Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 111
... spaced columns in " National Design Standard for Stress - Grade Lum- ber and Its Fastenings , " National Lumber ... spaced intervals and staggered vertically . Nail spacing in each row shall not exceed eighteen inches ( 18 " ) for two ...
... spaced columns in " National Design Standard for Stress - Grade Lum- ber and Its Fastenings , " National Lumber ... spaced intervals and staggered vertically . Nail spacing in each row shall not exceed eighteen inches ( 18 " ) for two ...
Page 114
... spaced as to give proper clearance for the piping . Where a partition containing such piping runs parallel to the floor joists , the joists underneath such partitions shall be doubled and spaced to permit the passage of such pipes and ...
... spaced as to give proper clearance for the piping . Where a partition containing such piping runs parallel to the floor joists , the joists underneath such partitions shall be doubled and spaced to permit the passage of such pipes and ...
Page 184
... spaced not more than twenty- four inches ( 24 ′′ ) apart horizontally and not more than twelve inches ( 12 " ) apart vertically . Veneer ties shall be attached to a continuous horizontal tie not less in thickness than No. 8 W & M gauge ...
... spaced not more than twenty- four inches ( 24 ′′ ) apart horizontally and not more than twelve inches ( 12 " ) apart vertically . Veneer ties shall be attached to a continuous horizontal tie not less in thickness than No. 8 W & M gauge ...
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