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1' 10d common nails may be used instead of the specified 16d nails at 0.83 of the tabulated value.2' Uplift loads have been increased 15% for earthquake or wind loading with no further increase allowed. Reduce by l5%o forstandard term loading (KO=1.00) such as in cantilever construction.
3' MIN nailing quantity and load values-fill all round holes; MAX nailing quantity and load values-fill all round and triangle holes.4' D-Fir'L factored resistances can be used for most LVL. Verify with manufacturer prior to selecting hanger.5. web stiffeners are required when top frange isn,t supported rateraily by the hanger.
6' Web stiffeners are required when supporting double l-joists with flanges tess than 15/16,' thick.
7 ' For 16- and 18-gauge , g 1/2" wide l-joist hangers, web stiffeners are required when the factored reaction is greater than 2330 lbs.(10.36 kN).
8.NAILS:16d=0.162, dia.x31/2,, long, 1Od=0.14g"dia.x3,, long,10dx1 1/2=6.149,dia.x1 1/2,, long.Seeothernail sizesandinf ormation (/products,/connectors/nails. aso).
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