Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 50
... less than 300 in the building , including such buildings used for school purposes less than eight hours per week .. 4 - Stadiums , reviewing stands , and amusement park structures not included within Group A nor Divisions 1 , 2 and 3 ...
... less than 300 in the building , including such buildings used for school purposes less than eight hours per week .. 4 - Stadiums , reviewing stands , and amusement park structures not included within Group A nor Divisions 1 , 2 and 3 ...
Page 51
... less than 10 feet 1 hour less than 20 feet Not permitted in Fire Zones Nos . 1 and 2 except as set forth in Sections 1602 ( c ) and 1603 ( c ) . See Notes , page 50 . TABLE NO . 5 - A - Continued FIRE GROUP. D See also Section 902 E See ...
... less than 10 feet 1 hour less than 20 feet Not permitted in Fire Zones Nos . 1 and 2 except as set forth in Sections 1602 ( c ) and 1603 ( c ) . See Notes , page 50 . TABLE NO . 5 - A - Continued FIRE GROUP. D See also Section 902 E See ...
Page 52
... less than 3 feet 2 hour less than 20 feet 1 hour elsewhere Convents , monasteries ( each accommodating more than 10 per- sons ) . 2 1 hour 3 1 hour less than 5 feet 1 I Dwellings and lodging houses . 2 hour less than 20 feet 1 hour ...
... less than 3 feet 2 hour less than 20 feet 1 hour elsewhere Convents , monasteries ( each accommodating more than 10 per- sons ) . 2 1 hour 3 1 hour less than 5 feet 1 I Dwellings and lodging houses . 2 hour less than 20 feet 1 hour ...
Contents
HOW TO USE THE UNIFORM BUILDING CODE | 21 |
CHAPTER 3 | 28 |
Part IIDefinitions and Abbreviations | 35 |
Copyright | |
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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