Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 204
... 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 213
... 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 16 " On. 11⁄2 " Deep Steel Roof Deck on Steel Framing Wood Fiber Insulation Board , 17.5 lbs . , per Cubic ... spaced 6 " on cen- ter . 3/4 " channels saddle- tied to 2 " channels with doubled No. 16 gauge wire ties . 2 " channels ...
... Spaced 16 " On. 11⁄2 " Deep Steel Roof Deck on Steel Framing Wood Fiber Insulation Board , 17.5 lbs . , per Cubic ... spaced 6 " on cen- ter . 3/4 " channels saddle- tied to 2 " channels with doubled No. 16 gauge wire ties . 2 " channels ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
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Common terms and phrases
allowable stress allowable unit stress applied approved axial bars beam bending bolts building official building or structure ceiling column compression members compressive strength computed concrete conform dead load Decking diameter distance Division 1 Occupancies exceed exit exterior walls fire-resistive construction flange flexural foot Formula frame girders grade Group grout gypsum height horizontal inspection installed joints joists lath least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel partitions percent permitted plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength