Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 47
... OCCUPANCY AND GENERAL REQUIREMENTS FOR ALL OCCUPANCIES Occupancy Classified Sec . 501. Every building , whether existing or hereafter erected , shall be classified by the building official , according to its use or the character of its ...
... OCCUPANCY AND GENERAL REQUIREMENTS FOR ALL OCCUPANCIES Occupancy Classified Sec . 501. Every building , whether existing or hereafter erected , shall be classified by the building official , according to its use or the character of its ...
Page 48
... occupancy shall not exceed one . Where minor accessory uses do not occupy more than 10 percent of the area of any floor of a building , nor more than the basic area permitted in the occupancy by Table No. 5 - C for such minor use , for ...
... occupancy shall not exceed one . Where minor accessory uses do not occupy more than 10 percent of the area of any floor of a building , nor more than the basic area permitted in the occupancy by Table No. 5 - C for such minor use , for ...
Page 642
... occupancy as well as an emergency use as a fallout shelter . SINGLE - PURPOSE FALLOUT SHELTER is a fallout shelter having no use or occupancy except as a fallout shelter . PROTECTION FACTOR is a factor used to express the relation be ...
... occupancy as well as an emergency use as a fallout shelter . SINGLE - PURPOSE FALLOUT SHELTER is a fallout shelter having no use or occupancy except as a fallout shelter . PROTECTION FACTOR is a factor used to express the relation 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