13D does not contain a reference to OH. 13D is the standard for SFH. 13D does not contain a sq.ft. limit for application. Heres a question or two.
Do, in your opinion, feel the intent to delay flashover will be met with a 13D in the garage? Do you believe 13D has a clear intent to the treatment of a garage (nothing actually required, right)? Do you believe 2 head 13D calc is MORE than required? Do you believe more time will be afforded to occupants by providing a 13D in the garage even if it does not control the fire as the intent of the higher 13 standard? Do you believe your actions put anyone in danger from providing LESS than what the law requires? Sure the system might not control the fire and people could get hurt but that would occur faster if you did nothing as the standard allows, right? The annex support this approach. Those are all the reasons why this is OK legally and even morally, IMHO. You can certainly give the base and offer the higher level in the garage. Then you at least have a positive vs. implied assumption of risk when declined. Life is an STD for your parents and a terminal disease for you. 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 Greg McGahan Sent: Thursday, March 04, 2010 5:03 PM To: [email protected] Subject: 13D Large Garge Revisited I know this is a very controversial issue (large 13d houses) so I am trying to get feedback from those who have already evaluated this type of situation. The lowest level of this house on pilings on the beach is enclosed and lands at about 8,500 sq ft. It is being called a "Garage" and has a poured in place concrete ceiling that consists of roughly 14' x 14' bays in which the beams are about 14" deep - therefore it is obstructed construction. The AHJ is asking for us to provide steel pipe and perform a 2 head 13D calc since he considers it no more hazardous than a normal home garage. We have not been awarded this contract and the bid war is still on or I would throw caution to the wind and say that it needs to be OH and calc accordingly. However, that would require a separate fire main and all that includes as the intended 2" Domestic line would not supply an OH calc. My though was to do a 4 head calc and use SSU sprinklers. Would I space them at 130 sqft or 225 sqft if I were to attempt this arrangement. Or is there any factual data to say that we must go to OH in this instance? Thanks for your help. Greg McGahan Living Water Fire Protection (850) 937.1850 | Fax (850) 937.1852 | Cell (850) 554.3231 _______________________________________________ Sprinklerforum mailing list [email protected] http://fireball.firesprinkler.org/mailman/listinfo/sprinklerforum For Technical Assistance, send an email to: [email protected] To Unsubscribe, send an email to:[email protected] (Put the word unsubscribe in the subject field) _______________________________________________ Sprinklerforum mailing list [email protected] http://fireball.firesprinkler.org/mailman/listinfo/sprinklerforum For Technical Assistance, send an email to: [email protected] To Unsubscribe, send an email to:[email protected] (Put the word unsubscribe in the subject field)
