Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 66
... CHAPTER 18 — TYPE I BUILDINGS ( Fire - Resistive ) Sec . 1801. In “ Type I ... specified in Section 1813 shall be of fire - resistive construction . Sec ... specified in Chapter 24 or of concrete as specified in Chapter 26 , and shall be ...
... CHAPTER 18 — TYPE I BUILDINGS ( Fire - Resistive ) Sec . 1801. In “ Type I ... specified in Section 1813 shall be of fire - resistive construction . Sec ... specified in Chapter 24 or of concrete as specified in Chapter 26 , and shall be ...
Page 71
... specified in Section 2518 . Temporary partitions as specified in Section 1806 may be used . Sec . 1907. Enclosures ... Chapter 30 ) ; provided , that in buildings not more than three stories in height which are completely sprinklered as ...
... specified in Section 2518 . Temporary partitions as specified in Section 1806 may be used . Sec . 1907. Enclosures ... Chapter 30 ) ; provided , that in buildings not more than three stories in height which are completely sprinklered as ...
Page 75
... specified in Section 3308 . A parapet wall or hand rail at least thirty inches ( 30 " ) in height above the roof ... Chapter 26 for concrete , Chapter 27 for steel and iron , Chapters 22 and 25 for wood and Chapter 24 for masonry . Sec ...
... specified in Section 3308 . A parapet wall or hand rail at least thirty inches ( 30 " ) in height above the roof ... Chapter 26 for concrete , Chapter 27 for steel and iron , Chapters 22 and 25 for wood and Chapter 24 for masonry . Sec ...
Contents
Page | 11 |
Part IAdministrative | 19 |
Part IIDefinitions and Abbreviations | 29 |
Copyright | |
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Common terms and phrases
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