Uniform Building Code |
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Page 64
... rooms shall be of noncombus- tible liquid - tight construction . Raised grating over floors shall be of noncombus- tible materials . See Section 902 ( c ) for sill requirements for liquid storage rooms . 2. Location within building ...
... rooms shall be of noncombus- tible liquid - tight construction . Raised grating over floors shall be of noncombus- tible materials . See Section 902 ( c ) for sill requirements for liquid storage rooms . 2. Location within building ...
Page 72
... rooms , dormitories and habitable rooms within a dwelling unit shall be provided with natural light by means of exterior glazed openings with an area not less than one tenth of the floor area of such rooms with a minimum of 10 square ...
... rooms , dormitories and habitable rooms within a dwelling unit shall be provided with natural light by means of exterior glazed openings with an area not less than one tenth of the floor area of such rooms with a minimum of 10 square ...
Page 575
... Rooms . Interior rooms may exit through adjoin- ing or intervening rooms , provided the total distance of travel through such rooms to an exit corridor does not exceed that specified in Subsection ( c ) 1 above and is a direct , obvious ...
... Rooms . Interior rooms may exit through adjoin- ing or intervening rooms , provided the total distance of travel through such rooms to an exit corridor does not exceed that specified in Subsection ( c ) 1 above and is a direct , obvious ...
Contents
Organization and Enforcement | 4 |
Part IIDefinitions and Abbreviations | 17 |
Part IIIRequirements Based on Occupancy | 27 |
Copyright | |
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Common terms and phrases
accordance with Section Allowable Unit Stresses applied approved atrium axial load bars beam bolts building official building or structure column comply compression members concrete conform dead load deflection diameter diaphragms Division 1 Occupancies exceed exit exterior walls extreme fiber factor Fire Code floor area Formula framing girders grade Group H grout height horizontal shear inspection installed joints joists laminations lateral forces length less live load located lumber materials maximum minimum modulus of elasticity nails noncombustible occupancy separation openings panel Parallel to Grain particleboard partitions percent permitted perpendicular plywood portion pounds per square prestressing protected psi psi psi ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel storage strength Stud Table tensile tensile stress tension thickness U.B.C. Standard vertical welds width wood yield strength