Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 44
International Conference of Building Officials. Occupancy Classified Change in Use Mixed Occupancy PART III REQUIREMENTS BASED ON OCCUPANCY CHAPTER 5 - CLASSIFICATION OF ALL BUILDINGS BY USE OR OCCUPANCY AND GENERAL REQUIREMENTS FOR ALL ...
International Conference of Building Officials. Occupancy Classified Change in Use Mixed Occupancy PART III REQUIREMENTS BASED ON OCCUPANCY CHAPTER 5 - CLASSIFICATION OF ALL BUILDINGS BY USE OR OCCUPANCY AND GENERAL REQUIREMENTS FOR ALL ...
Page 45
... occupancy by Table No. 5 - C , the major use of the build- ing shall determine the occupancy classification provided the uses are separated as specified in Section 503 ( d ) . ( b ) Forms of Occupancy Separations . Occupancy separa ...
... occupancy by Table No. 5 - C , the major use of the build- ing shall determine the occupancy classification provided the uses are separated as specified in Section 503 ( d ) . ( b ) Forms of Occupancy Separations . Occupancy separa ...
Page 87
... occupancy separations see Table No. 5 - B . For occupant load see Section 3301 . Sec . 1502. Buildings or parts of buildings classed in Group Construction , J , Division 1 because of the use or character of the occupancy Height , shall ...
... occupancy separations see Table No. 5 - B . For occupant load see Section 3301 . Sec . 1502. Buildings or parts of buildings classed in Group Construction , J , Division 1 because of the use or character of the occupancy Height , shall ...
Contents
HOW TO USE THE UNIFORM BUILDING CODE | 21 |
CHAPTER 3 | 28 |
Part IIDefinitions and Abbreviations | 35 |
Copyright | |
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Common terms and phrases
allowable stress allowable unit stresses applied approved axial load bars beam bending bolts bond Building Official building or structure ceiling cement cent chimney Code column compression members compressive strength computed conform construction Continued dead load designed diameter distance Douglas Fir exceed exit exterior walls EXTREME FIBER Fire Zone fire-resistive rating flange floor Formula framing gauge girders glued-laminated grade Group grout gypsum height horizontal incombustible joints joists Laminations lath least length less live load longitudinal lumber materials maximum metal minimum Modulus of Elasticity mortar nails occupant load openings parallel to grain permitted perpendicular plaster plate plywood portland cement pounds per square prestressing ratio resist roof Select Structural shear stress shear walls sheathing slab space span specified in Section splices square feet square inch steel studs surface Table thickness tion twelve inches 12 Type U.B.C. Standard values vertical welds width wire wood yield strength