Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 70
... Exterior and Inner Court Walls Partitions CHAPTER 19 - TYPE II BUILDINGS ( Heavy Timber Construction ) Sec . 1901. In " Type II Buildings " the structural frame shall be of structural steel or iron which shall be fire - protected , of ...
... Exterior and Inner Court Walls Partitions CHAPTER 19 - TYPE II BUILDINGS ( Heavy Timber Construction ) Sec . 1901. In " Type II Buildings " the structural frame shall be of structural steel or iron which shall be fire - protected , of ...
Page 80
... Exterior walls may be of any materials permitted by this Code . Exterior walls of wood shall be constructed as specified in Chapter 25 . ( b ) Sheathing . Type V buildings three stories in height shall have the exterior walls covered ...
... Exterior walls may be of any materials permitted by this Code . Exterior walls of wood shall be constructed as specified in Chapter 25 . ( b ) Sheathing . Type V buildings three stories in height shall have the exterior walls covered ...
Page 205
... Exterior Exit . Any room , the floor of which is below grade and which is used by pupils shall have at least one exit leading directly to the exterior of the building , and such exit shall be not less in width than one - half the ...
... Exterior Exit . Any room , the floor of which is below grade and which is used by pupils shall have at least one exit leading directly to the exterior of the building , and such exit shall be not less in width than one - half the ...
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