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O-1954-476
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O-1954-476
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Last modified
11/2/2016 3:38:20 PM
Creation date
10/23/2006 6:14:47 PM
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Template:
Legislative Records
Legislative Type
Ordinance
Date
8/20/1954
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<br />'''-.--'''a <br /> <br />.' <br /> <br />, <br /> <br />, <br /> <br />'I~' <br />I, <br />....'--'. <br /> <br />. <br /> <br />-28- <br /> <br />. <br /> <br />provided that when one-story buildings or wood frame construction" ordinary con- <br />13'truction, noncombustible construction or unprotected metal construction do not <br />13xceed 150 square feet in area, such foundation walls or other permanent supports <br />shall not be required. <br /> <br />SECTION 21. MASONRY. <br />1. COOSTRUCTION. <br /> <br />(a) All maso~ shall be protected against freezing for at least 48 <br />hotU's after teing placed. Unless adequate precautions against freezing are taken, <br />no masonry shall be built when the temperature is belaY' 320 Fahrenheit on a rising <br />temperature or below 400 on a falling temperature, at the point where the work is <br /> <br />in progress. No frozen materials shall be built upon. <br />(b) Ex: cept when' carried mdepeniient],y by' girders at each floor, no <br />wall shall be built up more than 25 feet in height in advance or other walls of <br /> <br />the building. <br />(c) Masonry walls that meet or intersect shall be adequately bonded <br />or anchored. Piers having less than 4 square feet of cross-sectional area when <br /> <br />located at an intersection with a wall shall be bonded into and built as part of <br /> <br />that wall. <br /> <br />(d) Except for window-paneled backs and permissible chases and <br /> <br />recesses, walls shall not vary in thiclmess between their lateral supports. <br /> <br />TFJhen a change in thiclmess" due to minimum thickness requirements, occurs between <br /> <br />floor levels, the greater thickness shall be carried up to the higher floor level. <br />(e) Isolated piers or posts on the interior of buildings shall not be <br />built of stone. The unsupported height or piers shall not exceed 10 times their <br />least dimension. Hollow masonry units shall not be usedf or isolated piers to <br />support beams and girders unless solidly filled with concrete or Type A mortar <br />in which case the allowable load mEW' be increased 25 per cent. <br />(f) Door and 1I'rindovT openings in walls shall be spanned by well <br /> <br />buttressed arches, or by lintels having bearings proportioned to their loads but <br />not I ess than 4 inches. <br /> <br />(g) No masonry" ~xcept for interior partitions" shall be supported <br /> <br />on wooden girders or other form of wood construction. <br /> <br />(h) 111 0 timber, other than nailing blocks not exceeding 2 by 4 by 8 <br />inches in size, shall be placed in masonry '\-'Talls; except that in buildings of <br />ordinary construction, timber lintels may be placed over openings, on the inside <br />of t he wall, resting at each end not more than two inches on the wall, and cham- <br />fered or cut to serve as centres for masonry arches; and with the ftU'ther exception <br />
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