Uniform Building CodePacific Coast Building Officials Conference, 1940 - Building laws |
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Page 198
... bearing of all parts connected upon the turned - down body of the pin . Members packed on pins shall be held against lateral move- ment . Pin holes shall be reinforced by plates wherever neces- sary to give proper bearing . At least one ...
... bearing of all parts connected upon the turned - down body of the pin . Members packed on pins shall be held against lateral move- ment . Pin holes shall be reinforced by plates wherever neces- sary to give proper bearing . At least one ...
Page 199
... bearing studs having a channel section shall not exceed 20 times the thickness of the flange . The effective width of flanges on such joists and studs having an I - section shall not exceed 20 times the thickness of the flange on each ...
... bearing studs having a channel section shall not exceed 20 times the thickness of the flange . The effective width of flanges on such joists and studs having an I - section shall not exceed 20 times the thickness of the flange on each ...
Page 209
... bearing or party walls shall be not less in thickness than specified in Table No. I of this Chapter ; provided , that in no case shall the uppermost thirty - five feet ( 35 ' ) of such walls be less than twelve inches ( 12 " ) in ...
... bearing or party walls shall be not less in thickness than specified in Table No. I of this Chapter ; provided , that in no case shall the uppermost thirty - five feet ( 35 ' ) of such walls be less than twelve inches ( 12 " ) in ...
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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