Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 47
... story . ( b ) Areas of Buildings Over One Story . The total area of all floors of multistory buildings shall not exceed twice the area allowed for one - story buildings . No single floor area shall exceed that permitted for one - story ...
... story . ( b ) Areas of Buildings Over One Story . The total area of all floors of multistory buildings shall not exceed twice the area allowed for one - story buildings . No single floor area shall exceed that permitted for one - story ...
Page 81
... story and two - story buildings . For buildings more than two stories in height the minimum width of the yard shall be increased at the rate of one foot ( 1 ' ) for each additional story . For buildings exceeding 14 stories in height ...
... story and two - story buildings . For buildings more than two stories in height the minimum width of the yard shall be increased at the rate of one foot ( 1 ' ) for each additional story . For buildings exceeding 14 stories in height ...
Page 409
... story having an occupant load of more than 10 shall have not less than two exits . Each mezzanine used for other ... story or portion thereof , having an occupant load of 500 to 999 shall have not less than three exits . Every story or ...
... story having an occupant load of more than 10 shall have not less than two exits . Each mezzanine used for other ... story or portion thereof , having an occupant load of 500 to 999 shall have not less than three exits . Every story or ...
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