Provide proper balance between load-carrying capacity of hanger and the truss it supports.

MATERIALS: 18ga. galvanized steel. Available in G-185 Triple Zinc or Hot-Dip Galvanized. Call for availability.

CODES: ICC ER-2556

LOADS: Seat dimension (see table) provides solid larger seat-bearing area. New higher loads possible with only common nails.

NOTE: 1.Allowable loads are for hangers nailed into wood or structural composite lumber having an effective specific gravity of 0.55 (such as Southern Pine) or greater.
2. Allowable uplift loads have been adjusted by a load duration factor C , of 1.6 (160%), D corresponding to the typical duration of wind and earthquake loads.
3. Allowable gravity (bearing) loads have been adjusted by load duration factors, CD, of 1.0 (100%), 1.15 (115%), and 1.25 (125%), corresponding to the typical durations of occupancy live loads, snow loads and construction loads, respectively.
4. Tabulated loads are without 33% steel stress increase.
5. Joist nails must be driven at a 45 to degree angle through the joist into the header/beam (double shear nailing) to achieve the tabulated loads.
6. Allowable uplift loads have been increased for wind or earthquake loading with no further increase allowed. The allowable uplift loads must be reduced when other load durations govern.