Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 412
... Door Leaf Width . No leaf of an exit door shall exceed four feet ( 4 ' ) in width . ( f ) Special Doors . Revolving , sliding and overhead doors shall not be used as required exits . ( g ) Egress from Door . Every exit door required by ...
... Door Leaf Width . No leaf of an exit door shall exceed four feet ( 4 ' ) in width . ( f ) Special Doors . Revolving , sliding and overhead doors shall not be used as required exits . ( g ) Egress from Door . Every exit door required by ...
Page 417
... DOORS ' ( Continued ) Doors to Corridors Exit Enclosure ( In Accordance with Section 3308 ) Boiler and Furnace Rooms3 Corridors Crossing Area Separation Walls F - 2 5 G H I 12006 C 1 100 A or B 1 0 Α No exits permitted сл 5 12006 C 1 ...
... DOORS ' ( Continued ) Doors to Corridors Exit Enclosure ( In Accordance with Section 3308 ) Boiler and Furnace Rooms3 Corridors Crossing Area Separation Walls F - 2 5 G H I 12006 C 1 100 A or B 1 0 Α No exits permitted сл 5 12006 C 1 ...
Page 465
... Doors . Glazed openings in fire doors shall not be permitted in a fire assembly required to have a three - hour fire - resistive rating . The area of glazed openings in a fire door required to have one and one - half hour or one - hour ...
... Doors . Glazed openings in fire doors shall not be permitted in a fire assembly required to have a three - hour fire - resistive rating . The area of glazed openings in a fire door required to have one and one - half hour or one - hour ...
Contents
HOW TO USE THE UNIFORM BUILDING CODE | 21 |
CHAPTER 3 | 28 |
Part IIDefinitions and Abbreviations | 35 |
Copyright | |
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Common terms and phrases
allowable stress allowable unit stresses applied approved axial load bars beam bending bolts bond Building Official building or structure ceiling cement cent chimney Code column compression members compressive strength computed conform construction Continued dead load designed diameter distance Douglas Fir exceed exit exterior walls EXTREME FIBER Fire Zone fire-resistive rating flange floor Formula framing gauge girders glued-laminated grade Group grout gypsum height horizontal incombustible joints joists Laminations lath least length less live load longitudinal lumber materials maximum metal minimum Modulus of Elasticity mortar nails occupant load openings parallel to grain permitted perpendicular plaster plate plywood portland cement pounds per square prestressing ratio resist roof Select Structural shear stress shear walls sheathing slab space span specified in Section splices square feet square inch steel studs surface Table thickness tion twelve inches 12 Type U.B.C. Standard values vertical welds width wire wood yield strength