Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 176
The center to center spacing of the spirals shall not exceed one-sixth of the core
diameter. The clear spacing between spirals shall not exceed three inches (3")
nor be less than one and three-eighths inches (1%") or one and one-half times
the ...
The center to center spacing of the spirals shall not exceed one-sixth of the core
diameter. The clear spacing between spirals shall not exceed three inches (3")
nor be less than one and three-eighths inches (1%") or one and one-half times
the ...
Page 254
Two-hour fire-resistive floor construction shall consist of reinforced concrete,
gypsum or solid masonry slabs or arches not less than two and one-half inches (
24% ") in thickness or shall consist of hollow masonry slabs or arches not less
than ...
Two-hour fire-resistive floor construction shall consist of reinforced concrete,
gypsum or solid masonry slabs or arches not less than two and one-half inches (
24% ") in thickness or shall consist of hollow masonry slabs or arches not less
than ...
Page 257
1, 2, 3 and 4, shall be made of good quality malleable iron not less than one-
fourth inch (34 ") thick or of flat rolled ... Latches for fire doors shall be not less
than two and one-half inches by threeeighths inch (2%"x3%"), and latch bars
shall be ...
1, 2, 3 and 4, shall be made of good quality malleable iron not less than one-
fourth inch (34 ") thick or of flat rolled ... Latches for fire doors shall be not less
than two and one-half inches by threeeighths inch (2%"x3%"), and latch bars
shall be ...
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Contents
Part IAdministrative | 33 |
Enforcement | 40 |
Part IIIRequirements 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 feet Fire fire-resistive construction floor foot 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 stage stair stairways Standard steel story street strength stress Strip structural studs surface Table tests thickness tile tion unit Ventilation vertical walls width wire wood Zone