Uniform Building Code |
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Page 560
... door does not swing over the landing . C. Screen doors and storm doors may swing over stairs , steps or landings . 2. Doors serving building equipment rooms which are not normally occupied . ( i ) Landings at Doors . Landings shall have ...
... door does not swing over the landing . C. Screen doors and storm doors may swing over stairs , steps or landings . 2. Doors serving building equipment rooms which are not normally occupied . ( i ) Landings at Doors . Landings shall have ...
Page 616
... door - closing purposes not less than one half of the hinges shall be spring hinges . 3. Latch . Unless otherwise specifically permitted , all single doors and both leaves of pairs of side - hinged swinging doors shall be provided with ...
... door - closing purposes not less than one half of the hinges shall be spring hinges . 3. Latch . Unless otherwise specifically permitted , all single doors and both leaves of pairs of side - hinged swinging doors shall be provided with ...
Page 691
... Door operation . Power - operated horizontally sliding car and hoistway doors opened and closed by automatic means shall be provided . 3. Door size . Minimum clear width for elevator doors shall be 36 inches . EXCEPTION : When approved ...
... Door operation . Power - operated horizontally sliding car and hoistway doors opened and closed by automatic means shall be provided . 3. Door size . Minimum clear width for elevator doors shall be 36 inches . EXCEPTION : When approved ...
Contents
Organization and Enforcement | 4 |
Part IIDefinitions and Abbreviations | 17 |
Part IIIRequirements Based on Occupancy | 27 |
Copyright | |
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Common terms and phrases
accordance with Section Allowable Unit Stresses applied approved atrium axial load bars beam bolts building official building or structure column comply compression members concrete conform dead load deflection diameter diaphragms Division 1 Occupancies exceed exit exterior walls extreme fiber factor Fire Code floor area Formula framing girders grade Group H grout height horizontal shear inspection installed joints joists laminations lateral forces length less live load located lumber materials maximum minimum modulus of elasticity nails noncombustible occupancy separation openings panel Parallel to Grain particleboard partitions percent permitted perpendicular plywood portion pounds per square prestressing protected psi psi psi ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel storage strength Stud Table tensile tensile stress tension thickness U.B.C. Standard vertical welds width wood yield strength