So say you have a 24” deep beam running parallel with the ESFR lines.  So the 
first lines is 2’ from the beam, the second line is 8’ apart, the third line is 
apart 10’ and the fourth line is apart 10’ and so on with the ESFR space 10’ on 
center on the lines.  The coverage per ESFR on the line 2’ away from the beam 
is 60 sq. ft. (6’ x10’), the coverage per ESFR on the next line is 90 sq. ft. 
(9’ x 10’) and on the third line it is 100 sq. ft. (10’ x 10’).  The (12) ESFR 
are protecting a floor area of 1000 sq. ft. (40’ x 25’) exceeds the minimum 
required of 768 sq. ft.  So due to the first row of ESFR protecting 60 sq. ft. 
per sprinkler, the system is not in compliance?

Thanks,
Gregg Fontes
Cen-Cal Fire Systems, Inc.
209-334-9119

From: Sprinklerforum [mailto:[email protected]] On 
Behalf Of Roland Huggins
Sent: Friday, February 16, 2018 1:24 PM
To: [email protected]
Subject: Re: [EXTERNAL] Re: ESFR Heads in Concrete Tee's

Reality can be cruel.  Without an approved variance, the very bad news is you 
have a noncomplying system and all the liability that goes with that.  After 
all the crying and gnashing of teeth, sometimes mother has to pick a different 
baby.

Roland


Roland Huggins, PE - Senior VP Engineering
American Fire Sprinkler Assn.
Dallas, TX
http://www.firesprinkler.org<http://www.firesprinkler.org/>

Fire Sprinklers Saves Lives




On Feb 16, 2018, at 1:14 PM, Mark.Phelps 
<[email protected]<mailto:[email protected]>> wrote:

I the applications we work in (real buildings) it is not possible to do so. If 
I have a sprinkler 10 feet from an I Beam, I can only install the next 
sprinkler at the 8' minimum spacing from it. And if I space the first sprinkler 
at that same 8' from there, I am over spaced from the obstructing beam by 12". 
So...... what's a mother to do?

Mark at Aero
602 820-7894

Sent from my iPhone

On Feb 16, 2018, at 12:16 PM, Roland Huggins 
<[email protected]<mailto:[email protected]>> wrote:
The one doesn’t negate the other. You have to comply with BOTH.


Roland Huggins, PE - Senior VP Engineering
American Fire Sprinkler Assn.
Dallas, TX
http://secure-web.cisco.com/11AaOLmB4GbEARu4YaU_u16EyUnzrX2BM5FR_tPL5oVcrPe8PDEMGFOFNTZw_W613QOFX-p1sOCSOHfzbYNg3lq2AMVYiobBQvuJWjxM0NYjqixKpqTKgio_t--XFyz30IGG9zBFtDRRS3mfB3wjC6Tpz07kT6wHABc6RZ35mypIW581pVqLhPpfXsddxen3NwS3TfOerPq1b_3AasUH9ODWU7WDUdHaicl5lQ0JD29Z9Vq_WHBRsimXtM3gnSFAH-lU-T0kssWfPvJKpNxzrNg/http%3A%2F%2Fwww.firesprinkler.org<http://secure-web.cisco.com/1hcpfq6Aet0_1h6nFu-avzR_O96qADNdz7alQIL6l8ARN5J1fl2qjc7_NrgAVKZTjFb_wSLnVCc-ii6BeuzcRj_5KiLISDVqFhq4U8P-fLL-5ZmSWaBpC97OW_8dtu0fucdeE1zC6HsmYX9T7p-VGpAqiAbDak32SQYIeclZQk_dLtQEXULnC7rXnByKRKhQ6EDKuoiJGtIcVjDttfCP9JvV8VOW3x7JJ9r8qxlt-QopgghPNDL9xalZgnxzPkD40_Ccz5ySp78CxMthuFOjNgQ/http%3A%2F%2Fwww.firesprinkler.org%2F>

Fire Sprinklers Saves Lives




On Feb 16, 2018, at 10:43 AM, Mark.Phelps 
<[email protected]<mailto:[email protected]>> wrote:

I'm away from the standards but doesn't NFPA 13 have a paragraph which 
addresses sprinkler spacing on both sides of an obstruction, and only limits 
the spacing to 1/2 the Maximum spacing from the obstruction? We routinely space 
ESFR/Storage sprinklers at 2'-0" from an I Beam on both sides in this 
application.

Mark at Aero
602 820-7894

Sent from my iPad

On Feb 16, 2018, at 8:17 AM, Roland Huggins 
<[email protected]<mailto:[email protected]>> wrote:
You still need to get approval of the AHJ (as an equivalency) since NFPA 13 
does not allow it.


Roland Huggins, PE - Senior VP Engineering
American Fire Sprinkler Assn.
Dallas, TX
http://secure-web.cisco.com/1itLE6KI-0YvJ1O45X-H49Sz3FDbGxbyzHLZJkAbQXBXC6TUcVFrJZya7TLnA8Ut2OGf3AF_WbKtBmNFbDz5s0noy3S3-pWB0AzUSHu5TX6l1iqlQ05nFibAMML6rSjHcP5pmA8hp_QEbruyQaw8a1pTisuJwPbnzqdKMm7-YmBzD5DJlCkcneBQU0PxOeYljUgXfjbADGEM2pBaTCy610TUk2w7i3H2Pon6RScLsPAmSurc0ob7fCWUadpxLLUhMON7FFAP3xAa9PtY3ru4JdA/http%3A%2F%2Fwww.firesprinkler.org<http://secure-web.cisco.com/1gaQcMS-LbBp6Jj0YkGnzaHbPgLw41B9RPOI0VnW-c4TnRlVE5BDuXcfPtCJSlaixPN6oazrltd-gVfYKy5SIxjOXx3fGK-oJSgIZLjt2v_4tLTSl_zo-j4QUMb5xMJ1YCuEk-EDcY9PmTaVDXFfgyVdcNKIiV2tIPQHWo2OwgTWlgKRwc1qUlntQZ8jLjbkzoziLbfls6V43gltorbCDzFWQpfYoZaVpt2S6t3ARnRVM2N2Z4_x6xhXoSTzqRUEcnPQDA1t7pLPq2JKPI2a4Dw/http%3A%2F%2Fwww.firesprinkler.org%2F>

Fire Sprinklers Saves Lives




On Feb 16, 2018, at 6:45 AM, Brian Harris 
<[email protected]<mailto:[email protected]>> wrote:

Mark-
I got a phone call yesterday from a member of one of the committees who 
essentially said the same thing. I’ve re-spotted heads using ESFR in each 
pocket over the storage area and the calc’s are much better, still need to find 
some more cushion somewhere. Thanks again for the response.

Brian Harris, CET
BVS Systems Inc.
bvssytemsinc.com<http://secure-web.cisco.com/1FryT8Ikt3abUxObRrFIcU1_D5fdxxXawMJ3tRKAfDq1J4Bd5c3vb-ShiqIJ8cGUDkiq3_V7q046N6dQxTczruYMhD-lEpL1RhsWsaUFmYiqd3gBAEDa83CTrk--G9JndlyaOCQe3dmpbjAdUj0jN3tPRT5buhY8S44akmM4ZMmIyL6HGTRFVbMYdEP86VQa3NQsutibokLpiUk8O_Vhsc9q_gQqXMPItQerUZAn-QBFHtIKTkSIsrNDN4gPZcJfxuMwyvT327bVKTF0C6_TjZg/http%3A%2F%2Fbvssystemsinc.com%2F>

From: Sprinklerforum [mailto:[email protected]] On 
Behalf Of Mark Sornsin [FAR]
Sent: Friday, February 16, 2018 9:41 AM
To: 
'[email protected]<mailto:[email protected]>'
Subject: RE: ESFR Heads in Concrete Tee's

This may not be an FM job – and FM doesn’t use the term ESFR anymore, but…

I am familiar with an FM job where storage (aka ESFR) sprinklers were used in 
every tee space of concrete tee construction – they were 30” deep tees. The 
rule against not spacing sprinklers closer than 8’ didn’t apply because the 
tees prevented cold soldering. The trick however is that FM has a minimum 
design area for their storage sprinkler calculations (Despite the base design 
being 12 sprinklers at a given pressure).  That area is 12 x the minimum 
sprinkler coverage area of 64 sq.ft., which is 768 sq.ft.

I.e. if your design area does not meet 768 sq.ft. FM requires you add 
sprinklers until you reach that threshold.

Again, the main point here is that the minimum spacing is meant for adjacent 
sprinklers, but not those obstructed from each other by construction features – 
at least in FM’s opinion.


<image002.jpg><http://secure-web.cisco.com/1naImZp36tbKvd-rE8Lq8Snmcp7AWVf_fow06qFuTm-3st78J7fiMwAVI_bZSfKbV6wmJdiNzVSMbwNLV028ySp6raYqy_Q2K2JVTnd0ZxsgYtz5q506xFQ_bhk1jibQFb6aQvvB88bxuhPNCNC0kFCKn7xOUgfe6J2znCw1bl_h4CmKWZLcDWLm6JX21oZmK9j6WUPti0yxNZ6lNsTXlHz2COB2_gK4L3Lf2eC7AGriuTv7dZAXZivw6En1vvQZ0teCMEC--V7PoruPz9p5DXA/http%3A%2F%2Fwww.summitcous.com%2F>

Mark Sornsin
Sr. Fire Protection Engineer
Direct: 701-499-1391
Cell: 701-526-8585


From: Sprinklerforum [mailto:[email protected]] On 
Behalf Of Brian Harris
Sent: Thursday, February 15, 2018 3:29 PM
To: 
[email protected]<mailto:[email protected]>
Subject: ESFR Heads in Concrete Tee's

Looking for some confirmation that ESFR heads cannot be used with concrete tee 
construction when the tee is 26” deep. Cut sheet says in this case you’d have 
to put them in each bay but also says heads can’t be closer than 8’, tee’s are 
6’ on center.

Brian Harris, CET
BVS Systems Inc.
Design Manager
bvssystemsinc.com<http://secure-web.cisco.com/1FryT8Ikt3abUxObRrFIcU1_D5fdxxXawMJ3tRKAfDq1J4Bd5c3vb-ShiqIJ8cGUDkiq3_V7q046N6dQxTczruYMhD-lEpL1RhsWsaUFmYiqd3gBAEDa83CTrk--G9JndlyaOCQe3dmpbjAdUj0jN3tPRT5buhY8S44akmM4ZMmIyL6HGTRFVbMYdEP86VQa3NQsutibokLpiUk8O_Vhsc9q_gQqXMPItQerUZAn-QBFHtIKTkSIsrNDN4gPZcJfxuMwyvT327bVKTF0C6_TjZg/http%3A%2F%2Fbvssystemsinc.com%2F>
Phone: 704.896.9989
Fax: 704.896.1935


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