Hello, I wish to determine the weight limit of 900 cases of wine in 2nd floor commercial building built in the 60's. Wine is located along the beams and extend about 3 feet out from each of 5 pillars. Concrete is about 5" thick with a wooden floor over the slab which the wine sits on. This building is located in Japan so I don't know the code specs or if it is reinforced rebar, (sp). Current total weight is about 30,000lbs over 625 sqft. and focused on two areas of 60sqft at 13,600lbs and 65sqft at 16,000lbs. I calculate aprox. 250lbs/sqft of dead weight. The dashed lines are 8" thick concrete support beams under the floor. Are these weights within concrete parameters? If so , how much can i increase in weight. Thanks for your help on this.

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