Uniform Building Code |
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Page 210
... spacing and loads . Plywood in shear walls shall be at least 6 inch thick for studs spaced 16 inches on center and % inch thick where studs are spaced 24 inches on center . Maximum spans for plywood subfloor underlayment shall be as set ...
... spacing and loads . Plywood in shear walls shall be at least 6 inch thick for studs spaced 16 inches on center and % inch thick where studs are spaced 24 inches on center . Maximum spans for plywood subfloor underlayment shall be as set ...
Page 219
... 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 ...
... 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 592
... Spaced 6 " on Cen- ter . Stringers Spaced 12 " Maximum on Center . Perlite or vermiculite gyp- sum plaster on metal lath secured to joists with 12 " by No. 11 gauge by 16 " head barbed shank roof- ing nails spaced 5 " on center 1/2 ...
... Spaced 6 " on Cen- ter . Stringers Spaced 12 " Maximum on Center . Perlite or vermiculite gyp- sum plaster on metal lath secured to joists with 12 " by No. 11 gauge by 16 " head barbed shank roof- ing nails spaced 5 " on center 1/2 ...
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