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05
City of Pleasanton
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CITY CLERK
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2011
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010411
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12/28/2010 1:52:12 PM
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CITY CLERK
CITY CLERK - TYPE
AGENDA REPORT
DOCUMENT DATE
1/4/2011
DESTRUCT DATE
15Y
DOCUMENT NO
05
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2. The roof and three enclosing walls are solid sheathed with '/z -inch nominal <br /> thickness wood structural panels with 8d common nails placed 3/8 inches from <br /> panel edges and spaced not more than 6 inches on center along all panel edges <br /> and 12 inches on center along intermediate framing members. Wall openings for <br /> doors or windows are permitted provided a minimum 4 foot wide wood structural <br /> braced panel with minimum height to length ratio of 2 to 1 is provided at each <br /> end of the wall line and that the wall line be sheathed for 50% of its length. <br /> Cripple walls having a stud height exceeding 14 inches (356 mm) shall be considered a <br /> story for the purpose of this section and shall be braced as required for braced wall lines <br /> in accordance with Table 2308.12.4. Where interior braced wall lines occur without a <br /> continuous foundation below, the length of parallel exterior cripple wall bracing shall be <br /> one and one -half times the lengths required by Table 2308.12.4. Where the cripple wall <br /> sheathing type used is Type S -W and this additional length of bracing cannot be <br /> provided, the capacity of Type S -W sheathing shall be increased by reducing the <br /> spacing of fasteners along the perimeter of each piece of sheathing to 4 inches (102 <br /> mm) o.c. <br /> 20.08.150 CBC Section 2308.12.5 amended — Attachment of sheathing. <br /> Sections 2308.12.5 is amended to read as follows: <br /> 2308.12.5 Attachment of sheathing. Fastening of braced wall panel sheathing shall <br /> not be less than that prescribed in Table 2308.12.4 or Table 2304.9.1. Wall sheathing <br /> shall not be attached to framing members by adhesives. <br /> All braced wall panels shall extend to the roof sheathing and shall be attached to <br /> parallel roof rafters or blocking above with framing clips (18 gauge minimum) spaced at <br /> maximum 24 inches (6096 mm) on center with four 8d nails per leg (total eight 8d nails <br /> per clip). Braced wall parcels shall be laterally braced at each top corner and at <br /> maximum 24 inch (6096 mm) intervals along the top plate of discontinuous vertical <br /> framing. <br /> 20.08.160 CBC Chapter 24 amended — Glass and Glazing. <br /> Chapter 24 is amended to add Section 2410 to read as follows: <br /> Section 2410 Shower Enclosures. <br /> 2410.1 General. Glazing and installation of framed and frameless shower units shall be <br /> in accordance with manufacturer's instructions and the AGA Industry Frameless Shower <br /> Standards (AGA -SHI) and comply with Category II of CPSC 16 CFR 1201. <br /> 2410.1.1 Structural Framing. The entire surround of a shower opening shall be no <br /> Tess than nominal wood stud construction or steel studs with wood furring. <br /> 2410.1.2 Jumping Retainers. A device shall be installed in the header that prevents <br /> a sliding panel from accidentally vacating the opening. <br /> 38 <br />
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