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2002 ORD O-13-02
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2002 ORD O-13-02
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2/25/2014 4:12:59 PM
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2/20/2014 11:32:45 AM
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1 <br />21 <br />3 <br />4'' <br />5'. <br />6' <br />7 <br />8 <br />9 <br />10 <br />11 <br />12 <br />13 <br />14 <br />15 <br />16 <br />17 <br />18 <br />19 <br />20 <br />21 <br />22 <br />23 <br />24 <br />25 <br />26 <br />27 <br />28 <br />For the purpose of this section area separation walls shall not be <br />defined as separate buildings. <br />3. Section 904.2.11 is added to the California Building Code to read as <br />follows: <br />(1) Automatic fire sprinkler systems shall be installed in all new <br />structures with a total floor area over 5,000 square feet. <br />(2) Existing buildings or structures which are hereafter <br />remodeled, rebuilt, or renovated where such area increase exceeds fifty percent (50%) <br />of the original square footage, as determined by the San Bernardino County Tax <br />Assessor, or 5,000 square feet, whichever occurs first, shall have an approved <br />automatic fire sprinkler system installed throughout therein. <br />4. Section 1615 of the California Building Code is amended to provide <br />that the wind stagnation pressure is adopted as equal to 12.6 pounds per square foot at <br />70 mph on buildings and 25.6 pounds per square foot at 100 mph on pole and sign <br />structures as set forth in Table No. 16-F, or those over 15" in height. <br />5. Section 1617 of the California Building Code is amended by adding <br />the following to the list of symbols and notations: <br />Exposure C is adopted for determination of the combined Height, <br />Exposure and Gust Factor Coefficient Ce. <br />6. Section 1626.2 of the California Building Code is amended by <br />adding the following as its last sentence: <br />The City is located within the Seismic Zone 4. <br />7. Section 1805 of the California Building Code is amended to include <br />the following as its second paragraph: <br />"The Building Official may accept an allowable foundation pressure <br />of 1,000 pounds per square foot and an allowable lateral pressure of 100 pounds per <br />square foot for engineered residential projects (other than tract homes), and for minor <br />structural works (cost not exceeding 30% of the existing structure valuation) for <br />nonresidential tenant improvements, where the appointed registered engineer or <br />architect finds it adequate without a soil report." <br />8. Section 1806.1 of the California Building Code is amended by <br />2 <br />
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