Uniform Building Code |
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Page 21
... surface within a 5 - foot horizontal distance of the exterior wall of the building when such sidewalk or ground surface is not more than 10 feet above lowest grade . 2. An elevation 10 feet higher than the lowest grade when the sidewalk ...
... surface within a 5 - foot horizontal distance of the exterior wall of the building when such sidewalk or ground surface is not more than 10 feet above lowest grade . 2. An elevation 10 feet higher than the lowest grade when the sidewalk ...
Page 608
... surface of walls or ceilings , if these materials have surface - burning characteristics no greater than paper of this thick- ness cemented to a noncombustible backing . Foam plastics shall not be used as interior finish except as ...
... surface of walls or ceilings , if these materials have surface - burning characteristics no greater than paper of this thick- ness cemented to a noncombustible backing . Foam plastics shall not be used as interior finish except as ...
Page 668
... surface , leaving the surface rough to receive the finish coat . For three - coat work , the surface of the first coat shall be scored sufficiently to provide adequate bond for the second coat and shall be permitted to harden and set ...
... surface , leaving the surface rough to receive the finish coat . For three - coat work , the surface of the first coat shall be scored sufficiently to provide adequate bond for the second coat and shall be permitted to harden and set ...
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