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1617.6.1.1 ASCE 7, Table 9.5.2.2
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Delete ASCE Table 9.5.2.2 and replace with Table 1617.6.2.
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1617.6.1.1 Structural Design, ASCE 7, Table 9.5.2.2
Delete ASCE Table 9.5.2.2 and replace with Table 1617.6.2 ...
NYC Building Code 2008 > 16 Structural Design > 1617 Earthquake Loads — Minimum Designlateral Force and Related Effects > 1617.6 Seismic-Force-Resisting Systems > 1617.6.1 Modifications to ASCE 7, Section 9.5.2.2 > 1617.6.1.1 ASCE 7, Table 9.5.2.2
1620.1.2 Structural Design, ASCE 7, Section 9.5.2.6.2.11
Modify ASCE 7, Section 9.5.2.6.2.11, to read as follows:
9.5.2.6.2.11 Elements supporting discontinuous walls or frames. Columns, beams ...
NYC Building Code 2008 > 16 Structural Design > 1620 Earthquake Loads — Design, Detailing Requirements and Structural Component Load Effects > 1620.1 Structural Component Design and Detailing > 1620.1.2 ASCE 7, Section 9.5.2.6.2.11
1613.6 Structural Design, Alternatives to ASCE 7-10
The provisions of Section 1613.6 shall be permitted as alternatives to the relevant provisions of ASCE 7-10 ...
NYC Building Code 2014 > 16 Structural Design > 1613 Earthquake Loads > 1613.6 Alternatives to ASCE 7-10
1613.5.6 Structural Design, Determination of Seismic Design Category
of ASCE 7-10. Each building and structure shall be assigned to the more severe seismic design category in accordance with Table 1613.5.6(1) or 1613.5.6(2 ...
NYC Building Code 2014 > 16 Structural Design > 1613 Earthquake Loads > 1613.5 Seismic Ground Motion Values > 1613.5.6 Determination of Seismic Design Category
1613.6.1 Structural Design, Additional Seismic-Force-Resisting Systems for Seismically Isolated Structures
Add the following exception to the end of Section 17.5.4.2 of ASCE 7-10: Exception: For isolated structures designed in accordance ...
NYC Building Code 2014 > 16 Structural Design > 1613 Earthquake Loads > 1613.6 Alternatives to ASCE 7-10 > 1613.6.1 Additional Seismic-Force-Resisting Systems for Seismically Isolated Structures