Patient Details
A remedial structural project was completed to replace deteriorating cripple wall framing and perform concrete crack repairs. The scope of work began with installing a 4x beam for temporary shoring. Approximately 45 linear feet of the westerly perimeter cripple wall framing was replaced using 2x pressure-treated sill plates, studs, top plates, 15/32" plywood sheathing, and Simpson URFP anchors. Furthermore, 15 linear feet of the easterly basement cripple wall framing was replaced. The project concluded with two remedial crack repairs, which were executed by infilling the areas with structural grade non-shrink mortar and 1/2" angle irons.
