In Phase I of Developing Large Span Two Way CLT Floor System (2017-18) we studied the performance of a steel plate connection system for the minor direction of CLT plates. The connected specimens had higher stiffness and strength compared to intact members under bending. In Phase II (2018-19) we designed and tested another connector based on Laminated Veneer Lumber (LVL). The bending stiffness of a joint was evaluated by the slip modulus between the connector plate and CLT under shear. The LVL based connector had 87% of the stiffness compared to the steel plate connector tested in Phase I, while performed much better at the initial period of the loading. Considering other factors, including manufacturing cost, assembly time, structural integrity, and fire protection, the LVL connection was found to be a good solution for joining the minor direction of CLT plates. An analytical model was proposed to establish the relationship between the slip modulus and the joint stiffness.