Uniform Building Code |
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Page 105
... space not less than 30 inches in width and have a clear space in front of the water closet stool of not less than 24 inches . In other than Groups R , Division 3 and M Occupancies , when toilet facilities are provided which are ...
... space not less than 30 inches in width and have a clear space in front of the water closet stool of not less than 24 inches . In other than Groups R , Division 3 and M Occupancies , when toilet facilities are provided which are ...
Page 138
... space frames and ductile moment resisting space frames may be enclosed by or adjoined by more rigid elements which would tend to prevent the space frame from resisting lateral forces where it can be shown that the action or failure of ...
... space frames and ductile moment resisting space frames may be enclosed by or adjoined by more rigid elements which would tend to prevent the space frame from resisting lateral forces where it can be shown that the action or failure of ...
Page 490
... space by ven- tilating openings protected against the entrance of rain and snow . The net free ventilating area shall be not less than 1/150 of the area of the space ventilated , except that the area may be 1/300 provided at least 50 ...
... space by ven- tilating openings protected against the entrance of rain and snow . The net free ventilating area shall be not less than 1/150 of the area of the space ventilated , except that the area may be 1/300 provided at least 50 ...
Contents
Effective Use of the Uniform Building Code | 20 |
Permits and Inspections | 29 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
20 feet ALLOWABLE UNIT STRESSES approved bars Building Official building or structure ceiling Code columns compression compression member compressive strength concrete conform dead load deflection diameter diaphragms Division 1 Occupancies dry or surfaced enclosure exceed Exits exterior walls EXTREME FIBER fire assembly Fire Zone Firestopping flammable liquids flexural floor area footnotes grade Group grout gypsum height joints joists lateral forces least live load location on property lumber masonry materials maximum minimum MODULUS OF ELASTICITY mortar nails nonbearing noncombustible Occupancy Separation occupant load panel Parallel to Grain partitions percent permitted plywood portion pounds per square prestressing reinforcement resisting roof rooms Selected Decking shear stress shear walls sheathing sion slab space frame span specified in Chapter specified in Section square feet square inch steel story strength studs Table tensile stress tension tests timber tion types of construction U.B.C. Standard values ventilation vertical water closet width wood