Uniform Building CodePacific Coast Building Officials Conference, 1949 - Building laws |
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Page 45
... one - hour fire - resistive protection . Division 3 occupancies located in the basement or one story above ground level shall be in buildings of not less than one - hour fire - resistive construction . Group B assembly rooms having an ...
... one - hour fire - resistive protection . Division 3 occupancies located in the basement or one story above ground level shall be in buildings of not less than one - hour fire - resistive construction . Group B assembly rooms having an ...
Page 68
... ( Fire - Resistive ) Sec . 1801. In " Type I Buildings , " the structural ... hour fire - resistive construction , except that walls fronting on streets ... One - hour fire - resistive where un- protected openings are permitted and two ...
... ( Fire - Resistive ) Sec . 1801. In " Type I Buildings , " the structural ... hour fire - resistive construction , except that walls fronting on streets ... One - hour fire - resistive where un- protected openings are permitted and two ...
Page 201
... Construction . Enclosure walls shall be of not less than two - hour fire - resistive construction in build- ings more than four stories in height and shall be of not less than one - hour fire - resistive construction elsewhere . ( c ) ...
... Construction . Enclosure walls shall be of not less than two - hour fire - resistive construction in build- ings more than four stories in height and shall be of not less than one - hour fire - resistive construction elsewhere . ( c ) ...
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