GSH BEAM AND GLULAM SADDLE HANGERS

1. Factored Resistance for Uplift has been increased by 15 % for short-term load duration (wind, earthquake).
2. Factored Resistance is based on the same lumber of joist and header.
3. Factored Resistance is for the same load conditions on both sides of the hanger. 4. Factored Resistance is for one side of the hanger.
4. Number of nails is for one side of the hanger.
5. Verify that dimensions of wood members are adequate to transfer tabulated factored loads.
6. All fasteners must be installed to obtain tabulated factored resistance.
7. Specify H dimension.