Uniform Building Code |
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Page 101
... partitions shall have not less than the upper one- fourth of the partition constructed of glass . For use of plastics in partitions see Section 5208 . ( c ) Folding , Portable or Movable Partitions . Approved folding , por- table or ...
... partitions shall have not less than the upper one- fourth of the partition constructed of glass . For use of plastics in partitions see Section 5208 . ( c ) Folding , Portable or Movable Partitions . Approved folding , por- table or ...
Page 217
... partitions . Bearing partitions perpendicular to joists shall not be offset from supporting girders , walls or partitions more than the joist depth . Joists under and parallel to bearing partitions shall be doubled . 6. Blocking . Floor ...
... partitions . Bearing partitions perpendicular to joists shall not be offset from supporting girders , walls or partitions more than the joist depth . Joists under and parallel to bearing partitions shall be doubled . 6. Blocking . Floor ...
Page 490
... partitions extending from the ceiling to the roof . Such partitions shall be not less than 1⁄2 - inch thick gypsum wallboard , or 1 - inch nominal thickness tight - fitting wood , % -inch thick plywood , or approved noncombustible ...
... partitions extending from the ceiling to the roof . Such partitions shall be not less than 1⁄2 - inch thick gypsum wallboard , or 1 - inch nominal thickness tight - fitting wood , % -inch thick plywood , or approved noncombustible ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts Building Official building or structure ceiling Code column compression members compressive strength concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain percent permitted perpendicular plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel strength studs surface Table tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength