Uniform Building Code |
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Page 106
... inches when located at the end and a clear width of 34 inches when located at the side . A door , if provided , shall not encroach into the required space in front of the water closet . Except for door swing , a clear unobstructed ac ...
... inches when located at the end and a clear width of 34 inches when located at the side . A door , if provided , shall not encroach into the required space in front of the water closet . Except for door swing , a clear unobstructed ac ...
Page 218
... inches in adjacent pieces . One - inch nominal strip square edged flooring , 2 - inch tongue - and - groove flooring ... 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 in adjacent pieces . One - inch nominal strip square edged flooring , 2 - inch tongue - and - groove flooring ... inches by 4 inches in size . For three - story buildings such studs shall be not less than 3 inches by 4 inches or 2 ...
Page 219
... inches in length and equal in size to the plate or by -inch by 11⁄2 - inch metal ties with spliced sections fastened with two 16d nails on each side of the joint . Studs shall have full bearing on a plate or sill not less than 2 inches ...
... inches in length and equal in size to the plate or by -inch by 11⁄2 - inch metal ties with spliced sections fastened with two 16d nails on each side of the joint . Studs shall have full bearing on a plate or sill not less than 2 inches ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
10 other sections not shown
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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