RWC.toe_nail.epoxy - Toe nail with epoxy
The following models are available:
RWC.toe_nail.epoxy.001 | Roof-Wall Connection with Toe nails and epoxy.
Epoxy set for one week, toe-nailed when epoxy is wet.
Suggested Block Size: 1 EA
Reed, T. D., D. V. Rosowsky, and S. D. Schiff. 1997. Uplift Capacity of Light-Frame Rafter to Top Plate Connections. Journal of Architectural Engineering, 3 (4): 156–163. American Society of Civil Engineers. https://doi.org/10.1061/(ASCE)1076-0431(1997)3:4(156).
RWC.toe_nail.epoxy.002 | Roof-Wall Connection with Toe nails and epoxy on small wood blocks.
Epoxy set for one week.
Suggested Block Size: 1 EA
Reed, T. D., D. V. Rosowsky, and S. D. Schiff. 1997. Uplift Capacity of Light-Frame Rafter to Top Plate Connections. Journal of Architectural Engineering, 3 (4): 156–163. American Society of Civil Engineers. https://doi.org/10.1061/(ASCE)1076-0431(1997)3:4(156).
RWC.toe_nail.epoxy.003 | Roof-Wall Connection with Toe nails and epoxy on small wood blocks.
Epoxy set for 24-48 hrs.
Suggested Block Size: 1 EA
Reed, T. D., D. V. Rosowsky, and S. D. Schiff. 1997. Uplift Capacity of Light-Frame Rafter to Top Plate Connections. Journal of Architectural Engineering, 3 (4): 156–163. American Society of Civil Engineers. https://doi.org/10.1061/(ASCE)1076-0431(1997)3:4(156).
RWC.toe_nail.epoxy.004 | Roof-Wall Connection with Toe nails and epoxy on large wood blocks.
Epoxy set for one week.
Suggested Block Size: 1 EA
Reed, T. D., D. V. Rosowsky, and S. D. Schiff. 1997. Uplift Capacity of Light-Frame Rafter to Top Plate Connections. Journal of Architectural Engineering, 3 (4): 156–163. American Society of Civil Engineers. https://doi.org/10.1061/(ASCE)1076-0431(1997)3:4(156).