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Section 1613.10 is added to read as follows: <br /> 1613.10 ASCE 7, Section 12.8.7. Modify ASCE 7 Section 12.8.7 by amending Equationl2.8 -16 as <br /> follows: <br /> 0= (P /(V (12.8 -16) <br /> Section 7 -5 -165: CONCRETE CONSTRUCTION <br /> Section 1704.4 of the California Building Code, 2010 Edition is amended as follows: <br /> 1704.4 Concrete Construction. The special inspections and verifications for concrete <br /> construction shall be as required by this section and Table 1704.4. <br /> EXCEPTIONS: Special inspection shall not be required for: <br /> 1. Isolated spread concrete footings of buildings three stories or less in height that <br /> are fully supported on earth or rock, where the structured design of the footing is <br /> based on a .specified compressive strength, fc, no greater than 2,500 pounds per <br /> square inch (psi) (17.2 Alpo). <br /> 2. Continuous concrete footings supporting walls of buildings three stories or less in <br /> height that are fully supported on earth or rock where: <br /> 2.1. The footings support walls of light -frame construction; <br /> 2.2. The footings are designed in accordance with Table 1805.4.2; or <br /> 2.3. The structural design of the footing is based on a specified compressive <br /> strength, Pc, no greater than 2,500 pounds per square inch (psi) (17.2 <br /> Mpa), regardless of the compressive strength specified in the <br /> construction documents or used in the footingconstruction. <br /> 3. Nonstructural concrete slabs supported directly on the ground, including <br /> prestressed slabs on grade, where the effective prestress in the concrete is less <br /> than 150 psi (1.03 Mpa). <br /> 4. Concrete foundation walls constructed in accordance with Table 1805.5(5). <br /> 5. Concrete patios, driveways and sidewalks, on grade. <br /> Section 7 -5 -170: STRUCTURAL OBSERVATIONS FOR SEISMIC RESITANCE <br /> Section 1710.2 of the 2010 Edition of the California Building Code is amended by adding new item <br /> 6 and exception to read as follows: <br /> 6. Structural observations of the lateral system shall be provided for all new <br /> commercial, industrial, and multifamily buildings and all new single family dwelling on <br /> hillsides. <br /> Exception: Structural observations of the lateral system may be waived for one and two - <br /> story wood residential structure when such structures are in full compliance with <br /> conventional design of Chapter 23 of the California Building Code. <br />