Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 38
... extend along two sides of a building , the areas specified in Section 505 may be increased at a rate of 14 per cent for each foot by which the minimum width exceeds twenty feet ( 20 ′ ) , but the in- crease shall not exceed 50 per cent ...
... extend along two sides of a building , the areas specified in Section 505 may be increased at a rate of 14 per cent for each foot by which the minimum width exceeds twenty feet ( 20 ′ ) , but the in- crease shall not exceed 50 per cent ...
Page 142
... extend along the same face of the beam into the support a distance of 10 or more bar diame- ters , or shall be extended as far as possible into the support and terminated in standard hooks . In simple beams , or at the outer ends of ...
... extend along the same face of the beam into the support a distance of 10 or more bar diame- ters , or shall be extended as far as possible into the support and terminated in standard hooks . In simple beams , or at the outer ends of ...
Page 179
... extend the foundation of any adjoining buildings below the depth of twelve feet ( 12 ' ) below grade at his own expense . The owner of the adjoining buildings shall extend the foundations of his buildings to a depth of twelve feet ( 12 ...
... extend the foundation of any adjoining buildings below the depth of twelve feet ( 12 ' ) below grade at his own expense . The owner of the adjoining buildings shall extend the foundations of his buildings to a depth of twelve feet ( 12 ...
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