Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 138
Header beams shall be placed not closer than twenty inches ( 20 " ) from the face of a chimney . All spaces between chimneys and wood joists or beams shall be filled with loose incombustible materials placed in an incombustible support ...
Header beams shall be placed not closer than twenty inches ( 20 " ) from the face of a chimney . All spaces between chimneys and wood joists or beams shall be filled with loose incombustible materials placed in an incombustible support ...
Page 209
Sleepers for the nailing of a wood floor shall not decrease the required structural depth of the slab unless placed in the direction of span and then shall not be placed more than one - half inch ( 12 " ) into the slab .
Sleepers for the nailing of a wood floor shall not decrease the required structural depth of the slab unless placed in the direction of span and then shall not be placed more than one - half inch ( 12 " ) into the slab .
Page 263
Material or equipment necessary for the work Temporary under a building permit may be placed or stored on public prop- Use of erty in the following locations : Streets and ( a ) In Front of the Building Site . In the one - third portion ...
Material or equipment necessary for the work Temporary under a building permit may be placed or stored on public prop- Use of erty in the following locations : Streets and ( a ) In Front of the Building Site . In the one - third portion ...
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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