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Load Tables

HH Header Hanger Load Table
  1. Loads have been increased for wind or earthquake loading, with no further increase allowed. Reduce where other loads govern.
  2. For 3x posts, 0.162" x 2 1/2" nails may be substituted with no reduction in load.
  3. For SPF/HF lumber, use 0.86 x DF/SP allowable loads.
  4. Fasteners: Nail dimensions in the table are listed diameter by length. For additional information, see Fastener Types and Sizes Specified for Simpson Strong-Tie Connectors.
HH Load Directions
HH Load Directions

Code Reports

Part IAPMO UES ER ICC-ES ESR City of Los Angeles State of Florida
HHSee specific model numbers for code listings.
HH4 ER-102 ER-112 RR25814 FL10446
HH6 ER-102 ER-112 RR25814 FL10446

Drawings

Part Orthographic Perspective
HHNone None
HH4
HH4 Front View
DWG DXF
HH4 Left View
DWG DXF
HH4 Right View
DWG DXF
HH4 Installed Perspective View
DWG DXF
High Wind Resistant Construction Detail D59: Header to Wall Framing - HWRC D59 Header to Wall Framing
DWG DXF
HH6
HH6 Front View
DWG DXF
HH6 Left View
DWG DXF
HH6 Right View
DWG DXF
HH4 Installed Perspective View
DWG DXF