Uniform Building Code |
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Page 218
... studs shall be not less than 3 inches by 4 inches or 2 inches by 6 inches to the bottom of the second floor joists ... studs . 2. Height . Unless supported laterally by adequate framing , the max- imum allowable height for studs shall be ...
... studs shall be not less than 3 inches by 4 inches or 2 inches by 6 inches to the bottom of the second floor joists ... studs . 2. Height . Unless supported laterally by adequate framing , the max- imum allowable height for studs shall be ...
Page 219
... Studs shall have full bearing on a plate or sill not less than 2 inches in thickness having a width not less than that of the wall studs . 5. Bracing . All exterior walls and main cross stud partitions shall be ef- fectively and ...
... Studs shall have full bearing on a plate or sill not less than 2 inches in thickness having a width not less than that of the wall studs . 5. Bracing . All exterior walls and main cross stud partitions shall be ef- fectively and ...
Page 576
... studs " 24 " on center with full - length " Type " X " gypsum wallboard applied vertically and nailed 7 " on center with 6d cooler nails . Approved metal fastener grips used with nails at vertical butt joints along studs 48 Wallboard ...
... studs " 24 " on center with full - length " Type " X " gypsum wallboard applied vertically and nailed 7 " on center with 6d cooler nails . Approved metal fastener grips used with nails at vertical butt joints along studs 48 Wallboard ...
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
accordance additional allowable applied approved assembly bars beam bearing bending Building Official ceiling Chapter Code columns compression concrete conform considered construction continuous covered Decking determined diameter direction distance Division effective equal equipment exceed EXCEPTION Exits exterior walls face factor feet fire Fire Zone fire-resistive floor foot forces frame grade Grain greater Group grout height horizontal hour inches increased inspection installed joints lateral least length less limited live load load located masonry materials maximum mortar nails noncombustible Occupancies one-hour openings panel Parallel partitions percent permitted placed portion protected reinforcement resisting roof rooms Select Structural separated shear sheathing side solid space span Special specified specified in Section square feet steel story strength studs Surfaced Table tension tests thickness timber tion Type U.B.C. Standard unit unit stress values ventilation vertical wide width wood