Uniform Building CodePacific Coast Building Officials Conference, 1940 - Building laws |
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Page 248
... standpipes extending from the cellar or basement into the topmost story , provided that Group C buildings having no per- manent stage and having a seating capacity of less than 500 need not be equipped with interior standpipes . Sec ...
... standpipes extending from the cellar or basement into the topmost story , provided that Group C buildings having no per- manent stage and having a seating capacity of less than 500 need not be equipped with interior standpipes . Sec ...
Page 249
... standpipes shall be equipped with a one and one - half inch ( 11⁄2 " ) straightway composition gate - valve in each story including the basement or cellar of the building and located not less than one foot ( 1 ' ) nor more than five ...
... standpipes shall be equipped with a one and one - half inch ( 11⁄2 " ) straightway composition gate - valve in each story including the basement or cellar of the building and located not less than one foot ( 1 ' ) nor more than five ...
Page 360
... STANDPIPES Dry standpipes - design and construction . Dry standpipes - where required Wet standpipes - design and construction . Wet standpipes - where required STATE LAWS Governing Group E ... Governing Group H .. Governing Group I ...
... STANDPIPES Dry standpipes - design and construction . Dry standpipes - where required Wet standpipes - design and construction . Wet standpipes - where required STATE LAWS Governing Group E ... Governing Group H .. Governing Group I ...
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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