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"Section 9.52. Table No. 15-B-2 Item No. 1 of the Building Code is <br />hereby amended <br />to read as follows: <br />"TABLE NO. 15-B-2 WOOD SINGLE OR SHAKE APPLICATION <br /> <br /> WOOD SHINGLES WOOD SHAKES <br />ROOF SLOPE <br /> Not permitted below Not permitted below <br /> 3:12 4:12 (1) <br /> See Table No. 15-C See Table No. 15-C <br /> <br /> Singles and shakes shall be applied to roofs with <br />1. Deck Requirement solid sheathing. <br /> Sheathing shall be minimum 1/2" nominal thickness <br /> and conform to Sections 2312.2 and 2320.12.9 of <br /> the Building Code. Alternative methods to achieve a <br /> Class A or B rating are acceptable. <br /> <br /> "Section 9.53. Section 1514, Appendix Chapter 15 of Building <br />Code Amended: Section 1514, Appendix Chapter 15 of the Building Code is <br />hereby amended to read as follows: <br /> <br /> "Section 1514. General. All reroofing shall conform to the <br />applicable provisions of Chapter 15 of the Building Code. All materials applied <br />as roof-covering for reroofing shall have a fire retardant rating of Class A or B in <br />accordance with U.B.C. Standard 15-2. <br /> <br /> EXCEPTION: Existing roof with a classification less than B may be <br />reroofed with similar material provided that the reroofed area does not exceed <br />twenty five (25) percent of the total roof area in any one-year period. <br /> <br />ORD-001 11 2165 <br />FXS:jtl:mkc <br />6/1/99 <br /> <br /> <br />