Uniform Building Code |
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Page 59
... feet Not permitted less than 5 feet Protected less than 10 feet GROUP B ( Cont . ) E See also Section. A 1 - Any assembly building with a stage and an occupant load of 1000 or more in the building 2 - Any building or portion of a ...
... feet Not permitted less than 5 feet Protected less than 10 feet GROUP B ( Cont . ) E See also Section. A 1 - Any assembly building with a stage and an occupant load of 1000 or more in the building 2 - Any building or portion of a ...
Page 60
... feet 1 hour less than 5 feet 2 hours less than 5 feet , 1 hour less than 10 feet1 OPENINGS IN EXTERIOR WALLS Not permitted less than 5 feet Protected less than 20 feet Not permitted less than 5 feet Not permitted less than 5 feet ...
... feet 1 hour less than 5 feet 2 hours less than 5 feet , 1 hour less than 10 feet1 OPENINGS IN EXTERIOR WALLS Not permitted less than 5 feet Protected less than 20 feet Not permitted less than 5 feet Not permitted less than 5 feet ...
Page 61
... feet Protected less than 60 feet Not permitted less than 5 feet , protected less than 10 feet Not permitted less than 3 feet Not regulated for fire resistance 1 - Hotels and apartment houses Convents and monasteries ( each accommodating ...
... feet Protected less than 60 feet Not permitted less than 5 feet , protected less than 10 feet Not permitted less than 3 feet Not regulated for fire resistance 1 - Hotels and apartment houses Convents and monasteries ( each accommodating ...
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