Laserfiche WebLink
(b) Walls, for warehouse class only excepting party and firewalls, for all <br />buildings of other than the dwelling house class, not exceeding five stories or sixty- <br />five (65) feet in height, shall have the upper two stories not less than twelve (12) <br />inches thick, incfeasing four (4) inches in thickness for each two stories or fraction <br />thereof below. <br />(c) For all walls of buildings of the dwelling house class the upper three <br />Stories shall be not less than eight (8) inches thick increasing four(41 inches in <br />thickness for each three stories or fraction thereof below. <br />(d) Walls in skelton construction shall be of brick, or stone concrete. <br />They shall be supported by girders at each story, which shall be laid in Portland Cement <br />Mortar. Fire walls not less than 12" thickness. <br />(e) In all buildings except dwellings, frame buildings, and skelton <br />construction, party walls and fire walls which serve as bearing walls on both sides;, <br />shall be not less than sixteen (16) inches thick in the upper two stories or upper <br />thirty (30) feet, increasing four(4) inches in thickness for each two stories or <br />fraction therof below. All other fire walls shall be not less than twelve (12 ) <br />inches thick in the upper four stories or upper fifty feet, increasing four (4) inches <br />in thickness for bath two stories or fraction thereof below. Portland Cement Mortar <br />only shall be used in such walls. <br />(f) Reinforced stone or gravel concrete walls, with the steel reinforce- <br />ment running both horizontally and vertically and weighing not less than one-half (1/2) <br />pound per square foot of wall, may have a thickness four (4) inches less than that pre- <br />scribed for brick walls. <br />Vallee <br />(g) Stone walls shall be four (4) inches thicker than required for brick <br />(h) The foundation walls of all buildings over two stories in height shall <br />•be four (4) inches thicker from footing to grade than required for the remainder of the <br />wall. <br />(i) All exterior and di inion walls over one story high, excepting such walls <br />that face on a street and are finished with incombustible cornices, gutters, or crown <br />mouldings, the walls of detached dwellings with peaked or hippedroofe, shall extend <br />the full thickness of the top story to at least two (21 feet above the roof' surfacing <br />as a parapet and be properly coped. Ware houses and all manufacturing or commercial build- <br />ings shall have parapets three (3) feet above the roof surfacing and be coped, and walls <br />not less tt:ari 9". <br />(j) ?ire walls shall be continuous from foundation to three (3) feet above <br />level, and be coped. <br />(k) Hollow blocks of terra cotta or concrete blocks when used for bearing <br />walls shall have not more than 50% of cellular space. Portland Cement; only shall be <br />used in the manufacture of concrete blocks. The coarse aggregate shall be of suitable <br />material graded in size, but in no case shall the maximum dimension exceed one-half <br />the minimum width of any section of the: finished block. Concrete blocks shall not be used <br />in construction until they have attained the age of 28 days, or developed the strength <br />required in this section. All b4ilding blocks shall be laid in Portland Cement Mortar. <br />11) The compressive strength of building blocks shall in all cases be <br />calculated upon the gross area of the bedding faces, no account being taken of the <br />cellular spaces. The aberage ultimate compressive strength for terra cotta blocks laid <br />