Uniform Building Code |
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Page 202
... covering conforming to the provisions of Subsection ( g ) of this section . 8. Wood supporting roofs and floors . Wood structural members supporting moisture permeable floors or roofs which are exposed to the weather such as concrete or ...
... covering conforming to the provisions of Subsection ( g ) of this section . 8. Wood supporting roofs and floors . Wood structural members supporting moisture permeable floors or roofs which are exposed to the weather such as concrete or ...
Page 205
... covering is placed over sheathing which conforms to the provisions specified elsewhere in this code . All weatherboarding or siding shall be securely nailed to each stud with not less than one nail , or to solid 1 - inch nominal wood ...
... covering is placed over sheathing which conforms to the provisions specified elsewhere in this code . All weatherboarding or siding shall be securely nailed to each stud with not less than one nail , or to solid 1 - inch nominal wood ...
Page 748
... covering shall be completely removed before applying the new roof covering . EXCEPTION : The building official may allow existing roof coverings to remain when inspection reveals that : 1. The structural design is sufficient to sustain ...
... covering shall be completely removed before applying the new roof covering . EXCEPTION : The building official may allow existing roof coverings to remain when inspection reveals that : 1. The structural design is sufficient to sustain ...
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