Uniform Building Code |
From inside the book
Results 1-3 of 68
Page 204
... installed in floor - ceiling assemblies of buildings or portions of buildings used for other than dwelling or hotel occupan- cies so that the area of the concealed space does not exceed 1,000 square feet and so that the horizontal ...
... installed in floor - ceiling assemblies of buildings or portions of buildings used for other than dwelling or hotel occupan- cies so that the area of the concealed space does not exceed 1,000 square feet and so that the horizontal ...
Page 546
... installed with plies laid parallel to the slope of the deck , and the surfacing material shall be other than gravel or slag . 2. Asphalt shingles laid with double coverage may be installed on slopes as low as 2 inches in 12 inches ...
... installed with plies laid parallel to the slope of the deck , and the surfacing material shall be other than gravel or slag . 2. Asphalt shingles laid with double coverage may be installed on slopes as low as 2 inches in 12 inches ...
Page 696
... installed . The area of a single pane of glazing installed above the first story shall not exceed 16 square feet and the vertical dimension of a single pane shall not exceed 4 feet . EXCEPTION : When an approved automatic sprinkler ...
... installed . The area of a single pane of glazing installed above the first story shall not exceed 16 square feet and the vertical dimension of a single pane shall not exceed 4 feet . EXCEPTION : When an approved automatic sprinkler ...
Contents
Organization and Enforcement | 4 |
Part IIDefinitions and Abbreviations | 17 |
Part IIIRequirements Based on Occupancy | 27 |
Copyright | |
103 other sections not shown
Other editions - View all
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