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20.08.050 <br />based on steepness of slope and/or <br />fuel loadings from combustible plant <br />materials as set forth in the Safety <br />Element of the General Plan. (Bal- <br />ance of section to remain.) <br />(Ord. 1778 § 2, 1999; Ord. 1669 § 2, <br />1995) <br />20.08.053 Section 1806.1 Amended - <br />Footings: <br />Section 1806.1 Footings of the Cali- <br />fornia Building Standards Code 1998 <br />Edition (24 CCR), and including by <br />reference the Uniform Building Code, <br />1997 Edition, parts 1, 2 and 3 is <br />amended to read as follows: <br />General. Footings and foundations <br />shall be constructed of masonry, <br />concrete or treated wood in confor- <br />mance with Division II and shall <br />extend below the frost line. Footings <br />of concrete and masonry shall be of <br />solid material. Foundations support- <br />ing wood shall extend at least 6 <br />inches (152 mm) above the adjacent <br />finish grade. Footings shall have a <br />minimum depth as indicated in Table <br />18-I-C unless another depth is rec- <br />ommended by a foundation investiga- <br />tion. Aminimum of one top and one <br />bottom continuous bars of '/2" diame- <br />ter reinforcing steel shall be required <br />in all continuous concrete or mason- <br />ry bearing foundations. <br />(Ord. 1778 § 2, 1999; Ord. 1669 § 2, <br />1995) <br />20.08.054 Division IV -Seismic <br />Provisions For Structural <br />Steel Buildings - <br />Amended: <br />Division IV -Seismic Provisions For <br />Structural Steel Buildings of the Cali- <br />fornia Building Standards Code 1998 <br />Edition (24 CCR), and including by <br />reference the Uniform Building Code, <br />1997 Edition, parts 1, 2 and 3 is <br />amended to read as follows: <br />Based on Seismic Provisions for <br />Structural Steel Buildings, Parts I <br />and III, of the American Institute of <br />Steel Construction, April 15, 1997. <br />Section 2210. Adoption. Except <br />for the modifications as set forth in <br />Section 2211 of this division and <br />Section 2212 Division V, as modi- <br />fied here, and the requirements of <br />the building code, the seismic <br />design, fabrication, and erection of <br />structural steel shall be in accor- <br />dance with the Seismic Provisions <br />for Structural Steel Buildings, <br />April 15, 1997 published by the <br />American Institute of Steel Con- <br />struction, 1 East Wacker Drive, <br />Suite 3100, Chicago, IL 60601, <br />hereinafter referred to as AISC- <br />Seismic, as if set out in length <br />herein. <br />The adoption of AISC-Seismic, <br />shall include Part I (LRFD) and <br />Part III (ASD). <br />(Pleasanton April 2000) 700_20 <br />