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Section 7-5-145: MULTIPLE HAZARDS: OUTDOOR STORAGE. <br />(a) When a hazardous material has multiple hazards, all hazards shall be addressed and <br />controlled in accordance with the provisions of this chapter. When overhead <br />noncombustible construction is provided for sheltering exterior hazardous material <br />storage areas, such storage shall not be considered indoor storage when all of the <br />following conditions are met: <br />(1) Supports shall be of noncombustible construction. <br />(2) Supports and walls shall not obstruct more than 25 percent of the perimeter <br />of the storage area. <br />(3) The distance to buildings, property lines, streets, alleys, public ways or exits <br />to a public way shall not be less than the distance required for an exterior <br />hazardous material storage area without weather protection. <br />Section 7-5-150: SIDEWALK ARCADES IN REDEVELOPMENT AREA. In an <br />established Redevelopment Project Area, the Redevelopment Agency may approve the <br />installation of sidewalk arcades on public property. Except for vertical columns, such arcades <br />shall be not less than eight feet (8') above the pavement below. <br />Section 7-5-I55: NONCOMBUSTIBLE CONSTRUCTION Section 4]4.6.1.3 of the Code <br />is added to read as follows: <br />414.6.1.3 Noncombustible construction. The overhead structure shall be of approved <br />noncombustible construction with a maximum area of 3,000 square feet (140m~). <br />Section 7-5-160: MODIFICATIONS TO ASCE 7 Section 1614.1 of the Code is added to <br />read as follows: <br />16] 4.1 General. The text of ASCE 7 shall be modified as indicated in this Section. <br />1614.1.3 ASCE 7, Section 12.8.1.1. Modify ASCE 7 Section 12.8.1.1 by amending <br />Equation 12.8-5 as follows: <br />CS = 9-9~ 0.044 SoS 1 >_ 0.01 <br />(Eq. 12.8-5) <br />1614.].7 ASCE 7, Section ]2.12.3. Replace ASCE 7 Section 12.12.3 as follows: <br />12.12.3 Minimum Building Separation. All structures shall be separated from <br />adjoining structures. Separations shall allow for the maximum inelastic response <br />displacement (OM). DM shall be determined at critical locations with consideration <br />for both translational and torsional displacements of the structure as follows: <br />M - Cd Smux <br />(Equation 16-45) <br />where Smax is the calculated maximum displacement at Level x as defined in ASCE <br />7 Section 12.8.4.3. <br />2l <br />