Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 122
Every pier whose width is less than three times its thickness shall be designed and constructed as required for columns if such pier is a structural member . ( h ) Chases and Recesses . Chases and recesses in masonry walls shall not be ...
Every pier whose width is less than three times its thickness shall be designed and constructed as required for columns if such pier is a structural member . ( h ) Chases and Recesses . Chases and recesses in masonry walls shall not be ...
Page 249
The thickness of fire - resistive materials for fire Protection protection of structural parts shall be as shown in Table No. of Structural 43 - A for the respective degree of fire protection shown . Parts The figures shown shall be the ...
The thickness of fire - resistive materials for fire Protection protection of structural parts shall be as shown in Table No. of Structural 43 - A for the respective degree of fire protection shown . Parts The figures shown shall be the ...
Page 254
Four - hour fire - resistive floor construction shall consist of reinforced concrete , gypsum or solid masonry slabs or arches not less than four inches ( 4 " ) in thickness or shall consist of hollow masonry slabs or arches not less ...
Four - hour fire - resistive floor construction shall consist of reinforced concrete , gypsum or solid masonry slabs or arches not less than four inches ( 4 " ) in thickness or shall consist of hollow masonry slabs or arches not less ...
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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