UFT12
Mechanical
- Mar 16, 2016
- 313
The application is industrial located in the US. Typically we go by EH G1 and we are installing process protection and for obstructions (including platforms) much lower below the roof. We need to provide data for the building sprinkler contractor for some tie in points and flow requirements. This time however the building is protected by ESFR sprinklers (12 heads K16.3, 52 psi).
What should we follow here for just obstruction protection? Abide by the roof criteria (ESFR) or standard criteria like EH G1? To me the flow of ESFR is absurd for just one dimensional platform or duct as it seems not rational to expect fire travel like that. We are not talking for flammable liquid installation. Mostly is metallic with ordinary combustibles, pumps, cable trays and lot of ducts and piping.
Has anyone encountered that and what criteria were applied for obstructions?
What should we follow here for just obstruction protection? Abide by the roof criteria (ESFR) or standard criteria like EH G1? To me the flow of ESFR is absurd for just one dimensional platform or duct as it seems not rational to expect fire travel like that. We are not talking for flammable liquid installation. Mostly is metallic with ordinary combustibles, pumps, cable trays and lot of ducts and piping.
Has anyone encountered that and what criteria were applied for obstructions?