Is there any limitations regarding running a fire main under a building slab
other than what is talked about in NFPA 24:10.6...  I have a contractor that
ran the 6" main under the floor for over 30',  I know about arching the
foundation and etc. but I thought there was still a distance limitation, any
help?
 

Regards,

  <http://www.firstdefensefire.com/> 

 

 
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