Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 466
... side with % " gypsum or portland cement plaster . Portland cement plaster mixed 1:22 by weight , cement to sand 4344 Brick of Clay or Shale 4 Hollow brick units5 at least 71 per cent solid , plastered each side with % " gypsum plaster ...
... side with % " gypsum or portland cement plaster . Portland cement plaster mixed 1:22 by weight , cement to sand 4344 Brick of Clay or Shale 4 Hollow brick units5 at least 71 per cent solid , plastered each side with % " gypsum plaster ...
Page 467
... side with 5 % gypsum plaster " 16 Two units and three cells in wall thickness , units at least 40 per cent solid 82 12 17 Hollow Clay Tile , Load- bearing 18 ( End or Side Con- struction ) 19 20 Two units and four cells in wall ...
... side with 5 % gypsum plaster " 16 Two units and three cells in wall thickness , units at least 40 per cent solid 82 12 17 Hollow Clay Tile , Load- bearing 18 ( End or Side Con- struction ) 19 20 Two units and four cells in wall ...
Page 471
... side mixed 1 : 2 by weight , gypsum to sand aggregate " 4344 ( Continued ) FACE - TO - FACE2 ( In Inches ) 4. 45 % 4 54 One full - length layer of 5 % " Type " X " gypsum wallboard at- tached to both sides of wood or metal top and bottom ...
... side mixed 1 : 2 by weight , gypsum to sand aggregate " 4344 ( Continued ) FACE - TO - FACE2 ( In Inches ) 4. 45 % 4 54 One full - length layer of 5 % " Type " X " gypsum wallboard at- tached to both sides of wood or metal top and bottom ...
Contents
HOW TO USE THE UNIFORM BUILDING CODE | 21 |
CHAPTER 3 | 28 |
Part IIDefinitions and Abbreviations | 35 |
Copyright | |
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Common terms and phrases
allowable stress allowable unit stresses applied approved axial load bars beam bending bolts bond Building Official building or structure ceiling cement cent chimney Code column compression members compressive strength computed conform construction Continued dead load designed diameter distance Douglas Fir exceed exit exterior walls EXTREME FIBER Fire Zone fire-resistive rating flange floor Formula framing gauge girders glued-laminated grade Group grout gypsum height horizontal incombustible joints joists Laminations lath least length less live load longitudinal lumber materials maximum metal minimum Modulus of Elasticity mortar nails occupant load openings parallel to grain permitted perpendicular plaster plate plywood portland cement pounds per square prestressing ratio resist roof Select Structural shear stress shear walls sheathing slab space span specified in Section splices square feet square inch steel studs surface Table thickness tion twelve inches 12 Type U.B.C. Standard values vertical welds width wire wood yield strength