Uniform Building Code |
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Page 59
... less than 40 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 ...
... less than 40 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 ...
Page 60
... less than 50 persons for more than 12 hours per week or four hours in any one day 3 - Any building used for day ... less than 20 feet 1 hour less than 5 feet 2 hours less than 5 feet , 1 hour less than 10 feet1 OPENINGS IN EXTERIOR WALLS ...
... less than 50 persons for more than 12 hours per week or four hours in any one day 3 - Any building used for day ... less than 20 feet 1 hour less than 5 feet 2 hours less than 5 feet , 1 hour less than 10 feet1 OPENINGS IN EXTERIOR WALLS ...
Page 121
... less than 6 inches in width and not less than 10 inches in depth . Framed sawn timber or structural glued - laminated timber arches , which spring from the floor line and support floor loads , shall be not less than 8 inches in any ...
... less than 6 inches in width and not less than 10 inches in depth . Framed sawn timber or structural glued - laminated timber arches , which spring from the floor line and support floor loads , shall be not less than 8 inches in any ...
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