are located on the level of exit discharge and each of these
child care rooms has an exit door directly to the exterior, shall be classified as
Group E.
Delete IBC 310.1 Residential Group R-3 and R-4 and substitute the following:
R-3 Residential occupancies where the occupants are primarily permanent in
nature and not classified as R-1, R-2, R-4 or I and where buildings do not contain
more than two dwelling units as applicable in Section 101.2, or adult and child
care facilities that provide accommodations for eight or fewer persons of any age
for less than 24 hours. Adult and child care facilities that are within a single-
family home are permitted to comply with the International Residential Code in
accordance with Section 101.2.
7
R-4 Residential occupancies shall include buildings arranged for occupancy as
residential care/assisted living facilities including more than eight but not more
than 16 occupants, excluding staff.
Group R-4 occupancies shall meet the requirements for construction as defined
for Group R-3 except as otherwise provided for in this code or shall comply with
the International Residential Code in accordance with Section 101.2.
Group R-4 occupancies shall meet the requirements for construction as defined
for Group R-3 except as otherwise provided for in this code or shall comply with
the International Residential Code in accordance with Section 101.2.
Delete IBC 310.2 Definition of Residential Care/Assisted Living Facilities and substitute
the following:
RESIDENTIAL CARE/ASSISTED LIVING FACILITIES. A building or part
thereof housing a maximum of sixteen persons, on a 24-hour basis, who because of age,
mental disability or other reasons live in a supervised residential environment which
provides personal care services. The occupants are capable of responding to an
emergency situation without physical assistance from staff. This classification shall
include, but not be limited to, the following: residential board and care facilities, assisted
living facilities, halfway houses, group homes, congregate care facilities, social
rehabilitation facilities, alcohol and drug abuse centers and convalescent facilities.
Residential care/assisted living facilities housing more than sixteen persons shall be
classified as a Group I-1.
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9
CHAPTER 4
Add the following sections to Section 401 Scope:
401.2 Fire Alarm Systems. The requirements herein prescribed for the design,
operation and installation of fire alarm systems, detection devices, suppression
systems, communications systems, etc. shall be construed as supplemental to any
applicable provisions of Rhode Island State Fire Safety Code.
401.3 Fire Prevention Code. The provisions of the International Fire Code 2003
Edition shall apply when this code directly references a section or requirement.
These cross-references are not intended to impose any enforcement requirements
on state and local fire officials, and any conflicts with the State Fire Safety Codes
shall be resolved in favor of the stricter standard, and that standard shall be
enforced by the appropriate designated authority having jurisdiction.
Add the following new sections:
SECTION 419
MANUFACTURED HOMES
419.1 Manufactured Homes. Manufactured homes are constructed in accordance with
the Federal Department of Housing and Urban Development Part 3280
Manufactured Home Construction and Safety Standards. Refer to Appendix E of
SBC2-2004 the Rhode Island One and Two Family Dwelling Code for specific
provisions regarding permitting, foundation systems, additions, site utility
connections and foundation and anchorage details.
SECTION 420
MODULAR CONSTRUCTION
420.1 Modular Construction. Buildings and structures partially or completely
constructed off-site shall be constructed in conformance with this code or SBC-2-
2004 the Rhode Island Residential One and Two Family Code as appropriate for
the use and occupancy. Manufacturers shall be registered with the Industrialized
Building Commission (IBC) and submit for approvals and permits in accordance
with RIGL 23-27.4 and IBC Compact regulations.
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11
CHAPTER 9
FIRE PROTECTION SYSTEM
Add the following section to Section 901 General.
901.8 Other Codes. Provisions governing where fire protection systems are required
are also contained in the Rhode Island Fire Safety Code. The most restrictive
provision of each code shall apply.
Delete IBC 903.2.1.2 Group A-2 and substitute the following:
903.2.1.2 Group A-2. An automatic sprinkler system shall be provided for Group A-2
occupancies where one of the following conditions exists:
1.
The fire area exceeds 5,000 square feet (464.5m2).
2.
The fire area has an occupant load of 300 or more.
3.
The fire area is located on a floor other than the level of exit discharge.
4.
Nightclubs with an occupancy load in a single fire area of more than 100
occupants (see also Chapter 2 Definitions: Nightclub).
Add the following paragraph five (5) to IBC section 903.3.1.1.1 Exempt Locations 1-4.
5. In passenger elevator shafts, pits and mechanical rooms. If provided, the
installation shall meet all requirements of this code, NFPA 13, the Rhode
Island Fire Safety Code and the Rhode Island Elevator Code.
Delete IBC 907.2 Where required and substitute the following:
907.2 Where required. Manual and automatic fire alarm systems shall be provided
where required by the Rhode Island Fire Safety Code. Construction documents
required for submittal by section 907.1.1 shall be submitted to the local fire alarm
authority for approval. The building official shall be responsible for inspecting
installation methods only and the local fire alarm authority shall be responsible for
approving the types and locations of all devices and the testing prior to placing
into operation.
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13
CHAPTER 11
ACCESSIBILITY
Add the following definition to IBC Section 1102.1.
CHILDREN: Students in classes ranging from pre-kindergarten to 6th grade. All other
students are considered adults for the purposes of this Chapter.
Add the following Section 1111 Children’s’ Features
Section 1111.0 Children’s Features
1111.1 Children’s Water Closets: Where provided, at least one shall comply with the
following:
1.
Clear floor space: Clear floor space for water closets shall comply with
ICC/ANSI A117.1-1998-604.3.1. Clear floor space shall be permitted to be
arranged to allow either a left-handed or right-handed approach.
2.
Location: The centerline of the water closet shall be located 11 inches (11” = 279
mm) from the nearest side wall for pre-kindergarten; 11 to 15 inches (11” to 15” =
279 mm to 381mm) for kindergarten to the third grade and 15 to 18 inches (15” to
18” = 381mm to 457mm) for fourth grade to sixth grade. The water closet shall
also be located 42 inches (42” = 1067mm) from the centerline of the water closet
to the opposite wall or closest edge of next fixture.
3.
Height: Water closets shall be set at a height measured from the floor to the top
of the seat as follows:
Pre-kindergarten:
11-1/2” to 12-1/2” (292mm to 318mm)
Kindergarten to third grade:
12” to 15” (305mm to 381mm)
Fourth grade to sixth grade:
15” to 17” (381mm to 343mm)
4.
Flush Controls: Controls for flush valves on water closets used by children shall
be mounted on the wide side of water closet within 20 to 30 inches (20” to 30” =
508mm to 762mm) above the floor.
5.
Toilet paper dispensers: Toilet paper dispensers used by children shall be
centered above finished floor, as follows:
Pre-kindergarten:
14” (356mm)
Kindergarten to third grade:
14” to 17” (356mm to 432mm)
Fourth grade to sixth grade:
17” to 19” (432mm to 483 mm)
1111.2 Children’s Grab Bars
1111.2.1 The water closet shall have two grab bars, 42 inches (42” = 1067mm)
14
long, one mounted on the wall in back of the water closet and one on the side
wall closest to the water closet and located no more than six inches (6” =
152mm) from the interior corner Where a tank prevents location of the rear grab
bar, a bar may be installed three inches (3” = 76mm) above the tank. Where a
flushometer prevents the location of a 42 inch (42” = 1067mm) rear grab bar, one
grab bar, 36 inches (36” = 914mm) shall be installed to the side of the
flushometer, located three inches (3” = 76mm) from the closest edge of the
flushometer.
1111.2.2 Height: A grab bar shall be mounted from the floor to the top of the
grab bar as follows:
Pre-kindergarten:
18” to 20” (457mm to 508mm)
Kindergarten to third grade:
20” to 25” (508mm to 635mm)
Fourth grade to sixth grade:
25” to 27” (635mm to 686mm)
1111.2.3 Thickness: the outside diameter of grab bars shall be as follows:
Pre-kindergarten:
1” (25mm)
Kindergarten to sixth grade:
1-1/4” to 1-1/2” (32mm to 38mm)
1111.3 Children’s Sink
Where provided at least one sink including vanities shall comply with the
following:
1111.3.1
Clear floor space: A clear floor space complying with ICC/ANSI
A117.1-1998-606.2 be provided in front of a sink to allow a forward approach.
The clear floor space shall be on an accessible route and shall extend no more
than a maximum of 19 inches (19” = 483 mm) underneath the sink.
1111.3.2
Height: Sinks shall be mounted with the rim no higher than 30
inches (30” = 762mm) above the finish floor. A clearance of at least 25 inches
(25” = 635mm) above the finish floor to the bottom of the apron shall be
provided. Knee and toe clearance shall be at least 30 inches (30” = 762mm) wide
and 19 (19” = 483mm) deep.
1111.3.3
Piping: Sink traps and drains shall be located as close to rear
walls as possible. Hot water and drainpipes exposed under sinks shall be
recessed, insulated, or guarded. There shall be no sharp or abrasive surfaces
under sinks.
1111.3.4
Faucets: Faucets shall be operable with one hand and shall not
require tight grasping, pinching, or twisting of the wrist. Lever-operated push-
type, touch-type, or electronically controlled mechanisms are acceptable designs.
15
If self-closing valves are used, the faucet shall remain open for at least ten
seconds.
1111.4 Children’s Urinals
1111.4.1
Where one or more urinal is provided, at least one urinal shall be
accessible.
1111.4.2
Height: The accessible urinal shall be stall-type or wall-hung with
an elongated rim at a maximum of 15 inches (15” = 381mm) above
the finish floor.
1111.4.3
Flush Controls: Flush controls shall be a hand operated or
automatic, and shall be mounted no more than 30 inches (30” =
762mm) above the flush floor.
1111.5 Children’s Mirror. The top of any shelf and or bottom of any mirror which is
provided above a sink shall be set with the bottom edge of the reflecting surface
no higher than 31 inches (31” = 787mm) above the finish floor.
1111.6 Children’s Dispensers: Towel dispensers, drying devices, or other types of
devices and dispensers shall have at least one of each device mounted within the
zone of reach, and at least one of each device shall be located within reach of a
person using the accessible sink.
1111.7 Children’s Controls and Receptacles. If controls, receptacles, or other
equipment are provided, then at least one of each shall be mounted no higher than
36” inches (36” = 914mm) above the floor to the centerline of the operable
portion of the control.
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17
CHAPTER 13
ENERGY EFFICIENCY
Delete in its entirety and substitute the following:
1301.1 Scope. This chapter governs the design and constructions of buildings for energy
efficiency.
1301.1.1 Criteria. Buildings shall be designed in accordance with the Rhode Island
Energy Code SBC 8-2004.
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19
CHAPTER 14
EXTERIOR WALLS
Add the following new sub-section to Section 1405.1 General:
1405.1.1 Re-siding Exterior Walls. Materials and methods of application used for re-
siding or replacing an existing wall covering shall comply with the requirements of this
section. New Exterior side wall covering shall not be installed without first removing
existing wall coverings when any of the following conditions occur:
1.
When the existing wall or wall covering is water-soaked or has deteriorated to the
point that the existing wall or wall covering is not acceptable as a base for
additional covering.
2.
When the existing wall has three (3) or more applications of any wall covering.
Exception: The total number of wall coverings shall not be limited when any of
the existing wall coverings consists of asbestos cement board or asbestos cement
shingles or any protective encapsulating or protective siding/layer immediately
over the asbestos material.
Asbestos cement board or asbestos cement shingles and any protective
encapsulating layer thereupon shall not be required to be removed unless the
existing wall is unacceptable for use as a base for additional layers of wall
covering.
Any disturbance, repair or removal of existing asbestos cement board or asbestos
cement shingles shall be in accordance with all State and Federal regulations.
Delete IBC Section 1406.3 exceptions 3 and 4 and substitute as follows:
1406.3 Balconies and similar projections. Balconies and similar projections of
combustible construction, other than fire-retardant-treated wood, shall afford the fire-
resistance rating required by Table 601 for floor construction or shall be of Type IV
construction as described in Section 602.4, and the aggregate length shall not exceed 50
percent of the building perimeter on each floor.
Exceptions:
1.
On buildings of Types I and II construction, three stories or less in
height, fire-retardant-treated wood shall be permitted for balconies,
porches, decks, and exterior stairways not used as required exits.
2.
Untreated wood is permitted for pickets and rails, or similar
guardrail devices that are limited to 42 inches (1067 mm) in height.
20
3.
Construction Types 3A and 5A are not required to meet the
provisions of this section.
4.
If the balcony is subject to deterioration as specified in section
2304.11.5, the provisions of 2304.11.2 shall prevail in lieu of this
section’s fireresistance requirements for Types 3, 4 and 5
construction.
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CHAPTER 15
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Delete IBC section 1507.2.7 attachment and substitute the following:
1507.2.7 Attachment. Asphalt strip shingles shall have a minimum of six fasteners per
shingle strip.
Exceptions:
1.
Where the roof slope exceeds 20 units vertical in 12 units horizontal (20:12),
special fastening details may be required by the manufacturer.
2.
Fastening systems tested by the manufacturer to 110 MPH shall be permitted to
be installed in any wind zone.
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23
CHAPTER 16
Delete section 1608.1 General and substitute the following:
1608.1 General. Design snow loads shall be determined in accordance with Section 7 of
ASCE 7 using the ground snow load values determined by Table 1608.1, but the
minimum flat roof snow load shall be not less than that determined by Table
1608.1. The design roof load shall not be less than that determined by Section
1607.
Add the following new section to IBC Section 1608 Snow Loads.
1608.10 Structural Loads. When a new building is to be constructed or an existing
building extended to a greater height than an existing adjoining building, a determination of
structural integrity of the roof of the adjoining building shall be made regarding the snow
loads in accordance with Section 1608.0 SNOW LOADS. The person intending to cause
the construction or building height extension shall deliver written notice of intent to the
owner of the potentially affected building. The notice shall request license to enter the
potentially affected building to inspect and determine the existing building's capacity to
sustain additional imposed snow drift load. The person causing such construction shall be
liable and shall at their own expense preserve, protect and, if necessary, reconstruct those
portions of the adjacent building affected by this construction. If the owner of the adjacent
building refuses to allow inspection, protection or reconstruction as may be required, the
person causing such new construction or building height extension shall notify, in writing,
both the Building Official and the owner of the adjacent property. Such notification shall
identify that the responsibility of providing inspection, protection or reconstruction to the
adjacent building has become the exclusive responsibility of the owner of the adjacent
property.
Delete section 1609.3 Basic Wind Speed and substitute the following:
1609.3 Basic Wind Speed. The basic wind speed, in mph, shall be determined by
Rhode Island Wind Speed Map Figure 1609 and Table 1608.1.
Delete all IBC Figures 1609 and substitute Rhode Island Wind Speed Map Figure 1609
and Figure 1609 (A).
Revise section 1609.1.4 Protection of Openings as follows:
1609.1.4 Protection of Openings. In Rhode Island Wind Zone 3, glazing …..
(remainder of section unchanged).
Add the following exception #7 to Section 1614.1 Scope:
24
7.
Structures of Construction Type 2B not more than two (2) stories above grade and
thirty (30) feet in height in Category I or II as determined by Table 1604.5 are exempt
from the requirements of Sections 1613 through 1622.
Delete paragraph 2 only of Section 1615.1 and substitute the following:
Values for Ss and S1 for each Rhode Island community are given in Table 1608.1.
25
FIGURE 1609
SEE FIGURE 1609 (A) FOR ENLARGEMENT OF ZONES 2 and 3 LINE
26
F
I
G
U
R
E
1
6
0
9
A
27
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29
CHAPTER 18
SOILS AND FOUNDATIONS
Delete 1805.2.1 method 1 and substitute the following:
1.
See Rhode Island Frost Depth values in Table 1608.1.
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31
CHAPTER 21
MASONRY
Delete IBC Section 2107.2.3 without substitution.
Delete IBC Section 2106.1 and substitute the following:
2106.1 Seismic design requirements for masonry. Masonry structures and
components shall comply with the requirements in Section 1.13.2.2 of ACI 530/ASCE
5/TMS 402 and Section 1.13.3, 1.13.4, 1.13.5, 1.13.6 or 1.13.7 of ACI 530/ASCE 5/TMS
402 depending on the structure’s seismic design category as determined in Section
1616.3. In addition, the following requirements shall be met.
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33
CHAPTER 23
WOOD
Add the following exception to Section 2303.1.1 Lumber
Exception:
Native Lumber used in accordance with Rhode Island amendment Section
2309.
Add the following new section 2309 Native Lumber:
2309 Native Lumber.
2309.1.1
Scope:
The provisions of this section shall govern the use of Native Lumber in accordance with
RIGL23-27.3-109.0 of the State Building Code.
Native Lumber is unmarked structural lumber from wood processed in the State of Rhode
Island by a mill registered in accordance with provisions of this code.
Such lumber which is not grade marked or certified by a recognized grading organization
designated under Section 2303.1.1 shall be classified as an ordinary material and is not
required to meet the test requirement of section 1710.2 and shall be permitted for use as
follows.
2309.2
Identification and Use:
1.
The producing mills shall sell or provide the lumber directly to the ultimate
consumer or his contract builder for use in an approved structure;
2.
The providing mill shall certify in writing to the consumer or builder on a form to be
provided by the State Building Code Standards Committee that the quality and safe
working stresses of such lumber are equal to or exceed No. 2 grade in accordance
with grading practices established by an approved lumber grading or approved
testing agency.
Exception: Load bearing walls shall be of stud grade minimum.
This certification shall be filed with the local building official having jurisdiction as part of
the building permit application;
3.
Native Lumber shall be limited to the following uses:
34
a. One and two-family dwellings not exceeding three stories in height, or:
b. General building construction types 3B, 4 or 5B not exceeding ten thousand
square feet of cumulative floor area or 35 feet in height, but not to exceed 2 stories,
or:
c. Those low stress buildings not intended for human habitation such as barns,
sheds, agricultural, detached garages, outbuildings and other accessory structures; or
d. Non-structural and non-fire rated applications in any use group of Type 3, 4 or 5
construction.
4.
Uses not permitted: Native lumber shall not be used in engineered plate-truss
systems unless such lumber is graded in accordance with Section 2303.1.1.
2309.3
Native Softwoods and Hardwoods
Native hardwood or softwood lumber may be used in post and beam timber type
construction per section 602.4. Such uses as beam, girders, headers, and column supports
will require engineering evaluation for the allowable design values and duration of loading
factors for all buildings other than One & Two Family Dwellings.
Native lumber located near or in contact with the ground shall be naturally durable or
pressure-treated in accordance with the provisions of section 2304.11.
2309.4
Sizing Criteria for Native Softwood Lumber
1.
Sizing criteria: For lumber sized in accordance with the AF&PA NDS-01,
conventional spantables in this code shall be permitted to be used for establishing
span and spacing characteristics for all structural members.
2. Stress increases: Lumber which is sized in excess of the dimensions established by the
AF&PA NDS-01 for the given nominal size referenced shall be allowed to have increased
loads providing structural calculations are submitted verifying such increases. See Table
2309.
2309.5
Moisture Content
The moisture content for structural framing shall be 19% or less unless the producer
indicates that the lumber is surfaced green.
2309.6
Post and Beam Type Structures
Native hardwood and softwood lumber are permitted in post and beam timber-type
structures. Design drawings and calculation shall be by a Rhode Island registered architect
or engineer and submitted to the building official for approval.
35
2309.7
Responsibilities
The building official shall indicate the use of native lumber on the building permit
application under the heading “Description of work to be performed” and also the name of
the mill providing the native lumber.
The building official shall have the right to reject any lumber of questionable quality based
on visual observation.
36
TABLE 2309
NATIVE LUMBER ALLOWABLE STRESS
____________________________________________________________________________
Actual Lumber
Size Closest
Size which
Multiplier
does not
Factor
Factor to be Added
exceed the
Lumber
to Column 3 Factor
Dimension
Based
for Lumber Oversized
Shown
on Width
in Thickness
___________________________________________________________________________
Thick-
Thick-
ness In-
ness In-
crease
crease of
Nominal
Actual Size
of 1/4"
over 1/2"
Size
Thickness Width
to 1/2"
to 1"
___________________________________________________________________________
3 x 8
2-1/2 x 7-1/2
1.0 x Fs
+0.10
+0.20
x 7-3/4
1.07
x 8
1.14
___________________________________________________________________________
3 x 10
2-1/2 x 9-1/2
1.0
x 9-3/4
1.05
+0.10
+0.20
x 10
1.11
___________________________________________________________________________
3 x 12
2-1/2 x 11-1/2
1.0
x 11-3/4
1.04
+0.10
+0.20
x 12
1.09
___________________________________________________________________________
3 x 14
2-1/2 x 13-1/2
1.0
x 13-3/4
1.04
+0.10
+0.20
x 14
1.07
___________________________________________________________________________
4 x 10
3-1/2 x 9-1/2
1.0
+0.07
+0.14
x 9-3/4
1.05
x 10
1.11
___________________________________________________________________________
4 x 12
3-1/2 x 11-1/2
1.0
x 11-3/4
1.04
+0.07
+0.14
x 12
1.09
___________________________________________________________________________
4 x 14
3-1/2 x 13-1/2
1.0
x 13-3/4
1.04
+0.07
+0.14
x 14
1.08
___________________________________________________________________________
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Notes to Table 2309
Note 1. Notation FS is the allowable maximum fiber stress for the assumed grade as
established by this code in Section 2309.2.2 F’s (“operating” stress) is the modified
allowable maximum fiber stress which may be used in the span tables and for calculating
required lumber sizes. F’s is found by multiplying Fs by the factors given in the table
Note 2. Table Columns:
Column 1: is the nominal commonly used lumber size.
Column 2: is a list of actual sizes of the supplied lumber.
Column 2 lists the sizes on the basis of a constant thickness and a width increasing
by one-quarter (1/4) inch and one half (1/2) inch.
Column 3:gives the multiplier for increasing the assumed allowable stress (Fs) based
on the increases in width as listed in Column 2.
Column 4: gives the multiplier for increasing the assumed allowable stress (Fs)
based on increases in thickness.
Note 3. Example: Fiber stress for assumed grade = one thousand (1,000) psi – Actual size
3-1/8 x 9-3/4
Nominal size
1. Multiplier factor for Width =
1.05
3 x 10
3-1/8=increase 2. Multiplier factor for Thickness=
.20
of 5/8” total
______
Sum 1.25
3. Operating stress F’s = 1.25 x Fs
F’s = 1.25 x 1,000 = 1,250
Therefore, F’s = 1,250 psi is used for calculations and in the span tables.
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39
CHAPTER 27
GENERAL
Delete all references to IEC and substitute Rhode Island Electrical Code SBC-5-2002.
Delete all reference to any other International Code (IBC, IRC, IMC, etc.) and refer to
appropriate SBC regulations. (See Amendment 2701.6).
Delete existing Chapter 27 in its entirety and substitute the following:
2701.1 Scope. This chapter governs the electrical components, equipment and
systems used in buildings and structures covered by this code. Electrical
components, equipment and systems shall be designed and constructed in
accordance with the provisions of SBC-5-2002.
2701.2 Permits. Electrical wiring including elevators and other conveyances as
regulated by the Department of Labor and Training, or data,
telecommunications, video and sound installations, shall not be installed in
a building or structure, nor shall alteration of an existing electrical wiring
system be made until a permit has been issued therefor as required in
Section GL 23-27.3-113.3.1.
Exception: Work not covered in SBC-5-2002 section 90.2(b) 1-5
inclusive. As used in section 4 & 5 a “utility” is a company or business
regulated and/or licensed by the Rhode Island Public Utilities
Commission. Subcontractors employed by a utility are not exempt from
permit requirements unless the proposed work is being performed in the
public right-of-way or within public utility easements. It shall be unlawful
to use or allow the use of, or to supply current for, an electrical system in a
building or structure, or to allow the use of, or to supply current for data,
telecommunications, video or audio installations unless the required
permits have been issued and approved by the authority having
jurisdiction.
2701.3 Certification. Except for use group R (residential use), construction
documents shall bear the seal of a Registered Professional Engineer who
shall provide the services as required by 23-27.3-128.2.2, except as
modified by the authority enforcing this Code.
2701.4 Re-inspection. An electrical installation from which an electrical service
has been discontinued for a period of thirty (30) days or more shall not
have service restored until the system has been re-inspected and a new
certificate of inspection issued.
40
Exception: Re-inspection of dwelling units shall only be required if the
electrical service has been discontinued for a period of one year.
2701.5 The following section 2701.5 is taken directly from current R.I. General Laws
(RIGL 42-66.9-1) and is included for reference purpose only:
2701.5 Emergency generators for Housing for the Elderly. All housing for
the elderly complexes, as defined in § 42-66.1-2 which are serviced by one or
more elevators and/or electrically powered chair lifts, and which include more
than one hundred fifty (150) residential living units in a single building shall be
equipped with emergency generators which shall provide sufficient power to
provide emergency lighting to all common areas and a community room and
power to operate the elevators and a refrigerator in a common area. Generator
systems shall be in accordance with the national electric code and the Rhode
Island Fire Safety Code.
2701.6 References. Where this code references other ICC codes, use the
appropriate Rhode Island Code. References to the International Fire Code (IFC)
shall also refer to the R.I. State Fire Safety Code for enforcement as required by
that authority having jurisdiction.
2701.7 Other Codes. The Rhode Island Fire Safety Code contains provisions for
specific wiring methods for fire alarms, signaling systems, and other
building fixtures such as exit signage, emergency lighting, and emergency
and standby power systems among others. Refer to the latest editions of
that code for the latest provisions.
SECTION 2702
EMERGENCY AND STANDBY POWER SYSTEMS
2702.1 Installation. Emergency and standby power systems shall be installed in
accordance with the Rhode Island Electrical Code SBC-5-2002, NFPA 110 and
NFPA 111.
2702.2 Where required. Emergency and standby power systems shall be provided
where required by Sections 2702.2.1 through 2702.2.19.
2702.2.1 Group A Occupancies. Emergency power shall be provided for voice
communication systems in Group A occupancies in accordance with Section
907.2.1.2.
2702.2.2 Smoke control systems. Standby power shall be provided for smoke
control systems in accordance with Section 909.11.
41
2702.2.3 Exit signs. Emergency power shall be provided for exit signs in
accordance with Section 1011.5.3.
2702.2.4 Means of egress illumination. Emergency power shall be provided for
means of egress illumination in accordance with Section 1006.3.
2702.2.5 Accessible means of egress elevators. Standby power shall be
provided
for elevators that are part of an accessible means of egress in accordance with
Section 1007.4.
2702.2.6 Horizontal sliding doors. Standby power shall be provided for
horizontal sliding doors in accordance with Section 1008.1.3.3.6.
2702.2.7 Semiconductor fabrication facilities. Emergency power shall be
provided for semiconductor fabrication facilities in accordance with Section
415.9.10.
2702.2.8 Membrane structures. Standby power shall be provided for auxiliary
inflation systems in accordance with Section 3102.8.2. Emergency power shall be
provided for exit signs in temporary tents and membrane structures in accordance
with the International Fire Code.
2702.2.9 Hazardous materials. Emergency or standby power shall be provided
in occupancies with hazardous materials in accordance with Section 414.5.4.
2702.2.10 Highly toxic and toxic materials. Emergency power shall be
provided for occupancies with highly toxic to toxic materials in accordance with
the International Fire Code.
2702.2.11 Organic peroxides. Standby power shall be provided for occupancies
with organic peroxides in accordance with the International Fire Code.
2702.2.12 Pyrophoric materials. Emergency power shall be provided for
occupancies with pyrophoric materials in accordance with the International Fire
Code.
2702.2.13Covered Mall Buildings. Covered mall buildings exceeding 50,000
square feet (4645m2) shall be provided with standby power systems which are
capable of operating the emergency voice/alarm communication system in
accordance with Section 402.12.
2702.2.14 High rise buildings. Emergency and standby power shall be provided
in high rise buildings in accordance with sections 403.10 and 403.11.
42
2702.2.15 Underground buildings. Emergency and standby power shall be
provided in underground buildings in accordance with Sections 405.9 and 405.10.
2702.2.16 Group I-3 occupancies. Emergency power shall be provided for
doors
in Group I-3 occupancies in accordance with Section 408.4.2.
2702.2.17 Airport traffic control towers. Standby power shall be provided in
airport traffic control towers in accordance with Section 412.1.5.
2702.2.18 Elevators. Standby power for elevators shall be provided as set forth
in Section 3003.1.
2702.2.19 Smoke proof enclosures. Standby power shall be provided for
smoke
proof enclosures as required by Section 909.20.6.2.
2702.3
Maintenance. Emergency and standby power systems shall be maintained
and tested in accordance with the Rhode Island Fire Safety Code.
43
CHAPTER 28
Delete IBC section 2801.1 Scope and substitute the following:
2801.1 Scope. Mechanical appliances, equipment and systems shall be constructed,
installed and maintained in accordance with SBC-4-2004 the Rhode Island Mechanical
Code and SBC-19-2004 the Rhode Island Fuel Gas Code. Masonry chimneys, fireplaces
and barbecues shall comply with the Rhode Island Mechanical Code and Chapter 21 of
this code.
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45
CHAPTER 29
Delete IBC section 2901. Scope and substitute the following:
2901.1 Scope. The provisions of this chapter and SBC-3-2004 the Rhode Island
Plumbing Code shall govern the erection, installation, repairs, relocation, replacement,
addition to, use or maintenance or plumbing equipment and systems.
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47
CHAPTER 30
ELEVATORS AND CONVEYING SYSTEMS
Delete IBC 3001.1 Scope and substitute the following:
3001.1 SCOPE: Except as may otherwise be provided by statute, the provisions of this
chapter shall control the design, construction and installation of all special hoisting and
conveying equipment hereafter installed, relocated or altered in all buildings or structures.
The design, construction, installation, maintenance, relocation and operation of all elevators,
dumbwaiters, moving stairways, moving walks, and certain elevating devices used to handle
materials only, shall be subject to the rules and regulations adopted and enforced by the
Rhode Island Department of Labor and Training, Division of Occupational Safety, Elevator
Unit. Portable elevating devices not covered by this chapter or by the Department of Labor,
shall be constructed, operated and maintained in compliance with accepted engineering
practice.
Delete IBC 3001.2 Referenced standards and substitute the following:
3001.1.1 PERMITS: Permits for the installation of elevators, dumb waiters, moving
stairways, moving walks, and certain elevating devices used to transport materials and
personnel shall be issued only by the Department of Labor and Training, Division of
Occupational Safety, Elevator Unit. Permits for all other devices shall be issued by the
building official.
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49
CHAPTER 31
SPECIAL CONSTRUCTION
Delete IBC Section 3103 Temporary Structures in its entirety and substitute the
following:
SECTION 3103.0 TEMPORARY STRUCTURES
3103.0 General: Pursuant to a variance granted by the Board of Appeals under the
provisions of Section 127.0 the Building Official shall issue a permit for temporary
construction as approved by the Board of Appeal. Such permits shall be limited as to time
of service but such temporary construction shall not be permitted for more than one (1) year.
The building official shall be permitted to issue permits for temporary construction limited
to buildings of less than four hundred (400) square feet and all construction trailers. Such
permits shall be limited as to time of service but no such construction shall be permitted to
remain in place for more than one (1) year or the time scheduled for the construction project.
3103.2 Special Approval: All temporary construction, when intended to be occupied by
the owner, employee, or general public shall conform to structural strength, fire safety,
means of egress, light, ventilation and sanitary requirements of the Code necessary to insure
the public health, safety and general welfare.
3103.3 Termination of Approval: The building official is hereby authorized to terminate
such special approval and to order demolition and/or removal of any such construction at his
discretion.
Add the following new section to Chapter 31
CHAPTER 3110
FABRIC STRUCTURES
3110.1 Definition: Fabric Structures are structures utilizing wood, metal or plastic
frames and covered with cloth, canvas or plastic material, excluding tents,
agricultural and horticultural greenhouses, and furnishings such as umbrellas,
awnings and canopies or portable shade canopies.
3110.2 Fabric Structures: Fabric Structures: Fabric Structures shall be located in
accordance with applicable local zoning code provisions. Permits shall be
required for all fabric structures. Fabric structures less than 400 sq. ft. in area
and installed for a period not exceeding 1 year shall be installed in accordance
with manufacturer’s installation instructions. Fabric structures greater than 400
sq. ft. in area or intended to be in place for a period exceeding 12 months shall
only be approved pending a satisfactory decision by the state or local Building
Code Board of Appeals, unless full code compliance for permanent structures in
all respects is demonstrated to the satisfaction of the local building official. The
50
State Fire Marshal or his authorized representative shall determine whether the
installation is subject to provisions of the State Fire Safety Code prior to issuance
of the permit.
Exception:
1.
Agricultural and horticultural
greenhouses used primarily for
growing.
2. livestock shelters
3. arts/crafts, flea markets, etc. of
limited duration consisting of small
booths and multiple vendors, and as
may be properly licensed by the
municipality.
4. Any structure less than 100 sq. ft.
5. Furnishings such as umbrellas,
Awnings, etc.
51
CHAPTER 33
SAFEGUARDS DURING CONSTRUCTION
Add the following new section to IBC Section 3304 Sitework:
3304.2 Final Grading. Lots shall be graded so that surface accumulation of water does
not occur across adjoining property. Retaining walls, which may be necessary to
prevent surface run-off into adjoining property, shall be constructed in accordance
with this code and any applicable ordinances. Storm drainage systems necessary to
divert flows from adjoining property shall be designed and installed in accordance
with SBC-3 –2004 the Rhode Island State Plumbing Code.
Add the following new section to IBC Section 3307 Protection of Adjoining Property:
3307.2 Structural Loads. See Section 1608.10.
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53
CHAPTER 34
EXISTING STRUCTURES
Delete IBC Section 3407.1 Historic Buildings and substitute the following:
3407.1 Historic Buildings:
3407.1 Approval: The provisions of this code relating to the construction, repair, alteration,
enlargement, restoration and moving of buildings or structures shall not be
mandatory for existing buildings or structures identified and classified by the state or
local government authority as historic buildings, subject to the approval of the Board
of Appeals, when such buildings are judged by the code official to be safe and in the
interest of public health, safety and welfare regarding any proposed construction,
alteration, repair, enlargement and relocation. All such approvals shall be based on
the applicant's complete submission of professional architectural and engineering
plans and specifications bearing the professional seal of the designer.
Delete IBC Section 3410.2 Applicability and substitute the following:
3410.2 Applicability. Existing buildings in which there is work involving additions,
alterations or changes of occupancy shall be made to conform to the requirements of
this section or the provisions of Sections 3403 through 3407. The provisions in
Sections 3410.2.1 through 3410.2.5 shall apply to existing occupancies that will
continue to be, or are proposed to be, in Groups A, B, E, F, M, R, S and U. These
provisions shall not apply to buildings with occupancies in Group H or I.
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55
CHAPTER 35
REFERENCED STANDARDS
To IBC Chapter 35 add the following General Statement:
The various State of Rhode Island departments and agencies have designated powers to
adopt and enforce regulations impacting new and existing construction. Users of this
code are advised to use all available resources to coordinate the design and approval
process.
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57
APPENDICES
Delete Appendices A, B, D, J.
Retain Appendices C, E, G, H, I.
Appendix F is permitted to be enforced on a discretionary basis by the local building
code official, when in his opinion, existing site and environmental conditions warrant
additional protective measures specified herein.
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59
APPENDIX G
FLOOD RESISTANT CONSTRUCTION
Add the following section to G105.1 General
G105.1.1 Notice. Upon receipt of an application for a variance the Chairman of the
Board of Appeals shall forward a copy of said application to the Rhode Island Emergency
Management Office, Attention: Statewide Flood-Plain Coordinator.