Uniform Building Code |
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Page 31
... roof overhangs , canopies , marquees or architectural projections . EXCEPTION : When horizontal projecting elements ... roof . EXCEPTIONS : 1. Area separation walls may terminate at the underside of the roof sheathing , deck or slab ...
... roof overhangs , canopies , marquees or architectural projections . EXCEPTION : When horizontal projecting elements ... roof . EXCEPTIONS : 1. Area separation walls may terminate at the underside of the roof sheathing , deck or slab ...
Page 549
... Roof Drainage Sec . 3207. ( a ) General . Roof systems not designed to support accumulated water shall be sloped for drainage . See Section 2305 ( f ) . ( b ) Roof Drains . Unless roofs are sloped to drain over roof edges or are ...
... Roof Drainage Sec . 3207. ( a ) General . Roof systems not designed to support accumulated water shall be sloped for drainage . See Section 2305 ( f ) . ( b ) Roof Drains . Unless roofs are sloped to drain over roof edges or are ...
Page 748
... roofing is complete . Built - up Roofs Sec . 3211. ( a ) General . Built - up roof covering shall be completely removed before applying the new roof covering . EXCEPTION : The building official may allow existing roof coverings to ...
... roofing is complete . Built - up Roofs Sec . 3211. ( a ) General . Built - up roof covering shall be completely removed before applying the new roof covering . EXCEPTION : The building official may allow existing roof coverings to ...
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