Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 21
... specifically regulated herein . Scope Sec . 103. The provisions of this code shall apply to the construction , alteration , moving , demolition , repair and use of any building or structure within this jurisdiction , except work located ...
... specifically regulated herein . Scope Sec . 103. The provisions of this code shall apply to the construction , alteration , moving , demolition , repair and use of any building or structure within this jurisdiction , except work located ...
Page 206
... specifically ap- proved by the building official . In territories where hazard of termite damage is slight , any species of wood permitted by this code may be used for sills when specifically approved by the building official . 4 ...
... specifically ap- proved by the building official . In territories where hazard of termite damage is slight , any species of wood permitted by this code may be used for sills when specifically approved by the building official . 4 ...
Page 379
... specifically excluded , and not in conflict with the provisions of this chapter , are to be considered applicable to prestressed concrete . The following provisions shall not apply to prestressed concrete unless specifically noted ...
... specifically excluded , and not in conflict with the provisions of this chapter , are to be considered applicable to prestressed concrete . The following provisions shall not apply to prestressed concrete unless specifically noted ...
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