In the US, this is a function of many factors such as:
1. Vertical gravity loads (deal and live)
2. Eccentricity of the gravity loads
3. Lateral loads (wind and seismic)
4. The wall end/boundary conditions (pin/pin, fixed/pin)
5. Building code requirements (local, national, and ACI, etc.)
6. Strength of masonry, type of bond, type and strength of mortar.
I do not think you will find a chart that says certain size masonry wall will span so much without due consideration to the bullets mentioned above.