dssprdesigner
Mechanical
- Jan 22, 2015
- 8
Hi,
We are working on a design-build project for an existing recycling facility that has a tipping area with a ceiling height of 39'-0". The existing sprinkler system in-place which is rotted out was designed as solid-pile plastics to 5'-0" max storage height (0.2GPM/sq.ft over 1950sq.ft). The new sprinkler system will be a dry system.
Should the tipping area be designed for an Extra Hazard Group II occupancy (plastics processing) or as solid-pile storage of Group A Plastics? The product is driven into the area in trucks, dumped, and then moved with a front-end loader to a conveyor system for processing. The product is transient and on average for majority of the year is contained to less than 5'-0" high. However, during processing equipment breakdowns and holidays the product can be piled up to 10'-0".
If it is considered solid-pile the building height exceeds the limits of NFPA 13 max building height of 35'-0" for conventional sprinklers. CMSA and ESFR sprinklers are not an option as the new system is a dry system.
Any input into this would be appreciated.
Thanks
We are working on a design-build project for an existing recycling facility that has a tipping area with a ceiling height of 39'-0". The existing sprinkler system in-place which is rotted out was designed as solid-pile plastics to 5'-0" max storage height (0.2GPM/sq.ft over 1950sq.ft). The new sprinkler system will be a dry system.
Should the tipping area be designed for an Extra Hazard Group II occupancy (plastics processing) or as solid-pile storage of Group A Plastics? The product is driven into the area in trucks, dumped, and then moved with a front-end loader to a conveyor system for processing. The product is transient and on average for majority of the year is contained to less than 5'-0" high. However, during processing equipment breakdowns and holidays the product can be piled up to 10'-0".
If it is considered solid-pile the building height exceeds the limits of NFPA 13 max building height of 35'-0" for conventional sprinklers. CMSA and ESFR sprinklers are not an option as the new system is a dry system.
Any input into this would be appreciated.
Thanks