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2. Construction, Cabinets shall be constructed of <br />metal. The interior of cabinets shall be treated, coated or <br />constructed of materials that are nvn-reactive with the <br />hazardous material stored. Such treatment, coating ar con- <br />struction shall include the entire interior of the cabinet. <br />Cabinets shall either be listed as suitable far the intended <br />storage or constructed in accordance with the following: <br />A. Cabinets shall be of steel having a thickness <br />of not less than 0.043 inches. The cabinet, including <br />the door, shall be double-wailed with 1-1/~ inch air- <br />space between the walls. Joints shall be riveted ar <br />welded and shall be tight fitting. Doors shall be well <br />fitted, self-closing and equipped with aself-latching <br />device. <br />B. The bottoms of cabinets utilized for the storage <br />of liquids shall be liquid tight to a minimum height of <br />two inches. <br />gyp} Fire Extin uishin S stems. Unless exempted or otherwise <br />provided for in Sections H0.302 through 80.315, indoor storage areas <br />and storage buildings shall be protected by an automatic sprinkler <br />system. The design of the sprinkler system shall be not less than <br />that required under UBC Standard 38-1 far ordinary hazard, Group 3 <br />with a minimum design area of 3,000 square feet. Where the mater- <br />ials or storage arrangement require a higher level of sprinkler <br />system protection in accordance with nationally recognized stand- <br />ards, the higher level of sprinkler system protection shall be <br />provided. <br />EXCEPTION: Approved alternate automatic fire extin- <br />guishing systems may be used. <br />~q} Ex losion Ventin or Su ression. Unless exempted ar <br />otherwise provided for in Sections 80.302 through 80.315, indoor <br />storage areas and storage bui 1 di ngs shal 1 be provided with expl o- <br />sion venting, equivalent protective devices, suppression systems, <br />or barricades. The design shall be by competent persons and <br />recagni ze the nature of the stored material and its behavior i n a <br />likely explosion. Areas which are provided with explosion venting <br />shall comply with the fol 1 owl ng: <br />1. Walls, ceilings and roofs exposing another occupancy <br />or use shall be designed tv resist a minimum internal pres- <br />sure of 100 pounds per square foot ~psf}. <br />2. Explosion venting shall only be permitted in exter- <br />ior walls or roofs or through specially designed shafts to <br />the exterior of the building. <br />3. Venting shall be designed to prevent serious struc- <br />tural damage and the production of lethal projectiles, <br />4. The aggregate clear vent relief area shall be gov- <br />erned by the pressure resistance of the non-relieving portions <br />of the building. <br />5. Vents shall be designed to relieve at a maximum <br />internal pressure of 20 pounds per square foot ~psf} and shall <br />consist of any one or any combination of the following: <br />A. Walls of light-weight material. <br />B. lightly fastened hatch covers. <br />Ordinance - 30 <br />