Ord 2428 - Laserfiche WebLink

Browse Search

01/09/2017 J103.3. Grading Fees. At the time of filing for a grading permit, the applicant shall deposit funds to cover the costs of plan checking. Prior to plan approval, additional fees shall be deposited to cover the costs of inspection. The plan checking and inspection deposit amounts and City costs shall be established by resolution of the City Council. Separate plan review and permit fees shall apply to retaining walls or major drainage structures as required elsewhere in this code. Sec. 9.72. SECTION 1705.3 OF THE BUILDING CODE AMENDED. Section 1705.3 of the Building Code is amended as follows: 1705.3. Concrete construction. Special inspections and tests of concrete construction shall be performed in accordance with this section and Table 1705.3. Exception: Special inspections and tests shall not be required for: 1. Isolated spread concrete footings of buildings three stories or less above grade plane that are fully supported on earth or rock, where the structural design of the footing is based on a specified compressive strength, f'c, no greater than 2,500 pound per square inch (psi) (17.2 Mpa). Sec. 9.73. SECTION 1905.1.7 ACI 318, Section 14.1.4. OF THE BUILDING CODE AMENDED. Section 1905.1.7 of the Building Code is amended as follows: 1905.1.7. ACI 318, Section 14.1.4. Delete ACI 318, Section 14.1.4, and 14.1.4 - Plain concrete in structures assigned to Seismic Design Category C, D, E or F. 14.1.4.1- Structures assigned to Seismic Design Category C, D, E or F shall not have elements of structural plain concrete, except as follows: (a) Isolated footings of plain concrete supporting pedestals or columns are permitted, provided the projection of the footing beyond the face of the supported member does not exceed the footing thickness. Exception: In detached one- and two-family dwellings three stories or less in height, the projection of the footing beyond the face of the supported member is permitted to exceed the footing thickness. (b) Plain concrete footing supporting walls are permitted, provided the footings have at least two continuous longitudinal reinforcing bars. Bars shall not be smaller than No. 4 and shall have a total area of not less than 0.002 times the gross cross-sectional area of the footing. For footings that exceed 8" inches (203 mm) in thickness, a minimum of one bar shall be provided at the top and bottom of the footing. Continuity of reinforcement shall be provided at corners and intersections. ATTY/ORD.433/BUILDING CODE ADOPTION REV: 12-19-16 RL Page 11 of 16 ORDINANCE NO. 2428 MUFF NO. 305