Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 69
... iron members need not be fire - protected ; provided , that loading platforms for ware- houses , freight depots and similar buildings may be of heavy timber construction with wood floors not less than one and five- eighths inches ( 1 ...
... iron members need not be fire - protected ; provided , that loading platforms for ware- houses , freight depots and similar buildings may be of heavy timber construction with wood floors not less than one and five- eighths inches ( 1 ...
Page 75
... iron , Structural concrete , masonry or 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 ...
... iron , Structural concrete , masonry or 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 ...
Page 129
... iron or steel not thinner than standard wrought - iron pipe , have a nominal inside diameter not over two inches , and are spaced not less than three diameters on centers . Embedded pipes or conduits other than those merely passing ...
... iron or steel not thinner than standard wrought - iron pipe , have a nominal inside diameter not over two inches , and are spaced not less than three diameters on centers . Embedded pipes or conduits other than those merely passing ...
Contents
Page | 11 |
Part IAdministrative | 19 |
Part IIDefinitions and Abbreviations | 29 |
Copyright | |
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Common terms and phrases
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