Chapter 15.12
AMENDMENTS TO INTERNATIONAL RESIDENTIAL CODE
Sections:
15.12.020 Adoption of appendices.
15.12.040 Amendments to Chapter 1, Section R108, Fees.
15.12.050 Amendments to Chapter 1, Section R112.1, General.
15.12.065 Amendments to Chapter 1, Section R112.2, General.
15.12.070 Amendments to Chapter 3, Table R301.2(1), Climatic and Geographic Design Criteria.
15.12.100 Amendments to Chapter 3, Subsection R323.2.
15.12.010 Chapters 11 and 25 through 42 not adopted and amendments made to other chapters and portions.
Pursuant to WAC 51-51-003, Chapters 11 and 25 through 42 of the 2003 Edition of the International Residential Code are not adopted. The amendments, additions and deletions contained in Chapter 51-51 WAC are hereby adopted and shall be part of this title. (Ord. 1142(part), 2006)
15.12.020 Adoption of appendices.
Pursuant to Section R102.5 of the International Residential Code, 2003 Edition, Appendix H is adopted as part of the code and Appendix J is adopted as part of the code. (Ord. 1142(part), 2006)
15.12.030 Amendments to Chapter 1, Section R105.3.1.1, Substantially improved or substantially damaged existing buildings in areas prone to flooding.
Section R105.3.1.1 of the International Residential Code, 2003 Edition, is amended as follows:
R105.3.1.1 Substantially improved or substantially damaged existing buildings in areas prone to flooding. For applications for reconstruction, rehabilitation, addition, or other improvement of existing buildings or structures located in an area prone to flooding as established by Table R301.2(1), the building official shall examine or cause to be examined the construction documents and shall prepare a finding with regard to the value of the proposed work. For buildings that have sustained damage of any origin, the value of the proposed work shall include the cost to repair the building or structure to its predamage condition. If the building official finds that the value of proposed work equals or exceeds 50 percent of the assessed value of the building or structure before the damage has occurred or the improvement is started, the finding shall be provided to the board of appeals for a determination of substantial improvement or substantial damage. Applications determined by the board of appeals to constitute substantial improvement or substantial damage shall meet the requirements of Section R323.
(Ord. 1142(part), 2006)
15.12.040 Amendments to Chapter 1, Section R108, Fees.
Section R108 of the International Residential Code, 2003 Edition, is amended as follows:
R108.1 Payment of fees. A permit shall not be valid until the fees prescribed by law have been paid, nor shall an amendment to a permit be released until the additional fee, if any, has been paid.
R108.2 Schedule of permit fees. On buildings, structures, electrical, gas, mechanical, and plumbing systems or alterations requiring a permit, a fee for each permit shall be paid as required, in accordance with the schedule as established by the applicable governing authority. The fee for each permit shall be as set forth in Amended Table 1-A as established in Section 15.40.020 of the Wapato Municipal Code.
R108.2.1 Plan review fees. When submittal documents are required to be submitted by Section R106, a plan review fee in addition to the permit fee shall be paid at the time of submitting submittal documents for plan review. Said plan review fee shall be SIXTY-FIVE (65) PERCENT of the building permit fee as shown in Amended Table 1-A. The plan review fees specified in this subsection are separate fees from the permit fees specified in Section R108.2 and are in addition to the permit fees. When submittal documents are incomplete or changed so as to require additional plan review, or when the project involves deferred submittal items as defined in Section 106.3.4.2, an additional plan review fee shall be charged at the rate shown in Amended Table 1-A.
R108.3 Building permit valuations. The applicant for a permit shall provide an estimated permit value at time of application. Permit valuations shall include total value of work, including materials and labor, for which the permit is being issued, such as electrical, gas, mechanical, plumbing equipment and permanent systems. If, in the opinion of the building official, the valuation is underestimated on the application, the permit shall be denied, unless the applicant can show detailed estimates to meet the approval of the building official. The determination of value or valuation under any of the provisions of this code shall be made by the Building Official by reference to the “building valuation data” as primed in the “Building Safety” magazine. The value to be used in computing the building permit and building plan review fee shall be the total value of all construction work for which the permit is issued, as well as all finish work, painting, roofing, electrical, plumbing, heating, air-conditioning, elevators, fire extinguishing systems and any other permanent equipment. Final building permit valuation shall be set by the building official.
R108.4 Work Commencing Before Permit Issuance. Any person who commences any work on a building, structure, electrical, gas, mechanical or plumbing system before obtaining the necessary permits shall be subject to a fee established by the building official that shall be in addition to the required permit fees. An investigation fee, in addition to the permit fee, shall be collected whether or not a permit is then or subsequently issued. The investigation fee shall be equal to the amount of the permit fee required by this code. The minimum investigation fee shall be the same as the minimum fee set forth in Amended Table 1-A. The payment of such investigation fee shall not exempt any person from compliance with all other provisions of this code nor from any penalty prescribed by law.
R108.5 Related fees. The payment of the fee for the construction, alteration, removal or demolition for work done in connection to or concurrently with the work authorized by a building permit shall not relieve the applicant or holder of the permit from the payment of other fees that are prescribed by law.
R108.6 Refunds. The building official is authorized to establish a refund policy.
(Ord. 1142(part), 2006)
15.12.050 Amendments to Chapter 1, Section R112.1, General.
Section R112.1 of the International Residential Code, 2003 Edition, is amended as follows:
R112.1 General. The board of appeals created in Section 112 of the International Building Code as amended in Yakima County Code 13.05.060 shall hear and decide appeals of orders, decisions or determinations made by the building official relative to the application and interpretation of this code. The building official shall be an ex-officio member of said board but shall have no vote on any matter before the board. The board shall follow the rules of procedure for conducting its business set forth in Section 112 of the International Building Code as amended in Yakima County Code 13.05.060, and shall render all decisions and findings in writing to the appellant with a duplicate copy to the building official.
(Ord. 1142(part), 2006)
15.12.060 Amendments to Chapter 1, Section R112.2.1, Determination of substantial improvement in areas prone to flooding.
Section R112.2.1 of the International Residential Code, 2003 Edition, is amended as follows:
R112.2.1 Determination of substantial improvement in areas prone to flooding. When the building official provides a finding required in Section R105.3.1.1, the board of appeals shall determine whether the value of the proposed work constitutes a substantial improvement. A substantial improvement means any repair, reconstruction, rehabilitation, addition, or improvement of a building or structure, the cost of which equals or exceeds 50 percent of the assessed value of the building or structure before the improvement or repair is started. If the building or structure has sustained substantial damage, all repairs are considered substantial improvement regardless of the actual repair work performed. The term does not include:
1. Improvements of a building or structure required to correct existing health, sanitary or safety code violations identified by the building official and which are the minimum necessary to assure safe living conditions; or
2. Any alteration of an historic building or structure provided that the alteration will not preclude the continued designation as an historic building or structure. For the purpose of this exclusion, an historic building is:
2.1. Listed or preliminarily determined to be eligible for listing in the National Register of Historic Places; or
2.2. Determined by the Secretary of the U.S. Department of Interior as contributing to the historical significance of a registered historic district or a district preliminarily determined to qualify as an historic district; or
2.3. Designated as historic under a state or local historic preservation program that is approved by the Department of Interior.
(Ord. 1142(part), 2006)
15.12.065 Amendments to Chapter 1, Section R112.2, General.
Section R112.2 of the International Residential Code, 2003 Edition, is amended as follows:
R112.2.2 Criteria for issuance of a variance for areas prone to flooding. Variances are interpreted in the National Flood Insurance Program and are based on the general zoning law principle that they pertain to a physical piece of property; that they are not personal in nature and do not pertain to the structure, its inhabitants, economic or financial circumstances. They primarily address small lots in densely populated residential neighborhoods. As such, variances from flood elevations should be quite rare. A variance shall only be issued upon:
1. A showing of good and sufficient cause that the unique characteristics of the size, configuration or topography of the site render the elevation standards in Section R323 inappropriate.
2. A determination that failure to grant the variance would result in exceptional hardship by rendering the lot undevelopable.
3. A determination that the granting of a variance will not result in increased flood heights, additional threats to public safety, extraordinary public expense, nor extreme nuisances, cause fraud on or victimization of the public, or conflict with existing local laws or ordinances.
4. A determination that the variance is the minimum necessary to afford relief, considering the flood hazard.
5. Submission to the applicant of written notice specifying the difference between the design flood elevation and the elevation to which the building is to be built, stating that the cost of flood insurance will be commensurate with the increased risk resulting from the reduced floor elevation, and stating that construction below the design flood elevation increases risks to life and property.
(Ord. 1142(part), 2006)
15.12.070 Amendments to Chapter 3, Table R301.2(1), Climatic and Geographic Design Criteria.
Table R301.2(1), Climatic and Geographic Design Criteria, of the International Residential Code, 2003 Edition, is amended as follows:
SUBJECT TO DAMAGE FROM |
|||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|
Ground Snow Load (l) |
Wind Speed (mph) (e) |
Seismic Design Category |
Weathering (a) |
Frostline depth (b) |
Termite (c) |
Decay (d) |
Winter Design Temp. (j) |
Ice Shield Underlayment Required (i) |
Flood Hazards (h) |
Air Freezing Index (j) |
Mean Annual Temp. (k) |
Case Study |
85 |
C and D1 are present |
SEVERE |
24” |
Slight to Moderate |
None to Slight |
2° F. |
No |
1985 |
1,000-2000 |
50° F. |
Notes For Table R301.2(1)
For SI: 1 pound per square foot = 0.0479 kN/m2, 1 mile per hour = 1.609 km/h.
a. Weathering may require a higher strength concrete or grade of masonry than necessary to satisfy the structural requirements of this code. The weathering column shall be filled in with the weathering index (i.e., “negligible,” “moderate” or “severe”) for concrete as determined from the Weathering Probability Map [Figure R301.2(3)]. The grade of masonry units shall be determined from ASTM C 34, C 55, C 62, C 73, C 90, C 129, C 145, C 216 or C 652.
b. The frost line depth may require deeper footings than indicated in Figure R403.1(1). The jurisdiction shall fill in the frost line depth column with the minimum depth of footing below finish grade.
c. The jurisdiction shall fill in this part of the table with “very heavy,” “moderate to heavy,” “slight to moderate,” or “none to slight” in accordance with Figure R301.2(6) depending on whether there has been a history of local damage.
d. The jurisdiction shall fill in this part of the table with “moderate to severe,” “slight to moderate,” or “none to slight” in accordance with Figure R301.2(7) depending on whether there has been a history of local damage.
e. The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map [Figure R301.2(4)]. Wind exposure category shall be determined on a site-specific basis in accordance with Section R301.2.1.4.
f. The outdoor design dry-bulb temperature shall be selected from the columns of 97-1/2% values for winter. Deviations from the temperatures shall be permitted to reflect local climates or local weather experience as determined by the building official.
g. The jurisdiction shall fill in this part of the table with the Seismic Design Category determined from Section R301.2.2.1.
h. The jurisdiction shall fill in this part of the table with (a) the date of the jurisdiction’s entry into the National Flood Insurance Program (date of adoption of the first code or ordinance for management of flood hazard areas), (b) the date(s) of the currently effective FIRM and FBFM, or other flood hazard map adopted by the community, as may be amended.
i. In accordance with Sections R905.2.7.1, R905.4.3, R905.5.3, R905.6.3, R905.7.3 and R905.8.3, for areas where the average daily temperature in January is 25°F (-4°C) or less, or where there has been a history of local damage from the effects of ice damming, the jurisdiction shall fill in this part of the table with “YES.” Otherwise, the jurisdiction shall fill in this part of the table with “NO.”
j. The jurisdiction shall fill in this part of the table with the 100-year return period air freezing index (BF-days) from Figure R403.3(2) or from the 100-year (99%) value on the National Climatic Data Center data table “Air Freezing Index-USA Method (Base 32° Fahrenheit)” at www.ncdc.noaa.gov/fpsf.html.
k. The jurisdiction shall fill in this part of the table with the mean annual temperature from the National Climatic Data Center data table “Air Freezing Index-USA Method (Base 32° Fahrenheit)” at www.ncdc.noaa.gov/fpsf.html.
l. The Structural Engineers Association of Washington has conducted a case study (CS) for Washington State. This case study, titled “Snow Load Analysis for Washington,” may be used to establish the ground snowload in all areas of Yakima County in lieu of a site specific case study.
(Ord. 1142(part), 2006)
15.12.080 Amendments to Chapter 3, Subsection R323.1.5, Protection of mechanical and electrical systems.
Subsection R323.1.5 of the International Residential Code, 2003 Edition, is amended as follows:
R323.1.5 Protection of mechanical, plumbing, and electrical systems. Electrical systems, equipment and components, and heating, ventilating, air conditioning and plumbing appliances, plumbing fixtures, duct systems, and other service equipment shall be located at or above the design flood elevation. If replaced as part of a substantial improvement, electrical systems, equipment and components, and heating, ventilating, air conditioning, and plumbing appliances, plumbing fixtures, duct systems, and other service equipment shall meet the requirements of this section. Systems, fixtures, and equipment and components shall not be mounted on or penetrate through walls intended to break away under flood loads.
Exception: Electrical systems, equipment and components, and heating, ventilating, air conditioning and plumbing appliances, plumbing fixtures, duct systems, and other service equipment are permitted to be located below the design flood elevation provided that they are designed in accordance with the provisions of Chapter 8, ASCE 24, to minimize or eliminate infiltration of floodwaters into systems and installed to prevent water from entering or accumulating within the components and to resist hydrostatic and hydrodynamic loads and stresses, including the effects of buoyancy, during the occurrence of flooding to the design flood elevation in compliance with the flood-resistant construction requirements of the International Building Code. Electrical wiring systems are permitted to be located below the design flood elevation provided they conform to the provisions of the electrical code for wet locations.
(Ord. 1142(part), 2006)
15.12.090 Amendments to Chapter 3, Subsection R323.1.6, Protection of water supply and sanitary sewage systems.
Subsection R323.1.6 of the International Residential Code, 2003 Edition, is amended as follows:
R323.1.6 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to minimize or eliminate infiltration of flood waters into the systems in accordance with the plumbing provisions of this code. New and replacement sanitary sewage systems shall be designed in accordance with the provisions of Chapter 8, ASCE 24, to minimize or eliminate infiltration of floodwaters into systems and discharges from systems into floodwaters or impairment of the facilities and systems.
(Ord. 1142(part), 2006)
15.12.100 Amendments to Chapter 3, Subsection R323.2.
Foundation design and construction, Subsection R323.2 of the International Residential Code, 2003 Edition, is amended by the addition of Subsection R323.2.3.1 as follows:
R323.2.3.1 Residential construction within 100 feet of a floodway or ordinary high water mark.
Residential construction within 100 feet of a floodway or ordinary high water mark, if no floodway has been established, shall also meet the requirements of Yakima County Code 16A.05.28.010(a)(3).
(Ord. 1142(part), 2006)