WSR 26-10-071
PROPOSED RULES
BUILDING CODE COUNCIL
[Filed May 5, 2026, 11:36 a.m.]
Original Notice.
Preproposal statement of inquiry was filed as WSR 25-08-085.
Title of Rule and Other Identifying Information: Chapter 51-51 WAC, Adoption and amendment of the 2024 International Residential Code (IRC).
Hearing Location(s): On June 10, 2026, 10:00 a.m. - 5:00 p.m., at 1500 Jefferson Street S.E., Olympia, WA 98504, Room #2208; and on June 12, 2026, [10:00 a.m. - 5:00 p.m.,] at 2426 North Discovery Place, Spokane Valley, WA 99216, Room #109.
Date of Intended Adoption: August 28, 2026.
Submit Written Comments to: State Building Code Council (BCC), 1500 Jefferson Street S.E., Olympia, WA 98504, email sbcc@des.wa.gov, beginning May 6, 2026, 12:00 p.m., by June 12, 2026, 11:59 p.m.
Assistance for Persons with Disabilities: Contact BCC staff, email sbcc@des.wa.gov, by June 1, 2026, 11:59 p.m.
Purpose of the Proposal and Its Anticipated Effects, Including Any Changes in Existing Rules: The proposed rule adopts the 2024 edition of the IRC, published by the International Code Council, with state amendments to incorporate proposed changes as adopted by BCC. The rules will provide increased clarity and life safety measures for building construction in Washington state.
WAC | Section | Changes in 2024 | Rationale/Discussion | Proposal Log Number |
51-51-003 | International Residential Code | Modifies existing amendment | Clarifies application of the code. Points to P2902 and removes dwelling unit fire sprinkler systems appendix. | 24-GP2-045-R2 |
51-51-01010 | R101.2 #7 and #8 | Modifies existing amendment | Clarifies that adult family homes do not require sprinklers when constructed using the IRC. Also allows family home child care uses to use Washington (WA) specific sprinkler provisions for the use. | 24-GP2-029 24-GP2-045-R2 and 24-GP2-051-R1 |
| R101.2 #9 | New amendment | Correlation change to reference multiplex housing appendix directed by 2024 legislation HB [2SHB] 2071 in RCW 19.27.800. | Multiplex Housing Proposal From TAG |
| R101.2.1 | Relocates and modifies existing amendment | Moved from 102.5 to align with model code reorganization. Clarifies application of the code. | 24-GP2-045-R2 |
51-51-0102 | R102.5 | Relocates existing amendment | Moved to R101.2.1 to align with model code reorganization. | Editorial |
51-51-0202 | Building | New amendment | Correlation change to reference multiplex housing appendix directed by 2024 legislation HB [2SHB] 2071 in RCW 19.27.800. | Multiplex Housing Proposal From TAG |
| Custodial Care | New amendment | Adds definition for increased clarity of R101.2. | 24-GP2-051-R1 |
| Distributed Whole-House Ventilation System | Modifies existing amendment | Aligns IRC with 2024 International Mechanical Code (IMC). | 24-GP2-041-R1 |
| Dwelling Unit | Modifies existing amendment | Incorporates new model code language. | Existing amendments report |
| Egress Roof Access Window | Deletes existing amendment | Definition is not used in the IRC. | 24-GP2-046-R2 |
| Electric Vehicle (EV) | New amendment | Adds definition from 2024 IECC appendix RE. Aligns with changes to EV infrastructure made in the International Building Code (IBC). | 24-GP2-049-R2 |
| Electric Vehicle Supply Equipment (EVSE) | New amendment | Adds definition from 2024 IECC appendix RE. Aligns with changes to EV infrastructure made in the IBC. | 24-GP2-049-R2 |
| Fire Separation Distance | Modifies existing amendment | Incorporates new model code language. | Existing amendments report |
| Interior Adjacent Room | New amendment | Aligns IRC with 2024 IMC. | 24-GP2-041-R1 |
| Interior Adjoining Space | New amendment | Aligns IRC with 2024 IMC. | 24-GP2-041-R1 |
| Landing Platform | Deletes existing amendment | Definition is not used in the IRC. | 24-GP2-046-R2 |
| Limited Verbal or Physical Assistance | New amendment | Adds definition for increased clarity of R101.2. | 24-GP2-051-R1 |
| Loft | Modifies existing amendment | Based on model definition sleeping loft. Removes reference to sleeping and clarifies a loft as an intermediate level of a story. | 24-GP2-046-R2 |
Lot Line | Deletes existing amendment | Model code language is the same. | Existing amendments report |
Medical Care | New amendment | Adds definition for increased clarity of R101.2. | 24-GP2-051-R1 |
| Multiplex | New amendment | Correlation change to reference multiplex housing appendix directed by 2024 legislation HB [2SHB] 2071 in RCW 19.27.800. | Multiplex Housing Proposal From TAG |
Sleeping Loft | New amendment | Definition replaced with "loft" definition. | 24-GP2-046-R2 |
51-51-0301 | T R301.2 footnote "d" & "l" | New amendment | Adds pointer to new WA Figure R30.2.(2.1). | 24-GP2-034-R1 |
| T R301.2 footnote "o" | New amendment | Increases clarity and application of snow load requirements. | 24-GP2-035 |
| Figure R301.2(2) | New amendment | Adds pointer to new WA Figure R30.2.(2.1). | 24-GP2-034-R1 |
| Figure R301.2(2.1) | New amendment | Adds new WA Figure R30.2.(2.1) based on study of Washington special wind regions done by the structural engineers association of Washington. | 24-GP2-034-R1 |
| R301.2.2.1.1 | New amendment | Reduces confusion by removing the IBC reference and directing users straight to ASCE 7. | 24-GP2-033-R1 |
| R301.2.2.10 | Deletes existing amendment | New model code language and reorganization has same effect. | Existing amendments report |
| T R302.1(1) and T R302.1(2) | Deletes existing amendment | Model code language is the same. | Existing amendments report |
51-51-0302 | R302.2.2 | Modifies existing amendment | Incorporates new model code language. | Existing amendments report |
| R302.2.4 | Deletes existing amendment | Model code language is the same. | Existing amendments report |
| Section R302.3 | Modifies existing amendments | Carries forward existing amendments in R302.2, while removing sections that are the same as model code. | 24-GP2-047-R1 |
| R302.3 | Modifies existing amendment | Removes use of term "accessory dwelling" because it is not used in model code. Also, clarifies application of dwelling unit separation requirements. | 24-GP2-032 |
51-51-0303 | Section R303 | Relocates existing amendments | Moves and incorporates existing amendments from R303 into updated model code R325. | 24-GP2-044-R2 |
51-51-0307 | Section R307 | Relocates existing amendments | R307 moved to Section R327 to align with model code reorganization. | Editorial |
51-51-0309 | Section R309 | Relocates existing amendments | R309 moved to Section R317 to align with model code reorganization. | Editorial |
| Section R309 | Relocates existing amendments | R313 moved to Section R309 to align with model code reorganization. | Editorial |
51-51-03100 | Section R310 | Relocates existing amendments | R310 moved to Section R319 to align with model code reorganization. | Editorial |
| Section R310 | Relocates existing amendments | R314 moved to Section R310 to align with model code reorganization. | Editorial |
| R310.2.2 | Modifies existing amendments | Removes use of term "accessory dwelling" because it is not used in model code. | 24-GP2-032 |
| R310.4 | Modifies existing amendments | Removes use of term "accessory dwelling" because it is not used in model code. | 24-GP2-032 |
51-51-0311 | Section R311 | Relocates existing amendments | R311 moved to Section R318 to align with model code reorganization. | Editorial |
| Section R311 | Relocates existing amendments | R315 moved to Section R311 to align with model code reorganization. | Editorial |
| Section R311 | Modifies existing amendments | Clarifies alarm requirements for bedrooms adjacent to fuel burning appliances. Clarifies interconnection requirements. | 24-GP1-039-R1 |
51-51-0312 | Section R312 | Relocates existing amendments | R312 moved to Section R321 to align with model code reorganization. | Editorial |
| Section R312 | New amendment | Changes 70 square foot requirement for all rooms to now require every dwelling unit to have at least one habitable room with a minimum floor area of 120 square feet that is not less than seven feet in any horizontal plan dimensions. | 24-GP2-028 |
51-51-0313 | Section R313 | Relocates existing amendments | R313 moved to Section R309 to align with model code reorganization. | Editorial |
51-51-0314 | Section R314 | Relocates existing amendments | R314 moved to Section R310 to align with model code reorganization. | Editorial |
| Section R314 | Relocates existing amendments | R325 moved to Section R314 to align with model code reorganization. | Editorial |
| R314.1 | Modifies existing amendment | Incorporates new model code exception and correlates use of "loft" in place of "sleeping loft" | 24-GP2-046-R2 |
51-51-0315 | Section R315 | Relocates existing amendments | R315 moved to Section R311 to align with model code reorganization. | Editorial |
| Section R315 | New amendment | Replaces the use of the term "sleeping loft" with "loft" to clarify application of requirements. | 24-GP2-046-R2 |
51-51-0316 | Section R316 | Relocates existing amendments | R326 moved to Section R316 to align with model code reorganization. | Editorial |
51-51-0317 | Section R317 | Relocates existing amendments | R309 moved to Section R317 to align with model code reorganization. | Editorial |
| Section R317 | Modifies existing amendments | Uses new defined terms and clarifies application of requirements. | 24-GP2-049-R2 |
51-51-0318 | Section R318 | Relocates existing amendments | R311 moved to Section R318 to align with model code reorganization. | Editorial |
51-51-0319 | Section R319 | Relocates existing amendments | R310 moved to Section R319 to align with model code reorganization. | Editorial |
51-51-0321 | Section R321 | Relocates existing amendments | R312 moved to Section R321 to align with model code reorganization. | Editorial |
51-51-0322 | R322.3 Option 1 | New amendment | Option 1 excepts adult family homes and family home child care uses from IBC Chapter 11 requirements. | 24-GP2-048-R2 |
| R322.3 Option 2 | New amendment | Option 2 strikes the new section from the code. | 24-GP2-048-R2 |
| R322.3 Option 3 | New amendment | Option 3 leaves the new section unamended. | 24-GP2-048-R2 |
51-51-03240 | Section R324 | Relocates existing amendments | R324 moved to Section R329 to align with model code reorganization. | 24-GP2-038 |
51-51-0325 | Section R325 | Relocates existing amendments | R325 moved to Section R314 to align with model code reorganization. | Editorial |
| Section R325 | Relocates existing amendments | Moves and incorporates existing amendments from R303 into updated model code R325. | 24-GP2-044-R2 |
51-51-0326 | Section R326 | Relocates existing amendments | R326 moved to Section R316 to align with model code reorganization. | Editorial |
51-51-0327 | Section R327 | Relocates existing amendments | R327 moved to Section R328 to align with model code reorganization. | Editorial |
| Section R327 | Relocates existing amendments | R307 moved to Section R327 to align with model code reorganization. | Editorial |
51-51-0328 | Section R328 | Relocates existing amendments | R328 moved to Section R330 to align with model code reorganization. | Editorial |
51-51-0329 | Section R329 | Relocates existing amendments | R324 moved to Section R329 to align with model code reorganization. | 24-GP2-038 |
| Section R329 | Modifies existing amendments | Correlation change to align with solar requirements in the International Fire Code. | 24-GP2-038 |
51-51-0330 | Section R330 | Relocates existing amendments | R330 moved to Section R333 to align with model code reorganization. | Editorial |
| Section R330 | Relocates existing amendments | R328 moved to Section R330 to align with model code reorganization. | Editorial |
| Section R330 | Modifies existing amendments | Clarifies language and incorporates pointers to NFPA 855. | 24-GP2-023-R1 |
51-51-0331 | Section R331 | Relocates existing amendments | R331 moved to Section R334 to align with model code reorganization. | Editorial |
51-51-0332 | Section R332 | Relocates existing amendments | R332 moved to Section R335 to align with model code reorganization. | Editorial |
51-51-0333 | Section R333 | Deletes existing amendments | Section R333 Lofts no longer needed. Model code has new section R315. | 24-GP2-046-R2 |
| Section R333 | Relocates existing amendments | R330 moved to Section R333 to align with model code reorganization. | Editorial |
| R333.2 | New amendment | Adds section for current department of social and health services sprinkler requirement for adult family homes. | 24-GP2-026 |
51-51-0334 | Section R334 | Deletes existing amendment | R334 removed. Model code Section R332 is the same. | Editorial |
| Section R334 | Relocates existing amendments | R331 moved to Section R334 to align with model code reorganization. | Editorial |
51-51-0335 | Section R335 | Relocates existing amendments | R332 moved to Section R335 to align with model code reorganization. | Editorial |
51-51-0403 | R403.1.1 | Modifies existing amendment | Incorporates new model code language. | 24-GP2-052 |
| Figures R403.1.1(1) through R403.1.1(4) | Modifies existing amendments | Changes "tributary span" to more common term of "tributary width" to increase clarity. | 24-GP2-053 |
51-51-0408 | R408.2 | Modifies existing amendments | Alignment with model code reorganization. | Editorial |
| R408.3 | Modifies existing amendments | Alignment with model code reorganization. | Editorial |
51-51-0502 | R502.8 | New amendment | Adds graphic into Figure R502.8 to clarify hole proximity to notches. | 24-GP2-024-R2 |
| R502.8.1 | New amendment | Clarifies spacing requirements for both holes and notches. | 24-GP2-024-R2 |
51-51-0507 | R507.4 | Deletes existing amendment | Model code is the same. | Editorial |
| R507.5 | Modifies existing amendment | Incorporates new model code language. | Editorial |
| R507.6 | Deletes existing amendment | Model code is the same. | Editorial |
| R507.9.1.2 | Deletes existing amendment | Model code is the same. | Editorial |
51-51-0602 | R602.6 | New amendment | Clarifies hole and notch separation requirements. | 24-GP2-024-R2 |
51-51-1307 | M1307.2 | Modifies existing amendment | Incorporates model code changes. | Editorial |
51-51-1401 | M1401.1 | New amendment | Adopts 2027 code language and requires use of ASHRAE 15.2. | 24-GP2-040 |
51-51-1503 | M1503.5 | Modifies existing amendment | Incorporates model code changes. | Editorial |
51-51-1504 | M1504.3 | Modifies existing amendment | Correlation change to align with changes in R325 also incorporates new model code language. | 24-GP2-044-R2 |
| M1504.3 #3.2 | Modifies existing amendment | Aligns IRC with 2024 IMC. | 24-GP2-041-R1 |
51-51-1505 | M1505.4.1 through M1505.4.1.5 | Modifies existing amendment | Aligns IRC with 2024 IMC. | 24-GP2-041-R1 |
| M1505.4.4.2 | Modifies existing amendment | Aligns IRC with 2024 IMC. | 24-GP2-041-R1 |
| M1505.4.4.3 | New amendment | Aligns IRC with 2024 IMC. | 24-GP2-041-R1 |
| M1505.4.4.4 and M1505.4.4.4.1 | Modifies existing amendment | Aligns IRC with 2024 IMC. | 24-GP2-041-R1 |
51-51-2000 | M2001.1 | New amendment | Clarifies requirements for boilers using refrigeration systems. | 24-GP2-042 |
| M2005.1 | Modifies existing amendment | Clarifies requirements for water heaters using refrigeration systems. | 24-GP2-042 |
51-51-2901 | Section P2901 | New amendment | Clarifies application of the code. | 24-GP2-045-R2 |
51-51-2902 | Section P2902 | New amendment | Clarifies application of the code. | 24-GP2-045-R2 |
51-51-2903 | Section P2903 | New amendment | Clarifies application of the code. | 24-GP2-045-R2 |
51-51-2904 | Section P2904 | Modifies existing amendment | Clarifies application of the code. | 24-GP2-045-R2 |
51-51-2905 | Section P2905 | New amendment | Clarifies application of the code. | 24-GP2-045-R2 |
51-51-2906 | Section P2906 | New amendment | Clarifies application of the code. | 24-GP2-045-R2 |
51-51-2907 | Section P297 | New amendment | Clarifies application of the code. | 24-GP2-045-R2 |
51-51-2908 | Section P2908 | New amendment | Clarifies application of the code. | 24-GP2-045-R2 |
51-51-2909 | Section P2909 | New amendment | Clarifies application of the code. | 24-GP2-045-R2 |
51-51-2910 | Section P2910 | New amendment | Clarifies application of the code. | 24-GP2-045-R2 |
51-51-2911 | Section P2911 | New amendment | Clarifies application of the code. | 24-GP2-045-R2 |
51-51-2912 | Section P2912 | New amendment | Clarifies application of the code. | 24-GP2-045-R2 |
51-51-2913 | Section P2913 | New amendment | Clarifies application of the code. | 24-GP2-045-R2 |
51-51-4400 | ASHRAE 15.2-2024 | New amendment | Correlation change to align changes in 1401.1. | 24-GP2-040 |
ASHRAE 32-2024 | Modifies existing amendment | Updates ASHRAE 34 to the most current edition. | 24-GP2-040 |
| NFPA 70-23 | New amendment | 23-GP2-023-R1: New amendment. Correlation change to include section modifications in R330. | 24-GP2-023-R1 |
| NFPA 72-22 | New amendment | Correlation change to include section modifications in R311. | 24-GP2-039-R1 |
| NFPA 855 | New amendment | 23-GP2-023-R1: New amendment. Correlation change to include section modifications in R330. | 24-GP2-023-R1 |
| UL 9540-2023 | New amendment | 23-GP2-023-R1: New amendment. Correlation change to include section modifications in R330. | 24-GP2-023-R1 |
51-51-5000 | Appendix BB | Relocates existing amendments | Appendix AQ moved to Appendix BB to align with model code reorganization. | Editorial |
Appendix BB | Modifies existing amendments | Aligns with model code changes in R315. | 24-GP2-050-R2 |
51-51-5300 | Appendix BE | Relocates existing amendments | Appendix AF moved to Appendix BE to align with model code reorganization. | Editorial |
51-51-5700 | Appendix BI | New amendments | Makes Appendix BI ready for adoption by local jurisdictions in Washington. | 24-GP1-015-R2 |
51-51-5800 | Appendix BJ | New amendments | Makes Appendix BJ ready for adoption by local jurisdictions in Washington. | 24-GP1-015-R2 |
51-51-5900 | Appendix BK | New amendments | Makes Appendix BK ready for adoption by local jurisdictions in Washington. | 24-GP1-015-R2 |
51-51-6000 | Appendix BL | New amendments | Makes Appendix BL ready for adoption by local jurisdictions in Washington. | 24-GP1-015-R2 |
51-51-60101 | Appendix F101 | Relocates existing amendments | Appendix AF moved to Appendix BE to align with model code reorganization. | Editorial |
51-51-60103 | Appendix F103 | Relocates existing amendments | Appendix AF moved to Appendix BE to align with model code reorganization. | Editorial |
51-51-60104 | Appendix AQ | Relocates existing amendments | Appendix AQ moved to Appendix BB to align with model code reorganization. | Editorial |
51-51-60105 | Appendix U | Deletes existing amendment | Clarifies application of the code. | 24-GP2-045-R2 |
51-51-60106 | Appendix T | Relocates existing amendments | Appendix AT moved to Appendix NB to align with model code reorganization. | Editorial |
51-51-60107 | Appendix WV | Relocates existing amendments | Appendix AWV moved to Appendix WA to align with model code reorganization. | Editorial |
51-51-60108 | Appendix WY | Relocates existing amendments | Appendix AWY moved to Appendix WB to align with model code reorganization. | Editorial |
51-51-60109 | Appendix WZ | Relocates existing amendments | Appendix AWZ moved to Appendix WC to align model code reorganization. | Editorial |
51-51-7300 | Appendix NB | Relocates existing amendments | Appendix AT moved to Appendix NB to align with model code reorganization. | Editorial |
51-51-8400 | Appendix WA | Relocates existing amendments | Appendix AWV moved to Appendix WA to align with model code reorganization. | Editorial |
| WA101.1 | Modifies existing amendment | Clarifies application of the code. | 24-GP2-045-R2 |
51-51-8500 | Appendix WB | Relocates existing amendments | Appendix AWY moved to Appendix WB to align with model code reorganization. | Editorial |
51-51-8600 | Appendix WC | Relocates existing amendments | Appendix AWZ moved to Appendix WC to align model code reorganization. | Editorial |
51-51-8700 | Appendix WD | New amendments | Creates multiplex housing appendix directed by 2024 legislation HB [2SHB] 2071 in RCW 19.27.800. | Multiplex Housing Proposal From TAG |
Rule is not necessitated by federal law, federal or state court decision.
Name of Proponent: BCC, governmental.
Name of Agency Personnel Responsible for Drafting and Implementation: Dustin Curb, 1500 Jefferson Street S.E., Olympia, WA 98504, 360-972-4158; Enforcement: Local jurisdictions having authority.
A school district fiscal impact statement is not required under RCW
28A.305.135.
A cost-benefit analysis is required under RCW
34.05.328. A preliminary cost-benefit analysis may be obtained by contacting Dustin Curb, 1500 Jefferson Street S.E., Olympia, WA 98504, phone 360-972-4158, email
dustin.curb@des.wa.gov. The preliminary cost-benefit analysis is posted online at
https://sbcc.wa.gov/sites/default/files/2026-05/Economic%20Impact%20IRC%20Master%20V2.pdf.
This rule proposal, or portions of the proposal, is exempt from requirements of the Regulatory Fairness Act because the proposal:
Is exempt under RCW
19.85.025(3) as the rules are adopting or incorporating by reference without material change federal statutes or regulations, Washington state statutes, rules of other Washington state agencies, shoreline master programs other than those programs governing shorelines of statewide significance, or, as referenced by Washington state law, national consensus codes that generally establish industry standards, if the material adopted or incorporated regulates the same subject matter and conduct as the adopting or incorporating rule; and rules only correct typographical errors, make address or name changes, or clarify language of a rule without changing its effect.
Explanation of exemptions: There are significant changes to the model code with economic impact. However, the model code changes are exempt under RCW
19.85.025(3) and
34.05.310 (4)(c), and are not part of this report.
Scope of exemption for rule proposal:
Is partially exempt:
Explanation of partial exemptions: Changes are analyzed at an individual proposal level. All proposals are included in the analysis. Changes that occur in the 2024 version of the model code as compared to the 2021 version are not included and are exempt.
The proposed rule does impose more-than-minor costs on businesses.
Please see the posted preliminary cost-benefit analysis (https://sbcc.wa.gov/sites/default/files/2026-05/Economic%20Impact%20IRC%20Master%20V2.pdf). There are costs imposed by the proposed rule, but the costs do not impact small businesses disproportionately. The rule will not affect the distribution of impacted work. The rules do not affect employment, reporting or recordkeeping.
A copy of the statement may be obtained by contacting Dustin Curb, 1500 Jefferson Street S.E., Olympia, WA 98504, email dustin.curb@des.wa.gov.
May 5, 2026
Todd Beyreuther
Chair
RDS-7110.1
Chapter 51-51 WAC
STATE BUILDING CODE ADOPTION AND AMENDMENT OF THE ((2021))2024 EDITION OF THE INTERNATIONAL RESIDENTIAL CODE
AMENDATORY SECTION(Amending WSR 23-23-104, filed 11/15/23, effective 3/16/24)
WAC 51-51-003International Residential Code.
The ((2021))2024 edition of the International Residential Code as published by the International Code Council is hereby adopted by reference with the following additions, deletions, and exceptions: Provided that chapters 11 ((and)); 25 through 28; 29, except for Section P2904; and 30 through 43 of this code are not adopted. Energy Code is regulated by chapter 51-11R WAC; Plumbing Code is regulated by chapter 51-56 WAC; Electrical Code is regulated by chapter 296-46B WAC or Electrical Code as adopted by the local jurisdiction. Appendix BB Tiny Houses, Appendix ((AF))BE, Radon Control Methods, ((Appendix AQ, Tiny Homes, and Appendix AWU, Dwelling Unit Fire Sprinkler Systems))and Appendix WD Multiplex Buildings, are included in adoption of the International Residential Code.
AMENDATORY SECTION(Amending WSR 04-01-109, filed 12/17/03, effective 7/1/04)
WAC 51-51-007Exceptions.
The exceptions and amendments to the International Residential Code contained in the provisions of chapter
19.27 RCW shall apply in case of conflict with any of the provisions of these rules.
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.
The provisions of this code do not apply to the construction, alteration, or repair of temporary worker housing except as provided by rule adopted under chapter
70.114A RCW or chapter 37, Laws of 1998 (SB 6168). "Temporary worker housing" means a place, area, or piece of land where sleeping places or housing sites are provided by an employer for ((
his or her))
their employees or by another person, including a temporary worker housing operator, who is providing such accommodations for employees, for temporary, seasonal occupancy, and includes "labor camps" under RCW
70.54.110.
Codes referenced which are not adopted through RCW
19.27.031 or chapter
19.27A RCW shall not apply unless specifically adopted by the authority having jurisdiction.
The standards for liquefied petroleum gas installations shall be NFPA 58 (Liquefied Petroleum Gas Code) and NFPA 54 (National Fuel Gas Code). All other fuel gas installations shall be regulated by the International Mechanical Code and International Fuel Gas Code.
AMENDATORY SECTION(Amending WSR 23-23-104, filed 11/15/23, effective 3/16/24)
WAC 51-51-008Implementation.
The International Residential Code adopted by chapter 51-51 WAC shall become effective in all counties and cities of this state on ((March 15, 2024))May 3, 2027.
AMENDATORY SECTION(Amending WSR 23-23-104, filed 11/15/23, effective 3/16/24)
WAC 51-51-01010Section R101—Scope and general requirements.
R101.2 Scope. The provisions of the International Residential Code for One- and Two-Family Dwellings shall apply to the construction, alteration, movement, enlargement, replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one- and two-family dwellings, ((adult family homes,)) and townhouses not more than three stories above grade plane in height with a separate means of egress and their accessory structures not more than three stories above grade plane in height.
EXCEPTIONS: | 1. Live/work units located in townhouses and complying with the requirements of Section 508.5 of the International Building Code shall be permitted to be constructed in accordance with the International Residential Code for One- and Two-Family Dwellings. An automatic sprinkler system required by Section 508.5.7 of the International Building Code where constructed under the International Residential Code for One- and Two-Family Dwellings shall conform to ((Appendix AWU))Section P2904. |
| 2. Owner-occupied lodging houses with one or two guestrooms shall be permitted to be constructed in accordance with the International Residential Code forOne- and Two-Family Dwellings. |
| 3. Owner-occupied lodging homes with three to five guestrooms shall be permitted to be constructed in accordance with the International Residential Code for One- and Two-Family Dwellings where equipped with an automatic fire sprinkler system in accordance with ((Appendix AWU))Section P2904. |
| 4. A care facility with five or fewer persons receiving custodial care within a dwelling unit shall be permitted to be constructed in accordance with the International Residential Code for One- and Two-Family Dwellings where equipped with an automatic fire sprinkler system in accordance with ((Appendix AWU))Section P2904. |
| 5. A care facility with five or fewer persons receiving medical care within a dwelling unit shall be permitted to be constructed in accordance with the International Residential Code for One- and Two-Family Dwellings where equipped with an automatic fire sprinkler system in accordance with ((Appendix AWU))Section P2904. |
| 6. A day care facility, other than family home child care, with five or fewer persons of any age receiving care that are within a ((single-family))one-familydwelling shall be permitted to be constructed in accordance with the International Residential Code for One- and Two-Family Dwellings where equipped with an automatic fire sprinkler system in accordance with ((Appendix AWU))Section P2904 or NFPA 13D. |
| 7. Adult family homes shall be permitted to be constructed in accordance with the International Residential Code for One- and Two-Family Dwellings. |
| 8. Family home child care facilities shall be permitted to be constructed in accordance with the International Residential Code for One- and Two-Family Dwellings. |
| 9. Multiplex buildings shall be permitted to be constructed in accordance with the International Residential Code for One- and Two-Family Dwellings as modified by appendix WD. |
R101.2.1 Appendices. Provisions in the appendices shall not apply unless specifically referenced in the adopting ordinance. An appendix adopted by a local jurisdiction shall not be effective unless approved by the state building code council pursuant to RCW 19.27.060 (1)(a). EXCEPTIONS: | 1. The state building code council has determined that a local ordinance providing specifications for light straw-clay, strawbale, cob, or hemp-lime construction, requiring a solar-ready zone, requiring fire sprinklers, or addressing construction and demolition material management or building deconstruction in accordance with Appendix BI, BJ, BK, BL, NB, WA, WB, or WC of this code may be adopted by any local government upon notification of the council. |
| 2. Appendix BE, Radon Control Methods, Appendix BB, Tiny Homes, and Appendix WD Multiplex Buildings are included in adoption of the International Residential Code. |
AMENDATORY SECTION(Amending WSR 23-23-104, filed 11/15/23, effective 3/16/24)
WAC 51-51-0102Section R102—Applicability.
((
R102.5 Appendices. Provisions in the appendices shall not apply unless specifically referenced in the adopting ordinance. An appendix adopted by a local jurisdiction shall not be effective unless approved by the state building code council pursuant to RCW 19.27.060 (1)(a).EXCEPTIONS: | 1. The state building code council has determined that a local ordinance providing specifications for light straw-clay or strawbale construction, requiring a solar-ready zone, requiring fire sprinklers, or addressing construction and demolition material management or building deconstruction in accordance with Appendix AR, AS, AT, AWV, AWY, or AWZ of this code may be adopted by any local government upon notification of the council. |
| 2. Appendix AF, Radon Control Methods, Appendix AQ, Tiny Homes, and Appendix AWU, Dwelling Unit Fire Sprinkler Systems, are included in adoption of the International Residential Code.)) |
R102.7.1 Additions, alterations, change of use, repairs, or relocations.Additions, alterations, repairs, or relocations shall be permitted to conform to the requirements of the provisions of Chapter 45 or shall conform to the requirements for new structure without requiring the existing structure to comply with the requirements of this code, unless otherwise stated. Additions, alterations, repairs, and relocations shall not cause an existing structure to become less compliant with the provisions of this code than the existing building or structure was prior to the addition, alteration, repair, or relocation. Where additions, alterations, or changes of use to an existing structure result in a use or occupancy, height, or means of egress outside the scope of this code, the building shall comply with the International Existing Building Code.
EXCEPTIONS: | 1. Additions with less than 500 square feet of conditioned floor area are exempt from the requirements for Whole-House Ventilation Systems, Section M1505.4. |
| 2. Additions or alterations to existing buildings which do not require the construction of foundations, crawlspaces, slabs or basements shall not be required to meet the requirements for radon protection in Section R332.1 and Appendix AF. |
R102.7.2 Moved buildings. Buildings or structures moved into or within a jurisdiction shall comply with the provisions of this code, the International Building Code (chapter 51-50 WAC), the International Mechanical Code (chapter 51-52 WAC), the International Fire Code (chapter 51-54A WAC), the Uniform Plumbing Code and Standards (chapter 51-56 WAC), and the Washington State Energy Code (chapter 51-11R WAC) for new buildings or structures.
EXCEPTION: | Group R-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. |
AMENDATORY SECTION(Amending WSR 24-04-035, filed 1/30/24, effective 3/15/24)
WAC 51-51-0202Section R202—Definitions.
ADULT FAMILY HOME. A dwelling, licensed by the state of Washington department of social and health services, in which a person or persons provide personal care, special care, room and board to more than one but not more than six adults who are not related by blood or marriage to the person or persons providing the services. An existing adult family home may provide services to up to eight adults upon approval from the department of social and health services in accordance with RCW
70.128.066.
BUILDING. Any one- or two-family dwelling((or)),townhouse, multiplex, or portion thereof used or intended to be used for human habitation, for living, sleeping, cooking or eating purposes, or any combination thereof, or any accessory structure.
BUILDING, EXISTING. A building or structure erected prior to the adoption of this code, or one that has passed a final inspection.
CHILD CARE, FAMILY HOME. A child care facility, licensed by Washington state, located in the dwelling of the person or persons under whose direct care and supervision the child is placed, for the care of 16 or fewer children, including children who reside at the home.
CHILD DAY CARE, shall, for the purposes of these regulations, mean the care of children during any period of a 24-hour day.
CONDITIONED SPACE. An area, room or space that is enclosed within the building thermal envelope and that is directly or indirectly heated or cooled. Spaces are indirectly heated or cooled where they communicate through openings with conditioned spaces, where they are separated from conditioned spaces by uninsulated walls, floors or ceilings, or where they contain uninsulated ducts, piping or other sources of heating or cooling.
CUSTODIAL CARE. Describes persons who receive assistance with day-to-day living tasks such as cooking, taking medication, bathing, using toilet facilities, and other tasks of daily living. Custodial care includes persons receiving care who have the ability to respond to emergency situations and may receive limited verbal or physical assistance. These care recipients may evacuate at a slower rate and/or who have mental and psychiatric complications.
DISTRIBUTED WHOLE-HOUSE VENTILATION SYSTEM. A whole-house ventilation system shall be considered distributed ((when))where it supplies outdoor air directly (not transfer air) to each dwelling or sleeping unit habitable space(((living room, den, office, interior adjoining spaces or bedroom), and exhausts air from all kitchens and bathrooms directly outside))other than adjoining spaces used for eating or cooking, and where it supplies outdoor air directly, or indirectly through an unobstructed fixed opening sized in accordance with Section 325.1.3 to adjoining spaces used for eating or cooking.
DWELLING UNIT. A single unit providing complete independent living facilities for one or more persons, including permanent provisions for living, sleeping, eating, cooking and sanitation. For the definition applicable in Chapter 24, see Section G2403. Dwelling units may also include the following uses:
1. Adult family homes, foster family care homes and family day care homes licensed by the Washington state department of social and health services.
2. Offices, mercantile, food preparation for off-site consumption, personal care salons or similar uses which are conducted primarily by the occupants of the dwelling unit and are secondary to the use of the unit for dwelling purposes, and which do not exceed 500 square feet (46.4 m2).
((EGRESS ROOF ACCESS WINDOW. A skylight or roof window designed and installed to satisfy the Emergency Escape and Rescue Opening requirements of Section R310.2.))
ELECTRIC VEHICLE (EV). An automotive-type vehicle for on-road use, such as passenger automobiles, buses, trucks, vans, neighborhood electric vehicles, and electric motorcycles, primarily powered by an electric motor that draws current from a building electrical service, electric vehicle supply equipment (EVSE), a rechargeable storage battery, a fuel cell, a photovoltaic array, or another source of electric current.
ELECTRIC VEHICLE SUPPLY EQUIPMENT (EVSE). Equipment for plug-in power transfer, including the ungrounded, grounded, and equipment grounding conductors; electric vehicle connectors; attachment plugs; any personal protection system; and all other fittings, devices, power outlets, or apparatus installed specifically for the purpose of transferring energy between the premises wiring and the electric vehicle.
ENCLOSED KITCHEN. A kitchen whose permanent openings to interior adjacent spaces do not exceed a total of 60 square feet (6 m2).
FIRE SEPARATION DISTANCE. The distance measured from the foundation wall or face of the wall framing, whichever is closer, to one of the following:
1. To the closest interior lot line; or
2. To the centerline of a street, an alley or public way; or
3. To an imaginary line between two buildings or townhouse units on the lot.
The distance shall be measured at a right angle from the wall.
FLOOR AREA. The area within the inside perimeter of exterior walls of the building. The floor area of a building, or portion thereof, not provided with surrounding exterior walls shall be the usable area under the horizontal projection of the roof or floor above.
((LANDING PLATFORM. A landing provided as the top step of a stairway accessing a Loft.))
INTERIOR ADJACENT ROOM. An enclosed room, qualifying as habitable space, without exterior windows or openings to the outdoors, located within a dwelling or sleeping unit that does not have interior unobstructed openings required for an interior adjoining space.
INTERIOR ADJOINING SPACE. A habitable space without openings to the outdoors that is naturally ventilated from another habitable space by unobstructed fixed openings sized in accordance with Section 325.1.3.
LIMITED VERBAL OR PHYSICAL ASSISTANCE. Describes persons who, because of age, physical limitations, cognitive limitations, treatment or chemical dependency, may not independently recognize, respond or evacuate without limited verbal or physical assistance during an emergency situation. Limited verbal assistance includes prompting, giving and repeating instructions. Limited physical assistance includes assistance with transfers to walking aids or mobility devices and assistance with egress.
LOCAL EXHAUST. An exhaust system that uses one or more fans to exhaust air from a specific room or rooms within a residential dwelling or sleeping unit.
LOFT. A space on an intermediate level or levels between the floor and ceiling of a ((dwelling or sleeping unit))story, open on one or more sides to the room ((or space)) in which the ((loft))space is located, and in accordance with Section ((R333))R315.
((LOT LINE. The line which bounds a plot of ground described as a lot in the title to the property.))
MEDICAL CARE. Care involving medical or surgical procedures, nursing or for psychiatric purposes.
MULTIPLEX. A building of up to three stories above grade plane, containing three to six dwelling units consolidated into a single structure with common walls and floors.
SALT WATER COASTAL AREA. Those areas designated as salt water coastal areas by the local jurisdiction.
SLEEPING LOFT. Not adopted.
SMALL BUSINESS. Any business entity (including a sole proprietorship, corporation, partnership or other legal entity) which is owned and operated independently from all other businesses, which has the purpose of making a profit, and which has fifty or fewer employees.
TOWNHOUSE UNIT. A single-family dwelling unit in a townhouse that extends from foundation to roof and that has a yard or public way on not less than two sides that extends at least 50 percent of the length of each of these two sides.
AMENDATORY SECTION(Amending WSR 23-23-104, filed 11/15/23, effective 3/16/24)
WAC 51-51-0301Section R301—Design criteria.
R301.2 Climatic and geographic design criteria. Buildings shall be constructed in accordance with the provisions of this code as limited by the provisions of this section. Additional criteria shall be established by the local jurisdiction and set forth in Table R301.2. The local jurisdiction shall designate the salt water coastal areas within their jurisdiction.
((R301.2.2.10 Anchorage of water heaters. In Seismic Design Categories D0, D1 and D2, and in townhouses in Seismic Design Category C, water heaters and thermal storage units shall be anchored against movement and overturning in accordance with Section M1307.2 or the Uniform Plumbing Code Section 507.2.))
Table R301.2 Climatic and geographic design criteria. Amendments occur in the footnotes only.
d. The jurisdiction shall fill in this part of the table with the wind speed from the ultimate design wind speeds maps (Figure R301.2(2) or Figure R301.2(2.1)). Wind exposure category shall be determined on a site-specific basis in accordance with Section R301.2.1.4.
l. In accordance with Figure R301.2(2), where there is local historical data documenting unusual wind conditions, the jurisdiction shall fill in this part of the table with "YES" and identify any specific requirements. Otherwise, the jurisdiction shall indicate "NO" in this part of the table. The special wind regions in Washington state shall be determined as shown in Figure R301.2(2.1). The ultimate design wind speed in the special wind region shall be 120 mph.
o. The jurisdiction shall fill in this section of the allowable stress design table using the ground snow loads determined from Section R301.2.3.
Figure R301.2(2) Ultimate design wind speeds. Amendments occur in the footnotes only.
6. Mountainous terrain, gorges, and ocean promontories shall be examined for unusual wind conditions. Site specific values for selected special wind regions shall be permitted to be determined using the ASCE Wind Design Geodatabase and for Washington state shall be as per Figure R301.2(2.1).
FIGURE R301.2(2.1)
SPECIAL WIND REGION BOUNDARIES IN WASHINGTON STATE
R301.2.2.1.1 Alternate determination of seismic design category. The seismic design category and short-period design spectral response accelerations, SDS, for a site shall be allowed to be determined in accordance with ASCE 7. The value of SDS determined in accordance with the ASCE 7 is permitted to be used to set the seismic design category in accordance with Table R301.2.2.1.1, and to interpolate between values in Tables R602.10.3(3) and R603.9.2(1) and other seismic design requirements of this code.
R301.5 Live load. The minimum uniformly distributed live load shall be as provided in Table R301.5.
TABLE R301.5
MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS
(in pounds per square foot)
| Use | Uniform Load (psf) | Concentrated Load (lb) | |
| Uninhabitable attics without storageb | 10 | - | |
| Uninhabitable attics with limited storageb, g | 20 | - | |
| Habitable attics and attics served with fixed stairs | 30 | - | |
| Balconies (exterior) and deckse | 60j | - | |
| Fire escapes | 40 | - | |
| Guards | - | 200h,i | |
| Guard in-fill componentsf | - | 50h | |
| Handraild | - | 200h | |
| Passenger vehicle garagesa | 50a | 2,000 a | |
| Areas other than sleeping areas | 40 | - | |
| Sleeping areas | 30 | - | |
| Stairs | 40c | 300c | |
For SI: 1 pound per square foot = 0.0479 kPa, 1 square inch = 645 mm, 1 pound = 4.45 N |
a. | Elevated garage floors shall be capable of supporting the uniformly distributed live load or a 2,000-pound concentrated load applied on an area of 4-1/2 inches by 4-1/2 inches, whichever produces the greater stresses. |
b. | Uninhabitable attics without storage are those where the clear height between joists and rafters is not more than 42 inches, or where there are not two or more adjacent trusses with web configurations capable of accommodating an assumed rectangle 42 inches in height by 24 inches in width, or greater, within the plane of the trusses. This live load need not be assumed to act concurrently with any other live load requirements. |
c. | Individual stair treads shall be capable of supporting the uniformly distributed live load or a 300-pound concentrated load applied on an area of 2 inches by 2 inches, whichever produces the greater stresses. |
d. | A single concentrated load applied in any direction at any point along the top. For a guard not required to serve as a handrail, the load need not be applied to the top element of the guard in a direction parallel to such element. |
e. | See Section R507.1 for decks attached to exterior walls. |
f. | Guard in-fill components (all those except the handrail), balusters and panel fillers shall be designed to withstand a horizontally applied normal load of 50 pounds on an area equal to 1 square foot. This load need not be assumed to act concurrently with any other live load requirement. |
g. | Uninhabitable attics with limited storage are those where the clear height between joists and rafters is 42 inches or greater, or where there are two or more adjacent trusses with web configurations capable of accommodating an assumed rectangle 42 inches in height by 24 inches in width, or greater, within the plane of the trusses. The live load need only be applied to those portions of the joists or truss bottom chords where all of the following conditions are met: |
g.1. | The attic area is accessed from an opening not less than 20 inches in width by 30 inches in length that is located where the clear height in the attic is not less than 30 inches. |
g.2. | The slopes of the joists or truss bottom chords are not greater than 2 units vertical to 12 units horizontal. |
g.3. | Required insulation depth is less than the joist or truss bottom chord member depth. The remaining portions of the joists or truss bottom chords shall be designed for a uniformly distributed concurrent live load of not less than 10 pounds per square foot. |
h. | Glazing used in handrail assemblies and guards shall be designed with a load adjustment factor of 4. The load adjustment factor shall be applied to each of the concentrated loads applied to the top of the rail, and to the load on the in-fill components. These loads shall be determined independent of one another, and loads are assumed not to occur with any other live load. |
i. | Where the top of a guard system is not required to serve as a handrail, the single concentrated load shall be applied at any point along the top, in the vertical downward direction and in the horizontal direction away from the walking surface. Where the top of a guard is also serving as the handrail, a single concentrated load shall be applied in any direction at any point along the top. Concentrated loads shall not be applied concurrently. |
j. | Where structural tables in Section R507 only specify snow loads, the values corresponding to 70 psf snow loads shall be used. |
AMENDATORY SECTION(Amending WSR 23-23-104, filed 11/15/23, effective 3/16/24)
WAC 51-51-0302Section R302—Fire-resistant construction.
R302.2.2 Common walls. Common walls separating townhouse units shall be assigned a fire resistance rating in accordance with Item 1 or 2 and shall be rated for fire exposure from both sides. Common walls shall extend to and be tight against the exterior sheathing of the exterior walls, or the inside face of exterior walls without stud cavities, and the underside of the roof sheathing. The common wall shared by two townhouse units shall be constructed without openings, plumbing or mechanical equipment, ducts or vents, other than water-filled fire sprinkler piping in the cavity of the common wall. Electrical installations shall be in accordance with chapter 296-46B WAC, Electrical safety standards, administration, and installation. Penetrations of the membrane of common walls for electrical outlet boxes shall be in accordance with Section R302.4.
1. Where an automatic sprinkler system in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour fire-resistance-rated wall assembly tested in accordance with ASTM E119, UL 263 or Section 703.2.2 of the International Building Code.
2. Where an automatic sprinkler system in accordance with Section P2904 is not provided, the common wall shall be not less than a 2-hour fire-resistance-rated wall assembly tested in accordance with ASTM E119, UL 263 or Section 703.2.2 of the International Building Code.
EXCEPTION: | Common walls are permitted to extend to and be tight against the interior side of the exterior walls if the cavity between the end of the common wall and the exterior sheathing is filled with a minimum of 2-inch nominal thickness wood studs. |
R302.2.3Continuity. The fire-resistance-rated wall or assembly separating townhouse units shall be continuous from the foundation to the underside of the roof sheathing, roof deck or slab. The fire-resistance rating shall extend the full length of the wall or assembly, including wall extensions through and separating attached enclosed accessory structures.
Where a story extends beyond the exterior wall of a story below:
1. The fire-resistance-rated wall or assembly shall extend to the outside edge of the upper story (see Figure ((R302.2(1)))R302.2.3(1)); or
2. The underside of the exposed floor-ceiling assembly shall be protected as required for projections in Section R302 (see Figure ((R302.2(2)))R302.2.3(2)).
R302.2.4 Parapets for townhouses. Parapets constructed in accordance with Section R302.2.5 shall be constructed for townhouses as an extension of exterior walls or common walls separating townhouse units in accordance with the following:
1. Where roof surfaces adjacent to the wall or walls are at the same elevation, the parapet shall extend not less than 30 inches (762 mm) above the roof surfaces.
2. Where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is not more than 30 inches (762 mm) above the lower roof, the parapet shall extend not less than 30 inches (762 mm) above the lower roof surface.
EXCEPTION: | A parapet is not required in the preceding two cases where the roof covering complies with a minimum Class C rating as tested in accordance with ASTM E108 or UL 790 and the roof decking or sheathing is of noncombustible materials or fire retardant-treated wood for a distance of 4 feet (1219 mm) on each side of the wall or walls, or one layer of 5/8-inch (15.9 mm) Type X gypsum board is installed directly beneath the roof decking or sheathing, supported by not less than nominal 2-inch (51 mm) ledgers attached to the sides of the roof framing members, for a distance of not less than 4 feet (1219 mm) on each side of the wall or walls and any openings or penetrations in the roof are not within 4 feet (1219 mm) of the common walls. Fire retardant-treated wood shall meet the requirements of Sections R802.1.5 and R803.2.1.2.)) |
Figure R302.2.3(1)
Extended Townhouse Separation Wall
Figure R302.2.3(2)
Townhouse Separation Overhang Protection
3. A parapet is not required where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is more than 30 inches (762 mm) above the lower roof. The common wall construction from the lower roof to the underside of the higher roof deck shall have not less than a 1-hour fire-resistance rating. The wall shall be rated for exposure from both sides.
((TABLE R302.1(1)
EXTERIOR WALLS
No Change to the Table
a | The fire-resistance rating shall be permitted to be reduced to 0 hours on the underside of the eave overhang if fireblocking is provided from the wall top plate to the underside of the roof sheathing. |
b | The fire-resistance rating shall be permitted to be reduced to 0 hours on the underside of the rake overhang where ventilation openings are not installed in the rake overhang or in walls that are common to attic areas. |
TABLE R302.1(2)
EXTERIOR WALLS - DWELLINGS WITH FIRE SPRINKLERS
No Change to the Table
a | For residential subdivisions where all dwellings are equipped throughout with an automatic sprinkler system installed in accordance with Section P2904, the fire separation distance for exterior walls not fire-resistance-rated and for fire-resistance-rated projections shall be permitted to be reduced to 0 feet, and unlimited unprotected openings and penetrations shall be permitted, where the adjoining lot provides an open setback yard that is 6 feet or more in width on the opposite side of the property line. |
b | The fire-resistance rating shall be permitted to be reduced to 0 hours on the underside of the eave overhang if fireblocking is provided from the wall top plate to the underside of the roof sheathing. |
c | The fire-resistance rating shall be permitted to be reduced to 0 hours on the underside of the rake overhang where ventilation openings are not installed in the rake overhang or in walls that are common to attic areas. |
R302.3 Two-family dwellings. Wall and floor/ceiling assemblies separating dwelling units in two-family dwellings shall be constructed in accordance with Section R302.3.1 through R302.3.5. One accessory dwelling unit constructed within an existing dwelling unit need not be considered a separated dwelling unit in a two-family dwelling where all required smoke alarms, in the accessory dwelling unit and the primary dwelling unit, are interconnected in such a manner that the actuation of one alarm will activate all alarms in both the primary dwelling unit and the accessory dwelling unit.
R302.3.1 Separation.Dwelling units in two-family dwellings shall be separated from each other by wall and floor assemblies having not less than a 1-hour fire-resistance rating where tested in accordance with ASTM E119, UL 263 or Section 703.2.2 of the International Building Code.
EXCEPTIONS: | 1. A fire-resistance rating of 1/2 hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 2904. |
| 2. Where an accessory dwelling unit is added within an existing single-family residence to create a two-family dwelling, fire-rated separation between the accessory dwelling unit and the primary dwelling unit is not required when all required smoke alarms are interconnected in such a manner that the actuation of one alarm will activate all alarms in both the primary dwelling unit and the accessory dwelling unit. |
R302.3.2 Continuity. Fire-resistance-rated floor/ceiling and wall assemblies shall extend to and be tight against the exterior wall, and wall assemblies shall extend from the foundation to the underside of the roof sheathing.
EXCEPTION: | Wall assemblies need not extend through attic spaces where the ceiling is protected by not less than 5/8-inch (15.9 mm) Type X gypsum board, an attic draft stop constructed as specified in Section R302.12.1 is provided above and along the wall assembly separating the dwellings and the structural framing supporting the ceiling is protected by not less than 1/2-inch (12.7 mm) gypsum board or equivalent. |
R302.3.3 Supporting construction. Where floor/ceiling assemblies are required to be fire-resistance rated by Section R302.3, the supporting construction of such assemblies shall have an equal or greater fire-resistance rating.
R302.3.4 Openings protection between two-family dwellings. Openings in the common fire-resistance-rated wall assembly located between units of a two-family dwelling shall be equipped with not less than a 45-minute fire-rated door assembly equipped with a self-closing or automatic-closing device.
EXCEPTION: | A 20-minute fire-rated door assembly is permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with Section P2904 or NFPA 13D. |
R302.3.5 Shared accessory rooms. Shared accessory rooms shall be separated from each individual dwelling unit in accordance with Table R302.3.5. Openings between the shared accessory room and the dwelling unit shall comply with Section R302.3.5.1. Attachment of gypsum board shall comply with Table R702.3.5.
R302.3.5.1 Opening protection. Openings from a shared accessory room or area directly into a room used for sleeping purposes shall not be permitted. Other openings between the shared accessory room or area shall be equipped with solid wood doors not less than 1 3/8 inches in thickness, solid or honeycomb core steel doors not less than 1 3/8 inches thick, or a fire door assembly with a 20-minute fire-protection rating, equipped with a self-closing or automatic-closing device.
R302.3.5.2 Duct penetration. Ducts penetrating the walls or ceilings separating the dwelling from the shared accessory room shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel or other approved material and shall not have openings into the shared accessory room.
R302.3.5.3 Other penetrations. Penetrations through the walls, ceiling, and floor level separation required in Section R302.3.5 shall be protected as required by Section R302.11, Item 4.
TABLE R302.3.5
DWELLING-SHARED ACCESSORY ROOM SEPARATION
SEPARATION | MATERIAL |
From the dwelling units and attics. | Not less than 1/2-inch gypsum board or equivalent applied to the accessory room side wall. |
From habitable rooms above or below the shared accessory room. | Not less than 5/8-inch Type X gypsum board or equivalent. |
Structures supporting floor/ceiling assemblies used for separation required by this section. | Not less than 1/2-inch gypsum board or equivalent.)) |
R302.3 Two-family dwellings. Dwelling units in two-family dwellings shall be separated from each other in accordance with Sections 302.3.1 through 302.3.5.
EXCEPTION: | One new dwelling unit constructed within an existing one-family dwelling need not meet the construction requirements of R302.3.1 through R302.3.5 where all required smoke alarms, in the two dwelling units are interconnected in such a manner that the actuation of one alarm will activate all alarms in both the dwelling units. This exception does not apply to townhouse units. |
R302.3.1 Dwelling unit separation. The two dwelling units shall be separated by fire-resistance-rated assemblies that are vertical, horizontal, or a combination thereof.
R302.3.5 Openings protection between two-family dwellings. Openings in the common fire-resistance-rated wall assembly located between units of a two-family dwelling shall be equipped with not less than a 45-minute fire-rated door assembly equipped with a self-closing or automatic-closing device.
R302.13 Fire protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be provided with a 1/2-inch (12.7 mm) gypsum wallboard membrane, 5/8-inch (16 mm) wood structural panel membrane, or equivalent on the underside of the floor framing member. Penetrations or openings for ducts, vents, electrical outlets, lighting, devices, luminaires, wires, speakers, drainage, piping and similar openings or penetrations shall be permitted.
EXCEPTIONS: | 1. Floor assemblies located directly over a space protected by an automatic sprinkler system in accordance with ((Appendix AWU))Section P2904, NFPA 13D, or other approved equivalent sprinkler system. |
| 2. Floor assemblies located directly over a crawl space not intended for storage or fuel-fired appliances. |
| 3. Portions of floor assemblies shall be permitted to be unprotected when complying with the following: |
| 3.1. The aggregate area of the unprotected portions shall not exceed 80 square feet (7.4 m2) per story. |
| 3.2. Fire blocking in accordance with Section R302.11.1 is installed along the perimeter of the unprotected portion to separate the unprotected portion from the remainder of the floor assembly. |
| 4. Wood floor assemblies using dimension lumber or structural composite lumber with a cross sectional area equal to or greater than 2-inch by 10-inch (50.8 mm by 254 mm) nominal dimension, or other approved floor assemblies demonstrating equivalent fire performance. |
| 5. Wood floor assemblies less than 600 square feet (55.7 m2) within detached accessory structures with no habitable space above them. |
AMENDATORY SECTION(Amending WSR 23-23-104, filed 11/15/23, effective 3/16/24)
WAC 51-51-0303((Section R303—Light, ventilation and heating.))Reserved.
((R303.1 Natural light. All habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such rooms.
EXCEPTION: | The glazed areas need not be installed in rooms where artificial light is provided capable of producing an average illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches (762 mm) above the floor level. |
R303.2 Adjoining rooms. For the purpose of determining light requirements, any room shall be considered as a portion of an adjoining room when at least 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 but not less than 25 square feet (2.3 m2).
EXCEPTION: | Openings required for light shall be permitted to open into a sunroom with thermal isolation or a patio cover, provided there is an openable area between the adjoining room and the sunroom or a patio cover of not less than one-tenth of the floor area of the interior room but not less than 20 square feet (2 m2). |
R303.3 Bathrooms. This section is not adopted.
R303.4 Minimum ventilation performance. Dwelling units shall be equipped with local exhaust and whole-house ventilation systems designed and installed as specified in Section M1505.
EXCEPTION: | Additions with less than 500 square feet of conditioned floor area are exempt from the requirements in this Code for Whole-House Ventilation Systems. |
R303.5.1 Intake openings. Mechanical and gravity outdoor air intake openings shall be located a minimum of 10 feet (3048 mm) from any hazardous or noxious contaminant, such as vents, chimneys, plumbing vents, streets, alleys, parking lots and loading docks, except as otherwise specified in this code.
For the purpose of this section, the exhaust from dwelling unit toilet rooms, bathrooms and kitchens shall not be considered as hazardous or noxious.
EXCEPTIONS: | 1. The 10-foot (3048 mm) separation is not required where the intake opening is located 3 feet (914 mm) or greater below the contaminant source. |
| 2. Vents and chimneys serving fuel-burning appliances shall be terminated in accordance with the applicable provisions of Chapters 18 and 24. |
| 3. Clothes dryer exhaust ducts shall be terminated in accordance with Section M1502.3. |
R303.5.2 Exhaust openings. Exhaust air shall not be directed onto walkways. All exhaust ducts shall terminate outside the building. Terminal elements shall have at least the equivalent net free area of the duct work.
R303.5.2.1 Exhaust ducts. Exhaust ducts shall be equipped with back-draft dampers. All exhaust ducts in unconditioned spaces shall be insulated to a minimum of R-4.
R303.7 Interior stairway illumination. Interior stairways shall be provided with an artificial light source to illuminate the landings and treads. Stairway illumination shall receive primary power from the building wiring. The light source shall be capable of illuminating treads and landings to levels not less than 1 foot-candle (11 lux) measured at the center of treads and landings. There shall be a wall switch at each floor level to control the light source where the stairway has six or more risers.
EXCEPTION: | A switch is not required where remote, central or automatic control of lighting is provided. |
R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the stairway. Stairway illumination shall receive primary power from the building wiring. Exterior stairways providing access to a basement from the outdoor grade level shall be provided with an artificial light source located at the bottom landing of the stairway.
R303.9 Required glazed openings. Required glazed openings shall open directly onto a street or public alley, or a yard or court located on the same lot as the building.
EXCEPTIONS: | 1. Required glazed openings that face into a roofed porch where the porch abuts a street, yard or court are permitted where the longer side of the porch is not less than 65 percent unobstructed and the ceiling height is not less than 7 feet (2134 mm). |
| 2. Eave projections shall not be considered as obstructing the clear open space of a yard or court. |
| 3. Required glazed openings that face into the area under a deck, balcony, bay or floor cantilever are permitted where an unobstructed pathway of not less than 36 inches (914 mm) in height, 36 inches (914 mm) in width, and no greater than 60 inches (1524 mm) in length is provided and opens to a yard or court. The pathway shall be measured from the exterior face of the glazed opening, or if the glazed opening is in a window well, at the window well wall furthest from the exterior face of the glazed opening. |
R303.10 Required heating. When the winter design temperature in Table R301.2 is below 60°F (16°C), every dwelling unit shall be provided with heating facilities capable of maintaining a minimum room temperature of 68°F (20°C) at a point 3 feet (914 mm) above the floor and 2 feet (610 mm) from exterior walls in all habitable rooms at design temperature. The installation of one or more portable heaters shall not be used to achieve compliance with this section.
EXCEPTION: | Unheated recreational tents or yurts not exceeding 500 square feet provided it is not occupied as a permanent dwelling. |
R303.10.1 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 section, the appraised value is the estimated cost to replace the building and structure in kind, based on current replacement costs.
R303.10.2 Primary heating source. Primary heating sources in all new and substantially remodeled buildings in designated areas shall not be dependent upon wood stoves.
R303.10.3 Solid fuel burning devices. No new or used solid fuel burning device shall be installed in new or existing buildings unless such device is U.S. Environmental Protection Agency certified or exempt from certification by the United States Environmental Protection Agency and conforms with RCW 70A.15.1005, 70A.15.3500, 70A.15.3510, and 70A.15.3530. EXCEPTIONS: | 1. Wood cook stoves. |
| 2. Antique wood heaters manufactured prior to 1940.)) |
AMENDATORY SECTION(Amending WSR 16-03-025, filed 1/11/16, effective 7/1/16)
WAC 51-51-0307((Section R307—Toilet, bath and shower spaces.))Reserved.
((R307.1 Space required. Fixtures shall be spaced in accordance with Figure R307.1, and in accordance with the requirements of the state plumbing code Section 402.5.))
AMENDATORY SECTION(Amending WSR 23-02-058, 23-12-104, and 23-20-024, filed 1/3/23, 6/7/23, and 9/25/23, effective 3/15/24)
WAC 51-51-0309Section R309—((Garages and carports))Automatic fire sprinkler systems.
((R309.6 Electric vehicle charging.
R309.6.1 Application. The provisions of this section shall apply to the construction of new dwelling units per Section R101.2 with attached private garages or attached private carports.
EXCEPTION: | Where there is no public utility or commercial power supply. |
R309.6.2 Dedicated circuit for electric vehicle charging. A minimum of one 40-ampere dedicated 208/240-volt branch circuit shall be installed in the electrical panel for each dwelling unit.
The branch circuit shall terminate at a junction box, receptacle outlet, or electric vehicle charging equipment.))
R309.1 Townhouse automatic fire sprinkler systems. An automatic residential fire sprinkler system shall be installed in a townhouse unit.
EXCEPTIONS: | 1. An automatic residential fire sprinkler system shall not be required where additions or alterations are made to an existing townhouse unit that does not have an automatic residential fire sprinkler system installed. |
| 2. Townhouse buildings containing no more than four townhouse units. |
R309.1.1 Design and installation. Automatic residential fire sprinkler systems for a townhouse unit shall be designed and installed in accordance with Section P2904 or NFPA 13D.
R309.2 One- and two-family dwellings automatic sprinkler systems. This section is not adopted.
AMENDATORY SECTION(Amending WSR 23-02-058, 23-12-104, and 23-20-024, filed 1/3/23, 6/7/23, and 9/25/23, effective 3/15/24)
WAC 51-51-03100Section 310—((Emergency escape and rescue openings))Smoke alarms and heat detection.
((R310.1 Emergency escape and rescue opening required. Basements, habitable attics and every sleeping room shall have not less than one operable emergency escape and rescue opening. Where basements contain one or more sleeping rooms, an emergency escape and rescue opening shall be required in each sleeping room. Emergency escape and rescue openings shall open directly into a public way, or to a yard or court providing an unobstructed path with a width of not less than 36 inches (914 mm) that opens to a public way.
EXCEPTIONS: | 1. Storm shelters and basements used only to house mechanical equipment not exceeding a total floor area of 200 square feet (18.58 m). |
| 2. Where the dwelling unit or townhouse unit is equipped with an automatic sprinkler system installed in accordance with Section P2904, sleeping rooms in basements shall not be required to have emergency escape and rescue openings provided that the basement has one of the following: |
| 2.1. One means of egress complying with Section R311 and one emergency escape and rescue opening. |
| 2.2. Two means of egress complying with Section R311. |
| 3. A yard shall not be required to open directly into a public way where the yard opens to an unobstructed path from the yard to the public way. Such path shall have a width of not less than 36 inches (914 mm). The following shall not be considered obstructions: |
| 3.1. Gates with operational constraints and opening control devices without the use of keys, tools, or special knowledge. |
| 3.2. Window wells equipped with a removable cover complying with Section R310.4.4. |
R310.2.4 Emergency escape and rescue openings under decks, porches, and cantilevers. Emergency escape and rescue openings installed under decks, porches, and cantilevers shall be fully openable and provided with an unobstructed pathway of not less than 36 inches (914 mm) in height, 36 inches (914 mm) in width, and no greater than 60 inches (1524 mm) in length that opens to a yard or court. The pathway shall be measured from the exterior face of the glazed opening, or if the glazed opening is in a window well, at the window well wall furthest from the exterior face of the glazed opening.
R310.5 Replacement windows for emergency escape and rescue openings. This section is not adopted.))
R310.1 General. Smoke alarms, heat detectors, and heat alarms shall comply with NFPA 72 and this section.
R310.1.1 Listings. Smoke alarms shall be listed and labeled in accordance with UL 217. Heat detectors and heat alarms shall be listed and labeled for the intended application. Combination smoke and carbon monoxide alarms shall be listed and labeled in accordance with UL 217 and UL 2034.
R310.2 Where required. Smoke alarms, heat detectors, and heat alarms shall be provided in accordance with this section.
R310.2.1 New construction. Smoke alarms shall be provided in dwelling units. A heat detector or heat alarm shall be provided in new attached garages.
R310.2.2 Alterations, repairs, and additions. Where alterations, repairs, or additions requiring a permit occur, or where one or more sleeping rooms are added or created in existing dwellings, or where a new dwelling unit is created within an existing dwelling unit in accordance with Section R302.3, each dwelling unit shall be equipped with smoke alarms as required for new dwellings.
EXCEPTIONS: | 1. Work involving the exterior surfaces of dwellings, such as the replacement of roofing or siding, the addition or replacement of windows or doors, or the addition of a porch or deck are exempt from the requirements of this section. |
| 2. Installation, alteration, or repairs of plumbing, electrical, or mechanical systems are exempt from the requirements of this section. |
R310.2.3 New attached garages. A heat detector or heat alarm rated for the ambient outdoor temperatures and humidity shall be installed in new garages that are attached to or located under new and existing dwellings. Heat detectors and heat alarms shall be installed in a central location and in accordance with the manufacturer's instructions.
EXCEPTION: | Heat detectors and heat alarms shall not be required in dwellings without commercial power. |
R310.3 Location. Smoke alarms shall be installed in the following locations:
1. In each sleeping room.
2. Outside each separate sleeping area in the immediate vicinity of the bedrooms.
3. On each additional story of the dwelling unit, including basements and habitable attics and not including crawl spaces and uninhabitable attics. In dwelling units with split levels and without an intervening door between the adjacent levels, a smoke alarm installed on the upper level shall suffice for the adjacent lower level provided that the lower level is less than one full story below the upper level.
4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that contains a bathtub or shower unless this would prevent placement of a smoke alarm required by this section.
5. In napping areas in family home child care.
6. In the hallway and in the room open to the hallway in dwelling units where the ceiling height of a room open to a hallway serving bedrooms exceeds that of the hallway by 24 inches (610 mm) or more.
7. Within the room to which a loft is open, in the immediate vicinity of the loft.
R310.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit in accordance with Section R310.3, the alarm devices shall be interconnected in such a manner that the actuation of one alarm will activate all of the alarms in the individual dwelling unit. Where a new dwelling unit is created within an existing dwelling unit in accordance with Section R302.3, all required smoke alarms, in the new dwelling unit and the existing dwelling unit, shall be interconnected in such a manner that the actuation of one alarm will activate all alarms in both the existing dwelling unit and the new dwelling unit. Physical interconnection of smoke alarms shall not be required where listed wireless alarms are installed and all alarms sound upon activation of one alarm.
EXCEPTION: | Smoke alarms and alarms installed to satisfy Section R310.4.1 shall not be required to be interconnected to existing smoke alarms where such existing smoke alarms are not interconnected or where such new smoke alarm or alarm is not capable of being interconnected to the existing smoke alarms. |
R310.4.1 Heat detection interconnection. Heat detectors and heat alarms shall be connected to an alarm or a smoke alarm that is installed in the dwelling. Alarms and smoke alarms that are installed for this purpose shall be located in a hallway, room, or other location that will provide occupant notification.
R310.6 Power source. Smoke alarms, heat alarms, and heat detectors shall receive their primary power from the building wiring where such wiring is served from a commercial source and, where primary power is interrupted, shall receive power from a battery. Wiring shall be permanent and without a disconnecting switch other than those required for overcurrent protection.
EXCEPTIONS: | 1. Smoke alarms shall be permitted to be battery operated where installed in buildings without commercial power. |
| 2. Smoke alarms installed in accordance with Section R310.2.2 shall be permitted to be battery powered. |
AMENDATORY SECTION(Amending WSR 23-23-104, filed 11/15/23, effective 3/16/24)
WAC 51-51-0311Section R311—((Means of egress))Carbon monoxide alarms.
((R311.4 Vertical egress. Egress from habitable levels including habitable attics and basements not provided with an egress door in accordance with Section R311.2 shall be by a ramp in accordance with Section R311.8 or a stairway in accordance with Section R311.7.
EXCEPTION: | Stairways, alternating tread devices, ship's ladders, or ladders within an individual dwelling unit or sleeping unit used for access to areas of 200 square feet (18.6 m2) or less, are exempt from the requirements of Sections R311.4 and R311.7, where such devices do not provide exclusive access to a kitchen or bathroom. Such areas shall not be located more than 10 feet (3048 mm) above the finished floor of the space below. |
R311.7.11 Alternating tread devices.Alternating tread devices shall not be used as an element of a means of egress. Alternating tread devices shall be permitted provided that a required means of egress stairway or ramp serves the same space at each adjoining level or where a means of egress is not required. The clear width at and below the handrails shall be not less than 20 inches (508 mm).
R311.7.12 Ship's ladders. Ship's ladders shall not be used as an element of a means of egress. Ship's ladders shall be permitted provided that a required means of egress stairway or ramp serves the same space at each adjoining level or where a means of egress is not required. The clear width at and below the handrails shall be not less than 20 inches (508 mm).
R311.2.1 New construction. For new construction, an approved carbon monoxide alarm shall be installed outside of each separate sleeping area in the immediate vicinity of the bedrooms in dwelling units and on each level of the dwelling in accordance with the manufacturer's recommendation.
R311.2.2 Alterations, repairs, and additions. Existing dwellings shall be equipped with carbon monoxide alarms in accordance with Section R311.2.1. An inspection will occur where alterations, repairs, or additions requiring a permit occur, or where one or more sleeping rooms are added or created.
EXCEPTIONS: | 1. Work involving only the exterior surfaces of dwellings, such as the replacement of roofing or siding, or the addition or replacement of windows or doors, or the addition of a porch or deck, is exempt from the inspection requirements of this section. |
| 2. Installation, alteration or repairs of nonfuel burning plumbing or mechanical systems or electrical systems are exempt from the inspection requirements of this section. |
| 3. Owner-occupied single-family residences legally occupied before July 26, 2009. RCW 19.27.530 (2)(b). |
R311.3 Location. Carbon monoxide alarms in dwelling units shall be installed outside of each separate sleeping area in the immediate vicinity of the bedrooms and on each level of the dwelling and in accordance with the manufacturer's recommendations. Where a fuel burning appliance is located within a bedroom or a room or space only accessed through a bedroom or sleeping area, a carbon monoxide alarm shall be installed within the sleeping area.
R311.5 Interconnection. Where more than one carbon monoxide alarm is required to be installed within an individual dwelling unit in accordance with Section R311.3, the carbon monoxide alarm devices shall be interconnected in such a manner that the actuation of one carbon monoxide alarm will activate all of the carbon monoxide alarms in the individual dwelling unit. Physical interconnection of carbon monoxide alarms shall not be required where listed wireless alarms are installed and all alarms sound upon activation of one alarm.
EXCEPTION: | Interconnection of carbon monoxide alarms in existing areas shall not be required where alterations or repairs do not result in removal of interior wall or ceiling finishes exposing the structure, unless there is an attic, crawl space, or basement available that could provide access for interconnection without the removal of interior finishes. |
AMENDATORY SECTION(Amending WSR 23-23-104, filed 11/15/23, effective 3/16/24)
WAC 51-51-0312Section R312—((Guards and window fall protection))Minimum room areas.
((R312.1.1 Where required.Guards shall be provided for those portions of open-sided walking surfaces, including floors, mezzanines, lofts in accordance with Section R333, stairs, ramps, and landings, that are located more than 30 inches (762 mm) measured vertically to the floor or grade below at any point within 36 inches (914 mm) horizontally to the edge of the open side. Insect screening shall not be considered as a guard.
R312.1.2 Height. Required guards at open-sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches (914 mm) in height as measured vertically above the adjacent walking surface or the line connecting the nosings.
EXCEPTIONS: | 1. Guards on the open sides of stairs shall have a height of not less than 34 inches (864 mm) measured vertically from a line connecting the nosings. |
| 2. Where the top of the guard serves as a handrail on the open sides of stairs, the top of the guard shall be not less than 34 inches (864 mm) and not more than 38 inches (965 mm) as measured vertically from a line connecting the nosings. |
| 3. In areas with ceiling heights of 7 feet (2134 mm) or less in lofts constructed in accordance with Section R333, guards shall not be less than 36 inches (914 mm) in height or one-half of the clear height from the loft floor to the loft ceiling, whichever is less.)) |
R312.1 Minimum habitable area.Dwelling units shall have at least one habitable room with a minimum floor area of 120 square feet (11 m2). The habitable room shall be not less than 7 feet in any horizontal dimension.
R312.2 Minimum dimensions. Not adopted.
AMENDATORY SECTION(Amending WSR 23-02-058, 23-12-104, and 23-20-024, filed 1/3/23, 6/7/23, and 9/25/23, effective 3/15/24)
WAC 51-51-0313((Section R313—Automatic fire sprinkler systems.))Reserved.
((R313.1 Townhouse automatic fire sprinkler systems. An automatic residential fire sprinkler system shall be installed in a townhouse unit.
EXCEPTIONS: | 1. An automatic residential fire sprinkler system shall not be required where additions or alterations are made to an existing townhouse unit that does not have an automatic residential fire sprinkler system installed. |
| 2. Townhouse buildings containing no more than four townhouse units. |
R313.1.1 Design and installation. Automatic residential fire sprinkler systems for a townhouse unit shall be designed and installed in accordance with Section P2904 or NFPA 13D.
R313.2 One- and two-family dwellings automatic sprinkler systems. This section is not adopted.))
AMENDATORY SECTION(Amending WSR 23-23-104, filed 11/15/23, effective 3/16/24)
WAC 51-51-0314Section R314—((Smoke alarms and heat detection))Mezzanines.
((R314.1 General. Smoke alarms, heat detectors, and heat alarms shall comply with NFPA 72 and this section.
R314.1.1 Listings. Smoke alarms shall be listed in accordance with UL 217. Heat detectors and heat alarms shall be listed for the intended application. Combination smoke and carbon monoxide alarms shall be listed in accordance with UL 217 and UL 2034.
R314.2 Where required. Smoke alarms, heat detectors, and heat alarms shall be provided in accordance with this section.
R314.2.1 New construction. Smoke alarms shall be provided in dwelling units. A heat detector or heat alarm shall be provided in new attached garages.
R314.2.2 Alterations, repairs and additions. Where alterations, repairs or additions requiring a permit occur, or where one or more sleeping rooms are added or created in existing dwellings, or where an accessory dwelling unit is created within an existing dwelling unit, each dwelling unit shall be equipped with smoke alarms as required for new dwellings.
EXCEPTIONS: | 1. Work involving the exterior surfaces of dwellings, such as the replacement of roofing or siding, the addition or replacement of windows or doors, or the addition of a porch or deck are exempt from the requirements of this section. |
| 2. Installation, alteration or repairs of plumbing, electrical or mechanical systems are exempt from the requirements of this section. |
R314.2.3 New attached garages. A heat detector or heat alarm rated for the ambient outdoor temperatures and humidity shall be installed in new garages that are attached to or located under new and existing dwellings. Heat detectors and heat alarms shall be installed in a central location and in accordance with the manufacturer's instructions.
EXCEPTION: | Heat detectors and heat alarms shall not be required in dwellings without commercial power. |
R314.3 Location. Smoke alarms shall be installed in the following locations:
1. In each sleeping room.
2. Outside each separate sleeping area in the immediate vicinity of the bedrooms.
3. On each additional story of the dwelling, including basements and habitable attics but not including crawl spaces and uninhabitable attics. In dwellings or dwelling units with split levels and without an intervening door between the adjacent levels, a smoke alarm installed on the upper level shall suffice for the adjacent lower level provided that the lower level is less than one full story below the upper level.
4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that contains a bathtub or shower unless this would prevent placement of a smoke alarm required by Section R314.3.
5. In napping areas in a family home child care.
6. In the hallway and in the room open to the hallway in dwelling units where the ceiling height of a room open to a hallway serving bedrooms exceeds that of the hallway by 24 inches (610 mm) or more.
7. Within the room to which a loft is open, in the immediate vicinity of the loft.
R314.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit in accordance with Section R314.3, the alarm devices shall be interconnected in such a manner that the actuation of one alarm will activate all of the alarms in the individual dwelling unit. Where an accessory dwelling unit is created within an existing dwelling unit all required smoke alarms, in the accessory dwelling unit and the primary dwelling unit, shall be interconnected in such a manner that the actuation of one alarm will activate all alarms in both the primary dwelling unit and the accessory dwelling unit. Physical interconnection of smoke alarms shall not be required where listed wireless alarms are installed and all alarms sound upon activation of one alarm.
EXCEPTION: | Smoke alarms and alarms installed to satisfy Section R314.4.1 shall not be required to be interconnected to existing smoke alarms where such existing smoke alarms are not interconnected or where such new smoke alarm or alarm is not capable of being interconnected to the existing smoke alarms. |
R314.4.1 Heat detection interconnection. Heat detectors and heat alarms shall be connected to an alarm or a smoke alarm that is installed in the dwelling. Alarms and smoke alarms that are installed for this purpose shall be located in a hallway, room, or other location that will provide occupant notification.
R314.6 Power source. Smoke alarms, heat alarms, and heat detectors shall receive their primary power from the building wiring where such wiring is served from a commercial source and, where primary power is interrupted, shall receive power from a battery. Wiring shall be permanent and without a disconnecting switch other than those required for overcurrent protection.
EXCEPTIONS: | 1. Smoke alarms shall be permitted to be battery operated where installed in buildings without commercial power. |
| 2. Smoke alarms installed in accordance with Section R314.2.2 shall be permitted to be battery powered.)) |
R314.1 General. Mezzanines shall comply with Sections R314.2 through R314.5.
EXCEPTION: | Lofts in dwelling units and sleeping units shall be permitted to comply with Section R315, subject to the limitations in Section R315.2. |
AMENDATORY SECTION(Amending WSR 20-21-041, filed 10/13/20, effective 11/13/20)
WAC 51-51-0315Section R315—((Carbon monoxide alarms))Lofts.
((R315.2 Where required. Carbon monoxide alarms shall be provided in accordance with Sections R315.2.1 and R315.2.2.
R315.2.1 New construction. For new construction, an approved carbon monoxide alarm shall be installed outside of each separate sleeping area in the immediate vicinity of the bedrooms in dwelling units and on each level of the dwelling in accordance with the manufacturer's recommendation.
R315.2.2 Alterations, repairs, and additions. Existing dwellings shall be equipped with carbon monoxide alarms in accordance with Section R315.2.1. An inspection will occur where alterations, repairs, or additions requiring a permit occur, or where one or more sleeping rooms are added or created.
EXCEPTIONS: | 1. Work involving only the exterior surfaces of dwellings, such as the replacement of roofing or siding, or the addition or replacement of windows or doors, or the addition of a porch or deck, is exempt from the inspection requirements of this section. |
| 2. Installation, alteration or repairs of nonfuel burning plumbing or mechanical systems or electrical systems are exempt from the inspection requirements of this section. |
| 3. Owner-occupied single-family residences legally occupied before July 26, 2009. RCW 19.27.530 (2)(b). |
R315.3 Location. Carbon monoxide alarms in dwelling units shall be installed outside of each separate sleeping area in the immediate vicinity of the bedrooms and on each level of the dwelling and in accordance with the manufacturer's recommendations. Where a fuel burning appliance is located within a bedroom or its attached bathroom, a carbon monoxide alarm shall be installed within the bedroom.))
R315.1 Sleeping lofts. Where provided in dwelling units or sleeping units, lofts shall comply with this code as modified by Sections R315.2 through R315.5. Lofts constructed in compliance with this section shall be considered a portion of the story below. Such lofts shall not contribute to the number of stories as regulated by this code.
EXCEPTION: | Lofts need not comply with Section R315 where they meet any of the following conditions: |
| 1. The loft has a depth of less than 3 feet (914 mm). |
| 2. The loft has a floor area of less than 35 square feet (3.3 m2). |
| 3. The loft is not provided with a permanent means of egress. |
R315.2 Loft limitations.Lofts shall comply with the following conditions:
1. The loft floor area shall be less than 70 square feet (6.5 m2).
2. The loft ceiling height shall not exceed 7 feet (2134 mm) for more than one-half of the loft floor area.
R315.3 Loft ceiling height. The clear height below the loft floor construction shall not be less than 7 feet (2134 mm). The ceiling height above the finished floor of the loft shall not be less than 3 feet (914 mm). Portions of the loft with a sloped ceiling measuring less than 3 feet (914 mm) from the finished floor to the finished ceiling shall not contribute to the loft floor area.
R315.4 Loft area. The aggregate area of all lofts and mezzanines within a room shall comply with Section R314.3.
EXCEPTION: | The area of a single loft located within a dwelling unit or sleeping unit equipped with an automatic sprinkler system in accordance with Section P2904 shall not be greater than two-thirds of the area of the room in which it is located, provided that no other lofts or mezzanines are open to the room in which the loft is located. |
R315.5 Permanent egress for lofts. Where a permanent means of egress is provided for a loft, the means of egress shall comply with Section R318 as modified by Sections R315.5.1 through R315.5.3.
R315.5.1 Ceiling height at loft means of egress. A ceiling height of not less than 3 feet (914 mm) shall be provided for the entire width of the means of egress from the loft.
R315.5.2 Stairways.Stairways providing egress from lofts shall be permitted to comply with Sections R315.5.2.1 through R315.5.2.3.
R315.5.2.1 Width.Stairways providing egress from a loft shall not be less than 17 inches (432 mm) in clear width at or above the handrail. The width below the handrail shall be not less than 20 inches (508 mm).
R315.5.2.2 Treads and risers.Risers for stairs providing egress from a loft shall be not less than 7 inches (178 mm) and not more than 12 inches (305 mm) in height. Tread depth and riser height shall be calculated in accordance with one of the following formulas:
1. The tread depth shall be 20 inches (508 mm) minus four-thirds of the riser height.
2. The riser height shall be 15 inches (381 mm) minus three-fourths of the tread depth.
R315.5.2.3 Landings. Landings at stairways providing egress from lofts shall comply with Section R318.7.6, except that the depth of landings in the direction of travel shall be not less than 24 inches (610 mm).
R315.5.3 Ladders. Ladders used as a means of egress from lofts shall comply with Sections R315.5.3.1 and R315.5.3.2.
R315.5.3.1 Size and capacity. Ladders providing egress from lofts shall have a rung width of not less than 12 inches (305 mm), and 10-inch (254 mm) to 14-inch (356 mm) spacing between rungs. Ladders shall be capable of supporting a 300-pound (136 kg) load on any rung. Rung spacing shall be uniform within 3/8 inch (9.5 mm).
NEW SECTION
WAC 51-51-0316Section R316—Habitable attics.
R316.1 General.Habitable attics shall comply with Sections R316.2 through R316.4.
EXCEPTION: | Lofts in dwelling units and sleeping units shall be permitted to comply with Section R315, subject to the limitations in Section R315.1. |
AMENDATORY SECTION(Amending WSR 10-03-098, filed 1/20/10, effective 7/1/10)
WAC 51-51-0317((Reserved.))Section R317—Garages and carports.
R317.6 Electric vehicle charging infrastructure.Electric vehicle supply equipment (EVSE) shall be installed in accordance with NFPA 70. EVSE shall be listed and labeled in accordance with UL 2594 or UL 2202.
R317.6.1 Dedicated circuit for electric vehicle charging. A minimum of one 40-ampere dedicated 208/240-volt branch circuit shall be installed in the electrical panel for each new dwelling unit with attached private garages or attached private carports. The branch circuit shall terminate at a junction box, receptacle outlet, or EVSE.
EXCEPTION: | Where there is no public utility or commercial power supply. |
NEW SECTION
WAC 51-51-0318Section 318—Means of egress.
R318.4 Vertical egress. Egress from basements and habitable levels that are not provided with an egress door in accordance with Section R311.2 shall be by a ramp in accordance with Section R311.8 or a stairway in accordance with Section R311.7.
EXCEPTION: | Stairways, alternating tread devices, ship's ladders, or ladders within an individual dwelling unit or sleeping unit used for access to areas of 200 square feet (18.6 m2) or less, are exempt from the requirements of Sections R311.4 and R311.7, where such devices do not provide exclusive access to a kitchen or bathroom. Such areas shall not be located more than 10 feet (3048 mm) above the finished floor of the space below. |
R318.7.12 Alternating tread devices.Alternating tread devices shall not be used as an element of a means of egress. Alternating tread devices shall be permitted provided that a required means of egress stairway or ramp serves the same space at each adjoining level or where a means of egress is not required. The clear width at and below the handrails shall be not less than 20 inches (508 mm).
R318.7.13 Ship's ladders. Ship's ladders shall not be used as an element of a means of egress. Ship's ladders shall be permitted provided that a required means of egress stairway or ramp serves the same space at each adjoining level or where a means of egress is not required. The clear width at and below the handrails shall be not less than 20 inches (508 mm).
NEW SECTION
WAC 51-51-0319Section R319—Emergency escape and rescue openings.
R319.1 Emergency escape and rescue opening required.Basements, habitable attics, and every sleeping room shall have not less than one operable emergency escape and rescue opening. Where basements contain one or more sleeping rooms, an emergency escape and rescue opening shall be required in each sleeping room. Emergency escape and rescue openings shall open directly into a public way, or to a yard or court that opens to a public way.
EXCEPTIONS: | 1. Basements used only to house mechanical equipment not exceeding a total floor area of 200 square feet (18.58 m2). |
| 2. Storm shelters constructed in accordance with ICC 500. |
| 3. Where the dwelling unit or townhouse unit is equipped with an automatic sprinkler system installed in accordance with Section P2904, sleeping rooms in basements shall not be required to have emergency escape and rescue openings provided that the basement has one of the following: |
| 3.1. One means of egress complying with Section R318 and one emergency escape and rescue opening. |
| 3.2. Two means of egress complying with Section R318. |
| 4. A yard shall not be required to open directly into a public way where the yard opens to an unobstructed path from the yard to the public way. Such path shall have a width of not less than 36 inches (914 mm). |
| 5. Lofts shall be permitted to be served by an emergency escape and rescue opening in the room to which the loft is open. |
R319.2.4 Emergency escape and rescue openings under decks, porches, and cantilevers. Emergency escape and rescue openings installed under decks, porches, and cantilevers shall be fully openable and provided with an unobstructed pathway of not less than 36 inches (914 mm) in height, 36 inches (914 mm) in width, and no greater than 60 inches (1524 mm) in length that opens to a yard or court. The pathway shall be measured from the exterior face of the glazed opening, or if the glazed opening is in a window well, at the window well wall furthest from the exterior face of the glazed opening.
R319.5 Replacement windows for emergency escape and rescue openings. This section is not adopted.
NEW SECTION
WAC 51-51-0321Section 321—Guards and window fall protection.
R321.1.1 Where required.Guards shall be provided for those portions of open-sided walking surfaces, including floors, mezzanines, lofts in accordance with Section R315, stairs, ramps, and landings, that are located more than 30 inches (762 mm) measured vertically to the floor or grade below at any point within 36 inches (914 mm) horizontally to the edge of the open side. Insect screening shall not be considered as a guard.
R321.1.2 Height. Required guards at open-sided walking surfaces, including floors, mezzanines, lofts in accordance with Section 315, stairs, porches, balconies, or landings, shall be not less than 36 inches (914 mm) in height as measured vertically above the adjacent walking surface or the line connecting the nosings.
EXCEPTIONS: | 1. Guards on the open sides of stairs shall have a height of not less than 34 inches (864 mm) measured vertically from a line connecting the nosings. |
| 2. Where the top of the guard serves as a handrail on the open sides of stairs, the top of the guard shall be not less than 34 inches (864 mm) and not more than 38 inches (965 mm) as measured vertically from a line connecting the nosings. |
| 3. In areas with ceiling heights of 7 feet (2134 mm) or less in lofts constructed in accordance with Section R315, guards shall not be less than 36 inches (914 mm) in height or one-half of the clear height from the loft floor to the loft ceiling, whichever is less. |
AMENDATORY SECTION(Amending WSR 16-03-025, filed 1/11/16, effective 7/1/16)
WAC 51-51-0322((Reserved.))Section 322—Accessibility.
R322.3 Care facilities.
Option 1
R322.3 Care facilities. Where care facilities are permitted to be constructed in accordance with Section R101.2, the portions of the dwelling used to operate a business providing care shall be accessible in accordance with Chapter 11 of the International Building Code.
EXCEPTION: | Adult family homes and family home child care facilities. |
Option 2
R322.3 Care facilities. Not adopted.
Option 3
R322.3 Care facilities. No change to model code.
AMENDATORY SECTION(Amending WSR 23-23-104, filed 11/15/23, effective 3/16/24)
WAC 51-51-03240((Section R324—Solar energy systems.))Reserved.
((
R324.3 Photovoltaic systems. Installation, modification, or alteration of solar photovoltaic power systems shall comply with this section and the International Fire Code. Section R104.11 alternative materials and methods of this code shall be considered when approving the installation of solar photovoltaic power systems. Photovoltaic systems shall be designed and installed in accordance with Sections R324.3.1 through R324.6 and chapter 19.28 RCW. Inverters shall be listed and labeled in accordance with UL 1741. Systems connected to the utility grid shall use inverters listed for utility interaction.EXCEPTION: | Detached, nonhabitable Group U structures shall not be subject to the requirements of this section for structural and fire safety. |
R324.4 Rooftop-mounted photovoltaic systems. Rooftop-mounted photovoltaic panel systems installed on or above the roof covering shall be designed and installed in accordance with Section R907.
EXCEPTION: | The roof structure shall be deemed adequate to support the load of the rooftop solar photovoltaic system if all of the following requirements are met: |
| 1. The solar photovoltaic panel system shall be designed for the wind speed of the local area, and shall be installed per the manufacturer's specifications. |
| 2. The ground snow load does not exceed 70 pounds per square foot (3.35 kPa). |
| 3. The total dead load of modules, supports, mountings, raceways, and all other appurtenances weigh no more than 4 pounds per square foot (19.5 kg/m2). |
| 4. Photovoltaic modules are not mounted higher than 18 inches (457 mm) above the surface of the roofing to which they are affixed. |
| 5. Supports for solar modules are to be installed to spread the dead load across as many roof-framing members as needed, so that no point load exceeds 50 pounds (22.7 kg). |
R324.7.1 This section is not adopted.))
AMENDATORY SECTION(Amending WSR 20-21-041, filed 10/13/20, effective 11/13/20)
WAC 51-51-0325Section R325—((Mezzanines))Light, ventilation and heating.
((R325.1 General. Mezzanines shall comply with Sections R325 through R325.5. Habitable attics shall comply with Section R326.))
R325.1 Habitable rooms.Habitable space shall be provided natural light and ventilation in accordance with Sections R325.1 through R325.3.
R325.1.1 Natural light. Habitable rooms shall have an aggregate area of glazed openings not less than 8 percent of the floor area of such rooms.
EXCEPTION: | Glazed openings are not required where artificial light is provided that is capable of producing an average illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches (762 mm) above the floor level. |
R325.1.2 Natural ventilation. Not adopted.
R325.1.3 Adjoining rooms. For the purpose of determining light requirements, any room shall be considered to be a portion of an adjoining room where not less than 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 and not less than 25 square feet (2.3 m2).
EXCEPTION: | Openings required for light shall be permitted to open into a sunroom with thermal isolation or a patio cover, provided that there is an openable area between the adjoining room and the sunroom or patio cover of not less than one-tenth of the floor area of the interior room but not less than 20 square feet (2 m2). |
R325.2 Bathrooms. Not adopted.
R325.3 Mechanical ventilation.Dwelling units shall be equipped with local exhaust and whole-house ventilation systems designed and installed as specified in Section M1505.
EXCEPTION: | Additions with less than 500 square feet (46 m2) of conditioned floor area are exempt from the requirements in this code for whole-house ventilation systems. |
R325.4.1 Intake openings. Mechanical and gravity outdoor air intake openings shall be located a minimum of 10 feet (3048 mm) from any hazardous or noxious contaminant, such as vents, chimneys, plumbing vents, streets, alleys, parking lots, and loading docks, except as otherwise specified in this code. For the purpose of this section, the exhaust from dwelling unit toilet rooms, bathrooms and kitchens shall not be considered as hazardous or noxious.
EXCEPTIONS: | 1. The 10-foot (3048 mm) separation is not required where the intake opening is located 3 feet (914 mm) or greater below the contaminant source. |
| 2. Vents and chimneys serving fuel-burning appliances shall be terminated in accordance with the applicable provisions of Chapters 18 and 24. |
| 3. Clothes dryer exhaust ducts shall be terminated in accordance with Section M1502.3. |
R325.4.2 Exhaust openings. Exhaust openings shall terminate in accordance with Section M1504.3. Exhaust air shall not be directed onto walkways. All exhaust ducts shall terminate outside the building. Terminal elements shall have at least the equivalent net free area of the duct work.
R325.6 Interior stairway illumination. Interior stairways shall be provided with an artificial light source to illuminate the landings and treads. Stairway illumination shall receive primary power from the building wiring. The light source shall be capable of illuminating treads and landings to levels of not less than 1 footcandle (11 lux) as measured at the center of treads and landings. There shall be a wall switch at each floor level to control the light source where the stairway has six or more risers.
EXCEPTION: | A switch is not required where remote, central or automatic control of lighting is provided. |
R325.7 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the stairway. Stairway illumination shall receive primary power from the building wiring. Exterior stairways providing access to a basement from the outdoor grade level shall be provided with an artificial light source located at the bottom landing of the stairway.
R325.8 Required glazed openings. Required glazed openings shall open directly onto a street or public alley, or a yard or court located on the same lot as the building.
EXCEPTIONS: | 1. Required glazed openings shall be permitted to face into a roofed porch, deck or patio adjacent to a street, alley, public way, yard, or court, where the longer side of the roofed area is not less than 65 percent unobstructed and the ceiling height is not less than 7 feet (2134 mm). |
| 2. Eave projections shall not be considered as obstructing the clear open space of a yard or court. |
| 3. Required glazed openings that face into the area under a deck, balcony, bay or floor cantilever are permitted where an unobstructed pathway of not less than 36 inches (914 mm) in height, 36 inches (914 mm) in width, and no greater than 60 inches (1524 mm) in length is provided and opens to a yard or court. The pathway shall be measured from the exterior face of the glazed opening, or if the glazed opening is in a window well, at the window well wall furthest from the exterior face of the glazed opening. |
R325.8.1 Sunroom additions. Required glazed openings shall be permitted to open into sunroom additions or patio covers that abut a street, yard, or court if in excess of 40 percent of the exterior sunroom walls are open, or are enclosed only by insect screening, and the ceiling height of the sunroom is not less than 7 feet (2134 mm).
R325.9 Required heating. Where the winter design temperature in Table R301.2 is below 60°F (16°C), every dwelling unit shall be provided with heating facilities capable of maintaining a room temperature of not less than 68°F (20°C) at a point 3 feet (914 mm) above the floor and 2 feet (610 mm) from exterior walls in habitable rooms at the design temperature. The installation of one or more portable space heaters shall not be used to achieve compliance with this section.
EXCEPTION: | Unheated recreational tents or yurts not exceeding 500 square feet (46 m2) provided it is not occupied as a permanent dwelling. |
R325.9.1 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 section, the appraised value is the estimated cost to replace the building and structure in kind, based on current replacement costs.
R325.9.2 Primary heating source.Primary heating sources in all new and substantially remodeled buildings in designated areas shall not be dependent upon wood stoves.
R325.9.3 Solid fuel burning devices. No new or used solid fuel burning device shall be installed in new or existing buildings unless such device is U.S. Environmental Protection Agency certified or exempt from certification by the United States Environmental Protection Agency and conforms with RCW 70A.15.1005, 70A.15.3500, 70A.15.3510, and 70A.15.3530. EXCEPTIONS: | 1. Wood cook stoves. |
| 2. Antique wood heaters manufactured prior to 1940. |
AMENDATORY SECTION(Amending WSR 23-23-104, filed 11/15/23, effective 3/16/24)
WAC 51-51-0326((Section R326—Habitable attics.))Reserved.
((R326.1 General.Habitable attics shall comply with Sections R326.1 through R326.4.
EXCEPTION: | Lofts in dwelling units and sleeping units shall be permitted to comply with Section R333, subject to the limitations in Section R333.1.)) |
AMENDATORY SECTION(Amending WSR 23-02-058, 23-12-104, and 23-20-024, filed 1/3/23, 6/7/23, and 9/25/23, effective 3/15/24)
WAC 51-51-0327Section R327—((Swimming pools, spas, and hot tubs))Toilet, bath, and shower spaces.
((R327.1 General. The design and construction of swimming pools, spas, and other aquatic recreation facilities shall comply with the 2021 International Swimming Pool and Spa Code, if the facility is one of the following:
1. For the sole use of residents and invited guests at a single-family dwelling;
2. For the sole use of residents and invited guests of a duplex owned by the residents; or
3. Operated exclusively for physical therapy or rehabilitation and under the supervision of a licensed medical practitioner.))
R327.1 Space required. Fixtures shall be spaced in accordance with Figure R307.1, and in accordance with the requirements of the state plumbing code Section 402.5.
AMENDATORY SECTION(Amending WSR 23-02-058, 23-12-104, and 23-20-024, filed 1/3/23, 6/7/23, and 9/25/23, effective 3/15/24)
WAC 51-51-0328Section R328—((Energy storage systems))Swimming pools, spas, and hot tubs.
((R328.2 Equipment listings. ESS shall be listed and labeled for residential use in accordance with UL 9540.
EXCEPTIONS: | 1. Where approved, repurposed unlisted battery systems from electric vehicles are allowed to be installed outdoors or in detached sheds located not less than 5 feet (1524 mm) from exterior walls, property lines, and public ways. |
| 2. Battery systems that are an integral part of an electric vehicle are allowed provided that the installation complies with Section 625.48 of NFPA 70. |
| 3. Battery systems less than 1 kWh (3.6 megajoules). |
R328.12 Commissioning. ESS shall be commissioned as follows:
1. Verify that the system is installed in accordance with the approved plans and manufacturer's instructions and is operating properly.
2. Provide a copy of the manufacturer's installation, operation, maintenance, and decommissioning instructions provided with the listed system.
3. Provide a label on the installed system containing the contact information for the qualified maintenance and service providers.
R328.12.1 Installation prior to closing. Where the system is installed in a one- or two-family dwelling or townhouse unit that is owned by the builder and has yet to be sold, commissioning shall be conducted as outlined in Section R328.12, and the builder shall then transfer the required information in Section R328.12 to the homeowner when the property is transferred to the owner at the closing.))
R328.1 General. The design and construction of swimming pools, spas, and other aquatic recreation facilities shall comply with the 2024 International Swimming Pool and Spa Code, if the facility is one of the following:
1. For the sole use of residents and invited guests at a single-family dwelling;
2. For the sole use of residents and invited guests of a duplex owned by the residents; or
3. Operated exclusively for physical therapy or rehabilitation and under the supervision of a licensed medical practitioner.
AMENDATORY SECTION(Amending WSR 23-02-058, 23-12-104, and 23-20-024, filed 1/3/23, 6/7/23, and 9/25/23, effective 3/15/24)
WAC 51-51-0329((Reserved.))Section R329—Solar energy systems.
R329.3 Photovoltaic systems. Installation, modification, or alteration of solar photovoltaic power systems shall comply with this section and the International Fire Code. Section R104.11 alternative materials and methods of this code shall be considered when approving the installation of solar photovoltaic power systems. Photovoltaic (PV) systems shall be designed and installed in accordance with Sections R329.3.1 through R329.8.1, chapter 19.28 RCW and the manufacturer's installation instructions. R329.4.1.1 Roof load. Portions of roof structures not covered with photovoltaic panel systems shall be designed for dead loads and roof loads in accordance with Sections R301.4 and R301.6. Portions of roof structures covered with photovoltaic panel systems shall be designed for the following load cases:
1. Dead load (including photovoltaic panel weight) plus snow load in accordance with Table R301.2.
2. Dead load (excluding photovoltaic panel weight) plus roof live load or snow load, whichever is greater, in accordance with Section R301.6.
EXCEPTION: | The roof structure shall be deemed adequate to support the load of the rooftop solar photovoltaic system if all of the following requirements are met: |
| 1. The solar photovoltaic panel system shall be designed for the wind speed of the local area, and shall be installed per the manufacturer's specifications. |
| 2. The ground snow load does not exceed 70 pounds per square foot (3.35 kPa). |
| 3. The total dead load of modules, supports, mountings, raceways, and all other appurtenances weigh no more than 4 pounds per square foot (19.5 kg/m2). |
| 4. Photovoltaic modules are not mounted higher than 18 inches (457 mm) above the surface of the roofing to which they are affixed. |
| 5. Supports for solar modules are to be installed to spread the dead load across as many roof-framing members as needed, so that no point load exceeds 50 pounds (22.7 kg). |
R329.6 Roof access and pathways. Roof access, pathways, and setback requirements shall be provided in accordance with Sections R329.6.1 through R329.6.2.1. Access and minimum spacing shall be required to provide emergency access to the roof, to provide pathways to specific areas of the roof, provide for smoke ventilation opportunity areas, and to provide emergency egress from the roof. Section R104.11 alternative materials and methods of this code shall be considered when approving the installation of solar photovoltaic power systems.
EXCEPTIONS: | 1. Detached, nonhabitable structures including, but not limited to, detached garages, parking shade structures, carports, solar trellises and similar structures, shall not be required to provide roof access. |
| 2. Roof access, pathways, and setbacks need not be provided where the code official has determined that rooftop operations will not be employed. |
| 3. These requirements shall not apply to roofs with slopes of 2 units vertical in 12 units horizontal (17 percent slope) or less. |
| 4. BIPV systems listed in accordance with UL 3741, where the removal or cutting away of portions of the BIPV system during firefighting operations has been determined to not expose a firefighter to electrical shock hazards. |
| 5. These requirements shall not apply to residential dwellings with an approved automatic fire sprinkler system installed. |
| 6. These requirements shall not apply to residential dwellings with approved mechanical or passive ventilation systems. |
| 7. These requirements shall not apply where the fire code official determines that the slope of the roof is too steep for emergency access. |
| 8. These requirements shall not apply to roofs where the total combined area of the solar array does not exceed 33 percent as measured in plan view of the total roof area of the structure, where the solar array will measure 1,000 sq. ft. or less in area, and where a minimum 18 inches unobstructed pathway shall be maintained along each side of any horizontal ridge. |
R329.6.2 Setback at ridge. Not adopted.
R329.6.2.1 Alternative setback at ridge. Not adopted.
R329.8.1 This section is not adopted.
AMENDATORY SECTION(Amending WSR 23-23-104, filed 11/15/23, effective 3/16/24)
WAC 51-51-0330Section R330—((Adult family homes))Energy storage systems.
((R330.1 General. This section shall apply to all newly constructed adult family homes and all existing single-family homes being converted to adult family homes. This section shall not apply to those adult family homes licensed by the state of Washington department of social and health services prior to July 1, 2001.
R330.2 Reserved.
R330.3 Sleeping room classification. Each sleeping room in an adult family home shall be classified as:
1. Type S - Where the means of egress contains stairs, elevators, or platform lifts.
2. Type NS1 - Where one means of egress is at grade level or a ramp constructed in accordance with Section R330.9 is provided.
3. Type NS2 - Where two means of egress are at grade level or ramps constructed in accordance with Section R330.9 are provided.
R330.4 Types of locking devices and door activation. All bedroom and bathroom doors shall be openable from the outside when locked.
Every closet shall be readily openable from the inside.
Operable parts of door handles, pulls, latches, locks, and other devices installed in adult family homes shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist. Pocket doors shall have graspable hardware available when in the closed or open position.
The force required to activate operable parts shall be 5.0 pounds (22.2 N) maximum. Required exit doors shall have no additional locking devices.
Required exit door hardware shall unlock inside and outside mechanisms when exiting the building allowing reentry into the adult family home without the use of a key, tool or special knowledge.
R330.5 Smoke and carbon monoxide alarm requirements. All adult family homes shall be equipped with smoke and carbon monoxide alarms installed as required in Sections R314 and R315.1. Alarms shall be installed in such a manner so that the detection device warning is audible from all areas of the dwelling upon activation of a single alarm.
R330.6 Escape windows and doors. Every sleeping room shall be provided with emergency escape and rescue windows as required by Section R310. No alternatives to the sill height such as steps, raised platforms or other devices placed by the openings will be approved as meeting this requirement.
R330.7 Fire apparatus access roads and water supply for fire protection. Adult family homes shall be served by fire apparatus access roads and water supplies meeting the requirements of the local jurisdiction.
R330.8 Grab bar general requirements. Where facilities are designated for use by adult family home clients, grab bars for water closets, bathtubs, and shower stalls shall be installed according to this section.
R330.8.1 Grab bar cross section. Grab bars with a circular cross section shall have an outside diameter of 1 1/4 inch (32 mm) minimum and 2 inches (50 mm) maximum. Grab bars with noncircular cross section shall have a cross section dimension of 2 inches (50 mm) maximum and a perimeter dimension of 4 inches (102 mm) minimum and 4 5/8 inches maximum.
R330.8.2 Grab bar installation. Grab bars shall have a spacing of 1 1/2 inch (32 mm) between the wall and the bar. Projecting objects, control valves and bathtub or shower stall enclosure features above, below and at the ends of the grab bar shall have a clear space of 1 1/2 inch (32 mm) to the grab bar.
EXCEPTION: | Swing-up grab bars shall not be required to meet the 1 1/2 inch (32 mm) spacing requirement. |
Grab bars shall have a structural strength of 250 pounds applied at any point on the grab bar, fastener, mounting device or supporting structural member. Grab bars shall not be supported directly by any residential grade fiberglass bathing or showering unit. Acrylic bars found in bathing units shall be removed.
Fixed position grab bars, when mounted, shall not rotate, spin or move and have a graspable surface finish.
R330.8.3 Grab bars at water closets. Water closets shall have grab bars mounted on both sides. Grab bars can be a combination of fixed position and swing-up bars. Grab bars shall meet the requirements of Section R330.8. Grab bars shall mount between 33 inches (838 mm) and 36 inches (914 mm) above floor grade. Centerline distance between grab bars, regardless of type used, shall be between 25 inches (635 mm) minimum and 30 inches (762 mm) maximum.
R330.8.3.1 Fixed position grab bars. Fixed position grab bars shall be a minimum of 36 inches (914 mm) in length and start 12 inches (305 mm) from the rear wall.
R330.8.3.2 Swing-up grab bars. Swing-up grab bars shall be a minimum of 28 inches (711 mm) in length from the rear wall.
R330.8.4 Grab bars at bathtubs. Horizontal and vertical grab bars shall meet the requirements of Section R330.8.
R330.8.4.1 Vertical grab bars. Vertical grab bars shall be a minimum of 18 inches (457 mm) long and installed at the control end wall and head end wall. Grab bars shall mount within 4 inches (102 mm) of the exterior of the bathtub edge or within 4 inches (102 mm) within the bathtub. The bottom end of the bar shall start between 36 inches (914 mm) and 42 inches (1067 mm) above floor grade.
EXCEPTION: | The required vertical grab bar can be substituted with a floor to ceiling grab bar meeting the requirements of Section R325.8 at the control end and head end entry points. |
R330.8.4.2 Horizontal grab bars. Horizontal grab bars shall be provided at the control end, head end, and the back wall within the bathtub area. Grab bars shall be mounted between 33 inches (838 mm) and 36 inches (914 mm) above floor grade. Control end and head end grab bars shall be 24 inches (610 mm) minimum in length. Back wall grab bars shall be 36 inches (914 mm) minimum in length.
R330.8.5 Grab bars at shower stalls. Where shower stalls are provided to meet the requirements for bathing facilities, grab bars shall meet the requirements of Section R330.8.
EXCEPTION: | Shower stalls with permanent built-in seats are not required to have vertical or horizontal grab bars at the seat end wall. A vertical floor to ceiling grab bar shall be installed within 4 inches of the exterior of the shower aligned with the nose of the built-in seat. |
R330.8.5.1 Vertical grab bars. Vertical grab bars shall be 18 inches (457 mm) minimum in length and installed at the control end wall and head end wall. Vertical bars shall be mounted within 4 inches (102 mm) of the exterior of the shower stall or within 4 inches (102 mm) inside the shower stall. The bottom end of vertical bars mount between 36 inches (914 mm) and 42 inches (1067 mm) above floor grade.
R330.8.5.2 Horizontal grab bars. Horizontal grab bars shall be installed on all sides of the shower stall mounted between 33 inches (838 mm) and 36 inches (914 mm) above the floor grade. Horizontal grab bars shall be a maximum of 6 inches (152 mm) from adjacent walls. Horizontal grab bars shall not interfere with shower control valves.
R330.9 Ramps. All interior and exterior ramps, when provided, shall be constructed in accordance with Section R311.8 with a maximum slope of 1 vertical to 12 horizontal. The exception to Section R311.8.1 is not allowed for adult family homes. Handrails shall be installed in accordance with Section R330.9.1.
R330.9.1 Handrails for ramps. Handrails shall be installed on both sides of ramps between the slope of 1 vertical to 12 horizontal and 1 vertical and 20 horizontal in accordance with Sections R311.8.3.1 through R311.8.3.3.
R330.10 Stair treads and risers. Stair treads and risers shall be constructed in accordance with Section R311.7.5. Handrails shall be installed in accordance with Section R330.10.1.
R330.10.1 Handrails for treads and risers. Handrails shall be installed on both sides of treads and risers numbering from one riser to multiple risers. Handrails shall be installed in accordance with Sections R311.7.8.1 through R311.7.8.4.
R330.11 Shower stalls. Where provided to meet the requirements for bathing facilities, the minimum size of shower stalls for an adult family home shall be 30 inches (762 mm) deep by 48 inches (1219 mm) long.))
R330.1 General.Energy storage systems (ESS) with an aggregate capacity of 1 kWh (3.6 megajoules) or greater shall comply with this section and Chapter 15 of NFPA 855.
R330.1.1 Compliance with NFPA 855 only. The following ESS systems shall only be required to comply with NFPA 855:
1. ESS systems that comply with all of the requirements of Section 15.1.3 of NFPA 855.
2. Flywheel energy storage systems (FESS) that are installed in accordance with Chapter 13 of NFPA 855.
R330.2 Equipment listings.Energy storage systems (ESS) shall be listed and labeled in accordance with UL 9540.
EXCEPTION: | All types of lead-acid, aqueous nickel based, and aqueous metal-air batteries that comply with Section 15.2.2 of NFPA 855. |
R330.3 Manufacturer's installation instructions.ESS shall be installed in accordance with the manufacturer's installation instructions and their listing.
R330.3.1 Spacing. Individual units shall be separated from each other by not less than 3 feet (914 mm), and when installed outdoors or on the exterior side of exterior walls shall be located not less than 3 feet (914 mm) from doors and windows directly entering the dwelling unit, except where other separation distances are specified by the ESS listing and the manufacturer's installation instructions.
R330.4 Locations.ESS shall be installed only in the following locations:
1. Detached garages and detached accessory structures.
2. Attached garages separated from the dwelling unit living space in accordance with Section R302.6.
3. Outdoors or on the exterior side of exterior walls located not less than 3 feet (914 mm) from doors and windows directly entering the dwelling unit, or where smaller separation distances are permitted by the UL 9540 listing and manufacturer's installation instructions.
4. Enclosed utility closets, basements, storage, or utility spaces within dwelling units with finished or noncombustible walls and ceilings. Walls and ceilings of unfinished wood-framed construction shall be provided with not less than 5/8-inch (15.9 mm) Type X gypsum wallboard. Openings into the dwelling shall be equipped with solid wood doors not less than 1 3/8 inches (35 mm) in thickness, solid or honeycomb-core steel doors not less than 1 3/8 inches (35 mm) in thickness, or doors with a 20 minute fire protection rating. Doors shall be self-latching and equipped with a self-closing or an automatic-closing device. Penetrations through the required gypsum wallboard into the dwelling shall be protected as required by Section R302.11, Item 4.
ESS shall not be installed in sleeping rooms, or closets or spaces opening directly into sleeping rooms.
R330.12 Commissioning. ESS shall be commissioned as follows:
1. Verify that the system is installed in accordance with the approved plans and manufacturer's instructions and is operating properly.
2. Provide a copy of the manufacturer's installation, operation, maintenance, and decommissioning instructions provided with the listed system.
3. Provide a label on the installed system containing the contact information for the qualified maintenance and service providers.
R330.5 Energy ratings. Individual ESS units shall have a maximum rating of 20 kWh. The aggregate rating of the ESS in each location shall not exceed:
40 kWh within utility closets, basements, and storage or utility spaces.
100 kWh in attached garages.
200 kWh in detached garages and detached accessory structures.
200 kWh on or within 3 feet (0.9 m) of exterior walls of dwelling units or attached garages.
600 kWh in detached garages and detached accessory structures that are setback a minimum 10 feet (3 m) from property lines and dwelling units.
200 kWh outdoors on the ground.
600 kWh outdoors on the ground with a setback of a minimum of 10 feet (3 m) from property lines and dwelling units.
The total aggregate ratings of ESSs on a property shall not exceed 600 kWh.
ESS installations exceeding the individual or aggregate ratings shall be installed in accordance with Section 1207 of the International Fire Code.
R330.6 Electrical Installation. Not adopted.
R330.7.1 Feasibility or practical problem. Where compliance with Section R330.6 addressing interconnection presents a feasibility or practicality problem then a fire alarm system complying with R310.7 shall per permitted.
R330.10 Electric vehicle use. The temporary use of an owner or occupant's electric-powered vehicle to power a dwelling unit while parked in an attached or detached garage or outdoors shall comply with the vehicle manufacturer's instructions, NFPA 70 and Section 15.11 of NFPA 855.
R330.12 Commissioning. ESS shall be commissioned as follows:
1. Verify that the system is installed in accordance with the approved plans and manufacturer's instructions and is operating properly.
2. Provide a copy of the manufacturer's installation, operation, maintenance, and decommissioning instructions provided with the listed system.
3. Provide a label on the installed system containing the contact information for the qualified maintenance and service providers.
R330.12.1 Installation prior to closing. Where the system is installed in a one- or two-family dwelling or townhouse unit that is owned by the builder and has yet to be sold, commissioning shall be conducted as outlined in Section R330.12, and the builder shall then transfer the required information in Section R330.12 to the homeowner when the property is transferred to the owner at the closing.
AMENDATORY SECTION(Amending WSR 24-04-035, filed 1/30/24, effective 3/15/24)
WAC 51-51-0331((Section R331—Family home child care.))Reserved.
((R331.1 Family home child care. For family home child care with more than six children, each floor level used for family child 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 4 feet below grade level shall not be used for family home child care unless one of following conditions exist:
1. Stairways from the basement open directly to the exterior of the building without entering the first floor;
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;
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. An automatic residential sprinkler system shall be designed and installed in accordance with Section P2904 or NFPA 13D.
Floors located more than 4 feet above grade level shall not be occupied by children in family home child care.
EXCEPTIONS: | 1. Use of toilet facilities while under supervision of an adult staff person; |
| 2. Family home child care may be allowed on the second story if one of the following conditions exists: |
| 2.1. Stairways from the second story open directly to the exterior of the building without entering the first floor; |
| 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. An automatic residential sprinkler system shall be designed and installed in accordance with Section P2904 or NFPA 13D. |
Every sleeping or napping room in a family home child care 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 home child care area by at least 1-hour fire-resistant construction.
EXCEPTION: | A fire-resistant 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. |
Smoke alarms shall be installed in accordance with the requirements of new construction per Section R314. In addition to the required smoke alarms, a heat alarm shall be provided in each kitchen.
R331.2 Additional requirements for family home child care with thirteen to sixteen children. In addition to the requirements of Section 331.1 the provisions of this section shall apply to family home child care with thirteen to sixteen children.
R331.2.1 Illumination in the event of power failure. In addition to illumination requirements of Section R311.7.9, an artificial light source that activates upon termination of building power supply shall be installed at all interior stairs serving child care areas.
R331.2.2 Exterior exit doors serving child care areas. Exterior exit doors serving child care areas shall comply with the requirements of Sections R311.2 and R311.3.
R331.3 Sprinklers. An automatic residential sprinkler system shall be designed and installed in accordance with Section P2904 or NFPA 13D.
EXCEPTION: | Subject to approval of the code official, a sprinkler system is not required where all of the following conditions are met: |
| 1. Child care areas are located on a floor within 4 feet of grade level; |
| 2. Each room used for child care shall have a door compliant with Section R311.2 and R311.3, leading directly to the exterior of the building. The exterior landing at the door shall comply with Section R311.3 but need not comply with Section R311.3.1.)) |
AMENDATORY SECTION(Amending WSR 20-03-023, filed 1/6/20, effective 7/1/20)
WAC 51-51-0332((Section R332—Protection against radon.))Reserved.
((R332.1 Protection against radon. The radon control provisions of Appendix F of this code shall apply to buildings constructed in high radon potential counties (zone 1) designated in Table AF101(1). The radon control provisions of Appendix F of this code shall also apply to all buildings constructed using the provisions of Section R408.3 Unvented crawl space compliance method.))
AMENDATORY SECTION(Amending WSR 23-23-104, filed 11/15/23, effective 3/16/24)
WAC 51-51-0333Section R333—((Lofts))Adult family homes.
((R333.1 General. Where provided in dwelling units or sleeping units, lofts shall comply with this code as modified by Sections R333.1 through R333.5. Lofts constructed in compliance with this section shall be considered a portion of the story below. Such lofts shall not contribute to the number of stories as regulated by this code.
EXCEPTION: | Lofts need not comply with Section R333 where they meet any of the following conditions: |
| 1. The loft has a maximum depth of less than 3 feet (914 mm). |
| 2. The loft has a floor area of less than 35 square feet (3.3 m2). |
| 3. The loft is not provided with a permanent means of egress. |
R333.2 Loft limitations. Lofts shall comply with the following conditions:
1. The loft floor area shall be less than 70 square feet (6.5 m2).
2. The loft ceiling height shall not exceed 7 feet (2134 mm) for more than one half of the loft floor area.
The provisions of Sections R333.3 through R333.5 shall not apply to lofts that do not comply with Items 1 and 2 of this section.
R333.3 Loft ceiling height. The ceiling height below a loft shall not be less than 7 feet (2134 mm). The ceiling height above the finished floor of the loft shall not be less than 3 feet (914 mm). Portions of the loft with a sloped ceiling measuring less than 3 feet (914 mm) from the finished floor to the finished ceiling shall not contribute to the loft floor area.
R333.4 Loft area. The aggregate area of all lofts and mezzanines within a room shall comply with Section R325.3.
EXCEPTION: | The area of a single loft located within a dwelling unit or sleeping unit equipped with an automatic sprinkler system in accordance with Section P2904 shall not be greater than two-thirds of the area of the room in which it is located, provided that no other lofts or mezzanines are open to the room in which the loft is located. |
R333.5 Permanent egress for lofts. Where a permanent means of egress is provided for lofts, the means of egress shall comply with Section R311 as modified by Section R333.5.1.
R333.5.1 Ceiling height at loft means of egress. A minimum ceiling height of 3 feet (914 mm) shall be provided for the entire width of the means of egress from the loft.))
R333.1 General. This section shall apply to all newly constructed adult family homes and all existing single-family homes being converted to adult family homes. This section shall not apply to those adult family homes licensed by the state of Washington department of social and health services prior to July 1, 2001.
R333.2 Automatic sprinkler system.Adult family homes providing services to more than 6 adults, upon approval from the department of social and health services, shall have automatic sprinkler systems installed in accordance with Section P2904 of this code or NFPA 13D.
R333.3 Sleeping room classification. Each sleeping room in an adult family home shall be classified as:
1. Type S - Where the means of egress contains stairs, elevators, or platform lifts.
2. Type NS1 - Where one means of egress is at grade level or a ramp constructed in accordance with Section R333.9 is provided.
3. Type NS2 - Where two means of egress are at grade level or ramps constructed in accordance with Section R333.9 are provided.
R333.4 Types of locking devices and door activation. All bedroom and bathroom doors shall be openable from the outside when locked.
Every closet shall be readily openable from the inside.
Operable parts of door handles, pulls, latches, locks, and other devices installed in adult family homes shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. Pocket doors shall have graspable hardware available when in the closed or open position.
The force required to activate operable parts shall be 5.0 pounds (22.2 N) maximum. Required exit doors shall have no additional locking devices.
Required exit door hardware shall unlock inside and outside mechanisms when exiting the building allowing reentry into the adult family home without the use of a key, tool, or special knowledge.
R333.5 Smoke and carbon monoxide alarm requirements. All adult family homes shall be equipped with smoke and carbon monoxide alarms installed as required in Sections R310 and R311. Alarms shall be installed in such a manner so that the detection device warning is audible from all areas of the dwelling upon activation of a single alarm.
R333.6 Escape windows and doors. Every sleeping room shall be provided with emergency escape and rescue windows as required by Section R319. No alternatives to the sill height such as steps, raised platforms, or other devices placed by the openings will be approved as meeting this requirement.
R333.7 Fire apparatus access roads and water supply for fire protection. Adult family homes shall be served by fire apparatus access roads and water supplies meeting the requirements of the local jurisdiction.
R333.8 Grab bar general requirements. Where facilities are designated for use by adult family home clients, grab bars for water closets, bathtubs, and shower stalls shall be installed according to this section.
R333.8.1 Grab bar cross section. Grab bars with a circular cross section shall have an outside diameter of 1 1/4 inch (32 mm) minimum and 2 inches (50 mm) maximum. Grab bars with noncircular cross section shall have a cross section dimension of 2 inches (50 mm) maximum and a perimeter dimension of 4 inches (102 mm) minimum and 4 5/8 inches maximum.
R333.8.2 Grab bar installation. Grab bars shall have a spacing of 1 1/2 inch (32 mm) between the wall and the bar. Projecting objects, control valves and bathtub or shower stall enclosure features above, below, and at the ends of the grab bar shall have a clear space of 1 1/2 inch (32 mm) to the grab bar.
EXCEPTION: | Swing-up grab bars shall not be required to meet the 1 1/2 inch (32 mm) spacing requirement. |
Grab bars shall have a structural strength of 250 pounds applied at any point on the grab bar, fastener, mounting device, or supporting structural member. Grab bars shall not be supported directly by any residential grade fiberglass bathing or showering unit. Acrylic bars found in bathing units shall be removed.
Fixed position grab bars, when mounted, shall not rotate, spin, or move and have a graspable surface finish.
R333.8.3 Grab bars at water closets. Water closets shall have grab bars mounted on both sides. Grab bars can be a combination of fixed position and swing-up bars. Grab bars shall meet the requirements of Section R333.8. Grab bars shall mount between 33 inches (838 mm) and 36 inches (914 mm) above floor grade. Centerline distance between grab bars, regardless of type used, shall be between 25 inches (635 mm) minimum and 30 inches (762 mm) maximum.
R333.8.3.1 Fixed position grab bars. Fixed position grab bars shall be a minimum of 36 inches (914 mm) in length and start 12 inches (305 mm) from the rear wall.
R333.8.3.2 Swing-up grab bars. Swing-up grab bars shall be a minimum of 28 inches (711 mm) in length from the rear wall.
R333.8.4 Grab bars at bathtubs. Horizontal and vertical grab bars shall meet the requirements of Section R333.8.
R333.8.4.1 Vertical grab bars. Vertical grab bars shall be a minimum of 18 inches (457 mm) long and installed at the control end wall and head end wall. Grab bars shall mount within 4 inches (102 mm) of the exterior of the bathtub edge or within 4 inches (102 mm) within the bathtub. The bottom end of the bar shall start between 36 inches (914 mm) and 42 inches (1067 mm) above floor grade.
EXCEPTION: | The required vertical grab bar can be substituted with a floor to ceiling grab bar meeting the requirements of Section R333.8 at the control end and head end entry points. |
R333.8.4.2 Horizontal grab bars. Horizontal grab bars shall be provided at the control end, head end, and the back wall within the bathtub area. Grab bars shall be mounted between 33 inches (838 mm) and 36 inches (914 mm) above floor grade. Control end and head end grab bars shall be 24 inches (610 mm) minimum in length. Back wall grab bars shall be 36 inches (914 mm) minimum in length.
R333.8.5 Grab bars at shower stalls. Where shower stalls are provided to meet the requirements for bathing facilities, grab bars shall meet the requirements of Section R333.8.
EXCEPTION: | Shower stalls with permanent built-in seats are not required to have vertical or horizontal grab bars at the seat end wall. A vertical floor to ceiling grab bar shall be installed within 4 inches of the exterior of the shower aligned with the nose of the built-in seat. |
R333.8.5.1 Vertical grab bars. Vertical grab bars shall be 18 inches (457 mm) minimum in length and installed at the control end wall and head end wall. Vertical bars shall be mounted within 4 inches (102 mm) of the exterior of the shower stall or within 4 inches (102 mm) inside the shower stall. The bottom end of vertical bars mounted between 36 inches (914 mm) and 42 inches (1067 mm) above floor grade.
R333.8.5.2 Horizontal grab bars. Horizontal grab bars shall be installed on all sides of the shower stall mounted between 33 inches (838 mm) and 36 inches (914 mm) above the floor grade. Horizontal grab bars shall be a maximum of 6 inches (152 mm) from adjacent walls. Horizontal grab bars shall not interfere with shower control valves.
R333.9 Ramps. All interior and exterior ramps, when provided, shall be constructed in accordance with Section R318.8 with a maximum slope of 1 vertical to 12 horizontal. The exception to Section R318.8.1 is not allowed for adult family homes. Handrails shall be installed in accordance with Section R333.8.1.
R333.9.1 Handrails for ramps. Handrails shall be installed on both sides of ramps between the slope of 1 vertical to 12 horizontal and 1 vertical and 20 horizontal in accordance with Section R318.8.3.
R333.10 Stair treads and risers. Stair treads and risers shall be constructed in accordance with Section R318.7.5. Handrails shall be installed in accordance with Section R333.8.1.
R333.10.1 Handrails for treads and risers. Handrails shall be installed on both sides of treads and risers numbering from one riser to multiple risers. Handrails shall be installed in accordance with Section R318.7.8.
R333.11 Shower stalls. Where provided to meet the requirements for bathing facilities, the minimum size of shower stalls for an adult family home shall be 30 inches (762 mm) deep by 48 inches (1219 mm) long.
AMENDATORY SECTION(Amending WSR 23-02-058, 23-12-104, and 23-20-024, filed 1/3/23, 6/7/23, and 9/25/23, effective 3/15/24)
WAC 51-51-0334Section R334—((Stationary fuel cell power systems))Family home child care.
((R334.1 General. Stationary fuel cell power systems in new and existing buildings and structures shall comply with Section 1206 of the International Fire Code.))
R334.1 Family home child care. For family home child care with more than six children, each floor level used for family child 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 4 feet below grade level shall not be used for family home child care unless one of following conditions exist:
1. Stairways from the basement open directly to the exterior of the building without entering the first floor;
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;
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. An automatic residential sprinkler system shall be designed and installed in accordance with Section P2904 or NFPA 13D.
Floors located more than 4 feet above grade level shall not be occupied by children in family home child care.
EXCEPTIONS: | 1. Use of toilet facilities while under supervision of an adult staff person; |
| 2. Family home child care may be allowed on the second story if one of the following conditions exists: |
| 2.1. Stairways from the second story open directly to the exterior of the building without entering the first floor; |
| 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. An automatic residential sprinkler system shall be designed and installed in accordance with Section P2904 or NFPA 13D. |
Every sleeping or napping room in a family home child care 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 home child care area by at least 1-hour fire-resistant construction.
EXCEPTION: | A fire-resistant 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. |
Smoke alarms shall be installed in accordance with the requirements of new construction per Section R310. In addition to the required smoke alarms, a heat alarm shall be provided in each kitchen.
R334.2 Additional requirements for family home child care with thirteen to sixteen children. In addition to the requirements of Section 334.1 the provisions of this section shall apply to family home child care with thirteen to sixteen children.
R334.2.1 Illumination in the event of power failure. In addition to illumination requirements of Section R318.7.10, an artificial light source that activates upon termination of building power supply shall be installed at all interior stairs serving child care areas.
R334.2.2 Exterior exit doors serving child care areas. Exterior exit doors serving child care areas shall comply with the requirements of Sections R318.2 and R313.3.
R334.2.3 Sprinklers. An automatic residential sprinkler system shall be designed and installed in accordance with Section P2904 or NFPA 13D.
EXCEPTION: | Subject to approval of the code official, a sprinkler system is not required where all of the following conditions are met: |
| 1. Child care areas are located on a floor within 4 feet of grade level; |
| 2. Each room used for child care shall have a door compliant with Section R318.2 and R318.3, leading directly to the exterior of the building. The exterior landing at the door shall comply with Section R318.3 but need not comply with Section R318.3.1. |
NEW SECTION
WAC 51-51-0335Section R335—Protection against radon.
R335.1 Protection against radon. The radon control provisions of Appendix BE of this code shall apply to buildings constructed in high radon potential counties (zone 1) designated in Table BE101.1. The radon control provisions of Appendix BE of this code shall also apply to all buildings constructed using the provisions of Section R408.3 Unvented crawl space compliance method.
AMENDATORY SECTION(Amending WSR 23-23-104, filed 11/15/23, effective 3/16/24)
WAC 51-51-0403Section R403—Footings.
R403.1.1 Minimum size. The minimum width, W, and thickness, T, for concrete footings shall be in accordance with Tables R403.1(1) through R403.1(3) and Figure R403.1(1) or R403.1.3, as applicable, but not less than 12 inches (305 mm) in width and 6 inches (152 mm) in depth. The footing width shall be based on the load-bearing value of the soil in accordance with Table R401.4.1. Footing projections, P, shall be not less than 2 inches (51 mm) and shall not exceed the thickness of the footing. Footing thickness and projection for fireplaces shall be in accordance with Section ((R1001))R1001.2. The size of footings supporting piers and columns shall be based on the tributary load and allowable soil pressure in accordance with Table R401.4.1. Footings for wood foundations shall be in accordance with the details set forth in Section R403.2, and Figures R403.1(2) and R403.1(3). Footings for precast foundations shall be in accordance with the details set forth in Section R403.4, Table R403.4, and Figures R403.4(1) and R403.4(2). Crushed stone footings for cast-in-place concrete foundations shall be in accordance with Section R403.5.
EXCEPTION: | Light-frame construction shall be permitted to have minimum footing size in accordance with Figures R403.1.1(1) through R403.1.1(4) in lieu of that determined by Table R403.1(1). |
Figure R403.1.1(1)
Alternative Minimum Footing Size for Light-Frame Construction a,b,c,d,e,f,g,h,i
20 PSF Snow Load
Notes: | a | The minimum footing size is based on the following assumptions: Material weights per Section R301.2.2.2.1 and soil density = 120 pcf. Wood-framed walls = 10 foot; crawlspace stem wall = 6 inches × 36 inches; basement wall = 8 inches × 120 inches. Total load (TL) equal to the maximum of three load combinations: LC1=D+L, LC2=D+S and LC3=D=0.75(L+S), where D=dead load, L=live load, S=snow load. TL=max (LC1, LC2, LC3). |
| b | Use tributary ((span))width of floor and roof, defined as the portion of the roof or floor span which directs load to a given footing or wall. Figure may be used to size exterior and interior footings. |
| c | Add 4 feet to tributary floor span for each wood-framed wall above first level (i.e., 4 feet for 2-story, 8 feet for 3-story). |
| d | Multiply floor span by 1.25 for interior footings supporting continuous joists. |
| e | Multiply footing width by (1500 psf/capacity) for soil capacity other than 1500 psf. See Section R403.1.1 for thickness. |
| f | Dashed line may be used for interior footing size only. |
| g | Use footing size indicated on line above the span combination used. |
| h | For span combinations above the upper line, a design professional is required. |
| i | Interpolation between footing sizes is allowed. Extrapolation is not allowed. |
Figure R403.1.1(2)
Alternative Minimum Footing Size for Light-Frame Construction a,b,c,d,e,f,g,h,i
30 PSF Snow Load
Notes: | a | The minimum footing size is based on the following assumptions: Material weights per Section R301.2.2.2.1 and soil density = 120 pcf. Wood-framed walls = 10 foot; crawlspace stem wall = 6 inches × 36 inches; basement wall = 8 inches × 120 inches. Total load (TL) equal to the maximum of three load combinations: LC1=D+L, LC2=D+S and LC3=D=0.75(L+S), where D=dead load, L=live load, S=snow load. TL=max (LC1, LC2, LC3). |
| b | Use tributary ((span))width of floor and roof, defined as the portion of the roof or floor span which directs load to a given footing or wall. Figure may be used to size exterior and interior footings. |
| c | Add 4 feet to tributary floor span for each wood-framed wall above first level (i.e., 4 feet for 2-story, 8 feet for 3-story). |
| d | Multiply floor span by 1.25 for interior footings supporting continuous joists. |
| e | Multiply footing width by (1500 psf/capacity) for soil capacity other than 1500 psf. See Section R403.1.1 for thickness. |
| f | Dashed line may be used for interior footing size only. |
| g | Use footing size indicated on line above the span combination used. |
| h | For span combinations above the upper line, a design professional is required. |
| i | Interpolation between footing sizes is allowed. Extrapolation is not allowed. |
Figure R403.1.1(3)
Alternative Minimum Footing Size for Light-Frame Construction a,b,c,d,e,f,g,h,i
50 PSF Snow Load
Notes: | a | The minimum footing size is based on the following assumptions: Material weights per Section R301.2.2.2.1 and soil density = 120 pcf. Wood-framed walls = 10 foot; crawlspace stem wall = 6 inches × 36 inches; basement wall = 8 inches × 120 inches. Total load (TL) equal to the maximum of three load combinations: LC1=D+L, LC2=D+S and LC3=D=0.75(L+S), where D=dead load, L=live load, S=snow load. TL=max (LC1, LC2, LC3). |
| b | Use tributary ((span))width of floor and roof, defined as the portion of the roof or floor span which directs load to a given footing or wall. Figure may be used to size exterior and interior footings. |
| c | Add 4 feet to tributary floor span for each wood-framed wall above first level (i.e., 4 feet for 2-story, 8 feet for 3-story). |
| d | Multiply floor span by 1.25 for interior footings supporting continuous joists. |
| e | Multiply footing width by (1500 psf/capacity) for soil capacity other than 1500 psf. See Section R403.1.1 for thickness. |
| f | Dashed line may be used for interior footing size only. |
| g | Use footing size indicated on line above the span combination used. |
| h | For span combinations above the upper line, a design professional is required. |
| i | Interpolation between footing sizes is allowed. Extrapolation is not allowed. |
Figure R403.1.1(4)
Alternative Minimum Footing Size for Light-Frame Construction a,b,c,d,e,f,g,h,i
70 PSF Snow Load
Notes: | a | The minimum footing size is based on the following assumptions: Material weights per Section R301.2.2.2.1 and soil density = 120 pcf. Wood-framed walls = 10 foot; crawlspace stem wall = 6 inches × 36 inches; basement wall = 8 inches × 120 inches. Total load (TL) equal to the maximum of three load combinations: LC1=D+L, LC2=D+S and LC3=D=0.75(L+S), where D=dead load, L=live load, S=snow load. TL=max (LC1, LC2, LC3). |
| b | Use tributary ((span))width of floor and roof, defined as the portion of the roof or floor span which directs load to a given footing or wall. Figure may be used to size exterior and interior footings. |
| c | Add 4 feet to tributary floor span for each wood-framed wall above first level (i.e., 4 feet for 2-story, 8 feet for 3-story). |
| d | Multiply floor span by 1.25 for interior footings supporting continuous joists. |
| e | Multiply footing width by (1500 psf/capacity) for soil capacity other than 1500 psf. See Section R403.1.1 for thickness. |
| f | Dashed line may be used for interior footing size only. |
| g | Use footing size indicated on line above the span combination used. |
| h | For span combinations above the upper line, a design professional is required. |
| i | Interpolation between footing sizes is allowed. Extrapolation is not allowed. |
AMENDATORY SECTION(Amending WSR 23-23-104, filed 11/15/23, effective 3/16/24)
WAC 51-51-0408Section R408—Under-floor space.
R408.1 Ventilation. The under-floor space between the bottom of the floor joists and the earth under any building (except space occupied by a basement) shall have ventilation openings through foundation walls or exterior walls. A ground cover of six mil (0.006 inch thick) black polyethylene or approved equal shall be laid over the ground within crawl spaces. The ground cover shall be overlapped 6 inches (152 mm) minimum at the joints and shall extend to the foundation wall.
EXCEPTION: | The ground cover may be omitted in crawl spaces if the crawl space has a concrete slab floor with a minimum thickness of 2 inches (51 mm). |
R408.2 Openings for under-floor ventilation. The minimum net area of ventilation openings shall not be less than 1 square foot (0.0929 m2) for each 300 square feet (28 m2) of under-floor area. Required openings shall be evenly placed to provide cross ventilation of the space except one side of the building shall be permitted to have no ventilation openings. Ventilation openings shall be covered for their height and width with any of the following materials provided that the least dimension of the covering shall not exceed 1/4 inch (6.4 mm), and operational louvers are permitted:
1. Perforated sheet metal plates not less than 0.070 inch (1.8 mm) thick.
2. Expanded sheet metal plates not less than 0.047 inch (1.2 mm) thick.
3. Cast-iron grill or grating.
4. Extruded load-bearing brick vents.
5. Hardware cloth of 0.035 inch (0.89 mm) wire or heavier.
6. Corrosion-resistant wire mesh, with the least dimension being 1/8 inch (3.2 mm).
EXCEPTION: | The total area of ventilation openings shall be permitted to be reduced to 1/1,500 of the under-floor area where the ground surface is covered with an approved Class I vapor retarder material and the required openings are placed to provide cross ventilation of the space. The installation of operable louvers shall not be prohibited. If the installed ventilation is less than 1/300, or if operable louvers are installed, a radon vent shall be installed to originate from a point between the ground cover and soil. The radon vent shall be installed in accordance with the requirements of Appendix ((AF))BE (Radon) of this code. |
R408.3 Unvented crawl space. Ventilation openings in under-floor spaces specified in Section R408.2 shall not be required where:
1. Exposed earth is covered with a continuous Class I vapor retarder. Joints of the vapor retarder shall overlap by 6 inches (152 mm) and shall be sealed or taped. The edges of the vapor retarder shall extend at least 6 inches (152 mm) up the stem wall and shall be attached and sealed to the stem wall; and a radon system shall be installed that meets the requirements of Appendix ((AF))BE (Radon) of this code.
2. Continuously operated mechanical exhaust ventilation is provided at a rate equal to 1 cubic foot per minute (0.47 L/s) for each 50 square feet (4.7 m2) of crawlspace floor area. Exhaust ventilation shall terminate to the exterior.
EXCEPTION: | Plenum in existing structures complying with Section M1601.5, if under-floor space is used as a plenum. |
R408.8 Under-floor vapor retarder. This section is not adopted.
AMENDATORY SECTION(Amending WSR 13-04-068, filed 2/1/13, effective 7/1/13)
WAC 51-51-0502Section R502—((Reserved))Wood floor framing.
R502.8 Cutting, drilling, and notching. Structural floor members shall not be cut, bored, or notched in excess of the limitations specified in this section. See Figure R502.8.
Figure R502.8 CUTTING, NOTCHING, AND DRILLING
R502.8.1 Sawn lumber. Notches in solid lumber joists, rafters and beams shall not exceed one-sixth of the depth of the member, shall not be longer than one-third of the depth of the member and shall not be located in the middle one-third of the span. Notches at the ends of the member shall not exceed one-fourth the depth of the member. The tension side of members 4 inches (102 mm) or greater in nominal thickness shall not be notched except at the ends of the members. The diameter of holes bored or cut into members shall not exceed one-third the depth of the member. Holes shall not be closer than 2 inches (51 mm) to the top or bottom of the member, or to any other hole located in the member. Where the member is notched or bored, the notch or hole shall not be closer than 2 inches (51 mm) to another notch or hole.
AMENDATORY SECTION(Amending WSR 23-23-104, filed 11/15/23, effective 3/16/24)
WAC 51-51-0507Section R507—Decks.
TABLE R507.3.1
MINIMUM FOOTING SIZE FOR DECKS
LIVE OR GROUND SNOW LOAD (psf) | TRIBUTARY AREA (sq.ft.) | LOAD-BEARING VALUE OF SOILSacd (psf) |
1500e | 2000e | ≥ 3000e |
Side of a square footing (inches) | Diameter of a round footing (inches) | Plain Concrete Thicknessf (inches) | Side of a square footing (inches) | Diameter of a round footing (inches) | Plain Concrete Thicknessf (inches) | Side of a square footing (inches) | Diameter of a round footing (inches) | Plain Concrete Thicknessf (inches) |
60 Live or 70 Ground Snow Load | 5 | 7 | 8 | 6 | 7 | 8 | 6 | 7 | 8 | 6 |
20 | 12 | 14 | 6 | 11 | 13 | 6 | 9 | 10 | 6 |
40 | 18 | 20 | 6 | 15 | 17 | 6 | 12 | 14 | 6 |
60 | 21 | 24 | 8 | 19 | 21 | 6 | 15 | 17 | 6 |
80 | 25 | 28 | 9 | 21 | 24 | 8 | 18 | 20 | 6 |
100 | 28 | 31 | 11 | 24 | 27 | 9 | 20 | 22 | 7 |
120 | 30 | 34 | 12 | 26 | 30 | 10 | 21 | 24 | 8 |
140 | 33 | 37 | 13 | 28 | 32 | 11 | 23 | 26 | 9 |
160 | 35 | 40 | 15 | 30 | 34 | 12 | 25 | 28 | 9 |
For SI: 1 inch = 25.4 mm, 1 square foot = 0.0929 m2, 1 pound per square foot = 0.0479 kPa. |
a. | Interpolation permitted, extrapolation not permitted. |
b. | Reserved. |
c. | Footing dimensions shall allow complete bearing of the post. |
d. | If the support is a brick or CMU pier, the footing shall have a minimum 2-inch projection on all sides. |
e. | Area, in square feet, of deck surface supported by post and footings. |
f. | Minimum thickness shall only apply to plain concrete footings((,)). |
((R507.4 Deck posts. For single-level decks, wood post size shall be in accordace with Table R507.4.))
TABLE R507.4
DECK POST HEIGHT
| | | TRIBUTARY AREAg,h (sq. ft.) |
| | | 20 | 40 | 60 | 80 | 100 | 120 | 140 | 160 |
LOADSb (psf) | POST SPECIESc | POST SIZEd | MAXIMUM DECK POST HEIGHTa (feet-inches) |
60 Live Load, ≤60 Ground Snow Load | Douglas Fire, Hem-fire, SPFe | 4 x 4 | 14-0 | 10-10 | 8-7 | 7-0 | 5-8 | 4-1 | NP | NP |
4 x 6 | 14-0 | 13-10 | 11-1 | 9-5 | 8-2 | 7-3 | 6-4 | 5-4 |
6 x 6 | 14-0 | 14-0 | 14-0 | 14-0 | 14-0 | 13-3 | 10-9 | 6-11 |
8 x 8 | 14-0 | 14-0 | 14-0 | 14-0 | 14-0 | 14-0 | 14-0 | 14-0 |
Redwoodf, Western Cedarsf, Ponderosa Pinef, Red Pinef | 4 x 4 | 14-0 | 10-3 | 7-0 | NP | NP | NP | NP | NP |
4 x 6 | 14-0 | 13-6 | 10-6 | 8-4 | 5-10 | NP | NP | NP |
6 x 6 | 14-0 | 14-0 | 14-0 | 14-0 | 11-11 | NP | NP | NP |
8 x 8 | 14-0 | 14-0 | 14-0 | 14-0 | 14-0 | 14-0 | 14-0 | 14-0 |
70 Ground Snow Load | Douglas Fire, Hem-fire, SPFe | 4 x 4 | 14-0 | 10-1 | 7-11 | 6-6 | 5-3 | 3-7 | NP | NP |
4 x 6 | 14-0 | 12-10 | 10-3 | 8-9 | 7-7 | 6-8 | 5-10 | 4-11 |
6 x 6 | 14-0 | 14-0 | 14-0 | 14-0 | 14-0 | 12-2 | 9-9 | 5-9 |
8 x 8 | 14-0 | 14-0 | 14-0 | 14-0 | 14-0 | 14-0 | 14-0 | 14-0 |
Redwoodf, Western Cedarsf, Ponderosa Pinef, Red Pinef | 4 x 4 | 14-0 | 9-5 | 6-5 | NP | NP | NP | NP | NP |
4 x 6 | 14-0 | 12-6 | 9-8 | 7-7 | 5-3 | NP | NP | NP |
6 x 6 | 14-0 | 14-0 | 14-0 | 14-0 | 10-8 | NP | NP | NP |
8 x 8 | 14-0 | 14-0 | 14-0 | 14-0 | 14-0 | 14-0 | 14-0 | 14-0 |
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 square foot = 0.0929 m2, 1 pound per square foot = 0.0479 kPa, NP = Not permitted. |
a. | Measured from the underside of the beam to top of footing or pier. |
b. | 10 psf dead load. Snow load not assumed to be concurrent with live load. |
c. | No. 2 grade, wet service factor included. |
d. | Notched deck posts shall be sized to accommodate beam size in accordance with Section R507.5.2. |
e. | Includes incising factor. |
f. | Incising factor not included. |
g. | Area, in square feet, of deck surface supported by post and footing. |
h. | Interpolation permitted. Extrapolation not permitted. |
R507.5 Deck beams. Maximum allowable spans for wood deck beams, as shown in Figure R507.5, shall be in accordance with Table R507.5 and based on the joist span length and cantilever length as shown in Figure R507.6. Beam plies shall be fastened together with two rows of 10d (3-inch × 0.128-inch) nails minimum at 16 inches (406 mm) on center along each edge. Beams shall be permitted to cantilever at each end up to one-fourth of the actual beam span. Deck beams of other materials shall be permitted where designed in accordance with accepted engineering practices.
Tables R507.5(1) through R507.5(4) are not adopted.
TABLE R507.5
MAXIMUM DECK BEAM SPAN - 60 PSF LIVE LOAD or
70 PSF GROUND SNOW LOADc
BEAM SPECIESd | BEAM SIZEe | EFFECTIVE DECK JOIST SPAN LENGTHa,i (feet) |
6 | 8 | 10 | 12 | 14 | 16 | 18 |
| MAXIMUM DECK BEAM SPAN LENGTHa,b,f (feet-inches) |
Douglas fir-larchg, Hem-firg, Spruce-pine-firg | 1-2×6 | 3-5 | 2-10 | 2-5 | 2-2 | 2-0 | 1-10 | 1-9 |
1-2×8 | 4-7 | 3-8 | 3-2 | 2-10 | 2-7 | 2-5 | 2-4 |
1-2×10 | 5-8 | 4-9 | 4-1 | 3-8 | 3-4 | 3-1 | 2-11 |
1-2×12 | 6-7 | 5-8 | 5-0 | 4-6 | 4-1 | 3-10 | 3-7 |
2-2×6 | 5-2 | 4-6 | 4-0 | 3-5 | 3-1 | 2-10 | 2-7 |
2-2×8 | 6-11 | 6-0 | 5-3 | 4-7 | 4-1 | 3-8 | 3-5 |
2-2×10 | 8-5 | 7-4 | 6-6 | 5-10 | 5-2 | 4-9 | 4-5 |
2-2×12 | 9-10 | 8-6 | 7-7 | 6-11 | 6-4 | 5-9 | 5-4 |
3-2×6 | 6-6 | 5-7 | 5-0 | 4-7 | 4-2 | 3-9 | 3-5 |
3-2×8 | 8-8 | 7-6 | 6-8 | 6-1 | 5-6 | 5-0 | 4-7 |
3-2×10 | 10-7 | 9-2 | 8-2 | 7-6 | 6-11 | 6-4 | 5-10 |
3-2×12 | 12-4 | 10-8 | 9-7 | 8-9 | 8-1 | 7-7 | 7-1 |
Redwoodh, Western Cedarsh, Ponderosa Pineh, Red Pineh | 1-2×6 | 3-6 | 2-11 | 2-6 | 2-3 | 2-0 | 1-11 | 1-9 |
1-2×8 | 4-6 | 3-10 | 3-3 | 2-11 | 2-8 | 2-6 | 2-4 |
1-2×10 | 5-6 | 4-9 | 4-2 | 3-9 | 3-5 | 3-2 | 3-0 |
1-2×12 | 6-4 | 5-6 | 4-11 | 4-6 | 4-2 | 3-11 | 3-8 |
2-2×6 | 5-3 | 4-7 | 4-1 | 3-6 | 3-2 | 2-11 | 2-8 |
2-2×8 | 6-8 | 5-9 | 5-2 | 4-8 | 4-2 | 3-10 | 3-6 |
2-2×10 | 8-2 | 7-1 | 6-4 | 5-9 | 5-4 | 4-10 | 4-6 |
2-2×12 | 9-5 | 8-2 | 7-4 | 6-8 | 6-2 | 5-9 | 5-5 |
3-2×6 | 6-4 | 5-8 | 5-1 | 4-8 | 4-3 | 3-10 | 3-6 |
3-2×8 | 8-4 | 7-3 | 6-5 | 5-11 | 5-5 | 5-1 | 4-8 |
3-2×10 | 10-2 | 8-10 | 7-11 | 7-2 | 6-8 | 6-3 | 5-11 |
3-2×12 | 11-10 | 10-3 | 9-2 | 8-4 | 7-9 | 7-3 | 6-10 |
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square foot = 0.0479 kPa, 1 pound = 0.454 kg. |
a. | Interpolation allowed. Extrapolation is not allowed. |
b. | Beams supporting a single span of joists with or without cantilever. |
c. | Dead load = 10 psf, L/Δ = 360 at mainspan, L/Δ = 180 at cantilever. Snow load not assumed to be concurrent with live load. |
d. | No. 2 grade, wet service factor included. |
e. | Beam depth shall be equal to or greater than the depth of intersecting joist for a flush beam connection. |
f. | Beam cantilevers are limited to the adjacent beam's span divided by 4. |
g. | Includes incising factor. |
h. | Incising factor not included. |
i. | Deck joist span as shown in Figure R507.5. |
j. | For calculation of effective joist span, the actual joist span length shall be multiplied by the joist span factor in accordance with Table R507.5(5). |
((R507.6 Deck joists. Maximum allowable spans for wood deck joists, as shown in Figure R507.6, shall be in accordance with Table R507.6. The maximum joist spacing shall be limited by the decking materials in accordance with Table R507.7.))
TABLE R507.6
MAXIMUM DECK JOIST SPANS
LOADa (psf) | JOIST SPECIESb | JOIST SIZE | ALLOWABLE JOIST SPANb,c (feet-inches) | MAXIMUM CANTILEVERd,f (feet-inches) |
Joist Spacing (inches) | Adjacent Joist Back Spang (feet) |
12 | 16 | 24 | 4 | 6 | 8 | 10 | 12 | 14 | 16 | 18 |
60 Live Load or 70 Ground Snow Load | Douglas fir-larche, Hem-fire, Spruce-pine-fire | 2×6 | 7-11 | 7-1 | 5-9 | 1-0 | 1-6 | NP | NP | NP | NP | NP | NP |
2×8 | 10-5 | 9-5 | 7-8 | 1-0 | 1-6 | 2-0 | 2-1 | NP | NP | NP | NP |
2×10 | 13-3 | 11-6 | 9-5 | 1-0 | 1-6 | 2-0 | 2-6 | 2-8 | NP | NP | NP |
2×12 | 15-5 | 13-4 | 10-11 | 1-0 | 1-6 | 2-0 | 2-6 | 3-0 | 3-3 | NP | NP |
Redwoodf, Western Cedarsf, Ponderosa Pinef, Red Pinef | 2×6 | 7-4 | 6-8 | 5-10 | 1-0 | 1-4 | NP | NP | NP | NP | NP | NP |
2×8 | 9-8 | 8-10 | 7-4 | 1-0 | 1-6 | 1-11 | NP | NP | NP | NP | NP |
2×10 | 12-4 | 11-0 | 9-0 | 1-0 | 1-6 | 2-0 | 2-6 | 2-6 | NP | NP | NP |
2×12 | 14-9 | 12-9 | 10-5 | 1-0 | 1-6 | 2-0 | 2-6 | 3-0 | 3-0 | NP | NP |
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square foot = 0.0479 kPa, 1 pound = 0.454 kg, NP = Not permitted. |
a. | Dead load = 10 psf dead load. Snow load not assumed to be concurrent with live load. |
b. | No. 2 grade, wet service factor included. |
c. | L/Δ = 360 at main span. |
d. | L/Δ = 180 at cantilever with 220-pound point load applied to end. |
e. | Includes incising factor. |
f. | Incising factor not included. |
g. | Interpolation permitted. Extrapolation not permitted. |
((R507.9.1.2 Band joist details. Band joists supporting a ledger shall be a minimum 2-inch-nominal (51 mm), solid-sawn, spruce-pine-fir or better lumber or minimum 1-inch (25 mm) nominal engineered wood rim boards in accordance with Section R502.1.7. Band joists shall bear fully on the primary structure capable of supporting all required loads.))
TABLE R507.9.1.3(1)
DECK LEDGER CONNECTION TO BAND JOIST
LOADc (psf) | JOIST SPANa (feet) | ON-CENTER SPACING OF FASTENERSb (inches) |
1/2-inch diameter lag screw with 1/2-inch maximum sheathingd,e | 1/2-inch diameter bolt with 1/2-inch maximum sheathinge | 1/2-inch diameter bolt with 1-inch maximum sheathingf |
60 Live Load or 70 Ground Snow Load | 6 | 22 | 36 | 35 |
8 | 16 | 31 | 26 |
10 | 13 | 25 | 21 |
12 | 11 | 20 | 17 |
14 | 9 | 17 | 15 |
16 | 8 | 15 | 13 |
18 | 7 | 13 | 11 |
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square foot = 0.0479 kPa. |
a. | Interpolation permitted. Extrapolation is not permitted. |
b. | Ledgers shall be flashed in accordance with Section R703.4 to prevent water from contacting the house band joist. |
c. | Dead load = 10 psf. Snow load shall not be assumed to act concurrently with live load. |
d. | The tip of the lag screw shall fully extend beyond the inside face of the band joist. |
e. | Sheathing shall be wood structural panel or solid sawn lumber. |
f. | Sheathing shall be permitted to be wood structural panel, gypsum board, fiberboard, lumber or foam sheathing. Up to 1/2-inch thickness of stacked washers shall be permitted to substitute for up to 1/2 inch of allowable sheathing thickness where combined with wood structural panel or lumber sheathing. |
R507.9.2 Deck lateral load connections. Lateral loads shall be transferred to the ground or to a structure capable of transmitting them to the ground. Where the lateral load connection is provided in accordance with Figure R507.9.2(1), hold-down tension devices shall be installed in not less than two locations per deck, within 24 inches of each end of the deck. Each device shall have an allowable stress design capacity of not less than 1500 pounds (6672 N). Where the lateral load connections are provided in accordance with Figure R507.9.2(2), the hold-down tension devices shall be installed in not less than four locations per deck, and each device shall have an allowable stress design capacity of not less than 750 pounds (3336 N).
EXCEPTION: | Decks not more than 30 inches above grade at any point may be unattached. |
TABLE R507.9.1.3(2)
PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS
MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS |
| TOP EDGE | BOTTOM EDGE | ENDS | ROW SPACING |
Ledgera | 2 inchesd | 3/4 inch | 2 inchesb | 1 5/8 inchesb |
Band joistc | 3/4 inch | 2 inchese | 2 inchesb | 1 5/8 inchesb |
For SI: | 1 inch = 25.4 mm. |
a | Lag screws or bolts shall be staggered from the top to the bottom along the horizontal run of the deck ledger in accordance with Figure R507.9.1.3(1). |
b | Maximum 5 inches. |
c | For engineered rim joists, the manufacturer's recommendations shall govern. |
d | The minimum distance from bottom row of lag screws or bolts to the top edge of the ledger shall be in accordance with Figure R507.9.1.3(1). |
e | The 2 inches may be reduced to 3/4 inch when the band joist is directly supported by a mudsill, a header or by double top wall plates. |
AMENDATORY SECTION(Amending WSR 20-21-041, filed 10/13/20, effective 11/13/20)
WAC 51-51-0602Section R602—Wood wall framing.
R602.1.1.1 Used sawn lumber. Used sawn lumber identified with a grade mark, in good condition and devoid of areas of decay shall be assumed to meet the requirements of Section 602.1.1 or shall comply with the following:
1. Dimensional lumber not identified with a grade mark that has a nominal thickness of 2 inches with a nominal width of 6 inches, or less, shall be assumed to be spruce-pine-fir stud grade and shall have structural properties assigned in accordance with current adopted standards. All other dimensional lumber shall be assumed to be hem-fir No. 2 grade and shall have structural properties assigned in accordance with current adopted standards.
R602.6 Drilling and notching of studs. Notches or holes shall not be closer than 2 inches (51 mm) to another notch or hole. Drilling and notching of studs shall also be in accordance with the following:
1. Notching. A stud in an exterior wall or bearing partition shall not be cut or notched to a depth exceeding 25 percent of its depth. Studs in nonbearing partitions shall not be notched to a depth exceeding 40 percent of a single stud depth.
2. Boring. The diameter of bored holes in studs shall not exceed 60 percent of the stud depth, the edge of the hole shall not be less than 5/8 inch (16 mm) from the edge of the stud. Where the diameter of a bored hole in a stud located in exterior walls or bearing partitions is over 40 percent, such stud shall be doubled and not more than two successive doubled studs shall be so bored. See Figures R602.6(1) and R602.6(2).
EXCEPTION: | Where approved, stud shoes are installed in accordance with the manufacturer's instructions. |
Figure R602.6(1) NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS
Figure R602.6(2) NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS
R602.9 Cripple walls. Foundation cripple walls shall be framed of studs not smaller than the studding above. When exceeding 4 feet (1219 mm) in height, such walls shall be framed of studs having the size required for an additional story.
Cripple walls supporting bearing walls or exterior walls or interior braced wall panels as required in Sections R403.1.2 and R602.10.9.1 with a stud height less than 14 inches (356 mm) shall be continuously sheathed on one side with wood structural panels fastened to both the top and bottom plates in accordance with Table R602.3(1), or the cripple walls shall be constructed of solid blocking. All cripple walls shall be supported on continuous footings or foundations.
EXCEPTION: | Footings supporting cripple walls used to support interior braced wall panels as required in Sections R403.1.2 and R602.10.9.1 shall be continuous for the required length of the cripple wall and constructed beyond the cripple wall for a minimum distance of 4 inches and a maximum distance of the footing thickness. The footings extension is not required at intersections with other footings. |
R602.10.10 Cripple wall bracing. Cripple walls shall be constructed in accordance with Section R602.9 and braced in accordance with this section. Cripple walls supporting bearing walls or exterior walls or interior braced wall panels as required in Section R403.1.2 shall be braced with the length and method of bracing used for the wall above in accordance with Tables R602.10.3(1) and R602.10.3(3), and the applicable adjustment factors in Table R602.10.3(2) or R602.10.3(4), respectively, except the length of the cripple wall bracing shall be multiplied by a factor of 1.15.
Where gypsum wall board is not used on the inside of the cripple wall bracing, the length adjustments for the elimination of the gypsum wallboard, or equivalent, shall be applied as directed in Tables R602.10.3(2) and R602.10.3(4) to the length of cripple wall bracing required. This adjustment shall be taken in addition to the 1.15 increase.
AMENDATORY SECTION(Amending WSR 23-02-058, 23-12-104, and 23-20-024, filed 1/3/23, 6/7/23, and 9/25/23, effective 3/15/24)
WAC 51-51-0703Section R703—Exterior covering.
R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water within the wall assembly by providing a water-((resistant))resistive barrier behind the exterior veneer as required by Section R703.2 and a means of draining water that enters the assembly to the exterior. Protection against condensation in the exterior wall assembly shall be provided in accordance with Section R702.7 of this code.
EXCEPTIONS: | 1. A weather-resistant exterior wall envelope shall not be required over concrete or masonry walls designed in accordance with Chapter 6 and flashed according to Section R703.4 or R703.8. |
| 2. Compliance with the requirements for a means of drainage, and the requirements of Sections R703.2 and R703.4, shall not be required for an exterior wall envelope that has been demonstrated to resist wind-driven rain through testing of the exterior wall envelope, including joints, penetrations and intersections with dissimilar materials, in accordance with ASTM E 331 under the following conditions: |
| 2.1. Exterior wall envelope test assemblies shall include at least one opening, one control joint, one wall/eave interface and one wall sill. All tested openings and penetrations shall be representative of the intended end-use configuration. |
| 2.2. Exterior wall envelope test assemblies shall be at least 4 feet (1219 mm) by 8 feet (2438 mm) in size. |
| 2.3. Exterior wall assemblies shall be tested at a minimum differential pressure of 6.24 pounds per square foot (299Pa). |
| 2.4. Exterior wall envelope assemblies shall be subjected to a minimum test exposure duration of 2 hours. |
| 3. The requirement for a means of drainage shall not be construed to mean an air space cavity under the exterior cladding for an exterior wall clad with panel or lapped siding made of plywood, engineered wood, hardboard, or fiber cement. A water-resistive barrier as required by Section R703.2 will be required on exterior walls. |
The exterior wall envelope design shall be considered to resist wind-driven rain where the results of testing indicate that water did not penetrate control joints in the exterior wall envelope; joints at the perimeter of opening penetration; or intersections of terminations with dissimilar materials.
R703.10.2 Lap siding. Fiber-cement lap siding having a maximum width of 12 inches (305 mm) shall comply with the requirements of ASTM C 1186, Type A, minimum Grade II or ISO 8336, Category A, minimum Class 2. Lap siding shall be lapped a minimum of 1 1/4 inches (32 mm) and lap siding shall be installed in accordance with the manufacturer's installation instructions or shall be designed to comply with Section R703.1. Lap siding courses shall be installed with the fastener heads exposed or concealed, in accordance with Table R703.3(1) or approved manufacturer's instructions.
AMENDATORY SECTION(Amending WSR 16-03-025, filed 1/11/16, effective 7/1/16)
WAC 51-51-1307Section M1307—Appliance installation.
M1307.2 Anchorage of appliances. Appliances designed to be fixed in position shall be fastened or anchored in an approved manner. Thermal storage units shall be anchored or strapped to resist horizontal displacement caused by earthquake motion in accordance with ((one of the following:
1. Anchorage and strapping shall be designed to resist a horizontal force equal to one-third of the operating weight of the water storage tank, acting in any horizontal direction.
2. The anchorage strapping shall be in accordance with the appliance manufacturer's recommendations))Section R301.2.2.10.
Seismic anchorage and strapping of water heaters shall be in accordance with Section 507.2 of the state plumbing code.
NEW SECTION
WAC 51-51-1401Section M1401—General.
M1401.1 Installation. Heating and cooling equipment and appliances shall be installed in accordance with the manufacturer's instructions and the requirements of this code. Heating and cooling equipment using a refrigeration system shall also be installed in accordance with ASHRAE 15.2. Refrigeration systems containing carbon dioxide as the refrigerant shall be installed in accordance with Chapter 11 of the International Mechanical Code.
EXCEPTION: | Heating and cooling equipment using a refrigeration system with other than A1 or A2L refrigerants shall be installed in accordance with the International Mechanical Code. |
AMENDATORY SECTION(Amending WSR 23-02-058, 23-12-104, and 23-20-024, filed 1/3/23, 6/7/23, and 9/25/23, effective 3/15/24)
WAC 51-51-1503Section M1503—Domestic cooking exhaust equipment.
M1503.2.1 Open-top broiler exhaust. Domestic open-top broiler units shall be provided with a metal exhaust hood, having a minimum thickness of 0.0157 inch (0.3950 mm) (No. 28 gage). Such hoods shall be installed with a clearance of not less than 1/4 inch (6.4 mm) between the hood and the underside of combustible material or cabinets. A clearance of not less than 24 inches (610 mm) shall be maintained between the cooking surface and the combustible material or cabinets. The hood width shall not be less than the width of the broiler unit and shall extend over the entire unit.
EXCEPTIONS: | 1. Broiler units that incorporate an integral exhaust system, and that are listed and labeled for use without an exhaust hood, shall not be required to have an exhaust hood. |
| 2. Broiler units permanently installed outside the building envelope and having the cooking surface at least 5 feet below a 1-hour fire resistance rated ceiling shall not be required to have an exhaust hood. |
M1503.3 Exhaust discharge. Domestic cooking exhaust equipment shall discharge to the outdoors through a duct. The duct shall have a smooth interior surface, shall be airtight, shall be equipped with a backdraft damper and shall be independent of all other exhaust systems. Ducts serving domestic cooking exhaust equipment shall not terminate in an attic or crawl space or areas inside the building.
EXCEPTION: | Where installed in accordance with the manufacturer's instructions, and where continuous local exhaust is provided in an enclosed kitchen in accordance with Table ((M1505.4.4.1))M1505.5.1, listed and labeled ductless range hoods shall not be required to discharge to the outdoors. |
M1503.5 Kitchen exhaust rates. Where domestic kitchen cooking appliances are provided with exhaust equipment, ((the fans shall be sized in accordance with Section M1505.4.4.1))the exhaust rate shall equal or exceed the airflow required in Table M1505.5 at one or more speed settings.
AMENDATORY SECTION(Amending WSR 20-03-023, filed 1/6/20, effective 7/1/20)
WAC 51-51-1504Section 1504—Exhaust ducts and exhaust openings.
M1504.3 Exhaust openings. Air exhaust openings shall terminate as follows:
1. Not less than 3 feet (914 mm) from property lines.
2. Not less than 3 feet (914 mm) from gravity air intake openings, operable windows and doors except where the exhaust openings is located not less than 1 foot (305 mm) above the gravity air intake opening, operable windows and doors.
3. Not less than 10 feet (3048 mm) from mechanical air intake openings except where either of the following apply:
3.1. The exhaust opening is located not less than 3 feet (914 mm) above the air intake opening.
3.2. The exhaust opening is part of a factory-built intake/exhaust combination termination fitting installed in accordance with the manufacturer's instructions, and the exhaust air is drawn from a living space. A minimum of three feet (914 mm) separation shall be maintained between other environmental air exhaust outlets and other dwelling unit factory-built intake/exhaust combination termination fittings.
4. ((Openings shall comply with Sections R303.5.2 and R303.6.))In accordance with Sections R325.4.2 and R325.5.
AMENDATORY SECTION(Amending WSR 23-23-104, filed 11/15/23, effective 3/16/24)
WAC 51-51-1505Section M1505—Mechanical ventilation.
M1505.1 General. Where local exhaust or whole-house mechanical ventilation is provided, the ventilation system shall be designed in accordance with this section.
EXCEPTION: | Alternate balanced whole-house ventilation systems and local exhaust systems designed and commissioned in accordance with ASHRAE 62.2 are permitted. |
M1505.4 Whole-house mechanical ventilation system. Each dwelling unit shall be equipped with a ventilation system. The whole-house mechanical ventilation systems shall be designed in accordance with Sections M1505.4.1 through M1505.4.4.
M1505.4.1 System design. The whole-house ventilation system shall consist of one or more supply fans((,))and one or more exhaust fans, or an ERV/HRV with ((integral)) fans providing both supply and exhaust, associated ducts and controls. Whole-house mechanical ventilation system supply and exhaust fans shall meet the requirements of Sections M1505.4.1.2, M1505.4.1.3, M1505.4.1.4, and M1505.4.1.5, where applicable. Local exhaust fans are permitted to serve as part of the whole-house ventilation system when provided with the proper controls in accordance with Section M1505.4.2. The systems shall be designed and installed to exhaust and/or supply the minimum outdoor airflow rates required by Section M1505.4.3 as modified by whole-house ventilation system coefficients in Section M1505.4.3.1 where applicable. The whole-house ventilation system shall operate continuously at not less than the minimum ventilation rate required by Section M1505.4.2 unless configured with intermittent off controls in accordance with Section M1505.4.3.2.
M1505.4.1.1 Whole-house system component requirements. Whole-house ventilation supply and exhaust fans specified in this section shall have a minimum efficacy as prescribed in the Washington State Energy Code. Design and installation of the system or equipment shall be carried out in accordance with manufacturers' installation instructions. Whole-house ventilation fans shall be rated for sound at no less than the minimum airflow rate required by Section M1505.4.3.1. Ventilation fans shall be rated for sound at a maximum of 1.0 sone. This sound rating shall be at a minimum of 0.1 in. w.c. (25 Pa) static pressure in accordance with HVI procedures specified in Sections M1505.4.1.2 and M1505.4.1.3.
EXCEPTION: | HVAC air handlers, ERV/HRV units, and remote mounted fans need not meet the sound requirements. To be considered for this exception, a remote mounted fan must be mounted outside the habitable spaces, bathrooms, toilets, and hallways, and there must be at least 4 feet (1.3 m) of ductwork between the fan and the intake grille. |
The whole-house supply fan shall provide ducted outdoor ventilation air to each habitable space within the residential unit.
((EXCEPTION: | Interior joining spaces provided with a 30 cfm whole-house transfer fan or a permanent opening with an area of not less than 8 percent of the floor area of the interior adjoining space but not less than 25 square feet do not require ducted outdoor ventilation air to be supplied directly to the space. Whole-house transfer fans shall meet the sone rating of Section M1505.4.1.1 and shall have whole-house ventilation controls that comply with Section M1505.4.2.)) |
EXCEPTIONS: | 1. Interior adjoining spaces used for living or sleeping that are ventilated from another habitable space are not required to have outdoor air ducted directly to the interior adjoining space. For this case, the systems shall not be considered a distributed whole-house ventilation system and shall use the "not distributed" quality adjustment system coefficient in accordance with Section M1505.4.3.1. |
| 2. Interior adjacent rooms that are ventilated from another habitable space are not required to have outdoor air ducted directly to the interior adjacent room. For this case, the systems shall not be considered a distributed whole-house ventilation system and shall use the "not distributed" quality adjustment system coefficient in accordance with Section M1505.4.3.1. The interior adjacent room shall be provided with a transfer fan with a minimum airflow rate of 30 cfm or with relief air inlet with a minimum airflow of 20 cfm that is connected to the exhaust relief air inlet of an ERV/HRV whole-house ventilation system. Transfer fans that ventilate interior adjacent rooms shall meet the sone rating in Section 1505.4.1.1 and shall have whole-house ventilation controls in accordance with Section 1505.4.2. |
M1505.4.1.2 Exhaust fans. Exhaust fans required shall be ducted directly to the outside. Exhaust air outlets shall be designed to limit the pressure difference to the outside and equipped with backdraft dampers or motorized dampers in accordance with the Washington State Energy Code. Exhaust fans shall be HVI-approved laboratory tested and rated in accordance with the airflow and sound rating procedures of the Home Ventilating Institute (HVI 915, HVI Loudness Testing and Rating Procedure, HVI 916, HVI Airflow Test Procedure, and HVI 920, HVI Product Performance Certification Procedure, as applicable). Exhaust fans required in this section may be used to provide local ventilation. Bathroom exhaust fans that are designed for intermittent exhaust airflow rates higher than the continuous exhaust airflow rates in Table M1505.4.3.2 shall be provided with occupancy sensors or humidity sensors to automatically override the fan to the high speed airflow rate. The exhaust fans shall be field tested and verified, and the testing results shall be submitted and posted in accordance with Section M1505.4.1.6.
M1505.4.1.3 Supply fans. Supply fans used in meeting the requirements of this section shall supply outdoor air from intake openings in accordance with the Sections R325.4, R325.5, and withInternational Mechanical Code Section((s)) 401.4 ((and 401.5))Item 3. When designed for intermittent off operation, supply systems shall be equipped with motorized dampers in accordance with the Washington State Energy Code. Supply fans shall be HVI-approved laboratory tested and rated in accordance with the airflow and sound rating procedures of the Home Ventilating Institute (HVI 915, HVI Loudness Testing and Rating Procedure, HVI 916, HVI Airflow Test Procedure, and HVI 920, HVI Product Performance Certification Procedure, as applicable). Where outdoor air is provided by supply fan systems the outdoor air shall be filtered. The filter shall be accessible for regular maintenance and replacement. The filter shall have a Minimum Efficiency Rating Value (MERV) of at least 8.
M1505.4.1.4 Balanced whole-house ventilation system. A balanced whole-house ventilation system shall include both supply and exhaust fans. The supply and exhaust fans shall have airflow that is within 10 percent of each other. The field tested and balanced total mechanical exhaust airflow rate is within 10 percent or 5 cfm, whichever is greater, of the total mechanical supply airflow rate. The ((flow))airflow rate test results shall be submitted and posted in accordance with Section M1505.4.1.7. The exhaust fan shall meet the requirements of Section M1505.4.1.2. The supply fan shall meet the requirements of Section M1505.4.1.3. Balanced ventilation systems with both supply and exhaust fans in a packaged product, such as an ERV/HRV shall meet the requirements of HVI 920, as applicable. Local exhaust systems that are not a component of the whole-house mechanical ventilation system are exempt from the balanced airflow calculation.
M1505.4.1.5 Furnace integrated supply. Systems using space heating and/or cooling air handler fans for outdoor air supply distribution are not permitted.
EXCEPTION: | Air handler fans shall have multispeed or variable speed supply airflow control capability with a low speed operation not greater than 25 percent of the rated supply airflow capacity during ventilation only operation. Outdoor air intake openings must meet the provisions of Sections R303.5 and R303.6 and must include a motorized damper that is activated by the whole-house ventilation system controller. The motorized damper must be controlled to maintain the outdoor airflow intake airflow within 10 percent of the whole-house mechanical exhaust airflow rate. The ((flow))airflow rate for the outdoor air intake must be field tested and verified at the minimum ventilation fan speed and the maximum heating or cooling fan speed. The results of the test shall be submitted and posted in accordance with Section M1505.4.1.7. |
M1505.4.1.6 Testing. Whole-house mechanical ventilation systems shall be field tested, balanced and verified to provide ((a flow))an airflow rate not less than the minimum required by Sections M1505.4.3 and M1505.4.4.1. Testing shall be performed according to the ventilation equipment manufacturer's instructions, or by using a flow hood, flow grid, or other airflow measuring device at the mechanical ventilation fan's inlet terminals, outlet terminals or grilles or in the connected ventilation ducts. Where required by the building official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the building official and be posted in the dwelling unit per Section M1505.4.1.7.
M1505.4.1.7 Certificate. A permanent certificate shall be completed by the mechanical contractor, test and balance contractor or other approved party and posted on a wall in the space where the furnace is located, a utility room, or an approved location inside the building. When located on an electrical panel, the certificate shall not cover or obstruct the visibility of the circuit directory label, service disconnect label, or other required labels. The certificate shall list the flow rate determined from the delivered airflow of the whole-house mechanical ventilation system as installed and the type of mechanical whole-house ventilation system used to comply with Section M1505.4.3.1.
M1505.4.2 System controls. The whole-house mechanical ventilation system shall be provided with controls that comply with the following:
1. The whole-house ventilation system shall be controlled with manual switches, timers or other means that provide for automatic operation of the ventilation system that are readily accessible by the occupant;
2. Whole-house mechanical ventilation system shall be provided with controls that enable manual override off of the system by the occupant during periods of poor outdoor air quality. Controls shall include permanent text or a symbol indicating their function. Recommended control permanent labeling to include text similar to the following: "Leave on unless outdoor air quality is very poor." Manual controls shall be readily accessible by the occupant;
3. Whole-house ventilation systems shall be configured to operate continuously except where intermittent off controls and sizing are provided in accordance with Section M1505.4.3.2.
M1505.4.3 Mechanical ventilation rate. The whole-house mechanical ventilation system shall provide outdoor air at a continuous rate as determined in accordance with Table M1505.4.3(1) or Equation 15-1.
Equation 15-1
Ventilation rate in cubic feet per minute = (0.01 × total square foot area of house) + [7.5 × (number of bedrooms + 1)] but not less than 30 cfm for each dwelling unit
Table M1505.4.3(1)
Whole-House Mechanical Ventilation Airflow Rate
| Number of Bedrooms |
Dwelling Unit Floor Area (square feet) | 0 - 1 | 2 | 3 | 4 | 5 or more |
| Airflow in cfm |
< 500 | 30 | 30 | 35 | 45 | 50 |
501 - 1,000 | 30 | 35 | 40 | 50 | 55 |
1,001 - 1,500 | 30 | 40 | 45 | 55 | 60 |
1,501 - 2,000 | 35 | 45 | 50 | 60 | 65 |
2,001 - 2,500 | 40 | 50 | 55 | 65 | 70 |
2,501 - 3,000 | 45 | 55 | 60 | 70 | 75 |
3,001 - 3,500 | 50 | 60 | 65 | 75 | 80 |
3,501 - 4,000 | 55 | 65 | 70 | 80 | 85 |
4,001 - 4,500 | 60 | 70 | 75 | 85 | 90 |
4,501 - 5,000 | 65 | 75 | 80 | 90 | 95 |
M1505.4.3.1 Ventilation quality adjustment. The minimum whole-house ventilation rate from Section 1505.4.3 shall be adjusted by the system coefficient in Table M1505.4.3(2) based on the system type not meeting the definition of a balanced whole-house ventilation system and/or not meeting the definition of a distributed whole-house ventilation system.
Qv = Qr * Csystem
(Equation 15-2)
Where: | | |
Qv | = | Quality-adjusted ventilation airflow rate in cubic feet per minute (cfm). |
Qr | = | Ventilation airflow rate, cubic feet per minute (cfm) from Equation 15-1 or Table M1505.4.3(1). |
Csystem | = | System coefficient from Table 1505.4.3(2). |
Table M1505.4.3(2)
System Coefficient (Csystem)
System Type | Distributed | Not Distributed |
Balanced | 1.0 | 1.25 |
Not balanced | 1.25 | 1.5 |
M1505.4.3.2 Intermittent off operation. Whole-house mechanical ventilation systems shall be provided with advanced controls that are configured to operate the system with intermittent off operation shall operate for a least two hours in each four-hour segment. The whole-house ventilation airflow rate determined in accordance with Section M1505.4.3 as corrected by Section M1505.4.3.1 is multiplied by the factor determined in accordance with Table M1505.4.3.2.
Table M1505.4.3.2
Intermittent Off Whole-House Mechanical Ventilation Rate Factorsa,b
Run-time % in Each 4-hour Segment | 50% | 66% | 75% | 100% |
Factora | 2 | 1.5 | 1.3 | 1.0 |
a. For ventilation system run-time values between those given, the factors are permitted to be determined by interpolation.
b. Extrapolation beyond the table is prohibited.
((M1505.4.4))M1505.5 Local exhaust rates.Local exhaust systems shall be designed to have the capacity to exhaust the minimum airflow rate determined in accordance with Table ((M1505.4.4.1))M1505.5.1. If the local exhaust fan is included in the whole-house ventilation system, in accordance with Section 1505.4.1, then the exhaust fan shall be controlled to operate as specified in Section M1505.4.2.
((M1505.4.4.1))M1505.5.1 Local exhaust. Bathrooms, toilet rooms, and kitchens shall include a local exhaust system. Such local exhaust systems shall have the capacity to exhaust the minimum airflow rate in accordance with Table ((M1505.4.4.1))M1505.5.1. Fans required by this section shall be provided with controls that enable manual override or automatic occupancy sensor, humidity sensor, timer controls, or pollutant sensor controls. An "on/off" switch shall meet this requirement for manual controls. Manual fan controls shall be readily accessible in the room served by the fan.
Table ((M1505.4.4.1))M1505.5.1
Minimum Local Exhaust Rates
Area to Be Exhausted | Exhaust Rates |
Intermittent | Continuous |
Open Kitchens | In accordance with Section M1505.4.4.3 | Not Permitted |
Enclosed Kitchens | In accordance with Section M1505.4.4.3 | 5 ACH based on kitchen volume |
Bathrooms - Toilet rooms | 50 cfm | 20 cfm |
((M1505.4.4.2))M1505.5.2 Local exhaust fans. Exhaust fans and systems shall meet the following criteria:
1. Exhaust fans shall be HVI-approved laboratory tested and rated in accordance with the airflow and sound rating procedures of the Home Ventilating Institute (HVI 915, HVI Loudness Testing and Rating Procedure, HVI 916, HVI Airflow Test Procedure, and HVI 920, HVI Product Performance Certification Procedure).
2. ((Fan airflow rating and duct))The system shall be designed and installed in accordance with manufacturers' instructions to deliver at least the exhaust airflow required by Table ((M1505.4.4.1))M1505.5.1. The airflows required refer to the delivered airflow of the system as installed and ((tested using a flow hood, flow grid, or other airflow measurement device. Local exhaust systems shall be tested, balanced, and verified to provide a flow rate not less than the minimum required by this section.
3. Design and installation of the system or equipment shall be carried out in accordance with manufacturers' installation instructions))field verified in accordance with Section M1505.5.2.
((4.))3. Intermittent local exhaust ((systems))fans serving kitchens shall be rated for sound at a maximum of 3 sones at one or more airflow settings not less than 100 cfm at a static pressure not less than that determined at working speed as specified in HVI 916 Section 7.2.
((5.))4. Continuous local exhaust ((systems))fans serving kitchens shall be rated for sound at a maximum of 1 sone at one or more airflow settings not less than 100 cfm at a static pressure not less than that determined at working speed as specified in HVI 916 Section 7.2.
EXCEPTIONS: | 1. The installed airflow is not required to be field-verified where an exhaust airflow rating at a pressure of 0.25 in. w.g. is used, provided the duct sizing meets the prescriptive requirements of Table ((M1505.4.4.2))M1505.5.2. |
| 2. Remote mounted fans need not meet sound requirements. To be considered for this exception, a remote mounted fan shall be mounted outside the kitchen, and there shall be at least 4 feet (1 m) of ductwork between the fan and the intake grille. |
Table ((M1505.4.4.2))M1505.5.2
Prescriptive Exhaust Duct Sizing
((Fan Tested cfm at 0.25 inches w.g. | Minimum Flex Diameter | Maximum Length in Feet | Minimum Smooth Diameter | Maximum Length in Feet | Maximum Elbowsa |
50 | 4 inches | 25 | 4 inches | 70 | 3 |
50 | 5 inches | 90 | 5 inches | 100 | 3 |
50 | 6 inches | No Limit | 6 inches | No Limit | 3 |
80 | 4 inchesb | NA | 4 inches | 20 | 3 |
80 | 5 inches | 15 | 5 inches | 100 | 3 |
80 | 6 inches | 90 | 6 inches | No Limit | 3 |
100 | 5 inchesb | NA | 5 inches | 50 | 3 |
100 | 6 inches | 45 | 6 inches | No Limit | 3 |
125 | 6 inches | 15 | 6 inches | No Limit | 3 |
125 | 7 inches | 70 | 7 inches | No Limit | 3 |
a. For each additional elbow, subtract 10 feet from length.
b. Flex ducts of this diameter are not permitted with fans of this size.
M1505.4.4.3))
Fan Airflow Rating, CFM, at static pressure ≥ 0.25 in. w.c. | ≤50 | ≤80 | ≤100 | ≤125 | ≤150 | ≤175 | ≤200 | ≤250 | ≤350 | ≤400 | ≤450 | ≤700 | ≤800 |
Duct Type | Minimum Equivalent Diameter, in. a, b, c, f, g |
Rigid Duct | 4d | 5 | 5 | 6 | 6 | 7 | 7 | 8 | 9 | 10 | 10 | 12 | 12c |
Flex Duct | 4 | 5 | 6 | 6 | 7 | 7 | 8 | 8 | 9 | 10 | NP | NP | NP |
a. For circular ducts, the equivalent diameter, De, is equal to the duct diameter. For rectangular ducts with cross-sectional dimensions a and b, De = √4(ab)/π.
b. NP = application of the prescriptive table is not permitted for this scenario.
c. For this scenario, use of elbows is not permitted.
d. For this scenario, 4 in. oval duct shall be permitted, provided the minor axis of the oval is not less than 3 in. (75 mm).
e. 3.25" × 10" rectangular duct shall be permitted as a substitute for circular duct diameters up to 6".
f. 25" × 14" rectangular duct shall be permitted as a substitute for circular duct diameters up to 7".
g. 4.5" × 18" rectangular duct shall be permitted as a substitute for circular duct diameters up to 10".
M1505.5.3 Duct length. The length of local exhaust ducts shall comply with not less than one of the following.
1. Duct length shall not be limited where the airflow rate of the installed ventilating equipment is field verified by the installer or approved third party to be not less than that required by Table 1505.5.2. Field verification shall be performed using an integrated diagnostic tool, flow hood, flow grid, or other airflow measuring device.
2. Duct length shall not exceed 25 feet, provided that the following conditions are met:
2.1. There are no more than three elbows.
2.2. The rated airflow used to comply with Table 1505.5.2 is determined at not less than 0.25 in. w.c.
2.3. The equivalent diameter of the duct is not less than that determined using Table 1505.5.2 at the rated airflow used to comply with Table 1505.5.2.
2.4. Where flex duct is used, it shall be fully extended, and any flex duct bends shall have a bend radius to duct diameter ratio of not less than 1.0.
3. Where a kitchen range hood's rated nominal installed airflow, determined in accordance with HVI 920, is used to comply with Table 1505.5.2, a duct length of 10 feet shall be permitted, provided that there are not more than two elbows and that the equivalent diameter of the duct is not less than the equivalent diameter of the rating.
M1505.5.4 Local intermittent kitchen exhaust system.Local intermittent kitchen range hoods for domestic cooking appliances shall meet or exceed either the minimum airflow or the minimum capture efficiency in accordance with Table ((M1505.4.4.3))M1505.5.4. Capture efficiency ratings shall be determined in accordance with ASTM E3087.
EXCEPTION: | Other intermittent kitchen exhaust fans, including downdraft, shall meet or exceed 300 cfm airflow. |
Table ((M1505.4.4.3))M1505.5.4
Kitchen Range Hood Airflow Rates (cfm) and ASTM E3087 Capture Efficiency (CE) Ratings According to Kitchen Range Fuel Type
Hood Over Electric Range | Hood Over Combustion Range |
65% CE or 160 cfm | 80% CE or 250 cfm |
((M1505.4.4.3.1))M1505.5.4.1 Field verification and diagnostic testing for local intermittent kitchen exhaust system. The local exhaust system for kitchens shall be installed to comply with local mechanical exhaust requirements specified in ((Section M1505.4.4.3 and shall be field verified in accordance with the procedures below to confirm the model is rated by HVI or AHAM to comply with the following requirements))Table M1505.4.4.4 and the local exhaust system for kitchens shall be either field tested and verified in accordance with the following procedures in Item 1 or shall be field verified to confirm the installed model below in Item 2:
1. ((Local intermittent exhaust systems for kitchens shall be tested and verified to provide a minimum airflow rate or capture efficiency required by Table M1505.4.4.3. Testing shall include verification of the maximum sound rating as specified in Section M1505.4.4.3.2))Where an airflow rate is used to comply with Section M1505.5.3 and the airflow rate is verified in accordance with Item 1 of Section M1505.5.3, the field shall also comply with the following requirements.
1.1. Testing ((for the intermittent kitchen exhaust systems)) shall occur with the whole-house ventilation system operating and with all dwelling unit or sleeping unit entry doors closed.
1.2. Testing for a kitchen exhaust system((s)) that requires makeup air in accordance with Section M1503.6 shall include verifying that the mechanical makeup air system is open and verifying that the mechanical makeup air system is controlled to automatically start.
1.3. Testing for a kitchen exhaust system((s)) that ((do))does not require mechanical makeup air in accordance with Section M1503.6 and that ((are))is exempt from pressurize equalization shall be ((tested))conducted with operable openings manually opened unless design exhaust airflow can be achieved with all operable openings closed. ((Testing shall be performed according to the ventilation equipment manufacturer's instructions, or by using a flow hood, flow grid, or other airflow measuring device.))
1.4. Where required by the building official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the building official.
((EXCEPTION: | The installed airflow is not required to be field-verified where an exhaust airflow rating at a pressure of 0.25 in. w.g. is used, provided the duct sizing meets the prescriptive requirements of Table M1505.4.4.2.)) |
2. ((The))Field verification shall utilize certified rating data from the HVI Publication 911, AHAM-Certified Range Hood Directory, or another directory of certified product performance ratings approved by the code official for determining compliance. The field verification procedure shall consist of visual inspection of the local intermittent kitchen exhaust system to verify and record the following information:
2.1. The manufacturer name and model number.
2.2. The model is listed in the HVI, AHAM, or equivalent directory.
2.3. The rated airflow value or capture efficiency value, as applicable, listed in the HVI, AHAM, or equivalent directory.
2.4. The sound rating value listed in the HVI, AHAM, or equivalent directory.
2.5. If the value for the rated airflow or capture efficiency given in the directory is greater than or equal to the airflow requirements specified in Section M1505.4.4.3 and if the value for the sone rating given in the directory is less than or equal to the sone rating requirements specified in Section ((M1505.4.4.2))M1505.5.2, then the local intermittent kitchen exhaust system complies, otherwise the local intermittent kitchen exhaust system does not comply.
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. AMENDATORY SECTION(Amending WSR 23-23-104, filed 11/15/23, effective 3/16/24)
WAC 51-51-2000Chapter 20—Boilers and water heaters.
Informational Note: Boilers, water heaters and pressure vessels are regulated by chapter
70.79 RCW and chapter 296-104 WAC in addition to the requirements of this code.
Section M2001.1 Installation. In addition to the requirements of this code, the installation of boilers shall conform to the manufacturer's instructions. The manufacturer's rating data, the nameplate and operating instructions of a permanent type shall be attached to the boiler. Boilers shall have their controls set, adjusted and tested by the installer. A complete control diagram together with complete boiler operating instructions shall be furnished by the installer. Solid and liquid fuel-burning boilers shall be provided with combustion air as required by Chapter 17. Boilers using a refrigeration system shall also be installed in accordance with ASHRAE 15.2 or in accordance with Chapter 11 of the International Mechanical Code. Refrigeration systems containing carbon dioxide as the refrigerant shall be installed in accordance with Chapter 11 of the International Mechanical Code.
EXCEPTION: | Boilers using a refrigeration system with other than A1 or A2L refrigerants shall be installed in accordance with the International Mechanical Code. |
Section M2005.1 General. Water heaters shall be installed in accordance with Chapter 5 of the state plumbing code, the manufacturer's instructions and the requirements of this code. Water heaters installed in an attic shall comply with the requirements of Section M1305.1.2. Gas-fired water heaters shall comply with the requirements in Chapter 24. Domestic electric water heaters shall comply with UL 174. Oil-fired water heaters shall comply with UL 732. Thermal solar water heaters shall comply with Chapter 23 and UL 174. Solid fuel-fired water heaters shall comply with UL 2523. Water heaters using a refrigeration system shall also be installed in accordance with ASHRAE 15.2 or in accordance with Chapter 11 of the International Mechanical Code. Refrigeration systems containing carbon dioxide as the refrigerant shall be installed in accordance with Chapter 11 of the International Mechanical Code.
EXCEPTION: | Water heaters using a refrigeration system with other than A1 or A2L refrigerants shall be installed in accordance with the International Mechanical Code. |
NEW SECTION
WAC 51-51-2901Section P2901—General.
NEW SECTION
WAC 51-51-2902Section P2902—Protection of potable water supply.
NEW SECTION
WAC 51-51-2903Section P2903—Water supply system.
AMENDATORY SECTION(Amending WSR 23-23-104, filed 11/15/23, effective 3/16/24)
WAC 51-51-2904Section P2904—Dwelling unit ((fire-sprinkler))automatic sprinkler systems.
P2904.1.1 Required sprinkler locations.Where required, sprinklers shall be installed to protect all areas of a dwelling unit.
EXCEPTIONS: | 1. Uninhabitable attics, crawl spaces and normally unoccupied concealed spaces that do not contain fuel-fired appliances do not require sprinklers. In uninhabitable attics, crawl spaces and normally unoccupied concealed spaces that contain fuel-fired equipment, a sprinkler shall be installed above the equipment; however, sprinklers shall not be required in the remainder of the space. |
| 2. Clothes closets, linen closets and pantries not exceeding 24 square feet (2.2 m2) in area, with the smallest dimension not greater than 3 feet (915 mm) and having wall and ceiling surfaces of gypsum board. |
| 3. Bathrooms not more than 55 square feet (5.1 m2) in area. |
| 4. Garages; carports; exterior porches; unheated entry areas, such as mud rooms, that are adjacent to an exterior door; and similar areas. |
NEW SECTION
WAC 51-51-2905Section P2905—Heated water distribution systems.
NEW SECTION
WAC 51-51-2906Section P2906—Materials, joints, and connections.
NEW SECTION
WAC 51-51-2907Section P2907—Changes in direction.
NEW SECTION
WAC 51-51-2908Section P2908—Support.
NEW SECTION
WAC 51-51-2909Section P2909—Drinking water treatment units.
NEW SECTION
WAC 51-51-2910Section P2910—Nonpotable water systems.
NEW SECTION
WAC 51-51-2911Section P2911—On-site nonpotable water reuse systems.
NEW SECTION
WAC 51-51-2912Section P2912—Nonpotable rainwater collection and distribution systems.
NEW SECTION
WAC 51-51-2913Section P2913—Reclaimed water system.
AMENDATORY SECTION(Amending WSR 23-23-104, filed 11/15/23, effective 3/16/24)
WAC 51-51-4400Referenced standards.
AHAM
Association of Home Appliance Manufacturers
1111 19th St N.W., #402
Washington D.C. 20036
HRH-2-2019: Household Range Hoods.
M1505.4.4.2
Certified Range Hood Directory.
M1505.4.4.3.1
ANCE
NMX-J-521/2-40-ANCE—2019/CAN/CSA-22.2 No. 60335-2-40—19/UL 60335-2-40-2019 Household and Similar Electrical Appliances - Safety-Part 2-40: Particular Requirements for Electric Heat Pumps, Air-Conditioners and Dehumidifiers.
M1403.1, M1412.1, M1413.1
ANSI
((LC 1/CSA 6.26—18))CSA/ANSI LC 1-19/CSA 6.26-19: Fuel Gas Piping Systems Using Corrugated Stainless Steel Tubing (CSST).
G2414.5.4, G2411.3, G2415.5
403.5.5
ASHRAE
15.2-2024: Safety Standard for Refrigeration Systems in Residential Applications.
M1401.1
((34—2019))34-2024: Designation and Safety Classification of Refrigerants.
M1411.1
((62.2-2019))62.2-2022: Ventilation and Acceptable Indoor Air Quality in Residential Buildings.
M1505.1
ASTM
E2556/E2556M-2010 (2016): Standard Specification for Vapor Permeable Flexible Sheet Water-Resistive Barriers Intended for Mechanical Attachment.
M1411.1
E2558-2013: Standard Test Method for Determining Particulate Matter Emissions from Fires in Wood-burning Fireplaces.
R1004.1.1
E3087—18: Standard Test Method for Measuring Capture Efficiency of Domestic Range Hoods.
M1505.4.4.3.2, Table M1505.4.4.3
CSA
CAN/CSA/C22.2 No. 60335-2-40—2012 60335-2-40—2019
NMX-J-521/2-40-ANCE—2019/CAN/CSA-C22.2 No. 60335-2-40—19/UL 60335-2-40-2019 Household and Similar Electric Appliances, Part 2-40-Safety: Particular Requirements for Electric Heat Pumps, Air-Conditioners and Dehumidifiers.
M2006.1
HVI
HVI Publication 911: Certified Home Ventilation Products Directory.
M1505.4.4.3.1
HVI Publication 915 (2016 with 2020 Update): Procedure for Loudness Rating of Residential Fan Products.
M1505.4.1.2, M1505.4.1.3, M1505.4.4.2
HVI Publication 916 (2015 with 2020 Update): Air Flow Test Procedure.
M1505.4.1.2, M1505.4.1.3, M1505.4.4.2
HVI Publication 920 (2020): Product Performance Certification Procedure Including Verification and Challenge.
M1505.4.1.2, M1505.4.1.3, M1505.4.1.5, M1505.4.4.2
NFPA
70-23 National Electrical Code.
R107.3, R329.3, R330.1, R330.2, R330.10, R905.15, R907.1, N1104.7.4, N1104.7.5, N1109.2, E3401.1, E3401.2, E4301.1, Table E4303.2, E4304.3, E4304.4
72-22 National Fire Alarm and Signaling Code.
R310.1, R310.7.1, R311.7.1, and 311.7.2
855-2026 Standard for the Installation of Stationary Energy Storage Systems.
R330.1, R330.2, R330.5, R330.9
UL
UL/CSA/ANCE 60335-2-40—2019 Household and Similar Electrical Appliances Safety-Part 2-40: Particular Requirements for Electrical Heat Pumps, Air Conditioners and Dehumidifiers.
M1403.1, M1412.1, M1413.1
9540-2023 Standard for Energy Storage Systems and Equipment-with Revisions through March 2025.
R330.2
NEW SECTION
WAC 51-51-5000Appendix BB—Tiny houses.
BB102 Definitions.
EGRESS ROOF ACCESS WINDOW. Not adopted.
LANDING PLATFORM. A landing provided as the top step of a stairway accessing a loft.
LOFT. Not adopted.
TINY HOUSE. A dwelling unit that is 400 square feet (37 m2) or less in floor area excluding lofts.
BB103.1 Minimum ceiling height. Habitable space in tiny houses shall have a ceiling height of not less than 6 feet 8 inches (2032 mm). Bathrooms, toilet rooms, and kitchens shall have a ceiling height of not less than 6 feet 4 inches (1930 mm). Obstructions including, but not limited to, beams, girders, ducts, and lighting, shall not extend below these minimum ceiling heights.
EXCEPTION: | Ceiling heights in lofts shall be in accordance with Section R315. |
BB104 Lofts. Not adopted.
BB105 Emergency escape and rescue openings. Not adopted.
BB106.1 Air leakage testing. The air leakage rate for tiny houses shall not exceed 0.25 cubic feet per minute at 50 Pascals of pressure per square foot of the dwelling unit enclosure area. The dwelling unit enclosure area shall be the sum of the areas of ceilings, floors, and walls that separate the conditioned space of a dwelling unit from the exterior, its adjacent unconditioned spaces and adjacent dwelling units. The air leakage testing shall be in accordance with RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed after the continuous air barrier, including all penetrations, is completed and sealed. During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weather stripping or other infiltration control measures.
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures.
3. Interior doors, if installed at the time of the test, shall be open.
4. Exterior louvers for continuous ventilation systems and heat recovery ventilators shall be closed and sealed.
5. Heating and cooling systems, if installed at the time of the test, shall be turned off.
6. Supply and return registers, if installed at the time of the test, shall be fully open.
BB106.2 Alternative compliance. Not adopted.
NEW SECTION
WAC 51-51-5300Appendix BE—Radon control methods.
BE101.1 General. This appendix contains requirements for new construction in jurisdictions where radon-resistant construction is required.
Inclusion of this appendix by jurisdictions shall be required in high radon potential counties as determined in Figure BE101 and as listed in Table BE101(1).
Unvented crawl spaces are not permitted in any high radon potential county. In other areas, requirements of this appendix apply to any structure constructed with unvented crawl spaces as specified in R408.3.
Figure BE101.1 EPA MAP OF RADON ZONES
TABLE BE101.1 HIGH RADON POTENTIAL (ZONE 1) COUNTIESa
WASHINGTON |
Clark |
Ferry |
Okanogan |
Pend Orielle |
Skamania |
Spokane |
Stevens |
a. EPA recommends that this county listing be supplemented with other available state and local data to further understand the radon potential of Zone 1 areas.
BE103.1 General. The following construction techniques are intended to resist radon entry and prepare the I for post-construction radon mitigation, if necessary (see Figure BE103.1). These techniques are required in high radon potential counties designated in Table BE101.1.
NEW SECTION
WAC 51-51-5700Appendix BI—Light straw-clay construction.
The provisions contained in this appendix are not mandatory unless specifically referenced in the adopting ordinance. The provisions contained in this appendix are ready to be adopted for use by local jurisdictions in the state of Washington.
BI101.1 Scope. This appendix shall govern the use of light straw-clay as a nonbearing building material and wall infill system in Seismic Design Categories A and B. Use of light straw-clay in Seismic Design Categories C, D0, D1, D2, and E shall require an approved engineered design by a registered design professional in accordance with Section R301.1.3.
BI103.6 Special inspections. The building official has the authority to require the owner to employ a special inspector during construction of specific types of work described in this appendix.
BI104.1 Thermal characteristics. Walls with light straw-clay infill of densities greater than or equal to 20 pounds per cubic foot (480.6 kg/m3) shall be classified as mass walls in accordance with WSEC Section R402.2.5 and shall meet the above grade wall U-factor requirement in WSEC Table R402.1.2. Walls with light straw-clay infill of densities less than 20 pounds per cubic foot (480.6 kg/m3) shall meet the R-value requirements for wood frame walls in WSEC Table R402.1.3.
NEW SECTION
WAC 51-51-5800Appendix BJ—Strawbale construction.
The provisions contained in this appendix are not mandatory unless specifically referenced in the adopting ordinance. The provisions contained in this appendix are ready to be adopted for use by local jurisdictions in the state of Washington.
BJ104.2 Purpose, and where required.Strawbale walls shall be finished so as to provide mechanical protection, fire resistance and protection from weather and to restrict the passage of air through the bales, in accordance with this appendix and this code. Vertical strawbale wall surfaces shall receive a coat of plaster not less than 3/8 inch (10 mm) thick, or greater where required elsewhere in this appendix, or shall fit tightly against a solid wall panel or dense-packed cellulose insulation with a density of not less than 3.5 pounds per cubic foot (56 kg/m3) blown into an adjacent framed wall. The tops of strawbale walls shall receive a coat of plaster not less than 3/8 inch (10 mm) thick or be tightly covered by gypsum board or a roof-bearing assembly.
EXCEPTION: | Truth windows shall be permitted where a fire-resistance rating is not required. Weather-exposed truth windows shall be fitted with a weather-tight cover. Interior truth windows in Climate Zones 5, and Marine 4 shall be fitted with an airtight cover. |
BJ105.6.2 Interior vapor retarders. Wall finishes shall have an equivalent vapor permeance rating of a Class III vapor retarder on the interior side of exterior strawbale walls in Climate Zones 5 and Marine 4, as defined in WSEC R301. Bale walls enclosing showers or steam rooms shall be protected on the interior side by a Class I or Class II vapor retarder.
BJ105.6.3 Penetrations in exterior strawbale walls. Penetrations in exterior strawbale walls shall be sealed with an approved sealant or gasket on the exterior side of the wall in all climate zones. Penetrations and joints at the floor and ceiling shall be sealed on the interior side of the wall in Climate Zones 5 and Marine 4, as defined in WSEC R301.
BJ105.7.1 Special inspections. The building official has the authority to require the owner to employ a special inspector during construction of specific types of work described in this appendix.
NEW SECTION
WAC 51-51-5900Appendix BK—Cob construction (monolithic adobe).
The provisions contained in this appendix are not mandatory unless specifically referenced in the adopting ordinance. The provisions contained in this appendix are ready to be adopted for use by local jurisdictions in the state of Washington.
BK105.4.4 Separation of cob and finished grade.Cob shall be not less than 8 inches (203 mm) above finished grade.
EXCEPTION: | The minimum separation shall be 4 inches (102 mm) in climate zone 5B as noted in WSEC Table R301.1, and shall be 2 inches (51 mm) on walls that are not weather exposed. |
BK105.5.1 Special inspections. The building official has the authority to require the owner to employ a special inspector during construction of specific types of work described in this appendix.
BK109.1 Thermal characteristics.Cob walls shall be classified as mass walls in accordance with WSEC Section R402.2.5 and shall meet the U-factor requirements for above-grade walls in WSEC Table R402.1.2.
NEW SECTION
WAC 51-51-6000Appendix BL—Hemp-lime (hempcrete) construction.
The provisions contained in this appendix are not mandatory unless specifically referenced in the adopting ordinance. The provisions contained in this appendix are ready to be adopted for use by local jurisdictions in the state of Washington.
BL101.1 Scope. This appendix shall govern the use of hemp-lime as a nonstructural building material and wall infill system. Townhouses in Seismic Design Categories C, D0, D1, D2, and E and one- and two-family dwellings in Seismic Design Categories D0, D1, and D2 shall require an approved engineered design by a registered design professional in accordance with Section R301.1.3.
BL103.7.3 Penetrations in hemp-lime walls. Penetrations in exterior hemp-lime walls shall be sealed with an approved sealant or gasket on the exterior side of the wall in all climate zones and on the interior side of the wall in Climate Zones 5 and Marine 4, as defined in WSEC R301.
BL103.8 Special inspections. The building official has the authority to require the owner to employ a special inspector during construction of specific types of work described in this appendix.
BL105.1 Fire-resistance rating.Hemp-lime walls do not have a fire-resistance rating, except for walls constructed in accordance with Sections BL105.1.1, BL105.1.2, or BL105.1.3. Fire-resistance ratings for other hemp-lime wall assemblies shall be determined by testing in accordance with ASTM E119 or UL 263, or an analytical method in accordance with Section 703.2.2 of the Washington State Building Code.
BL105.1.1 One-hour rated hemp-lime wall with center stud framing. One-hour fire-resistance rated load-bearing hemp-lime center stud walls shall comply with all of the following:
1. Shall be constructed with center stud framing per Figure BL103.1(2) with 2x4 studs at 16 inches (406 mm). The framed wall height shall not exceed 10 feet (3.05 m). Staggered 2x4 blocking shall be installed at mid-height between the studs.
2. Hemp-lime complying with Sections BL103.6.1, BL103.6.2, and BL107.1 shall be spray applied in accordance with Section BL103.6.4 to a thickness of 12 inches (305 mm).
3. Exterior and interior plaster shall be lime plaster complying with Section BL104.3.5, and shall be applied with 1/4-inch (6.4 mm) coats to a thickness of 3/4 inch (19 mm) on the exterior and 1/2 inch (12.7 mm) on the interior. Fiberglass stucco lath shall be embedded in the first exterior and interior coats.
BL105.1.2 One-hour rated hemp-lime wall with exterior stud framing. One-hour fire-resistance rated load-bearing hemp-lime exterior stud walls shall comply with all of the following:
1. Shall be constructed with exterior stud framing per Figure BL103.1(3) with 2x6 studs at 16 inches (406 mm). The framed wall height shall not exceed 10 feet (3.05 m). 2x4 on-edge blocking shall be installed at 5 feet (1.52 m) and 9 feet (2.74 m) between the studs and flush with their exterior face. 2x2 anchorage at 16 inches (406 mm) shall be fastened horizontally to inside face of the studs with 16d nails, and vertically at 16 inches (406 mm) to the horizontal anchorage.
2. A vapor permeable combined water-resistive and air barrier shall be stapled with lapped and taped joints at the 2x4 on-edge blocking.
3. A .06 inch x 2 3/8-inch (1.5 mm x 60 mm) galvanized steel strap shall be installed diagonally from top plate to bottom plate and fastened to framing members per manufacturer's specifications.
4. 1x3 wood furring shall be installed vertically to each stud with 2 3/8 inch (60 mm) screws, and horizontally at 16 inches (406 mm) to the vertical furring.
5. 3/4-inch (19 mm) x 5 1/2-inch (127 mm) vertical wood siding shall be fastened at each horizontal furring member.
6. Hemp-lime complying with Sections BL103.6.1, BL103.6.2, and BL107.1 shall be spray applied in accordance with Section BL103.6.4 to a thickness of 12 inches (305 mm).
7. Interior plaster shall be lime plaster complying with Section BL104.3.5, and applied with 1/4–inch (6.4 mm) coats to a thickness of 1/2 inch (12.7 mm). Fiberglass stucco lath shall be embedded in the first coat.
BL105.1.3 One-hour rated hemp-lime wall with double stud framing. One-hour fire-resistance rated load-bearing hemp-lime double stud walls shall comply with all of the following:
1. Shall be constructed with double stud framing per Figure BL103.1(4), with exterior load-bearing 2x4 studs at 16 inches (406 mm) and interior nonload-bearing 2x3 studs at 24 inches (610 mm). The framed wall height shall not exceed 10 feet (3.05 m). 2x4 on-edge blocking shall be installed at 5 feet (1.52 m) and 9 feet (2.74 m) between the exterior studs and flush with their exterior face. Horizontal 2x4 anchorage shall be fastened to the interior face of the 2x4 studs at 30, 60, and 90 inches (.76, 1.52, and 2.29 m).
2. A vapor permeable combined water-resistive and air barrier shall be stapled with lapped and taped joints at the 2x4 on-edge blocking.
3. A .06 inch x 2 3/8-inch (1.5 mm x 60 mm) galvanized steel strap shall be installed diagonally from top plate to bottom plate and fastened to framing members per manufacturer's specifications.
4. 1x3 wood furring shall be installed vertically to each stud with 2 3/8 inch (60 mm) screws, and horizontally at 16 inches (406 mm) to the vertical furring.
5. 3/4-inch (19 mm) x 5 1/2-inch (127 mm) vertical wood siding shall be fastened at each horizontal furring member.
6. Hemp-lime complying with Sections BL103.6.1, BL103.6.2, and BL107.1 shall be spray applied in accordance with Section BL103.6.4 to a thickness of 12 inches (305 mm).
7. Interior plaster shall be lime plaster complying with Section BL104.3.5, and applied with 1/4–inch (6.4 mm) coats to a thickness of 1/2 inch (12.7 mm). Fiberglass stucco lath shall be embedded in the first coat.
BL106.1 Mass walls. Walls with hemp-lime infill shall be classified as mass walls in accordance with WSEC Section R402.2.5 and shall meet the U-factor requirements for above-grade walls in WSEC Table R402.1.2, when their heat capacity (C) is greater than or equal to 6 Btu/ft2 × °F (123 kJ/m2 × K) in Equation BL-1.
Equation BL-1
C=ρ×t×0.299 Btu/lb×°F
where: | | |
C | = | Heat capacity (Btu/ft2 × °F). |
ρ | = | Density of hemp-lime infill (pounds per cubic foot). |
t | = | Thickness of hemp-lime infill (feet). |
AMENDATORY SECTION(Amending WSR 07-01-090, filed 12/19/06, effective 7/1/07)
WAC 51-51-60101((Appendix F radon control methods.))Reserved.
((AF101.1 General. This appendix contains requirements for new construction in jurisdictions where radon-resistant construction is required.
Inclusion of this appendix by jurisdictions shall be required in high radon potential counties as determined in Figure AF101 and as listed in Table AF101(1).
Unvented crawl spaces are not permitted in any high radon potential county. In other areas, requirements of this appendix apply to any structure constructed with unvented crawl spaces as specified in R408.3.
TABLE AF101(1) HIGH RADON POTENTIAL (ZONE 1) COUNTIESA
washington: Clark, Ferry, Okanogan, Pend Oreille, Skamania, Spokane, Stevens.
a. EPA recommends that this county listing be supplemented with other available state and local data to further understand the radon potential of Zone 1 areas.))
AMENDATORY SECTION(Amending WSR 23-23-104, filed 11/15/23, effective 3/16/24)
WAC 51-51-60103((Section AF103—Requirements.))Reserved.
((AF103.1 General. The following construction techniques are intended to resist radon entry and prepare the building for post-construction radon mitigation, if necessary (see Figure AF103.1). These techniques are required in high radon potential counties designated in Table AF101(1).))
AMENDATORY SECTION(Amending WSR 23-23-104, filed 11/15/23, effective 3/16/24)
WAC 51-51-60104((Appendix AQ—Tiny houses.))Reserved.
((AQ102 Definitions.
EGRESS ROOF ACCESS WINDOW. See Chapter 2.
LANDING PLATFORM. See Chapter 2.
LOFT. See Chapter 2.
TINY HOUSE. A dwelling unit that is 400 square feet (37 m2) or less in floor area excluding sleeping lofts.
AQ103.1 Minimum ceiling height. Habitable space in tiny houses shall have a ceiling height of not less than 6 feet 8 inches (2032 mm). Bathrooms, toilet rooms and kitchens shall have a ceiling height of not less than 6 feet 4 inches (1930 mm). Obstructions including, but not limited to, beams, girders, ducts and lighting, shall not extend below these minimum ceiling heights.
EXCEPTION: | Ceiling heights in lofts shall be in accordance with Section R333. |
AQ104 Energy conservation.
AQ104.1 Air leakage testing. The air leakage rate for tiny houses shall not exceed 0.30 cfm at 50 Pascals of pressure per square foot of the dwelling unit enclosure area. Testing shall be conducted in accordance with RESNET/ICC 380, ASTM E 779 or ASTM E 1827 and reported at a pressure of 0.2 inch w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed after the continuous air barrier, including all penetrations, is completed and sealed.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weather stripping or other infiltration control measures.
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures.
3. Interior doors, if installed at the time of the test, shall be open.
4. Exterior louvers for continuous ventilation systems and heat recovery ventilators shall be closed and sealed.
5. Heating and cooling systems, if installed at the time of the test, shall be turned off.
6. Supply and return registers, if installed at the time of the test, shall be fully open.
AQ104.1.1 Whole-house mechanical ventilation. Where an air leakage rate not exceeding 0.30 cfm per ft of the dwelling unit enclosure area in accordance with Section AQ106.1 is provided, the tiny house shall be provided with whole-house mechanical ventilation in accordance with Section M1505.4.
AQ105 Emergency escape and rescue openings. This section is not adopted.
AQ106 Energy conservation. This section is not adopted.))
AMENDATORY SECTION(Amending WSR 23-23-104, filed 11/15/23, effective 3/16/24)
WAC 51-51-60105((Appendix U—Dwelling unit fire sprinkler systems.))Reserved.
((The design and installation of residential fire sprinkler systems shall be in accordance with the International Residential Code Section P2904 Dwelling Unit Fire Sprinkler Systems.
P2904.1.1 Required sprinkler locations. Sprinklers shall be installed to protect all areas of a dwelling unit.
EXCEPTIONS: | 1. Uninhabitable attics, crawl spaces and normally unoccupied concealed spaces that do not contain fuel-fired appliances do not require sprinklers. In uninhabitable attics, crawl spaces and normally unoccupied concealed spaces that contain fuel-fired equipment, a sprinkler shall be installed above the equipment; however, sprinklers shall not be required in the remainder of the space. |
| 2. Clothes closets, linen closets and pantries not exceeding 24 square feet (2.2 m2) in area, with the smallest dimension not greater than 3 feet (915 mm) and having wall and ceiling surfaces of gypsum board. |
| 3. Bathrooms not more than 55 square feet (5.1 m2) in area. |
| 4. Garages; carports; exterior porches; unheated entry areas, such as mud rooms, that are adjacent to an exterior door; and similar areas.)) |
AMENDATORY SECTION(Amending WSR 23-23-104, filed 11/15/23, effective 3/16/24)
WAC 51-51-60106((Appendix T—Solar-ready provisions-detached one- and two-family dwellings and townhouses.))Reserved.
((The provisions contained in this appendix are not mandatory unless specifically referenced in the adopting ordinance.
AT101 Scope.
AT102 General definitions.
AT102.1 General. The following term shall, for the purpose of this appendix, have the meaning shown herein.
Solar-ready zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a solar photovoltaic or solar water-heating system.
AT103 Solar ready zone.
AT103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 m2) exclusive of mandatory access or set back areas as required by this code. New townhouses three stories or less in height above grade plane and with a total floor area less than or equal to 2,000 square feet (185.8 m2) per dwelling shall have a solar-ready zone area of not less than 150 square feet (13.94 m2). The solar-ready zone shall be composed of areas not less than 5 feet (1.52 m) in width and not less than 80 square feet (7.44 m2) exclusive of access or set back areas as required in this code or the applicable provisions of the International Fire Code. No portion of the solar zone shall be located on a roof slope greater than 2:12 that faces within 45 degrees of true north.
AT103.6 Capped roof penetration sleeve. A capped roof penetration sleeve shall be provided adjacent to a solar-ready zone when the solar-ready zone has a roof slope of 2:12 or less. The capped roof penetration sleeve shall be sized to accommodate the future photovoltaic system conduit, but shall have an inside diameter not less than 1 1/4 inches.))
AMENDATORY SECTION(Amending WSR 23-23-104, filed 11/15/23, effective 3/16/24)
WAC 51-51-60107((Appendix AWV—Fire sprinklers.))Reserved.
((The provisions contained in this appendix are not mandatory unless specifically referenced in the adopting ordinance.
AWV107.1 Fire sprinklers. An approved automatic fire sprinkler system shall be installed in new one-family and two-family dwellings and townhouses in accordance with Appendix AWU.))
AMENDATORY SECTION(Amending WSR 23-23-104, filed 11/15/23, effective 3/16/24)
WAC 51-51-60108((Appendix Y—Construction and demolition material management.))Reserved.
((The provisions contained in this appendix are not mandatory unless specifically referenced in the adopting ordinance.
AWY101 General.
AWY101.1 Purpose. The purpose of this code section is to increase the reuse and recycling of construction and demolition materials.
AWY101.2 Scope. This code section applies to new buildings and structures construction, alterations to existing buildings and structures and the demolition of existing buildings and structures having a work area greater than 750 square feet (69.68 m2) or with a project value greater than $75,000, whichever is more restrictive.
EXCEPTION: | Projects determined to be unsafe. |
AWY102 General definitions.
AWY102.1 General. The following words and terms shall, for the purposes of this appendix, have the meanings shown herein. Refer to Chapter 2 of this code for general definitions.
Demolition. The process of razing, relocating, or removing an existing building or structure, or a portion thereof.
Divert, diverted, or diversion. The reuse, recycling, or beneficial use of construction and demolition materials.
Recycling. The process of transforming or remanufacturing waste materials into useable or marketable materials for use other than landfill disposal or incineration.
Reuse. The return of a material into the economic stream for use.
Salvage. The recovery of construction and demolition building material and components from a building or site in order to increase the reuse or repurpose potential of these materials and decrease the amount of material being sent to the landfill. Salvaged material may be sold, donated, or reused on site.
AWY103 Construction and demolition material management.
AWY103.1 Collection containers. All sites where recyclable construction and demolition materials are generated and transported for recycling must provide a separate container for nonrecyclable materials pursuant to WAC 173-345-040.
AWY103.2 Salvage assessment. A salvage assessment shall be submitted prior to permit issuance. The salvage assessment shall identify the building components of an existing building that, if removed, have the potential to be reused. This assessment shall be signed by the owner and serve as an affidavit stating that the project shall be executed in compliance with the requirements of this code.
EXCEPTION: | Projects that include only new construction. |
AWY103.3 Waste diversion report. A waste diversion report shall be submitted prior to issuance of the Certificate of Occupancy or approval of final inspection. The waste diversion report shall identify the following:
1. Weight or volume of project-generated construction and demolition material;
2. Whether the material was disposed in a landfill or diverted;
3. The hauler of the material;
4. The receiving facility or location; and
5. The date materials were accepted by the receiving facility or location.))
AMENDATORY SECTION(Amending WSR 23-23-104, filed 11/15/23, effective 3/16/24)
WAC 51-51-60109((Appendix Z—Building deconstruction.))Reserved.
((The provisions contained in this appendix are not mandatory unless specifically referenced in the adopting ordinance.
AWZ101 General.
AWZ101.1 Purpose. The purpose of this section is to increase the amount of material salvaged for reuse through the act of deconstruction when a building or structure is demolished. Used sawn lumber is permitted to be reused in accordance with Section R602.1.1.1.
AWZ101.2 Scope. This section applies to existing dwellings, townhouses, and accessory structures permitted to be demolished that are greater than 750 square feet (69.68 m2) and meet one of the following:
1. The structure has been identified as a historic building; or
2. The structure was built 90, or more, years ago.
EXCEPTIONS: | 1. The structure is determined to be unsafe by the engineer of record; |
| 2. The structure shall be relocated; |
| 3. The engineer of record determines that 50 percent, by weight, of the material in the structure that is not concrete, is not suitable for reuse. |
AWZ102 General definitions.
AWZ102.1 General. The following words and terms shall, for the purposes of this appendix, have the meanings shown herein. Refer to Chapter 2 of this code for general definitions.
Deconstruction. The systematic disassembly of a structure, in order to salvage building materials or components for the primary purpose of reusing materials to the maximum extent possible, with a secondary purpose of recycling the remaining materials.
Demolition. The process of razing, relocating, or removing an existing building or structure, or a portion thereof.
Heavy machinery. Heavy machinery includes, but is not limited to, track hoes, excavators, skid steer loaders, or forklifts.
Recycling. The process of transforming or remanufacturing waste materials into useable or marketable materials for use other than landfill disposal or incineration.
Reuse. The return of a material into the economic stream for use.
Salvage. The recovery of construction and demolition building material and components from a building or site in order to increase the reuse or repurpose potential of these materials and decrease the amount of material being sent to the landfill. Salvaged material may be sold, donated, or reused.
AWZ103 Deconstruction.
AWZ103.1 Deconstruction. Buildings and structures meeting the requirements of Section AZ101.2 shall be deconstructed.
AWZ103.2 Heavy machinery. Heavy machinery may not be used in deconstruction to remove or dismantle components of buildings and structures in ways that render the components unsuitable for salvage.))
NEW SECTION
WAC 51-51-7300Appendix NB—Solar-ready provisions-detached one- and two-family dwellings and townhouses.
The provisions contained in this appendix are not mandatory unless specifically referenced in the adopting ordinance. The provisions contained in this appendix are ready to be adopted for use by local jurisdictions in the state of Washington.
NB102.1 General. The following term shall, for the purpose of this appendix, have the meaning shown herein.
SOLAR-READY ZONE. A section or sections of the roof or building overhang designated and reserved for the future installation of a solar photovoltaic or solar water-heating system.
NB103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 m2) exclusive of mandatory access or set back areas as required by this code. New townhouses three stories or less in height above grade plane and with a total floor area less than or equal to 2,000 square feet (185.8 m2) per dwelling shall have a solar-ready zone area of not less than 150 square feet (13.94 m2). The solar-ready zone shall be composed of areas not less than 5 feet (1.52 m) in width and not less than 80 square feet (7.44 m2) exclusive of access or set back areas as required in this code or the applicable provisions of the International Fire Code. No portion of the solar zone shall be located on a roof slope greater than 2:12 that faces within 45 degrees of true north.
NB103.6 Capped roof penetration sleeve. A capped roof penetration sleeve shall be provided adjacent to a solar-ready zone when the solar-ready zone has a roof slope of 2:12 or less. The capped roof penetration sleeve shall be sized to accommodate the future photovoltaic system conduit, but shall have an inside diameter not less than 1 1/4 inches.
NEW SECTION
WAC 51-51-8400Appendix WA—Fire sprinklers.
The provisions contained in this appendix are not mandatory unless specifically referenced in the adopting ordinance. The provisions contained in this appendix are ready to be adopted for use by local jurisdictions in the state of Washington.
WA101.1 Fire sprinklers. An approved automatic fire sprinkler system shall be installed in new one-family and two-family dwellings and townhouses in accordance with P2904.
NEW SECTION
WAC 51-51-8500Appendix WB—Construction and demolition material management.
The provisions contained in this appendix are not mandatory unless specifically referenced in the adopting ordinance. The provisions contained in this appendix are ready to be adopted for use by local jurisdictions in the state of Washington.
WB101 General.
WB101.1 Purpose. The purpose of this code section is to increase the reuse and recycling of construction and demolition materials.
WB101.2 Scope. This code section applies to new buildings and structures construction, alterations to existing buildings and structures and the demolition of existing buildings and structures having a work area greater than 750 square feet (69.68 m2) or with a project value greater than $75,000, whichever is more restrictive.
EXCEPTION: | Projects determined to be unsafe. |
WB102 General definitions.
WB102.1 General. The following words and terms shall, for the purposes of this appendix, have the meanings shown herein. Refer to Chapter 2 of this code for general definitions.
DEMOLITION. The process of razing, relocating, or removing an existing building or structure, or a portion thereof.
DIVERT, DIVERTED, OR DIVERSION. The reuse, recycling, or beneficial use of construction and demolition materials.
RECYCLING. The process of transforming or remanufacturing waste materials into useable or marketable materials for use other than landfill disposal or incineration.
REUSE. The return of a material into the economic stream for use.
SALVAGE. The recovery of construction and demolition building material and components from a building or site in order to increase the reuse or repurpose potential of these materials and decrease the amount of material being sent to the landfill. Salvaged material may be sold, donated, or reused on site.
WB103 Construction and demolition material management.
WB103.1 Collection containers. All sites where recyclable construction and demolition materials are generated and transported for recycling must provide a separate container for nonrecyclable materials pursuant to WAC 173-345-040.
WB103.2 Salvage assessment. A salvage assessment shall be submitted prior to permit issuance. The salvage assessment shall identify the building components of an existing building that, if removed, have the potential to be reused. This assessment shall be signed by the owner and serve as an affidavit stating that the project shall be executed in compliance with the requirements of this code.
EXCEPTION: | Projects that include only new construction. |
WB103.3 Waste diversion report. A waste diversion report shall be submitted prior to issuance of the certificate of occupancy or approval of final inspection. The waste diversion report shall identify the following:
1. Weight or volume of project-generated construction and demolition material;
2. Whether the material was disposed in a landfill or diverted;
3. The hauler of the material;
4. The receiving facility or location; and
5. The date materials were accepted by the receiving facility or location.
NEW SECTION
WAC 51-51-8600Appendix WC—Building deconstruction.
The provisions contained in this appendix are not mandatory unless specifically referenced in the adopting ordinance. The provisions contained in this appendix are ready to be adopted for use by local jurisdictions in the state of Washington.
WC101 General.
WC101.1 Purpose. The purpose of this section is to increase the amount of material salvaged for reuse through the act of deconstruction when a building or structure is demolished. Used sawn lumber is permitted to be reused in accordance with Section R602.1.1.1.
WC101.2 Scope. This section applies to existing dwellings, townhouses, and accessory structures permitted to be demolished that are greater than 750 square feet (69.68 m2) and meet one of the following:
1. The structure has been identified as a historic building; or
2. The structure was built 90, or more, years ago.
EXCEPTIONS: | 1. The structure is determined to be unsafe by the engineer of record; |
| 2. The structure shall be relocated; |
| 3. The engineer of record determines that 50 percent, by weight, of the material in the structure that is not concrete, is not suitable for reuse. |
WC102 General definitions.
WC102.1 General. The following words and terms shall, for the purposes of this appendix, have the meanings shown herein. Refer to Chapter 2 of this code for general definitions.
DECONSTRUCTION. The systematic disassembly of a structure, in order to salvage building materials or components for the primary purpose of reusing materials to the maximum extent possible, with a secondary purpose of recycling the remaining materials.
DEMOLITION. The process of razing, relocating, or removing an existing building or structure, or a portion thereof.
HEAVY MACHINERY. Heavy machinery includes, but is not limited to, track hoes, excavators, skid steer loaders, or forklifts.
RECYCLING. The process of transforming or remanufacturing waste materials into useable or marketable materials for use other than landfill disposal or incineration.
REUSE. The return of a material into the economic stream for use.
SALVAGE. The recovery of construction and demolition building material and components from a building or site in order to increase the reuse or repurpose potential of these materials and decrease the amount of material being sent to the landfill. Salvaged material may be sold, donated, or reused.
WC103 Deconstruction.
WC103.1 Deconstruction. Buildings and structures meeting the requirements of Section WC101.2 shall be deconstructed.
WC103.2 Heavy machinery. Heavy machinery may not be used in deconstruction to remove or dismantle components of buildings and structures in ways that render the components unsuitable for salvage.
NEW SECTION
WAC 51-51-8700WD—Multiplex buildings.
User Note:Appendix WD is intended to provide special requirements that in addition to this code, apply to multiplex buildings while maintaining life safety and public health, in an effort to provide more affordable construction of housing in accordance with RCW 19.27.800.
Section WD101 GENERAL
WD101.1 Scope.Multiplex buildings meeting the following conditions are permitted to be constructed in accordance with the International Residential Code as modified by this appendix. Multiplex buildings are subject to all of the following conditions:
1. The building is limited to residential apartment use only, with no common-use areas. The building shall not contain adult family homes, family home child care, live/work units, or lodging houses.
EXCEPTION: | Common-use areas used for the means of egress, for bicycle parking, mail packages, shared laundry, or trash bins are permitted where such areas are separated from the rest of the building in accordance with Sections WD103.3 or WD104, as applicable. |
2. The total floor area of the building shall not exceed 8,000 square feet.
3. The building shall not exceed 1 basement and three stories above grade plane and shall not exceed 60 feet in height.
EXCEPTION: | Mezzanines and lofts are permitted in accordance with Sections R314 and R315. |
A multiplex building not complying with all of the above conditions shall be designed in accordance with the International Building Code. Unless otherwise specified, multiplex buildings designed using this appendix shall comply with the provisions of the International Fire Code for Group R-2 apartment occupancies.
WD101.2 Modifications. Local jurisdictions are permitted to amend or supplement the provisions of this appendix following the procedure outlined in WAC 51-04-035 to address regional needs or hazards, subject to consistency with the intent of the IRC.
Section WD102 DEFINITIONS
WD102.1 General. The following words and terms shall, for the purposes of this appendix, have the meanings shown herein:
AUTOMOBILE PARKING SPACE. A space within a building or private or public parking lot, exclusive of driveways, ramps, columns, office and work areas, for the parking of an automobile.
AUTOMATIC LOAD MANAGEMENT SYSTEM (ALMS). A system designed to manage electrical load across one or more EV ready spaces.
CIRCULATION PATH. An exterior or interior way of passage from one place to another for pedestrians.
COMMON USE. Interior or exterior circulation paths, rooms, spaces or elements that are not for public use and are made available for the shared use of two or more people.
CORRIDOR. An enclosed means of egress component that defines and provides a path of egress travel in a horizontal direction from dwelling units to an exit stair or exterior exit door.
ELECTRIC VEHICLE (EV) READY PARKING SPACE. An automobile parking space that is provided with a branch circuit and an outlet, junction box, or receptacle that will support an installed EVSE.
EXIT PASSAGEWAY. An enclosed means of egress component that is used to extend an exit stairway to an exterior exit door or the public way.
EXTERIOR EXIT STAIRWAY. A stairway that serves as a component of the means of egress between dwelling units and the public way, and is open to yards, courts, or public ways.
FIRE PROTECTION RATING. The period of time that an opening protective prevents or retards the passage of excessive flames to confine a fire as determined by tests specified in Section WD103.2.1.
FIRE-RESISTANCE RATING. The period of time a building element, component or assembly maintains the ability to confine a fire, continues to perform a given structural function, or both, as determined by the tests, or the methods based on tests.
INTERIOR EXIT STAIRWAY. An enclosed stairway that serves as a component of the means of egress between dwelling units and the public way.
MEANS OF EGRESS. A continuous and unobstructed path of vertical and horizontal egress travel from any occupied portion of a building or structure to a public way.
OPENING PROTECTIVE. A fire door assembly, fire shutter assembly, fire window assembly or glass-block assembly in a fire-resistance-rated wall or partition.
Section WD103 FIRE PROTECTION FEATURES
WD103.1 Fire-resistance rated assemblies. Where fire-resistance-rated assemblies are required by this appendix, the assemblies shall comply with this section. Fire-resistance ratings shall be determined in accordance with one of the following:
1. The prescriptive fire-resistance-rated assemblies in Section 721 of the International Building Code.
2. Where tested in accordance with ASTM E119, UL 263.
3. Where established by an analytical method in accordance with Section 703.2.2 of the International Building Code.
WD103.1.1 Continuity. Fire-resistance-rated floor/ceiling assemblies shall extend to and be tight against the exterior wall, and fire-resistance-rated wall assemblies shall extend from the foundation to the underside of the roof or floor sheathing.
WD103.1.2 Supporting Construction. Fire-resistance-rated floor/ceiling assemblies shall be supported by construction having an equal or greater fire-resistance rating.
WD103.2 Opening protectives.Opening protectives and smoke and draft control assemblies required by this appendix shall comply with this section.
WD103.2.1 Fire protection ratings.Fire protection ratings for opening protectives shall be determined in accordance with NFPA 252 or UL 10C. Opening protectives shall be labeled.
WD103.2.2 Smoke and draft control. Smoke and draft control assemblies shall be tested in accordance with UL 1784 and shall be labeled.
WD103.3 Dwelling unit and common use area separations.Dwelling units in multiplex buildings shall be separated from each other by wall and floor/ceiling assemblies having not less than a 1-hour fire-resistance rating. Common use areas shall be separated from other portions of the building by wall and floor/ceiling assemblies having not less than a 1-hour fire-resistance rating.
WD103.3.1 Openings. Openings in walls and floor/ceiling assemblies separating dwelling units or separating dwelling units from common use areas shall not be permitted. Duct and air transfer openings between dwelling units or between dwelling units and common use areas shall not be permitted.
Openings in walls separating dwelling units from the means of egress shall comply with Section WD104.
Openings in walls separating common use areas from the means of egress shall be provided with opening protectives with a minimum fire-protection rating of 1-hour.
WD103.3.2 Penetrations. Penetrations of fire-resistance-rated wall or floor/ceiling assemblies shall be protected in accordance with Section R302.4. Penetrations of interior exit stairway walls or floor/ceiling assemblies shall also comply with Section WD104.4.2.
WD103.4 Automatic sprinkler system.Multiplex buildings shall be equipped throughout with an NFPA 13R automatic sprinkler system in accordance with Section 903.2.8 of the International Building Code.
WD103.5 Portable fire extinguishers. Portable fire extinguishers having a minimum rating of 2-A:10-B:C shall be provided in each dwelling unit of a multiplex building.
WD103.6 Fire department access and water supply. Fire department access and water supply shall comply with the locally adopted fire code. Alternative materials, design, or methods are subject to approval by the fire code official.
WD103.7 Fire separation distance. Fire separation distances for multiplex buildings shall be in accordance with Table R302.1(1). Table R302.1(2) shall not apply to fire separation distances for multiplex buildings.
Section WD104 MEANS OF EGRESS
WD104.1 General. Spaces in multiplex buildings shall be provided with a minimum of one means of egress in accordance with this section in addition to the requirements in Section R318. Multiplex buildings with dwelling units having access to a single means of egress from a first, second, or third story above grade plane shall have a maximum of four dwelling units on each story.
User Note: Figures WD104.1(1) through WD104.1(6) are provided to illustrate examples of protection for the means of egress. They are for information only, and do not supersede requirements in the text of this appendix.
WD104.1.1 Means of egress continuity. The means of egress for a multiplex building shall be continuous in accordance with all of the following:
1. The means of egress shall provide continuous and unobstructed access to the public way. Elements of the means of egress are permitted to include corridors, egress balconies, interior exit stairs, exterior exit stairs, exterior exit doors, or a combination of those elements.
2. The path of egress travel along a means of egress shall not pass through other rooms or uses. Interior and exterior exit stairways shall be continuous from the point of entry into the stair to the exterior of the building.
EXCEPTION: | Interior and exterior exit stairways are permitted to be extended to an exterior exit door or the public way by an exit passageway at the ground level provided both of the following conditions are met: |
| 1. The exit passageway is only used for egress or access to dwelling units or common use areas or facilities allowed by Section WD101.1. |
| 2. The exit passageway is separated from the rest of the building by a minimum of 1-hour fire-resistance-rated construction and fire door assemblies with a fire protection rating of not less than 1 hour. |
3. The level of protection shall not be diminished along the path of egress travel.
4. Obstructions shall not be placed in the minimum width of a means of egress component except projections permitted by this code.
WD104.1.2 Means of egress dimensions. The means of egress from the dwelling unit to the public way shall be not less than 36 inches in width, and except for stairways, shall be provided with a ceiling height of not less than 7 feet.
WD104.1.3 Travel distance. Travel distance from the most remote portion of a story to an exterior exit door or an interior or exterior exit stairway shall not exceed 125 feet.
WD104.1.4 Doors. Doors in the path of egress travel from dwelling units or common use areas to the public way that are required to have a fire protection rating, and exterior exit doors shall comply with the following:
1. The minimum clear opening width of doorways shall not be less than 32 inches (813 mm). The clear opening width of doorways with swinging doors shall be measured between the face of the door and the frame stop, with the door open 90 degrees (1.57 rad). The minimum clear opening height of doorways shall be not less than 80 inches (2032 mm).
2. Doors shall be of the side-hinged swinging type.
3. The operational force to unlatch the door shall not exceed 15 pounds.
4. The door shall not require more than a 30-pound force to be set in motion and shall move to a full-open position when subjected to not more than a 15-pound force.
5. There shall be a floor or landing on each side of a door, at the same elevation on each side of the door.
EXCEPTION: | Landings at exterior exit doors are permitted to be not more than 7 inches below the landing on the egress side of the door, provided that the door does not swing over the landing. |
6. Landings at doors shall have a width of not less than 3 feet. Doors in the fully open position shall not reduce a required dimension by more than 7 inches.
7. Thresholds at doorways shall not exceed 1/2 inch above the finished floor or landing.
8. Doors required to have a fire protection rating shall be self-closing and provided with an active latch bolt that will secure the door when it is closed.
9. Doors shall be readily openable from both sides without the use of a key or special knowledge or effort.
EXCEPTION: | Stairway exit doors are permitted to be locked from the side opposite the egress side where the only interior access to dwelling units is from an exit stairway. |
10. Unlatching of doors shall not require more than one motion in a single linear or rotational direction to release the latching and locking device. Manual bolts are not permitted.
WD104.1.5 Means of egress illumination.Means of egress illumination shall be provided from the exterior of the dwelling unit to the public way. The means of egress illumination level under normal power shall be not less than 1 footcandle (11 lux) at the walking surface. Along exit stairways and at their required landings, the illumination level shall not be less than 10 footcandles (108 lux) at the walking surface when the stairway is in use.
WD104.1.6 Slip-resistant surface. The means of egress from the dwelling unit to the public way shall have a slip-resistant surface and be securely attached.
WD104.1.7 Guards. Guards shall comply with Section R321, except guards adjacent to the means of egress shall have a minimum height of 42 inches.
WD104.1.8 Maintenance. The means of egress shall be maintained in a manner that does not reduce the minimum width or protection of the means of egress to less than required by this appendix.
Figure WD104.1(1) 3-story Building: Interior or Exterior Stair (Unseparated)2nd/3rd Story
Figure WD104.1(2) 3-story Building: Interior or Exterior Stair (Separated)2nd/3rd Story Ground Level
Figure WD104.1(3) 3-story Building: Exterior Stair Ground Level
Figure WD104.1(4) 3-story Building: Interior Stair Ground Level
Figure WD104.1(5) 2-story Building: Exterior Stair Upper Story (ground level sim.)
Figure WD104.1(6) 2-story Building: Interior Stair Upper Story (ground level sim.)
WD104.2 Corridors and exterior egress balconies.Corridors and exterior egress balconies used for egress purposes in a means of egress system shall comply with this section.
WD104.2.1 Corridors.Corridors shall comply with the following:
1. A minimum width of 36" shall be provided for all corridors.
2. Corridors shall be limited to 20 feet maximum in length.
WD104.2.1.1 Corridor protection.Corridor walls shall have a fire-resistance rating of not less than 1/2 hour. Openings in corridor walls shall be protected by smoke and draft control assemblies with a 1/3 hour fire protection rating.
EXCEPTION: | Exterior walls in corridors are permitted to be unrated where a fire separation distance greater than 10 feet is provided. |
WD104.2.2 Egress balconies. Egress balconies used for egress purposes shall conform to the same requirements as corridors for minimum width and length.
WD104.2.2.1 Egress balcony protection. Exterior egress balconies shall be separated from the interior of the building by walls and opening protectives as required for corridors.
WD104.2.2.2 Openness. Exterior egress balconies shall be a minimum of 50 percent open, and the open area above the guards shall be constructed to minimize the accumulation of smoke.
WD104.2.2.3 Location. Exterior egress balconies shall have a minimum fire separation distance of 10 feet measured at right angles from the exterior edge of the egress balcony to the following:
1. Adjacent lot lines.
2. Other buildings on the same lot.
WD104.3 Exit stairways.Interior and exterior exit stairways shall comply with this section. Winders, spiral stairways, alternating tread devices, ship's ladders, or ladders are not permitted in interior or exterior exit stairways.
WD104.3.1 Riser height and tread depth. Stairs in exit stairways shall have a maximum riser height of 7 inches, and a minimum tread depth of 11 inches.
WD104.3.2 Stairway landings. There shall be a floor or landing at the top and bottom of each stairway. The width of landings, measured perpendicularly to the direction of travel, shall be not less than 3 feet. Every landing shall have a minimum depth, measured parallel to the direction of travel, of not less than 3 feet. When fully open, doors shall not project more than 7 inches into the required width of a landing.
WD104.3.3 Outdoor conditions. Outdoor stairways and outdoor approaches to stairways shall be designed so that water will not accumulate on walking surfaces.
WD104.3.4 Openings. Openings in interior and exterior exit stairways other than unprotected exterior openings shall be limited to those necessary for egress from dwelling units, openings for egress from common use areas allowed in accordance with Section WD104.1.1, and for egress from the enclosure.
WD104.3.5 Stairway construction.Interior and exterior exit stairways shall be constructed in accordance with this section and Section WD104.4 or WD104.5, as applicable.
EXCEPTION: | Interior or exterior stairways in multiplex buildings connecting not more than two stories are permitted to be separated from the dwelling units by 1/2-hour fire-resistance-rated walls with 20-minute fire-protection rated smoke and draft control openings. Such stairways are permitted to be unenclosed. |
User Note: See Figures WD104.1(5) and WD104.1(6) for illustrative examples of this two-story condition.
WD104.3.5.1 Exterior walls of exit stairways. Exterior walls of exit stairways shall comply with the requirements of Section R302.1 for exterior walls. Where nonrated walls or unprotected openings enclose the exterior of the stairway and the walls or openings are exposed by other parts of the building at an angle of less than 180 degrees (3.14 rad), building construction within 10 feet (3048 mm) of the exterior walls of the exit stairway shall comply with Section WD104.4.1 or WD104.5.4 as applicable.
WD104.4 Interior exit stairways.Interior exit stairways serving as an exit component in a means of egress system shall comply with the requirements of this section. An interior exit stairway shall not be used for any purpose other than as a means of egress and a circulation path.
WD104.4.1 Interior exit stairway construction and openings.Interior exit stairway enclosures in multiplex buildings shall have a fire-resistance rating of not less than 1 hour. Openings in interior exit stairways other than unprotected exterior openings shall be protected by fire door assemblies with a fire protection rating of not less than 1 hour.
Elevators shall not open into interior exit stairways.
WD104.4.2 Penetrations. Penetrations into or through interior exit stairways are prohibited except for the following:
1. Fire protection systems.
2. Security systems.
3. Electrical raceway serving the interior exit stairway and terminating at a steel box not exceeding 16 square inches (0.010 m2).
4. Structural elements, such as beams or joists, supporting the interior exit stairway or enclosure.
5. Structural elements, such as beams or joists, supporting a roof at the top of the interior exit stairway.
EXCEPTION: | Membrane penetrations shall be permitted on the outside of an interior exit stairway. Such penetrations shall be protected in accordance with Section R302.4.2. |
WD104.4.3 Enclosures under interior exit stairways. The walls and soffits within enclosed usable spaces under enclosed and unenclosed interior exit stairways shall be protected by 1-hour fire-resistance-rated construction. Access to the enclosed space shall not be directly from within the stairway enclosure.
WD104.5 Exterior exit stairways. Exterior exit stairways serving as an exit component for multiplex buildings shall comply with the requirements of this section.
WD104.5.1 Exterior exit stairway open side.Exterior exit stairways serving as an element of a required means of egress shall be open on not less than one side, except for required structural columns, beams, handrails, and guards. An open side shall have not less than 35 square feet (3.3 m2) of aggregate open area adjacent to each floor level and the level of each intermediate landing. The required open area shall be located not less than 42 inches (1067 mm) above the adjacent floor or landing level.
WD104.5.2 Side yards adjoining exterior exit stairways. The open areas adjoining exterior exit stairways shall be either yards, courts, or public ways. The remaining sides are permitted to be enclosed by the exterior walls of the building.
WD104.5.3 Exterior exit stairway location.Exterior exit stairways shall have a minimum fire separation distance of 10 feet (3048 mm) measured at right angles from the exterior edge of the stairway or ramps, including landings, to:
1. Adjacent lot lines.
2. Other buildings on the same lot.
WD104.5.4 Exterior exit stairway construction and opening protection.Exterior exit stairways shall be separated from the interior of the building by assemblies having a fire-resistance rating of not less than 1 hour. Openings in exterior exit stairways other than unprotected exterior openings shall be protected by fire door assemblies with a fire protection rating of not less than 3/4 hour.
Where a vertical plane projecting from the edge of an exterior exit stairway and landings is exposed by other parts of the building at an angle of less than 180 degrees (3.14 rad), the exterior wall shall be rated in accordance with this subsection.
WD104.5.5 Enclosures under exterior exit stairways. The open space under exterior exit stairways shall not be used for any purpose.
EXCEPTION: | Usable space under exterior exit stairways is permitted provided the space is completely enclosed in 1-hour fire-resistance-rated construction. |
WD104.6 Ramps. Exterior ramps from an exterior exit door to the public way shall comply with the following:
1. Ramps shall have a running slope not steeper than 1 unit vertical in 12 units horizontal (8.3 percent slope).
2. The slope measured perpendicular to the direction of travel of a ramp shall not be steeper than 1 unit vertical in 48 units horizontal (2-percent slope).
3. The rise for any ramp run shall be 30 inches (762 mm) maximum.
4. Ramps shall be not less than 36 inches in width. Ramps used as part of an accessible route shall be not less than 48 inches in width.
5. Ramps shall have landings at the bottom and top of each ramp, points of turning, entrance, exits, and at doors.
6. Ramp landings shall be not less than 60 inches in length or width.
7. Exterior ramps and approaches to exterior ramps shall be designed so that water will not accumulate on walking surfaces.
Section WD105 PARKING REQUIREMENTS
WD105.1 On-site parking. Where shared on-site parking is provided for new dwelling units in new multiplex buildings, 20 percent of shared spaces provided shall be electric vehicle ready parking spaces (EV ready parking spaces). Calculations shall be rounded up to the nearest whole number.
EXCEPTION: | EV ready parking spaces are not required to be provided where there is no public utility or commercial power supply. |
WD105.2 Electric vehicle charging infrastructure. A minimum of 40-ampere dedicated 208/240-volt branch circuit shall be installed for each EV ready parking space. The branch circuits shall terminate at a receptacle outlet or EVSE in close proximity to the proposed location of the EV ready parking space.
Electric vehicle charging infrastructure shall be permitted to be designed and installed such that electric vehicle supply equipment (EVSE) or future EVSE can serve multiple adjacent spaces with multiple output connections.
WD105.3 Electric vehicle charging infrastructure for accessible parking spaces. Where accessible parking spaces are required, a minimum of one electric vehicle ready parking space shall be provided for the accessible parking spaces. Accessible spaces provided with electric vehicle charging infrastructure shall be permitted to count towards the requirements of WD105.1. Electric vehicle charging infrastructure serving accessible parking spaces shall be permitted to be designed to serve adjacent automobile parking spaces that are not designated as accessible parking.
WD105.4 Electrical room(s) and equipment. Electrical room(s) or areas for dedicated electrical equipment shall be sized to accommodate the requirements of Section WD105.2.
The electrical service and the electrical system, including any on-site distribution transformer(s), shall have sufficient capacity to simultaneously charge all electric vehicles at all required EV ready parking spaces at a minimum of 40-amperes each.
EXCEPTION: | An Automatic Load Management System (ALMS) is permitted to be used to adjust the maximum electrical capacity required for the EV ready parking spaces. The ALMS must be designed to allocate charging capacity among multiple future EVSE at a minimum of 16 amperes per EVSE. |
Section WD106 ACCESSIBILITY
WD106.1 Scope. Where there are four or more dwelling units in a single structure, the provisions of Chapter 11 of the International Building Code shall apply. Multiplex buildings shall be considered a Group R-2 (apartment) occupancy for the purpose of accessibility requirements.
Section WD107 ELEVATORS AND PLATFORM LIFTS
WD107.1 Elevators. Where provided in multiplex buildings for common use, passenger elevators, limited-use and limited-application elevators shall comply with ASME A17.1/CSA B44.
WD107.2 Platform lifts. Where provided, platform lifts shall comply with ASME A18.1.
WD107.3 Accessibility. Elevators or platform lifts that are part of an accessible route required by Chapter 11 of the International Building Code, shall comply with ICC A117.1.
Section WD108 HABITABLE ATTICS
WD108.1 General.Habitable attics are not permitted in multiplex buildings.
Section WD109 STRUCTURAL PROVISIONS
WD109.1 Lateral design. The lateral force resisting system for multiplex buildings in Seismic Design Category D2 exceeding two stories shall be designed by a registered design professional in accordance with accepted engineering practice.