Uniform Building CodePacific Coast Building Officials Conference, 1949 - Building laws |
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Page 6
... Vertical Openings 607. Fire - Extinguishing Apparatus 608. Special Hazards 43 43 44 44 44 44 609 . Exceptions and Deviations CHAPTER 7 . Requirements for Group B Occupancies SEC . 701 . 702 . Group B Occupancies Defined Construction ...
... Vertical Openings 607. Fire - Extinguishing Apparatus 608. Special Hazards 43 43 44 44 44 44 609 . Exceptions and Deviations CHAPTER 7 . Requirements for Group B Occupancies SEC . 701 . 702 . Group B Occupancies Defined Construction ...
Page 7
... Vertical Openings 1107. Fire - Extinguishing Apparatus Special Hazards 1108 . CHAPTER 12 . SEC . 1201 . Group G Occupancies Defined 1202 . 1203 . Requirements for Group G Occupancies Construction , Height and Area Allowable Location on ...
... Vertical Openings 1107. Fire - Extinguishing Apparatus Special Hazards 1108 . CHAPTER 12 . SEC . 1201 . Group G Occupancies Defined 1202 . 1203 . Requirements for Group G Occupancies Construction , Height and Area Allowable Location on ...
Page 185
Pacific Coast Building Officials Conference. CHAPTER 30 - ENCLOSURE OF VERTICAL OPENINGS Sec . 3001. Vertical openings are required to be enclosed in Enclosures : certain buildings depending upon the occupancy of the build- When ing ...
Pacific Coast Building Officials Conference. CHAPTER 30 - ENCLOSURE OF VERTICAL OPENINGS Sec . 3001. Vertical openings are required to be enclosed in Enclosures : certain buildings depending upon the occupancy of the build- When ing ...
Contents
Part IAdministrative | 19 |
CHAPTER 3 | 25 |
Part IIIRequirements Based on Occupancy | 35 |
Copyright | |
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Common terms and phrases
angles approved axial bars beams bearing bending bolts Building Official building or structure ceiling cement cent Chimneys Code column combustible compression compression members compressive strength compressive stress connections Cont'd designed diameter distance Douglas fir dry standpipes enclosures exceed exit exterior walls fiber fire doors Fire Zone flange foot framing girders grade grain Group gypsum height horizontal incombustible materials installed interior joints joists lath least length less than one-hour live load located lumber maximum metal minimum mortar nails occupant load one-half inch one-hour fire-resistive construction partitions piles pipe plaster plate portland cement pounds per square proscenium protected reinforced concrete resistance rivets shear side six inches slab space span specified in Chapter specified in Section splices square feet square inch stairway standpipes strength structural steel studs Subsection surface Table tensile stress thickness twenty feet 20 U.B.C. Standard vent ventilation welded width wire wood