Jul 23, 2008 #1 firesprinklerman Mechanical Joined Dec 20, 2007 Messages 3 Location US How would the total required fire flow be determined? We have a 200,000 sqft. hospital addition added to an existing 150,000 sqft building with 50,000 sqft not sprinklered. Construction is Type I-FR.
How would the total required fire flow be determined? We have a 200,000 sqft. hospital addition added to an existing 150,000 sqft building with 50,000 sqft not sprinklered. Construction is Type I-FR.
Jul 23, 2008 #2 SprinklerDesigner2 Mechanical Joined Nov 30, 2006 Messages 1,281 Location US If you're a sprinkler layout tech I don't think you want to go there. http://www.eng-tips.com/viewthread.cfm?qid=218628&page=2 Upvote 0 Downvote
If you're a sprinkler layout tech I don't think you want to go there. http://www.eng-tips.com/viewthread.cfm?qid=218628&page=2
Jul 23, 2008 #3 cdafd Specifier/Regulator Joined Aug 18, 2005 Messages 2,953 Location US Are you talking for the fire sprinkler system or fire flow for firefighting purposes?? Upvote 0 Downvote
Jul 23, 2008 Thread starter #4 firesprinklerman Mechanical Joined Dec 20, 2007 Messages 3 Location US Fire flow from Appendix B and your right I don't want to go there but here I am. Upvote 0 Downvote
Jul 23, 2008 #5 stookeyfpe Specifier/Regulator Joined Mar 13, 2005 Messages 1,882 Location US A more exhaustive analysis: http://www.eng-tips.com/viewthread.cfm?qid=170610&page=3 Upvote 0 Downvote
Jul 23, 2008 Thread starter #6 firesprinklerman Mechanical Joined Dec 20, 2007 Messages 3 Location US Thanks Scott. Upvote 0 Downvote