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considered as new work and a permit shall be obtained and inspection made as provided in <br />this code. <br />2. The clearing of stoppages or the repairing of leaks in pipes, valves or fixtures, and the <br />removal and reinstallation of water closets, provided that such repairs do not involve or <br />require the replacement or rearrangement of valves, pipes or fixtures. <br />Chapter 16, Basic wind speed for the City shall be as follows: <br />Figure 1609.3(3) Basic Design Wind Speeds (3-Second Gust) -160 M.P.H. <br />Figure 1609.3(4) Basic Design Wind Speeds (3-Second Gust) -160 M.P.H. <br />Section 1609. 1.1 Determination of wind loads. Wind loads on every building or structure shall be <br />determined in accordance with Chapters 26 to 30 of ASCE 7. The type of opening protection required, <br />the basic wind speed, V, and the exposure category for asite is permitted to be determined in <br />accordance with Section 1609 or ASCE 7. Wind shall be assumed to come from any horizontal <br />direction and wind pressures shall be assumed to act normal to the surface considered. <br />Exceptions: <br />1. Subject to the limitations of Section 1609.1.1.1, the provisions of ICC 600 shall be <br />permitted for applicable Group R-2 and R-3 buildings. <br />2. Subject to the limitations of Section 1609.1.1.1, residential structures using the <br />provisions of AWC WFCM. <br />3. Subject to the limitations of Section 1609.1.1.1, residential structures using the <br />provisions of AISI S230. <br />4. Designs using NAAMM FP 1001. <br />5. Designs using TIA -222 for antenna -supporting structures and antennas, provided that <br />the horizontal extent of Topographic Category 2 escarpments in Section 2.6.6.2 of TIA- <br />222 shall be 16 times the height of the escarpment. <br />6. Wind tunnel tests in accordance with ASCE 49 and Sections 31.4 and 31.7 of ASCE 7. <br />7. Temporary structures complyingwith Section 3103.6.1.2. <br />The wind speeds in Figures 1609.3(1) through 1609.3(4) are basic wind speeds, V, and shall be <br />converted in accordance with Section 1609.3.1 to allowable stress design wind speeds, V,,,, when <br />the provisions of the standards referenced in Exceptions 4 and 5 are used. <br />Code Deletions. <br />The following sections of the 2024 International Building Code are deleted. <br />Subsection 1507.8 Wood shingles <br />