Uniform Building Code |
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Page 213
... stud walls , at ceilings and floor levels . 2. In all stud walls and partitions , including furred spaces , so placed that the maximum dimension of any concealed space is not over 10 feet . 3. Between stair stringers at top and bottom ...
... stud walls , at ceilings and floor levels . 2. In all stud walls and partitions , including furred spaces , so placed that the maximum dimension of any concealed space is not over 10 feet . 3. Between stair stringers at top and bottom ...
Page 219
... studs spaced not over 24 inches on center . C. Plywood sheathing with a thickness not less than 6 inch for 16- inch stud spacing and not less than % inch for 24 - inch stud spacing in accordance with Tables No. 25 - M and No. 25 - N . D ...
... studs spaced not over 24 inches on center . C. Plywood sheathing with a thickness not less than 6 inch for 16- inch stud spacing and not less than % inch for 24 - inch stud spacing in accordance with Tables No. 25 - M and No. 25 - N . D ...
Page 221
... stud is permitted in nonbearing partitions supporting no loads other than the weight of the partition . 11. Bored holes . A hole not greater in diameter than 40 percent of the stud width may be bored in any wood stud . Bored holes not ...
... stud is permitted in nonbearing partitions supporting no loads other than the weight of the partition . 11. Bored holes . A hole not greater in diameter than 40 percent of the stud width may be bored in any wood stud . Bored holes not ...
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