NS-1598 - Laserfiche WebLink

Home Browse Search

ORDINANCE NO. NS- 1598 Page Five constitute grounds for denial of the application by the director, and such owners shall have no right of appeal from such denial. (c) APPEAL. If an application is denied, other than for the owners' failure to execute and file with the director the agreement specified in subsection (b) of this section, the director shall specify in writing the reason or reasons why said application is denied. Within fifteen (15) days after the director mails notice of the denial of the application, any owner may appeal the director's denial to the uniform code appeals board in the manner specified by subsection (d) of Section 8-2004 of this article. Thereafter, said appeal shall be governed by the provisions of subsection (d) of Section 8-2004 of this article. SECTION 4: That section 8-2005 of the Santa Aha Municipal Code, is hereby amended to read as follows: Sec. 8-2005. ANALYSIS AND DESIGN (a) GENERAL. Every structure within the scope of this article shall be analyzed and constructed to resist minimum total lateral seismic forces assumed to act nonconcurrently in the direction of each of the main axes of the structure in accordance with the following equation: V = IKCSW The value of "IKCS" need not exceed the values set forth in Table B based on the appropriate priority rating. TABLE B HORIZONTAL FORCE FACTORS BASED ON RATING CLASSIFICATION RATING CLASSIFICATION IKCS I 0.186 II 0.133 III & IV 0.100 (b) LATERAL FHRCES ON ELEMENTS OF STRUCTURES. Parts or portions of structures shall be analyzed and designed for lateral loads in accordance with Chapter 23 of the Uniform Building Code but no less than the value from the following equation: F = IC SW P P P For the provision of this subsection, the product of "IS" need not exceed the values as set forth in Table C. EXCEPTION: Unreinforced masonry walls in buildings not having a rating classification of I may be analyzed in accordance with Section 8-2006. (c) ANCHORAGE AND INTERCONNECTION. Anchorage and interconnection of all parts, portions and elements of the structure shall be analyzed and designed for lateral forces in accordance with the equation F IC SW as modified by Table C. Minimum anchorage of masonry ~all~ to each floor or roof shall resist a minimum force of two hundred (200) pounds per lineal foot acting normal to the wall at the level of the floor or roof.