Uniform Building CodePacific Coast Building Officials Conference, 1940 - Building laws |
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Page 148
... Standard Specifications for Portland Cement , " ( A. S. T. M. Designation C9-38 ) ' or the " Standard Specification and Tests for High Early Strength Portland Cement , " ( A. S. T. M. Designation C74-39 ) 1 of the American Society for ...
... Standard Specifications for Portland Cement , " ( A. S. T. M. Designation C9-38 ) ' or the " Standard Specification and Tests for High Early Strength Portland Cement , " ( A. S. T. M. Designation C74-39 ) 1 of the American Society for ...
Page 169
... standard hook or it shall be bent across the web at an angle of not less than 15 degrees with the longitudinal portion of the bar and either made continuous with the positive reinforcement or anchored in a region of compression . Of the ...
... standard hook or it shall be bent across the web at an angle of not less than 15 degrees with the longitudinal portion of the bar and either made continuous with the positive reinforcement or anchored in a region of compression . Of the ...
Page 299
... Standard Specifications for Ready Mixed Concrete , A.S.T.M. Designation C94-38 . ( See Sections 2607 and 2609. ) Standard Specifications for Concrete Aggregates , A. S. T. M. Aggregates Designation C33-39 . ( See Section 2604 ...
... Standard Specifications for Ready Mixed Concrete , A.S.T.M. Designation C94-38 . ( See Sections 2607 and 2609. ) Standard Specifications for Concrete Aggregates , A. S. T. M. Aggregates Designation C33-39 . ( See Section 2604 ...
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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