Can't fix weak floor error

Hello, do not fix columns, beams, curtains, foundations, etc. with DS. --Increase the number of modes, --Click on the D1-D2-D3-D4-D5 slabs on the ground floor and select the option to create a rigid diaphragm and calculate the calculation. when you do it, it gives the same error only in the lower left block. My suggestions; --Separate the blocks, calculate one by one, the calculation is easier and you won't make modeling mistakes, --make a semi-rigid solution, --You can reduce the live loads on the attic floor, you can remove the wall loads, --If you are going to make the stairs a rigid solution, give the loads, --Remove the left lower block column DS It saves when we calculate. The suggestion is attached. Ünver ÖZCAN
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Ünver, thank you very much for taking the time to help. It is a very important project for me and it is time-consuming. I try again by making your suggestions, but there is another small building independent of this building and I get many errors in the analysis of this building. I think I am making a mistake in the data entry. I don't understand. I'm sharing the link. I would appreciate it if you give me an idea. Since the roof will be steel, there is no upper floor flooring.
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Mr. Ünver, a ladder was added to the project we discussed, but I couldn't figure out how to model it. I can't enter the floor landing as a floor. It creates the route object in a different place. The ladder rotates 2 turns, I circled it. When I tiled, the connections seemed to be troublesome.
 
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