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Non bridge application of Fracture Critical "FCM"?

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I have some questions regarding a AWS D1.1 hydro-electric gate project that has
designated some welds as "FCM".

Has anyone else been requested to apply "FCM" criteria to a non AWS D1.5 bridge
application? 
If so who would be the authority? 

To what extent would you apply the FCM criteria?

Any help or advise in this matter would be greatly appreciated.

-Shaan Hurley
cadman(--nospam--at)oriron.com