We use cookies on this site to enhance your user experience. By clicking "I AGREE" below, you are giving your consent for us to set cookies. Privacy Policy

text.skipToContent text.skipToNavigation

HGAM Hurricane Gusset Angle for Masonry

HGAM

On This Page

The HGAM is designed to secure the bottom chord of a gable end truss or other framing member to masonry. The engineered gusset in the angle increases strength for lateral and uplift loads. This hurricane gusset angle installs easily with 1 1/2" Strong-Drive® SDS Heavy-Duty Connector screws and Titen Turbo™ masonry screws to concrete or masonry.

Key Features

  • Engineered for increased loads in high-wind or seismic events
  • Also available in kits with Strong-Drive SDS and Titen Turbo screws
  • Strong-Drive SDS screws are high-strength structural screws that install with no predrilling because of their patented, easy driving Type-17 point

Material

  • 14 ga.

Finish

  • Galvanized

Installation

  • Use all specified fasteners; see General Notes
  • Connectors attached using hex-head Titen Turbo screws
  • Products shall be installed such that the Titen Turbo screws are not exposed to the exterior environment
  • Attach to grout-filled CMU with a minimum one #5 rebar horizontal in the course
  • Hurricane ties do not replace solid blocking

Related Literature

Wood Construction Connectors 2021-2023
C-C-2021
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 con madera 2019–2020
C-C-2019SP
El catálogo incluye información sobre nuevos productos, así como especificaciones e instrucciones de instalación aplicables para conectores estructurales de madera a madera y de madera a concreto.
Catalog
High Wind Guide
F-C-HWG20
A comprehensive guide to help Designers select the most appropriate connections for challenging, high-wind regions.
Product Guide
ICF Connectors
F-C-ICFVL19
A flier featuring installation instructions for the ICFVL ledger connector system and provides information on the various products we have to serve the ICF market.
Flier
Connectors for Florida Hurricane Mitigation Retrofit When Re-Roofing
T-C-FLCODE21
A technical bulletin explaining how to achieve sufficient uplift capacity for roof-to-wall connections, with references to the 7th edition (2020) of the Florida Building Code.
Technical Bulletin

Load Tables

Model No. Ga. Fasteners (in.) DF/SP
Allowable Loads		 SPF/HF
Allowable Loads
To Rafter / Truss To GFCMU To Concrete Uplift Lateral
(160)		 Uplift Lateral
(160)
(160) F1 F2 (160) F1 F2
HGAM10KTA 14 (4) 1/4 x 1 1/2 SDS (4) 1/4 x 2 3/4 Titen Turbo (4) 1/4 x 1 3/4 Titen Turbo 810 875 1,105 6 585 630 795 6
  1. Loads have been increased for wind or earthquake loading, with no further increase allowed. Reduce where other loads govern.
  2. HGAM10KTA allowable loads are for one anchor. A minimum rafter thickness of 2 1/2" must be used when framing anchors are installed on each side of the rafter or truss.
  3. Concrete shall have a minimum compressive strength of f'c = 2,500 psi.
  4. Grout-filled CMU (GFCMU) shall have a minimum compressive strength of f'm = 1,500 psi.
  5. The HGAM10KTA is a kit with (10) HGAM10 connectors packaged with Strong-Drive SDS Heavy-Duty Connector screws and 2 3/4" Titen Turbo screws. (1 3/4" Titen Turbo screws for concrete installations sold separately.)
  6. HGAM10 F2 loads are for forces into the connector. F2 loads away from the connector are 640 lb. (DF/SP) and 460 lb. (SPF/HF).

Moisture barrier not shown (typ.)

HGAM10 Installed into Masonry
HGAM10 Installed into Masonry

Code Reports & Compliance

Drawings

PDF DWG DXF RFA IFC SAT

Related Products