Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 129
... least Grade MW . Where severe frost action occurs in the presence of moisture , brick shall be at least Grade SW . ( c ) Brick Made from Sand - Lime . Building brick made from sand - lime shall be of a quality at least equal to the ...
... least Grade MW . Where severe frost action occurs in the presence of moisture , brick shall be at least Grade SW . ( c ) Brick Made from Sand - Lime . Building brick made from sand - lime shall be of a quality at least equal to the ...
Page 466
... least 75 per cent solid ) 8 63 4 3 Hollow brick units5 at least 71 per cent solid 8 5 Hollow ( rowlock " ) 12 8 Tile , Non- 9 Two cells in wall thickness , units at least 45 per cent solid 6 load - bearing 12 Two cells in wall thickness ...
... least 75 per cent solid ) 8 63 4 3 Hollow brick units5 at least 71 per cent solid 8 5 Hollow ( rowlock " ) 12 8 Tile , Non- 9 Two cells in wall thickness , units at least 45 per cent solid 6 load - bearing 12 Two cells in wall thickness ...
Page 467
... least 40 per cent solid . Plastered one 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 ...
... least 40 per cent solid . Plastered one 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 ...
Contents
HOW TO USE THE UNIFORM BUILDING CODE | 21 |
CHAPTER 3 | 28 |
Part IIDefinitions and Abbreviations | 35 |
Copyright | |
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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