WMU GFCMU Hanger
Top-Flange Hangers for Solid Sawn Lumber
This product's information may differ depending on the category of use. You are currently viewing details related to Top-Flange Hangers for Solid Sawn Lumber. You can also view product information related to the categories of: Top-Flange Masonry Hangers, Top-Flange Hangers for Glulam Beams, Top-Flange Hangers for Structural Composite Lumber, Top-Flange Hangers for I-Joists, Top-Flange Hangers for Plated Truss
The WMU is designed for use on standard 8"-grouted masonry block wall construction.
Material
- 12-gauge top flange and stirrup
Finish
- Simpson Strong-Tie® gray paint; hot-dip galvanized available: specify HDG
Installation
- Use all specified fasteners; see General Notes.
- Minimum f'm is 1,500 psi.
- End vertical must be minimum double 2x.
- Mid-Wall Installation:
Installed between blocks with two 16d duplex nails cast into grout with a minimum of one grouted course above and below the top flange and one #5 vertical rebar minimum 24" long in each adjacent cell. - Top-of-Wall Installation:
Install on top of wall to a grouted beam with Titen® masonry screws. - Refer to technical bulletin Sloped Joist in Non-Sloped Hangers (T-C-SLOPEJST) for information regarding load reductions on selected hangers which can be used without modification to support joists which have shallow slopes (3/4:12).
Options
- See Hanger Options information.
- Hanger Height
For hanger heights exceeding the joist height, the allowable load is 0.50 of the table load. - Offset Top Flange
WMU top flange may be offset left or right for placement at the end of a header. The allowable download is 0.50 of the table roof load.
Related Literature
-
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 -
Sloped Joist in Non-Sloped HangersT-C-SLOPEJST17A one-page technical bulletin discussing the performance of non-sloped hangers used to support a sloped joist. It includes reduction factors for B, ITS, HU and welded-series hangers.Technical Bulletin
Load Tables
GFCMU Hanger
- Uplift loads have been increased for wind or earthquake loading with no further increase allowed; reduce where other loads govern.
- See figures for top-of-wall and mid-wall installation. Minimum f'm = 1,500 psi.
- Products shall be installed such that Titen® screws are not exposed to weather.
- For hanger heights that exceed the joist height, the allowable dowload is 0.50 of the table load.
- Fasteners: 16d duplex = 0.162" dia. x 3 1/2" long, 10d x 1 1/2" = 0.148" dia. x 1 1/2" long.
TTN2-25134H = 1/4" x 1 3/4" Titen 2;
TTN25134H = Titen 1/4" x 1 3/4" may also be used at full table loads.
See other nail sizes and information.
Code Reports
| Part | IAPMO UES ER | ICC-ES ESR | City of Los Angeles | State of Florida |
|---|---|---|---|---|
| WMU | No code listing: Please contact us for test data. | |||
Drawings
| Part | Orthographic | Perspective |
|---|---|---|
| WMU | None | None |
