SprinklerDesigner2
Mechanical
- Nov 30, 2006
- 1,251
From 2002 12.5.2.1 "For tiered or rack storage up to a nominal 15 ft (4.6 m) in height, sprinkler discharge densities and areas of application shall be in accordance with Table 12.5.2.1."
That is the only place I see the word "tiered" and it isn't in the definitions.
Is "tiered" just another way of saying "stacked"? I am pretty sure it is but would feel better with confirmation.
A picture being worth a thousand words is the cotton in this warehouse "tiered"?
From the "Origin and Development of NFPA 13"
The 1999 edition encompassed a major reorganization of NFPA’s Sprinkler Project that included the establishment of a Technical Correlating Committee on Automatic Sprinkler Systems and four new sprinkler systems technical committees, the consolidation of NFPA’s sprinkler system design and installation requirements, and the implementation of numerous technical changes.
The scope of NFPA 13 was expanded to address all sprinkler system applications. The 1999 edition contained information on the installation of underground pipe from NFPA 24 and sprinkler system discharge criteria for on-floor and rack storage of Class I, II, III, IV, and plastic commodities, rubber tires, baled cotton, and roll paper that were previously located in NFPA 231, 231C, 231D, 231E, and 231F.
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I thought I had an older copy (1980's) of #231, can't find it, but wasn't it pretty specific the 231 standard only covered storage above 12' even if it was cotton or was cotton storage even separately addressed?
The reason I ask is we've been asked to work up a price for an expansion on an dry system covering an existing warehouse built in 1988 fed from city water. I haven't bothered running a hydrant flow test, because with a 2" main drain test of 50 psi static and 40 psi residual on an 8" manifolded riser, I just see it as a waste of time and energy. No way you are going to get .25 gpm over 3.900 W/ 500 gpm hose.
So I guess what I am asking is was there an opening in the 1986 standard that would have allowed the use of an Ordinary Hazard pipe schedule system as long as storage didn't exceed 12'?
It is noted there were hydraulic calculations involved with pipe schedule systems and the requirements for Ord Haz Group II were pretty high. I seem to remember 15 psi plus the height with 1,200 gpm at the base of the riser but it's been a long time.
I seem to remember Ord III being up to the authority having jurisdiction.
That is the only place I see the word "tiered" and it isn't in the definitions.
Is "tiered" just another way of saying "stacked"? I am pretty sure it is but would feel better with confirmation.
A picture being worth a thousand words is the cotton in this warehouse "tiered"?
From the "Origin and Development of NFPA 13"
The 1999 edition encompassed a major reorganization of NFPA’s Sprinkler Project that included the establishment of a Technical Correlating Committee on Automatic Sprinkler Systems and four new sprinkler systems technical committees, the consolidation of NFPA’s sprinkler system design and installation requirements, and the implementation of numerous technical changes.
The scope of NFPA 13 was expanded to address all sprinkler system applications. The 1999 edition contained information on the installation of underground pipe from NFPA 24 and sprinkler system discharge criteria for on-floor and rack storage of Class I, II, III, IV, and plastic commodities, rubber tires, baled cotton, and roll paper that were previously located in NFPA 231, 231C, 231D, 231E, and 231F.
===============
I thought I had an older copy (1980's) of #231, can't find it, but wasn't it pretty specific the 231 standard only covered storage above 12' even if it was cotton or was cotton storage even separately addressed?
The reason I ask is we've been asked to work up a price for an expansion on an dry system covering an existing warehouse built in 1988 fed from city water. I haven't bothered running a hydrant flow test, because with a 2" main drain test of 50 psi static and 40 psi residual on an 8" manifolded riser, I just see it as a waste of time and energy. No way you are going to get .25 gpm over 3.900 W/ 500 gpm hose.
So I guess what I am asking is was there an opening in the 1986 standard that would have allowed the use of an Ordinary Hazard pipe schedule system as long as storage didn't exceed 12'?
It is noted there were hydraulic calculations involved with pipe schedule systems and the requirements for Ord Haz Group II were pretty high. I seem to remember 15 psi plus the height with 1,200 gpm at the base of the riser but it's been a long time.
I seem to remember Ord III being up to the authority having jurisdiction.