steube59,
Take a look at:
6.13.1 Acceptance Criteria for Statically Loaded Nontubular Connections, (which coincides with Table 6.2), which states that....When CJP web to flange welds are subject to calculated tensile stress normal to the weld, they shall be so designated on design drawings and shall conform to the requirements of Table 6.2. (This is about in the middle of the first paragraph of 6.13.1).
6.13.2.2 Scanning, (which coincides with Table 6.3), referring to CJP web to flange welds........ When such web to flange welds are subject to calculated tensile stress normal to the weld, they shall be so designated on design drawings and shall conform to the requirements of Table 6.3 (This is the last sentence in the paragraph).
(In the 2006 and 2008 codes, the above can be referenced to the same location...... 6.13.1 and 6.13.2.2)