Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 62
... located on the public street or on the ac- cess way . The main assembly floor of Division 1 Occupancies shall be located at or near the adjacent ground level . For fire - resistive protection of exterior walls and openings , as deter ...
... located on the public street or on the ac- cess way . The main assembly floor of Division 1 Occupancies shall be located at or near the adjacent ground level . For fire - resistive protection of exterior walls and openings , as deter ...
Page 206
... located as close to corners as practicable and shall provide cross ventilation on at least two approximately ... located nearer than 6 inches to earth shall be treated wood or wood of natural resistance to decay , as defined in Section ...
... located as close to corners as practicable and shall provide cross ventilation on at least two approximately ... located nearer than 6 inches to earth shall be treated wood or wood of natural resistance to decay , as defined in Section ...
Page 543
... located within the enclosures . Except in buildings equipped with an approved automatic sprinkler system , risers and laterals of Class I standpipe systems not located within an enclosed stairway or smokeproof enclosure shall be ...
... located within the enclosures . Except in buildings equipped with an approved automatic sprinkler system , risers and laterals of Class I standpipe systems not located within an enclosed stairway or smokeproof enclosure shall be ...
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