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HCP Hip Corner Plate

HCP

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Hip Connectors

This product's information may differ depending on the category of use. You are currently viewing details related to Hip Connectors. You can also view product information related to the category: Misc. Connectors for Engineered Wood

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

Material

  • 18 gauge

Finish

  • HCP2 — galvanized or ZMAX® coating; HCP4Z — ZMAX coating

Installation

  • Use all specified fasteners; see General Notes.
  • Attach HCP to double top plates.
  • Birdsmouth not required for table uplift loads but may be required for download.
  • Install rafter and complete nailing. Rafter may be sloped to 45°.

Related Literature

Wood Construction Connectors 2019-2020
C-C-2019
A catalog including new product information as well as any applicable specification and installation instructions for wood-to-wood and wood-to-concrete structural connectors.
Catalog
Conectores para la construcción en madera 2017–2018
C-C-2017SP
Información completa de productos, de la aplicación, de las tablas de cargas y de la instalación, para más de 3,000 conectores de madera a madera, madera a concreto y concreto a mampostería.
Catalog
High Wind-Resistant Construction Application Guide
F-C-HWRCAG16
The newly updated High Wind-Resistant Construction Application Guide offers new applications, updated loads, as well as more fastening information that is used to resist high-wind.
Product Guide
Uplift Connectors Truss-to-Wall Tiedowns (Spruce-Pine-Fir)
T-C-UPLFTSPF16R
A one-page, double-sided technical bulletin providing allowable loads and fastening requirements for when a wood truss is supported by a spruce-pine-fir or hem fir double top plate.
Technical Bulletin

Load Tables

  These products are available with additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson Strong-Tie for details.

HCP Load Table
Typical HCP Installation
Typical HCP Installation
  1. Loads have been increased 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 allowable load.
  3. 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.

Code Reports

Part IAPMO UES ER ICC-ES ESR City of Los Angeles State of Florida
HCPSee specific model numbers for code listings.
HCP2 ESR-2551 ESR-2523 RR25804 FL10447
HCP2Z ESR-2551 ESR-2523 RR25804 FL10447
HCP4Z ESR-2551 ESR-2523 RR25804 FL10447
HCP4Z 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

Drawings

Part Orthographic Perspective
HCPNone None
HCP2
HCP2 Left View
DWG DXF
HCP2 Top View
DWG DXF
High Wind Resistant Construction Detail D27: Truss/Rafter Hip to Wall - HWRC D27 TrussRafter Hip to Wall
DWG DXF
High Wind Resistant Construction Detail D29: Truss/Rafter Hip to Wall - HWRC D29 TrussRafter Hip to Wall
DWG DXF
HCP2Z
HCP2 Left View
DWG DXF
HCP2 Top View
DWG DXF
High Wind Resistant Construction Detail D27: Truss/Rafter Hip to Wall - HWRC D27 TrussRafter Hip to Wall
DWG DXF
High Wind Resistant Construction Detail D29: Truss/Rafter Hip to Wall - HWRC D29 TrussRafter Hip to Wall
DWG DXF
HCP4Z
HCP4Z Left View
DWG DXF
HCP4Z Top View
DWG DXF
High Wind Resistant Construction Detail D27: Truss/Rafter Hip to Wall - HWRC D27 TrussRafter Hip to Wall
DWG DXF
High Wind Resistant Construction Detail D29: Truss/Rafter Hip to Wall - HWRC D29 TrussRafter Hip to Wall
DWG DXF

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