Uniform Building CodePacific Coast Building Officials Conference, 1940 - Building laws |
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Page 115
... foot to one - twelfth of the weight of one linear foot of the partition . Public garages and commercial or industrial buildings in which loaded trucks are placed , used or stored shall have the floor systems designed to support a ...
... foot to one - twelfth of the weight of one linear foot of the partition . Public garages and commercial or industrial buildings in which loaded trucks are placed , used or stored shall have the floor systems designed to support a ...
Page 116
... foot , applied at the top of the railing . Sec . 2305. Roofs shall be designed for a vertical live load of 20 pounds per square foot of horizontal projection applied to any and all slopes , except as hereinafter provided . Where the ...
... foot , applied at the top of the railing . Sec . 2305. Roofs shall be designed for a vertical live load of 20 pounds per square foot of horizontal projection applied to any and all slopes , except as hereinafter provided . Where the ...
Page 271
... foot ( 6 ' ) maximum width and a ten - foot ( 10 ′ ) maximum height for double hung and counterbalanced windows and to a maximum size of seventy square feet ( 70 sq . ft . ) with a seven - foot ( 7 ' ) maximum width and ten - foot ( 10 ...
... foot ( 6 ' ) maximum width and a ten - foot ( 10 ′ ) maximum height for double hung and counterbalanced windows and to a maximum size of seventy square feet ( 70 sq . ft . ) with a seven - foot ( 7 ' ) maximum width and ten - foot ( 10 ...
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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