Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 24
... persons having charge or control of the building or premises and request entry . If such entry is refused , the building official or his authorized representative shall have recourse to every remedy provided by law to secure entry ...
... persons having charge or control of the building or premises and request entry . If such entry is refused , the building official or his authorized representative shall have recourse to every remedy provided by law to secure entry ...
Page 80
... persons ) . Hospitals , sanitariums , nursing homes with nonambulatory patients and similar buildings ( each accommodating more than five persons ) . Division 2. Nursing homes for ambulatory patients , homes for children six years of ...
... persons ) . Hospitals , sanitariums , nursing homes with nonambulatory patients and similar buildings ( each accommodating more than five persons ) . Division 2. Nursing homes for ambulatory patients , homes for children six years of ...
Page 521
... persons are to be accommodated within a dispersal area , there shall be a minimum of three exits and for more than 9000 persons there shall be at least four exits . The aggregate clear width of exits from a safe dispersal area shall be ...
... persons are to be accommodated within a dispersal area , there shall be a minimum of three exits and for more than 9000 persons there shall be at least four exits . The aggregate clear width of exits from a safe dispersal area 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 STRESSES applied approved axial bars beam bending bolts building official building or structure ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER flange flexural footnotes Formula framing girders grade Group grout gypsum height inches on center installed joints joists 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 Parallel to Grain partitions percent permitted plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural Selected Decking shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch stairway steel strength studs Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength