Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 505
... stairways serving an occupant load of less than 10 and stairways to unoccupied roofs may be constructed with an 8 - inch max- imum rise and 9 - inch minimum run . 2. Where the bottom riser adjoins a sloping public way , walk or driveway ...
... stairways serving an occupant load of less than 10 and stairways to unoccupied roofs may be constructed with an 8 - inch max- imum rise and 9 - inch minimum run . 2. Where the bottom riser adjoins a sloping public way , walk or driveway ...
Page 506
... Stairways . Where a basement stairway and a stairway to an upper story terminate in the same exit enclosure , an approved barrier shall be provided to prevent persons from continuing on into the base- ment . Directional exit signs shall ...
... Stairways . Where a basement stairway and a stairway to an upper story terminate in the same exit enclosure , an approved barrier shall be provided to prevent persons from continuing on into the base- ment . Directional exit signs shall ...
Page 508
... stairway , ramp or escalator serving only one adjacent floor and not connected with corridors or stairways serving other floors . For enclosure of escalators serving Group B Occupancies , see Chapter 17 . 2. Stairs in Group R , Division ...
... stairway , ramp or escalator serving only one adjacent floor and not connected with corridors or stairways serving other floors . For enclosure of escalators serving Group B Occupancies , see Chapter 17 . 2. Stairs in Group R , Division ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts building official building or structure ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER flange flexural footnotes Formula framing girders grade Group grout gypsum height inches on center installed joints joists least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain partitions percent permitted plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural Selected Decking shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch stairway steel strength studs Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength