Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 466
... plaster 834 6 Hollow ( rowlock ) plastered each side with % " gypsum or portland cement plaster . Portland cement plaster mixed 1:22 by weight , cement to sand 9 7 Hollow cavity wall consisting of two 4 " nominal clay brick units with ...
... plaster 834 6 Hollow ( rowlock ) plastered each side with % " gypsum or portland cement plaster . Portland cement plaster mixed 1:22 by weight , cement to sand 9 7 Hollow cavity wall consisting of two 4 " nominal clay brick units with ...
Page 467
... plaster " 16 Two units and three cells in wall thickness , units at least 40 per cent solid 82 12 17 Hollow Clay ... plaster Three cells in wall thickness , units at least 43 per cent solid . Plastered one side with % " gypsum plaster ...
... plaster " 16 Two units and three cells in wall thickness , units at least 40 per cent solid 82 12 17 Hollow Clay ... plaster Three cells in wall thickness , units at least 43 per cent solid . Plastered one side with % " gypsum plaster ...
Page 509
... plaster . Backing is not required under metal lath or paperbacked wire lath . ( d ) Weather Protection . Building paper shall be installed as required in Section ... PLASTER PROPORTIONS 509 1967 EDITION SECTIONS 4706-4707 Interior Plaster.
... plaster . Backing is not required under metal lath or paperbacked wire lath . ( d ) Weather Protection . Building paper shall be installed as required in Section ... PLASTER PROPORTIONS 509 1967 EDITION SECTIONS 4706-4707 Interior Plaster.
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