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 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts Building Official building or structure ceiling Code column compression members compressive strength concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain percent permitted perpendicular plaster plywood portland cement pounds per square prestressing protected 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 strength studs surface Table tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength