For NFPA 13D and a single family home of 1,000 sq ft, what is the optimal k-factor I should be considering?
In this particular project, we don't have a city water supply but we do have a good well. Sent in anonymously for discussion. Click Title to View | Submit Your Question | Subscribe
7 Comments
Peter Howard
3/12/2025 06:30:50 am
Residential heads are typically between 4.0 and 5.8.
Reply
Dan Wilder
3/12/2025 07:52:53 am
For concealed, we vary between the 4.3K & 4.9K styles.
Reply
Pat Rance
3/12/2025 08:10:04 am
I usually use a 3.0k pendent for 13D or even 13R.
Reply
Jesse
3/12/2025 08:13:13 am
It just really depends on the hydraulic characteristics of the system. Most often, we use the Tyco LF-II in K=4.9.
Reply
Anthony
3/12/2025 08:40:49 am
I agree with Jesse here. Calculations and layout will determine the best K factor. K factor responds to system supply not the other way around.
Reply
Jack G
3/12/2025 10:38:55 am
Since the density is a constant ( 13-r-d)
Reply
danefre
3/12/2025 11:39:08 am
A lot of good responses here. Keep in mind, in 13D you need to calculate UP TO 2 sprinklers within a compartment. Meaning if you have 4, you're still only calculating 2.
Reply
Leave a Reply. |
ALL-ACCESSSUBSCRIBESubscribe and learn something new each day:
COMMUNITYTop Feb '25 Contributors
YOUR POSTPE EXAMGet 100 Days of Free Sample Questions right to you!
FILTERS
All
ARCHIVES
March 2025
PE PREP SERIES |