That's correct. Furthermore, and this has nothing to do with D1.1, but since you mentioned jumbo shapes, if CVN testing is required, hot rolled shapes with flanges 1 ½" thick or thicker must have a minimum CVN toughness of 20 ft.-lb at 70 degrees F, tested in the alternate core location as described in ASTM A6 Supplementary Requirement S30, and plates 2" thick or thicker must have a minimum CVN toughness of 20 ft.-lb at 70 degrees F, measured in any location permitted by ASTM A673 (which establishes the procedure for longitudinal CVN of structural steel and contains two frequencies of testing). It's critical that this information is contained in the contract specs, and that your detailer is aware of them and follows them, because he/she must include this information on the advanced bill of material so that purchasing can specify this testing at the rolling mill. There are also specific requirements for clipping corners of continuity stiffeners that will keep welds away from the k area in the web. The same goes for web doubler plates. They're sized so that there are no welds in the k area. This is because there have been issues in the last few years with cracking in the k area. This is due to the final cold straightening process at the mill, which alters the steel properties in the k area. The result is very high yield stresses coupled with lowered elongation and single digit CVN toughness. That's the reason If for some reason welds welds on continuity stiffeners or web doubler plates occur within the k area, the area adjacent to the weld has to be inspected as required by the EOR.