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Indio, CA Code of Ordinances
INDIO, CALIFORNIA CODE OF ORDINANCES
TITLE I: GENERAL PROVISIONS
TITLE III: ADMINISTRATION
TITLE V: PUBLIC WORKS
TITLE VII: TRAFFIC
TITLE IX: GENERAL REGULATIONS
TITLE XI: BUSINESS REGULATIONS
TITLE XIII: GENERAL OFFENSES
TITLE XV: LAND USAGE
PARALLEL REFERENCES
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CALIFORNIA ELECTRICAL CODE
§ 151.030 ADOPTION OF CALIFORNIA ELECTRICAL CODE.
   The 2022 California Electrical Code (CEC), incorporating the 2020 National Electrical Code including all annexes thereto, published by the National Fire Protection Association, as modified by the State of California, is hereby adopted by reference and shall become the electrical code of the City of Indio for regulating the erection, construction, enlargement, alteration, repair, moving, removal, demolition, conversion, occupancy equipment use, height, area and maintenance of all buildings and/or structure in the city. The 2022 California Building Codes is on file for public examination in the office of the Building Official.
(Ord. 1784, passed 10-19-22)
CALIFORNIA RESIDENTIAL CODE
§ 151.040 ADOPTION OF CALIFORNIA RESIDENTIAL CODE.
   Except as provided in this chapter, the 2022 California Residential Code (CRC), incorporating the 2021 International Residential Code, as published by the International Code Council, and as amended herein, is hereby adopted by reference shall become the residential building code of the City of Indio for regulating the erection, construction, enlargement, alteration, repair, moving, removal, demolition, conversion, occupancy equipment use, height, area and maintenance of all buildings and/or structure in the city. The 2022 California Residential Code is on file for public examination in the office of the Building Official.
(Ord. 1784, passed 10-19-22)
§ 151.041 AMENDMENTS AND ADDITIONS TO RESIDENTIAL CODE.
   (A)   Chapter 3, Section R301.1.3.2 is amended to read as follows:
   R301.1.3.2 Woodframe structures greater than two-stories. The building official shall require construction documents to be approved and stamped by a California licensed architect or engineer for all dwellings of woodframe construction more than two stories and basement in height. Notwithstanding other sections of law, the law establishing these provisions is found in Business and Professions Code Section 5537 and 6737.1. The building official shall require construction documents to be approved and stamped by a California licensed architect or engineer for all dwellings of wood framed construction more than one story in height or with a basement located in Seismic Design Category D0, D1, D2 or E.
   (B)   Chapter 4, Section R401.1 is amended to read as follows:
   R401.1 Application. The provisions of this chapter shall control the design and construction of the foundation and foundation spaces for all buildings. In addition to the provisions of this chapter, the design and construction of foundations in areas prone to flooding as established by Table R301.2(1) shall meet the provisions of Section R322. Wood foundations shall be designed and installed in accordance with AF&PA PWF.
      Exception: The provisions of this chapter shall be permitted to be used for wood foundations only in the following situations:
      1.   In buildings that have no more than two floors and a roof.
      2.   When interior basement and foundation walls are constructed at intervals not exceeding 50 feet (15240 mm).
   Wood foundations in Seismic Design Category D0, D1, D2 shall not be permitted.
   (C)   Chapter 4, Section R404.2 is amended to read as follows:
   R404.2 Wood foundation walls. Wood foundation walls shall be constructed in accordance with the provisions of Section R404.2.1 through R404.2.6 and with the details shown in Figures R403.1(2) and R403.2(3). Wood foundation walls shall not be used for structures located in Seismic Design Category D0, D1, D2.
   (D)   Chapter 6, Section 602.3 is amended as follows:
   Table R602.3(1) shall have the following language added to the Fastening Schedule to read as follows:
   j.   Staples shall not be used as wood structural panel fasteners in Seismic Design Category D0, D1, D2.
   Table R602.3(2) shall have the following language added to the Fastening Schedule to read as follows:
   i.   Staples shall not be used as wood structural panel fasteners in Seismic Design Category D0, D1, D2.
   (E)   Chapter 8, Section R803.2.4 is added to read as follows:
   Openings in horizontal diaphragms. Openings in horizontal diaphragms shall conform with Section R503.2.
(Ord. 1784, passed 10-19-22)
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