Uniform Building CodePacific Coast Building Officials Conference, 1949 - Building laws |
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Page 118
... framing shall be twenty feet ( 20 ' ) unless the wall is supported later- ally by adequate framing . No studding shall be spaced more than sixteen inches ( 16 " ) on centers , except that in lieu of this requirement the studs and plates ...
... framing shall be twenty feet ( 20 ' ) unless the wall is supported later- ally by adequate framing . No studding shall be spaced more than sixteen inches ( 16 " ) on centers , except that in lieu of this requirement the studs and plates ...
Page 119
... framing shall be placed not less than two inches ( 2 " ) from any chimney and not less than four inches ( 4 " ) from ... framing , loose incombustible materials shall be placed in incombus- tible supports , or a metal collar tightly ...
... framing shall be placed not less than two inches ( 2 " ) from any chimney and not less than four inches ( 4 " ) from ... framing , loose incombustible materials shall be placed in incombus- tible supports , or a metal collar tightly ...
Page 278
... framing from chimneys Under first floor joists CLUBS ( see ASSEMBLY BUILDINGS ) COLD STORAGE ( see GROUP G ) COLUMNS Combination Composite Fire - protection of Heavy timber Masonry Mill construction Projects beyond property line , when ...
... framing from chimneys Under first floor joists CLUBS ( see ASSEMBLY BUILDINGS ) COLD STORAGE ( see GROUP G ) COLUMNS Combination Composite Fire - protection of Heavy timber Masonry Mill construction Projects beyond property line , when ...
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