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� guidance, stabilization, pulling and arresting a fall. <br />> Jetermination could be made by comparative use <br />st�airs or ramps of properly mounted samples. Care <br />iuid be given to understand the exception for the in- <br />erence of handrail mounts on lhe gripping surfaces <br />smailer profiles in effectively evaluating their <br />spability. For a discussion of this, see Section <br />The exception allows for an alternative, Type II <br />handrail, within residential units and lheir associated <br />structures. A handrail on common stairways within an <br />aPartment buiiding or on the steps to the front door of a <br />townhouse could not use this exception. This is con- <br />sistent with the IRC. <br />�y,3.1 7'ype I. Hm�drnils with a circular cross section shall <br />ve an outside diameter of at ]cast 1'/4 inches (32 mm) and not <br />�alcr than 2 inches (51 mm). If thc hnndrail is not circular, it <br />ill have a perimeter dimcnsion of at Icast 4 inchcs (102 mm) <br />i not greater than 6'/, inche� (IGO mm) with a maximum <br />�ss-section dimension o! 2'/a inches (57 mm), Edgcs sliali <br />�c a minimum radius of 0.01 inch (0.25 mm). <br />Handrails have tradilionally been regulated as either <br />circular or noncircular rails. The noncircular rails have <br />previously been limited to a maximum perimeter di- <br />mension of 6'/, inches (160 mm), with other limitations <br />addressing rninimum perimeter and maximum cross- <br />sectional dimensions. These handrails shapes are <br />now referred to 3s Type I handrails. <br />This class of handrails includes circular cross sec- <br />tions with an outside diameter of at least 1'/, inches <br />�1EANS OF EGRESS <br />(32 mm) but not greater lhan 2 inches (51 mm). It limits <br />the perimeter of the cross section such that ihe grip- <br />ping surface incorporales ihe bottom of the rail. A <br />handrail with either a very narrow or a large cross sec- <br />tion is not graspable in a power grip by all able-bodied <br />users and cerlainly not by those with fiand-strength or <br />Oexibility deficiencies. Noncircular Type I cross sec- <br />tions can be approved by way of the alternative <br />noncircular criteria in this section, but the bottom of the <br />rail must be considered part of the suitable gripping <br />surface. Edges must be slightly rounded and not <br />sharp. An example is shown in Figure 1012.3.1. <br />i x• <br />For SI: 1 inch = 25.4 mm. <br />,AINIlAUTA <br />o.or ruoius <br />Figure 1012.3.1 <br />EXAMPLE OF TYPE I ALTERNATIVE <br />HANDRAIL CONFIGURATION <br />