Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 138
All spaces between chimneys and wood joists or beams shall be filled with loose incombustible materials placed in an incombustible support , or a metal collar connected to the chimney and fastened to the joists , beams or flooring to ...
All spaces between chimneys and wood joists or beams shall be filled with loose incombustible materials placed in an incombustible support , or a metal collar connected to the chimney and fastened to the joists , beams or flooring to ...
Page 209
Concrete joists shall be solidly bridged for lateral support as follows : One row of concrete bridging shall be placed in clear spans of fifteen feet ( 15 ' ) to twenty - four feet ( 24 ' ) ; two rows of bridging shall be placed in all ...
Concrete joists shall be solidly bridged for lateral support as follows : One row of concrete bridging shall be placed in clear spans of fifteen feet ( 15 ' ) to twenty - four feet ( 24 ' ) ; two rows of bridging shall be placed in all ...
Page 211
Wood joisted floors need not Floors be fire - protected on the under side except where specifically required under Occupancy in Part III , Location in Part IV , or Type of Construction in Part V. Girders supporting first floor joists in ...
Wood joisted floors need not Floors be fire - protected on the under side except where specifically required under Occupancy in Part III , Location in Part IV , or Type of Construction in Part V. Girders supporting first floor joists in ...
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Contents
Part IAdministrative | 33 |
Enforcement | 40 |
Part IIRequirements Based on Occupancy | 51 |
1 other sections not shown
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Common terms and phrases
Allowable applied approved bars base beams bearing bending bolts Building Inspector carry cement cent Chapter chimneys clay coat Code column compression concrete conform connected construction covering Definition designed diameter direction distance doors Enclosure exceed exit extend exterior walls face feet Fire fire-resistive construction floor foot forms foundation four frame girders grade Group gypsum height horizontal inches iron joints joists lath least length less light load located masonry materials maximum metal occupancy one-half one-hour openings panel partitions permit piles pipe placed plaster plate portion pounds protected reinforced reinforced concrete resist rivets roof Separation shear side slab solid space span Special specified specified in Section stair stairways Standard steel story street strength stresses Strip structural studs surface Table tests thickness tile tion unit Ventilation vertical walls width wire wood Zone