Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 92
... partitions shall have not less than the upper one- fourth of the partition constructed of glass . For use of plastics in partitions , see Section 5210 . ( c ) Folding , Portable or Movable Partitions . 92 1703-1705 UNIFORM BUILDING CODE ...
... partitions shall have not less than the upper one- fourth of the partition constructed of glass . For use of plastics in partitions , see Section 5210 . ( c ) Folding , Portable or Movable Partitions . 92 1703-1705 UNIFORM BUILDING CODE ...
Page 211
... 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 215
... partitions supporting no loads other than the weight of the partition . 11. Bored holes . A hole not greater in ... partitions or in any wall where each bored stud is doubled , provided not more than two such successive doubled studs are ...
... partitions supporting no loads other than the weight of the partition . 11. Bored holes . A hole not greater in ... partitions or in any wall where each bored stud is doubled , provided not more than two such successive doubled studs are ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
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Common terms and phrases
allowable stress allowable unit stress applied approved axial bars beam bending bolts building official building or structure ceiling column compression members compressive strength computed concrete conform dead load Decking diameter distance Division 1 Occupancies exceed exit exterior walls fire-resistive construction flange flexural foot Formula frame girders grade Group grout gypsum height horizontal inspection installed joints joists lath least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel partitions percent permitted plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength