And, of course, the other classic example is taking 13D and 13R and
customizing them with chrome valve covers, lakes pipes, nerf bars,
moon caps with spinners, etc., (oops, my age is showing--at least I'm
not talking about jalopies and raccoon tails), trying to turn them
into property protection systems. I won't even begin to list the
multitude of local ordinances, amendments and just plain "'cause I
like its" around here. Couple these unknowables attached, from the
GC's point of view, to the individual and outrageous water hook-up
fees and it's no wonder that the builders hate residential sprinklers,
particularly in small (read sfd) situations where a unknown can mean
the difference of profit and loss. I'll wager that any one of you out
there could give a GC a square foot price for a typical sfd that he
could use and be happy with and I'd bet that if he could rely on that
rule-of-thumb price to be a percent or two accurate, just like he
figures glazing, lumber, etc., there'd be almost no opposition to the
new IRC provisos. A little off topic but I saw an opening and since
I'm stumping for IRC adoption in Washington I'm going to use every
venue I can to either convince, cajole or practice what I have to say.
I'd suggest a topic change if anyone want s to explore this point
further. Otherwise I'm done for now.

On Sat, Apr 18, 2009 at 10:03 AM, Parsley Consulting
<[email protected]> wrote:
> George,
>
> Your discussion reminds me very much of a couple of extremely troubling
> episodes here in California.
>
> With the advent of the 2007 edition of NFPA-13 one local jurisdiction
> adopted it immediately, and had as an effective date 01/01/08.
> Unfortunately the fire marshal in one district decided that such an
> adoption meant that project which were not "signed off" and issued a
> c/o, even if they had been fully permitted and approved under the '02,
> must now be upgraded to comply with the provisions of the '07 edition.
> This manifested itself in a "ban" on the use of other than schedule 40
> or schedule 10 pipe for mains in a sprinkler system as the tables in
> 9.3.5.3.2 (a) and (b) only covered those types of pipe.  His
> interpretation was that it was an "implied" requirement from NFPA-13
> that only those types be allowed for mains. He took the extraordinary
> (in my view) action of both advising the regional distributor for
> Dyna-Flow not to ship it to his jurisdiction and refusing to issue a c/o
> to any project underway unless Dyna-flow mains were removed and replaced
> with either schedule 40 or schedule 10.  In the face of letters from
> several individuals from NFPA, AFSA, and OSHPD he was unmoved.
>
> Another example of this was a situation that developed here in March.
> The agency responsible for oversight of construction of public schools
> here has four separate regional offices, and unfortunately there is a
> wide range of criteria which are above and beyond those established by
> NFPA-13, and very little consistency between the offices.  A decision
> was made at the San Diego office in March which had huge repercussions,
> in the middle of a project, and quite out of the blue.  When it was
> learned that the individual making the requirement had the backing of
> the San Diego office manager, the information was incorporated into an
> email notice and sent to every local organization of contractors and
> vendors who might be able to spread the word.  As a courtesy, that
> message was also sent to the headquarters office of that agency.
> Twenty-four hours later that policy was rescinded, and another release
> was emailed out, explaining that the original decision was made without
> consideration of the parameters of the design criteria for sprinkler
> systems, and that on this particular topic a strict adherence to NFPA-13
> requirements was acceptable by this agency.
>
> Both are classic examples of the same kind of thinking you're describing
> with the individual you're dealing with there in PA.  He couldn't find a
> specific requirement in the applicable documents to support his
> position, yet was willing to attempt to enforce it because he thought it
> was a safety issue.
>
> Most of the contractors I deal with here and in other parts of the
> country don't have any real problem following the requirements of the
> adopted standard, and local or state modifications, provided they are
> clearly indicated during the bid process.  It is the "out of the blue"
> criteria which costs us dearly, and delays project completion,
> particularly in the vise-like economic times we're currently experiencing.
>
> Please keep us informed as to how this turns out.
>
> PARSLEY CONSULTING
> Ken Wagoner, SET
> 760.745.6181 voice
> 760.745.0537 fax
> [email protected] <mailto:[email protected]> e-mail
> www.ParsleyConsulting.com <http://www.ParsleyConsulting.com> website
>
>
>
> George Church wrote:
>> Rather than agree or disagree, I'll ask you to step away from #13 and come
>> over to #13R, the venue where this is being played out. It's a 3-story apt
>> building under #13R, so #13 only applies as it is brought in by #13R.
>> Protection of piping from #13 is NOT brought into #13R anywhere (we're in
>> #13R 2002 edition, BTW) so the #13 requirements for protection of piping are
>> as applicable to a #13R installation as the #13 requirements for protecting
>> an attic- they simply do not apply.
>>
>> If there is NO requirement for protecting our piping from mechanical injury
>> (drywall screw) then we're not bound to provide them. Do I think it is
>> important to protect against them? Yes. Are we taking reasonable steps to do
>> so, at our own option and exceeding the code? Yes. Does this mean I have to
>> invoke how to protect the piping from a non-referenced standard? No.
>>
>> If we decided to toss a head at the top of the trash chute on the 4th floor
>> of a #13R hotel, despite the lack of a requirement to provide protection in
>> building service chutes, simply because we want to do so, does this mean we
>> HAVE to install one on the 2nd floor as well, since #13 would have us start
>> at the top and provide them on alternate floors? I don't see how, any more
>> than providing something like this head per #13 at the top level means the
>> corridor protection would have to be delivered at .1 instead of per the
>> residential head requirements, or providing attic protection above that 4th
>> floor trash chute head.
>>
>> Understand the AHJ stated that "even if it isn't in the code, I'm going to
>> require them because I think it is a safety issue". Sorry, the PA UCC
>> doesn't have a list of safety issues AHJs can enforce and he doesn't have a
>> local amendment either. So I pointed out that as a BCO he can enforce the
>> adopted law and that is all he can do.
>>
>> Naturally this is one of two projects we have in this jurisdiction, the
>> other is a new FD station. Ironically the chief was arguing with Ken about
>> the need for protection of a walk-in cooler and freezer that are outside the
>> building, but entered at the common wall. We're installing a 2-head AF loop
>> for it, he's arguing no protection is required for a storage area. Holy role
>> reversal!
>>
>> It will be interesting to see if I need to drive down for an appeal mtg.
>>
>> glc
>>
>> -----Original Message-----
>> From: [email protected]
>> [mailto:[email protected]] On Behalf Of Chris Cahill
>> Sent: Friday, April 17, 2009 1:39 PM
>> To: [email protected]
>> Subject: RE: IMC, IPC and nail plates
>>
>> Well then we agree we disagree, not a problem.  Would be a better world if
>> every agreed with me (mwahahahaha) but it would also be boring, lol.
>>
>> Right or wrong I did something similar once as an AHJ and for my life can't
>> recall the specifics. I did win in that in the end the issue was resolved my
>> way.  Never got to a judge I'll admit.  I only lost once as an AHJ on a
>> standpipe issue and a man of God representing the Cathedral was on the other
>> side of the table.  Up against God I knew I didn't really have a chance.
>>
>> My full code path is from the '02 NFPA 13 3.5.5 definition of a riser to
>> 8.15.4 requirement to protect risers by...other approved means.  No place in
>> 13 describes how to protect so I look in the Code that adopts the standard
>> and find nothing.  Which then invokes 102.7 and off to the IPC/FM/other NFPA
>> documents/listings.
>>
>> I believe the reliability of the sprinkler system does fit into the overall
>> scope of the IFC.  But the use of those sections can be more specific.  Even
>> if you don't like the IFC sections the AHJ still has George by the short
>> hairs with 8.15.4 other approved means.  He's saying the other approved
>> means is IPC/IMC.  Think the judge is going to overrule.  I don't. Certainly
>> seems reasonable to use another reference on how to that has the exact same
>> purpose - to protect pipe from damage.  It would be up to George to come up
>> with something within our family of codes and standards to refute going
>> outside.  Sorry George but if it gets to court I don't see you winning.  I
>> promise I'm not for hire to the AHJ or his legal team.
>>
>> Don't get me wrong a simple nail plate from the average home improvement
>> store is sufficient for nearly all applications IMHO.  Going to the
>> specificity of the IPC/IMC seems a little ridiculous.
>>
>> Chris Cahill, P.E.
>> Fire Protection Engineer
>> Sentry Fire Protection, Inc.
>>
>> 763-658-4483
>> 763-658-4921 fax
>>
>> Email: [email protected]
>>
>> Mail: P.O. Box 69
>>         Waverly, MN 55390
>>
>> Location: 4439 Hwy 12 SW
>>               Waverly, MN 55390
>>
>> -----Original Message-----
>> From: [email protected]
>> [mailto:[email protected]] On Behalf Of Jeff Hewitt
>> Sent: Friday, April 17, 2009 11:59 AM
>> To: [email protected]
>> Subject: RE: IMC, IPC and nail plates
>>
>> Chris,
>>
>> I respectfully disagree,
>>
>> IFC 2006 102.7 and 102.8 can only be applied within the overall SCOPE of the
>> entire IFC document which is limited to Fire Suppression conditions, not
>> Mechanical, and not Plumbing.  The Scope is found in IFC 2006 101.2
>>
>> Also, according to IFC 2006 102.6 Referenced Codes and Standards,
>>
>>       "the codes and standards referenced in this code shall be those that
>> are listed in Chapter 45 and such codes and standards shall   be
>> considered part of the requirements of this code to the prescribed extent of
>> each such reference."
>>
>> The commentary to IFC 2206 102.6 states:
>>
>>       "the application of referenced standards is limited to those
>> portions of the standards that are specifically identified."
>>
>> Please note that in IFC 2006 Chapter 45, where the reference standards and
>> codes are listed, IPC 2006 305.8, and IMC 2006 305.5 are NOT specifically
>> listed/referenced.
>>
>>
>> Jeff Hewitt, PE, SET, SFPE (Professional Member)
>> Corporate Engineer
>> Bi-State Fire Protection Corporation
>> 241 Hughes Lane
>> St. Charles, MO  63301
>>
>> 636-946-0011
>> 636-946-5172 (fax)
>> 314-574-6989 (cell)
>>
>> Fire Sprinklers Save lives.
>> Can You Live Without Them?
>>
>>
>> -----Original Message-----
>> From: [email protected]
>> [mailto:[email protected]] On Behalf Of Chris Cahill
>> Sent: Friday, April 17, 2009 10:53 AM
>> To: [email protected]
>> Subject: RE: IMC, IPC and nail plates
>>
>> Does our family of codes go into this level of detail?  If not and I don't
>> think it does, the authority for the AHJ to use what Thom quoted is IFC
>> 102.7 or IFC 102.8.
>>
>> Chris Cahill, P.E.
>> Fire Protection Engineer
>> Sentry Fire Protection, Inc.
>>
>> 763-658-4483
>> 763-658-4921 fax
>>
>> Email: [email protected]
>>
>> Mail: P.O. Box 69
>>         Waverly, MN 55390
>>
>> Location: 4439 Hwy 12 SW
>>               Waverly, MN 55390
>>
>> -----Original Message-----
>> From: [email protected]
>> [mailto:[email protected]] On Behalf Of Jeff Hewitt
>> Sent: Friday, April 17, 2009 10:40 AM
>> To: [email protected]
>> Subject: RE: IMC, IPC and nail plates
>>
>> I think you are missing the point.
>>
>> You have found the references within each Code, but do the Codes apply to
>> Fire Suppression piping?
>>
>> Read the SCOPE of each document and you will find that it does NOT include
>> Fire Suppression piping.
>>
>> Jeff Hewitt, PE, SET, SFPE (Professional Member)
>> Corporate Engineer
>> Bi-State Fire Protection Corporation
>> 241 Hughes Lane
>> St. Charles, MO  63301
>>
>> 636-946-0011
>> 636-946-5172 (fax)
>> 314-574-6989 (cell)
>>
>> Fire Sprinklers Save lives.
>> Can You Live Without Them?
>>
>> -----Original Message-----
>> From: [email protected]
>> [mailto:[email protected]] On Behalf Of Thom McMahon
>> Sent: Friday, April 17, 2009 10:28 AM
>> To: [email protected]
>> Subject: RE: IMC, IPC and nail plates
>>
>>
>> IPC 2006
>> 305.8 Protection against physical damage. In concealed
>> locations where piping, other than cast-iron or galvanized steel,
>> is installed through holes or notches in studs, joists, rafters or
>> similar members less than 1.5 inches (38 mm) from the nearest
>> edge of the member, the pipe shall be protected by shield plates.
>> Protective shield plates shall be a minimum of
>> 0.062-inch-thick (1.6 mm) steel, shall cover the area of the pipe
>> where the member is notched or bored, and shall extend a minimum
>> of 2 inches (51 mm) above sole plates and below top
>> plates.
>>
>> IMC 2006
>> 305.5 Protection against physical damage. In concealed
>> locations where piping, other than cast-iron or steel, is installed
>> through holes or notches in studs, joists, rafters or similar members
>> less than 1.5 inches (38 mm) from the nearest edge of the
>> member, the pipe shall be protected by shield plates. Protective
>> shield plates shall be a minimum of 0.062-inch-thick (1.6 mm)
>> steel, shall cover the area of the pipe where the member is
>> notched or bored, and shall extend a minimum of 2 inches (51 mm) above
>> sole plates and below top plates.
>>
>> Here's how we deal with this.
>> We nail plate the sole plates(one or up to 3 depending on the construction,
>> houses with gypcrete floors typically have an extra plate or two depending
>> upon how thick the gyp is.) and slip a steel sleeve around the riser coming
>> thru the plate.(We find we have enough scrap pipe around to keep a constant
>> supply of 8" sleeves. We use 8" because we have base moldings here that go
>> to 10" high on occasion.)
>>
>> Most walls we see are double plates at the top. Only the upper plate is the
>> actual "Top Plate" the second plate has a name I forget right now. Any way
>> we nail plate both plates and have our "Nominal" 2" below the top plate.
>> We've never had any problem with doing this from any inspector.
>>
>>
>> Thom McMahon, SET
>> Firetech, Inc.
>> 2560 Copper Ridge Dr
>> P.O. Box 882136
>> Steamboat Springs, CO 80488
>> Tel:  970-879-7952
>> Fax: 970-879-7926
>>
>>
>>
>> -----Original Message-----
>> From: [email protected]
>> [mailto:[email protected]] On Behalf Of George Church
>> Sent: Friday, April 17, 2009 7:59 AM
>> To: [email protected]
>> Subject: IMC, IPC and nail plates
>>
>> Had an interesting encounter with an AHJ this week.
>> He stopped by a jobsite where we're installing CPVC in walls, and found
>> fault with the nail plates we're using.
>> I called to follow up on why he didn't like them, and asked for a code
>> reference. He replied even if it wasn't in the code, he'd enforce nailplates
>> extending further than ours as a safety issue. So I reminded him that his
>> authority was to enforce the PA UCC as adopted, not safety issues he took a
>> personal liking to.
>>
>> His code reference arrived by USPS this AM. He cited the IPC and IMC as
>> applicable to sprinkler piping, which I disagree with.
>>
>> Any thoughts or previous rulings by other AHJs?
>>
>> George Church
>> Rowe Sprinkler
>>
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-- 
Ron Greenman
at home....
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