id="left"> Sorry about my english! I'm french. You're rignt about the bad wormanship. Ã⬠slop should always run to the drain ! Period. About the the ponding, I think it's best to evaluate the situation befor jumping to the chart or rule of thumb. 3/4 on an inche means 4.0967 pound per square feet, add a dynamic force to it and worst case senario you're up to 6 or 7 pound it represent lest than 20% the total calculation load for your roof . if the roof is well design this accumulation is taking into account. See insted the deept of the roof joist and see if it can take the load.