Uniform Building CodePacific Coast Building Officials Conference, 1940 - Building laws |
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Page 89
... designed as set forth in Section 2311 and Chapter 28 . Foundation walls shall be of masonry or reinforced concrete as specified in Chapter 29 . Sec . 2105. Exterior Walls . Exterior wall covering shall pro- vide suitable protection from ...
... designed as set forth in Section 2311 and Chapter 28 . Foundation walls shall be of masonry or reinforced concrete as specified in Chapter 29 . Sec . 2105. Exterior Walls . Exterior wall covering shall pro- vide suitable protection from ...
Page 116
... designed for the dead load and for a wind load of 15 pounds per square foot of vertical projection . Where snow loads occur , roofs shall be designed for the increase in loading . Sec . 2306. The following reductions in assumed live ...
... designed for the dead load and for a wind load of 15 pounds per square foot of vertical projection . Where snow loads occur , roofs shall be designed for the increase in loading . Sec . 2306. The following reductions in assumed live ...
Page 193
... Designed Sections . Unless otherwise specified , tension members shall be designed on the basis of net section . Columns shall be designed on the basis of gross section . Beams and girders shall be designed in accordance with Section ...
... Designed Sections . Unless otherwise specified , tension members shall be designed on the basis of net section . Columns shall be designed on the basis of gross section . Beams and girders shall be designed in accordance with Section ...
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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