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HCP Hip Corner Plates


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

For complementary ridge connection, see HRC Hip Ridge Connectors

Material: 18 gauge.

Finish: Galvanized.

Installation:


top Gallery:
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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 * RR25804 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 Strong-Tie™ 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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