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NS-2182
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Last modified
1/3/2012 1:02:45 PM
Creation date
6/26/2003 10:08:08 AM
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City Clerk
Doc Type
Ordinance
Doc #
NS-2182
Date
1/19/1993
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ORDINANCE NS-2182 <br />PAGE 22 <br /> <br />Footnotes: <br /> <br />(1) <br /> <br />Allowable shear stress may be increased by <br />addition of ten (10) per cent of the axial <br />stress due to the weight of the wall directly <br />above. <br /> <br />Design compression and tension values. Design <br />compressive stresses of analysis specified in <br />this section shall be one hundred (100) psi. <br />Design tension values for unreinforced masonry <br />shall be assumed equal to zero. <br /> <br /> (h) Testing of rod anchors. Five (5) per cent of the existing <br />rod anchors utilized as all or part of required wall anchors shall <br />be tested in pullout by an approved testing laboratory. The minimum <br />number tested shall be four (4) per floor, with two (2) tests at <br />walls with joists framing into the wall and two (2) tests at walls <br />with joists parallel to the wall. The test apparatus shall be <br />supported on the masonry wall at a minimum distance of the wall <br />thickness from the anchor tested. The rod anchor shall be given a <br />preload of three hundred (300) pounds prior to establishing a datum <br />for recording elongation. The tension test load reported shall be <br />recorded at one-eighth (1/8) inch relative movement of the anchor <br />and the adjacent masonry surface. Results of all tests shall be <br />reported. The allowable resistance value of existing anchors shall <br />be forty (40) per cent of the average of the reported test loads. <br /> <br /> (i) Tests for wall anchorage. Qualification tests, for devices <br />used for wall anchorage shall be tested with the entire tension <br />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 <br />interior wall face shall be eliminated for the qualification tests. <br />The resistance value assigned the device shall be twenty (20) per <br />cent of the average of the ultimate loads. <br /> <br /> SECTION 34: That section 8-2500 of the Santa Ana Municipal <br />Code is hereby amended to read as follows: <br /> <br />Sec. 8-2500. Adoption by reference. <br /> <br /> There is adopted by the city that certain code known as the <br />International Association of Plumbing and Mechanical officials <br />Uniform Solar Energy Code, 1991 Edition, save and except that <br />portion entitled "Part I, Administrative." The said code is adopted <br />and incorporated as fully as if set forth at length herein as <br />provided for in section 419 of the Charter of the city. Any <br />provision of this article amending the "Uniform Solar Energy Code" <br />or "solar energy code" shall be construed as amending the <br />above-said code edition. The above-said code edition, together with <br />all other provisions of this article, shall be known as the solar <br /> <br />22 <br /> <br /> <br />
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