Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
From inside the book
Results 1-3 of 41
Page 89
... Exception : The walls of one - story single - family dwell- ings and private garages may be six inches ( 6 " ) thick when not greater than nine feet ( 9 ' ) in height with an allowance of an additional six feet ( 6 ' ) for gables . This ...
... Exception : The walls of one - story single - family dwell- ings and private garages may be six inches ( 6 " ) thick when not greater than nine feet ( 9 ' ) in height with an allowance of an additional six feet ( 6 ' ) for gables . This ...
Page 184
... Exceptions . The limitations in this Chapter shall not apply to interior veneer of units five - eighths inch ( % " ) or ... Exception : The weight of masonry veneer attached to wood frame walls shall be supported entirely upon footings ...
... Exceptions . The limitations in this Chapter shall not apply to interior veneer of units five - eighths inch ( % " ) or ... Exception : The weight of masonry veneer attached to wood frame walls shall be supported entirely upon footings ...
Page 200
... Exception : In stairways serving an occupant load of 50 or less the rise may be eight inches ( 8 " ) and the run may be nine inches ( 9 " ) . ( c ) Winders . In Group I occupancies and in monumental unrequired stairways , winders may be ...
... Exception : In stairways serving an occupant load of 50 or less the rise may be eight inches ( 8 " ) and the run may be nine inches ( 9 " ) . ( c ) Winders . In Group I occupancies and in monumental unrequired stairways , winders may be ...
Contents
Page | 11 |
Part IAdministrative | 19 |
Part IIDefinitions and Abbreviations | 29 |
Copyright | |
21 other sections not shown
Other editions - View all
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