Uniform Building CodeInternational Conference of Building Officials, 1988 - Building laws |
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Page 43
... less than 1000 and a legitimate stage 2.1 - Any building or portion of a building having an assembly room with an occupant load of 300 or more without a stage , including such buildings used for educational purposes and not classed as a ...
... less than 1000 and a legitimate stage 2.1 - Any building or portion of a building having an assembly room with an occupant load of 300 or more without a stage , including such buildings used for educational purposes and not classed as a ...
Page 45
... less than 5 feet , 1 hour elsewhere 1 hour less than 3 feet ( or may be protected on the exterior with materials approved for 1 - hour fire - resistive construction ) Not permitted less than 5 feet Protected less than 10 feet Not ...
... less than 5 feet , 1 hour elsewhere 1 hour less than 3 feet ( or may be protected on the exterior with materials approved for 1 - hour fire - resistive construction ) Not permitted less than 5 feet Protected less than 10 feet Not ...
Page 82
... less than 5 feet , 2 hours less than 10 feet , 1 hour less than 20 feet No requirement based on location 4 hours less than 5 feet , 2 hours less than 10 ft . , 1 hour less than 20 feet 1 hour less than 60 feet OPENINGS IN EXTERIOR ...
... less than 5 feet , 2 hours less than 10 feet , 1 hour less than 20 feet No requirement based on location 4 hours less than 5 feet , 2 hours less than 10 ft . , 1 hour less than 20 feet 1 hour less than 60 feet OPENINGS IN EXTERIOR ...
Contents
Organization and Enforcement | 5 |
Part IIDefinitions and Abbreviations | 20 |
Requirements for Group A Occupancies | 50 |
Copyright | |
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Common terms and phrases
accordance with Section applied approved axial load bars beam bending bolts building official Chapter column compression members compressive strength compressive stress concrete conform corridor dead load Decking diameter diaphragm Division doors edge exceed exit exterior walls factor fire fire-resistive rating flange floor forces Formula framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located masonry materials maximum metal minimum modulus of elasticity nails noncombustible occupant load openings panel particleboard percent permitted perpendicular plaster plywood portland cement pounds per square prestressed protected ratio requirements of Section resist roof rooms Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab smoke detector space span specified in Section splices square feet square inches stairway steel studs surface Table tensile tension thickness Type U.B.C. Standard values vertical wallboard welds width wire wood yield strength