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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 and <br /> 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 /> 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 /> SECTION 7 -5 -180: CONCRETE AND MASONRY FOUNDATION WALLS <br /> Section 1807.1.6 of the 2010 Edition of the California Building Code is amended to read as <br /> follows: <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 /> SECTION 7 -5 -185: MODIFICATIONS TO ACI 318 <br /> Section 1908.1 is amended to read as shown below and Sections 1908.1.11 thru 1908.1.14 is <br /> added to Chapter 19 of the 2010 Edition of the California Building Code: <br /> The last paragraph of Section 1908.1.2 of the 2010 Edition of the Califomia Building Code <br /> is amended to read as follows: <br /> All special moment frames and special structural walls shall also satisfy 21.1.3 <br /> through 21.1.7. Concrete tilt -up wall panels classified as intermediate precast <br /> structural wall system shall satisfy 21.9 in addition to 21.4.2 and 21.4.3 for <br /> structures assigned to Seismic Design Category D, E or F. <br /> 1908.1.8 AC1 318, section 22.10 Delete ACI 318, section 22.10, and replace with the following: <br /> 22.10 - Plain concrete in structures assigned to seismic design category C, D, E or F. <br /> ORDINANCE NO. 2010 -013 25 <br />