Uniform Building CodePacific Coast Building Officials Conference, 1940 - Building laws |
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Page 37
... one - hour fire - resistive doors as specified in Section 4304 ( a ) and such doors shall be kept normally closed . The total width of all openings in any " Special Occupancy Separation " wall in any one story shall not exceed 25 per ...
... one - hour fire - resistive doors as specified in Section 4304 ( a ) and such doors shall be kept normally closed . The total width of all openings in any " Special Occupancy Separation " wall in any one story shall not exceed 25 per ...
Page 50
... one - hour fire - resistive construction . Stairs and corridors in Group C occupancies shall be of not less than one - hour fire - resistive construction . A side or rear yard which is forty feet ( 40 ′ ) or more in width to the ...
... one - hour fire - resistive construction . Stairs and corridors in Group C occupancies shall be of not less than one - hour fire - resistive construction . A side or rear yard which is forty feet ( 40 ′ ) or more in width to the ...
Page 51
... one story in height or two hundred square feet ( 200 sq . ft . ) in area , shall have exterior walls , bearing partitions and floors of not less than one - hour fire - resistive construction as set forth in Chapter 43 . When the space ...
... one story in height or two hundred square feet ( 200 sq . ft . ) in area , shall have exterior walls , bearing partitions and floors of not less than one - hour fire - resistive construction as set forth in Chapter 43 . When the space ...
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Common terms and phrases
A. S. T. M. Designation approved asbestos bars beams bolts brick Building Inspector building or structure ceiling cent Chapter 43 chimney coat Code column compression compression members construction as specified diameter doors Douglas Fir dry standpipes Enclosure exceed exit exterior walls Fire Zone fire-protected flange floor area foot four inches frame girders grade Group I occupancies gypsum horizontal incombustible materials joists least less than one-hour live load located lumber maximum metal lath minimum mortar one-half inch one-hour fire-resistive construction panel partitions permitted pipe plaster plate portland cement pounds per square proscenium protected reinforced concrete rivets roof shear side six inches smoke pipe solid masonry space span specified in Chapter specified in Section square feet square inch stairs stairways standpipes street structural steel stucco studs tests thickness tion total band twelve inches 12 Types of Construction unit stress Vertical Openings width wire wood