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7A <br /> Page 5 <br /> Section 108.2 Schedule of Fees. The Buiiding Off'rcial shall charge a fee to the <br /> person �ling an application or requesting services for such permit, such fee to be <br /> established by resolution of the Council. <br /> (Ord. N�. 2241, § 2, 12-5-2002) <br /> Sec. 9.43. TABlE. '1505.'t �F THE BUILDING CODE AMENDED: <br /> Tabfe 1505.1 of the Building Code is hereby amended to read as follows: <br /> TABLE 1505.1 <br /> M(NIMUM ROOF COVERING CLASSIFICATI4N <br /> FGr TYPES OF CONSTRUCTION <br /> !A IB IIA !IB IIIA IIIB iV VA VB <br /> B B B B B B B B B <br /> {�rd. No. 2241, § 2, 12-5-02) . <br /> Secs. 9.44 - 9.72. RESERVED. <br /> Sec. 9.73. SECTION 1914 OF THE BUILDING CO[3E AMENDED: Section <br /> 1910 of the Building Code is hereby amended ta read as follows: <br /> Sectian 1910.1. Concrete Slabs on Grade. This section shall apply to concrete <br /> slabs on grade in consfruction related to Groups R and U occupancies only. <br /> Section 1910.1.1. Concrete slab floors, garage slabs, and driveways shall have a <br /> minimum thickness of three and one-half (3 1/2} inches and shall be reinforced <br /> with a minimum six (6) inch by six (6) inch by six {6) gauge welded wire fabric or <br /> equivalent area of reinforcing. Welded wire fabric manufactured in mats shal! be <br /> used. All reinforcement shali be appropriately supported in order to Keep the <br /> reinfarcement in the mid-depth of the slab until the completion of the concrete <br /> p�ur. <br /> Section 1910.2. Under habitable rooms of Groups R occupancies, a vapor barrier <br /> approved by the Building Officia! shall be ir�stalled be►�eat� the concrete slab <br /> floor. Single-ply plas#ic vapor barriers shall no# be used. An approved base <br /> rnaterial of suitable consistency, compaction, and thickness shail be provided <br /> directly under the concrete slab vapor barrier to retard capillary action. Two (2) <br /> inches of sand shall be provided between the vapor barrier and the concrete <br /> slab. T�e top af the concrete floor slab shall be a minimum six {6) inches above <br /> exterior finisl�ed grade. <br /> (Ord. No. 2241, § 2, 12-5-2002) <br /> Secs. 9.74 -9.82. RESERVED. <br /> Atty/Ord/0rd.291 <br /> 120307 3 <br />