Uniform Building CodePacific Coast Building Officials Conference, 1949 - Building laws |
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Page 6
... Group B Occupancies SEC . 701 . 702 . Group B Occupancies Defined Construction , Height and Area Allowable 45 45 704 . Exit Facilities 705 . 706. Enclosure of Vertical Openings 707. Fire - Extinguishing Apparatus 708 . Special Hazards ...
... Group B Occupancies SEC . 701 . 702 . Group B Occupancies Defined Construction , Height and Area Allowable 45 45 704 . Exit Facilities 705 . 706. Enclosure of Vertical Openings 707. Fire - Extinguishing Apparatus 708 . Special Hazards ...
Page 7
... Group G Occupancies Defined 1202 . 1203 . Requirements for Group G Occupancies Construction , Height and Area Allowable Location on Property 1204. Exit Facilities 1205. Light , Ventilation , and Sanitation 1206. Enclosure of Vertical ...
... Group G Occupancies Defined 1202 . 1203 . Requirements for Group G Occupancies Construction , Height and Area Allowable Location on Property 1204. Exit Facilities 1205. Light , Ventilation , and Sanitation 1206. Enclosure of Vertical ...
Page 45
... Group A nor Divisions 1 , 2 and 3 , Group B , occupancies . For occupancy separations see Table No. 5 - B . For occupant load see Section 3301 . Group B Occupancies Defined Sec . 702. ( a ) General . Buildings or parts of buildings ...
... Group A nor Divisions 1 , 2 and 3 , Group B , occupancies . For occupancy separations see Table No. 5 - B . For occupant load see Section 3301 . Group B Occupancies Defined Sec . 702. ( a ) General . Buildings or parts of buildings ...
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