Uniform Building Code |
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Page 48
... one . Where minor accessory uses do not occupy more than 10 percent of the area of any floor of a building , nor more than the basic area permitted in the occupancy by ... One - hour Fire - resistive Occupancy 48 503 UNIFORM BUILDING CODE.
... one . Where minor accessory uses do not occupy more than 10 percent of the area of any floor of a building , nor more than the basic area permitted in the occupancy by ... One - hour Fire - resistive Occupancy 48 503 UNIFORM BUILDING CODE.
Page 49
... one - hour fire - resistive construction . All openings in such separa- tion shall be protected by a fire assembly having a one - hour fire - protection rating . ( d ) Fire Ratings for Occupancy Separations . Occupancy separations shall ...
... one - hour fire - resistive construction . All openings in such separa- tion shall be protected by a fire assembly having a one - hour fire - protection rating . ( d ) Fire Ratings for Occupancy Separations . Occupancy separations shall ...
Page 121
... One - hour buildings shall be of one - hour fire - resistive con- struction throughout . Type IV , Heavy Timber Construction shall conform to Section 2106 ex- cept that permanent partitions and members of the structural frame may be of ...
... One - hour buildings shall be of one - hour fire - resistive con- struction throughout . Type IV , Heavy Timber Construction shall conform to Section 2106 ex- cept that permanent partitions and members of the structural frame may be of ...
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