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Attachment 1 Exhibit B <br />Page 15 of 64 <br />Section 904 of the California Building Code 2025 Edition, (T24 C.C.R. Part 2), and including by reference <br />the International Building Code, 2024 Edition is amended to read as shown in section 904 of the Pleasanton <br />Fire Code (PMC Chapter 20.24). <br /> <br />20.08.060 CBC Section 1505 amended – Fire Classification. <br /> <br />Table 1505.1 Minimum Roof Coverings Classification is deleted, and Section 1505.1 is amended to add <br />the following paragraph to read as follows: <br /> <br />1505.1 General. Roof coverings shall have a Class B or higher fire resistance rating for all buildings <br />regardless of type of construction. <br /> <br />20.08.070 CBC Section 1705.3 amended – Concrete Construction. <br /> <br />Section 1705.3 Exception 1 is amended to read as follows: <br /> <br />1705.3 Concrete Construction. Special inspections and tests of concrete construction shall be <br />performed in accordance with this section and Table 1705.3. <br /> <br />Exception: Special inspections shall not be required for isolated spread concrete footings of buildings <br />three stories or less above grade plane that are fully supported on earth or rock, where the structural <br />design of the footing is based on a specified compressive strength, f’c, not more than 2,500 pounds per <br />square inch (psi) (17.2 Mpa) regardless of the compressive strength specified in the construction <br />documents or used in the footing construction. <br /> <br />20.08.080 CBC Section 1905.6 Plain Concrete-amended <br /> <br />Section 1905.62 is amended to read as follows: <br /> <br />1905.6.2 Seismic Design Categories C, D, E and F is deleted and replaced with the following: <br /> <br />1905.6.2 Seismic Design Categories C, D, E and F Structures assigned to Seismic Design Category C, <br />D, E or F shall not have elements of structural plain concrete, except as follows: <br /> <br />• Isolated footings of plain concrete supporting pedestals or columns are permitted, provided the <br />projection of the footing beyond the face of the supported member does not exceed the footing <br />thickness. <br /> <br />• Plain concrete footing supporting walls are permitted, provided the footings have at least two <br />continuous longitudinal reinforcing bars. Bars shall not be smaller than No. 4 and shall have a total <br />area of not less than 0.002 times the gross cross-sectional area of the footing. A minimum of one <br />bar shall be provided at the top and bottom of the footing. Continuity of reinforcement shall be <br />provided at corners and intersections. <br /> <br /> <br />Page 26 of 376