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1803.10 Final Report. Before final inspection for any building or structure, the Geotechnical Engineer or Civil Engineer in responsible charge of the soil investigation shall issue a final report stating the completed pad, foundation, finish grading, drainage, and associated site work substantially conforms to the approved plans, specifications, and investigation. 7-5-180 CONCRETE AND MASONRY FOUNDATION WALLS. Section 1807.1.6 of the 2022 California Building Code is amended to read 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 D, E or F. 7-5-185 MODIFICATIONS TO ACI 318. The last paragraph of Section 1905.1.2 of the 2022 California Building Code is amended to read as follows: All special moment frames and special structural walls shall also satisfy 18.2.4 through 18.2.8. Concrete tilt-up wall panels classified as intermediate precast structural wall system shall satisfy 18.10.1 in addition to 18.5.2.1 and 18.5.2.2 for structures assigned to Seismic Design Category D, E or F. 1905.1.7 ACI 318, Section 14.1.4 of the 2022 California Building Code is amended in its entirety to read as follows: 14.1.4 – Plain concrete in structures assigned to Seismic Design Category C, D, E or F. 14.1.4.1 – Structures assigned to Seismic Design Category C, D, E or F shall not have elements of structural plain concrete, except as follows: (a) Isolated footing of plain concrete supporting pedestals or columns are permitted, provided the projection of the footing beyond the face of the supported member does not exceed the footing thickness. Exception: In detached one- and two-family dwellings three stories or less in height, the projection of the footing beyond the face of the supported member is permitted to exceed the following thickness. (b) Plain concrete footing supporting walls are permitted, provided the footings have at least two continuous longitudinal reinforcing bars. Bars shall not be smaller than No.4 and shall have a total area of not less than 0.002 times the gross cross-sectional area of the footing. A minimum