Was just about to recommend this one! Only one I can seem to find that’s rated 
for cracked concrete, lots of help on those PT jobs there the anchor wasn’t set 
correctly or changes are needed

Rocci Cetani III, CET
Senior Designer
Water-Based Fire Protections Systems Layout, Nicet Level III

Northern California Fire Protection Services Inc.
16840 Joleen Way Bldg. A
Morgan Hill, CA 93037
P-(408) 776-1580 EXT.111
F-(408) 776-1590


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From: Sprinklerforum <[email protected]> On Behalf 
Of cw bamford
Sent: Monday, May 07, 2018 7:37 AM
To: [email protected]
Subject: Re: [EXTERNAL] Re: Drop In Anchors for Seismic

Have you looked at
DeWalts
Mini-Undercut+ anchor is an internally threaded, self-undercutting anchor 
designed for performance in cracked and uncracked concrete

On Mon, May 7, 2018 at 7:25 AM, Kyle.Montgomery 
<[email protected]<mailto:[email protected]>> wrote:
So, what did you find, Brad? I've not had luck being able to use drop-ins in 
seismic areas. Seems like there is always a roadblock with lack of ICC report, 
or not being acknowledged in COLA (for Los Angeles), or not being appropriate 
for 'cracked concrete' scenarios. Did you find an avenue that allows them?

-Kyle M

-----Original Message-----
From: Sprinklerforum 
[mailto:[email protected]<mailto:[email protected]>]
 On Behalf Of [email protected]<mailto:[email protected]>
Sent: Saturday, May 5, 2018 2:43 PM
To: 
[email protected]<mailto:[email protected]>
Subject: [EXTERNAL] Re: Drop In Anchors for Seismic

Hello again. I found was I was looking for and it appears my fears were 
unfounded -- I didn't want to go through all the calculations satisfying 13 
only to discover 'nobody makes it'.
Like the chicken / egg question -- tc members write rules / manufacturers make 
things to satisfy rules.
I think with sway bracing it is egg / chicken.

Brad

Quoting [email protected]<mailto:[email protected]>:

> Hello!
>
> This is not a pressing issue.
>
> I am having trouble finding manufacturer's literature for above subject.
> I want to know if, for example, listed for Seismic requires minimum
> 4000 psi medium concrete and minimum diameter and length to see if I
> can eliminate some of the options in 13 for prying factor and max
> loads.
>
> Thanks,
>
> Brad
>
>
>
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