Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 100
... Stairs and stair platforms shall be constructed of reinforced concrete , iron , or steel with treads and risers of concrete , iron , or steel . Brick , marble , tile , or other hard incombustible materials may be used for the finish of ...
... Stairs and stair platforms shall be constructed of reinforced concrete , iron , or steel with treads and risers of concrete , iron , or steel . Brick , marble , tile , or other hard incombustible materials may be used for the finish of ...
Page 102
... Stairs and stair platforms shall be constructed of reinforced concrete , iron , or steel with treads and risers of concrete , iron , or steel . Brick , marble , tile , or other hard incombustible materials may be used for the finish of ...
... Stairs and stair platforms shall be constructed of reinforced concrete , iron , or steel with treads and risers of concrete , iron , or steel . Brick , marble , tile , or other hard incombustible materials may be used for the finish of ...
Page 104
... Stair Construction from an adjacent property line or the center line of a street or public space . No openings shall ... stair construction shall be as required for Type I buildings . Stairs and exits shall be designed and constructed as ...
... Stair Construction from an adjacent property line or the center line of a street or public space . No openings shall ... stair construction shall be as required for Type I buildings . Stairs and exits shall be designed and constructed as ...
Contents
HOW TO USE THE UNIFORM BUILDING CODE | 21 |
CHAPTER 3 | 28 |
Part IIDefinitions and Abbreviations | 35 |
Copyright | |
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Common terms and phrases
allowable stress allowable unit stresses applied approved axial load bars beam bending bolts bond Building Official building or structure ceiling cement cent chimney Code column compression members compressive strength computed conform construction Continued dead load designed diameter distance Douglas Fir exceed exit exterior walls EXTREME FIBER Fire Zone fire-resistive rating flange floor Formula framing gauge girders glued-laminated grade Group grout gypsum height horizontal incombustible joints joists Laminations lath least length less live load longitudinal lumber materials maximum metal minimum Modulus of Elasticity mortar nails occupant load openings parallel to grain permitted perpendicular plaster plate plywood portland cement pounds per square prestressing ratio resist roof Select Structural shear stress shear walls sheathing slab space span specified in Section splices square feet square inch steel studs surface Table thickness tion twelve inches 12 Type U.B.C. Standard values vertical welds width wire wood yield strength