Uniform Building CodePacific Coast Building Officials Conference, 1949 - Building laws |
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Page 69
... Fire - Protection tural steel or iron members , not including frames or struc- of Structural tural members for elevators and elevator enclosures , shall Members be thoroughly fire - protected with not less than four - hour fire - resistive ...
... Fire - Protection tural steel or iron members , not including frames or struc- of Structural tural members for elevators and elevator enclosures , shall Members be thoroughly fire - protected with not less than four - hour fire - resistive ...
Page 70
... fire - protected with not less than four - hour fire - resistive protection and all floors , joists and slabs shall be thoroughly fire - protected with not less than three - hour fire - resistive protection , for all buildings more than ...
... fire - protected with not less than four - hour fire - resistive protection and all floors , joists and slabs shall be thoroughly fire - protected with not less than three - hour fire - resistive protection , for all buildings more than ...
Page 74
... fire protection on the outer edge of steel lugs or brackets on columns may be reduced to not less than one inch ( 1 ... protected on the underside , provided the member is supported at proper intervals from a structural beam or girder which ...
... fire protection on the outer edge of steel lugs or brackets on columns may be reduced to not less than one inch ( 1 ... protected on the underside , provided the member is supported at proper intervals from a structural beam or girder which ...
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