Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 206
... foundation plates or sills and sleepers on a concrete or masonry slab , which is in direct contact with earth , and sills which rest on concrete or masonry foundations , shall be treated wood or Foundation redwood , all marked or ...
... foundation plates or sills and sleepers on a concrete or masonry slab , which is in direct contact with earth , and sills which rest on concrete or masonry foundations , shall be treated wood or Foundation redwood , all marked or ...
Page 470
... foundation type and design criteria including bearing capacity , provisions to minimize the effects of expansive soils and the effects of adjacent loads . 5. Expected total and differential settlement . ( d ) Expansive Soils . When ...
... foundation type and design criteria including bearing capacity , provisions to minimize the effects of expansive soils and the effects of adjacent loads . 5. Expected total and differential settlement . ( d ) Expansive Soils . When ...
Page 471
International Conference of Building Officials. ( c ) Stepped Foundations . Foundations for all buildings where the sur ... Foundation Plates or Sills . Foundation plates or sills shall be bolted to the foundation or foundation wall with ...
International Conference of Building Officials. ( c ) Stepped Foundations . Foundations for all buildings where the sur ... Foundation Plates or Sills . Foundation plates or sills shall be bolted to the foundation or foundation wall with ...
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