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The 2022 Edition of the California Building Code is amended as set forth in this section:
.010 Chapter 1, Division II is hereby recommended to be adopted. Chapter 1, Part 1 and Part II of the 2022 edition of the International Building Code are hereby substituted in its place.
.020 Insert City of Anaheim into the text as the name of the jurisdiction in Section Paragraph 101.1 of Section 101 of Division II of Chapter 1.
.030 Paragraph 101.4 of Section 101 of Division II of Chapter 1 is deleted in its entirety (including sections 101.4.1, 101.4.2, 101.4.3, 101.4.4, 101.4.5, 101.4.6 and 101.4.7), and replaced with the following:
101.4. Referenced Codes. The California Codes listed in Section 1 of this Ordinance shall be considered part of the requirements of this code to the extent of each such reference.
.040 Subsection 105.2 of Section 105 of Division II of Chapter 1 is revised by amending exception 9, and adding 14 as follows:
9. Prefabricated swimming pools accessory to a Group R-3 occupancy that are less than 18 inches (457.2 mm) deep, do not exceed 5,000 gallons (18,927.059L) and are installed entirely above ground.
14. Decks not exceeding 200 square feet (18.58 m2) in area, that are not more than 30 inches (762 mm) above grade at any point, are not attached to a dwelling and do not serve the exit door required by Section R311.2.
.050 Subsection 105.5 of Section 105 of Division II of Chapter 1 is amended as follows:
105.5 Expiration. Time limitation for permit expiration as the result of code enforcement shall be as per notice of violation or as otherwise determined by the Building Official.
.060 Subsection 113.3 of Section 113 of Division II of Chapter 1 is amended to provide as follows:
Board of Appeals. Board of Appeals when used in the Building Standards Codes shall mean the City Council {or Planning Commission}. The Board of Appeals is hereby established for each of the Building Standards Codes. Depending on the subject of the appeal, specialized expertise may be solicited for the purpose of providing input to the Appeals Board.
.070 Table 1505.1 of Section 1505 of Chapter 15 is revised to read in full as follows:
TABLE 1505.1a
MINIMUM ROOF COVERING CLASSIFICATIONS
TYPES OF CONSTRUCTION
IA | IB | IIA | IIB | IIIA | IIIB | IV | VA | VB |
B | B | B | B | B | B | B | B | B |
For SI: 1 foot = 304.8 mm, 1 square foot = 0.0929 m2.
a. Unless otherwise required in accordance with Chapter 7A.
.080 Paragraph 1505.1.2 of Subsection 1505.1 of Section 1505 of Chapter 15 is revised to read in full as follows:
1505.1.3 Roof coverings within all other areas. The entire roof covering of every existing structure where more than 50 percent of the total roof area is replaced within any one-year period, the entire roof covering of every new structure, and any roof covering applied in the alteration, repair or replacement of the roof of every existing structure, shall be a fire-retardant roof covering that is at least Class B.
.90 Paragraph 1807.1.6 of Subsection 1807.1 of Section 1807 of Chapter 18 is revised to read in full as follows:
1807.1.6 Prescriptive design of concrete and masonry foundation walls. Concrete and masonry foundation walls that are laterally supported at the top and bottom shall be permitted to be designed and constructed in accordance with this section. Prescriptive design of foundation walls shall not be used for structures assigned to Seismic Design Category D2, or E.
.100 Subsection Section 3109.2 of Section 3109 of Chapter 31 is amended as follows:
3109.2 Construction permit; safety features required. New or remodel pools or spas, at a private single-family home, shall have an enclosure complying with the amended California Residential Code Appendix AX.
(Ord. 6552 §2 (part); March 7, 2023.)
The 2022 Edition of the California Residential Code is amended as set forth in this section:
.010 The Anaheim Residential Code is hereby amended, modified, and supplemented by the addition and application of the provisions of Section 15.03.040 of this Code.
.020 Table R301.2(1) of Chapter 3 is revised to read in full as follows:
GROUND SNOW LOAD | WIND DESIGN | SEISMIC DESIGN CATEGORYf | SUBJECT TO DAMAGE FROM | WINTER DESIGN TEMPe | ICE BARRIER UNDER- LAYMENT REQUIREDh | FLOOD HAZARDSg | AIR FREEZING INDEXi | MEAN ANNUAL TEMPj | |||||
Speedd (mph) | Topographic effectsk | Special wind regionl | Windborne debris zonem | Weatheringa | Frost line depthb | Termitec | |||||||
Zero | 95 | No | No | No | D2 or E | Negligible | 12-24” | Very Heavy | No | Yes/No | 0 | 60 | |
.030 Subsection R902.1 of Section R902 of Chapter 9 is revised to allow only class A or B roofs as follows:
R902.1 Roofing covering materials. Roofs shall be covered with materials as set forth in Sections R904 and R905. A minimum Class A or B roofing shall be installed in areas designated by this section. Classes A or B roofing required by this section to be listed shall be tested in accordance with UL 790 or ASTM E 108.
Exceptions:
1. Class A roof assemblies include those with coverings of brick, masonry and exposed concrete roof deck.
2. Class A roof assemblies also include ferrous or copper shingles or sheets, metal sheets and shingles, clay or concrete roof tile, or slate installed on noncombustible decks.
.040 Paragraph R902.1.2 of Subsection R902.1 of Section R902 of Chapter 9 is revised it to require a minimum Class B roof as follows:
R902.1.3 Roof coverings within all other areas. The entire roof covering of every existing structure where more than 50 percent of the total roof area is replaced within any one-year period, the entire roof covering of every new structure, and any roof covering applied in the alteration, repair or replacement of the roof of every existing structure, shall be a fire-retardant roof covering that is at least Class B.
.050 The first paragraph of Subsection R902.2 of Section R902 of Chapter 9 is revised to allow only Class A or B treated wood roofs as follows:
R902.2 Fire-retardant-treated shingles and shakes. Fire-retardant-treated wood shakes and shingles are wood shakes and shingles complying with UBC Standard 15-3 or 15-4 which are impregnated by the full-cell vacuum-pressure process with fire-retardant chemicals, and which have been qualified by UBC Standard 15-2 for use on Class A or B roofs.
.060 Appendix V, Section 115992(a) is hereby amended as follows:
Except as provided in Section 115925, when a building permit is issued for the construction of a new swimming pool or spa or the remodeling of an existing swimming pool or spa at a private single-family home, the respective swimming pool or spa shall be equipped with item #1 below AND at least one additional following seven drowning prevention features:
.070 Appendix V, Section 115922(a)(a) is amended as follows:
1. An enclosure that meets the requirements of Section 115923 and isolates the swimming pool and spa from the private single-family home. Any walls of the residential structure or accessory structures used to complete the isolation enclosure must have door openings equipped with protection as required in Section 115922 (a) (4) or (5). Any such door protection device provided for this purpose may not be used to comply with the second drowning prevention feature requirement.
(Ord. 6552 § 2 (part); March 7, 2023.)
The 2022 Edition of the California Electrical Code is amended as set forth in this section:
.010 The California Electrical Code is hereby amended, modified, and supplemented by the addition and application of the provisions of Section 15.03.050 of this Code.
.020 Paragraph 310.106(B) of Section 310.106 of Article 310 of Chapter 3 is amended by the addition of a second paragraph to read as follows:
Copper wire shall be used for wiring No. 6 and smaller in all installations. Consideration for use of aluminum wiring can be made by the Building Official for feeder lines only on an individual basis where adequate safety measures can be ensured.
.030 Article 310 of Chapter 3 is hereby amended, modified, and supplemented by the addition of a new Section 310.121, to read in full as follows:
310.121 Continuous inspection of aluminum wiring. Aluminum conductors of No. six (6) or smaller used for branch circuits shall require continuous inspection by an independent testing agency approved by the Building Official for proper torque of connections at their termination point.
.040 Section 690.13 of Article 690 of Chapter 6 is hereby amended, modified, and supplemented by the addition of a new Section 690.13(A) to read as follows:
(A) Location. The PV disconnecting means shall be installed at a readily accessible location either on the outside of a building or structure or inside nearest the point of entrance of the system conductors.
(Ord. 6552 §2 (part); March 7, 2023.)
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