Uniform Building Code |
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Page 32
... additional plan checking , an additional plan - check fee shall be charged at a rate estab- lished by the Building Official . ( c ) Expiration of Plan Check . Applications for which no permit is issued within 180 days following the date ...
... additional plan checking , an additional plan - check fee shall be charged at a rate estab- lished by the Building Official . ( c ) Expiration of Plan Check . Applications for which no permit is issued within 180 days following the date ...
Page 89
... Additional water closets shall be provided on each floor for each sex at the rate of one for every additional 10 guests , or fractional part thereof , in excess of 10 . Every dwelling unit shall be provided with a kitchen equipped with ...
... Additional water closets shall be provided on each floor for each sex at the rate of one for every additional 10 guests , or fractional part thereof , in excess of 10 . Every dwelling unit shall be provided with a kitchen equipped with ...
Page 526
... additional flue incorporated in the chimney or for each additional 40 inches in width or fraction thereof . In Seismic Zones No. 2 , No. 3 and No. 4 , all masonry and concrete chimneys shall be anchored at each floor or ceiling line ...
... additional flue incorporated in the chimney or for each additional 40 inches in width or fraction thereof . In Seismic Zones No. 2 , No. 3 and No. 4 , all masonry and concrete chimneys shall be anchored at each floor or ceiling line ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
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 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