Uniform Building Code |
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Page 37
... portion of the building for which the cer- tificate is issued . 5. A statement that the described portion of the building complies with the requirements of this Code for group and division of occupancy and the use for which the proposed ...
... portion of the building for which the cer- tificate is issued . 5. A statement that the described portion of the building complies with the requirements of this Code for group and division of occupancy and the use for which the proposed ...
Page 41
... portion thereof , exclusive of vent shafts and courts . The floor area of a building , or portion thereof , not provided with sur- rounding exterior walls shall be the usable area under the horizontal pro- jection of the roof or floor ...
... portion thereof , exclusive of vent shafts and courts . The floor area of a building , or portion thereof , not provided with sur- rounding exterior walls shall be the usable area under the horizontal pro- jection of the roof or floor ...
Page 496
... portion thereof shall be determined by dividing the floor area assigned to that use by the square feet per occupant as set forth in Table No. 33 - A . When the square feet per occupant are not given for a particular oc- cupancy it shall ...
... portion thereof shall be determined by dividing the floor area assigned to that use by the square feet per occupant as set forth in Table No. 33 - A . When the square feet per occupant are not given for a particular oc- cupancy it shall ...
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