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Page 568
... side with % " gypsum plaster Hollow Clay 41⁄44 load - bearing ( End or Side Con- 13 Two cells in wall thickness , units at least 45 percent solid . Plastered each side with " gypsum plaster 7 struction ) 14 Two cells in wall thickness ...
... side with % " gypsum plaster Hollow Clay 41⁄44 load - bearing ( End or Side Con- 13 Two cells in wall thickness , units at least 45 percent solid . Plastered each side with " gypsum plaster 7 struction ) 14 Two cells in wall thickness ...
Page 571
... side Facing Tile , Nonload- bearing 47 ( Cont'd . ) 48 49 50 Solid Gypsum Plaster 51 52 22 53 One 4 " unit cored 39 percent maximum with 3/4 " gypsum plaster on one side 3/4 " by No. 16 gauge vertical cold - rolled channels , 16 " on ...
... side Facing Tile , Nonload- bearing 47 ( Cont'd . ) 48 49 50 Solid Gypsum Plaster 51 52 22 53 One 4 " unit cored 39 percent maximum with 3/4 " gypsum plaster on one side 3/4 " by No. 16 gauge vertical cold - rolled channels , 16 " on ...
Page 575
... Side ( Cont'd . ) Noncombus- tible Studs -Interior Partition with Gypsum Wallboard Each Side 70 71 72 2 " x 4 " wood studs 16 " on center with " perforated gypsum lath with 1 " hexagonal mesh of No. 20 gauge wire furred out 6 " and 1 ...
... Side ( Cont'd . ) Noncombus- tible Studs -Interior Partition with Gypsum Wallboard Each Side 70 71 72 2 " x 4 " wood studs 16 " on center with " perforated gypsum lath with 1 " hexagonal mesh of No. 20 gauge wire furred out 6 " and 1 ...
Contents
Effective Use of the Uniform Building Code | 20 |
Permits and Inspections | 29 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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20 feet ALLOWABLE UNIT STRESSES approved bars Building Official building or structure ceiling Code columns compression compression member compressive strength concrete conform dead load deflection diameter diaphragms Division 1 Occupancies dry or surfaced enclosure exceed Exits exterior walls EXTREME FIBER fire assembly Fire Zone Firestopping flammable liquids flexural floor area footnotes grade Group grout gypsum height joints joists lateral forces least live load location on property lumber masonry materials maximum minimum MODULUS OF ELASTICITY mortar nails nonbearing noncombustible Occupancy Separation occupant load panel Parallel to Grain partitions percent permitted plywood portion pounds per square prestressing reinforcement resisting roof rooms Selected Decking shear stress shear walls sheathing sion slab space frame span specified in Chapter specified in Section square feet square inch steel story strength studs Table tensile stress tension tests timber tion types of construction U.B.C. Standard values ventilation vertical water closet width wood