Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 67
... Protection tural steel or iron members , not including frames or structural of Structural members for elevators and elevator enclosures , shall be Members thoroughly fire - protected with not less than four - hour fire - resist- ive ...
... Protection tural steel or iron members , not including frames or structural of Structural members for elevators and elevator enclosures , shall be Members thoroughly fire - protected with not less than four - hour fire - resist- ive ...
Page 72
... protection for columns and one - hour fire - resistive protection for beams , girders , and floor systems . Exceptions : 1. The thickness of the fire protection on the outer edge of steel lugs or brackets on columns may be reduced to ...
... protection for columns and one - hour fire - resistive protection for beams , girders , and floor systems . Exceptions : 1. The thickness of the fire protection on the outer edge of steel lugs or brackets on columns may be reduced to ...
Page 242
... PROTECTION REQUIRED FOR PEDESTRIANS HEIGHT OF CONSTRUCTION Eight feet or less DISTANCE FROM CONSTRUCTION TO WALKWAY Less than six feet PROTECTION REQUIRED Railing More than eight feet Six feet or more None Less than six feet Six feet or ...
... PROTECTION REQUIRED FOR PEDESTRIANS HEIGHT OF CONSTRUCTION Eight feet or less DISTANCE FROM CONSTRUCTION TO WALKWAY Less than six feet PROTECTION REQUIRED Railing More than eight feet Six feet or more None Less than six feet Six feet or ...
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