Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 79
... exceed forty - five feet ( 45 ′ ) above the adjacent fin- ished ground level ; provided , further , that spires , towers or steeples erected as a part of such building and not used for habitation or storage may extend not to exceed ten ...
... exceed forty - five feet ( 45 ′ ) above the adjacent fin- ished ground level ; provided , further , that spires , towers or steeples erected as a part of such building and not used for habitation or storage may extend not to exceed ten ...
Page 97
... exceed twenty - five feet ( 25 ′ ) in height , and in no case shall any cavity wall exceed thirty - five feet ( 35 ' ) in height . ( b ) Construction . In cavity walls neither the facing nor the backing shall be less than four inches ...
... exceed twenty - five feet ( 25 ′ ) in height , and in no case shall any cavity wall exceed thirty - five feet ( 35 ' ) in height . ( b ) Construction . In cavity walls neither the facing nor the backing shall be less than four inches ...
Page 175
... 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 flanges on such members having an I ...
... 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 flanges on such members having an I ...
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