Good day Friends! I am qualifying a WPS to section ix code with respect to applicable construction code API 620, which required notch-toughness testing to be performed. Base material thickness is 18mm. Plate material Spec is SA-36 which is P1Group1. Qualified thickness range is 16mm to 36mm. Plate thickness for the tank project are 10mm, 18mm, 20mm,, 22mm,& 25mm. My problem are as follows: 1) My boss said we should use this WPS to weld all materials thicknesses for the tank. Is that ok for me to accept professionally? 2) i want to know the range of P.No qualified; & 3) Group number is a supplementary essential variable; how do i address/ or specify this in the wps based impact limitation? Guys, your input will be of great help to me. Thanks to all.