Uniform Building CodePacific Coast Building Officials Conference, 1940 - Building laws |
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Page 37
... protected on each side thereof by self - closing 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 ...
... protected on each side thereof by self - closing 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 ...
Page 83
... protected on the under side , provided the member is sup- ported at proper intervals from a structural beam or girder which is fire - protected on all sides . For openings in masonry bearing walls not exceeding four feet ( 4 ' ) in ...
... protected on the under side , provided the member is sup- ported at proper intervals from a structural beam or girder which is fire - protected on all sides . For openings in masonry bearing walls not exceeding four feet ( 4 ' ) in ...
Page 90
... protected . 3. Frames and members for elevators and elevator equipment need not be fire - protected . For fire - protection of walls , partitions , floors and ceilings see Sections 2105 , 2106 , 2110 and 2111 respectively . Sec . 2110 ...
... protected . 3. Frames and members for elevators and elevator equipment need not be fire - protected . For fire - protection of walls , partitions , floors and ceilings see Sections 2105 , 2106 , 2110 and 2111 respectively . Sec . 2110 ...
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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