Uniform Building CodePacific Coast Building Officials Conference, 1940 - Building laws |
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Page 94
... joints horizontal . Hori- zontal joints of the paper shall be lapped at least two inches ( 2 " ) and perpendicular joints at least six inches ( 6 " ) . Weather- boarding , when in place , shall have an average thickness of not less than ...
... joints horizontal . Hori- zontal joints of the paper shall be lapped at least two inches ( 2 " ) and perpendicular joints at least six inches ( 6 " ) . Weather- boarding , when in place , shall have an average thickness of not less than ...
Page 135
... Joints this section , bolt values shall be derived in accordance with the principles stated in " Wood Handbook , " U. S. Department of Agriculture , September , 1935 . ( e ) Joints Other than Double Shear . When a joint consists of two ...
... Joints this section , bolt values shall be derived in accordance with the principles stated in " Wood Handbook , " U. S. Department of Agriculture , September , 1935 . ( e ) Joints Other than Double Shear . When a joint consists of two ...
Page 154
... Joints . Joints not indicated on the plans shall be so made and located as least to impair the strength of the completed structure . Where a joint is to be made , any excess water and laitance shall be removed from the surface after ...
... Joints . Joints not indicated on the plans shall be so made and located as least to impair the strength of the completed structure . Where a joint is to be made , any excess water and laitance shall be removed from the surface after ...
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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