Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 108
... Nails seven times the bolt diameter for softwoods and five times for hardwoods . End margin , for members in ... nail inserted perpendicular to the grain of the wood when used to fasten wooden members together , shall not be subjected to ...
... Nails seven times the bolt diameter for softwoods and five times for hardwoods . End margin , for members in ... nail inserted perpendicular to the grain of the wood when used to fasten wooden members together , shall not be subjected to ...
Page 109
... NAILS Inserted Perpendicular to the Grain of the Wood , in Pounds Per Nail Size of Nail Kind of Wood Length of Nail Douglas fir or Southern Pine Redwood 6d 8d 10d 12d 16d 20d 30d 40d 2 " 22 " 3 " 34 " 32 " 4 " 42 " 5 " 50d 60d 52 " 6 ...
... NAILS Inserted Perpendicular to the Grain of the Wood , in Pounds Per Nail Size of Nail Kind of Wood Length of Nail Douglas fir or Southern Pine Redwood 6d 8d 10d 12d 16d 20d 30d 40d 2 " 22 " 3 " 34 " 32 " 4 " 42 " 5 " 50d 60d 52 " 6 ...
Page 110
... nails when necessary to prevent splitting , shall be bored of diameter smaller than that of the nails . Nails shall be of such length that , when joining one timber to another , the penetration of the nail into the second or farther ...
... nails when necessary to prevent splitting , shall be bored of diameter smaller than that of the nails . Nails shall be of such length that , when joining one timber to another , the penetration of the nail into the second or farther ...
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