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Unit of Measure

Hang Width

 N/A 2.3

Hang Height

 N/A 22

Steel Gauge

 N/A 18

Header Height

 N/A 22

Nail Schedule - Top

 N/A Without Nail

Nail Schedule - Face

 N/A (20) 10d

Nail Schedule - Joist

 N/A (6) 10d x 1 1/2

Nail Type

 N/A Face Nails

Load @ Normal Condition

 N/A 2200

Load @ 125%

 N/A 2200

Load @ 115%

 N/A 1210 2200

Load @ Uplift

 N/A 750

N/A

  • The heights shown permit the required number of nails for the design loads listed. For installation where one strap cannot be formed over the top, the design load is limited to the design load of a face nailed hanger, i.e. no top nails. Material is 18 gauge galvanized steel except as noted
  • Truss to Truss application assumes open-web girder and the maximum height shown permits sufficient strap length to field bend and install top nails.
  • Truss to Beam application assumes a solid, nailable surface sufficient for the face nails and top nails required. All nails must be installed to achieve design loads shown. Hanger bearing and nail values are based on unit stresses for Douglas-Fir-Larch or Southern Pine, and must be reduced 20% for Spruce-Pine-Fir. Hangers are made from 16 gauge galvanized steel except SH(2)420 which is 14 gauge galvanized.