Uniform Building Code |
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Page 546
... exits . The total exit width required from any story of a building shall be determined by using the occupant load of that story plus the percentages of the occupant loads of floors which exit through the level under consideration as ...
... exits . The total exit width required from any story of a building shall be determined by using the occupant load of that story plus the percentages of the occupant loads of floors which exit through the level under consideration as ...
Page 558
... Exit Courts Sec . 3311. ( a ) General . Every exit court shall discharge into a public way or exit passageway . ( b ) Width . Exit court minimum widths shall be determined in accordance with provisions of Section 3303 based on the ...
... Exit Courts Sec . 3311. ( a ) General . Every exit court shall discharge into a public way or exit passageway . ( b ) Width . Exit court minimum widths shall be determined in accordance with provisions of Section 3303 based on the ...
Page 709
... exits for anchor stores shall be provided independently from the mall exit system . Malls shall not exit through anchor stores . Malls terminating at an anchor store where no other means of exit has been provided shall be considered as ...
... exits for anchor stores shall be provided independently from the mall exit system . Malls shall not exit through anchor stores . Malls terminating at an anchor store where no other means of exit has been provided shall be considered as ...
Contents
008228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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accordance with Section applied approved bars beam bending bolts building official building or structure ceiling Chapter column compression members computed concrete dead load Decking diameter distance Division 1 Occupancies doors exceed exit exterior walls extreme fiber factor fire-resistive construction fire-resistive rating flange Formula framing gauge girders grade grain Group grout gypsum gypsum plaster height horizontal installed joints joists laminations length less live load located masonry materials maximum minimum modulus of elasticity nails noncombustible occupancy separation occupant load one-hour fire-resistive openings panels permitted perpendicular plastic plywood portland cement pounds per square prestressing protected ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress sheathing side slab smoke detector space span specified in Section splices square feet square inch stairway steel studs surface Table tensile stress tension tests thickness Type U.B.C. Standard units at least values vertical welds width wire wood yield strength