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Ord 2007-030
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Ord 2007-030
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11/7/2007 3:08:24 PM
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11/7/2007 3:02:50 PM
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CM City Clerk-City Council
CM City Clerk-City Council - Document Type
Ordinance
Document Date (6)
11/5/2007
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_CC Agenda 2007 1105
(Reference)
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\City Clerk\City Council\Agenda Packets\2007\Packet 2007 1105
3A Public Hearing 2007 1105
(Reference)
Path:
\City Clerk\City Council\Agenda Packets\2007\Packet 2007 1105
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(h) Five percent of the existing rod anchors utilized as all or part of the required wall <br />anchors shall be tested in pullout by an approved testing laboratory. The <br />minimum number tested shall be four per floor, with two tests at walls with joists <br />framing into the wall and two tests at walls with joists parallel to the wall. The <br />test apparatus shall be supported on the masonry wall at a minimum distance of <br />the wall thickness from the anchor tested. The rod anchor shall be given a preload <br />of 3001bs. prior to establishing a datum for recording elongation. The tension test <br />load reported shall be recorded at one-eighth inch relative movement of the <br />anchor and the adjacent masonry surface. Results of all tests shall be reported. <br />The report shall include the test results as related to the wall thickness and joist <br />orientation. The allowable resistance value of the existing anchors shall be 40 <br />percent of the average of those tested anchors having the same wall thickness and <br />joist orientation. <br />(i) Qualification tests for devices used for wall anchorage shall be tested with the <br />entire tension load carried on the enlarged head at the exterior face of the wall. <br />Bond on the part of the device between the enlarged head and the interior wall <br />face shall be eliminated for the qualification tests. The resistance value assigned <br />the device shall be 20 percent of the average of the ultimate loads. <br />Section 7-5-865 <br />INFORMATION REQL7IRED ON PLANS. <br />(a) General. In addition to the seismic analysis required elsewhere in this Article, the <br />licensed engineer responsible for the seismic analysis of the building shall <br />determine and record the information required by this section on the approved <br />plans. <br />(b) Construction Details. The following requirements with appropriate construction <br />details shall be made part of the approved plans: <br />(1) All unreinforced masonry walls shall be anchored at the roof level by <br />tension bolts through the wall as specified in Table Al-E of Appendix A <br />or by approved equivalent at a maximum anchor spacing of six feet. All <br />unreinforced masonry walls shall be anchored at all floors with tension <br />bolts through the wall or by existing rod anchors at the maximum anchor <br />spacing of six feet. All existing rod anchors shall be secured to the joists <br />to develop the required forces. The Building Official may require testing <br />to verify the adequacy of the embedded ends of existing rod anchors. <br />Tests when required shall conform to Section 7-5-1155A(h). When access <br />to the exterior face of the masonry wall is prevented by proximity of an <br />existing building, wall anchors conforming Table Al-E may be used. <br />Alternative devices to be used in lieu of tension bolts for masonry wall <br />anchorage shall be tested as specified in Section 7-5-860. <br />ORDINANCE NO. 2007-030 9 <br />
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