Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 62
Group A assembly rooms having an occupant load of 1000 or more shall not be located in the basement . EXCEPTION : Basements of buildings of Type I or II - F.R . construction . Division 3 Occupancies with an occupant load of 50 or more ...
Group A assembly rooms having an occupant load of 1000 or more shall not be located in the basement . EXCEPTION : Basements of buildings of Type I or II - F.R . construction . Division 3 Occupancies with an occupant load of 50 or more ...
Page 206
Openings shall be located as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides . They shall be covered with corrosion - resistant wire mesh not less than 14 inch nor more ...
Openings shall be located as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides . They shall be covered with corrosion - resistant wire mesh not less than 14 inch nor more ...
Page 543
Outlets at enclosed stairways shall be located within the enclosures . Except in buildings equipped with an approved automatic sprinkler system , risers and laterals of Class I standpipe systems not located within an enclosed stairway ...
Outlets at enclosed stairways shall be located within the enclosures . Except in buildings equipped with an approved automatic sprinkler system , risers and laterals of Class I standpipe systems not located within an enclosed stairway ...
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Contents
Page | 14 |
Effective Use of the Uniform Building Code | 18 |
Definitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
accordance additional allowable applied approved assembly bars beam bearing bending bolts building official ceiling Chapter column compression compressive stress computed concrete conform connections considered construction continuous covered Decking determined diameter direction distance Division doors edge effective equal equipment exceed EXCEPTION exit exterior face factor feet fire fire-resistive flange floor foot forces Formula frame grade greater Group gypsum height horizontal inches inspection installed joints lateral least length less limited load located masonry materials maximum metal nails Occupancies openings parallel percent permitted placed plaster plate portion pounds protected ratio reinforcement resist roof Section Select separation shear side single slab space span specified square steel story strength stress Structural studs surface Table tension tests thickness tion Type U.B.C. Standard unit values vertical walls welds width wire wood