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HHRC Hip-Ridge Face-Mount Connector

HHRC

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Misc. Connectors for Engineered Wood

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

The HHRC attaches hip beams to the end of a ridge beam. It takes the inconsistency out of this common detail and assigns a standard load capacity. The HHRC can be placed higher or lower on the ridge beam so the hips are flush at the top.

Key Features

  • Strong-Drive® SD Connector screws included

Material

  • 12 gauge

Finish

  • Galvanized

Installation

  • Use all specified fasteners (included); see General Notes

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

Load Tables

HHRC Allowable Loads
  1. Allowable loads shown are for each hip. Total load carried by the connector is double this number.
  2. Uplift loads have been increased for earthquake or wind loading with no further increase allowed. Reduce where other loads govern.
  3. See solid sawn sizes.
  4. Fasteners: SD screws are Simpson Strong-Tie® Strong-Drive® screws. See fastener information.

Code Reports

Part IAPMO UES ER ICC-ES ESR City of Los Angeles State of Florida
HHRC No evaluation report listing.
HHRC4/1.81 No evaluation report listing.
HHRC44 ESR-2551 ESR-2523 FL10447
HHRC5.25/3.25 No evaluation report listing.
HHRC5.37/3.12 No evaluation report listing.
HHRC5.37/3.56 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

Drawings

Part Orthographic Perspective
HHRC4/1.81
HHRC4/1.81 Front View
DWG DXF
HHRC4/1.81 Left View
DWG DXF
HHRC4/1.81 Right View
DWG DXF
HHRC4/1.81 Top View
DWG DXF
HHRC4/1.81 Perspective View
DWG DXF
HHRC44
HHRC44 Bottom View
DWG DXF
HHRC44 Front View
DWG DXF
HHRC44 Left View
DWG DXF
HHRC44 Right View
DWG DXF
HHRC44 Top View
DWG DXF
HHRC44 Perspective View
DWG DXF
HHRC5.25/3.25
HHRC5.25/3.25 Front View
DWG DXF
HHRC5.25/3.25 Left View
DWG DXF
HHRC5.25/3.25 Right View
DWG DXF
HHRC5.25/3.25 Top View
DWG DXF
HHRC5.25/3.25 Perspective View
DWG DXF
HHRC5.37/3.12
HHRC5.37/3.12 Front View
DWG DXF
HHRC5.37/3.12 Left View
DWG DXF
HHRC5.37/3.12 Right View
DWG DXF
HHRC5.37/3.12 Top View
DWG DXF
HHRC5.37/3.12 Perspective View
DWG DXF
HHRC5.37/3.56
HHRC5.37/3.56 Bottom View
DWG DXF
HHRC5.37/3.56 Front View
DWG DXF
HHRC5.37/3.56 Left View
DWG DXF
HHRC5.37/3.56 Right View
DWG DXF
HHRC5.37/3.56 Top View
DWG DXF
HHRC5.37/3.56 Perspective View
DWG DXF

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