Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 178
Splices and Connections of Metal Cores—Metal cores in composite columns
shall be accurately milled at splices and positive provision shall be made for
alignment of one core above another. At the column base, provision shall be
made to ...
Splices and Connections of Metal Cores—Metal cores in composite columns
shall be accurately milled at splices and positive provision shall be made for
alignment of one core above another. At the column base, provision shall be
made to ...
Page 208
All doors opening into such enclosures shall be of metal or shall be metal-clad
doors as set forth in Section 4304, and all windows shall be of wire glass and
metal frames and sash; except that when such openings face directly on a street
or ...
All doors opening into such enclosures shall be of metal or shall be metal-clad
doors as set forth in Section 4304, and all windows shall be of wire glass and
metal frames and sash; except that when such openings face directly on a street
or ...
Page 258
One-hour fire-resistive windows shall have frames and sash of solid metal bars or
hollow metal forms fabricated by pressing, welding or crimping together but not
by the use of solder or other fusible alloy. All glass used in fire-resistive windows
...
One-hour fire-resistive windows shall have frames and sash of solid metal bars or
hollow metal forms fabricated by pressing, welding or crimping together but not
by the use of solder or other fusible alloy. All glass used in fire-resistive windows
...
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Contents
Part IAdministrative | 33 |
Enforcement | 40 |
Part IIIRequirements Based on Occupancy | 51 |
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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