Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 197
... width of each door leaf and which will open the door if sub- jected to pressure . ( d ) Room Capacity . The occupant load of a room or build- ing shall be the actual number of seats but not less than the result obtained by dividing the ...
... width of each door leaf and which will open the door if sub- jected to pressure . ( d ) Room Capacity . The occupant load of a room or build- ing shall be the actual number of seats but not less than the result obtained by dividing the ...
Page 199
... Width . The required width of a door opening shall not be reduced more than three inches ( 3 ′′ ) by any projections . No required doorway shall be less than thirty - six inches ( 36 " ) in width . ( e ) Door Leaf Width . No leaf of an ...
... Width . The required width of a door opening shall not be reduced more than three inches ( 3 ′′ ) by any projections . No required doorway shall be less than thirty - six inches ( 36 " ) in width . ( e ) Door Leaf Width . No leaf of an ...
Page 200
... width of run is provided at a point not more than twelve inches ( 12 " ) from the side of the stairway where the treads are the narrower , but in no case shall any width of run be less than six inches ( 6 " ) at any point . ( d ) ...
... width of run is provided at a point not more than twelve inches ( 12 " ) from the side of the stairway where the treads are the narrower , but in no case shall any width of run be less than six inches ( 6 " ) at any point . ( d ) ...
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