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HCP Hip Corner Plates

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The HCP connects a rafter or joist to double top plates at a 45° angle.

See complementary ridge connection info

Material: 18 gauge.

Finish: Galvanized.

Installation:


top Gallery:
  roll over images below to see larger image
 
HCP1.81
U.S. Patent 5,380,115
Typical HCP Installation

top Load Table:See code report listings below
Table
  1. Loads include a 60% increase for wind or earthquake loading with no further increase allowed; reduce where other loads govern.
  2. The HCP can be installed on the inside and the outside of the wall with a flat bottom chord truss and achieve twice the load capacity.
  3. NAILS: 10dx1 1/2 = 0.148" dia. x 1 1/2" long. See other nail sizes and information.

next  top Code Reports (PDFs):
Legacy Reports
  IAPMO ES ER ICC-ES ESR CITY OF LOS ANGELES STATE OF FLORIDA ICC-ES NER ICC-ES ER ICC-ES ES
HCPSee specific model numbers for code listings.
HCP1.81  ESR-2551 / ESR-2523 *   FL10447    

* ESR-2523 is an Index of many of Simpson Strong-Tie Stamped and Welded Cold-formed Steel Products for Wood or Cold-formed Steel Construction



next  topDrawings: To download drawings, right-click or Ctrl-click on the link, then choose "Save Target As..."
Download the Simpson AutoCad Menu, which allows you to insert Ortho views directly into your AutoCAD drawing.

 ORTHOGRAPHIC
PERSPECTIVE
HCPNone for this model High Wind-Resistant Construction D23: Truss/Rafter Hip To Wall: DWG | DXF
High Wind-Resistant Construction D26: Truss/Rafter Hip To Wall: DWG | DXF
HCP1.81None for this model None for this model

   
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