WSR 97-16-111
PROPOSED RULES
BUILDING CODE COUNCIL
[Filed August 6, 1997, 10:28 a.m.]
Original Notice.
Preproposal statement of inquiry was filed as WSR 97-05-065.
Title of Rule: Repeal of chapter 51-30 WAC, adoption and amendment of the 1994 Edition of the Uniform Building Code; and adoption of chapter 51-40 WAC, adoption and amendment of the 1997 Edition of the Uniform Building Code.
Purpose: To consider whether to adopt, or amend and adopt, the 1997 Edition of the Uniform Building Code (in three volumes) published by the International Conference of Building Officials, and repeal of the 1994 edition of this code.
Statutory Authority for Adoption: RCW 19.27.031 and 19.27.074.
Statute Being Implemented: Chapters 19.27 and 34.05 RCW.
Summary: The proposed rules include adoption of the 1997 Edition of the Uniform Building code (in three volumes) with amendments, and the repeal of the 1994 edition of this code.
Reasons Supporting Proposal: RCW 19.27.031, 19.27.074.
Name of Agency Personnel Responsible for Drafting and Implementation: Al Rhoades, P.O. Box 48300, Olympia, WA 98504-8300, (360) 586-8999; and Enforcement: Local jurisdictions.
Name of Proponent: Washington State Building Code Council, governmental.
Agency Comments or Recommendations, if any, as to Statutory Language, Implementation, Enforcement, and Fiscal Matters: The council seeks comments on the issues and options proposed in the rules shown below.
Rule is not necessitated by federal law, federal or state court decision.
Explanation of Rule, its Purpose, and Anticipated Effects: The proposed rule will adopt by reference and amend the 1997 Edition of the Uniform Building Code (UBC) published in three volumes by the International Conference of Building Officials (ICBO). The purpose is to replace the 1994 UBC (chapter 51-30 WAC), which will be repealed, and assign the 1997 UBC a new WAC number (chapter 51-40 WAC). The 1997 UBC will be amended to provide greater safety and flexibility than the published version for application in Washington state.
Regulatory Review: In compliance with Executive Order 97-02, Regulatory improvement, the following criteria for regulatory review will be considered at the time of final adoption of the rule.
1. Need. This rule is necessary to comply with the requirements of RCW 19.27.074. The council must regularly review updated versions of the Uniform Building Code, and amend and adopt as deemed appropriate by the council. An updated, 1997 version of the Uniform Building Code has been published. The purpose and objective of this review, as given in RCW 19.27.020, is to promote the health, safety and welfare of the occupants or users of buildings; to require minimum construction standards for the state of Washington; to permit the use of modern technical methods; to eliminate restrictive, obsolete, conflicting, duplicating and unnecessary regulations; and to provide standards to make buildings accessible to and usable by physically disabled persons. The technical advisory groups appointed by the council have identified rules that are obsolete, duplicative or ambiguous, and have proposed amendments and revisions.
2. Effectiveness and Efficiency. The mission of the council is to adopt building codes for uniform application throughout the state. In the course of the regular rule review, the council examined regulatory alternatives and new technologies. The council has identified where alternatives can be used effectively and efficiently. The council efficiently achieves uniform state building codes by serving as the central administrative agency for state-wide adoption of building codes.
3. Clarity. The council is revising their filing procedure for state amendments to the national uniform codes. To enhance clarity, only those subsections with a state amendment will be filed under the main section number. The balance of the main section will remain as written in the national uniform code, as adopted by reference, unless otherwise noted. This reformatting change reorganizes and shortens the WACs, and necessitates new WAC number assignments.
4. Intent and Statutory Authority. The proposed rule is consistent with the legislative intent of the statute chapter 19.27 RCW. The statute gives the council sufficient authority to maintain the state building code, and to amend and adopt new editions of the Uniform Building Code. The Uniform Building Code is published every three years.
5. Coordination. The council rule-making process has included participation by national, state, and local building, fire, mechanical and plumbing officials, as well as state agency representatives for the Departments of Social and Health Services, Health, Labor and Industries, and the state Fire Marshal. The council actively seeks participation from other state agencies to assure that duplication and inconsistency is eliminated.
6. Cost. The council appointed technical advisory groups and an Economic and Regulatory Assessment Committee to examine the costs and benefits associated with the revisions to the building codes.
7. Fairness. The state amendments to the Uniform Building Code proposed by the council are intended to mitigate disproportionate impact on the regulated community. The council is made up of representatives from the regulated community, as well as public and regulatory officials. In addition, the council enlisted the assistance of technical advisory groups, made up of the individuals, organizations and businesses impacted by the building codes, to review code changes and proposals.
Proposal Changes the Following Existing Rules: Most of the amendments to the 1994 UBC have been brought forward and included with the adoption of the 1997 UBC. The few amendments not included are due primarily to changes between the 1994 and 1997 codes, which have incorporated language contained in the previous state amendments. Appropriate editorial changes have been made where needed to provide correct section number references and to reflect the new "means of egress" building exiting system terminology. The amendments added with the adoption of the 1997 UBC are as follows:
WAC 51-40-007 Exceptions, "temporary growing structures" are defined and their regulation is exempted from the UBC.
WAC 51-40-303, 51-40-304, 51-40-305, 51-40-307, 51-40-308, 51-40-310, and 51-40-311, the .5 subsection of each of these sections has an added reference to Chapters 12 and 29 for light, ventilation and sanitation requirements.
WAC 51-40-313, Section 313.2.1.3 has been amended to make it clear that an occupancy separation is not needed between a Group LC, Boarding Home Occupancy and an Group R, Division 1 Occupancy. For Section 313.4.2 an exception has been added to allow waiting and resting areas in Group LC Occupancies to be open to the corridor under certain conditions.
WAC 51-40-405, in Section 405.3.3.2, Option 1 maintains the 1997 UBC language requiring automatic roof vents to be "of an approved type:" Option 2 would require automatic roof vents to be "labeled by an approved agency."
WAC 51-40-904, in Section 904.l.2 an exception is added which removes the requirement for a fire-extinguishing system sprinkler at the top of a noncombustible elevator hoistways whose cars meet the requirements of ASME A17.1, Safety Code for Elevators and Escalators. For Section 904.2.4.1, the existing amendment requiring automatic fire-extinguishing systems in newly constructed school buildings has language added to clarify that substitutions as well as increases are allowed by Sections 505, 506 and 508.
Section 1003.3.4.4, two options are being proposed for this section. Option 1 maintains the existing amendment, requiring landings for ramps steeper than 1:15. Option 2 adopts the 1997 UBC language unamended and requires landings for ramps steeper than 1:20.
Section 1003.4.5, two options are being proposed for this section. Option 1 maintains the existing amendment, requiring handrails for ramps steeper than 1:15. Option 2 adopts the 1997 UBC language unamended and requires handrails for ramps steeper than 1:20.
Section 1007.5.9.1, amend section by deleting the term "and constant" from Item 3, Visual Supervision.
WAC 51-40-1100, Chapter 11, replacing UBC Chapter 11, is retained and moved from chapter 51-30 WAC to chapter 51-40 WAC, with the following proposed changes:
Section 1105.4.4, alter the exception language to bring it in greater compliance with the Americans with Disabilities Act.
Section 1106.3.2, two options are being proposed for this section. Option 1 changes the language to require that all operable parts of environmental and other controls be within the ranges specified in the section, and refers the user to Chapter 10 for the placement of panic hardware. Option 2 maintains the existing code language.
Section 1106.10.7, this section has been deleted. The ADA does not have a requirement for vision panels. This change will not affect certification.
Section 1106.11.3.1, two options are presented for this section. Option 1 allows for an alternate approach width to toilet stalls when a latch side approach is available. Option 2 maintains the existing code language.
Section 1106.27.1, Exception 8, editorial language changes are being proposed to this section.
WAC 51-40-1506, an exception is added to Section 1506.3 which allows building storm drain overflows to be connected to the vertical riser for the roof drain.
WAC 51-40-2900 and 51-40-2929, Chapter 29, Plumbing Systems, has two options, each of which is a rewrite of the chapter. Also, Table 29-A, Minimum Plumbing Fixtures, has been revised to provide more equitable requirements.
WAC 51-40-31200, Standard 31-2, Standard Test Method for Particulate
Emissions From Fireplaces, in Section 31.201 the definition of "Masonry
Heater" has been revised to be the same as that found in the newly
approved ASTM E-1602, which defines masonry heaters and specifies how
they should be built.
A small business economic impact statement has been prepared under
chapter 19.85 RCW.
Purpose: The purpose of this analysis is to comply with the requirements of chapter 19.85 RCW, to examine whether these proposed rules will have a disproportionate impact on small businesses.
Introduction: The state Building Code Council (council) is proposing to adopt the 1997 Edition of the Uniform Building Code (chapter 51-40 WAC), published by the International Conference of Building Officials. Sanitary Facilities, WAC 51-40-406.7, has been identified by the council's Economic and Regulatory Assessment Committee (ERAC) as having a potential disproportionate cost impact to small business.
The council appointed Technical Advisory Groups (TAGs) to do a comprehensive review and comparison of the 1994 Uniform Building Code and the 1997 Uniform Building Code. The TAGs held meetings over a three year period. All national and state-wide code changes were examined. The TAGs' findings were reviewed by the ERAC. Based on this review, the council found that all changes proposed other than the measure specified in this report are editorial in nature and clarifications of nationally recognized standards, which have minimal economic impact.
The council members and participants are a representative sample of individuals involved in the building construction industry. The makeup of the participants were: Architects, home builders, building officials, contractors, fire officials, energy professionals, manufacturers, engineers, plumbers, state and local officials, inspectors, industry associations and organizations, companies and business, electricians, and the general public.
Summary of Proposed Rule: WAC 52-40-406.7 (Sanitary Facilities), this code change would require all projection rooms to have a lavatory and a water closet, for the purpose of healthy, sanitary facilities. Currently, WAC 52-30-406.7 [52.40.406.] requires a lavatory in every projection room; only in assembly occupancies does the code require a water closet. The new code would require both fixture in all projection rooms.
Industry Analysis: The four-digit Standard Industrial
Classification (SIC) codes for the industries potentially impacted are
listed below:
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Within each four-digit SIC, data from December 31, 1996, (the most recent) were analyzed to determine the number of small and large businesses, and the number of employees per business. Industry data at the four-digit level, provided by the Employment Security Department, were broad in scope and anonymous. Due to confidentiality laws in the state, the council was not able to analyze businesses on a "per business" or "per employee" basis as established in chapter 19.85 RCW, Regulatory Fairness Act. Therefore an analysis was done based solely on the number of employees per employers within each four-digit SIC.
Example: SIC 1521 (Single-family housing construction) has a total of 5,410 employers and 15,490 employees. Of those 5,410 employers, 5,398 of them were small businesses as defined in chapter 19.85 RCW (fifty employees or less) and twelve were large businesses (fifty-one or more employees). A survey was prepared that described these proposed changes and asked businesses to estimate what they believed the cost impact of these changes would be on their business and how they arrived at that figure. The survey also asked businesses how many workers they employed. The council sent surveys to ten percent of businesses within these identified industries to assess the economic impact of the proposals.
The council is able to provide the following detailed information
regarding the potentially impacted businesses.
Number of businesses potentially impacted 10,529
Number of employees potentially impacted 63,258
Average number of employees/business 6
Source: Employment Security Dec. 31, 1996 data.
Cost of Compliance: To determine the costs of reporting and
compliance requirements for the identified code change proposals, the
council used the results of the surveys along with the committee's
economic evaluation as an informational resource. However, of the 1171
surveys sent out only four percent were returned. The returned surveys
break down as follows:
Number of small businesses responding
(50 or less employees) 25 (57%)
Average number of employees 7
Estimated average cost of compliance
per employee $1,550
Number of large businesses responding
(51 or more employees) 2 (5%)
Average number of employees 69
Estimated average cost of compliance
per employee No costs were
provided by
large
businesses
Note: Average cost of compliance for large businesses is high due to
inadequate sample size. The committee estimates that the cost of
compliance falls between $100 - $2000.
Compliance Cost I: Reporting and compliance requirements: There are no reporting and/or compliance requirement costs involved with this proposal.
Compliance Cost II: Associated costs:
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Compliance Cost III: Lost sales or revenue: The council felt that the costs described in "Compliance Cost II" are ultimately passed on to the purchaser of the service. Therefore, this proposal does not have an effect on the business' sales or revenues.
Providing lavatories and water closets in projection rooms with assembly occupancies is currently required by state regulations. Therefore, the new language opens the requirement to all facilities that have projection rooms. This would provide a potential for an increase in sales and revenue to the contractor, because now buildings with projection rooms not in an assembly area would have to comply with this requirement.
Compliance Cost IV: Possible disproportionate effect on small businesses: The Regulatory Fairness Act requires, when possible, a comparison of the compliance costs for small and large businesses required to comply with the proposed rule.
The results of the survey were limited and did provide some insight as to whether the proposed rules have a disproportionate economic impact on small businesses. However, the survey results as well as the committee's opinion both concur that all assembly occupancy projection rooms comply with this requirement currently and it is those projection rooms that are not in assembly occupancies that would have to comply. Obtaining information on the number of nonassembly occupancy projection rooms was not possible. Due to lack of survey data for nonassembly occupancy projection rooms, costs could not be compared but are believed to be of minimal impact.
However, as provided in the table above, the approximate cost of installing a sanitary facility at its most minimal requirements would be in the range of $3,000 to $7,000 (approximately $175 per square foot at forty square feet). These costs would apply to all installations of sanitary facilities.
The survey results were analyzed and it was concluded that a
comparison of small business cost to large business cost is not possible.
Excerpts from the survey results are shown below:
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Involvement of Small Businesses: The council has included small businesses in the drafting of this language and the preparation of the small business economic impact study (SBEIS). Small businesses were represented on the technical advisory groups and council committees. Ten percent of each of the identified SIC industries were solicited for information regarding the potential economic impact of the proposed rules.
Mitigation: Through a formal and established method of negotiated rule-making, the council and the affected industries have considered and mitigated costs associated with the proposed rules. The council solicited feedback from industry. Industry representation has been involved at all public meetings.
The council and its committees are of the opinion that many of the potentially impacted businesses will experience minimal or no extra cost of compliance. Language was drafted so that industry would have adequate time to comply with those sections of the rule that may impose an economic impact on business. Sections or wording of the proposed rules was omitted in an effort to minimize the costs. Again, business representation was an integral part of the review and development of this negotiated rule-making process.
Since the proposed rules have been negotiated into their current form with input from the council and industry, the council is of the opinion that adequate mitigation efforts have been put forth.
Conclusion: Based on the results of the survey and the council's economic evaluation, the council recognized that the proposed rule may impose minimal economic impact on businesses in the building construction industry. However, the council also realizes its obligation to ensure the health, safety and welfare of the occupants or users of buildings and structures and the general public through the provisions of the building codes throughout the state, as stated in the council's legislative mandate.
Again, the council appointed Technical Advisory Groups (TAGs) to do a comprehensive review and comparison of the 1994 Uniform Mechanical Code and the 1997 Uniform Mechanical Code. The TAGs held meetings over a three year period. All national and state-wide code changes were examined. The TAG findings were reviewed by ERAC. Based on this review, the council found that all changes proposed other than the measures specified in this report are editorial in nature and clarifications on nationally recognized standards which have minimal to no economic impact.
In accordance with the Regulatory Fairness Act, the above analysis demonstrates that the proposed rule would not place a disproportionate economic impact on small business when compared to large businesses. Based on the data received from the surveys and the council committee's evaluations of potentially-impacted businesses, this analysis has determined that the development of nonassembly occupancy projection rooms are so few that no significant impact would be imposed to the industry.
A copy of the statement may be obtained by writing to Tim Nogler, Managing Director, Washington State Building Code Council, P.O. Box 48300, Olympia, WA 98504-8300, phone (360) 586-0486, or FAX (360) 586-5880.
Section 201, chapter 403, Laws of 1995, does not apply to this rule adoption. The state Building Code Council is not listed in this section as one of the agencies required to comply with this regulation.
Hearing Location: On Friday, September 12, 1997, at 9:00 a.m., at the Radisson Hotel, Flight Lounge, 17001 Pacific Highway South, SeaTac, WA; and on Friday, October 10, 1997, at 9:00 a.m., at the Spokane City Hall, City Council Chambers, West 808 Spokane Falls Boulevard, Spokane, WA.
Assistance for Persons with Disabilities: Contact Krista Braaksma by September 1, 1997, TDD (360) 753-2200, or (360) 753-5927.
Submit Written Comments to: Mike McEnaney, Chair, State Building Code Council, P.O. Box 48300, Olympia, WA 98504-8300, FAX (360) 586-5880, by October 8, 1997.
Date of Intended Adoption: November 14, 1997.
August 6, 1997
Mike McEnaney
Chair
STATE BUILDING CODE ADOPTION AND AMENDMENT OF THE 1997 EDITION OF THE
UNIFORM BUILDING CODE
NEW SECTION
WAC 51-40-001 Authority. These rules are adopted under the
authority of chapter 19.27 RCW.
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NEW SECTION
WAC 51-40-002 Purpose. The purpose of these rules is to implement
the provisions of chapter 19.27 RCW, which provides that the State
Building Code council shall maintain the State Building Code in a status
which is consistent with the purpose as set forth in RCW 19.27.020. In
maintaining the codes the council shall regularly review updated versions
of the codes adopted under the act, and other pertinent information, and
shall amend the codes as deemed appropriate by the council.
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NEW SECTION
WAC 51-40-003 Uniform Building Code. The 1997 edition of the
Uniform Building Code as published by the International Conference of
Building Officials and available from the International Conference of
Building Officials, 5360 Workman Mill Road, Whittier, California 90601
is hereby adopted by reference with the following additions, deletions,
and exceptions.
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NEW SECTION
WAC 51-40-004 Conflicts with Washington State Ventilation and
Indoor Air Quality Code. In the case of conflict between the ventilation
requirements of Chapter 12 of this code and the ventilation requirements
of chapter 51-13 WAC, the Washington State Ventilation and Indoor Air
Quality Code, the provisions of the Ventilation and Indoor Air Quality
Code shall govern.
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NEW SECTION
WAC 51-40-005 Uniform Building Code requirements for barrier-free accessibility. Chapter 11 and other Uniform Building Code requirements for barrier-free access are adopted pursuant to chapters 70.92 and 19.27 RCW.
Pursuant to RCW 19.27.040, Chapter 11 and requirements affecting
barrier-free access in Sections 1003.3.1.1, 1003.3.1.2, 1003.3.1.5,
1003.3.1.6, 1003.3.3.3, 1003.3.3.5, 1003.3.3.6, 1003.3.3.13, 1003.3.4.4,
1003.3.4.5, shall not be amended by local governments.
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NEW SECTION
WAC 51-40-007 Exceptions. The exceptions and amendments to the Uniform Building Code contained in the provisions of chapter 19.27 RCW shall apply in case of conflict with any of the provisions of these rules.
Table 10-D, Section 1607.6 and Section 3003 of the 1997 Uniform Building Code are not adopted.
The provisions of this code do not apply to temporary growing
structures used solely for the commercial production of horticultural
plants including ornamental plants, flowers, vegetables, and fruits.
"Temporary growing structure" means a structure that has the sides and
roof covered with polyethylene, polyvinyl, or similar flexible synthetic
material and is used to provide plants with either frost protection or
increased heat retention. A temporary growing structure is not
considered a building for purposes of this code.
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NEW SECTION
WAC 51-40-008 Implementation. The Uniform Building Code adopted
under chapter 51-40 WAC shall become effective in all counties and cities
of this state on July 1, 1998.
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NEW SECTION
WAC 51-40-009 Recyclable materials and solid waste storage. For
the purposes of this section, the following definition shall apply:
RECYCLED MATERIALS means those solid wastes that are separated for
recycling or reuse, such as papers, metals and glass.
All local jurisdictions shall require that space be provided for the
storage of recycled materials and solid waste for all new buildings.
EXCEPTION: Group R, Division 3 and Group U Occupancies.
The storage area shall be designed to meet the needs of the
occupancy, efficiency of pickup, and shall be available to occupants and
haulers.
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NEW SECTION
WAC 51-40-0200 Chapter 2--Definitions and abbreviations.
SECTION 204 - C.
CHILD DAY CARE, shall, for the purposes of these regulations, mean
the care of children during any period of a 24 hour day.
CHILD DAY CARE HOME, FAMILY is a child day care facility, licensed
by the state, located in the family abode of the person or persons under
whose direct care and supervision the child is placed, for the care of
twelve or fewer children, including children who reside at the home.
SECTION 207 - F.
FAMILY ABODE means a single dwelling unit and accessory buildings
occupied for living purposes by a family which provides permanent
provisions for living, sleeping, eating, cooking, and sanitation.
FLOOR AREA is the area included within the surrounding exterior
walls of a building or portion thereof, exclusive of vent shafts, courts,
and gridirons. The floor area of a building, or portion thereof, not
provided with surrounding exterior wall shall be the usable area under
the horizontal projection of the roof or floor above.
SECTION 217 - P.
PORTABLE SCHOOL CLASSROOM is a structure, transportable in one or
more sections, which requires a chassis to be transported, and is
designed to be used as an educational space with or without a permanent
foundation. The structure shall be trailerable and capable of being
demounted and relocated to other locations as needs arise.
SECTION 220 - S.
STRUCTURAL OBSERVATION means the visual observation of the
structural system, for general conformance to the approved plans and
specifications. Structural observation does not include or waive the
responsibility for the inspections required by Sections 108 and 1702 or
other sections of the code.
SURGICAL AREA is the preoperating, operating, recovery and similar
rooms within an outpatient health-care center where the patients are
incapable of unassisted self-preservation.
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NEW SECTION
WAC 51-40-0302 Section 302--Mixed use or occupancy.
302.1 General. When a building is used for more than one occupancy
purpose, each part of the building comprising a distinct "occupancy", as
described in Section 301 shall be separated from any other occupancy as
specified in Section 302.4.
EXCEPTIONS:
1. When an approved spray booth constructed in accordance with the Fire Code is installed, such booth need not be separated from Group B, F, H, M or S Occupancies.
2. The following occupancies need not be separated from the uses to which they are accessory:
2.1 Assembly rooms having a floor area of not over 750 square feet (69 m2).
2.2 Administrative and clerical offices and similar rooms which do not exceed 25 percent of the floor area of the major use when not related to Group H, Division 2 and Group H, Division 3 Occupancies.
2.3 Gift shops, administrative offices and similar rooms in Group R, Division 1 Occupancies not exceeding 10 percent of the floor area of the major use.
2.4 The kitchen serving the dining area of which it is a part.
2.5 Customer waiting rooms not exceeding 450 square feet (41.8 m2) when not related to Group H Occupancies and when such waiting rooms have an exit directly to the exterior.
2.6 Offices, mercantile, food preparation establishments for off-site consumption, personal care salons or similar uses in Group R dwelling units which are conducted primarily by the occupants of a dwelling unit, which are secondary to the use of the unit for dwelling purposes, and which do not exceed 500 square feet (46.4 m).
3. An occupancy separation need not be provided between a Group R, Division 3 Occupancy and a carport having no enclosed uses above, provided the carport is entirely open on two or more sides.
4. A Group S, Division 3 Occupancy used exclusively for the parking or storage of private or pleasure-type motor vehicles need not be separated from a Group S, Division
4 Occupancy open parking garage as defined in Section 311.1.
When a building houses more than one occupancy, each portion of the
building shall conform to the requirements for the occupancy housed
therein.
An occupancy shall not be located above the story or height set
forth in Table 5-B, except as provided in Section 506. When a mixed
occupancy building contains a Group H, Division 6 Occupancy the portion
containing the Group H, Division 6 Occupancy shall not exceed three
stories or 55 feet (16 764 mm) in height.
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NEW SECTION
WAC 51-40-0303 Section 303--Requirements for Group A occupancies.
303.5 Light, Ventilation and Sanitation. In Group A Occupancies, light,
ventilation and sanitation shall be as specified in Chapters 12 and 29.
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NEW SECTION
WAC 51-40-0304 Section 304--Requirements for Group B occupancies.
304.2.2.1 Laboratories and vocational shops. Laboratories or groups of
laboratories under the same management and vocational shops in buildings
used for educational purposes, and similar areas containing hazardous
materials, shall be separated from each other and other portions of the
building by not less than a one-hour fire-resistive occupancy separation.
Laboratories or groups of laboratories may include accessory support
areas such as offices. When the quantities of hazardous materials in
such uses do not exceed those listed in Table 3-D or 3-E, the
requirements of Sections 307.5 and 307.8 shall apply. When the
quantities of hazardous materials in such uses exceed those allowed by
Table 3-D or 3-E, the use shall be classified as the appropriate Group
H Occupancy.
Laboratories having an occupant load of 10 or more shall have at
least two exits from the room and all portions of the room shall be
within 75 feet (22 860 mm) of an exit.
304.5 Light, Ventilation and Sanitation. In Group B Occupancies, light,
ventilation and sanitation shall be as specified in Chapters 12 and 29.
304.5.1 is not adopted.
304.5.2 is not adopted.
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NEW SECTION
WAC 51-40-0305 Section 305--Requirements for Group E occupancies.
305.1 Group E Occupancies Defined. Group E Occupancies shall be:
Division 1. Any building used for educational purposes through the
12th grade by 50 or more persons for more than 12 hours per week or four
hours in any one day.
Division 2. Any building used for educational purposes through the
12th grade by less than 50 persons for more than 12 hours per week or
four hours in any one day.
Division 3. Any building or portion thereof used for day care
purposes for more than six persons.
EXCEPTION: Family child day care homes shall be considered Group R, Division 3 Occupancies.
For occupancy separations, see Table 3-B.
305.2.3 Special provisions. Rooms in Division 1 and 2 Occupancies used
for kindergarten, first- or second-grade pupils, and Division 3
Occupancies shall not be located above or below the first story.
EXCEPTIONS:
1. Basements or stories having floor levels located within 4 feet (1219 mm), measured vertically, from adjacent ground level at the point of exit discharge, provided the basement or story has exterior exit doors at that level.
2. In buildings equipped with an automatic sprinkler system throughout, rooms used for kindergarten, first- and second-grade children or for day-care purposes may be located on the second story, provided there are at least two exit doors into separate means of egress systems as defined in Section 1007.3.
3. Division 3 Occupancies may be located above the first story in buildings of Type I construction and in Types II-F.R., II One-hour and III One-hour construction, subject to the limitation of Section 506 when:
3.1 Division 3 Occupancies containing more than 12 children per story shall not be located above the fourth floor; and
3.2 The entire story in which the day-care facility is located is equipped with an approved manual fire alarm and smoke-detection system. (See the Fire Code.) Actuation of an initiating device shall sound an audible alarm throughout the entire story. When a building fire alarm system is required by other provisions of this code or the Fire Code, the alarm system shall be connected to the building alarm system.
An approved alarm signal shall sound at an approved location in the day-care occupancy to indicate a fire alarm or sprinkler flow condition in other portions of the building; and
3.3 The day-care facility, if more than 1,000 square feet (92.9 m2) in area, is divided into at least two compartments of approximately the same size by a smoke barrier with door openings protected by smoke- and draft-control assemblies having a fire-protection rating of not less than 20 minutes. Smoke barriers shall have a fire-resistive rating of not less than one hour. In addition to the requirements of Section, occupancy separations between Division 3 Occupancies and other occupancies shall be constructed as smoke barriers. Door openings in the smoke barrier shall be tightfitting with gaskets installed as required by Section 1005, and shall be automatic closing by actuation of the automatic sprinklers, fire alarm or smoke-detection system. Openings for ducts and other heating, ventilating and air-conditioning openings shall be equipped with a minimum Class I, 250F (121C) smoke damper as defined and tested in accordance with approved recognized standards. See Chapter 35, Part IV. The damper shall close upon detection of smoke by an approved smoke detector located within the duct, or upon the activation of the fire alarm system; and
3.4 Each compartment formed by the smoke barrier has not less than two exits or exit-access doors, one of which is permitted to pass through the adjoining compartment; and
3.5 At least one exit or exit-access door from the Division 3 Occupancy shall be into a separate means of egress as defined in Section 1007.3; and
3.6 The building is equipped with an automatic sprinkler system throughout.
Stages and platforms shall be constructed in accordance with Chapter
4. For attic space partitions and draft stops, see Section 708.
305.5 Light, Ventilation and Sanitation. In Group E Occupancies, light,
ventilation and sanitation shall be as specified in Chapters 12 and 29.
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NEW SECTION
WAC 51-40-0307 Section 307--Requirements for Group H occupancies.
307.5 Light, Ventilation and Sanitation. In Group H Occupancies, light,
ventilation and sanitation shall be as specified in Chapters 12 and 29.
307.5.1 is not adopted.
307.5.2 is not adopted.
307.5.3 is not adopted.
307.5.4 is not adopted.
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NEW SECTION
WAC 51-40-0308 Section 308--Requirements for Group I occupancies.
308.5 Light, Ventilation and Sanitation. In Group I Occupancies, light,
ventilation and sanitation shall be as specified in Chapters 12 and 29.
308.5.1 is not adopted.
308.5.2 is not adopted.
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NEW SECTION
WAC 51-40-0310 Section 310--Requirements for Group R occupancies.
310.1 Group R Occupancies Defined. Group R Occupancies shall be:
Division 1. Hotels and apartment houses.
Congregate residences (each accommodating more than 10 persons).
Division 2. Not used.
Division 3. Dwellings, family child day care homes and lodging
houses.
Congregate residences (each accommodating 10 persons or less).
Foster Family Care Homes licensed by the Washington State Department
of Social and Health Services shall be permitted, as an accessory use to
a dwelling unit, for six or fewer children including those of the
resident family.
For occupancy separations, see Table 3-B.
A complete code for construction of detached one- and two-family
dwellings is in Appendix Chapter 3, Division III, of this code. When
adopted, as set forth in Section 101.3, it will take precedence over the
other requirements set forth in this code.
310.2.2 Special provisions. Walls and floors separating dwelling units
in the same building, or guest rooms in Group R, Division 1 hotel
occupancies, shall not be of less than one-hour fire-resistive
construction.
Group R, Division 1 Occupancies more than two stories in height or
having more than 3,000 square feet (279 m) of floor area above the first
story shall not be of less than one-hour fire-resistive construction
throughout, except as provided in Section 601.5.2.2.
Storage or laundry rooms that are within Group R, Division 1
Occupancies that are used in common by tenants shall be separated from
the rest of the building by not less than one-hour fire-resistive
occupancy separation. The separation between individual storage lockers
may be non-rated in rooms of 500 square feet (46.4 m) or less in area
and in sprinklered rooms of any size.
For Group R, Division 1 Occupancies with a Group S, Division 3
parking garage in the basement or first story, see Section 311.2.2.
For attic space partitions and draft stops, see Section 708.
310.5 Light, Ventilation and Sanitation. In Group R Occupancies, light,
ventilation and sanitation shall be as specified in Chapters 12 and 29.
310.9.1.6. Location within family child day care homes. In family child
day care homes operable detectors shall be located in all sleeping and
napping areas. When the family child day care home has more than one
story, and in family child day care homes with basements, an operable
detector shall be installed on each story and in the basement. In family
child day care homes where a story or basement is split into two or more
levels, the smoke detector shall be installed in the upper level, except
that when the lower level contains a sleeping or napping area, an
operable detector shall be located on each level. When sleeping rooms
are on an upper level, the detector shall be placed at the ceiling of the
upper level in close proximity to the stairway. In family child day care
homes where the ceiling height of a room open to the hallway serving the
bedrooms exceeds that of the hallway by 24 inches or more, smoke
detectors shall be installed in the hallway and the adjacent room.
Detectors shall sound an alarm audible in all areas of the building.
310.13 Family Child Day Care Homes. For family child day care homes with
more than six children, each floor level used for family child day care
purposes shall be served by two remote means of egress. Exterior exit
doors shall be operable from the inside without the use of keys or any
special knowledge or effort.
Basements located more than four feet below grade level shall not
be used for family child day care homes unless one of following
conditions exist:
1. Exit stairways from the basement open directly to the exterior
of the building without entering the first floor; or
2. One of the two required means of egress discharges directly to
the exterior from the basement level, and a self closing door is
installed at the top or bottom of the interior stair leading to the floor
above; or
3. One of the two required means of egress is an operable window
or door, approved for emergency escape or rescue, that opens directly to
a public street, public alley, yard or exit court; or
4. A residential sprinkler system is provided throughout the entire
building in accordance with National Fire Protection Association Standard
13d.
Floors located more than 4 feet above grade level shall not be
occupied by children in family day care homes.
EXCEPTIONS:
1. Use of toilet facilities while under supervision of an adult staff person.
2. Family child day care homes may be allowed on the second story if one of the following conditions exists:
2.1 Exit stairways from the second story open directly to the exterior of the building without entering the first floor; or
2.2 One of the two required means of egress discharges directly to the exterior from the second story level, and a self closing door is installed at the top or bottom of the interior stair leading to the floor below; or
2.3 A residential sprinkler system is provided throughout the entire building in accordance with National Fire Protection Association Standard 13d.
Every sleeping or napping room in a family child day care home shall
have at least one operable window for emergency rescue.
EXCEPTION: Sleeping or napping rooms having doors leading to two separate means of egress, or a door leading directly to the exterior of the building.
Rooms or spaces containing a commercial-type cooking kitchen,
boiler, maintenance shop, janitor closet, laundry, woodworking shop,
flammable or combustible storage, or painting operation shall be
separated from the family child day care area by at least one-hour fire-resistive construction.
EXCEPTION: A fire-resistive separation shall not be required where the food preparation kitchen contains only a domestic cooking range, and the preparation of food does not result
in the production of smoke or grease laden vapors.
[]
NEW SECTION
WAC 51-40-0311 Section 311--Requirements for Group S occupancies.
311.5 Light, Ventilation and Sanitation. In Group S Occupancies, light,
ventilation and sanitation shall be as specified in Chapters 12 and 29.
311.5.1 is not adopted.
311.5.2 is not adopted.
[]
NEW SECTION
WAC 51-40-0313 Section 313--Requirements for Group LC occupancies.
313.1 Group LC Occupancies Defined. Group LC Occupancies shall include
buildings, structures, or portions thereof, used for the business of
providing licensed care to clients in one of the following categories
regulated by either the Washington Department of Health or the Department
of Social and Health Services:
1. Adult family home.
2. Adult residential rehabilitation facility.
3. Alcoholism intensive inpatient treatment service.
4. Alcoholism detoxification service.
5. Alcoholism long term treatment service.
6. Alcoholism recovery house service.
7. Boarding home.
8. Group care facility.
9. Group care facility for severely and multiple handicapped
children.
10. Residential treatment facility for psychiatrically impaired
children and youth.
EXCEPTION: Where the care provided at an alcoholism detoxification service is acute care similar to that provided in a hospital, the facility shall be classified as a Group I, Division
1.1 hospital.
313.2 Construction, Height and Allowable Area.
313.2.1 General. Buildings or parts of buildings classed in Group LC
because of the use or character of the occupancy shall be limited to the
types of construction set forth in this section.
313.2.1.1 Type of construction. Except as provided herein, LC Occupancy
buildings may be of any construction type allowed in this code and shall
not exceed the limits specified in Sections 504, 505 and 506.
Group LC Occupancies which are licensed for more than six clients
and which are more than two stories in height or which have more than
3,000 square feet (279 m) above the first story shall not be less than
one-hour fire-resistive construction throughout.
EXCEPTION: Buildings which are licensed for not more than 16 clients may be of Type V-N construction provided:
1. The entire building has an interior wall and ceiling covering consisting of 1/2 inch gypsum wall board or an approved equal installed in accordance with Section 2511; and,
2. An approved smoke-detection system, supervised by an approved central, proprietary or remote station service, is installed throughout the entire structure and is
interconnected with any required sprinkler system.
For attic space partitions and draft stops, see Section 708.
313.2.1.2 Area and height. Buildings classified as Group LC Occupancy
shall not exceed, in area or height, the limitations set forth in Table
5-B for Group R, Division 1 Occupancies.
EXCEPTION: LC Occupancies licensed for six or fewer clients may be of unlimited area provided they are limited to 3 stories or less.
313.2.1.3 Mixed Occupancies. Group LC Occupancies shall be separated
from Group H occupancies by a four-hour fire-resistive occupancy
separation and shall be separated from all other occupancies by a one-hour fire-resistive assembly.
EXCEPTIONS:
1. An occupancy separation need not be provided between a Group LC Occupancy licensed for 16 or fewer clients and a carport having no enclosed use above, provided the carport is entirely open on two or more sides.
2. In a Group LC Occupancy licensed for 16 or fewer clients, the one-hour occupancy separation between a Group LC Occupancy and a Group U, Division 1 Occupancy, may be limited to the installation of materials approved for one- hour fire-resistive construction on the garage side and a self-closing, tight-fitting solid-wood door 1 3/8 inches (35 mm) in thickness, or a self-closing tight-fitting door having a fire-protection rating of not less than 20 minutes when tested in accordance with Part II of UBC Standard 7-2, which is a part of this code, is permitted in lieu of a one-hour fire assembly. Fire dampers need not be installed in air ducts passing through the wall, floor or ceiling separating a Group LC Occupancy from a Group U Occupancy, provided such ducts within the Group U Occupancy are constructed of steel having a thickness not less than 0.019 inch (0.48 mm) (No. 26 galvanized sheet gage) and having no openings into the Group U Occupancy.
3. An occupancy separation need not be provided between a Group LC, Boarding Home Occupancy and a Group R, Division 1 Occupancy.
313.3 Location on Property. For fire-resistive protection of exterior
walls and openings, as determined by location on property, see Section
503 and Chapter 6. For the purpose of this determination, LC Occupancies
licensed for six or fewer clients shall comply with provisions for Group
R, Division 3 Occupancies; and all other LC Occupancies shall comply with
provisions for Group R, Division 1 Occupancies.
313.4 Access, Means of Egress, and Emergency Escape.
313.4.1 Evacuation capability. Evacuation capability is the ability of
the clients of a licensed care facility to respond to an emergency
situation and either evacuate a building or move to a point of safety.
Clients shall be classified in one of the following levels:
I - persons physically and mentally capable of walking or
traversing a normal path to safety, including the ascent and
descent of stairs, and capable of self-preservation, without
the physical assistance of another person.
II - persons physically and mentally capable of traversing a normal
path to safety with the use of mobility aids, but unable to
ascend or descend stairs without the physical assistance of
another person.
III - persons physically or mentally unable to walk or traverse a
normal path to safety without the physical assistance of
another person.
313.4.2 Means of egress. Means of egress shall be provided as specified
in Chapter 10. For the purpose of determining egress requirements, Group
LC Occupancies shall be considered to have an occupant load factor of
300. At least two means of egress shall be required when the number of
occupants (clients and staff) is 10 or more. For all other requirements
of Chapter 10, Group LC Occupancies licensed for six or fewer clients
shall comply with provisions for Group R, Division 3 Occupancies; and all
other Group LC Occupancies shall comply with provisions for Group R,
Division 1 Occupancies.
EXCEPTIONS:
1. Means of egress illumination required by Section 1003.2.9.1 need not be provided in any Group LC Occupancy licensed for six or fewer clients.
2. In LC Occupancies with an approved automatic fire sprinkler system and approved automatic fire alarm system, waiting and resting areas may be open to the corridor provided:
2.1 Each rest area does not exceed 150 square feet, excluding the corridor width; and
2.2 Walls defining the space shall continue the construction of the corridor's wall; and
2.3 The floor on which the rest area or areas are located is divided into at least two compartments by smoke barrier walls of not less than one-hour fire-resistive construction meeting the requirements of Section 308.2.2.1 and Section 905.2.3; and
2.4 Combustible furnishings located within the rest area are flame resistant as defined by Uniform Fire Code Section 207; and
2.5 Emergency means of egress lighting is provided as required by Section 1003.2.9.1 to illuminate the area.
313.4.3 Accessibility. In new construction, Group LC Occupancies
regardless of the number of clients shall comply with accessibility
standards for Group R, Division 1 apartment buildings or congregate
residences as specified in Chapter 11.
Where a Group LC Occupancy is being established by change of
occupancy in an existing building, the building shall be altered to
comply with apartment building or congregate residence provisions of
Chapter 11 if any client is a person with disability. The alterations
shall provide the minimum necessary access appropriate for the
disabilities of clients. Any alteration, whether to accommodate a client
with disability or for another purpose, shall comply with Part III of
Chapter 11.
313.4.4 Emergency escape.
313.4.4.1 Location of sleeping rooms. In every licensed care facility,
all sleeping rooms occupied by clients with an evacuation capability of
II or III shall be located on a grade level floor which provides not less
than two means of egress which do not require clients to use stairs,
elevator, or platform lift to exit the facility.
EXCEPTIONS:
1. In a Group LC Occupancy licensed to provide care to two or fewer clients with an evacuation capability of II or III and six or fewer total clients, only one means of egress which does not require clients to use stairs, elevator or platform lift to exit the facility need be provided.
2. Sleeping rooms for clients with an evacuation capability of II or III may be located on floors other than at grade level, provided the facility is divided into at least
two compartments by smoke barriers of not less than one-hour fire-resistance meeting the requirements of Sections 308.2.2.1 and 905.2.3.
313.4.4.2 Escape windows and doors. Every sleeping room below the fourth
story (including basements) shall have at least one operable window or
door approved for emergency escape or rescue which shall open directly
into a public street, public alley, yard or exit court. The emergency
window shall be operable from the inside to provide a full, clear opening
without the use of separate tools.
EXCEPTION: The window or door may open into an atrium complying with Section 402 provided the window or door opens onto an exit balcony and the sleeping room has an exit door
which does not open into the atrium.
Escape or rescue windows shall have a minimum net clear openable
area of 5.7 square feet (0.53 m). The minimum net clear openable height
dimension shall be 24 inches (610 mm). The minimum net clear openable
width dimension shall be 20 inches (508 mm). When windows are provided
as a means of escape or rescue, they shall have a finished sill height
not more than 44 inches (1118 mm) above the floor.
Escape and rescue windows with a finished sill height below the
adjacent ground elevation shall have a window well. Window wells at
escape and rescue windows shall comply with the following:
1. The clear horizontal dimension shall allow the window to be
fully opened and provide a minimum accessible net clear opening of 9
square feet (0.84 m), with a minimum dimension of 36 inches (914 mm).
2. Window wells with a vertical depth of more than 44 inches (1118
mm) shall be equipped with an approved permanently affixed ladder or
stairs that are accessible with the window in the fully open position.
The ladder or stairs shall not encroach into the required dimensions of
the window well by more than 6 inches (152 mm).
Bars, grilles, grates or similar devices may be installed on
emergency escape windows, doors or window wells, provided:
1. The devices are equipped with approved release mechanisms which
are operable from the inside without the use of a key or special
knowledge or effort; and
2. The building is equipped with smoke detectors installed in
accordance with Section 313.8.
313.5 Light, Ventilation and Sanitation.
313.5.1 General. For the purpose of determining the light and
ventilation for Group LC Occupancies required by this section, any room
may be considered as a portion of an adjoining room when one half of the
area of the common wall is open and unobstructed and provides an opening
of not less than one tenth of the floor area of the interior room or 25
square feet (2.3 m), whichever is greater.
Exterior openings for natural light or ventilation required by this
section shall open directly onto a public way or a yard or court as set
for in Section 313.5.4.
EXCEPTIONS:
1. Required exterior openings may open into a roofed porch where the porch:
1.1 Abuts a public way, yard or court; and
1.2 Has a ceiling height of not less than 7 feet (2134 mm); and
1.3 Has a longer side at least 65 percent open and unobstructed.
2. Skylights.
313.5.2 Light. Sleeping rooms and habitable rooms within the licensed
care facility shall be provided with natural light by means of exterior
glazed openings with an area not less than one tenth of the floor area
of such rooms with a minimum of 10 square feet (0.93 m).
EXCEPTION: Kitchens may be provided with artificial light.
313.5.3 Ventilation. Group LC Occupancies shall comply with provisions
for Group R Occupancies as provided in the Washington State Ventilation
and Indoor Air Quality Code (WAC 51-13).
313.5.4 Yards and Courts.
313.5.4.1 General. This section shall apply to yards and courts adjacent
to exterior openings that provide required light or ventilation. Such
yards and courts shall be on the same property as the building.
313.5.4.2 Yards. Yards shall not be less than 3 feet (914 mm) in width
for one-story and two-story buildings. For buildings more than two
stories in height, the minimum width of the yard shall be increased at
the rate of 1 foot (305 mm) for each additional story. For buildings
exceeding 14 stories in height, the required width of the yard shall be
computed on the basis of 14 stories.
313.5.4.3 Courts. Courts shall not be less than 3 feet (914 mm) in
width. Courts having windows opening on opposite sides shall not be less
than 6 feet (1829 mm) in width. Courts bounded on three or more sides
by the walls of the building shall not be less than 10 feet (3048 mm) in
length unless bounded on one end by a public way or yard. For buildings
more than two stories in height, the court shall be increased 1 foot (305
mm) in width and 2 feet (610 mm) in length for each additional story.
For buildings exceeding 14 stories in height, the required dimensions
shall be computed on the basis of 14 stories.
Adequate access shall be provided to the bottom of all courts for
cleaning purposes. Every court more than two stories in height shall be
provided with a horizontal air intake at the bottom not less than 10
square feet (0.93 m2) in area and leading to the exterior of the building
unless abutting a yard or a public way. The construction of the air
intake shall be as required for the court walls of the building but in
no case less than one-hour fire resistive.
313.5.4.4 Eaves. Eaves over required windows shall extend no closer than
30 inches (762 mm) from the side and rear property lines. See also
Sections 503.2 and 705.
313.5.5 Sanitation.
313.5.5.1 General. Sanitation facilities shall comply with Chapter 29
and the provisions of this section. Any room in which a water closet is
located shall be separated from food preparation or storage rooms by a
self-closing tight-fitting door.
313.5.5.2 Group LC Occupancies with six or fewer clients. Group LC
Occupancies licensed for six or fewer clients shall be provided with not
less than one water closet, one lavatory and one bathtub or shower.
313.5.5.3 Group LC Occupancies with more than six clients. Group LC
Occupancies licensed for more than six clients shall provide not less
than one water closet for each 10 male clients, or fractional part
thereof, and not less than one water closet for each 8 female clients,
or fractional part thereof.
In addition, not less than one lavatory shall be provided for each
12 male clients, or fractional part thereof, and not less than one
lavatory for each 12 female clients, or fractional part thereof. Where
the number of clients of either sex exceeds 12, one lavatory shall be
added for each additional 20 males, or fractional part thereof, and one
lavatory shall be added for each additional 15 females, or fractional
part thereof.
In addition, not less than one bathtub or shower shall be provided
for every eight clients, or fractional part thereof. Where there are
female clients, one additional bathtub or shower shall be provided for
each 30 female clients, or fractional part thereof. Where the number of
total clients exceeds 150, one bathtub or shower shall be provided for
each 20 clients, or fractional part thereof, over 150 clients.
313.6 Room Dimensions.
313.6.1 Ceiling Heights. Habitable space shall have a ceiling height of
not less than 7 feet 6 inches (2286 mm) except as otherwise permitted in
this section. Kitchens, halls, bathrooms and toilet compartments may
have a ceiling height of not less than 7 feet (2134 mm) measured to the
lowest projection from the ceiling. Where exposed beam ceiling members
are spaced at less than 48 inches (1219 mm) on center, ceiling height
shall be measured to the bottom of those members. Where exposed beam
ceilings members are spaced at 48 inches (1219 mm) or more on center,
ceiling height shall be measured to the bottom of the deck supported by
these members, provided that the bottom of the members is not less than
7 feet (2134 mm) above the floor.
If any room in a building has a sloping ceiling, the prescribed
ceiling height for the room is required in only one half of the area
thereof. No portion of the room measuring less than 5 feet (1524 mm)
from the finished floor to the finished ceiling shall be included in any
computation of the minimum area thereof.
If any room has a furred ceiling, the prescribed ceiling height is
required in two thirds the area thereof, but in no case shall the height
of the furred ceiling be less than 7 feet (2134 mm).
313.6.2 Floor area. Group LC Occupancies shall have at least one room
which shall have not less than 120 square feet (11.2 m) of floor area.
Other habitable rooms except kitchens shall have an area of not less than
70 square feet (6.5 m).
313.6.3 Width. Habitable rooms other than kitchens shall not be less
than 7 feet (2134 mm) in any dimension.
313.7 Shaft and Exit Enclosures. Exits shall be enclosed as specified
in Chapter 10.
Elevator shafts, vent shafts, dumbwaiter shafts, clothes chutes and
other vertical openings shall be enclosed and the enclosure shall be as
specified in Section 711.
313.8 Smoke Detectors and Sprinkler Systems.
313.8.1 Smoke detectors.
313.8.1.1 General. Rooms within licensed care facilities that are used
for sleeping purposes shall be provided with smoke detectors. Detectors
shall be installed in accordance with the approved manufacturer's
instructions.
313.8.1.2 Additions, alterations or repairs. When the valuation of an
addition, alteration or repair to a Group LC Occupancy exceeds $1,000 and
a permit is required, or when one or more sleeping rooms is added or
created in an existing Group LC Occupancy, smoke detectors shall be
installed in accordance with Sections 313.8.1.3 and 313.8.1.4 of this
section.
EXCEPTION: Repairs to the exterior surfaces are exempt from the requirements of this section.
313.8.1.3 Power source. In new construction, required smoke detectors
shall receive their primary power from the building wiring when such
wiring is served from a commercial source and shall be equipped with a
battery backup. The detector shall emit a signal when the batteries are
low. Wiring shall be permanent and without a disconnecting switch other
than those required for overcurrent protection. Smoke detectors may be
solely battery operated when installed in existing buildings; or in
buildings without commercial power; or in buildings which undergo
alterations, repairs or additions regulated by Section 313.8.1.2.
313.8.1.4 Location. A detector shall be installed in each sleeping room
and at a point centrally located in the corridor or area giving access
to each separate sleeping area. When the licensed care facility has more
than one story or in facilities with basements, a detector shall be
installed on each story and in the basement. Where a story or basement
is split into two or more levels, the smoke detector shall be installed
on the upper level, except that when the lower level contains a sleeping
area, a detector shall be installed on each level. When sleeping rooms
are on an upper level, the detector shall be placed at the ceiling of the
upper level in close proximity to the stairway. Where the ceiling height
of a room open to a hallway serving the bedrooms exceeds that of the
hallway by 24 inches (610 mm) or more, smoke detectors shall be installed
in the hallway and in the adjacent room. Detectors shall sound an alarm
audible in all sleeping areas of the licensed care facility in which they
are located.
313.8.2 Sprinkler and standpipe systems.
313.8.2.1 Sprinkler Systems. An automatic sprinkler system shall be
installed throughout every licensed care facility three or more stories
in height or licensed for more than 16 clients. Licensed care facilities
with 16 or fewer clients, licensed to provide care for more than two
clients who have an evacuation capability of II or III, shall be provided
with an automatic sprinkler system throughout the facility.
EXCEPTION: An automatic sprinkler system need not be installed in any licensed care facility licensed for six or fewer clients regardless of the level of evacuation capability.
Where a sprinkler system is required, a system complying with UBC
Standard 9-1 shall be installed.
EXCEPTIONS:
1. An automatic sprinkler system complying with UBC Standard 9-3 may be installed in buildings of four stories or less.
2. Where a Group LC Occupancy is being established by change of occupancy in an existing building not protected by a sprinkler system as is required above for buildings
of new construction, an automatic sprinkler system complying with NFPA Standard 13d may be installed provided the care facility is licensed for not more than 16 clients.
Residential or quick-response heads shall be used in all sprinkler
systems.
313.8.2.2 Standpipe systems. Standpipe systems shall be provided where
required by Section 904.5.
313.9 Fire Alarm Systems. Group LC Occupancies licensed for more than
16 clients shall be provided with an approved manual and automatic fire
alarm system. The local alarm shall provide an alarm signal with a sound
pressure level of 15 dBA above the average ambient sound level in every
occupied space within the building. The minimum sound pressure level
shall be 70 dBA. The maximum sound pressure level shall not exceed 110
dBA at the minimum hearing distance from the audible appliance.
313.10 Heating. Licensed care facilities shall be provided with heating
facilities capable of maintaining a room temperature of 70F (21C) at
a point 3 feet (914 mm) above the floor in all habitable rooms.
313.11 Special Hazards. Chimneys and heating apparatus shall conform to
the requirements of Chapter 31 and the Mechanical Code.
In Group LC Occupancies licensed for more than six clients, the
storage, use and handling of flammable and combustible liquids shall be
in accordance with the Fire Code. In such facilities, doors leading into
rooms in which Class I flammable liquids are stored or used shall be
protected by a fire assembly having a one-hour fire-protection rating.
Such fire assembly shall be self-closing and shall be posted with a sign
on each side of the door in 1-inch (25.4 mm) block letters stating: FIRE
DOOR--KEEP CLOSED.
In Group LC Occupancies licensed for more than 16 clients, rooms
containing a boiler, central heating plant or hot-water supply boiler
shall be separated from the rest of the building by not less than a one-hour occupancy separation.
[]
NEW SECTION
WAC 51-40-0403 Section 403--Special provisions for Group B office
buildings and Group R, Division 1 Occupancies.
403.6.1 General. A central control station room for fire department
operations shall be provided. The location, size and arrangement of the
central control station shall be approved by the authority having
jurisdiction. The central control station room shall be separated from
the remainder of the building by not less than a one-hour fire-resistive
occupancy separation. It shall contain the following as a minimum:
1. The voice alarm and public address system panels.
2. The fire department communications panel.
3. Fire-detection and alarm systems annunciator panels.
4. Annunciator visually indicating the location of the elevators
and whether they are operational.
5. Status indicators and controls for air-handling systems.
6. Controls for unlocking all stairway doors simultaneously.
7. Sprinkler valve and water-flow detector display panels.
8. Emergency and standby power status indicators.
9. A telephone for fire department use with controlled access to
the public telephone system.
10. Fire pump status indicators.
11. Schematic building plans indicating the typical floor plan and
detailing the building core, means of egress, fire-protection systems,
fire fighting equipment and fire department access.
12. Work table.
[]
NEW SECTION
WAC 51-40-0405 Section 405--Stages and platforms.
Option 1 - Maintain 1997 UBC language as printed:
405.3.3.2 Roof vents. Two or more vents shall be located near the center
of and above the highest part of the stage area. They shall be raised
above the roof and provide a net free vent area equal to 5 percent of the
stage area. Vents shall be constructed to open automatically by approved
heat-activated devices. Supplemental means shall be provided for manual
operation of the ventilator from the stage floor. Vents shall be of an
approved type.
Option 2:
405.3.3.2 Roof vents. Two or more vents shall be located near the center
of and above the highest part of the stage area. They shall be raised
above the roof and provide a net free vent area equal to 5 percent of the
stage area. Vents shall be constructed to open automatically by approved
heat-activated devices. Supplemental means shall be provided for manual
operation of the ventilator from the stage floor. Vents shall be labeled
by an approved agency.
[]
NEW SECTION
WAC 51-40-0510 Section 510--Heating.
510.1 Definitions. For the purposes of this section only, the following
definitions apply.
DESIGNATED AREAS are those areas designated by a county to be an
urban growth area in Chapter 36.70A RCW and those areas designated by the
U.S. Environmental Protection Agency as being in nonattainment for
particulate matter.
SUBSTANTIALLY REMODELED means any alteration or restoration of a
building exceeding 60 percent of the appraised value of such building
within a 12 month period. For the purpose of this chapter, the appraised
value is the value as defined in Section 223 of the Uniform Building
Code.
510.2 Primary Heating Source. Primary heating sources in all new and
substantially remodeled buildings in designated areas, shall not be
dependent upon wood stoves.
510.3 Solid Fuel Burning Devices. No used solid fuel burning device
shall be installed in new or existing buildings unless such device is
United States Environmental Protection Agency certified or a pellet stove
either certified or exempt from certification by the United States
Environmental Protection Agency.
EXCEPTION: Antique wood cook stoves and heaters manufactured prior to 1940.
[]
NEW SECTION
WAC 51-40-0804 Section 804--Maximum allowable flame spread.
804.1 General. The maximum flame-spread class of finish materials used
on interior walls and ceilings shall not exceed that set forth in Table
8-B.
EXCEPTIONS:
1. Except in Group I Occupancies and in enclosed vertical exits, Class III may be used in other means of egress and rooms as wainscoting extending not more than 48 inches (1219 mm) above the floor and for tack and bulletin boards covering not more than 5 percent of the gross wall area of the room.
2. In other than Group I, Division 1.1, 1.2 or 2 suites complying with Section 1007.5, when a sprinkler system complying with UBC Standard 9-1 or 9-3 is provided, the flame-spread classification rating may be reduced one classification, but in no case shall materials having a classification greater than Class III be used.
3. The exposed faces of Type IV-H.T., structural members and Type IV-H.T., decking and planking, where otherwise permissible under this code, are excluded from flame-spread requirements.
[]
NEW SECTION
WAC 51-40-0902 Section 902--Standards of quality.
Fire-extinguishing systems, including automatic sprinkler systems, Class
I, Class II and Class III standpipe systems, special automatic
extinguishing systems, basement pipe inlets, smoke-control systems, and
smoke and heat vents shall be approved and shall be subject to such
periodic tests as may be required.
The standards listed below labeled a "UBC Standard" are also listed
in Chapter 35, Part II, and are part of this code. The other standards
listed below are recognized standards (see Sections 3503 and 3504).
1. Fire-extinguishing system.
1.1 UBC Standard 9-1, Installation of Sprinkler Systems
1.2 UBC Standard 9-3, Installation of Sprinkler Systems in Group R Occupancies Four Stories or Less
1.3 NFPA Standard 13d, as published by the National Fire
Protection Association, 1994 edition
2. Standpipe systems.
UBC Standard 9-2, Standpipe Systems
3. Smoke control.
3.1 UBC Standard 7-2, Fire Test of Door Assemblies
3.2 UL 555, Fire Dampers
3.3 UL 555C, Ceiling Dampers
3.4 UL 555S, Leakage Rated Dampers for Use in Smoke Control Systems
3.5 UL 33, Heat Response Links for Fire Protection Service
3.6 UL 353, Limit Controls
4. Smoke and heat vents.
UBC Standard 15-7, Automatic Smoke and Heat Vents
[]
NEW SECTION
WAC 51-40-0904 Section 904--Fire-extinguishing systems.
904.1.2 Standards. Fire-extinguishing systems shall comply with UBC
Standards 9-1 and 9-2.
EXCEPTIONS:
1. Automatic fire-extinguishing systems not covered by UBC Standard 9-1 or 9-2 shall be approved and installed in accordance with approved standards.
2. Automatic sprinkler systems may be connected to the domestic water-supply main when approved by the building official, provided the domestic water supply is of adequate pressure, capacity and sizing for the combined domestic and sprinkler requirements. In such case, the sprinkler system connection shall be made between the public water main or meter and the building shutoff valve, and there shall not be intervening valves or connections. The fire department connection may be omitted when approved by the fire department.
3. Automatic sprinkler systems in Group R Occupancies four stories or less may be in accordance with UBC Standard 9-3.
4. Sprinklers are not required at the top of noncombustible hoistways of passenger elevators whose car enclosure materials meet the requirements of ASME A17.1, Safety
Code for Elevators and Escalators.
904.2.2 All occupancies except Group R, Division 3 and Group U
Occupancies. Except for Group R, Division 3 and Group U Occupancies, an
automatic sprinkler system shall be installed:
1. In every story or basement of all buildings when the floor area
exceeds 1,500 square feet (139.4 m2) and there is not provided at least
20 square feet (1.86 m2) of opening entirely above the adjoining ground
level in each 50 lineal feet (15 240 mm) or fraction thereof of exterior
wall in the story or basement on at least one side of the building.
Openings shall have a minimum dimension of not less than 30 inches (762
mm). Such openings shall be accessible to the fire department from the
exterior and shall not be obstructed in a manner that fire fighting or
rescue cannot be accomplished from the exterior.
When openings in a story are provided on only one side and the
opposite wall of such story is more than 75 feet (22 860 mm) from such
openings, the story shall be provided with an approved automatic
sprinkler system, or openings as specified above shall be provided on at
least two sides of an exterior wall of the story.
If any portion of a basement is located more than 75 feet (22 860
mm) from openings required in this section, the basement shall be
provided with an approved automatic sprinkler system.
2. At the top of rubbish and linen chutes and in their terminal
rooms. Chutes extending through three or more floors shall have
additional sprinkler heads installed within such chutes at alternate
floors. Sprinkler heads shall be accessible for servicing.
3. In rooms where nitrate film is stored or handled.
4. In protected combustible fiber storage vaults as defined in the
Fire Code.
5. Throughout all buildings with a floor used for human occupancy
that is located 75 feet (22 860 mm) or more above the lowest level of
fire department vehicle access.
EXCEPTIONS:
1. Airport control towers.
2. Open parking structures.
3. Group F, Division 2 Occupancies.
904.2.4.1 General (Group E Occupancies). An automatic fire-extinguishing
system shall be installed in all newly constructed buildings classified
as Group E, Division 1 Occupancy. A minimum water supply meeting the
requirements of UBC Standard 9-1 shall be required. The chief of the
fire department may reduce fire flow requirements for buildings protected
by an approved automatic sprinkler system.
For the purpose of this section, additions exceeding 60 percent of
the value of such building or structure, or alterations and repairs to
any portion of a building or structure within a twelve-month period that
exceeds 100 percent of the value of such building or structure shall be
considered new construction. In the case of additions, area separation
walls shall define separate buildings.
EXCEPTION: Portable school classrooms, provided:
1. Aggregate area of clusters of portable school classrooms does not exceed 5,000 square feet (1465 m); and
2. Clusters of portable school classrooms shall be separated as required in Chapter 5.
When not required by other provisions of this chapter, a fire-extinguishing system installed in accordance with UBC Standard 9-1 may
be used for increases and substitutions allowed in Sections 505, 506, and
508.
[]
NEW SECTION
WAC 51-40-1000 Chapter 10--Means of egress.
[]
NEW SECTION
WAC 51-40-1002 Definitions.
Smoke-Protected Assembly Seating is an assembly area wherein the
roof is not less than 15 feet (4500 mm) above the highest cross aisle or
seat row, and having smoke-actuated venting facilities within that part
of the roof sufficient to maintain the level of smoke at least 6 feet
(1830 mm) above the highest seat or walking level.
[]
NEW SECTION
WAC 51-40-1003 General egress requirements.
1003.3.1.1 General (Doors). For the purposes of Section 1003.3.1, the
term "exit door" shall mean all of those doors or doorways along the path
of exit travel anywhere in a means of egress system.
Exit doors serving the means of egress system shall comply with the
requirements of Section 1003.3.1. Where additional doors are installed
for egress purposes, they shall conform to all requirements of this
section. Buildings or structures used for human occupancy shall have at
least one exterior exit door that meets the requirements of Section
1003.3.1.3. Section 1003.3.1.5 shall apply to all exit doors within an
accessible route, regardless of occupant load.
Exit doors shall be readily distinguishable from the adjacent
construction and shall be easily recognizable as exit doors. Mirrors or
similar reflecting materials shall not be used on exit doors, and exit
doors shall not be concealed by curtains, drapes, decorations and similar
materials.
1003.3.1.2 Special Doors. Revolving, sliding and overhead doors serving
an occupant load of 10 or more shall not be used as required exit doors.
Where revolving or overhead doors or turnstiles are used, an adjacent
accessible gate or door shall be provided where an accessible route is
required by Chapter 11.
EXCEPTIONS:
1. Approved revolving doors having leaves that will collapse under opposing pressures may be used, provided
1.1 Such doors have a minimum width of 6 feet 6 inches (1981 mm).
1.2 At least one conforming exit door is located adjacent to each revolving door.
1.3 The revolving door shall not be considered to provide any required width when computing means of egress width in accordance with Section 1003.2.3.
2. Horizontal sliding doors complying with UBC Standard 7-8 may be used
2.1 In elevator lobby separations.
2.2 In other than Groups A and H Occupancies, where smoke barriers are required.
2.3 In other than Group H Occupancies, where serving an occupant load of less than 50.
Power-operated doors complying with UBC Standard 10-1 may be used
for egress purposes. Such doors, where swinging, shall have two guide
rails installed on the swing side projecting out from the face of the
door jambs for a distance not less than the widest door leaf. Guide rails
shall not be less than 30 inches (762 mm) in height with solid or mesh
panels to prevent penetration into door swing and shall be capable of
resisting a horizontal load at top of rail of not less than 50 pounds per
lineal foot (730 N/m).
EXCEPTIONS:
1. Walls or other types of separators may be used in lieu of the above guide rail, provided all the criteria are met.
2. Guide rails in industrial or commercial occupancies not accessible to the public may comply with the exception to Section 509.3.
3. Doors swinging toward flow of traffic shall not be permitted unless actuating devices start to function at least 8 feet 11 inches (2718 mm) beyond the door in an open
position and guide rails extend 6 feet 5 inches (1956 mm) beyond the door in an open position.
Clearances for guide rails shall be as follows:
1. Six inches (152 mm) maximum between rails and leading edge of
door at the closest point in its arc of travel.
2. Six inches (152 mm) maximum between rails and the door in an
open position.
3. Two inches (51 mm) minimum between rail at hinge side and door
in an open position.
4. Two inches (51 mm) maximum between freestanding rails and jamb
or other adjacent surface.
1003.3.1.5 Swing and Opening Force. Exit doors serving an occupant load
of 10 or more shall be of the pivoted or side-hinged swinging type. Exit
doors shall swing in the direction of the path of exit travel where the
area served has an occupant load of 50 or more. The door shall swing to
the fully open position when an opening force not to exceed 30 pounds
(133.45 N) is applied to the latch side. Within an accessible route,
such force shall not exceed 8.5 pounds (37.8 N) at exterior doors; and
shall not exceed 5 pounds (22.24 N) at sliding and folding doors and
interior swinging doors. At exterior doors where environmental
conditions require greater closing pressure, power-operated doors shall
be used within the accessible route. For other door-opening forces, see
Chapter 11 and Section 905.3. See Section 3207 for doors swinging over
public property.
EXCEPTIONS:
1. Group I, Division 3 Occupancy used as a place of detention.
2. In other than accessible dwelling units, doors within or serving an individual dwelling unit.
3. Special door conforming with Section 1003.3.1.2.
4. The opening force at required fire doors within an accessible route may be not greater than 30 pounds (133.45 N).
A double-acting door shall be provided with a view panel of not less than
200 square inches (0.129 m2).
1003.3.1.6 Floor Level at Doors. Regardless of the occupant load served,
there shall be a floor or a landing on each side of a door. Where access
for persons with disabilities is required by Chapter 11, the floor or
landing shall not be more than 1/2 inch (13 mm) lower than the threshold
of the doorway. Where such access is not required, the threshold shall
not exceed 1 inch (25 mm). Landings shall be level except that exterior
landings, may have a slope not to exceed 1/4 unit vertical in 12 units
horizontal (2% slope).
EXCEPTIONS:
1. In Group R, Division 3, and Group U Occupancies and within individual units of Group R, Division 1 Occupancies:
1.1. A door may open at the top of an interior flight of stairs, provided the door does not swing over the top step.
1.2. A door may open at a landing which is not more than 8 inches (203 mm) lower than the floor level, provided the door does not swing over the landing.
1.3. Screen doors and storm doors may swing over stairs, steps or landings.
2. Doors serving building equipment rooms which are not normally occupied.
3. At exterior sliding doors within accessible dwelling units, the floor or landing may be no more than 3/4 inch (19 mm) lower than the threshold of the doorway,
including the sliding door tracks, provided that an additional accessible entrance door is provided into the dwelling unit.
1003.3.1.10 Special Egress-control Devices. When approved by the
building official, exit doors in Group B; Group F; Group I, Divisions
1.1, 1.2 and 2; Group M, Group LC Occupancies, and Group S Occupancies
may be equipped with approved listed special egress-control devices,
provided the building is protected throughout by an approved automatic
sprinkler system and an approved automatic smoke-detection system. Such
devices shall conform to all of the following:
1. The egress-control device shall automatically deactivate upon
activation of either the sprinkler system or the smoke-detection system.
2. The egress-control device shall automatically deactivate upon
loss of electrical power to any one of the following:
2.1 The egress-control device itself.
2.2 The smoke-detection system.
2.3 Means of egress illumination as required by Section 1003.2.9.
3. The egress-control device shall be capable of being deactivated
by a signal from a switch located in an approved location.
4. An irreversible process which will deactivate the egress-control
device shall be initiated whenever a manual force of not more than 15
pounds (66.72 N) is applied for two seconds to the panic bar or other
door-latching hardware. The egress-control device shall deactivate
within an approved time period not to exceed a total of 15 seconds. The
time delay established for each egress-control device shall not be field
adjustable.
5. Actuation of the panic bar or other door-latching hardware shall
activate an audible signal at the door.
6. The unlatching shall not require more than one operation.
A sign shall be provided on the door located above and within 12
inches (305 mm) of the panic bar or other door-latching hardware reading:
KEEP PUSHING. THE DOOR WILL OPEN IN . . . . SECONDS.
ALARM WILL SOUND.
Sign letter shall be at least 1 inch (25 mm) in height and shall
have a stroke of not less than 1/8 inch (3.2 mm).
Regardless of the means of deactivation, relocking of the egress-control device shall be by manual means only at the door.
EXCEPTION: Subject to the approval of the building official, special units for the care of dementia patients in nursing homes which are identified and approved by the state agency
licensing such units, may use special egress-control devices where a panic bar is not part of the egress-control mechanism.
1003.3.3.1 General (Stairways).
Every stairway having two or more risers serving any building or portion
thereof shall conform to the requirements of Section 1003.3.3. For the
purposes of Section 1003.3.3, the term "stairway" shall include stairs,
landings, handrails and guardrails as applicable. When aisles in
assembly rooms have steps, they shall conform with the requirements in
Section 1004.3.2. For the purpose of this chapter, the term "step" shall
mean those portions of the means of egress achieving a change in
elevation by means of a single riser. Individual steps shall comply with
the detailed requirements of this chapter which specify applicability to
steps.
EXCEPTIONS:
1. Stairs or ladders used only to attend equipment or window wells are exempt from the requirements of this section.
2. Stairs or ladders within an individual dwelling unit used to gain access to areas of 200 square feet (18.6 m) or less, and not containing the primary bathroom or
kitchen, are exempt from the requirements of this section.
Stairways located in a building required to be accessible shall also
comply with Chapter 11.
1003.3.3.3 Rise and Run. The rise of steps and stairs shall not be less
than 4 inches (102 mm) nor more than 7- inches (190 mm). The greatest
riser height within any flight of stairs shall not exceed the smallest
by more than 3/8 inch (9.5 mm). Except as permitted in Sections
1003.3.3.8.1, 1003.3.3.8.2 and 1003.3.3.8.3, the run shall not be less
than 10 inches (254 mm), as measured horizontally between the vertical
planes of the furthermost projections of adjacent treads or nosings.
Stair treads shall be of uniform size and shape except the largest tread
run within any flight of stairs shall not exceed the smallest by more
than 3/8 inch (9.5 mm).
EXCEPTIONS:
1. Private steps and stairways serving an occupant load of less than 10 and stairways to unoccupied roofs may be constructed with an 8-inch-maximum (203 mm) rise and a 9-inch-minimum (229 mm) run.
2. Where the bottom or top riser adjoins a sloping public way, walk or driveway having an established grade and serving as a landing, the bottom or top riser may be
reduced along the slope.
Where Exception 2 to Section 1103.2.2 is used in a building design,
the run of stair treads shall not be less than 11 inches (279 mm), as
measured horizontally between the vertical planes of the furthermost
projections of adjacent tread. The largest tread run within any flight
of stairs shall not exceed the smallest by more than 3/8 inch (9.5 mm).
1003.3.3.6 Handrails. Stairways shall have handrails on each side, and
every stairway required to be more than 88 inches (2235 mm) in width
shall be provided with not less than one intermediate handrail for each
88 inches (2235 mm) of required width. Intermediate handrails shall be
spaced approximately equally across the entire width of the stairway.
EXCEPTIONS:
1. Stairways less than 44 inches (1118 mm) in width or stairways serving one individual dwelling unit in Group R, Division 1 or 3 Occupancies or a Group R, Division 3 congregate residence may have one handrail. This exception shall not be used concurrently with the second exception to the first paragraph of Section 1103.2.2.
2. Private stairways 30 inches (762 mm) or less in height may have handrails on one side only. This exception shall not be used concurrently with the second exception to the first paragraph of Section 1103.2.2.
3. Stairways having less than four risers and serving one individual dwelling unit in Group R, Division 1 or 3, or a Group R, Division 3 congregate residence or Group U
Occupancies need not have handrails.
The top of handrails and handrail extensions shall be placed not
less than 34 inches (864 mm) or more than 38 inches (965 mm) above
landings and the nosing of treads. Handrails shall be continuous the
full length of the stairs and, except for private stairways, at least one
handrail shall extend in the direction of the stair run not less than 12
inches (305 mm) beyond the top riser nor less than a length equal to one
tread depth plus 12 inches (305 mm) beyond the bottom riser. Ends shall
be returned or shall terminate in newel posts or safety terminals.
EXCEPTIONS:
1. Private stairways do not require handrail extensions.
2. Handrails may have starting newel posts within the first tread on stairways in Group R, Division 3 Occupancies and within individual dwelling units of Group R, Division
1 Occupancies.
The handgrip portion of handrails shall not be less than 1 1/4
inches (32 mm) nor more than 2 inches (51 mm) in cross-sectional
dimension or the shape shall provide an equivalent gripping surface. The
handgrip portion of handrails shall have a smooth surface with no sharp
corners. Handrails projecting from a wall shall have a space of not less
than 1 1/2 inches (38 mm) between the wall and the handrail.
1003.3.3.13 Stairway Identification. Stairway identification signs shall
be located at each floor level in all enclosed stairways in buildings
four or more stories in height. The sign shall identify the stairway,
indicate whether or not there is roof access, the floor level, and the
upper and lower terminus of the stairway. The sign shall be located
approximately 5 feet (1524 mm) above the landing floor in a position that
is readily visible when the door is in either the open or closed
position. Signs shall comply with requirements of U.B.C. Standard 10-2.
Each door to a floor level also shall have a tactile sign, including
raised letters and Braille, identifying the floor level and shall comply
with Part II of Chapter 11.
Option 1 Maintain existing state amendment:
1003.3.4.4 Landings (Ramps). Ramps having slopes steeper than 1 unit
vertical in 15 units horizontal (6.7% slope) shall have landings at the
top and bottom, and at least one intermediate landing shall be provided
for each 5 feet (1524 mm) of vertical rise measured between the
horizontal planes of adjacent landings. Landing shall have a dimension
measured in the direction of ramp run of not less than 5 feet (1524 mm).
Landings shall provide maneuvering clearances at doors as required in
Chapter 11.
Option 2 Maintain 1997 UBC language as printed:
1003.3.4.4 Landings (Ramps). Ramps having slopes steeper than 1 unit
vertical in 20 units horizontal (5% slope) shall have landings at the top
and bottom, and at least one intermediate landing shall be provided for
each 5 feet (1524 mm) of vertical rise measured between the horizontal
planes of adjacent landings. Landings shall have a dimension measured
in the direction of ramp run of not less than 5 feet (1524 mm). Landings
shall provide maneuvering clearances at doors as required in Chapter 11.
Option 1 Maintain existing state amendment:
1003.3.4.5 Handrails (Ramps). Ramps having slopes steeper than 1 unit
vertical in 15 units horizontal (6.7% slope) shall have handrails as
required for stairways, except that intermediate handrails shall not be
required. At least one handrail shall extend in the direction of ramp
run not less than 12 inches (305 mm) horizontally beyond the top and
bottom of the ramp runs. Ramped aisles serving fixed seating shall have
handrails as required in Section 1004.3.2.
Option 2 Maintain 1997 UBC language as printed:
1003.3.4.5 Handrails (Ramps). Ramps having slopes steeper than 1 unit
vertical in 20 units horizontal (5.0% slope) shall have handrails as
required for stairways, except that intermediate handrails shall not be
required. At least one handrail shall extend in the direction of ramp
run not less than 12 inches (305 mm) horizontally beyond the top and
bottom of the ramp runs. Ramped aisles serving fixed seating shall have
handrails as required in Section 1004.3.2.
[]
NEW SECTION
WAC 51-40-1004 The exit access.
1004.3.2.3.1 Width. The clear width of aisles shall be based on the
number of fixed seats served by the aisle. The required width of aisles
serving fixed seats shall not be used for any other purpose.
The clear width of an aisle in inches shall not be less than the
occupant load served by the aisle multiplied by 0.3 for aisles with
slopes greater than 1 unit vertical to 8 units horizontal (12.5% slope)
and not less than 0.2 for aisles with a slope of 1 unit vertical to 8
units horizontal (12.5% slope) or less. In addition, when the rise of
steps in aisles exceeds 7 inches (178 mm), the aisle clear width shall
be increased by 1 inches (32 mm) for each 100 occupants or fraction
thereof served for each inch (6.35 mm) of riser height above 7 inches
(178 mm).
EXCEPTION: For buildings with smoke-protected assembly seating and for which an approved life-safety evaluation is conducted, the minimum clear width of aisles and other means
of egress may be in accordance with Table 10-D. For Table 10-D, the number of seats specified must be within a single assembly area, and interpolation shall be
permitted between the specified values shown. If Table 10-D is used the minimum clear widths shown shall be modified in accordance with the following:
1. Where risers exceed 7 inches (178 mm) in height, multiply the stairway width in the tables by factor A, where:
[Open Style:Columns Off]
[Open Style:Columns On]
Where risers do not exceed 7 inches (178 mm) in height, A = 1.
2. Stairways not having a handrail within a 30-inch (762 mm) horizontal distance shall be 25 percent wider than otherwise calculated, i.e., multiply by B = 1.25. For
all other stairs, B = 1.
3. Ramps steeper than 1 unit vertical in 10 units horizontal (10% slope) where used in ascent shall have their width increased by 10 percent, i.e., multiply by C = 1.10.
For ramps not steeper than 1 unit vertical in 10 units horizontal (10% slope), C = 1. Where fixed seats are arranged in rows, the clear width of aisles shall not be less
than set forth above or less than the following minimum widths:
3.1 Forty-eight inches (1219 mm) for stairways having seating on both sides.
3.2 Thirty-six inches (914 mm) for stairways having seating on one side.
3.3 Twenty-three inches (584 mm) between a stairway handrail and seating where the aisles are subdivided by the handrail.
3.4 Forty-two inches (1067 mm) for level or ramped aisles having seating on both sides.
3.5 Thirty-six inches (914 mm) for level or ramped aisles having seating on one side.
3.6 Twenty-three inches (584 mm) between a stairway handrail and seating where an aisle does not serve more than five rows on one side.
Where exit access is possible in two directions, the width of such
aisles shall be uniform throughout their length. Where aisles converge
to form a single path of exit travel, the aisle width shall not be less
than the combined required width of the converging aisles.
1004.3.2.5.2 Where required. Aisles with a slope steeper than 1 unit
vertical in 8 units horizontal (12.5% slope) shall consist of a series
of risers and treads extending across the entire width of the aisle,
except as provided in Section 1004.3.2.6.
The height of risers shall not be more than 8 inches (203 mm) nor
less than 4 inches (102 mm) and the tread run shall not be less than 11
inches (279 mm). The riser height shall be uniform within each flight and
the tread run shall be uniform throughout the aisle. Variations in run
or height between adjacent treads or risers shall not exceed 3/16 inch
(4.8 mm).
EXCEPTION: Where the slope of aisle steps and the adjoining seating area is the same, the riser heights may be increased to a maximum of 9 inches (229 mm) and may be nonuniform,
but only to the extent necessitated by changes in the slope of the adjoining seating area to maintain adequate sight lines. Variations may exceed 3/16 inch (4.8 mm)
between adjacent risers, provided the exact location of such variations is identified with a marking stripe on each tread at the nosing or leading edge adjacent to the
nonuniform riser. The marking stripe shall be distinctively different from the contrasting marking stripe.
A contrasting marking stripe or other approved marking shall be
provided on each tread at the nosing or leading edge such that the
location of each tread is readily apparent when viewed in descent. Such
stripe shall be a minimum of 1 inch (25 mm) wide and a maximum of 2
inches (51 mm) wide.
EXCEPTION: The marking stripe may be omitted where tread surfaces are such that the location of each tread is readily apparent when viewed in descent.
1004.3.2.6 Ramp Slope. The slope of ramped aisles shall not be more than
1 unit vertical in 8 units horizontal (12.5% slope). Ramped aisles shall
have a slip-resistant surface.
EXCEPTION: When provided with fixed seating, theaters may have a slope not steeper than 1 unit vertical in 5 units horizontal (20% slope).
1004.3.4.5 Elevators. Elevators opening into a corridor shall be
provided with an elevator lobby at each floor containing such a corridor.
The lobby shall completely separate the elevators from the corridor by
construction conforming to Section 1004.3.4.3.1 and all openings into the
lobby wall contiguous with the corridor shall be protected as required
by Section 1004.3.4.3.2.
EXCEPTIONS:
1. In office buildings, separations need not be provided from a street floor lobby, provided the entire street floor is protected with an automatic sprinkler system.
2. Elevators not required to meet the shaft enclosure requirements of Section 711.
3. When additional doors are provided in accordance with Section 3007.
4. Where elevator shafts are pressurized in accordance with Section 905, elevator lobbies need not be provided.
Elevator lobbies shall comply with Section 3002.
[]
NEW SECTION
WAC 51-40-1007 Means of egress requirements based on occupancy.
1007.5.9.1 Suites
General. A group of rooms in a Group I, Division 1.1, Division 1.2 or
Division 2 Occupancy may be considered a suite when it complies with the
following:
1. Size. Suites of rooms, other than suites containing patient
sleeping rooms, shall not exceed 10,000 square feet (928.5 m) in area.
Suites containing patient sleeping rooms shall not exceed 5,000 square
feet (465 m) in area.
2. Occupancy separation. Each suite of rooms shall be separated
from the remainder of the building by not less than one-hour fire-resistive occupancy separation.
3. Visual supervision. Each patient sleeping room in the suite
shall be located to permit direct visual supervision by the facility
staff.
4. Other exits. Exiting for portions of the building outside of
a suite shall not require passage through the suite.
[]
[Open Style:Columns Off]
NEW SECTION
WAC 51-40-1091 Table 10-A.
[Open Style:Columns On]
[]
NEW SECTION
WAC 51-40-1100 Chapter 11--Accessibility.
[]
PART I - GENERAL
NEW SECTION
WAC 51-40-1101 Section 1101--Scope.
1101.1 General. Buildings or portions of buildings shall be accessible
to persons with disabilities as required by this chapter.
Chapter 11 has been amended to comply with the Federal Fair Housing
Act (FFHA) Guidelines as published by the U.S. Department of Housing and
Urban Development (March 1991) and the Americans With Disabilities Act
(ADA) Guidelines as published by the U.S. Architectural and
Transportation Barriers Compliance Board and Department of Justice (July
1991).
Reference is made to Appendix Chapter 11 for FFHA and ADA
requirements not regulated by this chapter. See Section 101.3.
1101.2 Design. The design and construction of accessible building
elements shall be in accordance with this chapter. For a building,
structure or building element to be considered to be accessible, it shall
be designed and constructed to the minimum provisions of this chapter.
1101.3 Maintenance of Facilities. Any building, facility, dwelling unit,
or site which is constructed or altered to be accessible or adaptable
under this chapter shall be maintained accessible and/or adaptable during
its occupancy.
1101.4 Alternate Methods. The application of Section 104.2.8 to this
chapter shall be limited to the extent that alternate methods of
construction, designs, or technologies shall provide substantially
equivalent or greater accessibility.
1101.5 Modifications. Where full compliance with this chapter is
impractical due to unique characteristics of the terrain, the building
official may grant modifications in accordance with Section 104.2.7,
provided that any portion of the building or structure that can be made
accessible shall be made accessible to the greatest extent practical.
[]
NEW SECTION
WAC 51-40-1102 Section 1102--Definitions.
Section 1102. For the purpose of this chapter certain terms are defined
as follows:
ACCESSIBLE is approachable and usable by persons with disabilities.
ACCESS AISLE is an accessible pedestrian space between elements,
such as parking spaces, seating, and desks, that provides clearances
appropriate for use of the elements.
ACCESSIBLE EXIT is an exit, as defined in Section 1101.2, which
complies with this chapter and does not contain stairs, steps, or
escalators.
ACCESSIBLE ROUTE OF TRAVEL is a continuous unobstructed path
connecting all accessible elements and spaces in an accessible building
or facility that can be negotiated by a person using a wheelchair and
that is usable by persons with other disabilities.
ALTERATION (See Section 1110).
ALTERATION, SUBSTANTIAL (See Section 1110).
AREA FOR EVACUATION ASSISTANCE is an accessible space which is
protected from fire and smoke and which facilitates egress.
AUTOMATIC DOOR is a door equipped with a power-operated mechanism
and controls that open and close the door automatically upon receipt of
a momentary actuating signal. The switch that begins the automatic cycle
may be a photoelectric device, floor mat, or manual switch (see also,
Power-assisted Door).
CLEAR is unobstructed.
CLEAR FLOOR SPACE is unobstructed floor or ground space (see Section
1106.2).
COMMON USE AREAS are rooms, spaces or elements inside or outside a
building that are made available for use by occupants of and visitors to
the building.
CROSS SLOPE is the slope that is perpendicular to the direction of
travel.
CURB RAMP is a short ramp cutting through or built up to a curb.
DETECTABLE WARNING is a standardized surface feature built in or
applied to walking surfaces or other elements to warn visually impaired
persons of hazards on a circulation path.
DWELLING UNIT, TYPE A is an accessible dwelling unit that is
designed and constructed in accordance with this chapter to provide
greater accessibility than a Type B dwelling unit. (Type A dwelling
units constructed in accordance with this Chapter also meet the design
standards for Type B dwelling units.)
DWELLING UNIT, TYPE B is an accessible dwelling unit that is
designed and constructed in accordance with this chapter. (Type B
Dwelling Unit Standards are based on the U.S. Department of Housing and
Urban Development (HUD) Federal Fair Housing Act Accessibility
Guidelines.)
ELEMENT is an architectural or mechanical component of a building,
facility, space, or site, such as telephones, curb ramps, doors, drinking
fountains, seating, or water closets.
GROUND FLOOR is any occupiable floor less than one story above or
below grade with direct access to grade. A building may have more than
one ground floor.
LANDING is a level area (except as otherwise provided), within or
at the terminus of a stair or ramp.
MARKED CROSSING is a crosswalk or other identified path intended for
pedestrian use in crossing a vehicular way.
MULTISTORY DWELLING UNIT is a dwelling unit with finished living
space located on one floor, and the floor or floors immediately above or
below it.
PATH OF TRAVEL (See Section 1110).
PERSON WITH DISABILITY is an individual who has an impairment,
including a mobility, sensory, or cognitive impairment, which results in
a functional limitation in access to and use of a building or facility.
POWER-ASSISTED DOOR is a door used for human passage, with a
mechanism that helps to open the door, or relieve the opening resistance
of a door, upon the activation of a switch or a continued force applied
to the door itself.
PRIMARY ENTRANCE is a principal entrance through which most people
enter the building. A building may have more than one primary entrance.
PRIMARY ENTRANCE LEVEL is the floor or level of the building on
which the primary entrance is located.
PRIMARY FUNCTION is a major function for which the facility is
intended.
PUBLIC USE AREAS are those interior or exterior rooms or spaces
which are made available to the general public. Public use may be
provided at a privately or publicly owned building or facility.
RAMP is any walking surface having a running slope exceeding 1 unit
vertical in 48 units horizontal.
SERVICE ENTRANCE is an entrance intended primarily for delivery of
goods or services.
SINGLE-STORY DWELLING UNIT is a dwelling unit with all finished
living spaces located on one floor.
SITE is a parcel of land bounded by a property line or a designated
portion of a public right-of-way.
TACTILE is an object that can be perceived using the sense of touch.
TECHNICALLY INFEASIBLE (See Section 1110).
TEXT TELEPHONE is machinery or equipment that employs interactive
graphic (e.g., typed) communications through the transmission of coded
signals across the standard telephone network. Text telephones include
telecommunications display devices or telecommunications devices for the
deaf (TDD's), or computers.
VEHICULAR WAY is a route intended for vehicular traffic, such as a
roadway, driveway, or parking lot, located on a site.
[]
PART II - NEW CONSTRUCTION
NEW SECTION
WAC 51-40-1103 Section 1103--Building accessibility.
Section 1103.1 Where Required.
1103.1.1 General. Accessibility to temporary or permanent buildings or
portions thereof shall be provided for all occupancy classifications
except as modified by this chapter. See also Appendix Chapter 11.
EXCEPTIONS:
1. Floors or portions of floors not customarily occupied, including, but not limited to, elevator pits, observation galleries used primarily for security purposes, elevator
penthouses, nonoccupiable spaces accessed only by ladders, catwalks, crawl spaces, narrow passageways, or freight elevators, piping and equipment catwalks and machinery,
mechanical and electrical equipment rooms.
2. Temporary structures, sites and equipment directly associated with the construction process such as construction site trailers, scaffolding, bridging, or material hoists
are not required to be accessible. This exception does not include walkways or pedestrian protection required by Chapter 30.
1103.1.2 Group A Occupancies.
1103.1.2.1 General. All Group A Occupancies shall be accessible as
provided in this chapter.
EXCEPTION: In the assembly areas of dining and drinking establishments or religious facilities which are located in non-elevator buildings; where the area of mezzanine seating is
not more than 25 percent of the total seating, an accessible means of vertical access to the mezzanine is not required, provided that the same services are provided
in an accessible space which is not restricted to use only by persons with disabilities. Comparable facilities shall be available in all seating areas.
In banquet rooms or spaces where the head table or speaker's lectern
is located on a permanent raised platform, the platform shall be
accessible in compliance with Section 1106. Open edges on the raised
platform shall be protected by a curb with a height of not less than 2
inches (51 mm).
Stadiums, theaters, auditoriums and similar occupancies shall
provide wheelchair spaces in accordance with Table No. 11-A.
Wheelchair spaces shall be accessible and shall be located in places
with unobstructed sight lines. Wheelchair spaces shall be reasonably
distributed throughout the seating plan and located on an accessible
route of travel. At least one companion fixed seat shall be provided
next to each wheelchair space. Removable seats shall be permitted in the
wheelchair spaces.
In addition, one percent, but not less than one, of all fixed seats
shall be aisle seats with no armrests, or shall have removable or folding
armrests on the aisle side. Each such seat shall be identified by a sign
complying with Section 1106.16.1.1.
An accessible route of travel shall connect wheelchair seating
locations with performance areas, including stages, arena floors,
dressing rooms, locker rooms, and other spaces used by performers.
1103.1.2.2 Assistive listening devices. Assistive listening systems
complying with Section 1106.21.2 shall be installed in assembly areas
where audible communications are integral to the use of the space
including stadiums, theaters, auditoriums, lecture halls, and similar
areas; where fixed seats are provided, as follows:
1. Areas with an occupant load of 50 or more.
2. Areas where an audio-amplification system is installed.
Receivers for assistive listening systems shall be provided at a
rate of 4 percent of the total number of seats, but in no case fewer than
two receivers. In other assembly areas, where permanently installed
assistive listening systems are not provided, electrical outlets shall
be provided at a rate of not less than 4 percent of the total occupant
load.
Signage complying with Section 1106.16.1.3 shall be installed to
notify patrons of the availability of the listening system.
1103.1.3 Group B, F, M and S Occupancies. All Group B, F, M and S
Occupancies shall be accessible as provided in this chapter. Assembly
spaces in Group B, F, M and S Occupancies shall comply with Section
1103.1.2.2.
1103.1.4 Group E Occupancies. All Group E Occupancies shall be
accessible as provided in this chapter. Assembly spaces in Group E
Occupancies shall comply with Section 1103.1.2.2.
1103.1.5 Group H Occupancies. All Group H Occupancies shall be
accessible as provided in this chapter.
1103.1.6 Group I Occupancies. All Group I Occupancies shall be
accessible in all public use, common use, and employee use areas, and
shall have accessible patient rooms, cells, and treatment or examination
rooms as follows:
1. In Group I, Division 1.1 patient care units within hospitals
which specialize in treating conditions that affect mobility, all patient
rooms in each nursing unit including associated toilet rooms and
bathrooms.
2. In Group I, Division 1.1 patient care units within hospitals
which do not specialize in treating conditions that affect mobility, at
least 1 in every 10 patient rooms in each nursing unit, including
associated toilet rooms and bathrooms.
3. In Group I, Division 1.1 and Division 2 nursing homes and long-term care facilities, at least 1 in every 2 patient rooms, including
associated toilet rooms and bathrooms.
4. In Group I, Division 3 mental health occupancies, at least 1 in
every 10 patient rooms, including associated toilet rooms and bathrooms.
5. In Group I, Division 3 jail, prison and similar occupancies, at
least 1 in every 100 rooms or cells, including associated toilet rooms
and bathrooms.
6. In Group I Occupancies, all treatment and examination rooms shall
be accessible.
In Group I Division 1.1 and 2 Occupancies, at least one accessible
entrance that complies with Section 1103.2 shall be under shelter. Every
such entrance shall include a passenger loading zone which complies with
Section 1108.2.
1103.1.7 Group U Occupancies. Group U, Division 1 Occupancies shall be
accessible as follows:
1. Private garages and carports which contain accessible parking
serving Type A dwelling units, accessible hotel and lodging rooms and
congregate residences.
2. In Group U, Division 1 agricultural buildings, access need only
be provided to paved work areas and areas open to the general public.
1103.1.8 Group R Occupancies.
1103.1.8.1 General. All Group R Occupancies shall be accessible as
provided in this chapter. Public- and common-use areas and facilities
such as recreational facilities, laundry facilities, garbage and
recycling collection areas, mailbox locations, lobbies, foyers, and
management offices shall be accessible.
EXCEPTION: Common- or public-use facilities accessory to buildings not required to contain either Type A or Type B dwelling units in accordance with Section 1103.1.8.2.
1103.1.8.2 Number of dwelling units. In all Group R, Division 1
apartment buildings the total number of Type A dwelling units shall be
as required by Table No. 11-B. All other dwelling units shall be
designed and constructed to the requirements for Type B units as defined
in this chapter.
EXCEPTIONS:
1. Group R Occupancies containing no more than three dwelling units need not be accessible.
2. Dwelling units in Group R, Division 1 apartment buildings which are located on floors other than the ground floor where no elevator is provided within the building need
not comply with standards for Type B dwelling units; provided:
2.1. Where the ground floor is not a Group R Occupancy, the first level of Group R Occupancy, including dwelling units, shall be accessible; and
2.2. The number of Type A dwelling units provided shall not be reduced below the number required by Table No. 11-B. See also Section 1105.3.1.
3. Dwelling units with two or more stories in a non-elevator building need not comply with standards for Type B dwelling units.
4. For sites where multiple, non-elevator buildings are planned for a single site and where portions of the site have grades prior to development which exceed 10 percent,
the building official may approve the following modifications:
4.1. Number of Dwelling Units:
4.1.1. The number of Type B dwelling units provided may be reduced to a percentage of the ground floor units which is equal to the percentage of the entire site having
grades prior to development which are 10 percent or less; but in no case shall the number of Type B dwelling units be less than 20 percent of the ground floor dwelling
units on the entire site; and
4.1.2. The number of Type A dwelling units provided shall not be reduced below the number required by Table No. 11-B; and
4.2. Both Type A and B dwelling units may be located in the building or buildings located on the portion of the site where the grade prior to development has slopes of
10 percent or less; and
4.3. Common-use facilities accessory to buildings not required to contain either Type A or B dwelling units in accordance with Item 4.1.1, above, need not be accessible
unless there are no other similar facilities provided on the site.
See also Appendix Chapter 11, Division I.
1103.1.8.3 Hotels and lodging houses. In all hotels and lodging houses,
accessible guest rooms, including associated bathing, shower, and toilet
facilities, shall be provided in accordance with Table 11-C. In
addition, sleeping rooms or suites for persons with hearing impairments
shall be provided in accordance with Table 11-D. In addition, public-
and common-use areas of all hotels and lodging houses shall be
accessible.
EXCEPTION: Group R, Division 3 lodging houses that are occupied by the owner or proprietor of the lodging house.
Required sleeping rooms for persons with hearing impairments shall
have visible alarms complying with Section 1106.15. Such rooms shall
have installed telephones complying with Section 1106.14.3, and an
electrical outlet installed within 48 inches (1220 mm) of the telephone
connection. Such rooms shall have devices separate from the visible
alarm system which provide visible notification of incoming telephone
calls and door bell actuation.
Where provided in accessible guest rooms the following facilities
shall be accessible: dining areas; kitchens; kitchenettes; wet bars;
patios; balconies; terraces; or similar facilities.
1103.1.8.4 Proportional distribution. Accessible dwelling units shall
be apportioned among efficiency dwelling units, single bedroom units and
multiple bedroom units, in proportion to the numbers of such units in the
building. Accessible hotel guest rooms shall be apportioned among the
various classes of sleeping accommodations.
1103.1.8.5 Congregate residences. In congregate residences with multi-bed rooms or spaces, a percentage equal to the minimum number of
accessible rooms required by Table No. 11-C shall be accessible in
accordance with Section 1106.26.
EXCEPTION: Congregate residences with 10 or fewer occupants need not be accessible.
1103.1.9 Other parking facilities. Principal use parking facilities
which are not accessory to the use of any building or structure shall
provide accessible spaces in accordance with Table No. 11-F.
1103.2 Design and Construction.
1103.2.1 General. When accessibility is required by this chapter, it
shall be designed and constructed in accordance with this chapter.
1103.2.2 Accessible route of travel. When a building, or portion of a
building, is required to be accessible, an accessible route of travel
shall be provided to all portions of the building, to accessible building
entrances, and connecting the building and the public way. The
accessible route of travel to areas of primary function may serve but
shall not pass through kitchens, storage rooms, toilet rooms, bathrooms,
closets, or other similar spaces.
EXCEPTIONS:
1. A single accessible route shall be permitted to pass through a kitchen or storage room in an accessible dwelling unit.
2. An accessible route of travel need not be provided between floor levels, provided that:
All floor levels in the building contain less than 3,000 square feet (278.7 m2) each; or
Where only two floor levels are provided, either floor is less than 3,000 square feet (278.7 m2).
This exception shall not apply to:
2.1. The offices of health care providers; or,
2.2. Transportation facilities and airports; or,
2.3. Buildings owned or leased by government agencies; or
2.4. Multi-tenant Group M retail and wholesale occupancies of five tenant spaces or more.
3. For sites where natural terrain or other unusual property characteristics do not allow the provisions of an accessible route of travel from the public way to the building,
the point of vehicular debarkation may be substituted for the accessible entrance to the site.
(For Group R, Division 1 occupancies, see Section 1105.3.1.)
Accessible routes of travel serving any accessible space or element
shall also serve as a means of egress for emergencies or connect to an
area of evacuation assistance.
Where more than one building or facility is located on a site,
accessible routes of travel shall connect accessible buildings and
accessible site facilities. The accessible route of travel shall be the
most practical direct route connecting accessible building entrances,
accessible site facilities and the accessible site entrances.
1103.2.3 Primary entrance access. At least 50% of all public entrances,
or a number equal to the number of exits required by Section 1004.2.3,
whichever is greater, shall be accessible. One of the accessible public
entrances shall be the primary entrance to a building. At least one
accessible entrance must be a ground floor entrance. Public entrances
do not include loading or service entrances.
EXCEPTION: In Group R, Division 1 apartment buildings only the primary entrance need be accessible, provided that the primary entrance provides an accessible route of travel to
all dwelling units required to be accessible.
Where a building is designed not to have common or primary
entrances, the primary entrance to each individual dwelling unit required
to be accessible, and each individual tenant space, shall be accessible.
1103.2.4 Signs.
1103.2.4.1 International Symbol of Access. The following elements and
spaces of accessible facilities shall be identified by the International
Symbol of Access:
1. Accessible parking spaces.
2. Accessible entrance when not all entrances are accessible
(inaccessible entrances shall have directional signage to indicate the
route to the nearest accessible entrance).
EXCEPTION: Individual entrances into dwelling units.
3. Accessible passenger loading zone(s).
4. Accessible toilet and bathing facilities when not all are
accessible.
EXCEPTION: Toilet and bathing facilities within dwelling units, patient rooms and guest rooms.
At every major junction along or leading to an exterior accessible
route of travel, there shall be a sign displaying the International
Symbol of Access. Signage shall indicate the direction to accessible
entrance and facilities.
See also Sections 1103.1.2.1, 1104.2.5 and 1106.24.3.
1103.2.4.2 Other signs. Where provided, signs which identify permanent
rooms and spaces shall comply with Sections 1106.16.2, 1106.16.3 and
1106.16.5. Where provided, other signs which provide direction to or
information about the building or portion of a building shall comply with
Sections 1106.16.3 and 1106.16.4.
EXCEPTION: Building directories and all temporary signs.
In hotels and lodging houses, a list of accessible guest rooms shall
be posted permanently in a location not visible to the general public,
for staff use at each reception or check-in desk.
In assembly areas, a sign notifying the general public of the
availability of accessible seating and assistive listening systems shall
be provided at ticket offices or similar locations.
[]
NEW SECTION
WAC 51-40-1104 Section 1104--Egress and areas of evacuation
assistance.
Section 1104.1 General. In buildings or portions of buildings required
to be accessible, accessible means of egress shall be provided in the
same number as required for exits by Chapter 10. When an exit required
by Chapter 10 is not accessible, an area for evacuation assistance shall
be provided.
EXCEPTION: Areas of evacuation assistance are not required in buildings where an approved, automatic fire-extinguishing system is installed in accordance with U.B.C. Standard No.
9-1, provided that quick-response sprinkler heads are used where allowed by the standard; and that a written fire- and life-safety emergency plan, which specifically
addresses the evacuation of persons with disabilities, is approved by the building official and the fire chief.
Every area for evacuation assistance shall comply with the
requirements of this code and shall adjoin an accessible route of travel
which shall comply with Section 1106.
1104.2 Areas for Evacuation Assistance.
1104.2.1 Location and construction. An area for evacuation assistance
shall be one of the following:
1. A portion of a landing within a smokeproof enclosure, complying
with Section 1005.3.3.
2. A portion of an exterior exit balcony, located immediately
adjacent to an exit stairway, when the exterior exit balcony complies
with Section 1006.3.2. Openings to the interior of the building located
within 20 feet (6096 mm) of the area for evacuation assistance shall be
protected with fire assemblies having a three-fourths-hour fire-protection rating.
3. A portion of a one-hour fire-resistive corridor complying with
Sections 1004.3.4.3, 1004.3.4.3.1 and 1004.3.4.3.2 located immediately
adjacent to an exit enclosure.
4. A vestibule located immediately adjacent to an exit enclosure and
constructed to the same fire-resistive standards as required by Section
1004.3.4.3, 1004.3.4.3.1 and 1004.3.4.3.2.
5. A portion of a stairway landing within an exit enclosure which
is vented to the exterior and is separated from the interior of the
building by not less than one-hour fire-resistive door assemblies.
6. When approved by the building official, an area or room which is
separated from other portions of the building by a smoke barrier. Smoke
barriers shall have a fire-resistive rating of not less than one hour and
shall completely enclose the area or room. Doors in the smoke barrier
shall be tight-fitting smoke- and draft-control assemblies having a fire-protection rating of not less than 20 minutes and shall be self-closing
or automatic closing. The area or room shall be provided with an exit
directly to an exit enclosure. When the room or area exits into an exit
enclosure which is required to be of more than one-hour fire-resistive
construction, the room or area shall have the same fire-resistive
construction, including the same opening protection, as required for the
adjacent exit enclosure.
7. An elevator lobby complying with Section 1104.4.
1104.2.2 Size. Each area for evacuation assistance shall provide at
least two wheelchair spaces not smaller than 30 inches by 48 inches (760
mm by 1220 mm) for each space. The area for evacuation assistance shall
not encroach on any required exit width. The total number of such
wheelchair spaces per story shall not be less than 1 for every 200
persons of calculated occupant load served by the area for evacuation
assistance.
EXCEPTION: The building official may reduce the minimum number of 30-inch (760 mm) by 48-inch (1220 mm) areas to one for each area for evacuation assistance on floors where
the occupant load is less than 200.
1104.2.3 Stairway width. Each stairway adjacent to an area for
evacuation assistance shall have a minimum clear width of 48 inches (1220
mm) between handrails.
1104.2.4 Two-way communication. A telephone with controlled access to
a public telephone system or another method of two-way communication
shall be provided between each area for evacuation assistance and the
primary entrance. The telephone or other two-way communication system
shall be located with the reach ranges specified in Section 1106.2.4.
The fire department may approve location other than the primary entrance.
The communication system shall not require voice communication.
1104.2.5 Identification. Each area for evacuation assistance shall be
identified by a sign which states: AREA FOR EVACUATION ASSISTANCE and
the International Symbol of Access. The sign shall be illuminated when
exit sign illumination is required. The sign shall comply with Sections
1003.2.8.4 and 1003.2.8.5. In each area for evacuation assistance,
instructions on the use of the area under emergency conditions shall be
posted adjoining the two-way communication system.
1104.3 Accessible Exits. All exterior exits which are located adjacent
to accessible areas and within 6 inches (152 mm) of grade shall be
accessible.
1104.4 Area for Evacuation Assistance, High-Rise Alternative. Within
a building of any height or occupancy, constructed in accordance with the
requirements of Section 403, an area for evacuation assistance may be
located in the elevator lobby, or adjacent to the elevator where no lobby
is required, when:
1. The area for evacuation assistance complies with the requirements
for size, two-way communication and identification as specified in
Section 1104.2; and,
2. Elevator shafts are pressurized as required for smokeproof
enclosures in Section 1005.3.3. Such pressurization system shall be
activated by smoke detectors on each floor located in a manner approved
by the building official. Pressurization equipment and its ductwork
within the building shall be separated from other portions of the
building by a minimum of two-hour fire-resistive construction.
3. The manager of the building has established and maintains a
written fire- and life-safety emergency plan which, in addition to other
provisions, shall specifically address the evacuation of persons with
disabilities. Such plan shall be approved by the building official and
the fire chief.
[]
NEW SECTION
WAC 51-40-1105 Section 1105--Facility accessibility.
Section 1105.1 General. Where buildings are required to be accessible,
building facilities shall be accessible to persons with disabilities as
provided in this section. For Group R, Division 1 apartment buildings,
where specific floors of a building are required to be accessible, the
requirements shall apply only to the facilities located on accessible
floors.
All building facilities or elements required by this section to be
accessible shall be designed and constructed in accordance with Section
1106.
1105.2 Bathing and Toilet Facilities.
1105.2.1 Bathing facilities. When bathing facilities are provided, at
least 2 percent, but not less than 1, bathtub or shower shall be
accessible. In dwelling units where a separate bathtub and shower are
provided in the same room, at least one shall be accessible.
1105.2.2 Toilet facilities. Toilet facilities located within accessible
dwelling units, guest rooms, and congregate residences shall comply with
Sections 1106.11 and 1106.27.
EXCEPTION: Within accessible dwelling units, only one toilet facility need be accessible.
In each toilet facility in other occupancies, at least one
wheelchair accessible toilet stall with an accessible water closet shall
be provided. In addition, when there are 6 or more water closets within
a toilet facility, at least one ambulatory accessible toilet stall
complying with Section 1106.11.4 shall also be installed.
Where urinals are provided, at least one urinal shall be accessible.
1105.2.3 Lavatories, mirrors and towel fixtures. At least one
accessible lavatory shall be provided within any toilet facility. Where
mirrors, towel fixtures and other toilet and bathroom accessories are
provided, at least one of each shall be accessible.
1105.2.4 Adaptable fixtures in dwelling units. See Section 1106.27.2
for adaptable fixtures in dwelling units.
1105.3 Elevators, Platform Lifts and Stairways.
1105.3.1 Elevators.
1105.3.1.1 Where required. In multi-story buildings or portions thereof
required to be accessible by Section 1103, at least one elevator shall
serve each level, including mezzanines. Other than within an individual
dwelling unit, where an elevator is provided but not required, it shall
be accessible.
EXCEPTIONS:
1. In Group R, Division 1 apartment occupancies, an elevator is not required where accessible dwelling units and guest rooms are accessible by ramp or by grade level
route of travel.
2. In a building of fewer than three stories, an elevator is not required where ramps, grade-level entrances or accessible horizontal exits from an adjacent building, are
provided to each floor.
3. In multi-story parking garages, an elevator is not required where an accessible route of travel is provided from accessible parking spaces on levels with accessible
horizontal connections to the primary building served.
4. In Group R, Division 1 hotels and lodging houses, less than 3 stories in height, an elevator is not required, provided that all accessible guest rooms are located on the
ground floor.
1105.3.1.2 Design. All elevators shall be accessible.
EXCEPTIONS:
1. Private elevators serving only one dwelling unit.
2. Where more than one elevator is provided in the building, elevators used exclusively for movement of freight.
Elevators required to be accessible shall be designed and
constructed to comply with Chapter 296-81 of the Washington
Administrative Code.
1105.3.2 Platform lifts. Platform lifts may be used in lieu of an
elevator under one of the following conditions subject to approval by the
building official:
1. To provide an accessible route of travel to a performing area in
a Group A Occupancy; or,
2. To provide unobstructed sight lines and distribution for
wheelchair viewing positions in Group A Occupancies; or
3. To provide access to spaces with an occupant load of less than
5 that are not open to the public; or,
4. To provide access where existing site or other constraints make
use of a ramp or elevator infeasible.
All platform lifts used in lieu of an elevator shall be capable of
independent operation and shall comply with Chapter 296-81 of the
Washington Administrative Code.
1105.3.3 Stairways. Stairways shall comply with Section 1106.9.
1105.4 Other Building Facilities.
1105.4.1 Water fountains. On any floor where water fountains are
provided, at least 50 percent, but in no case less than one fountain,
shall be accessible complying with Section 1106.13 and at least one
fountain shall be mounted at a standard height.
1105.4.2 Telephones. On any floor where public telephones are provided
at least one telephone shall be accessible. On any floor where 2 or more
banks of multiple telephones are provided, at least one telephone in each
bank shall be accessible and at least one telephone per floor shall be
designed to allow forward reach complying with Section 1106.2.4.5.
Where any bank of public telephones consists of 3 or more
telephones, at least one telephone in each bank shall be equipped with
a shelf and electrical outlet complying with Section 1106.14.7.
All accessible telephones and at least 25 percent of all other
public telephones, but in no case less than one, shall be provided with
volume controls in accordance with Section 1106.14.3 and shall be
dispersed among the public telephones provided in the building.
Where four or more public telephones are provided at a building
site, and at least one is in an interior location, at least one interior
telephone shall be a text telephone in accordance with Section 1106.14.
Where interior public pay phones are provided in transportation
facilities; assembly and similar areas including stadiums and arenas;
convention centers; hotels with convention facilities; or covered malls;
or in or adjacent to hospital emergency, recovery, or waiting rooms; at
least one interior text telephone shall be provided.
1105.4.3 Kitchens. Kitchens within accessible dwelling units shall be
designed in accordance with Sections 1106.12 and 1106.27.
EXCEPTION: Kitchens in Type B dwelling units need not comply with Section 1106.12.1 (See Section 1106.27.1).
Kitchens, kitchenettes, or wet bars in other than dwelling units,
which are provided accessory to a sleeping room, guest room, or suite,
shall be designed in accordance with Section 1106. Countertops and sinks
shall be no more than 34 inches (865 mm) above the finished floor. At
least 50 percent of shelf space in cabinets and appliances shall be
within the reach ranges of Section 1106.2.4.
1105.4.4 Recreation facilities. Where common- or public-use
recreational facilities, swimming pools, hot tubs, spas, and similar
facilities are provided, they shall be accessible. Swimming pools shall
be accessible by transfer tier, hydraulic chair, ramp, or other means.
Hot tubs and spas need be accessible only to the edge of the facility.
EXCEPTION: For Group R, Division 1 apartment occupancies, common- or public-use facilities accessory to buildings not required to contain either Type A or Type B dwelling units
in accordance with Section 1103.1.8.2.
1105.4.5 Fixed or built-in seating or tables. Where fixed or built-in
seating or tables are provided, at least 5 percent, but no fewer than
one, shall be accessible. Accessible fixed or built-in seating or tables
shall comply with Section 1106.19. In eating and drinking
establishments, such seating or tables shall be distributed throughout
the facility.
1105.4.6 Storage facilities. In other than Group R, Division 1
apartment buildings, where fixed or built-in storage facilities such as
cabinets, shelves, closets, and drawers are provided in accessible
spaces, at least one of each type provided shall contain storage space
complying with Section 1106.18.
1105.4.7 Customer service facilities.
1105.4.7.1 Dressing and fitting rooms. Where dressing or fitting rooms
are provided for use by the general public, patients, customers or
employees, 5 percent, but not less than one, in each group of rooms
serving distinct and different functions shall be accessible in
accordance with Section 1106.24.
1105.4.7.2 Counters and windows. Where customer sales and service
counters or windows are provided, a portion of the counter, or at least
one window, shall be accessible in accordance with Section 1106.24.2.
1105.4.7.3 Shelving and display. Self-service shelves or display units
in retail occupancies shall be located on an accessible route of travel
in accordance with Section 1103.2.2. Not all self-service shelves and
display units need be located within reach ranges required by Section
1106.2.4.
1105.4.7.4 Check-out aisles. Accessible check-out aisles shall be
installed in accordance with Table No. 11-E and Section 1106.24.3.
1105.4.7.5 Food service lines. Where self-service shelves are provided
in dining and drinking establishments, at least 50 percent of each type
shall comply with Sections 1106.2 and 1106.22.
1105.4.8 Controls, operating mechanisms, and hardware. Controls,
operating mechanisms, and hardware, including; switches that control
lighting, ventilation or electrical outlets; in accessible spaces, along
accessible routes or as parts of accessible elements, shall comply with
Section 1106.3.
1105.4.9 Alarms. Where provided, alarm systems shall include both
audible and visible alarms. Visible alarm devices shall be located in
all assembly areas; common-use areas, including toilet rooms and bathing
facilities; hallways and lobbies; and hotel guest rooms as required by
Section 1103.1.8.3.
EXCEPTIONS:
1. Alarm systems in Group I, Division 1.1 and 2 Occupancies may be modified to suit standard health care design practice.
2. Visible alarms are not required in Group R, Division 1 apartment buildings.
[]
NEW SECTION
WAC 51-40-1106 Section 1106--Accessible design and standards.
Section 1106.1 General. Where accessibility is required by this
chapter, buildings and facilities shall be designed and constructed in
accordance with this section, unless otherwise specified in this chapter.
1106.2 Space Allowance and Reach Ranges.
1106.2.1 Wheelchair passage width. The minimum clear width for single
wheelchair passage shall be 36 inches (915 mm). The minimum width for
two wheelchairs to pass is 60 inches (1525 mm).
EXCEPTION: The minimum width for single wheelchair passage may be 32 inches (815 mm) for a maximum distance of 24 inches (610 mm).
1106.2.2 Wheelchair turning spaces. Wheelchair turning spaces shall be
designed and constructed to satisfy one of the following requirements:
1. A turning space not less than 60 inches (1525 mm) in diameter;
or,
2. A turning space at T-shaped intersections or within a room, where
the minimum width is not less than 36 inches (915 mm). Each segment of
the T shall be clear of obstructions not less than 24 inches (610 mm) in
each direction.
Wheelchair turning space may include knee and toe clearance in
accordance with Section 1106.2.4.3.
1106.2.3 Unobstructed floor space. A floor space, including the
vertical space above such floor space, which is free of any physical
obstruction including door swings, to a height of 29 inches (737 mm).
Where a pair of doors occurs, the swing of the inactive leaf may be
considered to be unobstructed floor space. Unobstructed floor space may
include toe spaces that are a minimum of 9 inches (230 mm) in height and
not more than 6 inches (152 mm) in depth.
1106.2.4 Clear floor or ground spaces and maneuvering clearance space
for wheelchairs.
1106.2.4.1 Size. The minimum clear floor or ground space required to
accommodate a single, stationary wheelchair occupant shall be not less
than 30 inches (760 mm) by 48 inches (1220 mm).
1106.2.4.2 Approach. Wheelchair spaces shall be designed to allow for
forward or parallel approach to an accessible feature.
1106.2.4.3 Knee and toe clearances. Spaces under obstructions, work
surfaces or fixtures may be included in the clear floor or ground space
provided that they are at least 30 inches (760 mm) in width, a minimum
of 27 inches (685 mm) in height, and not greater than 25 inches (635 mm)
in depth. Toe spaces under obstructions, work surfaces or fixtures which
comply with the requirements for unobstructed floor space may be included
in the clear floor or ground space.
1106.2.4.4 Approach to wheelchair spaces. One full unobstructed side
of the clear floor or ground space for a wheelchair shall adjoin or
overlap an accessible route of travel, or shall adjoin another wheelchair
clear space. Clear space located in an alcove or otherwise confined on
all or part of three sides shall be not less than 36 inches (915 mm) in
width where forward approach is provided, or 60 inches (1525 mm) in width
where parallel approach is provided.
1106.2.4.5 Forward reach. Where the clear floor space allows only
forward approach to an object, the maximum forward reach allowed shall
not be higher than 48 inches (1220 mm). Reach obstructions 20 inches
(510 mm) or less in depth may project into the clear space provided that
knee clearance is maintained in accordance with Section 1106.2.4.3.
Reach obstructions greater than 20 inches (510 mm) in depth may project
into the clear space provided that the reach obstruction shall not exceed
25 inches (635 mm) in depth and the maximum forward reach shall not
exceed 44 inches (1118 mm) in height. The minimum low forward reach
shall not be lower than 15 inches (380 mm).
1106.2.4.6 Side reach. Where the clear floor space allows parallel
approach by a person in a wheelchair, the maximum high side reach allowed
shall not be higher than 54 inches (1370 mm). Obstructions no greater
than 34 inches (865 mm) in height and no more than 24 inches (610 mm) in
depth may be located in the side reach area provided that when such
obstructions are present, the side reach shall not exceed 46 inches (1170
mm) in height. The minimum low side reach shall not be lower than 9
inches (230 mm).
1106.3 Controls and Hardware.
1106.3.1 Operation. Handles, pulls, latches, locks, and other operating
devices on doors, windows, cabinets, plumbing fixtures, and storage
facilities, shall have a lever or other shape which will permit operation
by wrist or arm pressure and which does not require tight grasping,
pinching or twisting to operate. Doors shall comply with Section
1003.3.1.5.
The force to activate controls on lavatories and water fountains and
flush valves on water closets and urinals shall not be greater than 5
pounds (22.2 N).
Option 1 Modify existing state amendment to require that all operable
portions of controls be located within the reach ranges and refer the
document user to Chapter 10 for panic hardware requirements:
1106.3.2 Mounting heights. All operable parts of environmental and
other controls, dispensers, receptacles, and other operable equipment
shall be within at least one of the reach ranges specified in Section
1106.2.4, and not less than 36 inches (915 mm) above the floor.
Electrical and communications system receptacles on walls shall be
mounted a minimum of 15 inches (380 mm) above the floor. Door hardware
shall be mounted at not less than 36 inches (915 mm) and not more than
48 inches (1220 mm) above the floor. Panic hardware shall comply with
Section 1003.3.1.9.
Option 2 Maintain existing state amendment:
1106.3.2 Mounting heights. The highest operable part of environmental
and other controls, dispensers, receptacles, and other operable equipment
shall be within at least one of the reach ranges specified in Section
1106.2.4, and not less than 36 inches (915 mm) above the floor.
Electrical and communications system receptacles on walls shall be
mounted a minimum of 15 inches (380 mm) above the floor. Door hardware
shall be mounted at not less than 36 inches (915 mm) and not more than
48 inches (1220 mm) above the floor.
1106.3.3 Clear floor space. Clear floor space that allows a forward or
a side approach shall be provided at all controls or hardware.
1106.4 Accessible Route of Travel.
1106.4.1 Width. The minimum clear width of an accessible route of
travel shall be 36 inches (915 mm) except at doors (see Section
1106.10.2). Where an accessible route includes a 180 degree turn around
an obstruction which is less than 48 inches (1220 mm) in width, the clear
width of the accessible route of travel around the obstruction shall be
42 inches (1065 mm) minimum. For exterior accessible routes of travel,
the minimum clear width shall be 44 inches (1118 mm).
EXCEPTION: The minimum width for single wheelchair passage may be 32 inches (815 mm) for a maximum distance of 24 inches (610 mm).
Where an accessible route of travel is less than 60 inches (1525 mm)
in width, passing spaces at least 60 inches (1525 mm) by 60 inches (1525
mm) shall be located at intervals not to exceed 200 feet (61 m). A T-shaped intersection of two corridors or walks may be used as a passing
space.
1106.4.2 Height. Accessible routes shall have a clear height of not
less than 79 inches (2007 mm). Where the vertical clearance of an area
adjoining an accessible route of travel is less than 79 inches (2007 mm)
but more than 27 inches (685 mm), a continuous permanent barrier shall
be installed to prevent traffic into such areas of reduced clearance.
1106.4.3 Slope. An accessible route of travel shall have a running
slope not greater than 1 vertical in 12 horizontal. An accessible route
of travel with a running slope greater than 1 vertical in 20 horizontal
shall comply with Section 1106.8. Cross slopes of an accessible route
of travel shall not exceed 1 vertical in 48 horizontal.
1106.4.4 Changes in level. Changes in level along an accessible route
of travel shall comply with Section 1106.6. Stairs or escalators shall
not be part of an accessible route of travel. Any raised area within an
accessible route of travel shall be cut through to maintain a level route
or shall have curb ramps at both sides and a level area not less than 48
inches (1220 mm) long connecting the ramps.
1106.4.5 Surfaces.
1106.4.5.1 General. All floor and ground surfaces in an accessible
route of travel shall comply with Section 1106.7.
1106.4.5.2 Detectable warnings. Curb ramps shall have detectable
warnings complying with Section 1106.17. Detectable warnings shall
extend the full width and depth of the curb ramp.
1106.4.6 Illumination. Illumination shall be provided along an exterior
accessible route of travel at any time the building is occupied, with an
intensity of not less than one footcandle (10.76 lx) on the surface of
the route.
1106.4.7 Curb ramps.
1106.4.7.1 Slope. Slopes of curb ramps shall comply with Section
1106.8. Transitions from ramps to walks, gutters, or vehicular ways
shall be flush and free of abrupt changes in height. Maximum slopes of
adjoining gutters and road surfaces immediately adjacent to the curb ramp
or accessible route of travel shall not exceed 1 vertical in 20
horizontal.
1106.4.7.2 Width. Curb ramps shall be not less than 36 inches (915 mm)
in width, exclusive of the required side slopes.
1106.4.7.3 Side slopes of curb ramps. Curb ramps located where
pedestrians must walk across the ramp, or where not protected by
handrails or guardrails, shall have sloped sides. The maximum side slope
shall be 1 vertical in 10 horizontal. Curb ramps with returned curbs may
be used where pedestrians would not normally walk across the ramp.
EXCEPTION: Where the width of the walking surface at the top of the ramp and parallel to the run of the ramp is less than 48 inches (1220 mm), the maximum side slope shall be
1 vertical in 12 horizontal.
1106.4.7.4 Location. Built-up curb ramps shall be located so as not to
project into vehicular ways nor be located within accessible parking
spaces.
1106.4.7.5 Obstructions. Curb ramps shall be located or protected to
prevent their obstruction by parked vehicles.
1106.4.7.6 Location at marked cross walks. Curb ramps at marked cross
walks shall be wholly contained within the markings, excluding any sloped
sides.
1106.4.7.7 Orientation. Curb ramps shall be oriented in the same
direction as pedestrian flow of crosswalks; diagonally oriented curb
ramps are prohibited.
1106.4.8 Vehicular areas. Where an accessible route of travel crosses
or adjoins a vehicular way, and where there are no curbs, railings or
other elements which separate the pedestrian and vehicular areas, and
which are detectable by a person who has a severe vision impairment, the
boundary between the areas shall be defined by a continuous detectable
warning not less than 36 inches (915 mm) wide, complying with Section
1106.17.
1106.5 Protruding Objects. Protruding objects shall not reduce the
clear width of a route of travel or maneuvering space. Any wall- or
post-mounted object with its leading edge between 27 inches (685 mm) and
79 inches (2007 mm) above the floor may project not more than 4 inches
(102 mm) into a route of travel, corridor, passageway, or aisle. Any
wall- or post-mounted projection greater than 4 inches (102 mm) shall
extend to the floor.
1106.6 Changes in Level. Accessible routes of travel and accessible
spaces within buildings shall have continuous common floor or ramp
surfaces. Abrupt change in height greater than 1/4 inch (6 mm) shall be
beveled to 1 vertical in 2 horizontal. Changes in level greater than 1/2
inch (13 mm) shall be accomplished by means of a ramp meeting the
requirements of Section 1106.8, a curb ramp meeting the requirements of
Section 1106.4.7, or an elevator or platform lift meeting the
requirements of Section 1105.3. For Type B dwelling units, see also
Section 1106.27.
1106.7 Floor Coverings and Surface Treatments.
1106.7.1 General. All surfaces shall be firm and stable.
1106.7.2 Carpeting. Carpeting and floor mats in accessible areas shall
be securely fastened to the underlying surface, and shall provide a firm,
stable, continuous, and relatively smooth surface.
1106.7.3 Slip-resistant surfaces. Showers; locker rooms; swimming pool,
spa, and hot tub decks; toilet rooms; and other areas subject to wet
conditions shall have slip-resistant floors.
Exterior accessible routes of travel shall have slip-resistant
surfaces.
1106.7.4 Grates. Within an accessible route of travel, grates shall
have openings not more than 1/2 inch (13 mm) in one direction. Where
grates have elongated openings, they shall be placed so that the long
dimension is perpendicular to the dominant direction of travel. The
maximum vertical surface change shall be 1/8 inch (3 mm).
1106.7.5 Expansion and construction joints. Expansion and construction
joints in exterior routes of travel shall have a width of not more than
1/2 inch (13 mm), shall be filled with a firm, compressible, elastic
material, and shall be substantially level with the surface of the
accessible route of travel.
1106.8 Ramps.
1106.8.1 General. Ramps required to be accessible shall comply with
Section 1003.3.4 and the provisions of this section. No ramp shall
change direction between landings, except ramps with an inside radius of
30 feet (9144 mm) or greater.
1106.8.2 Slope and rise. The maximum slope of a ramp shall be 1
vertical in 12 horizontal. The maximum rise for any run shall be 30
inches (760 mm).
1106.8.3 Width. The minimum width of a ramp shall be not less than 36
inches (915 mm) for interior ramps and 44 inches (1118 mm) for exterior
ramps.
1106.8.4 Landings. Ramps within the accessible route of travel shall
have landings at the top and bottom, and at least one intermediate
landing shall be provided for each 30 inches (760 mm) of rise. Landings
shall be level and have a minimum dimension measured in the direction of
ramp run of not less than 60 inches (1525 mm). Where the ramp changes
direction at a landing, the landing shall be not less than 60 inches
(1525 mm) by 60 inches (1525 mm). The width of any landing shall be not
less than the width of the ramp.
1106.8.5 Handrails. Ramps having slopes steeper than 1 vertical to 20
horizontal shall have handrails as required for stairways, except that
intermediate handrails as required in Section 1003.3.3.6 are not
required. Handrails shall be continuous provided that they shall not be
required at any point of access along the ramp, nor at any curb ramp.
Handrails shall extend at least 12 inches (305 mm) beyond the top and
bottom of any ramp run.
EXCEPTION: Ramps having a rise less than or equal to 6 inches (152 mm), or a run less than or equal to 72 inches (1830 mm), need not have handrails.
1106.8.6 Exterior ramps. Exposed ramps and their approaches shall be
constructed to prevent the accumulation of water on walking surfaces.
1106.8.7 Edge protection. Any portion of the edge of a ramp with a
slope greater than 1 vertical in 20 horizontal, or landing which is more
than 1/2 inch (13 mm) above the adjacent grade or floor, shall be
provided with edge protection in accordance with the following:
1. Walls and Curbs. When used, walls or curbs shall be not less
than 2 inches (51 mm) in height above the surface of the accessible route
of travel.
2. Railings. When used, railings shall comply with Section 1106.8.5
and also shall have one of the following features:
2.1. An intermediate rail mounted 17 to 19 inches (430 to 485 mm)
above the ramp or landing surface, or
2.2. A guardrail complying with Section 509.
1106.9 Stairways.
1106.9.1 General. Stairways required to be accessible shall comply with
Section 1003.3.3 and provisions of this section.
1106.9.2 Open risers. Open risers shall not be permitted.
EXCEPTION: Stairways in Group R, Division 1 apartment buildings may have open risers.
1106.9.3 Nosings. Stair nosings shall be flush, slip-resistant, and
rounded to a radius of 1/2 inch (13 mm) maximum. Risers shall be sloped,
or the underside of the nosing shall have an angle of not less than 60
degrees from the horizontal. Nosings shall project no more than 1-1/2
inches (38 mm).
1106.9.4 Exterior stairways. Exposed stairways and their approaches
shall be constructed to prevent the accumulation of water on walking
surfaces.
1106.10 Doors.
1106.10.1 General. Doors required to be accessible shall comply with
Section 1003.3.1 and with provisions of this section. For the purpose
of this section, gates shall be considered to be doors. An accessible
gate or door shall be provided adjacent to any turnstile or revolving
door. Where doorways have two independently operated door leaves, then
at least one leaf shall comply with this section.
1106.10.2 Clear width. Doors shall be capable of being opened so that
the clear width of the opening is not less than 32 inches (815 mm).
EXCEPTION: Doors not requiring full user passage, such as shallow closets, may have a clear opening of not less than 20 inches (510 mm).
1106.10.3 Maneuvering clearances at doors. Except as provided in
Section 1106.27, all doors shall have minimum maneuvering clearances as
follows:
1. For a forward approach, where a door must be pulled to be opened,
an unobstructed floor space shall extend at least 18 inches (455 mm)
beyond the strike jamb and extend at least 60 inches (1525 mm)
perpendicular to the doorway.
2. For a forward approach, where a door must be pushed to be opened
and is equipped with a closer and a latch, an unobstructed floor space
shall extend at least 12 inches (305 mm) beyond the strike jamb and
extend at least 48 inches (1220 mm) perpendicular to the doorway.
3. For a forward approach, where a door must be pushed to be opened
and is not equipped with a closer and a latch, an unobstructed floor
space shall be at least the width of the doorway and extend at least 48
inches (1220 mm) perpendicular to the doorway.
4. For a hinge side approach, where a door must be pulled to be
opened, an unobstructed floor space shall extend at least 36 inches (915
mm) beyond the latch side of the door and at least 60 inches (1525 mm)
perpendicular to the doorway, or shall have an unobstructed floor space
that extends at least 42 inches (1065 mm) beyond the latch side of the
door and at least 54 inches (1370 mm) perpendicular to the doorway.
5. For a hinge side approach, where a door must be pushed to be
opened and is not equipped with both a closer and a latch, an
unobstructed floor space, measured from the latch side, shall extend
across the width of the doorway and beyond the hinge side of the door for
a total width of not less than 54 inches (1370 mm); and at least 42
inches (1065 mm) perpendicular to the doorway.
6. For a hinge side approach, where a door must be pushed to be
opened and is equipped with both latch and closer, an unobstructed floor
space, measured from the latch side, shall extend across the width of the
doorway and beyond the hinge side of the door for a total width of not
less than 54 inches (1370 mm); and at least 48 inches (1220 mm)
perpendicular to the doorway.
7. For a latch side approach, where a door must be pulled to be
opened and is equipped with a closer, an unobstructed floor space shall
extend at least 24 inches (610 mm) beyond the latch side of the door and
at least 54 inches (1370 mm) perpendicular to the doorway.
8. For a latch side approach, where a door must be pulled to be
opened and is not equipped with a closer, an unobstructed floor space
shall extend at least 24 inches (610 mm) beyond the latch side of the
door and at least 48 inches (1220 mm) perpendicular to the doorway.
9. For a latch side approach, where a door must be pushed to be
opened and is equipped with a closer, an unobstructed floor space shall
extend at least 24 inches (610 mm) beyond the latch side of the door and
at least 48 inches (1370 mm) perpendicular to the doorway.
10. For a latch side approach, where a door must be pushed to be
opened and is not equipped with a closer, an unobstructed floor space
shall extend at least 24 inches (610 mm) parallel to the doorway, beyond
the latch side of the door and at least 42 inches (1065 mm) perpendicular
to the doorway.
11. For a forward approach, to a sliding or folding door, an
unobstructed floor space shall extend the same width as the door opening
and at least 48 inches (1220 mm) perpendicular to the doorway.
12. For a slide side approach to a sliding or folding door, an
unobstructed floor space, measured from the latch side, shall extend
across the width of the doorway and beyond the slide side of the door for
a total width of not less than 54 inches (1370 mm); and at least 42
inches (1065 mm) perpendicular to the doorway.
13. For a latch side approach to a sliding or folding door, an
unobstructed floor space shall extend at least 24 inches (610 mm) beyond
the latch side of the door and at least 42 inches (1065 mm) perpendicular
to the doorway.
14. Where two doors are in series, the minimum distance between two
hinged or pivoted doors shall be 48 inches (1220 mm), in addition to any
area needed for door swing. Doors in series shall swing either in the
same direction, or away from the space between the doors.
15. All doors in alcoves shall comply with the requirement for a
forward approach.
1106.10.4 Thresholds at doors. Thresholds at doors shall comply with
Section 1106.6.
EXCEPTION: In dwelling units, exterior doors other than the accessible entrance to a dwelling unit, may be sliding doors with thresholds not exceeding 3/4 inch (19 mm).
1106.10.5 Automatic and power-assisted doors. Door-closers or power-operators shall be operable as required by Section 1003.3.1.2.
EXCEPTION: Floor pad or electric eye actuated power-operators.
All power-operated doors shall remain in the fully open position for
not less than 6 seconds before closing. Touch switches shall be mounted
36 inches (915 mm) above the floor and not less than 18 inches (455 mm),
nor more than 36 inches (915 mm), horizontally from the nearest point of
travel of the moving door. Other power-operated doors must be actuated
from a location not less than 36 inches (915 mm) from the nearest point
of travel of the moving door. Power-operated doors shall automatically
reopen when they encounter an obstruction other than the strike jamb.
1106.10.6 Door closers. Where provided, door closers shall be adjusted
to close from an open position of 70 degrees to a point 3 inches (76 mm)
from the latch, in not less than 3 seconds, when measured to the leading
edge of the door.
1106.11 Bathrooms, Toilet Rooms, Bathing Facilities, and Shower Rooms.
1106.11.1 General. Bathrooms, toilet rooms, bathing facilities, and
shower rooms shall be designed in accordance with this section. For
dwelling units, see also Section 1106.27.
1106.11.2 Unobstructed floor space. An unobstructed floor space shall
be provided within bathrooms, toilet rooms, bathing facilities, and
shower rooms of sufficient size to inscribe a circle with a diameter not
less than 60 inches (1525 mm). Doors in any position may encroach into
this space by not more than 12 inches (305 mm). The clear floor spaces
at fixtures, the accessible route of travel, and the unobstructed floor
space may overlap.
1106.11.3 Wheelchair accessible toilet stalls.
Option 1 Modify existing state amendment to allow for a narrower approach
width for a latch side approach to an accessible toilet stall:
1106.11.3.1 Dimensions. Wheelchair accessible toilet stalls shall be
at least 60 inches (1525 mm) in width. Where wall-hung water closets are
installed, the depth of the stall shall be not less than 56 inches (1420
mm). Where floor-mounted water closets are installed, the depth of the
stall shall be not less than 59 inches (1500 mm). Entry to the
compartment shall have a clear width of 32 inches (815 mm). Toilet stall
doors shall not swing into the clear floor space required for any
fixture. Except for door swing, a clear unobstructed access not less
than 42 inches (1065 mm) in width for a latch side approach and 48 inches
(1220 mm) in width for all other approaches shall be provided to toilet
stalls.
EXCEPTION: Partitions may project not more than one inch (25 mm), in the aggregate, into the required width of the stall.
Option 2 Maintain existing state amendment:
1106.11.3.1 Dimensions. Wheelchair accessible toilet stalls shall be
at least 60 inches (1525 mm) in width. Where wall-hung water closets are
installed, the depth of the stall shall be not less than 56 inches (1420
mm). Where floor-mounted water closets are installed, the depth of the
stall shall be not less than 59 inches (1500 mm). Entry to the
compartment shall have a clear width of 32 inches (815 mm). Toilet stall
doors shall not swing into the clear floor space required for any
fixture. Except for door swing, a clear unobstructed access not less
than 48 inches (1220 mm) in width shall be provided to toilet stalls.
EXCEPTION: Partitions may project not more than one inch (25 mm), in the aggregate, into the required width of the stall.
1106.11.3.2 Toe clearances. In any toilet stall, the front partition
and at least one side partition shall provide a toe clearance of at least
9 inches (230 mm) above the floor.
EXCEPTION: Toe clearance is not required in a stall with a depth greater than 60 inches (1525 mm).
1106.11.3.3 Door hardware. Doors of accessible toilet stalls shall
comply with Section 1106.3.
1106.11.4 Ambulatory accessible toilet stalls. Ambulatory accessible
toilet stalls shall be at least 36 inches (915 mm) in width, with an
outward swinging, self-closing door. Grab bars shall be installed on
each side of the toilet stall and shall comply with Sections 1106.11.5.3
and 1106.11.11.
1106.11.5 Water closets.
1106.11.5.1 Clear floor space. The lateral distance from the center
line of the water closet to the nearest obstruction, excluding grab bars,
shall be 18 inches (455 mm) on one side and not less than 42 inches (1065
mm) on the other side. In other than stalls, a clear floor space of not
less than 32 inches (815 mm), measured perpendicular to the wall on which
the water closet is mounted, shall be provided in front of the water
closet.
EXCEPTION: In other than a toilet stall, a lavatory may be located within the clear floor space required for a water closet provided that knee and toe clearances for the lavatory
comply with Section 1106.11.7, below, and:
1. In Type B dwelling units the edge of the lavatory shall be located not less than 15 inches (380 mm) from the centerline of the water closet; or,
2. In all other occupancies the edge of the lavatory shall be located not less than 18 inches (455 mm) from the centerline of the water closet.
1106.11.5.2 Height. The height of water closets shall be a minimum of
17 inches (430 mm) and a maximum of 19 inches (485 mm) measured to the
top of the seat. Seats shall not be sprung to return to a lifted
position.
1106.11.5.3 Grab bars. Grab bars shall be installed at one side and at
the back of the water closet. The top of grab bars shall be not less
than 33 inches (840 mm) and not more than 36 inches (915 mm) above and
parallel to the floor. Grab bars located at the side shall be a minimum
42 inches (1065 mm) in length located not more than 12 inches (305 mm)
from the rear wall and extending at least 54 inches (1370 mm) from the
rear wall. Grab bars located at the back shall be a minimum of 36 inches
(915 mm) in length and shall extend at least 12 inches (305 mm) beyond
the center of the water closet toward the side wall and at least 24
inches (610 mm) toward the open side of the water closet. Grab bars
located at the back shall be mounted not more than 9 inches (230 mm)
behind the water closet seat. See also Section 1106.11.11.
1106.11.5.4 Flush controls. Flush controls shall be mounted for use
from the wide side of the water closet area and not more than 44 inches
(1118 mm) above the floor. Flush valves shall comply with Section
1106.3.
1106.11.5.5 Dispensers and receptacles. Toilet paper and other
dispensers or receptacles shall be installed within easy reach of the
water closet, and shall not interfere with unobstructed floor space or
grab bar utilization.
1106.11.6 Urinals. A clear floor space measuring 30 inches (760 mm) in
width by 48 inches (1220 mm) in depth shall be provided in front of
urinals to allow for forward approach. Urinal shields shall have a clear
space between them of not less than 29 inches (737 mm) and shall not
extend farther than the front edge of the urinal rim. Urinals shall be
stall-type or wall-hung with an elongated rim at a maximum of 17 inches
(430 mm) above the floor. Flush controls shall be mounted not more than
44 inches (1118 mm) above the floor. Flush valves shall comply with
Section 1106.3.
1106.11.7 Lavatories and sinks.
1106.11.7.1 Clear floor space. A clear floor space not less than 30
inches (760 mm) in width by 48 inches (1220 mm) in depth shall be
provided in front of lavatories and sinks to allow a forward approach.
The clear floor space may include knee and toe clearances not to exceed
19 inches (485 mm) extending under the lavatory or sink.
1106.11.7.2 Height. Lavatories and sinks shall be mounted with the rim
or counter surface no higher than 34 inches (865 mm) above the finished
floor.
1106.11.7.3 Knee and toe clearances.
1106.11.7.3.1 Lavatories. The total depth of the clear space beneath
a lavatory shall be not less than 17 inches (430 mm), of which toe
clearance shall be not more than 6 inches (152 mm) of the total depth.
Knee clearance shall be not less than 29 inches (237 mm) in height and
30 inches (760 mm) in width.
1106.11.7.3.2 Sinks. Knee clearance not less than 27 inches (685 mm)
in height, 30 inches (760 mm) in width, and 19 inches (485 mm) in depth
shall be provided underneath sinks.
1106.11.7.4 Exposed pipes and surfaces. Hot water and drain pipes
exposed under lavatories and sinks shall be insulated or otherwise
covered. There shall be no sharp or abrasive surfaces under lavatories
or sinks.
1106.11.7.5 Faucets. Faucet control handles shall be located not more
than 17 inches (430 mm) from the front edge of the lavatory, sink or
counter, and shall comply with Section 1106.3. Self-closing valves shall
remain open for at least 10 seconds per operation.
1106.11.7.6 Sink depth. Sinks shall be not more than 6-1/2 inches (165
mm) in vertical depth.
1106.11.8 Mirrors, dispensers, and other fixtures. Mirrors or shelves
shall be installed so that the bottom of the mirror or the top of the
shelf is within 40 inches (1015 mm) of the floor.
Drying equipment, towel or other dispensers, and disposal fixtures
shall be mounted so as to not exceed 40 inches (1015 mm) above the
finished floor to any rack, operating controls, receptacle or dispenser.
1106.11.9 Bathtubs.
1106.11.9.1 Clear floor space. A clear floor space not less than 60
inches (1525 mm) in length shall be provided along the tub. Where the
required seat is located at the end of the tub, the clear floor space
shall be not less than 75 inches (1905 mm) in length. The clear floor
space shall be not less than 30 inches (760 mm) in width where access to
the space is parallel to the tub and not less than 48 inches (1220 mm)
in width where access to the space is at right angles to the tub.
A lavatory which complies with Section 1106.11.7, above, may be
located in the clear floor space for the tub.
Where a seat is provided and a lavatory is located in the clear
floor space for the tub, the lavatory shall be located at the end of the
tub adjacent to the controls.
1106.11.9.2 Seats. An in-tub seat or a seat at the end of the tub shall
be provided. In-tub seats shall be portable and removable, not less than
12 inches (305 mm) in width, and extend the full width of the tub. Seats
at the end of the tub shall be constructed flush with the top of the tub
and shall extend not less than 15 inches (380 mm) from the end of the
tub. Seats shall be mounted securely and shall not slip during use.
1106.11.9.3 Grab bars. All required grab bars shall be installed
parallel to the floor. Lower grab bars shall be installed centered 9
inches (230 mm) above the tub rim. Upper or single grab bars shall be
installed centered not less than 33 inches (840 mm) and not more than 36
inches (915 mm) above the floor of the clear space.
Where a tub has a seat at the end, two grab bars not less than 48
inches (1220 mm) in length shall be installed on the wall opposite the
clear floor space. One end of each grab bar shall terminate where the
tub abuts the seat.
Where a tub has an in-tub seat, two grab bars, not less than 24
inches (610 mm) in length, shall be installed on the wall opposite the
clear floor space. The grab bars shall extend to not less than 24 inches
(610 mm) from one end of the tub and not less than 12 inches (305 mm)
from the other end. One grab bar shall be installed on the wall at the
end of the tub opposite the drain, extending at least 12 inches (305 mm)
from the clear floor space.
For all bathtubs, one grab bar shall be installed on the wall at the
end of the tub nearest the drain, extending at least 24 inches (610 mm)
from the clear floor space.
1106.11.9.4 Controls and fixtures. Faucets and other controls shall be
located above the tub rim and below the grab bars, shall be offset
laterally from the clear floor space between the open edge of the tub and
the mid-point of the tub and shall comply with Section 1106.3.
A shower spray unit, with a hose at least 60 inches (1525 mm) long,
that can be used as a fixed shower head or as a hand-held shower, shall
be provided.
1106.11.9.5 Bathtub enclosures. Where provided, enclosures for bathtubs
shall not obstruct controls or obstruct transfer from wheelchairs onto
bathtub seats or into tubs. Bathtub enclosures shall not have tracks
mounted on the tub rim.
1106.11.10 Shower stalls.
1106.11.10.1 Configuration. Shower stalls shall have one of the
following configurations:
1. Transfer shower stalls shall be 36 inches by 36 inches (915 by
915 mm), nominal, and shall have a seat; or,
2. Roll-in shower stalls shall be not less than 30 inches (760 mm)
in depth by 60 inches (1525 mm) in length.
1106.11.10.2 Clear floor space. A clear floor space shall be provided
adjacent to shower stalls.
1. For transfer shower stalls, a clear floor space not less than 48
inches (1220 mm) in length, parallel to the open side of the shower
stall, and not less than 36 inches (915 mm) in width, perpendicular to
the open edge of the shower stall, shall be located so as to extend at
least 12 inches (305 mm) beyond the wall on which the seat is mounted.
2. For roll-in shower stalls, a clear floor space not less than 60
inches (1525 mm) in length, parallel to the open edge of the shower
stall, and not less than 36 inches (915 mm) in width, perpendicular to
the open edge of the shower stall, shall be provided. A lavatory which
complies with Section 1106.11.7, above, may be located within one end of
the clear floor space. Where a seat is provided in the shower, a
lavatory may be located only at the opposite end of the clear space.
1106.11.10.3 Seats. Transfer shower stalls shall be provided with a
folding or non-folding seat located on the wall opposite the shower
controls.
Roll-in shower stalls shall be provided with a folding seat located
on the wall adjacent to the shower controls.
EXCEPTION: Roll-in shower stalls located in occupancies other than hotels, lodging houses and congregate residences need not be provided with a seat.
The seat shall be mounted not less than 17 inches (430 mm) and not
more than 19 inches (485 mm) above the floor. The seat shall be mounted
not more than 1-1/2 inches (38 mm) from the shower walls. The leading
edge of the seat may be set back not more than 1-1/2 inches (38 mm) from
the leading edge of the shower stall.
The seat shall be L-shaped and shall extend the full depth of the
stall. The section of the seat adjacent to the wall opposite the clear
floor space shall be at least 22 inches (560 mm) and not more than 23
inches (585 mm) wide, measured from the wall on which the seat is
mounted. That section of the seat shall extend not less than 14 inches
(355 mm) but not more than 15 inches (380 mm), measured from the wall
opposite the clear floor space. The remaining portion of the seat shall
be not less than 15 inches (380 mm) and not more than 16 inches (405 mm)
wide, measured from the wall on which the seat is mounted, and shall
extend the remaining depth of the stall.
1106.11.10.4 Grab bars. All required grab bars shall be installed
parallel to the floor. All grab bars shall be installed not less than
33 inches (840 mm) and not more than 36 inches (915 mm) above the floor
of the adjacent clear space.
For transfer shower stalls, a grab bar, not less than 18 inches (455
mm) in length, shall be installed on the wall opposite the clear floor
space. One end of the grab bar shall terminate at the wall opposite the
seat. A grab bar not less than 27 inches (685 mm) in length shall also
be installed on the wall opposite the seat.
For roll-in shower stalls, grab bars shall be provided on all
permanent stall walls. Grab bars located on either end of the stall
shall be not less than 27 inches (685 mm) in length. The grab bar
located opposite the clear space shall be not less than 48 inches (1220
mm) in length.
1106.11.10.5 Controls and fixtures. Faucets and other controls shall
be located on the same wall as the shower spray unit, and shall be
installed not less than 38 inches (965 mm) or more than 48 inches (1220
mm) above the shower floor and shall comply with Section 1106.3. In
addition:
1. For transfer shower stalls, the controls shall be located on the
wall opposite the shower seat. The controls shall be located within 18
inches (455 mm) of the open side of the shower stall.
2. For roll-in shower stalls equipped with seats, the controls shall
be mounted on the wall adjacent to the seat not more than 27 inches (685
mm) from the wall where the seat is mounted. For roll-in shower stalls
without seats, the controls may be located on any wall. Where the
controls are located on the back wall, they shall be located not more
than 27 inches (685 mm) from a side wall.
A shower spray unit, with a hose at least 60 inches (1525 mm) long,
that can be used as a fixed shower head or as a hand-held shower, shall
be provided.
EXCEPTION: In unmonitored facilities where vandalism is a consideration, a fixed shower head may be installed not more than 48 inches (1220 mm) above the stall floor.
1106.11.10.6 Thresholds. In transfer shower stalls, thresholds shall
be flush or beveled with a maximum edge height of 1/2 inch (13 mm), and
a maximum slope of not more than 1 vertical in 2 horizontal.
Thresholds in roll-in shower stalls shall be level with the adjacent
clear space.
1106.11.10.7 Shower enclosures. Where provided, enclosures for shower
stalls shall not obstruct controls or obstruct transfer from wheelchairs
onto shower seats.
1106.11.11 Structural requirements for grab bars, and tub and shower
seats.
1106.11.11.1 General. All grab bars, and tub and shower seats required
to be accessible, shall comply with this section.
1106.11.11.2 Size and spacing of grab bars. Grab bars shall have an
outside diameter of not less than 1-1/4 inch (32 mm) nor more than 1-1/2
inches (38 mm) and shall provide a clearance of 1-1/2 inches (38 mm)
between the grab bar and the wall.
1106.11.11.3 Structural strength. The structural strength of grab bars,
tub and shower seats, fasteners and mounting devices shall meet the
following specification:
1. Bending stress in a grab bar or seat induced by the maximum
bending moment from the application of 300 pounds (1334 N) shall be less
than the allowable stress for the material of the grab bar or seat.
2. Shear stress induced in a grab bar or seat by the application of
300 pounds (1334 N) shall be less than the allowable shear stress for the
material of the grab bar or seat. If the connection between the grab bar
or seat and its mounting bracket or other support is considered to be
fully restrained, then direct and torsional shear stresses shall be
totaled for the combined shear stress, which shall not exceed the
allowable shear stress.
3. Shear force induced in a fastener or mounting device from the
application of 300 pounds (1334 N) shall be less than the allowable
lateral load of either the fastener or mounting device or the supporting
structure, whichever is the smaller allowable load.
4. Tensile force induced in a fastener by a direct tension force of
300 pounds (1334 N) plus the maximum moment from the application of 300
pounds (1334 N) shall be less than the allowable withdrawal load between
the fastener and the supporting structure.
1106.11.11.4 Special hazards. A grab bar and any wall or other surface
adjacent to it shall be free of any sharp or abrasive elements. Edges
shall have a minimum radius of 1/8 inch (3 mm).
1106.12 Kitchens.
1106.12.1 Clear floor space. An unobstructed floor space shall be
provided within kitchens of sufficient size to inscribe a circle with a
diameter not less than 60 inches (1525 mm). Doors in any position may
encroach into this space by not more than 12 inches (305 mm). The clear
floor spaces at fixtures, the accessible route of travel, and the
unobstructed floor space may overlap.
1106.12.2 Counter surfaces and shelving. Within Type A dwelling units,
a counter surface, a minimum of 30 inches (760 mm) wide by 24 inches (610
mm) deep, shall be provided at a maximum height of 34 inches (865 mm),
with a knee space beneath at least 27 inches (685 mm) in height.
In other than dwelling units, at least 50 percent of shelf space in
cabinets, refrigerators and freezers shall be within the reach ranges
specified in Section 1106.2.4.
1106.13 Water Fountains.
1106.13.1 Clear floor space. Wall- and post-mounted cantilevered units
shall have a minimum clear floor space in front of the unit, of 30 inches
(760 mm) in width by 48 inches (1220 mm) in depth to allow a forward
approach.
Free-standing or built-in units not having a clear space beneath
them shall have an adjacent clear floor space at least 30 inches (760 mm)
in depth by 48 inches (1220 mm) in width in order to allow a person in
a wheelchair to make a parallel approach to the unit.
1106.13.2 Knee space. Wall- and post-mounted cantilevered units shall
have knee space in accordance with Section 1106.2.4.3. The knee space
shall be not less than 17 inches (430 mm) nor more than 19 inches (485
mm) in depth.
1106.13.3 Spout location. Spouts shall be located not more than 36
inches (915 mm) above the floor or ground surface. Spouts shall be
located at the front of the unit and shall direct a water flow not less
than 4 inches (102 mm) in height, in a trajectory parallel to the front
of the unit. Recessed units shall be installed such that the spout is
not recessed beyond the plane of the wall.
1106.13.4 Controls. Controls shall be located not more than 6 inches
(152 mm) from the front of the unit and shall comply with Section 1106.3.
The force required to activate the control shall not exceed 5 pounds
(22.2 N).
1106.13.5 Water fountains in alcoves. Where a unit is installed in an
alcove greater than 8 inches (205 mm) in depth, the alcove shall be not
less than 48 inches (1220 mm) in width. A minimum 24 inches (610 mm) of
clear space shall be provided from the spout to the nearest side wall of
the alcove.
1106.14 Telephones.
1106.14.1 Clear floor or ground space. A clear floor or ground space,
not less than 30 inches (760 mm) by 48 inches (1220 mm), that allows
either a forward or parallel approach, shall be provided in front of
telephones. Bases, enclosures and fixed seats shall not project into the
clear floor space.
Where parallel approach is provided, any shelf or enclosure shall
not project farther than 10 inches (255 mm) beyond the face of the
telephone.
Where a forward approach is provided, any shelf shall not project
farther than 20 inches (510 mm) beyond the face of the telephone; any
enclosure panels shall be a minimum 30 inches (760 mm) apart, and where
less than 36 inches (915 mm) apart, shall project no more than 24 inches
(610 mm) beyond the face of the phone.
1106.14.2 Height. The highest operable part of a telephone shall be
within the reach ranges specified in Section 1106.2.4.
1106.14.3 Equipment for persons with hearing impairments. Telephones
shall be equipped with volume controls and shall be hearing aid
compatible. Volume controls shall be capable of increasing volume not
less than 12 dbA nor more than 18 dbA above normal.
EXCEPTION: Where an automatic reset is provided, 18 dbA may be exceeded.
1106.14.4 Controls. Telephones shall have push-button controls where
service for such equipment is available.
1106.14.5 Cord length. The cord from the telephone to the handset shall
be not less than 29 inches (737 mm) in length.
1106.14.6 Text telephones. Text telephones shall be permanently affixed
within, or adjacent to, the telephone enclosure. Where an acoustic
coupler is used, the telephone cord shall be sufficiently long to allow
connection of the text telephone and the telephone receiver.
1106.14.7 Shelf and electrical outlet. Shelves and an electrical outlet
shall be located within or adjacent to the telephone enclosure. The
shelf shall be not less than 10 inches by 10 inches (255 mm by 255 mm)
in dimension, with a vertical clearance above the shelf of not less than
6 inches (152 mm). The telephone handset shall be capable of being
placed flush on the surface of the shelf.
1106.15 Alarms.
1106.15.1 Audible alarms. Audible alarms shall produce a sound in
accordance with the Fire Code.
1106.15.2 Visible alarms. Visible alarm signal appliances shall be
integrated into the building or facility alarm system. Where single-station audible alarms are provided, single-station visible alarm signals
shall be provided.
EXCEPTION: Dwelling units in Group R, Division 1 apartment buildings.
Visible alarms shall be located not less than 80 inches (2030 mm)
above floor level, or 6 inches (152 mm) below the ceiling, whichever is
lower, and at an interval of not more than 50 feet (15 m) horizontal, in
rooms, corridors, and hallways.
In rooms or spaces exceeding 100 feet (30 m) in horizontal
dimension, with no obstructions exceeding 6 feet (1830 mm) in height
above the finished floor, visible alarms may be placed around the
perimeter at intervals not to exceed 100 feet (30 m) horizontally.
Visible alarm signals shall comply with the following criteria:
1. The lamp shall be a xenon strobe type or equivalent.
2. The color shall be clear or unfiltered white light.
3. The maximum pulse duration shall be two-tenths of one second (0.2
sec) with a maximum duty cycle of 40 percent. The pulse duration is
defined as the time interval between initial and final point of 10
percent of maximum signal.
4. The intensity shall be a minimum of 75 candela.
5. The flash rate shall be a minimum of 1 Hz and a maximum of 3 Hz.
1106.15.3 Access to manual fire alarm systems. Manual fire alarm
devices shall be mounted not more than 54 inches (1370 mm) above the
floor where a parallel approach is provided.
1106.16 Signage.
1106.16.1 Symbols.
1106.16.1.1 International Symbol of Access. The International Symbol
of Access shall be as shown below:
1106.16.1.2 Text telephones. Text telephones required by Section
1105.4.2 shall be identified by the International Text Telephone Symbol
as shown below:
1106.16.1.3 Assistive listening systems. Permanently installed
assistive listening systems that are required by Section 1103.1.2.2 shall
be identified by the International Symbol of Access for Hearing Loss as
shown below:
1106.16.1.4 Volume control telephones. Telephones required by Section
1105.4.2 to have volume controls shall be identified by a handset
containing a depiction of a telephone handset with radiating sound waves.
1106.16.2 Mounting location and height. Signs shall be installed on the
wall adjacent to the latch side of the door. Signs shall be centered at
60 inches (1525 mm) above the finished floor. Mounting location for such
signage shall be such that a person may approach within 3 inches (76 mm)
of signage without encountering protruding objects or standing within the
swing of a door.
1106.16.3 Finish and color. Characters and symbols shall have a high
contrast with their background. The character and background of interior
signs shall be eggshell, matte, or other nonglare finish.
All interior and exterior signs depicting the International Symbol
of Access shall be white on a blue background.
1106.16.4 Character proportion and height. Letters and numbers on signs
shall have a width-to-height ratio between 3:5 and 1:1 and a stroke-width-to-height ratio between 1:5 and 1:10.
Characters and numbers on signs shall be sized according to the
viewing distance from which they are to be read. The minimum character
height for signs that are suspended or projected overhead is 3 inches (76
mm) for upper case letters. Lower case letters are permitted.
1106.16.5 Raised and Braille characters and pictorial symbol signs
(pictograms).
1106.16.5.1 Raised characters and symbols. Characters and symbols on
tactile signs shall be raised at least 1/32 inch (.8 mm). Raised
characters and symbols shall be simple type face upper case characters.
Raised characters and symbols shall be between 5/8 inch (16 mm) and 2
inches (51 mm) in height. Raised characters shall be accompanied by
Braille in accordance with this section.
1106.16.5.2 Braille. Braille shall be separated from the corresponding
raised characters or symbols. Braille shall be Grade 2.
1106.16.5.3 Pictograms. Where provided, pictograms shall be accompanied
by the equivalent verbal description placed directly below the pictogram.
The border dimension of the pictogram shall be not less than 6 inches
(152 mm) in height.
1106.17 Detectable Warnings. Detectable warnings on walking surfaces
shall consist of raised truncated domes having a diameter of 0.9 inches
(23 mm) nominal, a height of 0.2 inches (5 mm) nominal, and a center-to-center spacing of 2.35 inches (60 mm) nominal, and shall contrast
visually with adjoining surfaces.
1106.18 Storage, Shelving and Display Units.
1106.18.1 Clear floor space. Storage, shelving and display units shall
have a clear floor space, not less than 30 inches (760 mm) by 48 inches
(1220 mm), that allows for either a forward or parallel approach.
1106.18.2 Height. Accessible storage, shelving and display units shall
be within the reach ranges specified in Section 1106.2.4. Clothes rods
shall be not more than 54 inches (1370 mm) above the floor.
1106.19 Seating, Tables, and Sinks.
1106.19.1 Clear floor space. Sinks and seating spaces at tables shall
have a clear floor space of not less than 30 inches (760 mm) by 48 inches
(1220 mm), that allows forward approach. The clear floor space shall not
overlap knee space by more than 19 inches (483 mm).
1106.19.2 Knee clearances. Knee spaces at tables, counters, and sinks
shall be provided in accordance with Section 1106.2.4.3. In addition,
the depth of the knee space shall be not less than 19 inches (483 mm).
No projection which might obstruct the arm of a wheelchair may intrude
into this clearance, within 24 inches (610 mm) horizontally from the
table edge.
1106.19.3 Height. The tops of tables and sinks shall be not less than
28 inches (710 mm) nor more than 34 inches (865 mm) in height above the
floor or ground.
1106.20 Aisles. All aisles required to be accessible, including check
out aisles, food service lines, and aisles between fixed tables, shall
be not less than 36 inches (915 mm) in width.
1106.21 Assembly Areas.
1106.21.1 Wheelchair spaces.
1106.21.1.1 Location. Wheelchair spaces shall be an integral part of
any fixed seating plan and shall be dispersed throughout the seating
area. Spaces shall adjoin an accessible route of travel that also serves
as a means of egress and shall be located to provide lines of sight
comparable to those for all viewing areas.
EXCEPTION: Accessible viewing positions may be clustered for bleachers, balconies and other areas having sight lines that require slopes of greater than 5 percent. Equivalent
accessible viewing positions may be located on levels having accessible egress.
1106.21.1.2 Size. Wheelchair spaces shall be not less than 33 inches
(840 mm) in width. Where forward or rear approach is provided,
wheelchair spaces shall be not less than 48 inches (1220 mm) in depth.
Where only side approach is provided, wheelchair spaces shall be not less
than 60 inches (1525 mm) in depth.
1106.21.1.3 Surfaces. The ground or floor surfaces at wheelchair
locations shall be level and shall comply with Section 1106.7.
1106.21.2 Placement of assistive listening systems. Where an assistive
listening system serves individual fixed seats, such seats shall have a
clear line of sight and shall be located not more than 50 feet (15 m)
from the stage or performance area.
1106.22 Restaurants and Cafeterias.
1106.22.1 Aisles. Aisles to fixed tables required to be accessible
shall comply with Section 1106.20.
1106.22.2 Food service lines.
1106.22.2.1 Clear floor space. Food service lines shall comply with
Section 1106.20.
1106.22.2.2 Height. Tray slides shall be mounted not more than 34
inches (865 mm) in height above the floor.
1106.22.2.3 Counters and bars. Where service of food or drink is
provided at counters more than 34 inches (865 mm) in height, to customers
seated on stools or standing, a portion of the main counter shall be
provided in compliance with Section 1106.19, or service shall be
available at accessible tables within the same area.
1106.22.2.4 Tableware and condiment areas. Self-service shelves and
dispensing devices for tableware, dishware, condiments, food, and
beverages shall be installed to comply with Section 1106.18.
1106.23 Patient bedrooms. Each patient bedroom shall be designed and
constructed to provide space for a 180-degree turn that complies with
Section 1106.2.2. Each patient room shall have a minimum clear floor
space not less than 36 inches (915 mm) on each side of any bed.
1106.24 Customer Service Facilities.
1106.24.1 Dressing and fitting rooms.
1106.24.1.1 Clear floor space. Each dressing and fitting room shall
have a clear floor space complying with Section 1106.2.
EXCEPTION: Dressing and fitting rooms that are entered through a curtained opening need not comply with Section 1106.2.2.
1106.24.1.2 Doors. All doors to accessible dressing and fitting rooms
shall comply with Section 1106.10.
1106.24.1.3 Benches. Every accessible dressing or fitting room shall
have a bench installed adjacent to the longest wall in the room. The
bench shall be not less than 24 inches (610 mm) in width and 48 inches
(1220 mm) in length, and shall be mounted not less than 17 inches (430
mm) nor more than 19 inches (483 mm) above the finished floor.
Clear floor space shall be provided adjacent to the bench to allow
for parallel transfer, and the structural strength of the bench shall
comply with Section 1106.11.11.3.
Where benches are installed in dressing and fitting rooms adjacent
to showers, swimming pools, or other wet locations, water shall not
accumulate upon the surface of the bench and the bench shall have a slip-resistant surface.
1106.24.1.4 Mirrors. Where provided, mirrors in accessible dressing and
fitting rooms shall be not less than 18 inches (455 mm) in width by 54
inches (1370 mm) in height and shall be mounted opposite the bench.
1106.24.2 Counters and windows. Where counters are required to be
accessible, the accessible portion shall be not less than 36 inches (915
mm) in length and not more than 36 inches (915 mm) in height above the
finished floor.
Where accessible windows are required, they shall be no more than
36 inches (915 mm) in height above the finished floor.
EXCEPTION: An auxiliary counter with a maximum height of 36 inches (915 mm) is installed in close proximity to the main counter.
1106.24.3 Check-out aisles. The width of accessible check-out aisles
shall comply with Section 1106.20. Counters in accessible check-out
aisles shall be not more than 38 inches (965 mm) in height, and the top
of the raised edge of the counter shall not exceed 40 inches (1015 mm)
in height above the finished floor.
Accessible check-out aisles shall be identified by the International
Symbol of Access in accordance with Section 1106.16.1.1.
1106.25 Libraries.
1106.25.1 Reading and study areas. At least 5 percent, or a minimum of
one, of each element of fixed seating, tables, or study carrels shall
comply with Section 1106.19. Clearances between fixed accessible tables
and study carrels shall comply with Section 1106.20.
1106.25.2 Check-out areas. At least one lane at each check-out area
shall comply with Section 1106.20. Any traffic control or book security
gates or turnstiles shall comply with Section 1106.10.
1106.25.3 Card catalogs, magazine displays and stacks.
1106.25.3.1 Aisles. Aisles between card catalogs, magazine displays or
stacks shall comply with Section 1106.20.
1106.25.3.2 Height. Card catalogs or magazine displays shall have a
reach height of not more than 54 inches (1370 mm) for side approach and
not more than 48 inches (1220 mm) for forward approach.
Not all shelves in library stacks need be located within reach
ranges required by Section 1106.2.4.
1106.26 Hotels and Congregate Residences.
1106.26.1 Clear floor space. Each sleeping room shall have a space
complying with Section 1106.4.1, along both sides of each bed.
EXCEPTION: In rooms with two beds, only one 36 inch (915 mm) wide maneuvering space need be provided between the two beds.
1106.26.2 Accessible route of travel. An accessible route of travel
complying with Section 1103.2.2 shall connect all accessible spaces and
elements; including telephones, patios, terraces, balconies, carports,
garages or parking spaces; with all accessible sleeping rooms.
1106.26.3 Doors. Doors within all sleeping rooms, suites or other
covered units shall comply with Section 1106.10.
1106.26.4 Storage. Where fixed or built-in storage is provided in
accessible units, sleeping rooms, or suites; including cabinets, shelves,
closets, and drawers; at least one of each type shall comply with Section
1106.18.
1106.26.5 Controls. All controls in accessible units, sleeping rooms,
and suites shall comply with Section 1106.3.
1106.27 Dwelling Units.
1106.27.1 Type A and B dwelling units. Type A and B dwelling units
shall comply with Section 1106.
EXCEPTIONS:
1. In a Type A accessible dwelling unit with two or more stories, access to other levels is not required if the accessible level complies with all requirements for Type A
accessible dwelling units and that kitchen, toilet and bathing facilities, and at least one bedroom are provided on the accessible level.
2. Kitchens in Type B dwelling units need not comply with Section 1106.12.1, provided that:
2.1. A clear space at least 30 inches by 48 inches (760 mm by 1220 mm) that allows parallel approach by a person in a wheelchair is provided at the range or cook top
and sink, and either a parallel or forward approach is provided at all other appliances; and,
2.2. In all other kitchens, clearance between all opposing counters, base cabinets, countertops, appliances, and walls shall be not less than 40 inches (1015 mm); and,
2.3. In "U" shaped kitchens with a sink, range, or cooktop at the base of the "U", an unobstructed floor space of sufficient size to inscribe a circle with a diameter of
not less than 60 inches (1525 mm) shall be provided.
3. Bathrooms in Type B dwelling units need not comply with Section 1106.11.2, provided that sufficient maneuvering space which is not less than 30 inches by 48 inches
(760 by 1220 mm) is provided within the bathroom. Doors may swing into the clear floor space provided at any fixture, but shall not encroach on the required
maneuvering space.
4. Doors in Type B dwelling units, other than the primary entry door, need not comply with Section 1106.10.3.
5. Mezzanines in Type A or B dwelling units need not be accessible.
6. Raised or sunken floors in Type B dwelling units need not be accessible, provided that they do not interfere with the accessible route of travel through the unit, and
are not located in the kitchen or bathroom.
7. Counter surfaces in Type B dwelling units need not comply with Section 1106.12.2.
8. Within an individual dwelling unit in a building with an elevator, access to other levels is not required if the accessible level complies with all requirements for accessible
dwelling units.
9. In Type B dwelling units, exterior deck, patio, or balcony surfaces may be no more than 4 inches (100 mm) below the floor level of the interior surface where the
exterior surface is constructed of an impervious material such as concrete, brick, or flagstone.
10. Vanities or lavatories in Type A and B dwelling units may be located in the clear floor spaces as permitted in Section 1106.11.5.1.
11. Seats for bathtubs or showers are not required in Type B dwelling units.
12. In Type B dwelling units, the clear floor space for bathtubs or showers may be reduced to not less than 30 inches (760 mm) in width by 48 inches (1220 mm) in length.
1106.27.2 Adaptable fixtures for dwelling units.
1106.27.2.1 Grab bars. Grab bars may be omitted in bathing and toilet
facilities within Type A or B dwelling units, provided that all
structural reinforcements for grab bar installation are provided in the
appropriate locations in the adjoining walls.
1106.27.2.2 Kitchen counters. Cabinets or shelving may be installed
beneath the counter space required by Section 1106.12.2, provided that
such cabinetry or shelving is not permanent, and is easily removable.
1106.27.2.3 Lavatories. Cabinets or shelving may be installed beneath
bathroom lavatories provided that such cabinetry or shelving is not
permanent, and is easily removable.
1106.27.2.4 Signage. Parking signage required by Section 1107.3 need
not be installed in spaces designated for accessible dwelling units.
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NEW SECTION
WAC 51-40-1107 Section 1107--Parking facilities.
Section 1107.1 Accessible Parking Required.
1107.1.1 General. For other than Group R, Division 1 apartment
buildings, when parking lots or garage facilities are provided,
accessible parking spaces shall be provided in accordance with Table No.
11-F.
1107.1.2 Inpatient and outpatient medical care facilities. For Group
I, Division 1.1, 1.2 and 2 units and facilities specializing in the
treatment of persons with mobility impairments on either an inpatient or
outpatient basis, 20 percent of the parking spaces provided accessory to
such units and facilities shall be accessible.
1107.1.3 Outpatient medical care facilities. For Group I, Division 1.1
and 1.2 Occupancies providing outpatient medical care facilities, 10
percent of the parking spaces provided accessory to such occupancies
shall be accessible.
1107.1.4 Apartment buildings. For Group R, Division 1 apartment
buildings where parking is provided, one accessible parking space shall
be provided for each Type A dwelling unit and reserved for it's
occupants. In addition, where the total parking provided on a site
exceeds 1 parking space per dwelling unit, not less than 2 percent, and
in no case less than 1 space, of this additional parking shall be
accessible.
1107.1.5 Van parking. For other than Group R, Division 1 apartment
buildings, where accessible parking is required, one of every eight
accessible parking spaces, or fraction thereof, shall be designed to be
accessible to vans.
1107.1.6 Location of parking. Accessible parking spaces shall be
located on the shortest possible accessible route of travel to an
accessible building entrance. In facilities with multiple accessible
building entrances with adjacent parking, accessible parking spaces shall
be dispersed and located near the accessible entrances. Wherever
practical, the accessible route of travel shall not cross lanes of
vehicular traffic. Where crossing traffic lanes is necessary, the route
of travel shall be designated and marked as a crosswalk.
EXCEPTION: In multilevel parking structures, all accessible van parking spaces may be located on the same level.
Where a parking facility is not accessory to a particular building,
accessible parking spaces shall be located on the shortest accessible
route to an accessible pedestrian entrance to the parking facility.
1107.2 Design and Construction.
1107.2.1 General. When accessible parking spaces are required by this
section, they shall be designed and constructed in accordance with this
section.
1107.2.2 Size. Parking spaces shall be not less than 96 inches (2440
mm) in width and shall have an adjacent access aisle not less than 60
inches (1525 mm) in width. Van accessible parking spaces shall have an
adjacent access aisle not less than 96 inches (2440 mm) in width.
Where two adjacent spaces are provided, the access aisle may be
shared between the two spaces. Boundaries of access aisles shall be
marked so that the aisles will not be used as parking space.
1107.2.3 Vertical clearance. Where accessible parking spaces are
required for vans, the vertical clearance shall be not less than 114
inches (2895 mm) at the parking space and along at least one vehicle
access route to such spaces from site entrances and exits.
1107.2.4 Slope. Accessible parking spaces and access aisles shall be
located on a surface with a slope not to exceed 1 vertical in 48
horizontal.
1107.2.5 Surface. Parking spaces and access aisles shall be firm,
stable, smooth, and slip-resistant.
1107.3 Signs. Every parking space required by this section shall be
identified by a sign, centered between 3 and 5 feet (915 mm and 1525 mm)
above the parking surface, at the head of the parking space. The sign
shall include the International Symbol of Access and the phrase "State
Disabled Parking Permit Required".
Van accessible parking spaces shall have an additional sign mounted
below the International Symbol of Access identifying the spaces as "Van
Accessible."
EXCEPTION: Where all of the accessible parking spaces comply with the standards for van accessible parking spaces.
(See also Section 1106.27.2)
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NEW SECTION
WAC 51-40-1108 Section 1108--Passenger loading zones.
Section 1108.1 Location. Where provided, passenger loading zones shall
be located on an accessible route of travel.
1108.2 Design and Construction.
1108.2.1 General. Passenger loading zones shall be designed and
constructed in accordance with this section.
1108.2.2 Size. Passenger loading zones shall provide an access aisle
not less than 60 inches (1525 mm) in width by 20 feet (6 m) in length
with the long dimension abutting and parallel to: A: the vehicle space
on one side; and B: an accessible route of travel on the other.
1108.2.3 Slope. Such zones shall be located on a surface with a slope
not exceeding 1 vertical in 48 horizontal.
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PART III - ACCESSIBILITY FOR EXISTING BUILDINGS
NEW SECTION
WAC 51-40-1109 Section 1109--Scope.
Section 1109.1 General. The provisions of this part apply to
renovation, alterations, and additions to existing buildings including
those identified as historic buildings. This chapter includes minimum
standards for removing architectural barriers, and providing and
maintaining accessibility for persons with disabilities to existing
buildings and their related facilities.
1109.2 Equivalent Facilitation. Departures from specific technical and
scoping requirements of this part by the use of alternate methods are
permitted where such methods will provide equivalent or greater access
to, and usability of, the facility. Alternate methods shall permit
individuals with disabilities to approach, enter, and use a site,
building, facility or portion thereof; as easily, safely, conveniently,
and independently as the specified method.
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NEW SECTION
WAC 51-40-1110 Section 1110--Definitions.
Section 1110. For the purpose of this part, certain terms are designated
as follows:
ALTERATION is any change, addition, or modification in construction
or occupancy.
ALTERATION, SUBSTANTIAL is any alteration, where the total cost of
all alterations (including but not limited to electrical, mechanical,
plumbing, and structural changes) for a building or facility within any
12-month period amounts to 60 percent or more of the appraised value.
PATH OF TRAVEL means a continuous, unobstructed way of pedestrian
passage by means of which an altered area may be approached, entered, and
exited, and which connects the altered area with an exterior approach
(including sidewalks, streets, and parking areas), an entry to the
facility, and other parts of the facility. For the purposes of this
part, the term path of travel also includes restrooms, telephones, and
water fountains serving the altered area.
TECHNICALLY INFEASIBLE means that an alteration has little
likelihood of being accomplished because existing structural conditions
would require removing or altering a load-bearing member which is an
essential part of the structural frame, or because site constraints
prohibit modification or addition of elements, spaces, or features which
are in full and strict compliance with the minimum requirements for new
construction and necessary to provide accessibility.
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NEW SECTION
WAC 51-40-1111 Section 1111--Additions.
Section 1111 Additions. New additions may be made to existing buildings
without making the entire building comply, provided the new additions
conform to the provisions of Part II of this chapter, except as follows:
1. Entrances. Where a new addition to a building or facility does
not have an accessible entrance, at least one entrance in the existing
building or facility shall be accessible.
2. Accessible Route. Where the only accessible entrance to the
addition is located in the existing building or facility, at least one
accessible route of travel shall be provided through the existing
building or facility to all rooms, elements and spaces in the new
addition which are required to be accessible.
3. Toilet and Bathing Facilities. Where there are no toilet rooms
and bathing facilities in an addition and these facilities are provided
in the existing building, then at least one toilet and bathing facility
in the existing facility shall comply with Section 1106 or with Section
1112.3.7.
4. Group I Occupancies. Where patient rooms are added to an
existing Group I Occupancy, a percentage of the additional rooms equal
to the requirement of Section 1103.1.6, but in no case more than the
total number of rooms required by Section 1103.1.6, shall comply with
Section 1106.23. Where toilet or bathing facilities are part of the
accessible rooms, they shall comply with Section 1106.11.
5. Path of Travel. Where an addition affects the access to or use
of an area of primary function, to the maximum extent feasible, the path
of travel to the area of primary function shall be made accessible.
EXCEPTION: Subject to the approval of the building official, the path of travel need not be made accessible if the cost of compliance with this part would exceed 20 percent of the
total cost of construction, inclusive of the cost of eliminating barriers, within a 36-month period.
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NEW SECTION
WAC 51-40-1112 Section 1112--Alterations.
Section 1112 Alterations.
1112.1 General.
1112.1.1 Compliance. Alterations to existing buildings or facilities
shall comply with this section. No alteration shall reduce or have the
effect of reducing accessibility or usability of a building, portion of
a building, or facility. If compliance with this section is technically
infeasible, the alteration shall provide accessibility to the maximum
extent feasible.
EXCEPTION: Except when substantial as defined by Section 1110, alterations to Group R, Division 1 apartment buildings need not comply with this section.
1112.1.2 Existing elements. Where existing elements, spaces, essential
features or common areas are altered, each such altered element, space,
feature, or area shall comply with the applicable provisions of Part II
of this chapter. Where an alteration is to an area of primary function,
to the maximum extent feasible, the path of travel to the altered area
shall be made accessible. See also Appendix Chapter 11 Division II.
EXCEPTIONS:
1. An accessible route of travel need not be provided to altered elements, spaces or common areas which are not areas of primary function.
2. Areas of evacuation assistance need not be added to an altered building.
3. Subject to the approval of the building official, the path of travel need not be made accessible if the cost of compliance with this part would exceed 20 percent of
the total cost of construction, inclusive of the cost of eliminating barriers, within an 36-month period.
1112.1.3 Installation of stairs or escalators. Where an escalator or
new stairway is planned or installed requiring major structural changes,
then a means of vertical transportation (e.g. elevator, platform lift)
shall be provided in accordance with this chapter.
1112.1.4 Other requirements.
1112.1.4.1 Where alterations of single elements, when considered
together, amount to an alteration of a room or space in a building or
facility, the entire area or space shall be accessible.
1112.1.4.2 No alteration of an existing element, space or area of a
building shall impose a requirement for greater accessibility than that
which would be required for new construction.
1112.1.4.3 Where the alteration work is limited solely to the
electrical, mechanical or plumbing system or hazardous materials removal,
and does not involve the alteration, structural or otherwise, of any
elements and spaces required to be accessible under these standards,
Chapter 11 does not apply.
1112.1.4.4 Where alterations would increase the number of public pay
telephones to four, with at least one in the interior, or where the
facility has four or more public pay telephones and one or more is
altered; at least one interior text telephone shall be provided in
accordance with Section 1106.14.
1112.1.4.5 Where a building has an accessible entrance, altered
entrances need not be made accessible unless they provide access to areas
of primary function.
1112.1.4.6 Where sleeping rooms are altered in an existing Group R,
Division 1 hotel, at least 1 sleeping room that complies with Section
1106.26 shall be provided for each 25 sleeping rooms or fraction thereof.
In addition, at least 1 sleeping room for each 25 sleeping rooms or
fraction thereof shall have telephones, visible alarms, and visible
notification devices in accordance with Section 1103.1.8.3.
1112.1.4.7 Where patient bedrooms are altered in an existing Group I
Occupancy, a percentage of the altered bedrooms equal to the requirement
of Section 1103.1.6, but in no case more than the total number of
bedrooms required by Section 1103.1.6, shall comply with Section 1106.23.
Where toilet or bathing facilities are part of the accessible rooms, they
shall comply with Section 1106.11.
1112.2 Substantial Alterations. Where substantial alteration as defined
in Section 1110 occurs to a building or facility, the entire building or
facility shall comply with Part II of this code.
EXCEPTIONS:
1. Areas of evacuation assistance need not be added to a substantially altered building.
2. Type B Dwelling units need not be provided in buildings which are substantially altered.
1112.3 Modifications.
1112.3.1 General. The following modifications set forth in this section
may be used for compliance where the required standard is technically
infeasible or when providing access to historic buildings.
1112.3.2 Ramps. Curb ramps and ramps constructed on existing sites, or
in existing buildings or facilities, may have slopes and rises greater
than specified in Part II of this chapter, where space limitations
preclude the use of 1 vertical in 12 horizontal slope or less, provided
that:
1. A slope not greater than 1 vertical in 10 horizontal is allowed
for a maximum rise of 6 inches (152 mm).
2. A slope not greater than 1 vertical in 8 horizontal is allowed
for a maximum rise of 3 inches (76 mm).
3. Slopes greater than 1 vertical in 8 horizontal are prohibited.
1112.3.3 Stairways. Full extension of stair handrails is not required
when such extension would be hazardous or impossible due to plan
configuration. When an accessible elevator is provided, existing stairs
need not be made accessible.
1112.3.4 Elevators. Elevators shall comply with Chapter 296-81,
Washington Administrative Code.
1112.3.5 Platform lifts. Upon the approval of the building official,
platform lifts may be used in alterations, in locations in addition to
those permitted in Part II of this chapter, if installation of an
elevator is technically infeasible.
Platform lifts shall comply with Chapter 296-81 of the Washington
Administrative Code.
1112.3.6 Doors.
1112.3.6.1 Clearance. When existing elements prohibit strict compliance
with the clearance requirements, a projection of 5/8 inch (16 mm) maximum
is permitted for the latch side door stop.
1112.3.6.2 Thresholds. Existing thresholds measuring 3/4 inch (19 mm)
high or less which are modified to provide a beveled edge on each side,
may be retained.
1112.3.7 Toilet rooms.
1112.3.7.1 Shared facilities. The addition of one unisex toilet
facility accessible to all occupants on the floor may be provided in lieu
of making existing toilet facilities accessible when it is technically
infeasible to comply with either part of Chapter 11. The unisex facility
shall be located in the same area as existing facilities.
1112.3.7.2 Number. The number of toilet facilities and water closets
required by the Building Code may be reduced by one, in order to provide
accessible features.
1112.3.7.3 Signage. When existing toilet facilities are altered and not
all are made accessible, directional signage complying with Section
1106.16.3 and 1106.16.4 shall be provided indicating the location of the
nearest accessible toilet facility.
1112.3.8 Assembly areas. Seating shall adjoin an accessible route of
travel that also serves as a means of emergency egress or route to an
area for evacuation assistance. In alterations, accessibility to raised
or sunken dining areas, or to all parts of outdoor seating areas is not
required provided that the same services and amenities are provided in
an accessible space usable by the general public and not restricted to
use by people with disabilities.
1112.3.9 Dressing rooms. Where it is technically infeasible to meet the
requirements of Part II of this chapter, one dressing room for each sex,
or a unisex dressing room, on each level shall be accessible.
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NEW SECTION
WAC 51-40-1113 Section 1113--Historic preservation.
Section 1113.1 General. Generally the accessibility provisions of this
part shall be applied to historic buildings and facilities as defined in
Section 3403.5 of this code.
The building official, after consulting with the appropriate
historic preservation officer, shall determine whether provisions
required by this part for accessible routes of travel (interior or
exterior), ramps, entrances, toilets, parking, or signage would threaten
or destroy the historic significance of the building or facility.
If it is determined that any of the accessibility requirements
listed above would threaten or destroy the historic significance of a
building or facility, the modifications of Section 1112.3 for that
feature may be utilized.
1113.2 Special Provisions. Where removing architectural barriers or
providing accessibility would threaten or destroy the historic
significance of a building or facility, the following special provisions
may be used:
1. At least one accessible route from a site access point to an
accessible route of travel shall be provided.
2. At least one accessible entrance which is used by the public
shall be provided.
EXCEPTION: Where it is determined by the building official that no entrance used by the public can comply, access at any accessible entrance which is unlocked during business hours
may be used provided directional signs are located at the primary entrance, and the accessible entrance has a notification system. The route of travel for the accessible
entrance shall not pass through hazardous areas, storage rooms, closets, kitchens or spaces used for similar purposes.
3. Where toilet facilities are provided, at least one toilet
facility complying with Section 1111 and 1112 shall be provided along an
accessible route. Such toilet facility shall be a shared facility
available to both sexes.
4. Accessible routes from an accessible entrance to all publicly
used spaces, on at least the level of accessible entrance, shall be
provided. Access should be provided to all levels of a building or
facility when practical. Displays and written information and documents
shall be located where they can be seen by a seated person.
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NEW SECTION
WAC 51-40-1114 Section 1114--Appeal.
Section 1114.1 Request for Appeal. An appeal from the standards for
accessibility for existing buildings may be filed with the building
official in accordance with Section 105, when existing structural
elements or physical constraints of the site prevent full compliance or
would threaten or destroy the historical significance of a historic
building.
1114.2 Review.
1114.2.1 Consideration of alternative methods. Review of appeal
requests shall include consideration of alternative methods which may
provide partial access.
1114.2.2 Waiver or modification of requirements. The appeals board may
waive or modify the requirements of this section when it is determined
that compliance with accessibility requirements would threaten or destroy
the historic significance of a building or facility.
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NEW SECTION
WAC 51-40-1191 Table No. 11-A.
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NEW SECTION
WAC 51-40-1192 Table No. 11-B.
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NEW SECTION
WAC 51-40-1193 Table No. 11-C.
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NEW SECTION
WAC 51-40-1194 Table No. 11-D.
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NEW SECTION
WAC 51-40-1195 Table No. 11-E.
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NEW SECTION
WAC 51-40-1196 Table No. 11-F.
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NEW SECTION
WAC 51-40-1203 Section 1203--Light and ventilation in Group R
occupancies.
1203.3 Ventilation. Guest rooms and habitable rooms within a dwelling
unit or congregate residence shall be provided with natural ventilation
by means of openable exterior openings with an area of not less than one
twentieth of the floor area of such rooms with a minimum of 5 square feet
(0.46 m2).
In lieu of required exterior openings for natural ventilation, a
mechanical ventilating system may be provided. Such system shall be
capable of providing two air changes per hour in guest rooms,
dormitories, habitable rooms and in public corridors with a minimum of
15 cubic feet per minute (7 L/s) of outside air per occupant during such
time as the building is occupied.
Bathrooms, water closet compartments, laundry rooms and similar
rooms shall be provided with natural ventilation by means of openable
exterior openings with an area not less than one twentieth of the floor
area of such rooms with a minimum of 1 1/2 square feet (0.14 m2).
In lieu of required exterior openings for natural ventilation in
bathrooms containing a bathtub or shower or combination thereof, laundry
rooms, and similar rooms, a mechanical ventilation system connected
directly to the outside capable of providing five air changes per hour
shall be provided. The point of discharge shall be at least 3 feet (914
mm) from any opening which allows air entry into occupied portions of the
building. Bathrooms which contain only a water closet or lavatory or
combination thereof, and similar rooms may be ventilated with an approved
mechanical recirculating fan or similar device designed to remove odors
from the air.
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NEW SECTION
WAC 51-40-1506 Section 1506--Roof drainage.
1506.3 Overflow Drains and Scuppers. Where roof drains are required,
overflow drains having the same size as the roof drains shall be
installed with the inlet flow line located 2 inches (51 mm) above the low
point of the roof, or overflow scuppers having three times the size of
the roof drains and having a minimum opening height of 4 inches (102 mm)
may be installed in the adjacent parapet walls with the inlet flow line
located 2 inches (51 mm) above the low point of the adjacent roof.
Overflow drains shall discharge to an approved location and shall
not be connected to roof drain lines.
EXCEPTION: Storm drain overflows may be connected to the vertical riser for the roof drain.
[]
NEW SECTION
WAC 51-40-1616 Section 1616--Definitions.
EXPOSURE D represents the most severe exposure in areas with basic
wind speeds greater than 80 miles per hour (mph) (129 km/h) and has
terrain which is flat and unobstructed facing large bodies of water over
one mile (1.61 km) or more in width relative to any quadrant of the
building site. Exposure D extends inland from the shoreline 1/4 mile
(0.40 km) or 10 times the building height, whichever is greater.
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NEW SECTION
WAC 51-40-1702 Section 1702--Structural observation.
Structural observation shall be provided in Seismic Zone 3 or 4 when one
of the following conditions exists:
1. The structure is defined in Table 16-K as Occupancy Category I,
II or III,
2. The structure is required to comply with Section 403,
3. The structure is in Seismic Zone 4, Na as set forth in Table 16-S
is greater than one, and a lateral design is required for the entire
structure,
EXCEPTION: One- and two-story Group R, Division 3 and Group U Occupancies and one- and two-story Groups B, F, M and S Occupancies.
4. When so designated by the architect or engineer of record, or
5. When such observation is specifically required by the building
official for unusual lateral force-resisting structures or irregular
structures as defined in Section 1629.
The owner shall employ the engineer or architect responsible for the
structural design, or another engineer or architect designated by the
engineer or architect responsible for the structural design, to perform
structural observations as defined in Section 220. Observed deficiencies
shall be reported in writing to the owner's representative, special
inspector, contractor and the building official. The structural observer
shall submit to the building official a written statement that the site
visits have been made and identifying any reported deficiencies that, to
the best of the structural observer's knowledge, have not been resolved.
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NEW SECTION
WAC 51-40-1909 Section 1909--Strength and serviceability
requirements.
1909.3.4 In Seismic Zones 3 and 4, strength-reduction factors shall be
as given above except for the following:
1909.3.4.1 The shear strength-reduction factor shall be 0.6 for the
design of walls, topping slabs used as diaphragms over precast concrete
members and structural framing members, with the exception of joints, if
their nominal shear strength is less than the shear corresponding to
development of their nominal flexural strength. The shear strength-reduction factor for joints shall be 0.85.
1909.3.4.2 is not adopted.
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NEW SECTION
WAC 51-40-23110 Wood structural panel and particleboard shear walls
tables.
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NEW SECTION
WAC 51-40-2406 Section 2406--Safety glazing.
2406.4 Hazardous Locations. The following shall be considered specific
hazardous locations for the purposes of glazing:
1. Glazing in ingress and egress doors except jalousies.
2. Glazing in fixed and sliding panels of sliding door assemblies
and panels in swinging doors other than wardrobe doors.
3. Glazing in storm doors.
4. Glazing in all unframed swinging doors.
5. Glazing in doors and enclosures for hot tubs, whirlpools, saunas,
steam rooms, bathtubs and showers. Glazing in any portion of a building
wall enclosing these compartments where the bottom exposed edge of the
glazing is less than 60 inches (1525 mm) above a standing surface and
drain inlet.
6. Glazing in fixed or operable panels adjacent to a door where the
nearest exposed edge of the glazing is within a 24-inch (610 mm) arc of
either vertical edge of the door in a closed position and where the
bottom exposed edge of the glazing is less than 60 inches (1525 mm) above
the walking surface.
7. Glazing in an individual fixed or operable panel, other than
those locations described in Items 5 and 6, that meets all of the
following conditions:
7.1 Exposed area of an individual pane greater than 9 square feet
(0.84 m2).
7.2 Exposed bottom edge less than 18 inches (457 mm) above the
floor.
7.3 Exposed top edge greater than 36 inches (914 mm) above the
floor.
7.4 One or more walking surfaces within 36 inches (914 mm)
horizontally of the plane of the glazing.
8. Glazing in railings regardless of height above a walking surface.
Included are structural baluster panels and nonstructural in-fill panels.
EXCEPTION: The following products and applications are exempt from the requirements for hazardous locations as listed in Items 1 through 8:
1. Glazing in Item 6 when there is an intervening wall or other permanent barrier between the door and the glazing.
2. Glazing in Item 7 when a protective bar is installed on the accessible sides of the glazing 34 inches (864 mm) to 38 inches (965 mm) above the floor. The bar shall
be capable of withstanding a horizontal load of 50 pounds per linear foot (729 N/m) without contacting the glass and be a minimum of 11/2 inches (38 mm) in height.
3. Outboard pane in insulating glass units and in other multiple glazed panels in Item 7 when the bottom exposed edge of the glass is 25 feet (7620 mm) or more above
any grade, roof, walking surface, or other horizontal or sloped (within 45 degrees of horizontal) surface adjacent to the glass exterior.
4. Openings in door through which a 3-inch-diameter (76.2 mm) sphere will not pass.
5. Assemblies of leaded, faceted or carved glass in Items 1, 2, 6 and 7 when used for decorative purposes.
6. Curved panels in revolving door assemblies.
7. Doors in commercial refrigerated cabinets.
8. Glass block panels complying with Section 2110.
9. Glazing in walls and fences used as the barrier for indoor and
outdoor swimming pools and spas when all of the following conditions are
present:
9.1 The bottom edge of the glazing is less than 60 inches (1525 mm)
above the pool side of the glazing.
9.2 The glazing is within 5 feet (1525 mm) of a swimming pool or spa
water's edge.
10. Glazing in walls at stairway landings within the width of the
stair and within 5 feet (1525 mm) beyond the bottom and top of flights
of stairs, where the bottom edge of the glazing is less than 60 inches
(1525 mm) above a walking surface.
[]
NEW SECTION
WAC 51-40-2900 Chapter 29--Plumbing systems.
Option 1:
SECTION 2901--PLUMBING CODE.
Plumbing systems shall comply with the Plumbing Code.
SECTION 2902--NUMBER OF FIXTURES.
2902.1 General. The number of plumbing fixtures within a building shall
not be less than set forth in Section 2902 and Table 29-A.
2902.1.1 Within a Building. For the purpose of this chapter two or more
buildings on the same property may be considered as portions of one
building if the aggregate area of such buildings is within the limits
specified in Section 504 for a single building.
2902.1.2 Access. Access to toilet rooms serving multiple tenants shall
be through a common use area and not through an area controlled by a
separate tenant.
2902.2 Group A Occupancies. In Group A Occupancies at least one
drinking fountain shall be provided at each floor level in an approved
location.
EXCEPTION: A drinking fountain need not be provided in a drinking or dining establishment.
For other requirements on plumbing fixtures see Sections 807, 2903,
2904, and Table 29-A.
2902.3 Group B, F, H, M and S Occupancies. In Groups B, F, H, M, and
S Occupancies, buildings or portions thereof where persons are employed
shall be provided with at least one water closet. Separate facilities
shall be provided for each sex when the number of employees exceeds four.
Such toilet facilities shall be located in such building or conveniently
in a building adjacent thereto on the same property.
Such water closet rooms in connection with food establishments where
food is prepared, stored or served shall have a nonabsorbent interior
finish as specified in Section 807.1, shall have hand washing facilities
therein or adjacent thereto, and shall be separated from food preparation
or storage rooms as specified in Section 302.6.
For other requirements on plumbing fixtures, see Sections 807, 2903,
2904 and Table 29-A.
2902.4 Group E Occupancies. The number of plumbing fixtures within a
building shall not be less than set forth in Table 29-A.
For other requirements on plumbing fixtures, see Sections 807, 2903
and 2904.
2902.5 Group I Occupancies. The number of plumbing fixtures within a
building shall not be less than set forth in Table 29-A.
For other requirements on plumbing fixtures see Sections 807, 2903
and 2904.
2902.6 Group R Occupancies. The number of plumbing fixtures within a
building shall not be less than set forth in Table 29-A.
Dwelling units shall be provided with a kitchen equipped with a
kitchen sink.
Each sink, lavatory and either a bathtub or shower shall be equipped
with hot and cold running water necessary for its normal operation.
For other requirements on plumbing fixtures see Sections 807, 2903
and 2904.
SECTION 2903--ACCESSIBILITY
For accessibility requirements for all plumbing fixtures see Chapter
11.
SECTION 2904--PLUMBING FIXTURES
2904.1 Water closet space requirements. The water closet stool in all
occupancies shall be located in a clear space not less than 30 inches
(762 mm) in width. The clear space in front of the water closet stool
shall not be less than 24 inches (610 mm).
2904.2 Drinking Fountains. Drinking fountains shall not be installed
in toilet rooms.
2904.3 Finishes. See Section 807 for wall and floor finishes.
Option 2:
SECTION 2901--PLUMBING CODE.
Plumbing systems shall comply with the Plumbing Code.
SECTION 2902--GENERAL
2902.1 Number of Fixtures.
2902.1.1 Requirements. Plumbing fixtures shall be provided in the
minimum number shown in Table 29-A and in this Chapter. Where the
proposed occupancy is not listed in Table 29-A, the building official
shall determine fixture requirements based on the occupancy which most
nearly resembles the intended occupancy.
2902.1.2 Private offices. Fixtures only accessible to private offices
shall not be counted to determine compliance with this section.
2902.1.3 Occupancy load distribution. The occupant load shall be
divided equally between the sexes, unless data approved by the building
official indicates a different distribution of the sexes.
2902.1.4 Food preparation areas. In food preparation, serving and
related storage areas, additional fixture requirements may be dictated
by health codes.
2902.1.5 Other requirements. For other requirements for plumbing
facilities, see Sections 302.6, 807, 313.5.5 and Chapter 11.
2902.2 Access to Fixtures.
2902.2.1 Location. Plumbing fixtures shall be located in each building
or conveniently in a building adjacent thereto on the same property.
2902.2.2 Multiple tenants. Access to toilets serving multiple tenants
shall be through a common use area and not through an area controlled by
a tenant.
2902.2.3 Multi-story buildings. Required fixtures shall not be located
more than one vertical story above or below the area served.
2902.3 Separate Facilities.
2902.3.1 Requirements. Separate toilet facilities shall be provided for
each sex.
EXCEPTIONS:
1. In occupancies serving 10 or fewer persons, one toilet facility designed for use by no more than one person at a time shall be permitted for use by both sexes.
2. In Group B and M Occupancies with a total floor area of 1500 square feet (139.5 m2) or less, one toilet facility designed for use by no more than one person at a time
shall be permitted for use by both sexes.
2902.3.2 Food service establishments. When customers and employees
share the same facilities, customers accessing the facilities are
excluded from food preparation and storage areas.
2902.4 Pay Facilities. Required facilities shall be free of charge.
Where pay facilities are installed, they shall be in addition to the
minimum required facilities.
2902.5 is not adopted.
2902.6 is not adopted.
SECTION 2903--SPECIAL PROVISIONS
2903.1 Dwelling Units. Dwelling units shall be provided with a kitchen
sink.
2903.2 Water Closet Space Requirements. The water closet stool in all
occupancies shall be located in a clear space not less than 30 inches
(762 mm) in width, with a clear space in front of the stool of not less
than 24 inches (610 mm).
2903.3 Water. Each required sink, lavatory, bathtub and shower stall
shall be equipped with hot and cold running water necessary for its
normal operation.
2903.4 Drinking Fountains.
2903.4.1 Number. Occupant loads over 30 shall have one drinking
fountain for the first 150 occupants, then one per each additional 500
occupants.
EXCEPTIONS:
1. Sporting facilities with concessions serving drinks shall have one drinking fountain for each 1000 occupants.
2. A drinking fountain need not be provided in a drinking or dining establishment.
2904.2 Multi-story buildings. Drinking fountains shall be provided on
each floor having more than 30 occupants in schools, dormitories,
auditoriums, theaters, offices and public buildings.
2903.4.3 Penal Institutions. Penal institutions shall have one drinking
fountain on each cell block floor and one on each exercise floor.
2903.4.4 Location. Drinking fountains shall not be located in toilet
rooms.
SECTION 2904 is not adopted.
[]
[Open Style:Columns Off]
NEW SECTION
WAC 51-40-2929 Table 29-A--Minimum plumbing fixtures.
[Open Style:Columns On]
[]
NEW SECTION
WAC 51-40-3102 Section 3102--Chimneys, fireplaces and barbecues.
3102.5.4 Emission Standards for Factory-built Fireplaces. After
January 1, 1997, no new or used factory-built fireplace shall be
installed in Washington State unless it is certified and labeled in
accordance with procedures and criteria specified in the UBC Standard 31-2.
To certify an entire fireplace model line, the internal assembly
shall be tested to determine its particulate matter emission performance.
Retesting and recertifying is required if the design and construction
specifications of the fireplace model line internal assembly change.
Testing for certification shall be performed by a Washington State
Department of Ecology (DOE) approved and U. S. Environmental Protection
Agency (EPA) accredited laboratory.
3102.7.14 Emission Standards for Certified Masonry and Concrete
Fireplaces. After January 1, 1997, new certified masonry or concrete
fireplaces installed in Washington State shall be tested and labeled in
accordance with procedures and criteria specified in the UBC Standard 31-2.
To certify an entire fireplace model line, the internal assembly
shall be tested to determine its particulate matter emission performance.
Retesting and recertifying is required if the design and construction
specifications of the fireplace model line internal assembly change.
Testing for certification shall be performed by a Washington State
Department of Ecology (DOE) approved and U. S. Environmental Protection
Agency (EPA) accredited laboratory.
[]
NEW SECTION
WAC 51-40-31200 Section 31-2--Standard test method for particulate
emissions from fireplaces.
UNIFORM BUILDING CODE STANDARD 31-2
STANDARD TEST METHOD FOR PARTICULATE EMISSIONS FROM
FIREPLACES
See Sections 3102.5.4 and 3102.7.14, Uniform Building Code
SECTION 31.200--TITLE and SCOPE.
SECTION 31.200.1--TITLE.
This Appendix Chapter 31-2 shall be known as the "Washington State
Standard Test Method for Particulate Emissions from Fireplaces" and may
be cited as such; and will be referred to herein as "this Standard".
SECTION 31.200.2--SCOPE.
This Standard covers emissions performance, approval/certification
procedures, test laboratory accreditation, record keeping, reporting
requirements, and the test protocol for measuring particulate emissions
from fireplaces.
All testing, reporting and inspection requirements of this Standard
shall be conducted by a Washington State Department of Ecology (DOE)
approved testing laboratory. In order to qualify for DOE approval, the
test laboratory must be a U. S. Environmental Protection Agency (EPA)
accredited laboratory (40 CFR Part 60, Subpart AAA). DOE may approve a
test laboratory upon submittal of the following information:
1. A copy of their U. S. EPA accreditation certificate; and
2. A description of their facilities, test equipment, and test-personnel qualifications including education and work experience.
DOE may revoke a test laboratory approval when the test laboratory
is no longer accredited by the U. S. EPA or if DOE determines that the
test laboratory does not adhere to the testing requirements of this
Chapter.
SECTION 31.201--DEFINITIONS. For the purpose of this Standard certain
terms are defined as follows:
ANALYZER CALIBRATION ERROR is the difference between the gas
concentration exhibited by the gas analyzer and the known concentration
of the calibration gas when the calibration gas is introduced directly
to the analyzer.
BURN RATE is the average rate at which test-fuel is consumed in a
fireplace measured in kilograms of wood (dry basis) per hour (kg/hr)
during a test-burn.
CALIBRATION DRIFT is the difference in the analyzer reading from the
initial calibration response at a mid-range calibration value after a
stated period of operation during which no unscheduled maintenance,
repair, or adjustment took place.
CALIBRATION GAS is a known concentration of Carbon Dioxide (CO2), Carbon
Monoxide (CO), or Oxygen (O2) in Nitrogen (N2).
CERTIFICATION or AUDIT TEST is the completion of at least one, three-fuel-load test-burn cycle in accordance with Section 31.202.
FIREBOX is the chamber in the fireplace in which a test-fuel charge(s)
is placed and combusted.
FIREPLACE is a wood burning device which is exempt from U. S. EPA 40 CFR
Part 60, Subpart AAA and:
1. is not a cookstove, boiler, furnace, or pellet stove as defined
in 40 CFR Part 60, Subpart AAA, and
2. is not a masonry heater as defined in Section 31.201, and
3. see Section 3102, Uniform Building Code for definitions of
masonry and factory-built fireplaces as used in this Standard.
FIREPLACE DESIGN is the construction and/or fabrication specifications
including all dimensions and materials required for manufacturing or
building fireplaces with identical combustion function and particulate
emissions factors.
FIREPLACE MODEL LINE is a series of fireplace models which all have the
same internal assembly. Each model in a model line may have different
facade designs and external decorative features.
FIREPLACE, CERTIFIED, is a fireplace that meets the emission performance
standards when tested according to UBC Standard 31-2.
FIREPLACE, NON-CERTIFIED, (masonry or concrete) is any fireplace that is
not a certified fireplace. A non-certified fireplace will be subject to
applicable burn ban restrictions.
INTERNAL ASSEMBLY is the core construction and firebox design which
produces the same function and emissions factor for a fireplace model
line.
MASONRY HEATER is a heating system of predominantly masonry construction
having a mass of at least 800 kg (1760 lbs), excluding the chimney and
foundation, which is designed to absorb a substantial portion of the heat
energy from a rapidly-burned charge of solid fuel by:
a) routing of exhaust gases through internal heat exchange channels
in which the flow path downstream of the firebox includes at least one
180 degree change in flow direction, usually downward, before entering
the chimney, and
b) being constructed of sufficient mass such that under normal
operating conditions the external surface of the heater, except in the
region immediately surrounding the fuel loading door(s), does not exceed
110C (230F).
Masonry heaters shall be listed or installed in accordance with ASTME-1602.
RESPONSE TIME is the amount of time required for the measurement system
to display 95 percent of a step change in gas concentration.
SAMPLING SYSTEM BIAS is the difference between the gas concentrations
exhibited by the analyzer when a known concentration gas is introduced
at the outlet of the sampling probe and when the sample gas is introduced
directly to the analyzer.
SPAN is the upper limit of the gas concentration measurement range (25
percent for CO2, O2, and 5 percent for CO).
TEST FACILITY is the area in which the fireplace is installed, operated,
and sampled for emissions.
TEST FUEL LOADING DENSITY is the weight of the as-fired test-fuel charge
per unit area of usable firebox floor (or hearth).
TEST-BURN is an individual emission test which encompasses the time
required to consume the mass of three consecutively burned test-fuel
charges.
TEST-FUEL CHARGE is the collection of test fuel pieces placed in the
fireplace at the start of certification test.
USABLE FIREBOX AREA is the floor (or hearth) area, within the fire
chamber of a fireplace upon which a fire may be, or is intended to be
built. Usable firebox area is calculated using the following
definitions:
1. Length. The longest horizontal fire chamber dimension along the
floor of the firebox that is parallel to a wall of the fire chamber.
2. Width. The shortest horizontal fire chamber dimension along the
floor of the firebox that is parallel to a wall of the fire chamber.
3. For angled or curved firebox walls and/or sides, the effective
usable firebox area shall be determined by calculating the sum of
standard geometric areas or sub-areas of the firebox floor.
If a fireplace has a floor area within the fire chamber which is
larger than the area upon which it is intended that fuel be placed and
burned, the usable firebox area shall be calculated as the sum of
standard geometric areas or sub-areas of the area intended for fuel
placement and burning. For fireplace grates which elevate the fuel above
the firebox floor, usable firebox area determined in this manner shall
be multiplied by a factor of 1.5. The weight of test-fuel charges for
fireplace-grate usable-firebox-area tests, shall not exceed the weight
of test-fuel charges determined for the entire fireplace floor area.
ZERO DRIFT is the difference in the analyzer reading from the initial
calibration response at the zero concentration level after a stated
period of operation during which no unscheduled maintenance, repair, or
adjustment took place.
Section 31.202--Testing.
31.202.1 Applicability. This method is applicable for the certification
and auditing of fireplace particulate emission factors. This method
describes the test facility, fireplace installation requirements, test-fuel charges, and fireplace operation as well as procedures for
determining burn rates and particulate emission factors.
31.202.2 Principle. Particulate matter emissions are measured from a
fireplace burning prepared test-fuel charges in a test facility
maintained at a set of prescribed conditions.
31.202.3 Test Apparatus.
31.202.3.1 Fireplace Temperature Monitors. Device(s) capable of
measuring flue-gas temperature to within 1.5 percent of expected absolute
temperatures.
31.202.3.2 Test Facility Temperature Monitor. A thermocouple located
centrally in a vertically oriented pipe shield 6 inches (150 mm) long,
2 inches (50 mm) diameter that is open at both ends, capable of measuring
air temperature to within 1.5 percent of expected absolute temperatures.
31.202.3.3 Balance. Balance capable of weighing the test-fuel charge(s)
to within 0.1 lb (0.05 kg).
31.202.3.4 Moisture Meter. Calibrated electrical resistance meter for
measuring test-fuel moisture to within 1 percent moisture content (dry
basis).
31.202.3.5 Anemometer. Device capable of detecting air velocities less
than 20 ft/min (0.10 m/sec), for measuring air velocities near the
fireplace being tested.
31.202.3.6 Barometer. Mercury, aneroid or other barometer capable of
measuring atmospheric pressure to within 0.1 inch Hg (2.5 mm Hg).
31.202.3.7 Draft Gauge. Electromanometer or other device for the
determination of flue draft (i.e., static pressure) readable to within
0.002 inches of water column (0.50 Pa).
31.202.3.8 Combustion Gas Analyzer. Combustion gas analyzers for
measuring Carbon Dioxide (CO2), Carbon Monoxide (CO), and Oxygen (O2) in
the fireplace exhaust-gas stream must meet all of the following
measurement system performance specifications:
1. Analyzer Calibration Error. Shall be less than 2 percent of
the span value for the zero, mid-range, and high-range calibration gases.
2. Sampling System Bias. Shall be less than 5 percent of the
span value for the zero, mid-range, and high-range calibration gases.
3. Zero Drift. Shall be less than 3 percent of the span over the
period of each run.
4. Calibration Drift. Shall be less than 3 percent of the span
value over the period of each run.
5. Response Time. Shall be less than 1.5 minutes.
31.202.4 Emissions Sampling Method. Use the emission sampler system
(ESS) as described in Section 31.203.12 or an equivalent method as
determined by the application of the U. S. EPA Method 301 Validation
Procedure (Federal Register, December 12, 1992, Volume 57, Number 250,
page 11998) and upon approval of DOE.
31.202.5 Fireplace Installation and Test Facility Requirements. The
fireplace being tested must be constructed, if site-built, or installed,
if manufactured, in accordance with the designer's/manufacturer's written
instructions. The chimney shall have a total vertical height above the
base of the fire chamber of not less than 15 feet (4 600 mm). The
fireplace chimney exit to the atmosphere must be freely communicating
with the fireplace combustion makeup-air source. There shall be no
artificial atmospheric pressure differential imposed between the chimney
exit to the atmosphere and the fireplace makeup-air inlet.
31.202.6 Fireplace Aging and Curing. A fireplace of any type shall be
aged before certification testing begins. The aging procedure shall be
conducted and documented by the testing laboratory.
31.202.6.1 Catalyst-Equipped Fireplaces. Operate the catalyst-equipped
fireplace using fuel described in Section 31.203. Operate the fireplace
with a new catalytic combustor in place and in operation for at least 50
hours. Record and report hourly catalyst exit temperatures, the hours
of operation, and the weight of all fuel used.
31.202.6.2 Non-Catalyst-Equipped Fireplaces. Operate the fireplace using
the fuel described in Section 31.203 for at least 10 hours. Record and
report the hours of operation and weight of all fuel used.
31.202.7 Pretest Preparation. Record the test-fuel charge dimensions,
moisture content, weights, and fireplace (and catalyst if equipped)
descriptions.
The fireplace description shall include photographs showing all
externally observable features and drawings showing all internal and
external dimensions needed for fabrication and/or construction. The
drawings must be verified as representing the fireplace being tested and
signed by an authorized representative of the testing laboratory.
31.202.8 Test Facility Conditions. Locate the test facility temperature
monitor on the horizontal plane that includes the primary air intake
opening for the fireplace. Locate the temperature monitor 3 to 6 feet
(1 000 to 2 000 mm) from the front of the fireplace in the 90 sector in
front of the fireplace. Test facility temperatures shall be maintained
between 65 and 90F (18 and 32C). Use an anemometer to measure the air
velocity. Measure and record the room-air velocity within 2 feet (600
mm) of the test fireplace before test initiation and once immediately
following the test-burn completion. Air velocity shall be less than 50
feet/minute (250 mm/second) without the fireplace operating.
Section 31.203--Test protocol.
31.203.1 Test Fuel. Fuel shall be air dried Douglas fir dimensional
lumber or cordwood without naturally associated bark. Fuel pieces shall
not be less than 1/2 nor more than 5/6 of the length of the average fire
chamber width. Fuel shall be split or cut into pieces with no cross-sectional dimension greater than 6 inches (152 mm). Spacers, if used,
shall not exceed 3/4 inches (19 mm) in thickness and 15 percent of the
test-fuel charge weight. Fuel moisture shall be in the range of 16 to
20 percent (wet basis) or 19 to 25 percent (dry basis) meter reading.
31.203.2 Test-Fuel Loading Density. The wet (with moisture) minimum
weight of each test-fuel charge shall be calculated by multiplying the
hearth area in square feet by 7.0 pounds per square foot (square meters
x 0.30 kg/m2) ( 10 percent). Three test-fuel charges shall be prepared
for each test-burn.
31.203.3 Kindling. The initial test-fuel charge of the three test-fuel
charge test-burn shall be started by using a kindling-fuel charge which
is up to 50 percent of the first test-fuel charge weight. Kindling-fuel
pieces can be any size needed to start the fire or whatever is
recommended in the manufacturer's (builder's) instructions to consumers.
The kindling-fuel charge weight is not part of the initial test-fuel
charge weight but is in addition to it.
31.203.4 Test-Burn Ignition. The fire can be started with or without
paper. If used, the weight of the paper must be included in test-fuel
charge weight. The remainder of the test-fuel charge may be added at any
time after kindling ignition except that the entire first test-fuel
charge must be added within 10 minutes after the start of the test (i.e.,
the time at which the flue-gas temperature at the 8-foot (2 440 mm) level
is over 25F (14C) greater than the ambient temperature of the test
facility).
31.203.5 Test Initiation. Emissions and flue-gas sampling are initiated
immediately after the kindling has been ignited and when flue-gas
temperatures in the center of the flue at an elevation of 8 feet (2 440
mm) above the base (floor) of the fire chamber reach 25F (14C) greater
than the ambient temperature of the test facility.
31.203.6 Sampling Parameters. Sampling (from the 8-foot [2 440 mm] flue-gas temperature measurement location) must include:
1. Particulate Emissions
2. Carbon Dioxide (CO2)1
3. Carbon Monoxide (CO)1
4. Oxygen (O2)1
5. Temperature(s)
1 These gases shall be measured on-line (real-time) and recorded at a frequency of not less than once every 5 minutes. These 5-minute readings are to be arithmetically
averaged over the test-burn series or alternatively, a gas bag sample can be taken at a constant sample rate over the entire test-burn series and analyzed for the
required gases within one hour of the end of the test-burn.
If a fireplace is equipped with an emissions control device which
is located downstream from the 8-foot (2 440 mm) flue-gas temperature
measurement location, a second temperature, particulate, and gaseous
emissions sampling location must be located downstream from the emissions
control device but not less than 4 flue diameters upstream from the flue
exit to the atmosphere. The two sampling locations must be sampled
simultaneously during testing for each fireplace configuration being
tested.
31.203.7 Test-Fuel Additions and Test Completion. The second and third
test-fuel charges for a test-burn may be placed and burned in the fire
chamber at any time deemed reasonable by the operator or when recommended
by the manufacturer's and/or builder's instructions to consumers.
No additional kindling may be added after the start of a test-burn
series and the flue-gas temperature at the 8-foot (2 440 mm) level above
the base of the hearth must always be 25F (14C) greater than the
ambient temperature of the test facility for a valid test-burn series.
Each entire test-fuel charge must be added within 10 minutes from the
addition of the first piece.
A test (i.e., a three test-fuel charge test-burn series) is
completed and all sampling and measurements are stopped when all three
test-fuel charges have been consumed (to more than 90 percent by weight)
in the firebox and the 8-foot (2 440 mm) level flue-gas temperature drops
below 25F (14C) greater than the ambient temperature of the test
facility. Within 5 minutes after the test-burn is completed and all
measurements and sampling has stopped, the remaining coals and/or
unburned fuel, shall be extinguished with a carbon dioxide fire
extinguisher. All of the remaining coals, unburned fuel, and ash shall
be removed from the firebox and weighed to the nearest 0.1 pound (0.05
kg). The weight of these unburned materials and ash shall be subtracted
from the total test-burn fuel weight when calculating the test-burn burn
rate. A test-burn is invalid if less than 90 percent of the weight of
the total test-fuel charges plus the kindling weight have been consumed
in the fireplace firebox.
31.203.8 Test-Fuel Charge (Load) Adjustments. Test-fuel charges may be
adjusted (i.e., repositioned) once during the burning of each test-fuel
charge. The time used to make this adjustment shall be less than 15
seconds.
31.203.9 Air Supply Adjustment. Air supply controls, if the fireplace
is equipped with controls, may not be adjusted during any test-burn
series after the first 10 minutes of startup of each fuel load. All air
supply settings must be set to the lowest level at the start of a test
and shall remain at the lowest setting throughout a test-burn.
31.203.10 Auxiliary Fireplace Equipment Operation. Heat exchange blowers
(standard or optional) sold with the fireplace shall be operated during
all test-burns following the manufacturer's written instructions. If no
manufacturer's written instructions are available, operate the heat
exchange blower in the "high" position. (Automatically operated blowers
shall be operated as designed.) Shaker grates, by-pass controls,
afterburners, or other auxiliary equipment may be adjusted only once per
test-fuel charge following the manufacturer's written instructions.
Record and report all adjustments on a fireplace operational written-record.
31.203.11 Fireplace Configurations. One, 3 test-fuel charge test-burn
shall be conducted for each of the following fireplace operating
configurations:
1. Door(s) closed, with hearth grate;
2. Door(s) open, with hearth grate;
3. Door(s) closed, without hearth grate;
4. Door(s) open, without hearth grate; and
5. With no doors, and draft inducer on.
No test-burn series is necessary for any configuration the appliance
design cannot or is not intended to accommodate. If a configuration is
not tested, the reason must be submitted with the test report and the
appliance label must state that the appliance cannot be used in that
configuration by consumer users.
One emission factor result, or one emission factor average, as
provided in paragraph 31.203.11.2, from each fireplace configuration
tested shall be compiled into an arithmetic average of all the
configurations tested for determining compliance with the requirements
of paragraph 31.204.2.
31.203.11.1 Closed-Door(s) Testing. For all closed-door test
configurations, the door(s) must be closed within 10 minutes from the
addition of the first test-fuel piece of each test-fuel charge in a test-burn. During a test-burn, the door(s) cannot be re-opened except during
test-fuel reload and adjustment as referenced in Sections 31.203.7 and
31.203.8.
31.203.11.2 Additional Test-Burn. The testing laboratory may conduct
more than one test-burn series for each of the applicable configurations
specified in Section 31.203.11. If more than one test-burn is conducted
for a specified configuration, the results from at least 2/3 of the test-burns for that configuration shall be used in calculating the arithmetic
average emission factor for that configuration. The measurement data and
results of all tests conducted shall be reported regardless of which
values are used in calculating the average emission factor for that
configuration.
31.203.12 Emissions Sampling System (ESS).
31.203.12.1 Principle. Figure 31-2-1 shows a schematic of an ESS for
sampling solid-fuel-fired fireplace emissions. Except as specified in
Section 31.202.4, an ESS in this configuration shall be used to sample
all fireplace emissions. The ESS shall draw flue gases through a 15 inch
(380 mm) long, 3/8 inch (10 mm) O.D. stainless steel probe which samples
from the center of the flue at an elevation which is 8 feet (2 440 mm)
above the floor of the firebox (i.e., the hearth). A flue-gas sample
shall then travel through a 3/8 inch (10 mm) O.D. Teflon® tube, and a
heated U.S. EPA Method 5-type glass-fiber filter (40 CFR Part 60,
Appendix A) for collection of particulate matter. The filter shall be
followed by an in-line flow-through cartridge containing 20 grams of XAD-2 sorbent resin for collecting semi-volatile hydrocarbons. Water vapor
shall then be removed from the sampled gas by a silica-gel trap. Flue-gas oxygen concentrations, which shall be used to determine the ratio of
flue-gas volume to the amount of fuel burned, are measured within the ESS
system by an electrochemical cell meeting the performance specifications
presented in Section 31.202.3.8 (1.).
The ESS shall use a critical orifice to maintain a nominal flue-gas
sampling rate of 0.035 cfm (0.0167 liters per second). The actual flow
rate through each critical orifice shall be determined to within 0.000354
cubic feet (0.01 liters) per second before and after each test-burn with
a bubble flow meter to document exact sampling rates. The post-test-burn
critical-orifice flow-rate determinations shall be performed before the
ESS is dismantled for sample recovery and clean-up. Pre-test-burn and
post-test-burn critical-orifice flow-rate measurements shall be within
0.0000117 cubic feet (0.00033 liters) per second of each other or the
test-burn emissions results shall be invalid. Temperatures shall be
monitored using type K ground-isolated, stainless-steel-sheathed
thermocouples.
The ESS unit shall return particle-free and dry exhaust gas to the
flue via a 1/4 inch (6 mm) Teflon® line and a 15 inch (380 mm) stainless
steel probe inserted into the flue. A subsample aliquot of the flue-gas
sample-gas stream exiting the ESS unit, shall be pumped into a 1 cubic
foot (29 liter) Tedlar® bag for measuring the average carbon dioxide,
carbon monoxide, and confirmation of average oxygen concentrations for
the test period. Flow to the subsample gas bag shall be controlled by
a solenoid valve connected to the main pump circuit and a fine-adjust
needle-controlled flow valve. The solenoid valve shall be open only when
the pump is activated, allowing the subsample gas to be pumped into the
gas bag at all times when the ESS pump is on. The rate of flow into the
bag shall be controlled by the fine-adjust metering needle-valve which
is adjusted at setup so that 4.7 to 5.2 gal (18 to 20 liters) of gas is
collected over the entire 3 test-fuel charge test-burn without over-pressurizing the gas sample bag.
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31.203.12.2 The Data Acquisition and Control System. The data
acquisition and control system for the ESS is shown in Figure 31-2-2.
This system consists of a personal computer (PC) containing an analog-to-digital data processing board (12-bit precision), a terminal (connection)
box, and specialized data acquisition and system control software (called
CONLOG).
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For fireplace testing, the CONLOG software is configured to control,
collect, and store the following data:
1. Test-period starting and ending times and dates, and total
length of sampling period,
2. Pump-cycle on/off, cycle length and thermocouple (TC) cycle
recording interval (frequency),
3. Temperature records, including flue-gas and ambient
temperatures, averaged over pre-selected intervals,
4. Date, times, and weights of each added fuel load, and
5. Flue-gas oxygen measurements taken during each sample cycle.
During testing, instantaneous readings of real-time data shall be
displayed on the system status screen. These data shall include the
date, time, temperatures for each of the TCs, and flue-gas oxygen
concentrations. The most recent 15 sets of recorded data shall also be
displayed.
Flue-gas sampling and the recording of flue-gas oxygen
concentrations shall only occur when flue-gas temperatures are above 25F
(14C) greater than the ambient temperature of the test facility.
Temperatures and fueling shall always be recorded at five-minute
intervals regardless of flue-gas temperature. The ESS sampling-pump
operating cycle shall be adjustable as described in Section 31.203.12.3.
31.203.12.3 ESS Sampling-Pump Operating Cycle. The ESS sampling-pump
operating cycle shall be adjusted to accommodate variable test-fuel
charge sizes, emission factors, and the length of time needed to complete
a test-burn series. The sampler-pump operation shall be adjustable from
1 second to 5 minutes (100 percent) "on" for every 5-minute test-burn
data-recording interval. This will allow adjustment for the amount of
anticipated emissions materials that will be sampled and deposited on the
ESS filter, XAD-2, and the other system components. It is recommended
that the minimum sample quantities stipulated in Section 31.203.12.4 be
used to calculate the appropriate pump cycle "on" and "off" periods. It
should be noted that if the sampler collects too much particulate
material on the filter and in the XAD-2 cartridge, the unit may fail the
sample flow calibration check required at the end of each test-burn.
31.203.12.4 Minimum Sample Quantities. For each complete 3 test-fuel
charge test-burn, the ESS must catch a minimum total particulate material
mass of at least 0.231 grains (15 mg). Alternatively, the ESS must
sample a minimum of 10 cubic feet (283 liters) during each 3 test-fuel
charge test-burn. If this volume cannot be sampled in the test-burn time
period, two ESS samplers must be utilized to sample fireplace emissions
simultaneously during each test-burn. If emissions results from the two
ESSs are different by more than 10 percent of the lower emissions-factor
result, the test-burn results are invalid. An arithmetic average is
calculated for test-burn results when two ESSs are utilized.
31.203.12.5 Equipment Preparation and Sample Processing Procedures.
31.203.12.5.1. Prior to emissions testing, the ESS unit shall be
prepared with a new, tared glass-fiber filter and a clean XAD-2 sorbent-resin cartridge. Within 3 hours after testing is completed, the
stainless steel sampling probe, Teflon® sampling line, filter holder, and
XAD-2 cartridge(s) shall be removed from the test site and transported
to the laboratory for processing. Each component of the ESS sampler
shall be processed as follows:
1. Filter: The glass fiber filter (4 inches (102 mm) in diameter)
shall be removed from the ESS filter housing and placed in a petri dish
for desiccation and gravimetric analysis.
2. XAD-2 sorbent-resin cartridge: The sorbent-resin cartridge
shall be extracted in a Soxhlet extractor with dichloromethane for 24
hours. The extraction solution shall be transferred to a tared glass
beaker and evaporated in an ambient-air dryer. The beaker with dried
residue shall then be desiccated to constant weight (less than 0.5 mg
change within a 2-hour period), and the extractable residue shall be
weighed.
3. ESS hardware: All hardware components which are in the flue-gas
sample stream (stainless steel probe, Teflon® sampling line, stainless
steel filter housing, and all other Teflon® and stainless steel fittings)
through the top of the sorbent-resin cartridge, shall be cleaned with a
solvent mixture of 50 percent dichloromethane and 50 percent methanol.
The cleaning solvent solutions shall be placed in tared glass beakers,
evaporated in an ambient-air dryer, desiccated to constant weight (less
than 0.5 mg change within a 2-hour period), and weighed.
EPA Method 5H procedures (40 CFR Part 60, Appendix A) for
desiccation and weighing time intervals shall be followed for steps 1
through 3 above.
31.203.12.5.2 The ESS shall be serviced both at the start and end of a
fireplace testing period. During installation, leak checks shall be
performed; the thermocouples, fuel-weighing scale, and oxygen-cell shall
be calibrated, and the data logger shall be programmed. At the end of
the test period, final calibration, and leak-check procedures shall again
be performed, and the ESS sampling line, filter housing, XAD-2 cartridge,
sampling probe, and Tedlar® bag shall be removed, sealed, and transported
to the laboratory for analysis. If the pre-test and post-test leak
checks of the ESS system exceed 0.00033 liters per second, the test-burn
emission results shall be invalid.
31.203.12.6 Data Processing and Quality Assurance.
31.203.12.6.1 Upon returning to the laboratory facilities, the data file
(computer disk) shall be reviewed to check for proper equipment
operation. The data-logger data files, log books, and records maintained
by field staff shall be reviewed to ensure sample integrity.
The computer-logged data file shall be used in conjunction with the
ESS particulate samples and sample-gas bag analyses to calculate the
emission factor, emission rate, and fireplace operational parameters.
An example ESS results report is presented in Table 31-2-A.
31.203.12.6.2 Burning Period. The total burning period is calculated by:
Total Burning Period = (Length of each sample cycle) x (Number of flue
temperature readings over 25F (14C) greater than the ambient
temperature of the test facility).
WHERE:
1. Length of each sample cycle: The time between each temperature
recording as configured in the CONLOG software settings (standardized at
5 minutes).
2. Number of flue temperature readings during fireplace use: The
total number of temperature readings when the calibrated temperature
value was more than 25F (14C) greater than the ambient temperature of
the test facility.
31.203.12.6.3 Particulate Emissions.
31.203.12.6.3.1 ESS Particulate Emission Factor. The equation for the
total ESS particulate emission factor for each test-burn presented below
produces reporting units of grams per dry kilogram of fuel burned (g/kg):
Particulate emission factor (g/kg) = (Particulate Catch) x (Stoichiometric Volume) x (Flue-gas Dilution Factor)
(Sampling Time) x (Sampling Rate)
WHERE:
1. Particulate Catch: The total mass, in grams, of particulate
material caught on the filter, in the XAD-2 resin cartridge (semi-volatile compounds); and in the probe clean-up and rinse solutions.
2. Stoichiometric Volume: Stoichiometric volume is the volume of
dry air needed to completely combust one dry kilogram of fuel with no
"excess air". This value is determined by using a chemical reaction
balance between the specific fuel being used and the chemical components
of air. The stoichiometric volume for Douglas fir is 86.78 cubic feet
per pound (5 404 liters per dry kilogram) at 68F (20C) and 29.92 inches
(760 mm) of mercury pressure.
3. Flue-gas Dilution Factor: The degree to which the sampled
combustion gases have been diluted in the flue by air in excess of the
stoichiometric volume (called excess air). The dilution factor is
obtained by using the average sampled carbon dioxide and carbon monoxide
values obtained from the sample gas bag analyses and the following
equation.
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Note: Multiplying the g/kg emission factor by the burn rate (dry kg/hr) yields particulate emissions in grams per hour (g/hr). Burn rate is calculated by the following equation:
Burn Rate (kg/hr) = Total Fuel (kg)
Total Burn Period (hours)
WHERE:
Total Fuel is the total fuel added during the entire test-burn minus
the remaining unburned materials at the end of the test-burn.
4. Sampling Time: The number of minutes the sampler pump operated
during the total test-burn period.
5. Sampling Rate: Sampling rate is controlled by the critical
orifice installed in the sampler. The actual calibrated sampling rate
is used here.
31.203.12.6.3.2 EPA Method 5H Particulate Emissions. ESS-measured
emissions factors submitted to DOE for approval must first be converted
to U. S. EPA Method 5H equivalents. The ESS particulate emissions factor
results obtained in Section 31.203.12.6.1 are converted to be equivalent
to the U. S. EPA Method 5H emissions factor results by the following
equation:
1.254 + ( 0.302 x PEF ) + ( 1.261 x 10-PEF )
WHERE:
PEF is the ESS-measured particulate emission factor for a test-burn.
31.203.12.6.4 CO Emissions. The carbon monoxide (CO) emission factor
equation produces grams of CO per dry kilogram of fuel burned. The grams
per kilogram equation includes some equation components described above.
CO emission factor (g/kg) = (Fraction CO) x (Stoich. Volume) x (Dilution Factor) x (Molecular Weight of CO)
(24.45 L/mole)
WHERE:
1. Fraction CO: The fraction of CO measured in the gas sampling
bag.
Note: Percent CO divided by 100 gives the fraction CO.
2. Molecular Weight of CO: The gram molecular weight of CO, 28
pounds per pound-mole (28.0 g/g-mole).
Multiplying the results of the above equation by the burn rate (dry
kg/hr) yields the grams per hour (g/hr) CO emission rate.
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31.203.13 Calibrations.
31.203.13.1 Balance. Before each certification test, the balance used
for weighing test-fuel charges shall be audited by weighing at least one
calibration weight (Class F) that corresponds to 20 percent to 80 percent
of the expected test-fuel charge weight. If the scale cannot reproduce
the value of the calibration weight within 0.1 lb (0.05 kg) or 1 percent
of the expected test-fuel charge weight, whichever is greater, re-calibrate the scale before use with at least five calibration weights
spanning the operational range of the scale.
31.203.13.2 Temperature Monitor. Calibrate the temperature monitor
before the first certification test and semiannually thereafter.
31.203.13.3 Fuel Moisture Meter. Calibrate the fuel moisture meter as
per the manufacturer's instructions before each certification test.
31.203.13.4 Anemometer. Calibrate the anemometer as specified by the
manufacturer's instructions before the first certification test and
semiannually thereafter.
31.203.13.5 Barometer. Calibrate the barometer against a mercury
barometer before the first certification test and semiannually
thereafter.
31.203.13.6 Draft Gauge. Calibrate the Draft Gauge as per the
manufacturer's instructions; a liquid manometer does not require
calibration.
31.203.13.7 ESS. The ESS shall be calibrated as specified in Section
31.203.12.1.
31.203.14 Reporting Criteria. Submit both raw and reduced data for all
fireplace tests. Specific reporting requirements are as follows:
31.203.14.1 Fireplace Identification. Report fireplace identification
information including manufacturer, model, and serial number. Include
a copy of fireplace installation and operation manuals.
31.203.14.2 Test Facility Information. Report test facility location,
temperature, and air velocity information.
31.203.14.3 Test Equipment Calibration and Audit Information. Report
calibration and audit results for the test-fuel balance, test-fuel
moisture meter, analytical balance, and sampling equipment including
volume metering systems and gaseous analyzers.
31.203.14.4 Pretest Information and Conditions. Report all pretest
conditions including test-fuel charge weight, fireplace temperatures, and
air supply settings.
31.203.14.5 Particulate Emission Data. Report a summary of test results
for all test-burns conducted and the arithmetically averaged emission
factor for all test-burns used for certification. Submit copies of all
data sheets and other records collected during the testing. Submit
examples of all calculations.
31.203.14.6 Required Test Report Information and Suggested Format. Test
report information requirements to be provided to DOE for approval/certification of fireplaces are presented in this Standard. The
requirements are presented here in a recommended report format.
31.203.14.6.1 Introduction.
1. Purpose of test: Certification or audit.
2. Fireplace identification: Manufacturer, model number,
catalytic/non-catalytic, and options. Include a copy of fireplace
installation and operation manuals.
3. Laboratory: Name, location, and participants.
4. Test information: Date fireplace was received, date of tests,
sampling methods used, and number of test-burns.
31.203.14.6.2 Summary and Discussion of Results.
1. Table of results: Test-burn number, burn rate, particulate
emission factor (in U. S. EPA Method 5H equivalents), efficiency (if
determined), and averages (indicate which test-burns are used).
2. Summary of other data: Test facility conditions, surface
temperature averages, catalyst temperature averages, test-fuel charge
weights, and test-burn times.
3. Discussion: Specific test-burn problems and solutions.
31.203.14.6.3 Process Description.
1. Fireplace dimensions: Volume, height, width, lengths (or other
linear dimensions), weight, and hearth area.
2. Firebox configuration: Air supply locations and operation, air
supply introduction location, refractory location and dimensions,
catalyst location, baffle and by-pass location and operation (include
line drawings and photographs).
3. Process operation during test: Air supply settings and
adjustments, fuel bed adjustments, and draft.
4. Test fuel: Test fuel properties (moisture and temperature),
test fuel description (include line drawing or photograph), and test fuel
charge density.
31.203.14.6.4 Sampling Locations. Describe sampling location relative
to fireplace. Include linedrawings and photographs.
31.203.14.6.5 Sampling and Analytical Procedures.
1. Sampling methods: Brief reference to operational and sampling
procedures, and optional and alternative procedures used.
2. Analytical methods: Brief description of sample recovery and
analysis procedures.
31.203.14.6.6 Quality Control and Assurance Procedures and Results.
1. Calibration procedures and results: Certification, sampling,
and analysis procedures.
2. Test method quality control procedures: Leak-checks, volume-meter checks, stratification (velocity) checks, and proportionality
results.
31.203.14.6.7 Appendices.
1. Results and Example Calculations. Include complete summary
tables and accompanying examples of all calculations.
2. Raw Data. Include copies of all uncorrected data sheets for
sampling measurements, temperature records, and sample recovery data.
Include copies of all burn rate and fireplace temperature data.
3. Sampling and Analytical Procedures. Include detailed
description of procedures followed by laboratory personnel in conducting
the certification test, emphasizing particularly, parts of the procedures
differing from the prescribed methods (e.g., DOE approved alternatives).
4. Calibration Results. Summary of all calibrations, checks, and
audits pertinent to certification test results including dates.
5. Participants. Test personnel, manufacturer representatives, and
regulatory observers.
6. Sampling and Operation Records. Copies of uncorrected records
of activities not included on raw data sheets (e.g., fireplace door open
times and durations).
7. Additional Information. Fireplace manufacturer's written
instructions for operation during the certification test and copies of
the production-ready (print-ready) temporary and permanent labels
required in Section 31.208 shall be included in the test report prepared
by the test laboratory.
31.203.14.7 References.
1. Code of Federal Regulations, U. S. EPA Title 40, Part 60,
Subpart AAA and Appendix A (40 CFR Part 60).
2. Barnett, S. G. and P. G. Fields, 1991, "In-Home Performance of
Exempt Pellet Stoves in Medford, Oregon," prepared for U.S. Department
of Energy, Oregon Department of Energy, Tennessee Valley Authority, and
Oregon Department of Environmental Quality, July 1991.
3. Barnett, S. G. and R. R. Roholt, 1990, "In-Home Performance of
Certified Pellet Stoves in Medford and Klamath Falls, Oregon," prepared
for the U.S. Department of Energy, 1990.
4. Barnett, S. G., 1990, "Field Performance of Advanced Technology
Woodstoves in Glens Falls, New York, 1988-1989," for New York State
Energy Research and Development Authority, U.S. EPA, Coalition of
Northeastern Governors, Canadian Combustion Research Laboratory, and the
Wood Heating Alliance, December 1989.
Section 31.204--Approval procedure for fireplaces.
On or after the effective date of this regulation, a manufacturer
or builder of a fireplace who wishes to have a fireplace model line or
fireplace design designated as an approved (or certified) fireplace,
shall submit to DOE for its review the following information:
31.204.1 Manufacturer name and street address, model or design
identification, construction specifications, and drawings of the firebox
and required chimney system.
31.204.2 A test report prepared in accordance with Section 31.203.14.6
showing that testing has been conducted by a DOE approved and U. S. EPA
accredited laboratory, and that the arithmetically averaged particulate
emission factors for that fireplace model line or design, tested in
accordance with UBC Standard Section 31.202, does not exceed 7.3 g/kg (U.
S. EPA Method 5H equivalent as determined in Section 31.203.12.6.3.2) for
a factory-built fireplace model lines or designs or 12.0 g/kg (U. S. EPA
Method 5H equivalent as determined in Section 31.203.12.6.3.2) for new
certified masonry fireplace model lines or designs. After January 1,
1999, particulate emission factors for factory-built and new certified
masonry fireplace model lines or designs shall not exceed 7.3 g/kg (U.
S. EPA Method 5H equivalents as determined in Section 31.203.12.6.3.2).
Section 31.205--Approval of non-tested fireplaces.
On or after the effective date of this regulation, DOE may grant
approval for a fireplace model line or design that has not been tested
pursuant to Section 31.204 upon submission of the following by the
applicant:
31.205.1 Manufacturer name and street address, model or design
identification, construction specifications, and drawings of the internal
assembly system.
31.205.2 Documentation from an EPA accredited laboratory that the
model is a fireplace within the definition of this regulation, has
substantially the same core construction as a model already tested by a
DOE approved and EPA accredited laboratory, and is substantially similar
to the approved model in internal assembly design, combustion function,
and probable emissions performance as listed in Section 31.204.2.
Section 31.206--Approval through alternative test protocol.
As provided in Section 31.202.4, an alternative testing protocol may
be submitted by a DOE approved and EPA accredited laboratory for
acceptance by DOE as equivalent to Uniform Building Code Standard 31-2.
Section 31.207--Approval termination.
All fireplace model line or design approvals shall terminate five
years from the approval date. Previously approved fireplace model line
and/or design may be granted re-approval (re-certification) upon
application to and review by DOE. No testing shall be required for
fireplace model line or design re-approvals unless DOE determines that
design changes have been incorporated into the fireplace that could
adversely affect the emissions factor, or testing is otherwise stipulated
by DOE.
DOE may revoke a fireplace model line or design approval
certification if it is determined that the fireplaces being produced in
a specific model line do not comply with the requirements of Section
31.200. Such a determination shall be based on all available evidence,
including:
1. Test data from a retesting (audit test) of the original unit on
which the certification test was conducted or a sample unit from the
current model line;
2. A finding that the certification test was not valid;
3. A finding that the labeling of the fireplace does not comply
with the requirements of Section 31.200;
4. Failure by the fireplace manufacturer (builder) to comply with
reporting and record keeping requirements under Section 31.200;
5. Physical examination showing that a significant percentage of
production units inspected are not similar in all material respects to
the fireplace submitted for testing; or
6. Failure of the manufacturer to conduct a quality assurance
program in conformity with Section 31.208.
Revocation of certification under this section shall not take effect
until the manufacturer (builder) concerned has been given written notice
by DOE setting forth the basis for the proposed determination and an
opportunity to request a hearing.
Section 31.208--Quality control.
Once within 30 days of each annual anniversary after the initial
approval/certification, a DOE approved and U. S. EPA accredited
laboratory shall inspect the most recently produced fireplace of an
approved model line or design at its manufacturing location (site, if
site-built) to document adherence to the approved/certified fireplace
design specifications. If no fireplaces of an approved model line or
design were produced (built) during the previous 12 months, no inspection
is required.
An inspection report for each approved fireplace model line or
design must be submitted to DOE within 30 days after the inspection date.
The inspection report shall include, as a minimum, the model
identification and serial number of the fireplace inspected, the location
where the model was inspected, the names of the manufacturer's and/or
builder's representatives present, the date of inspection, and a
description of any changes made to the approved fireplace model line or
design since the last inspection. The U. S. EPA accredited laboratory
which conducts the annual quality control inspection is responsible for
auditing the content and format of all labels to be applied to approved
fireplaces as stipulated in Section 31.209.
A fireplace model line or design shall be re-tested in accordance
with Section 31.202 if it is determined during inspection that design
changes have been incorporated into the approved/certified fireplace
design which adversely affect the fireplace particulate emissions factor.
Design elements which can affect fireplace particulate emissions include:
1. Grate placement and height;
2. Air supply minimum and maximum controls;
3. Usable hearth area; and
4. Firebox height, width, and length dimensions.
Section 31.209--Permanent label, temporary label and owner's manual.
31.209.1 Labels and the Owner's Manual. Labels and owner's manual shall
be prepared and installed in all certified "For Sale" fireplaces as
specified in U. S. EPA 40 CFR Part 60, Section 60.536. Information that
shall be presented on all labels includes:
1. Manufacturer's or builder's name, address, and phone number;
2. Model number and/or name;
3. Month and year of manufacture;
4. Starting and ending dates for the 5-year approval period;
5. If a fireplace was tested and approved with an emissions control
device which is not an integral part of the fireplace structure, the
label shall state that "The fireplace can not be sold or installed
without the specified emissions control device in place and
operational.";
6. On certified fireplaces the statement: "This appliance has been
tested and has demonstrated compliance with Washington State amendment
to the UBC Standard, Chapter 31-2 requirements."
Section 31.210--List of approved fireplaces.
DOE shall maintain a list of approved fireplace model lines and
designs, and that list shall be available to the public.
[]
NEW SECTION
WAC 51-40-3404 Section 3404--Moved buildings.
Buildings or structures moved into or within a jurisdiction shall comply
with the provisions of this code, the Uniform Mechanical Code (chapter
51-42 WAC), the Uniform Fire Code and Standards (chapters 51-44 and 51-45
WAC), the Uniform Plumbing Code and Standards (chapters 51-46 and 51-47
WAC), the Washington State Energy Code (chapter 51-11 WAC) and the
Washington State Ventilation and Indoor Air Quality Code (chapter 51-13
WAC) for new buildings or structures.
EXCEPTION: Group R, Division 3 buildings or structures are not required to comply if:
1. The original occupancy classification is not changed, and
2. The original building is not substantially remodeled or rehabilitated. For the purposes of this section a building shall be considered to be substantially remodeled
when the costs of remodeling exceed 60 percent of the value of the building exclusive of the costs relating to preparation, construction, demolition or renovation of
foundations.
[]
NEW SECTION
WAC 51-40-93115 Section 93115.
THIS APPENDIX IS FOR REFERENCE ONLY. IT IS NOT THE
RESPONSIBILITY OF THE BUILDING OFFICIAL TO ENFORCE IT.
APPENDIX CHAPTER 11
DIVISION I
U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT
FEDERAL FAIR HOUSING ACT
GUIDELINES FOR SITE TERRAIN EXEMPTIONS
93115.1 Purpose. The purpose of this division is to provide the United
States Department of Housing and Urban Development Federal Fair Housing
Act Guidelines for Site Terrain Exemptions.
93115.2 Scope.
93115.2.1 General. The provisions of this division may apply to all
buildings and dwelling units that are regulated by the Federal Fair
Housing Act Amendments of 1988.
93115.2.2 Applicability of other provisions. Except as specifically
allowed by this division for determining site terrain exemptions, Group
R, Division 1 apartment houses shall meet all applicable provisions of
this code.
93115.3 Definitions. For the purpose of this division, certain terms
are defined as follows:
COVERED MULTIFAMILY DWELLINGS means buildings consisting of four or
more dwelling units if such buildings have one or more elevators; and
ground floor dwelling units in other buildings consisting of four or more
dwelling units. Dwelling units within a single structure separated by
firewalls do not constitute separate buildings.
FINISHED GRADE means the ground surface of the site after all
construction, leveling, grading, and development has been completed.
UNDISTURBED SITE means the site before any construction, leveling,
grading, or development associated with the current project.
93115.4 Site Impracticality.
93115.4.1 General. Covered multifamily dwellings with elevators shall
be designed and constructed to provide at least one accessible entrance
on an accessible route, regardless of terrain or unusual characteristics
of the site. Covered multifamily dwellings without elevators shall be
designed and constructed to provide at least one accessible entrance on
an accessible route unless terrain or unusual characteristics of the site
are such that the following conditions are found to exist:
A. Site Impracticality Due to Terrain. There are two alternative
tests for determining a site impracticality due to terrain: The
individual building test provided in paragraph (1), or the site analysis
test provided in paragraph (2). These tests may be used as follows.
A site with a single building having a common entrance for all units
may be analyzed only as described in paragraph (1).
All other sites, including a site with a single building having
multiple entrances serving either individual dwellings units or clusters
of dwelling units, may be analyzed using the methodology in either
paragraph (1) or paragraph (2). For these sites for which either test
is applicable, regardless of which test is selected, at least 20% of the
total ground floor units in nonelevator buildings, on any site, must
comply with the guidelines.
1. Individual Building Test. It is impractical to provide an
accessible entrance served by an accessible route when the terrain of the
site is such that:
1.1. The slopes of the undisturbed site measured between the planned
entrance and all vehicular or pedestrian arrival points within 50 feet
(15 m) of the planned entrance exceed 10 percent.
1.2. The slopes of the planned finished grade measured between the
entrance and all vehicular or pedestrian arrival points within 50 feet
(15 m) of the planned entrance also exceed 10 percent.
If there are no vehicular or pedestrian arrival points within 50
feet (15 m)of the planned entrance, the slope for the purpose of this
paragraph (1) will be measured to the closest vehicular or pedestrian
arrival point.
For purposes of these guidelines, vehicular or pedestrian arrival
points include public or resident parking areas; public transportation
stops; passenger loading zones; and public streets or sidewalks. To
determine site impracticality, (1) the slope would be measured at ground
level from the point of the planned entrance, or (2) if there are no
vehicular or pedestrian arrival points close to the planned entrance.
In the case of sidewalks, the closet point to the entrance will be where
a public sidewalk entering the site intersects with the sidewalk to the
entrance. In the case of resident parking areas, the closest point to
the planned entrance will be measured from the entry point to the parking
area that is located closest to the planned entrance.
2. Site Analysis Test. Alternatively, for a site having multiple
buildings, or a site with a single building with multiple entrances,
impracticality of providing an accessible entrance served by an
accessible route can be established by the following steps:
2.1. The percentage of the total buildable area of the undisturbed
site with a natural grade less than 10% slope shall be calculated. The
analysis of the existing slope (before grading) shall be done on a
topographic survey with two foot (610 mm) contour intervals with slope
determination made between each successive interval. The accuracy of the
slope analysis shall be certified by a professional licensed engineer,
landscape architect, architect, or surveyor.
2.2. To determine the practicality of providing accessibility to
planned multifamily dwellings based on the topography of the existing
natural terrain, the minimum percentage of ground floor units to be made
accessible should equal the percentage of the total buildable area (not
including floodplain, wetlands, or other restricted use areas) of the
undisturbed site that has an existing natural grade of less than 10%
slope.
2.3. In addition to the percentage established in paragraph 2.2, all
ground floor units in a building, or ground floor units served by a
particular entrance, shall be made accessible if the entrance to the
units is on an accessible route, defined as a walkway with a slope
between the planned entrance and a pedestrian or vehicular arrival point
that is no greater than 8.33%.
B. Site Impracticality Due to Unusual Characteristics. Unusual
characteristics include sites located in a federally-designated
floodplain or coastal high-hazard area and sites subject to other similar
requirements of law or code that the lowest structural member of the
lowest floor must be raised to a specified level at or above the base
flood elevation. An accessible route to a building entrance is
impractical due to unusual characteristics of the site when:
1. The unusual site characteristics result in a difference in
finished grade elevation exceeding 30 inches (760 mm) and 10 percent
measured between an entrance and all vehicular or pedestrian arrival
points within 50 feet (15 m) of the planned entrance; or
2. If there are no vehicular or pedestrian arrival points within 50
feet (15 m) of the planned entrance, the unusual characteristics result
in a difference in finished grade elevation exceeding 30 inches (760 mm)
and 10 percent measured between an entrance and the closest vehicular or
pedestrian arrival point.
93115.4.2 Exceptions to site impracticality. Regardless of site
considerations described in Section 93115.4.1, an accessible entrance on
an accessible route is practical when:
A. There is an elevator connecting the parking area with the
dwelling units on a ground floor. (In this case, those dwelling units
on the ground floor served by an elevator, and at least one of each type
of public and common use areas, would be subject to these guidelines.)
However:
1. Where a building elevator is provided only as a means of creating
an accessible route to dwelling units on a ground floor, the building is
not considered an elevator building for purposes of these guidelines;
hence, only the ground floor dwelling units would be covered.
2. If the building elevator is provided as a means of access to
dwelling units other than dwelling units on a ground floor, then the
building is an elevator building which is a covered multifamily dwelling,
and the elevator in that building must provide accessibility to all
dwelling units in the building, regardless of the slope of the natural
terrain; or
B. An elevated walkway is planned between a building entrance and
a vehicular or pedestrian arrival point and the planned walkway has a
slope no greater than 10 percent.
[]
NEW SECTION
WAC 51-40-93116 Section 93116.
THIS APPENDIX IS FOR REFERENCE ONLY. IT IS NOT THE
RESPONSIBILITY OF THE BUILDING OFFICIAL TO ENFORCE IT.
APPENDIX CHAPTER 11
DIVISION II
AMERICANS WITH DISABILITIES ACT
GUIDELINES FOR READILY ACHIEVABLE BARRIER REMOVAL
93116.1 Purpose. The purpose of this division is to provide the United
States Department of Justice, Americans with Disabilities Act Guidelines
for readily achievable barrier removal in existing buildings.
93116.2 Scope.
93116.2.1 General. The provisions of this division may be used as a
guideline for the removal of readily achievable barriers to accessibility
in existing buildings, as required by the Americans with Disabilities Act
of 1990.
93116.2.2 Applicability of other provisions. Except as specifically
allowed by this division, all buildings and portions thereof shall meet
all applicable provisions of this code.
93116.3 Definitions. For the purpose of this division, certain terms
are defined as follows:
COMMERCE is travel, trade, traffic, commerce, transportation, or
communication--
1. Among the several States;
2. Between any foreign country or any territory or possession and
any State; or
3. Between points in the same State but through another State or
foreign country.
COMMERCIAL FACILITIES are facilities--
1. Whose operations will affect commerce;
2. That are intended for nonresidential use by a private entity; and
3. That are not--
3.1. Facilities that are covered or expressly exempted from coverage
under the Fair Housing Act of 1968, as amended (42 U.S.C. 3601-3631);
3.2 Aircraft; or
3.3. Railroad locomotives, railroad freight cars, railroad cabooses,
commuter or intercity passenger rail cars (including coaches, dining
cars, sleeping cars, lounge cars, and food service cars), any other
railroad cars described in Section 242 of the American's with
Disabilities Act or covered under title II of the American's with
Disabilities Act, or railroad rights-of-way. For purposes of this
definition, "rail" and "railroad" have the meaning given the term
"railroad" in Section 202(e) of the Federal Railroad Safety Act of 1970
(46 U.S.C. 431(e)).
PLACE OF PUBLIC ACCOMMODATION is a facility, operated by a private
entity, whose operations affect commerce and fall within at least one of
the following categories--
1. An inn, hotel, motel, or other place of lodging, except for an
establishment located within a building that contains not more than five
rooms for rent or hire and that is actually occupied by the proprietor
of the establishment as the residence of the proprietor;
2. A restaurant, bar, or other establishment serving food or drink;
3. A motion picture house, theater, concert hall, stadium, or other
place of exhibition or entertainment;
4. An auditorium, convention center, lecture hall, or other place
of public gathering;
5. A bakery, grocery store, clothing store, hardware store, shopping
center, or other sales or rental establishment;
6. A laundromat, dry-cleaner, bank, barber shop, beauty shop, travel
service, shoe repair service, funeral parlor, gas station, office of an
accountant or lawyer, pharmacy, insurance office, professional office of
a health care provider, hospital, or other service establishment;
7. A terminal, depot, or other station used for specified public
transportation;
8. A museum, library, gallery, or other place of public display or
collection;
9. A park, zoo, amusement park, or other place of recreation;
10. A nursery, elementary, secondary, undergraduate, or postgraduate
private school, or other place of education;
11. A day care center, senior citizen center, homeless shelter, food
bank, adoption agency, or other social service center establishment; and
12. A gymnasium, health spa, bowling alley, golf course, or other
place of exercise or recreation.
PRIVATE ENTITY is a person or entity other than a public entity.
PUBLIC ACCOMMODATION is a private entity that owns, leases (or leases
to), or operates a place of public accommodation.
PUBLIC ENTITY is--
1. Any State or local government;
2. Any department, agency, special purpose district, or other
instrumentality of a State or States or local government; and
3. The National Railroad Passenger Corporation, and any commuter
authority (as defined in Section 103(8) of the Rail Passenger Service
Act).
READILY ACHIEVABLE is easily accomplishable and able to be carried out
without much difficulty or expense. In determining whether an action is
readily achievable, factors to be considered include--
1. The nature and cost of the action needed under this part;
2. The overall financial resources of the site or sites involved in
the action; the number of persons employed at the site; the effect on
expenses and resources, or the impact otherwise of the action upon the
operation of the site;
3. The overall financial resources of any parent corporation or
entity; the overall size of the parent corporation or entity with respect
to the number of its employees; the number, type, and location of its
facilities;
4. The type of operation or operations of the parent corporation or
entity, including the composition, structure, and functions of the work
force of the parent corporation or entity; and
5. The geographic separateness, and the administrative or fiscal
relationship of the site or sites in question to the parent corporation
or entity.
93116.4 Removal of Barriers. A public accommodation shall remove
architectural barriers in existing facilities, including communication
barriers that are structural in nature, where such removal is readily
achievable, i.e., easily accomplishable and able to be carried out
without much difficulty or expense.
93116.5 Examples. Examples of steps to remove barriers include, but are
not limited to, the following actions:
1. Installing ramps;
2. Making curb cuts in sidewalks and entrances;
3. Lowering shelves;
4. Rearranging tables, chairs, vending machines, display racks, and
other furniture;
5. Lowering telephones;
6. Adding raised letter markings on elevator control buttons;
7. Installing flashing alarm lights;
8. Widening doors;
9. Installing offset hinges to widen doorways;
10. Eliminating a turnstile or providing an alternative accessible
path;
11. Installing accessible door hardware;
12. Installing grab bars in toilet stalls;
13. Rearranging toilet partitions to increase maneuvering space;
14. Insulating lavatory pipes;
15. Installing a raised toilet seat;
16. Installing a full-length bathroom mirror;
17. Lowering the paper towel dispenser in a bathroom;
18. Creating a designated accessible parking space;
19. Installing an accessible paper cup dispenser at an existing
inaccessible water fountain;
20. Removing high pile, low density carpeting; or
21. Modifying vehicle hand controls.
93116.6 Priorities. A public accommodation shall take measures to
comply with the barrier removal requirements of this section in
accordance with the following order of priorities:
1. First, a public accommodation shall take measures to provide
access to a place of public accommodation from public sidewalks, parking,
or public transportation. These measures include, for example,
installing an entrance ramp, widening entrances, and providing accessible
parking spaces.
2. Second, a public accommodation shall take measures to provide
access to those areas of a place of public accommodation where goods and
services are made available to the public. These measures include, for
example, adjusting the layout of display racks, rearranging tables,
widening doors, and installing ramps.
3. Third, a public accommodation shall take measures to provide
access to restroom facilities in places of public accommodation where
restroom facilities are used by the public on more than an incidental
basis. These measures include, for example, removal of obstructing
furniture or vending machines, widening of doors, installations of ramps,
providing accessible signage, widening of toilet stalls, and
installations of grab bars.
4. Fourth, a public accommodation shall take any other measures
necessary to provide access to the goods, services, facilities,
privileges, advantages, or accommodations of a place of public
accommodation.
93116.7 Relationship to Alterations Requirements of Chapter 11, Part III
of this Code. Measures taken solely to comply with the barrier removal
requirements of this section are not required to conform to the
requirements for alterations in Chapter 11, Part III of this code. These
measures include, for example, installing a ramp with a steeper slope or
widening a doorway to a narrower width than that required by Chapter 11,
Part III of this code. No measure shall be taken, however, that poses
a significant risk to the health or safety of individuals with
disabilities or others. Barrier removal is required to conform to the
Americans with Disabilities Act requirements for existing buildings.
93116.8 Portable Ramps. Portable ramps should be used to comply with
this division only when installation of a permanent ramp is not readily
achievable. In order to avoid any significant risk to the health or
safety of individuals with disabilities or others in using portable
ramps, due consideration shall be given to safety features such as
nonslip surfaces, railings, anchoring, and strength of materials.
93116.9 Interpretation of Readily Achievable. The rearrangement of
temporary or movable structures, such as furniture, equipment, and
display racks is not readily achievable to the extent that it results in
a significant loss of selling or serving space.
93116.10 Alternatives to Barrier Removal.
93116.10.1 General. Where a public accommodation can demonstrate that
barrier removal is not readily achievable, a public accommodation shall
not fail to make its goods and services, facilities, privileges,
advantages, or accommodations available through alternative methods, if
those methods are readily achievable.
93116.10.2 Examples. Examples of alternatives to barrier removal
include, but are not limited to, the following actions:
1. Providing curb service or home delivery;
2. Retrieving merchandise from inaccessible shelves or racks;
3. Relocating activities to accessible locations;
4. Providing refueling service at inaccessible self-service gas
stations.
93116.11 Personal Devices and Services. This section does not require
a public accommodation to provide its customers, clients, or participants
with personal devices, such as wheelchairs, or services of a personal
nature including assistance in eating, toileting, or dressing.
93116.12 Multiscreen Cinemas. If it is not readily achievable to remove
barriers to provide access by persons with mobility impairments to all
of the theaters of a multiscreen cinema, the cinema shall establish a
film rotation schedule that provides reasonable access for individuals
who use wheelchairs to all films. Reasonable notice shall be provided
to the public as to the location and time of accessible showings.
93116.13 Readily Achievable and Undue Burden: Factors to be Considered.
In determining whether an action is readily achievable or would result
in an undue burden, factors to be considered include:
1. The nature and cost of the action needed under this part;
2. The overall financial resources of the site or sites involved in
the action; the number of persons employed at the site; the effect on
expenses and resources, or the impact otherwise of the action upon the
operation of the site;
3. The overall financial resources of any parent corporation or
entity; the overall size of the parent corporation or entity with
respects to the number of its employees; the number, type, and location
of its facilities;
4. The type of operation or operations of the parent corporation or
entity, including the composition, structure, and functions of the work
force of the parent corporation or entity; and
5. The geographic separateness, and the administrative or fiscal
relationship of the site or sites in question to the parent corporation
or entity.
93116.14 Accessible or Special Goods.
93116.14.1 This part does not require a public accommodation to alter
its inventory to include accessible or special goods that are designed
for, or facilitate use by, individuals with disabilities.
93116.14.2 A public accommodation shall order accessible or special
goods at the request of an individual with disabilities, if, in the
normal course of its operation, it makes special orders on request for
unstocked goods, and if the accessible or special goods can be obtained
from a supplier with whom the public accommodation customarily does
business.
93116.14.3 Examples of accessible or special goods include items such
as Braille versions of books, books on audio cassettes, closed-captioned
video tapes, special sizes or lines of clothing, and special foods to
meet particular dietary needs.
93116.15 Seating in Assembly Areas. To the extent that it is readily
achievable, a public accommodation shall:
1. Provide a reasonable number of wheelchair seating spaces in
assembly areas; and,
2. Locate the wheelchair seating spaces so that they:
2.1. Are dispersed throughout the seating area;
2.2. Provide lines of sight comparable to those in all viewing
areas;
2.3. Adjoin an accessible route of travel that also serves as a
means of egress in case of emergency; and,
2.4. Permit individuals who use wheelchairs to sit with family
members or other companions.
EXCEPTION: If removal of seats is not readily achievable, a public accommodation shall provide a portable chair or other means to permit a family member or other companion to
sit with an individual who uses a wheelchair.
[]
NEW SECTION
WAC 51-40-93117 Section 93117.
THIS APPENDIX IS FOR REFERENCE ONLY. IT IS NOT THE
RESPONSIBILITY OF THE BUILDING OFFICIAL TO ENFORCE IT.
APPENDIX CHAPTER 11
DIVISION III
AMERICANS WITH DISABILITIES ACT
ALTERNATE GUIDELINES FOR DETECTABLE WARNINGS
93117.1 General. The purpose of this division is to provide additional
design guidelines for construction and installation of truncated domes
as required by the Americans with Disabilities Act of 1990.
93117.2 Raised Truncated Domes. Raised truncated domes shall have a
diameter of 0.9 inches (23 mm) nominal, a height of 0.2 inches (5 mm)
nominal and a center-to-center spacing of 2.35 (60 mm) inches nominal.
Raised truncated domes shall comply with Appendix Chapter 11, Division
V for visual contrast.
[]
NEW SECTION
WAC 51-40-93118 Section 93118.
APPENDIX CHAPTER 11
DIVISION IV
AMERICANS WITH DISABILITIES ACT
ALTERNATE GUIDELINES FOR AUDIBLE ALARMS
93118.1 Purpose. The purpose of this division is to provide the United
States Department of Justice, Americans with Disabilities Act Guidelines
for audible alarms.
93118.2 Audible Alarms. Audible alarms shall exceed the prevailing
equivalent sound level in the room or space by at least 15 decibels, or
shall exceed any maximum sound level with a duration of 30 seconds by 5
decibels, whichever is louder. Sound levels for alarm signals shall not
exceed 120 decibels.
[]
NEW SECTION
WAC 51-40-93119 Section 93119.
THIS APPENDIX IS FOR REFERENCE ONLY. IT IS NOT THE
RESPONSIBILITY OF THE BUILDING OFFICIAL TO ENFORCE IT.
APPENDIX CHAPTER 11
DIVISION V
AMERICANS WITH DISABILITIES ACT
ALTERNATE GUIDELINES FOR VISUAL CONTRAST
93119.1 Purpose. The purpose of this division is to provide the United
States Department of Justice, Americans with Disabilities Act.
93119.2 Guidelines for Visual Contrast.
93119.2.1 Raised truncated domes. Raised truncated domes used as
detectable warnings shall contrast visually by 70 percent with adjoining
surfaces. Contrast in percent shall be determined as follows:
Contrast = [(B 1 - B 2 )/B 1 ] x 100
Where: B 1 = light reflectance value (LRV) of the lighter area;
and,
B 2 = light reflectance value (LRV) of the darker area.
The material used to provide contrast shall be an integral part of the
walking surface.
93119.2.2 Signage. The characters and background of signs shall be
eggshell (11 to 19 degree gloss on 60 degree glossimeter). Characters
shall be light on a dark background (or dark on a light background) and
contrast with their background by at least 70 percent. Contrast in
percent shall be determined as follows:
Contrast = [(B 1 - B 2 )/B 1 ] x 100
Where: B 1 = light reflectance value (LRV) of the lighter area;
and,
B 2 = light reflectance value (LRV) of the darker area.
[]
Reviser's note: The brackets and enclosed material in the text of
the above section occurred in the copy filed by the agency and appear in
the Register pursuant to the requirements of RCW 34.08.040.
NEW SECTION
WAC 51-40-93120 Section 93120.
THIS APPENDIX IS FOR REFERENCE ONLY. IT IS NOT THE
RESPONSIBILITY OF THE BUILDING OFFICIAL TO ENFORCE IT.
APPENDIX CHAPTER 11
DIVISION VI
AMERICANS WITH DISABILITIES ACT GUIDELINES FOR
AUTOMATED TELLER MACHINES
93120.1 Purpose. The purpose of this division is to provide the United
States Architectural and Transportation Barriers Compliance Board
Americans with Disabilities Act Guidelines for automated teller machines.
93120.2 Accessible Buildings: Automated Teller Machines. Where
automated teller machines are provided, each machine shall comply with
the requirements below except where two or more machines are provided at
a location, then only one must comply.
EXCEPTION: Drive-up-only automated teller machines are not required to comply with 93120.4 and 93120.5.
93120.3 General. Each automated teller machine required to be
accessible by 93120.2 shall be on an accessible route and shall comply
with the provisions of this section.
93120.4 Clear Floor Space. The automated teller machine shall be
located so that clear floor space complying with 1106.2.4.1, 1106.2.4.2,
1106.2.4.3 and 1106.2.4.4 is provided to allow a person using a
wheelchair to make a forward approach, a parallel approach, or both, to
the machine.
93120.5 Reach Ranges.
1. Forward Approach Only. If only a forward approach is possible,
operable parts of all controls shall be placed within the forward reach
range specified in 1106.2.4.5.
2. Parallel Approach Only. If only a parallel approach is possible,
operable parts of controls shall be placed as follows:
2.1. Reach Depth Not More Than 10 inches (255 mm). Where the reach
depth to the operable parts of all controls as measured from the vertical
plane perpendicular to the edge of the unobstructed clear space at the
farthest protrusion of the automated teller machine or surround is not
more than 10 inches (255 mm), the maximum height above the finished floor
or grade shall be 54 inches (1370 mm).
2.2. Reach Depth More Than 10 inches (255 mm). Where the reach
depth to the operable parts of any control as measured from the vertical
plane perpendicular to the edge of the unobstructed clear floor space at
the farthest protrusion of the automated teller machine or surround is
more than 10 inches (255 mm), the maximum height above the finished floor
or grade shall be as follows:
[Open Style:Columns Off]
[Open Style:Columns On]
3. Forward and Parallel Approach. If both a forward and parallel
approach are possible, operable parts of controls shall be placed within
at least one of the reach ranges in paragraphs (1) or (2) of this
section.
4. Bins. Where bins are provided for envelopes, waste paper, or
other purposes, at least one of each type provided shall comply with the
applicable reach ranges in paragraph (1), (2), or (3) of this section.
EXCEPTION: Where a function can be performed in a substantially equivalent manner by using an alternate control, only one of the controls needed to perform that function is required
to comply with this section. If the controls are identified by tactile markings, such markings shall be provided on both controls.
93120.6 Controls. Controls for user activation shall comply with
1106.3.
93120.7 Equipment for Persons with Vision Impairments. Instructions and
all information for use shall be made accessible to and independently
usable by persons with vision impairments.
[]
© Washington State Code Reviser's Office