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190 ~ain St, Aumsville <br />October 11, 1991 <br />Page 3 <br /> <br />16. <br /> <br />17. <br /> <br />18. <br /> <br />19. <br /> <br />A Type II hood is required for collecting and removing steam, vapor, <br />heat or odors above steam jacketed kettles, dishwashing machines and <br />similar equipment which produce comparable amounts of steam, or heat. <br />(UMC 2003(a)) <br /> <br />Foundation plates or sills shall be bolted to the foundation wall with <br />not less than 1/2-inch diameter steel bolts embedded at least 7 inches <br />into the concrete and not spaced more than 6 feet apart. (2907(f)) <br /> <br />Ail foundation plates or sills and sleepers shall be pressure treated <br />wood. (2516(c)3) <br /> <br />20. <br /> <br />2i. <br /> <br />Show the soil classification and design bearing capacity on the plans. <br /> <br />22. <br /> <br />Suspended ceiling systems shall be braced for lateral loads. Where <br />substantiating design calculations are not provided, horizontal <br />restraints shall be effected by four No. 12 gage wires secured to the <br />main runner within 2 inches of the cross runner intersection and splayed <br />90 degrees from each other at an angle not exceeding 45 degrees from the <br />plane of the ceiling. A strut fastened to the main runner shall be <br />extended to and fastened to the structural members supporting the roof <br />or floor above. The strut shall be adequate to resist the vertical <br />component induced by the bracing wires. These horizontal restraint <br />points shall be placed 12 feet on center in both directions with the <br />first point within 6 feet from each wall. Attachment of the restraint <br />wires to the structure above shall be adequate for the load imposed. <br />(UBC Std. 47-18 Sec. 47.1812(c)) <br /> <br />Only "intermediate" and "heavy duty" ceiling systems may be used for the <br />support of lighting fixtures. Ail lighting fixtures shall be positively <br />attached to the suspended ceiling system. The attachment device shall <br />have a capacity of 100 percent of the lighting fixture weight acting in <br />any direction. When "intermediate" systems are used, NO. 12 gage <br />hangers shall be attached to the grid members within 3 inches of each <br />corner of each fixture. Tandem fixtures may utilize co,on wires. <br />Where "heavy duty" systems are used, supplemental hangers are not <br />required if a 48-inch modular hanger pattern is followed. When cross <br />runners are used without supplemental hangers to support lighting <br />fixtures, these cross runners must provide the same carrying capacity as <br />the main runner. Lighting fixtures weighing less than 56 pounds shall <br />have, in addition to the requirements outlined above, two No. 12 gage <br />hangers connected from the fixture housing to the structure above. <br />These wires may be slack. Lighting fixtures weighing 56 pounds or more <br />shall be supported directly from the structure above by approved <br />hangers. (U~C std. 47-18 sec. 47.1813) <br /> <br />The roof covering shall be a Class A or Class B roofing, sec. 3203. <br /> <br />The design of the roof trusses was not submitted with the plans and is <br />not included in this plan revieW. Roof trusses are required to be <br />designed by an Oregon registered engineer or architect. When the truss <br />supplier is selected, submit the structural drawings and design <br />calculations for review. <br /> <br />Enclosed attics and rafter spaces shall have cross ventilation for each <br />separate space. The net free ventilating area shall be not less than <br />1/1~0 of the area of the space ventilated. (3205(c)) <br /> <br /> <br />