Brian,
You could use a non-ESFR sprinkler like the Tyco K17-231 standard response, 
standard coverage sprinkler. It comes in both upright and pendent. Area density 
method with a .60/2000.
Then the rules for ESFR do not apply.

Anthony Carrizosa
Project Manager | Fire Protection
7855 S 206th St Kent, WA 98032
Cell: 206-679-5283 | Office Dir: 253-341-4593
[cid:[email protected]]
https://archerconstruction.com<https://linkprotect.cudasvc.com/url?a=https%3a%2f%2farcherconstruction.com%2f&c=E,1,Wdb65AWzMgSBzW3HDw91SfcRQCtxDUQKoJf-UowQ-WnB_WMosgG-8W7eLePJ42PwWQvLiQx16Pls052VqwHO7tKm-_u5AnWly0ewkNiMkxn-AjQb1JI,&typo=1>

From: Brian Harris <[email protected]>
Sent: Tuesday, March 19, 2024 5:10 AM
To: [email protected]
Subject: [Sprinklerforum] ESFR & Concrete Tee's

I know there's been post about this topic but just wanted to bounce this off 
the group. We're installing a new system in an existing warehouse that has 22" 
deep concrete tee's, 48" stem to stem. The AHJ wants it designed for Group A 
plastics, rack/cartoned/expanded. I'm looking a NFPA-13 (2013) 17.2.3.1 using 
K17's @ 35psi. My thought is that ESFR heads will be required in every pocket 
per 8.12.4.1.6, 14.2.4.1, & 14.2.4.3. Am I on the right track?

Thank you,

Brian Harris, CET
BVS Systems Inc.
bvssystemsinc.com<https://linkprotect.cudasvc.com/url?a=http%3a%2f%2fbvssystemsinc.com%2f&c=E,1,vpwThwiiNOokaApVzNwM7PRBCVMVUQsAMfE88p0QJ2NODTvngvuiuxP3ZKWzS2K0GOtbuLytSXQeO-sXja600xK_yjWhwSQ4QgELVBVU&typo=1>
Phone: 704.896.9989
Fax: 704.896.1935

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