Uniform Building CodePacific Coast Building Officials Conference, 1949 - Building laws |
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Page 38
... occupancy as speci- fied in Section 503 ( d ) . When a building is used for more than one occupancy purpose , it shall be subject to the most restrictive require- ments for the occupancies concerned . ( b ) Forms of Occupancy Separations ...
... occupancy as speci- fied in Section 503 ( d ) . When a building is used for more than one occupancy purpose , it shall be subject to the most restrictive require- ments for the occupancies concerned . ( b ) Forms of Occupancy Separations ...
Page 39
... Occupancy Separation " shall be of not less than one - hour fire - resistive construction . All openings in such separations shall be protected with Class " C " fire doors , and such doors shall be kept normally closed . ( d ) Fire ...
... Occupancy Separation " shall be of not less than one - hour fire - resistive construction . All openings in such separations shall be protected with Class " C " fire doors , and such doors shall be kept normally closed . ( d ) Fire ...
Page 59
... Occupancy Separation . " EXCEPTIONS : 1. Such furnaces may be used without an " Occupancy Separation " in buildings not more than two stories in height . 2. In buildings of Type V construction an " Ordinary Occupancy Separation " may be ...
... Occupancy Separation . " EXCEPTIONS : 1. Such furnaces may be used without an " Occupancy Separation " in buildings not more than two stories in height . 2. In buildings of Type V construction an " Ordinary Occupancy Separation " may be ...
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