Uniform Building CodeInternational Conference of Building Officials, 1982 - Building laws |
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Page 73
... height or portion thereof shall be considered as a tier . The clear height of a parking tier shall be not less than 7 feet , except that a lesser clear height may be permitted in mechanical - access open parking garages when approved by ...
... height or portion thereof shall be considered as a tier . The clear height of a parking tier shall be not less than 7 feet , except that a lesser clear height may be permitted in mechanical - access open parking garages when approved by ...
Page 91
... height of not less than 7 feet ; and 3. Has the longer side at least 65 percent open and unobstructed . ( b ) ... height , the minimum width of the yard shall be increased at the rate of 1 foot for each additional story . For buildings ...
... height of not less than 7 feet ; and 3. Has the longer side at least 65 percent open and unobstructed . ( b ) ... height , the minimum width of the yard shall be increased at the rate of 1 foot for each additional story . For buildings ...
Page 179
... height h in any direction by the effective thickness t in the corresponding direction and shall not exceed the value ... height of walls . Where a wall is laterally supported top and bottom , its effective height shall be taken as the ...
... height h in any direction by the effective thickness t in the corresponding direction and shall not exceed the value ... height of walls . Where a wall is laterally supported top and bottom , its effective height shall be taken as the ...
Contents
0000228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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Common terms and phrases
accordance with Section Allowable Unit Stresses applied approved assembly bars beam bending bolts building official building or structure ceiling Chapter column compression members compressive strength computed concrete dead load Decking diameter distance doors edge exceed exit exterior walls Extreme Fiber factor fire fire-resistive construction flange flexural members foot Formula framing gauge girders grade Group grout gypsum height installed joints joists laminations length less live load located lumber masonry materials maximum minimum modulus of elasticity nails noncombustible occupant load openings panel percent permitted perpendicular plastic plate plywood portland cement pounds per square prestressing protected psi psi ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress sheathing slab space span specified in Section splices square feet square inch stairway steel studs surface Table tensile tensile stress tension tests thickness Type U.B.C. Standard values vertical welds width wire wood wood shingles yield strength