Class 1 is higher strength than class 2, so below the creep regime, it has a higher allowable stress. When the note says creep is considered, it means that the criteria based on creep properties governs over the criteria based on yield and tensile strength. Even if, for example 2/3 average stress rupture in 100,000 hours (or one of the other two creep criteria in the allowable stress basis) gives the same stress value for class 1 and class 2, if it is less than the 2/3 yield/1/3.5 tensile stress values for class 1 at 850, it will goven, but if it is more than those properties for class 2 at 850, it will not. So creep governs at 850 for class 1 because the allowable stress based on yield and tensile strength are higher than that based on creep strength, because the yield and tensile strength is higher for class 1 than class 2. This explanation must seem convoluted, but it should be understandable after a few readings.