Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 77
... Studs or other similar vertical supports shall in no case be spaced more than four feet ( 4 ' ) on centers . All openings wider than the regular stud spacing in the wall shall be trussed or provided with lintels with proper end support ...
... Studs or other similar vertical supports shall in no case be spaced more than four feet ( 4 ' ) on centers . All openings wider than the regular stud spacing in the wall shall be trussed or provided with lintels with proper end support ...
Page 113
... stud partitions or walls over ten feet ( 10 ′ ) in height shall have herringbone bridging , not less than two inches ( 2 " ) in thickness and of the same width as the stud , fitted snugly and spiked into the studs at mid - height of stud ...
... stud partitions or walls over ten feet ( 10 ′ ) in height shall have herringbone bridging , not less than two inches ( 2 " ) in thickness and of the same width as the stud , fitted snugly and spiked into the studs at mid - height of stud ...
Page 175
... studs Light the ratio / r shall not exceed 180 . Steel Construction The effective width of flanges on such members having a channel section shall not exceed 20 times the thickness of the ( Cont'd . ) flange . The effective width of ...
... studs Light the ratio / r shall not exceed 180 . Steel Construction The effective width of flanges on such members having a channel section shall not exceed 20 times the thickness of the ( Cont'd . ) flange . The effective width of ...
Contents
Page | 11 |
Part IAdministrative | 19 |
Part IIDefinitions and Abbreviations | 29 |
Copyright | |
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adjacent property lines approved bars beams bending bolts Building Official building or structure ceiling cent Chimneys Code combustible material compression members compressive strength conform dead load designed diameter dry standpipes enclosures exceed exit exterior walls fire doors Fire Zone fire-protected flange foot frame furnace girders grade Group gypsum height horizontal incombustible installed interior joints joists least length less than one-hour live load located lumber metal minimum mortar Occupancy Separation one-half inch one-hour fire-resistive construction partitions permit pipe plaster portland cement pounds per square proscenium protected reinforced concrete resistance rivets shear side six inches smoke pipe space span specified in Chapter specified in Section square feet square inch stairway structural steel studs Table tensile stress tests thickness tile tion total band twelve inches 12 twenty feet 20 Type V buildings TYPES OF CONSTRUCTION unit stress vent Ventilation vertical openings width wood