Laserfiche WebLink
<br />6. Enclosures of interior stairwl. <br />(a). All interior stairways in buildings connecting two or <br />more stories, whether required as exits or not, shall be enclosed, <br />except as otherwise provided in paragraph (d). <br />(b). In unsprinklered buildings which exceed 30 feet to the <br />floor of the topmost story, or are occupied by more than 75 persons <br />above, or 40 persons below, the first story above grade, not counting <br />those in the first story, and in multifamily houses 4 stories or more <br />in height, interior required stairways shall be enclosed with fire <br />partitions. <br /> <br />e <br /> <br />e <br /> <br />e <br />WORKMANSHIP AND MATERIALS. <br /> <br />Workmanship <br />ma terials shall <br /> <br />SECTION 21 <br /> <br />All building materials shall be of good quality. <br />in the fabrication, preparation and installation of <br />conform to generally accepted good practice. <br /> <br />. <br /> <br />. <br /> <br />. <br />DESIGN LOADS, STRESSES AND WIND <br /> <br />SECTION 22. <br />PRESSURE. <br /> <br />(c). In other buildings interior stairways shall be enclosed in <br />partitions having a fire resistance rating of not less than one hour. <br />In buildings of fireproof construction and semifireproof construc- <br />tion such partitions shall be noncombustible. <br /> <br />An enclosure shall not be required for <br />(1). A flight of stairs from the main entrance floor to the <br />next above when such stairs are not a part of a required <br /> <br />(d) <br /> <br />Buildings or structures, including tanks, towers and signs, here- <br />after erected and all new construction in the alteration of heretofore <br />erected buildings or structures shall be designed and constructed for <br />live and dead loads and wind pressures in accordance with the Na- <br />tional Building Code, 1949 Edition, recommended by the National <br />Board of Fire Underwriters, and with resulting' stresses not in ex- <br />cess of those permitted by said code. <br /> <br />mezzanine having <br />the floor immedi- <br /> <br />floor <br />sooinvay. <br />(2). A flight of stairs in a building of fireproof construc- <br />tion,' semifireproof construction, or a sprinklered building of <br />heavy timber construction or ordinary construction or non- <br />combustible construction, when such stairs connect only one <br />story with one other story immediately above or below it. In <br />such case the upper end of the stairway shall not connect to a <br />hallway serving as an exit except through a fire door. <br />(3). A flight of stairs from a balcony or <br />an area not exceeding 25 per cent of that of <br />ately below. <br /> <br />,. <br />I <br /> <br />I <br />i <br />I <br />I <br /> <br />FOUNDATIONS. <br /> <br />Except when erected upon hardpan or solid rock or upon walls <br />or piers on the water front, foungation walls or other permanent <br />supports shall be carried not less than one foot below frost line <br />and shall rest on solid ground or on leveled rock, or on piles or <br />ranging timbers when solid earth or rock is not found; provided <br />that wherf one-story buildings of wood frame construction, ordinary <br />construction, noncombustible construction or unprotected metal <br />construction do not exceed 750 square feet in area, such foundation <br />walls or other permanent supports shall not be required. <br /> <br />23. <br /> <br />SECTION <br /> <br />1. Construction. <br />(a). All masonry shall be protected against freezing for at <br />least 48 hours after being placed. Unless adequate precautions <br />against freezing are taken, no masonry shall be built when the <br />temperature is below 320 Fahrenheit on a rising temperature or <br />below 400 on a falling temperature, at the point where the work is <br />in progress. No frozen materials shall be built upon. <br />(b). Except when carried independently by girders at each <br />floor, no wall shall be built up more than 25 feet in height in advance <br />of other walls of the building. <br />(c). Masonry walls that meet or intersect shall be adequately <br />bonded or anchored. Piers having less than 4 square feet of cross- <br />sectional area when located at an intersection with a wall shall be <br />bonded into and built as part of that wall. <br />(d). Except for window-paneled backs and permissible chases <br />and recesses, walls shall not vary in thickness between their lateral <br />supports. When a change in thickness, due to minimum thickness <br />requirements, occurs between floor levels, the greater thickness shall <br />be carried up to the higher floor level. <br />(e). Isolated piers or posts on the interior of buildings shall <br />not be built of stone. The unsupported height of piers shall not <br />exceed 10 times their least dimension. Hollow masonry units shall <br />not be used for isolated piers to support beams and girders unless <br /> <br />22 <br /> <br />(e). Openings. No openings except the necessary doorways, <br />and windows opening to the exterior of the building, shall be per- <br />mitted in a stair enclosure required by this section. Such doorways <br />shall be equipped with approved self-closing. fire doors, except that <br />when fire partitions are not required for the enclosure, substantial <br />self-closing metal or metal covered doors or solid wooden doors of <br />the flush type of nominal thickness not less than 1% inches may be <br />used. In school buildings, doors on openings in stair enclosures <br />may have wired glass panels; the area of such glass in anyone <br />door shall not exceed 720 square inches. <br /> <br />. <br /> <br />. <br /> <br />MASONRY. <br /> <br />24. <br /> <br />SECTION <br /> <br />7. Width of interior stairways. The minimum unobstructed <br />width of a stairway serving as a required exit shall be not less than <br />44 inches; provided that in multifamily houses and storage buildings, <br />and in other buildings occupied by a single tenant and limited in <br />occupancy to 40 persons, such width may be 36 inches. The width <br />of stairs shall be measured between hand rails except where hand <br />rails project not more than 30 inches into such width. <br /> <br />8. Treads and risers. <br /> <br />(a). Treads and risers of required stairs shall be so propor- <br />tioned that the product of the width of tread, exclusive of nosing, <br />and the height of riser, in i~ches, shall be not less than 70 nor more <br />than 75; but risers shall not exceed 7;14 inches in Aeight, and treads, <br />exclusive of nosing, shall be not less than 90 inches wide; except <br />that in schools the proportion and dimensions of the treads and <br /> <br />15 <br /> <br />'. <br /> <br />. <br />