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Detailing steel connections

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The 1997 UBC includes:
 "1633.2.3  Connections.  Connections that resist design seismic forces shall be designed and detailed on the drawings."  
 Are there similar requirements in IBC / ASCE-7?  (I thought that there were similar requirements but I can't seem to locate them, e.g., nothing specific in Section 2204 of the 2003 IBC.)  
William Sherman - CH2M HILL / Denver
Structural Technology Discipline Leader
- Civil / Federal Engineering Group (EPC/EDG)