Hello Forumites, I'm looking at a warehouse with pallet rack storage of class iv commodities to 25 ft. in a pre-engineered building with an eave height of 34 ft. and a ridge of 54 ft.(2" in 12" slope).Table 12.3.2.3.1 (2002) indicates a maximum roof height of 45 ft.My question is ,can I average the roof height to stay within the table limits,or is "ESFR" out of the possibilities?Is there any other way to satisfy the roof height issue?
Thanks for the Help, Lamar Vaughn,SET Vaughn and Company _______________________________________________ Sprinklerforum mailing list http://lists.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)
