You are correct about 4.9. See below my text from Errata for D1.1 2002:
Errata AWS D1.1/D1.1M:2002, Structural Welding Code—Steel
(updated 7/15/02 10:46 AM)
Page 17 - Section 2.23 .2.2 — incorrect reference to 2.23.6.6—change to 2.20.6.6
Page 49 - Figure 2.14 — For upper right hand corner box section detail, change lower “branch member” to “main member”
Page 63 - Table 3.1, Group II — For ASTM A 588 and A 606, change superscript “5” to “2.”
Page 65 - Table 3.2 — For ASTM A 36 in Group A and Group B (left column), delete 3/in. thickness limitations.
Page 66 - Table 3.2 — Under Group C (Welding Process), change “GTAW” to “FCAW”.
Page 67 - Table 3.3 — Delete superscript “3” next to SAW and GMAW
Page 72 - Note 3 for Figures 3.3 and 3.4— change “(see 2.27.5)” to “(see 2.17.2)” Page 72 - Note 9 for Figures 3.3 and 3.4— change “limitations of Note E” to “limitations of Note 6”
Page 135 - Table 4.5, Item 30— change “Table 4.7” to “Table 4.8”
Page 139 - Table 4.8 — Delete note “1” superscript after “PQR Base Metal” in first column header
Page 142 - Table 4.10, note 5 — change “See Table 4.8” to “See Table 4.9”
Page 192 - Section 5.27 — incorrect reference to 2.36.6.6(3) — change to 2.20.6.6(3)
Page 272 - Figure Ill-i — Lower right hand — change “C HAZ 2mm. . .“ to “C —HAZ1mm...”
Page 314 - CJ[P groove weld (tubular structures) definition — change “Figures 2.4” to “Figures 2.21”
Page 493 - Index — references for “End returns” are incorrect — change references to
2.3.2.1, 2.8.3.3
Page 502- Index —reference for “Yield line analysis” is incorrect—change reference “C2.40.2. 1” to “C2.24.2. 1”