Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 82
... square feet ( 120 sq . ft . ) of superficial floor area . Every room which is used for both cooking and living or both living and sleeping purposes shall have not less than one hun- dred and fifty square feet ( 150 sq . ft . ) of ...
... square feet ( 120 sq . ft . ) of superficial floor area . Every room which is used for both cooking and living or both living and sleeping purposes shall have not less than one hun- dred and fifty square feet ( 150 sq . ft . ) of ...
Page 85
... feet six inches ( 7'6 " ) . Connecting corridors shall have a ceiling height of not less than seven feet ( 7 ... square feet ( 120 sq . ft . ) of superficial floor area . Every room which is used for both cooking and living or both ...
... feet six inches ( 7'6 " ) . Connecting corridors shall have a ceiling height of not less than seven feet ( 7 ... square feet ( 120 sq . ft . ) of superficial floor area . Every room which is used for both cooking and living or both ...
Page 440
... square feet ( 1500 sq . ft . ) and there is not provided at least twenty square feet ( 20 sq . ft . ) of opening entirely above grade in each fifty lineal feet ( 50 lin . ft . ) or fraction thereof of exterior wall in the story or base ...
... square feet ( 1500 sq . ft . ) and there is not provided at least twenty square feet ( 20 sq . ft . ) of opening entirely above grade in each fifty lineal feet ( 50 lin . ft . ) or fraction thereof of exterior wall in the story or base ...
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