Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 92
... grout . Brick in the interior tiers shall be placed or floated in grout poured between the two outer tiers . One of the outer tiers may be carried up not more than three courses before grouting but the other shall be carried up not more ...
... grout . Brick in the interior tiers shall be placed or floated in grout poured between the two outer tiers . One of the outer tiers may be carried up not more than three courses before grouting but the other shall be carried up not more ...
Page 94
... grout and Type A mortar , or 45 per cent of the compressive strength of the brick used with grout and Type B mortar , but such assumed compressive strength shall not exceed a value of 2,000 pounds per square inch or 1,500 pounds per ...
... grout and Type A mortar , or 45 per cent of the compressive strength of the brick used with grout and Type B mortar , but such assumed compressive strength shall not exceed a value of 2,000 pounds per square inch or 1,500 pounds per ...
Page 126
... grout against which the new concrete shall be placed before the grout has attained its set . For walls and columns the grout may be omitted on the horizontal surfaces , but a layer of mortar having the composition of the mortar in the ...
... grout against which the new concrete shall be placed before the grout has attained its set . For walls and columns the grout may be omitted on the horizontal surfaces , but a layer of mortar having the composition of the mortar in the ...
Contents
Page | 11 |
Part IAdministrative | 19 |
Part IIDefinitions and Abbreviations | 29 |
Copyright | |
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adjacent property lines approved bars beams bending bolts Building Official building or structure ceiling cent Chimneys Code combustible material compression members compressive strength conform dead load designed diameter dry standpipes enclosures exceed exit exterior walls fire doors Fire Zone fire-protected flange foot frame furnace girders grade Group gypsum height horizontal incombustible installed interior joints joists least length less than one-hour live load located lumber metal minimum mortar Occupancy Separation one-half inch one-hour fire-resistive construction partitions permit pipe plaster portland cement pounds per square proscenium protected reinforced concrete resistance rivets shear side six inches smoke pipe space span specified in Chapter specified in Section square feet square inch stairway structural steel studs Table tensile stress tests thickness tile tion total band twelve inches 12 twenty feet 20 Type V buildings TYPES OF CONSTRUCTION unit stress vent Ventilation vertical openings width wood