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3 <br /> <br />2. The Geotechnical Engineer or Civil Engineer in responsible charge of the soil <br />investigation has been retained to provide soil site observation and provide <br />periodic and final reports to the city. <br /> <br />1803.9 Field Report. Before requesting a foundation inspection from the City, the <br />Geotechnical Engineer or Civil Engineer in responsible charge of the soil investigation shall <br />provide a written field report stating: <br />1. The building pad was prepared and compacted in accordance with the soil report <br />and specification. <br />2. The foundation or pier excavation, depth, backfill materials, and drainage (if <br />applicable), substantially conforms with the soil report and approved plans. <br /> <br />1803.10 Final Report. Before final inspection for any building or structure, the <br />Geotechnical Engineer or Civil Engineer in responsible charge of the soil investigation shall <br />issue a final report stating the completed pad, foundation, finish grading, drainage, and <br />associated site work substantially conforms to the approved plans, specifications, and <br />investigation. <br /> <br />SECTION 7-5-180: CONCRETE AND MASONRY FOUNDATION WALLS <br /> <br />Section 1807.1.6 of the 2013 Edition of the California Building Code is amended to read as <br />follows: <br /> <br />1807.1.6 Prescriptive design of concrete and masonry foundation walls. Concrete and <br />masonry foundation walls that are laterally supported at the top and bottom shall be permitted <br />to be designed and constructed in accordance with this section. Prescriptive design of <br />foundation walls shall not be used for structures assigned to Seismic Design Category D, E or <br />F. <br /> <br />SECTION 7-5-185: MODIFICATIONS TO ACI 318 <br /> <br />Section 1905.1 is amended to read as shown below and Sections 1905.1.10 thru 1905.1.12 is <br />added to Chapter 19 of the 2013 Edition of the California Building Code: <br /> <br />The last paragraph of Section 1905.1.2 of the 2013 Edition of the California Building Code is <br />amended to read as follows: <br /> <br />All special moment frames and special structural walls shall also satisfy 21.1.3 through <br />21.1.7. Concrete tilt-up wall panels classified as intermediate precast structural wall system <br />shall satisfy 21.9 in addition to 21.4.2 and 21.4.3 for structures assigned to Seismic Design <br />Category D, E or F. <br /> <br />1905.1.8 ACI 318, section 22.10 Delete ACI 318, section 22.10, and replace with the <br />following: <br />