Uniform Building Code |
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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 Foot Density on Top Applied Over a 15 - lb . Asphalt Saturated Felt . Fire - re- tardant Roof Covering Bocq 10 DECE MISE ...
... Spaced 16 " On. 11⁄2 " Deep Steel Roof Deck on Steel Framing Wood Fiber Insulation Board , 17.5 lbs . , per Cubic Foot Density on Top Applied Over a 15 - lb . Asphalt Saturated Felt . Fire - re- tardant Roof Covering Bocq 10 DECE MISE ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
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 ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height 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 panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural 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 stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength