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Facade up and down tolerance as per AISC Code of Practice

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SuG89

SuG89

Structural
Joined
Aug 10, 2014
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118
Location
IN
Hello,
I have a steel-glass structural glazing which is dead load supported by the building roof steel beams. I looked into the AISC Code of Standard Practice 2005 and AISC Design Guide #22 for information on facade up/down tolerance at the top connection but didn't find it. Could anyone please let me know where to look for this information?
Regards,
Su
 
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we get such information from client and/or consultant and/or project engenner ....
i don't think you can find that in codes
 
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