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Thank you all for the advice.

i cann't undertand 22mm or 10mm[ponder]

i think that the brick wall isnot asensitive structure

l/90 wich code mention that ?...i have read in ACI 2008 that the allowable deflection for the cantilever is L\240

i want to know about the allowble value that the deflection shalln't exceed at the two cases: 1-existance of sensitive structures ,2- normal brick wall above the cantilever

no there is not any sensitive finishes below or above the cantilever

i use safe programe and after i have represented the wall loads as aline loads on the cantilever (2.5 m the thicknesse is 30 cm ) the deflection is 2.2 cm and i don't know is this safe or not?