1. Loads may not be increased for short-term loading.
2. Uplift loads are based on DF/SP lumber and 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. For SPF/HF use 0.86 x DF/SP uplift load.
3. WM loads listed are based on embedded installation (mid-wall) into a masonry block wall. (See W/WPU/WNP/WM/WMU/HW/HWU/GLT/HGLT)

4. When I-joist is used as header, all nails must be 10dx1 1/2 and allowable loads assume flanges that are at least 1 1/2" thick made of Douglas Fir, LVL or LSL. For other flange thicknesses, apply load adjustment factors found in the table below.

5. Hangers sorted in order of recommended selection for best overall performance and installation value.
6. Other nail schedules and loads are listed on individual hanger pages: ITS/ITT/MIT/HIT, LBV/BA/B/HB and W/WP/WPU/WM/WMU/HW/HWU.
7. See code reports.
8. Web stiffeners are required where noted and when supporting double I-joists with flanges less than 1 5/16" thick.
9. For 2 1/4"x22" and 24" joist sizes, refer to technical bulletin T-BSERIES08.
10. NAILS: 16d and 16d DPLX = 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.

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