Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 75
... wood and shall be designed and erected Framework as specified in Chapter 26 for concrete , Chapter 27 for steel and iron , Chapters 22 and 25 for wood and Chapter 24 for masonry . Sec . 2009. Fire - protection of steel or iron ...
... wood and shall be designed and erected Framework as specified in Chapter 26 for concrete , Chapter 27 for steel and iron , Chapters 22 and 25 for wood and Chapter 24 for masonry . Sec . 2009. Fire - protection of steel or iron ...
Page 108
... Wood Screws Nails seven times the bolt diameter for softwoods and five times for hardwoods . End margin , for members in compression , shall be not less than four times the bolt diameter . Edge margin is defined as the distance from the ...
... Wood Screws Nails seven times the bolt diameter for softwoods and five times for hardwoods . End margin , for members in compression , shall be not less than four times the bolt diameter . Edge margin is defined as the distance from the ...
Page 116
... wood diaphragms to resist- ing elements shall be provided along all the margins of the dia- phragm . Such connections shall be capable of resisting the de- sign loads or forces elsewhere herein prescribed . Sec . 2525. For additional ...
... wood diaphragms to resist- ing elements shall be provided along all the margins of the dia- phragm . Such connections shall be capable of resisting the de- sign loads or forces elsewhere herein prescribed . Sec . 2525. For additional ...
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