gradual foundation

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WE HAVE A STAGED FLOOR THERE IS 9M LEVEL DIFFERENCE BETWEEN FLOORS ONE SIDE OF THE BUILDING IS 12 FLOOR THE OTHER SIDE IS 9 FLOOR, I WAS CONSIDERING TO MAKE DILATATION BUT, IF I MADE THE DILATATION, I DON'T MAKE THE COLUMN MADE FULL STAGE DOLKGELATION TO THE PLACE. WHAT ARE THE CONSEQUENCES OF SOLVING A BUILDING IN THIS WAY OR HOW CORRECT IS SUCH A BUILDING SOLUTION? (COLUMN I substitutes the SIZE ONLY ANALYSIS TO SEE SUCH A MODELING MADE IT AND PROGRAM ANALYSIS 77 DK concludes ONE I WAS PREVIOUSLY ENCOUNTER CASE) OWN IDEA OF TWO BUILDINGS TO THINK we COLUMN With APPROXIMATELY 1.3-1.4 m cantilever beam from CONSOLIDATING with BEAM 2 BUILDING BETWEEN 10 cm DO NOT THINK YOU THINK HOW I'M WAITING FOR YOUR OPINION AND SUGGESTIONS. THANK YOU IN NOW. I SAVE THE FILE Compressing and ADDED IT. IT IS MODELED IN V8.5.