therefore the panels 10 would be precast and a series of panels would be brought on site to complete the wall 2 some of those panels 10 will include beam pockets 94 and window cutouts 96 as shown in fig1 in order to accommodate different foundation wall designs the skilled person in the art will appreciate that other cutouts and modifications can be made to the panels 10 to accommodate design requirements the panels 10 attached to the pads 80 will be brought to building site the area for the foundation wall will be cleared and leveled and a panel 10 will be placed on the area and leveled an adjacent panel 10 u2032 will then be aligned with panel 10 and the two will be attached with the gaps filled as required this will be repeated until the wall 2 is complete with leveling throughout as required once the wall 2 is level the footing 84 can be poured in place in between the pads 80 and the area can be backfilled if necessary a form can be inserted into the pads 80 to guide the pour of the footing 84 once complete work on the building can then continue in the normal fashion in an alternate embodiment of the invention the steel studs are replaced on the top and bottom edges and the ribs by bevelled edges as shown in fig1 a to 10 d as seen in fig1 a adjacent panels 100 100 u2032 are joined.