HCP Hip Corner Plates

www.strongtie.com

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:

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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.

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.

					Legacy Reports
	IAPMO ES ER	ICC-ES ESR	CITY OF LOS ANGELES	STATE OF FLORIDA	ICC-ES NER	ICC-ES ER	ICC-ES ES
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

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
HCP	None 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
HCP2	HCP2: DWG \| DXF HCP2 left view: DWG \| DXF HCP2 top view: DWG \| DXF	None for this model
HCP2Z	None for this model	None for this model
HCP4	None for this model	None for this model
HCP4Z	HCP4Z: DWG \| DXF HCP4Z left view: DWG \| DXF HCP4Z top view: DWG \| DXF	None for this model