Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 227
... side does not exceed 150 pounds , manual operation may be used . In this case , manual operation will be allowable only if a method is provided which allows the curtain and counterbalance to be approximately equal under normal ...
... side does not exceed 150 pounds , manual operation may be used . In this case , manual operation will be allowable only if a method is provided which allows the curtain and counterbalance to be approximately equal under normal ...
Page 234
... side construction . One cell in wall thickness . Plastered 3 * Hollow Clay Tile End or side construction . Two cells in 8 - in . or less thick- ness . Unplastered 16 12 or 8 88 6 * Wall End or side construction . Two cells in 8 - in ...
... side construction . One cell in wall thickness . Plastered 3 * Hollow Clay Tile End or side construction . Two cells in 8 - in . or less thick- ness . Unplastered 16 12 or 8 88 6 * Wall End or side construction . Two cells in 8 - in ...
Page 235
... side 9 24 - in . face Shells Unplastered 8 Hollow Gypsum Blocks Hollow Wall of Reinforced Pneumatically Unplastered 6 * 5 * 4 * 3 * Plastered each side 5 * 4 * 4 * 3 * Outer shell 2 - in . thick for 10 - in . wall and 12 - in . thick ...
... side 9 24 - in . face Shells Unplastered 8 Hollow Gypsum Blocks Hollow Wall of Reinforced Pneumatically Unplastered 6 * 5 * 4 * 3 * Plastered each side 5 * 4 * 4 * 3 * Outer shell 2 - in . thick for 10 - in . wall and 12 - in . thick ...
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