Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 81
... metal to be nailed at vertical intervals of not more than four feet ( 4 ' ) . Sec . 2206. Interior partitions may be ... metal with all joints in such sheet metal lock - lapped . ( See Chapter 30. ) All openings into any such vertical ...
... metal to be nailed at vertical intervals of not more than four feet ( 4 ' ) . Sec . 2206. Interior partitions may be ... metal with all joints in such sheet metal lock - lapped . ( See Chapter 30. ) All openings into any such vertical ...
Page 154
... metal core at all points except that when the core consists of a structural steel H - column , the minimum clearance may be reduced to two inches ( 2 ′′ ) . 3. Splices and Connections of Metal Cores - Metal cores in composite columns ...
... metal core at all points except that when the core consists of a structural steel H - column , the minimum clearance may be reduced to two inches ( 2 ′′ ) . 3. Splices and Connections of Metal Cores - Metal cores in composite columns ...
Page 278
... metal or masonry and if of metal shall be not less than No. 22 gauge thickness galvanized iron , or other equivalent corrosion resistant material . Every ventilating hood shall be provided with a grease trough extending around the ...
... metal or masonry and if of metal shall be not less than No. 22 gauge thickness galvanized iron , or other equivalent corrosion resistant material . Every ventilating hood shall be provided with a grease trough extending around the ...
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