Uniform Building CodePacific Coast Building Officials Conference, 1940 - Building laws |
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Page 94
... minimum requirements for wall coverings for Type V buildings are as specified in parts ( a ) , ( b ) , ( c ) , ( d ) , and ( e ) of this Section . ( a ) Weatherboarding . Studs shall be covered on the out- side face with one layer of ...
... minimum requirements for wall coverings for Type V buildings are as specified in parts ( a ) , ( b ) , ( c ) , ( d ) , and ( e ) of this Section . ( a ) Weatherboarding . Studs shall be covered on the out- side face with one layer of ...
Page 153
... minimum thickness of the bar . Bends for other bars shall be made around a pin having a diameter not less than six times the minimum thickness of the bar , except that for bars larger than one inch , the pin shall be not less than eight ...
... minimum thickness of the bar . Bends for other bars shall be made around a pin having a diameter not less than six times the minimum thickness of the bar , except that for bars larger than one inch , the pin shall be not less than eight ...
Page 173
... Minimum = 1.25 t2 ( Maximum = 1.50 tz ( Minimum = 1.25 tr ( Maximum = 1.50 t ( 19 ) 0.0251√w + 11⁄2 ( 19a ) Minimum side or diameter of Dropped Panel bi Feet 0.35 / 1 0.35li Numerical sum of positive and negative moments in direction ...
... Minimum = 1.25 t2 ( Maximum = 1.50 tz ( Minimum = 1.25 tr ( Maximum = 1.50 t ( 19 ) 0.0251√w + 11⁄2 ( 19a ) Minimum side or diameter of Dropped Panel bi Feet 0.35 / 1 0.35li Numerical sum of positive and negative moments in direction ...
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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