Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 74
... Partitions Enclosure of Vertical Openings CHAPTER 20- TYPE III BUILDINGS - ( Ordinary Masonry ) Sec . 2001. In " Type III Buildings , " the interior load bearing construction may be masonry or concrete walls or a structural frame of ...
... Partitions Enclosure of Vertical Openings CHAPTER 20- TYPE III BUILDINGS - ( Ordinary Masonry ) Sec . 2001. In " Type III Buildings , " the interior load bearing construction may be masonry or concrete walls or a structural frame of ...
Page 114
... partitions meet shall be framed solid so that no lath can extend from one room to another . All exterior and main cross stud partitions shall be effectively and thoroughly braced . ( g ) Pipes in Walls . Stud partitions containing ...
... partitions meet shall be framed solid so that no lath can extend from one room to another . All exterior and main cross stud partitions shall be effectively and thoroughly braced . ( g ) Pipes in Walls . Stud partitions containing ...
Page 248
... partitions are used they shall have vertical steel or iron channels with a depth of not less than one - third the thickness of the partition , made of not less than No. 16 U. S. gauge metal and spaced not more than twenty - four inches ...
... partitions are used they shall have vertical steel or iron channels with a depth of not less than one - third the thickness of the partition , made of not less than No. 16 U. S. gauge metal and spaced not more than twenty - four inches ...
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