Uniform Building Code |
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Page 547
... doors regardless of occupant load . Buildings or structures used for human occupancy shall have at least one exterior exit door that meets the requirements of Subsection ( e ) . ( b ) Swing . Exit doors shall swing in the direction of ...
... doors regardless of occupant load . Buildings or structures used for human occupancy shall have at least one exterior exit door that meets the requirements of Subsection ( e ) . ( b ) Swing . Exit doors shall swing in the direction of ...
Page 549
... door in open position . 3. Two inches minimum between rail at hinge side and door in open position . 4. Two inches maximum between freestanding rails and jamb or other adjacent surface . ( h ) Floor Level at Doors . Regardless of the ...
... door in open position . 3. Two inches minimum between rail at hinge side and door in open position . 4. Two inches maximum between freestanding rails and jamb or other adjacent surface . ( h ) Floor Level at Doors . Regardless of the ...
Page 601
... door in the event of power failure . A. Cross - corridor doors . B. Horizontal exit doors . C. Area separation walls other than doors serving as the entrance into hotel guest rooms or apartment dwelling units . D. Occupancy separation ...
... door in the event of power failure . A. Cross - corridor doors . B. Horizontal exit doors . C. Area separation walls other than doors serving as the entrance into hotel guest rooms or apartment dwelling units . D. Occupancy separation ...
Contents
008228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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Common terms and phrases
accordance with Section applied approved bars beam bending bolts building official building or structure ceiling Chapter column compression members computed concrete dead load Decking diameter distance Division 1 Occupancies doors exceed exit exterior walls extreme fiber factor fire-resistive construction fire-resistive rating flange Formula framing gauge girders grade grain Group grout gypsum gypsum plaster height horizontal installed joints joists laminations length less live load located masonry materials maximum minimum modulus of elasticity nails noncombustible occupancy separation occupant load one-hour fire-resistive openings panels permitted perpendicular plastic plywood portland cement pounds per square prestressing protected ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress sheathing side slab smoke detector space span specified in Section splices square feet square inch stairway steel studs surface Table tensile stress tension tests thickness Type U.B.C. Standard units at least values vertical welds width wire wood yield strength