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RAM Frame - masses

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Hello,
I just started my career as a Structural Engineer and this is my first project in RAM. I have a model with 3 different roof heights along with parapets of different heights. I have the lowest level which is having weights from both the middle and highest roof level and similarly the middle level having the weight from highest roof level. Is there a way of distributing masses on lower roof level from both the roofs in Diaphragm masses/ Gravity loads? I have attached my RAM model for reference. Any explanation on the results of wind analysis and mass distribution would be helpful.
Thank you.  

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