ajc2014
Structural
- Mar 21, 2014
- 16
I work at an old manufacturing building with wood purlins and wood decking roof supported by steel trusses, steel columns and brick and block walls. We are interested in putting a permanent welding booth in this area. The area already has proper ventilation drops and a welding curtain. I am recommending to add a corrugated metal roof supported by steel channels hanging from the existing trusses (approximately 5' below the trusses) with additional sprinkler (water) heads new lighting etc.
I have investigated NFPA and OSHA and have not found anything specific to this project. I was designing the sprinkler system based on an Ordinary Hazard - 2 per NFPA.
Is this appropriate for my situation? Are there any code documents I have not taken into consideration?
thanks for any help in advance.
I have investigated NFPA and OSHA and have not found anything specific to this project. I was designing the sprinkler system based on an Ordinary Hazard - 2 per NFPA.
Is this appropriate for my situation? Are there any code documents I have not taken into consideration?
thanks for any help in advance.