Cantilver slab to be poured later 4

[canstructural]

I have a situation ,where as per site requirements, cantilver slab of about 9ft will be poured later in the construction.

Please see the attached sketch and provide your opinion, is it possible to pour as one of the options. I am just wondering that there is no monolithic joint at the junction.

I can ask for bottom rebar to make continuous at support, if it requires to be.

Appreciate for your kind suggestions.

 

[canstructural]

sorry rebar arrangement got messed up, after posting.

 

[seny]

Would say:
- JAE's about cambering and rapt's about corrosion more than agree;
- 50% for me is comforable;
- do not hesitate to provide note about number of days this cantilevered part will be shored, in my opinion it's deflection controlled situation