Usman,
Although foundation design may be based on an ASSUMED bearing capacity value, it is generally used for preparation of building cost estimates only. However, use of such a foundation design for actual construction may be risky for the structural stability or may be uneconomical, in case the ACTUAL bearing capacity is either less or more than the ASSUMED value.
Such a situation, if arises in reality, will negatively affect the credibility of the structural engineer. Therefore, professionally building foundations are designed based on actual bearing capacity of soil only, obtained through a reliable geotechnical firm.
In the stated case, you may design the foundation assuming some lower bearing capacity value, like 0.50 or 0.75 tsf (former would be conservative of course, as indicated earlier by @UmarMakhzumi), clearly noting on the drawing that the foundation has been based on an assumed value of soil bearing capacity. And, in case actual bearing capacity (that should be checked at the most before starting the foundation concrete) is different from the value used for footing design, foundation design will require a review.
This is the normal procedure I myself adopt in cases where the actual bearing capacity of a site is not available at the time of preparation of structural drawings. In my case, the drawings are stamped as "Advanced Copy. Not for Construction." as well.
Regards.