Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 38
... increased at a rate of 14 per cent for each foot by which the minimum width exceeds twenty feet ( 20 ′ ) , but the in- crease shall not exceed 50 per cent . ( d ) Separation on Three Sides . Where public space , streets , or yards ...
... increased at a rate of 14 per cent for each foot by which the minimum width exceeds twenty feet ( 20 ′ ) , but the in- crease shall not exceed 50 per cent . ( d ) Separation on Three Sides . Where public space , streets , or yards ...
Page 118
... increased 40 per cent for glued laminated lumber of the same stress grade . Where the member is composed of laminations having different stress grades , the compressive strength of the lowest stress grade shall govern . The allowable ...
... increased 40 per cent for glued laminated lumber of the same stress grade . Where the member is composed of laminations having different stress grades , the compressive strength of the lowest stress grade shall govern . The allowable ...
Page 311
... Increased stresses for In erection - to be provided for .. Pressure for vertical surfaces Steel increased stresses for WINDOWS General requirements Fire - resistive - design of 1101 .3313 ( b ) .3304 ( b ) .3303 ( d ) 3311 .3305 ( d ) ...
... Increased stresses for In erection - to be provided for .. Pressure for vertical surfaces Steel increased stresses for WINDOWS General requirements Fire - resistive - design of 1101 .3313 ( b ) .3304 ( b ) .3303 ( d ) 3311 .3305 ( 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