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06
City of Pleasanton
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9/25/2013 12:21:35 PM
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9/12/2013 3:38:58 PM
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CITY CLERK
CITY CLERK - TYPE
AGENDA REPORT
DOCUMENT DATE
9/17/2013
DESTRUCT DATE
15Y
DOCUMENT NO
06
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20.10.080 CRC Section R314.3.2 added — Smoke Alarm Installation at Time of <br />Sale or Transfer. <br />Section R314.3 is amended by adding Section R314.3.2 to read as follows: <br />R314.3.2 Installation at time of resale or transfer. No one- or two- family dwelling <br />may be sold or traded in the City of Pleasanton unless and until the seller installs or <br />provides for the installation of smoke alarms in accordance with Section R314.3. This <br />requirement may be met by the seller placing in an escrow account, for the use of the <br />buyer, sufficient funds to pay for said installation. <br />20.10.090 CRC Section R329 added - Installation of Spark Arrestors <br />Chapter 3 is amended by adding Section R329 Installation of Spark Arrestors to read as <br />follows: <br />R329 Installation of Spark Arrestors. Existing one- and two- family dwellings shall be <br />retrofitted with a spark arrestor upon the occurrence of any of the following events: <br />1. Upon notice from the City; <br />2. Re- roofing; <br />3. Resale of the dwelling unit; <br />4. Issuance of a building permit for alterations, repairs or additions in excess of <br />$1,000. <br />In the event of a resale of a dwelling unit, the seller shall be responsible to comply with <br />this ordinance. Any real property professional representing the seller shall be required <br />to notify the seller of seller's obligation to comply with this ordinance. <br />The spark arrestor shall conform to the requirements specified in the CRC Section <br />R 1003.9.1. <br />20.10.100 CRC Section R403.1.3 amended — Seismic Reinforcing. <br />Section R403.1.3 is amended to read as follows: <br />R403.1.3 Seismic reinforcing. Concrete footings located in Seismic Design <br />Categories Do, D, and Dz, as established in Table R301.2(1), shall have minimum <br />reinforcement of at least two continuous longitudinal reinforcing bars not smaller than <br />No. 4 bars. Bottom reinforcement shall be located a minimum of 3 inches (76 mm) clear <br />from the bottom of the footing. <br />In Seismic Design Categories Do, D, and DZ where a construction joint is created <br />between a concrete footing and a stem wall, a minimum of one No. 4 bar shall be <br />installed at not more than 4 feet (1219 mm) on center. The vertical bar shall extend to 3 <br />inches (76 mm) clear of the bottom of the footing, have a standard hook and extend a <br />minimum of 14 inches (357 mm) into the stem wall. <br />
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