Uniform Building Code |
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Page 134
... equipment and machinery , the appropriate values of C , shall be determined with consideration given to both the dynamic properties of the equipment and machinery and to the building or structure in which it is placed but shall be not ...
... equipment and machinery , the appropriate values of C , shall be determined with consideration given to both the dynamic properties of the equipment and machinery and to the building or structure in which it is placed but shall be not ...
Page 569
... equipment . The activation of the ventilating equipment shall be initiated by a smoke detector installed outside the vestibule door in an approved location . The activation of the closing device on any door shall activate the closing ...
... equipment . The activation of the ventilating equipment shall be initiated by a smoke detector installed outside the vestibule door in an approved location . The activation of the closing device on any door shall activate the closing ...
Page 607
... equipment . The exhaust capacity shall be 200 cubic feet per minute for each lamp connected to the lamp exhaust system , or as recommended by the equipment manufacturer . Auxiliary air may be introduced into the system through a ...
... equipment . The exhaust capacity shall be 200 cubic feet per minute for each lamp connected to the lamp exhaust system , or as recommended by the equipment manufacturer . Auxiliary air may be introduced into the system through a ...
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