Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 35
... hour fire - resistive construction . 2. A " Special Occupancy Separation " shall be of not less than three - hour fire - resistive construction . All openings in walls forming such separation shall be protected on each side thereof by ...
... hour fire - resistive construction . 2. A " Special Occupancy Separation " shall be of not less than three - hour fire - resistive construction . All openings in walls forming such separation shall be protected on each side thereof by ...
Page 67
... hour fire - resist- ive protection for columns , beams and girders and three - hour fire - resistive protection for floors , for all buildings more than eight stories or eighty - five feet ( 85 ′ ) in height housing Group E occupancies ...
... hour fire - resist- ive protection for columns , beams and girders and three - hour fire - resistive protection for floors , for all buildings more than eight stories or eighty - five feet ( 85 ′ ) in height housing Group E occupancies ...
Page 236
... hour , three - hour and two - hour fire - resistive floors as specified in this Section shall be constructed entirely of incom- bustible materials . ( a ) Four - Hour . Four - hour fire - resistive floor construction shall consist of ...
... hour , three - hour and two - hour fire - resistive floors as specified in this Section shall be constructed entirely of incom- bustible materials . ( a ) Four - Hour . Four - hour fire - resistive floor construction shall consist of ...
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