The 2022 California Residential Code, copies of which are on file with the City Clerk as required by law, is adopted by reference and incorporated into this title as the residential code for the City except as amended in this chapter and in Chapter 15.04 CMC.
(Ord. 2020-01 § 1, 2020; Ord. 2022-04 § 2, 2022)
Section R403.1.3 of the 2022 California Residential Code is hereby amended to read as follows:
1. 
Table R301.2(1).
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 Temp.j
Speedd (mph)
Topo-graphic Effectsk
Special Wind Regionl
Wind-borne Debris Zonem
Weather-inga
Frost Line Depthb
Termitec
0
110
N/A
No
No
D
Negligible
12
Yes
40
No
2009
NA
56.5
2. 
Section R403.1.3.
Section R403.1.3 Footing and stem wall reinforcement in Seismic Design Categories D0, D1 and D2. Concrete footings located in Seismic Design Categories D0, D1, and D2, as established in Table R301.2(1), shall have minimum reinforcement of at least two continuous longitudinal reinforcing bars not smaller than No. 4 bars. Bottom reinforcement shall be located a minimum of 3 inches (76 mm) clear from the bottom of the footing.
(Ord. 2020-01 § 1, 2020; Ord. 2022-04 § 2, 2022)