mjesse
Registered User
Looking to find information regarding "approved" construction methods or designs for control areas in accordance with IFC 2703.11.
Business has multiple pallets of 108-6 qt. boxes of sulphuric acid for lead-acid batteries.
I am envisioning a 6" concrete curb on a concrete slab, lined with an epoxy coating. How do I evaluate the "liquid-tightness" of such an assembly?
Next question, when multiple control areas are required due to maximum loading limits, can separation be provided by a 1 hr. barrier wall, or say 100' physical separation, or is it necessary to have a fully enclosed "room" for separation.
Local FD is involved in acceptance of design proposal, I would just like to be a little more educated on the subject.
Thanks,
mj
Business has multiple pallets of 108-6 qt. boxes of sulphuric acid for lead-acid batteries.
I am envisioning a 6" concrete curb on a concrete slab, lined with an epoxy coating. How do I evaluate the "liquid-tightness" of such an assembly?
Next question, when multiple control areas are required due to maximum loading limits, can separation be provided by a 1 hr. barrier wall, or say 100' physical separation, or is it necessary to have a fully enclosed "room" for separation.
Local FD is involved in acceptance of design proposal, I would just like to be a little more educated on the subject.
Thanks,
mj