Uniform building code |
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Page 218
Studs in exterior walls and interior bearing walls of buildings not more than two
stories in height shall be not less than 2 inches by 4 inches in size. For three-
story buildings such studs shall be not less than 3 inches by 4 inches or 2 inches
by 6 ...
Studs in exterior walls and interior bearing walls of buildings not more than two
stories in height shall be not less than 2 inches by 4 inches in size. For three-
story buildings such studs shall be not less than 3 inches by 4 inches or 2 inches
by 6 ...
Page 219
Bearing and exterior wall studs shall be capped with double top plates installed
to provide overlapping at corners and at intersections with other partitions. End
joints in double top plates shall be offset at least 48 inches. Interior nonbearing ...
Bearing and exterior wall studs shall be capped with double top plates installed
to provide overlapping at corners and at intersections with other partitions. End
joints in double top plates shall be offset at least 48 inches. Interior nonbearing ...
Page 573
E gauge steel studs spaced X" on center. %" gypsum plaster on metal lath each
side mixed 1:2 by2 weight, gypsum to sand aggregate 22A" No. 2 gauge
approved nailable' studs spaced X" on center. %" neat gypsum wood fibered
plaster ...
E gauge steel studs spaced X" on center. %" gypsum plaster on metal lath each
side mixed 1:2 by2 weight, gypsum to sand aggregate 22A" No. 2 gauge
approved nailable' studs spaced X" on center. %" neat gypsum wood fibered
plaster ...
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Contents
Effective Use of the Uniform Building Code 2021 | 20 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
approved automatic fire-extinguishing systems axial bars beam bending bolts Building Official building or structure Code column compression members compressive strength computed concrete conform dead load Decking deflection diameter distance Division 1 Occupancies exceed exit exterior walls feet 1 hour feet Protected less Fire Zone flange floor area foot frame girders grout gypsum height hour less joists least length less than 20 live load longitudinal lumber masonry materials maximum minimum noncombustible O2 OO Occupancy Separation occupant load OO O2 OO OO openings panel percent permitted less plywood portion pounds per square prestressed concrete prestressing ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel studs Table tensile tensile stress tension tests thickness tion U.B.C. Standard unit stress values ventilation vertical water closet welds width wood yield strength