Contenderfire
Mechanical
- Nov 16, 2016
- 2
Hello,
I have a project that is a 2 story wood frame aprox. 5,000sqf per floor educational facility. Between 1st and 2nd floor and 2nd and roof they are using 18" wood trusses. The truss will have sheet rock attached directly to the bottom and a drop ceiling will be placed roughly 1'-6" - 2'-0" below. I'm following NFPA 13 2010. Section 8.15.1.1. Bottom line is a truss is not a solid member. I am providing interstitial sprinkler protection for these areas. The problem i'm having is that the architect doesn't think the area is exposed cause the sheet rock is attached to the bottom. Well I think he's right if you look from the floor up but it you look inside the space the trusses are exposed.
Has anyone else had this problem? How was it explained?
I have a project that is a 2 story wood frame aprox. 5,000sqf per floor educational facility. Between 1st and 2nd floor and 2nd and roof they are using 18" wood trusses. The truss will have sheet rock attached directly to the bottom and a drop ceiling will be placed roughly 1'-6" - 2'-0" below. I'm following NFPA 13 2010. Section 8.15.1.1. Bottom line is a truss is not a solid member. I am providing interstitial sprinkler protection for these areas. The problem i'm having is that the architect doesn't think the area is exposed cause the sheet rock is attached to the bottom. Well I think he's right if you look from the floor up but it you look inside the space the trusses are exposed.
Has anyone else had this problem? How was it explained?