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3B Public Hearing 2010 1115
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3B Public Hearing 2010 1115
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11/22/2010 9:36:14 AM
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CM City Clerk-City Council
CM City Clerk-City Council - Document Type
Staff Report
Document Date (6)
11/15/2010
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_CC Agenda 2010 1105
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\City Clerk\City Council\Agenda Packets\2010\Packet 2010 1115
Ord 2010-013
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\City Clerk\City Council\Ordinances\2010
Ord 2010-014
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\City Clerk\City Council\Ordinances\2010
Ord 2010-015
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\City Clerk\City Council\Ordinances\2010
Ord 2010-016
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Ord 2010-017
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Ord 2010-018
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Ord 2010-019
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Ord 2010-020
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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 California 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 ACI 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 />
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