Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 48
... occupancy classification , provided the uses are separated as specified in Section 503 ( d ) . Except for buildings containing Group H , Division 1 through Division 4 Occupancies , the provisions of this paragraph are ap- plicable to ...
... occupancy classification , provided the uses are separated as specified in Section 503 ( d ) . Except for buildings containing Group H , Division 1 through Division 4 Occupancies , the provisions of this paragraph are ap- plicable to ...
Page 49
... separation shall be protected by a fire assembly having a one - hour fire - protection rating . ( d ) Fire Ratings for Occupancy Separations . Occupancy separations shall be provided between the various groups and divisions of ...
... separation shall be protected by a fire assembly having a one - hour fire - protection rating . ( d ) Fire Ratings for Occupancy Separations . Occupancy separations shall be provided between the various groups and divisions of ...
Page 66
... occupancy separation as defined in Chapter 5. Such areas may be increased to 3000 square feet when sprin- klers , not otherwise required , are installed in the storage area . EXCEPTION : A one - hour fire - resistive occupancy separation ...
... occupancy separation as defined in Chapter 5. Such areas may be increased to 3000 square feet when sprin- klers , not otherwise required , are installed in the storage area . EXCEPTION : A one - hour fire - resistive occupancy separation ...
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 STRESSES applied approved axial bars beam bending bolts building official building or structure ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER flange flexural footnotes Formula framing girders grade Group grout gypsum height inches on center installed joints joists 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 Parallel to Grain partitions percent permitted plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural Selected Decking shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch stairway steel strength studs Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength