The goal of this experiment was to determine the out-of-plane capacity of wood sheathing panels that are attached to a wood framed wall. The specimens were 4' x 8' wood sheathing panels and they were tested using a step-and-hold monotonic pressure trace. This data-set provides the experimental data from the experiments performed on both plywood and OSB sheathing panels. The experiment consisted of 10 plywood and 10 OSB experiments on a similarly constructed wood frame model that is supposed to represent an actual wall built in practice. Each specimen was tested to failure. This was done to determine a statistical failure capacity of the sheathing panels. Two types of sheathing panels were examined because these are two types of sheathing panels typically used in residential construction. These two panels were compared to determine if there was a difference in failure capacity between the two panel types. There was no statistical significance found between the failure capacity of the two types of panels, therefore the results of the 20 tests were combined as one group. The mean failure capacity was determined to be 4.21 kPa (88 psf). Fragility functions were made using a Monte Carlo Simulation to compare the probability of failure a wall sheathing panel vs. a roof sheathing panel.