Uniform Building Code |
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Page 37
... Occupancy Sec . 306. ( a ) Use or Occupancy . No building or structure of Groups A , E , I , H , B or R , Division 1 Occupancy , shall be used or occupied , and no change in the existing occupancy classification of a building or ...
... Occupancy Sec . 306. ( a ) Use or Occupancy . No building or structure of Groups A , E , I , H , B or R , Division 1 Occupancy , shall be used or occupied , and no change in the existing occupancy classification of a building or ...
Page 47
... OCCUPANCY AND GENERAL REQUIREMENTS FOR ALL OCCUPANCIES NOTE : For tabulation showing changes to the occupancy designations that were used in the 1973 Edition , see page 21 Occupancy Classified Sec . 501. Every building , whether ...
... OCCUPANCY AND GENERAL REQUIREMENTS FOR ALL OCCUPANCIES NOTE : For tabulation showing changes to the occupancy designations that were used in the 1973 Edition , see page 21 Occupancy Classified Sec . 501. Every building , whether ...
Page 48
... occupancy housed therein . The area of the building shall be such that the sum of the ratios of the actual area divided by the allowable area for each separate occupancy shall not exceed one . Where minor accessory uses do not occupy ...
... occupancy housed therein . The area of the building shall be such that the sum of the ratios of the actual area divided by the allowable area for each separate occupancy shall not exceed one . Where minor accessory uses do not occupy ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
10 other sections not shown
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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 Code column compression members compressive strength concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain percent permitted perpendicular plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel strength studs surface Table tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength