Anchor designer seems to have a typo for the KH-EZ 3/8 x 2-1/8.

Based on ESR-3027 (Table 1), a 3/8" diameter KH-EZ anchor with an Hnom = 2-1/8" should correspond to an Heff = 1.54", however when I select an Heff = 1.54" for a 3/8" diameter bolt in the Profis anchor design software for some reason the recommended anchor becomes anchor item #: 418058 KH-EZ 3/8" x 3-1/2".

Is this correct? If so, does Profis not allow for designs with 3/8" x 2-1/8" KH-EZ anchors?

Design includes:
6" concrete slab (3000psi, cracked concrete)
765-lbs tensile force on single anchor of diameter 3/8"
Load type is set to seismic
Sesimic Tension Type is set to (d)
No anchor plate is used