1. 10d commons or 16d sinkers may be used instead of the specified 16d at 0.84 of the table load value.
2. 16d sinkers may be used instead of the specified 10d commons with no load reduction. (16d sinkers are not acceptable for HDG applications).
3. Uplift loads apply to 10d and 16d header fasteners. Uplift loads have been increased 60% for wind or earthquake loading with no further increase allowed. For normal loading applications such as cantilever construction refer to Simpson Strong-Tie® Connector Selector™ software or conservatively divide the uplift load by 1.6.
4. MIN nailing quantity and load values - fill all round holes; MAX nailing quantity and load values - fill all round and triangle holes.
5. DF/SP loads can be used for SCL that has fastener holding capacity of Douglas Fir.
6. Truss chord cross-grain tension may limit allowable loads. Refer to Technical Bulletins T-ANSITPISPF, T-ANSITPISP and T-ANSITPIDF for
   allowable loads that consider ANSI/TPI 1-2002 wood member design criteria.
7. NAILS: 16d = 0.162" dia. x 3 1/2" long, 10d = 0.148" dia. x 3" long, 10dx1 1/2 = 0.148" dia. x 1 1/2" long. See other nail sizes and information.

* Hangers do not have an Installed Cost Index.