Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 501
... doors regardless of occupant load . Buildings or structures used for human occupancy shall have at least one exit door that meets the requirements of Subsection ( e ) . ( b ) Swing . Exit doors shall swing in the direction of exit ...
... doors regardless of occupant load . Buildings or structures used for human occupancy shall have at least one exit door that meets the requirements of Subsection ( e ) . ( b ) Swing . Exit doors shall swing in the direction of exit ...
Page 502
... Door Leaf Width . No leaf of an exit door shall exceed 4 feet in width . ( g ) Special Doors . Revolving , sliding and overhead doors shall not be used as required exits . Power operated doors complying with U.B.C. Stan- dard No. 33-1 ...
... Door Leaf Width . No leaf of an exit door shall exceed 4 feet in width . ( g ) Special Doors . Revolving , sliding and overhead doors shall not be used as required exits . Power operated doors complying with U.B.C. Stan- dard No. 33-1 ...
Page 608
... doors , glazing immediately adjacent to such doors , glazing adjacent to any surface normally used as a walking surface , sliding glass door units , including fixed glass panels which are part of such units , shower doors , tub ...
... doors , glazing immediately adjacent to such doors , glazing adjacent to any surface normally used as a walking surface , sliding glass door units , including fixed glass panels which are part of such units , shower doors , tub ...
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 stress applied approved axial bars beam bending bolts building official building or structure ceiling column compression members compressive strength computed concrete conform dead load Decking diameter distance Division 1 Occupancies exceed exit exterior walls fire-resistive construction flange flexural foot Formula frame girders grade Group grout gypsum height horizontal inspection installed joints joists lath 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 partitions percent permitted plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength