HCP Hip Corner Plate
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
- HCP1.81 — galvanized; 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 Links
- Wood Construction Connectors Technical and Installation Notes
- General Notes
- For complementary ridge connection, see HRC Hip-Ridge Connectors
Catalog Pages
Related Literature
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Conectores para la construcción en madera 2017–2018C-C-2017SPInformación 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 GuideF-C-HWRCAG16The 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-UPLFTSPF16RA 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 -
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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.
Typical HCP Installation
- Loads include an increase for wind or earthquake loading with no further increase allowed; reduce where other loads govern.
- 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.
- NAILS: 10d = 0.148" dia. x 3" long, 10dx1 1/2 = 0.148" dia. x 1 1/2" long. See other nail sizes and information.
Code Reports
| Part | IAPMO UES ER | ICC-ES ESR | City of Los Angeles | State of Florida |
|---|---|---|---|---|
| HCP | See specific model numbers for code listings. | |||
| HCP2 | ESR-2551 ESR-2523 | RR25804 | FL10447 | |
| HCP2Z | ESR-2551 ESR-2523 | RR25804 | FL10447 | |
| HCP4 | 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 |
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Drawings
| Part | Orthographic | Perspective |
|---|---|---|
| HCP | None | None |
| HCP2 | ||
| HCP2Z | ||
| HCP4 | None | None |
| HCP4Z |
