ARCHIVED - 4.1.8.17.(8)

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4.1.8.17.(8)


Objective	OP2 Structural Sufficiency of the Building
Attribution	(d) [F20,F22-OP2.3,OP2.4]
Application	Application 1: Power-actuated fasteners and drop-in anchors, used for the tension bond connection of elements and components in buildings. Exceptions: except as stated in Sentence 4.1.8.1.(1), which applies to areas where the spectral response acceleration amplified for site conditions equals the floor levels found in low seismicity regions with Site Class C (i.e. very dense soil and soft rock). This applies to buildings described in Sentence 1.3.3.2.(1) of Division A and to buildings to which Part 9 applies [see Sentence 1.3.3.3.(1) of Division A for application of Part 9] that are required to be designed in accordance with the requirements of Part 4.
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Intent	Intent 1: To limit the probability that connections will not be able to withstand the cyclic tensile loading imposed by seismic response, which could lead to failure of the connections, which could lead to: components of the building falling or sliding, which could lead to damage to the building, or damage to and functional failure of a component's system, which could impede the intended use and occupancy of the building.
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