Uniform Building CodePacific Coast Building Officials Conference, 1949 - Building laws |
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Page 119
... Chimney Space . Wood lath , furring or framing shall be placed not less than two inches ( 2 " ) from any chimney and not less than four inches ( 4 " ) from the back of any fire- place . ( i ) Underpinning . The underpinning of bearing ...
... Chimney Space . Wood lath , furring or framing shall be placed not less than two inches ( 2 " ) from any chimney and not less than four inches ( 4 " ) from the back of any fire- place . ( i ) Underpinning . The underpinning of bearing ...
Page 210
Pacific Coast Building Officials Conference. Chimneys ( Cont'd . ) Masonry Chimneys Terra Cotta Chimneys ( f ) Loads on Chimney . No chimney shall support any load other than its own weight . ( g ) Anchorage . Chimneys in wood frame ...
Pacific Coast Building Officials Conference. Chimneys ( Cont'd . ) Masonry Chimneys Terra Cotta Chimneys ( f ) Loads on Chimney . No chimney shall support any load other than its own weight . ( g ) Anchorage . Chimneys in wood frame ...
Page 267
... Chimney . Every such furnace shall be connected to a chimney as specified in Section 3702 . The smoke pipe of a heating appliance shall not be con- nected into the flue of an incinerator which has the rubbish chute identical with the ...
... Chimney . Every such furnace shall be connected to a chimney as specified in Section 3702 . The smoke pipe of a heating appliance shall not be con- nected into the flue of an incinerator which has the rubbish chute identical with the ...
Contents
Part IAdministrative | 19 |
CHAPTER 3 | 25 |
Part IIIRequirements Based on Occupancy | 35 |
Copyright | |
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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