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HU/HUC/HSUR/L Hangers

HU/HUC/HSUR/L

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HU/HUC hangers may be installed on a masonry/concrete wall as described below. Additionally, HU hangers with one flange concealed may be installed similarly.

HU and HUC products are heavy-duty face-mount joist hangers made from 14-gauge galvanized steel.

  • The HUC is a concealed-flange (face flanges turned in) version of the HU.
  • HU is available with both flanges concealed, provided the W dimension is 2 5/16" or greater, at 100% of the table load. Specify HUC.
  • HU is available with one flange concealed when the W dimension is less than 2 5/16" at 100% of the table load. Specify as an ‘X’ version and specify flange to conceal.
  • For any HU or HUC shown in this catalog, the user may substitute all face nails with 1/4" x 1 3⁄4" Titen® 2 screws (model TTN2-25134H) for concrete and 1/4" x 2 3/4" Titen 2 screws (model TTN2-25234H) for GFCMU. Follow all installation instructions and use the table loads listed.

Material

  • 14 gauge

Finish

  • Galvanized; ZMAX® and stainless steel available

Installation

  • Attach the hangers to concrete or GFCMU walls using hex-head Titen® 2 screws. Titen screws for GFCMU (1/4" x 2 3/4" — Model TTN2-25234H) and for concrete (1/4" x 1 3/4" — Model TTN2-25134H) are not provided with the hangers.
  • Drill the 3/16"-diameter hole to the specified embedment depth plus 1/2".
  • Alternatively, drill the 3/16"-diameter hole to the specified embedment depth and blow it clean using compressed air.
  • Caution: Oversized-diameter holes in the base material will reduce or eliminate the mechanical interlock of the threads with the base material and will reduce the anchor’s load capacity.
  • Titen Screw Installation Tool kits are available. They include a 3/16" drill bit and hex-head driver bit (Model TTNT01-RC); a 3/16" x 4 1/2" drill bit is also available (Model MDB18412).
  • A minimum end and edge distance of 1 1/2" is required.

Options

  • For skewed hangers use 75% of table uplift load. If hanger width is greater than 3 9/16", then use 80% of table download; otherwise use 100% of table download.

Related Literature

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.

  1. Uplift loads have been increased for earthquake or wind duration with no further increase is allowed; reduce when other loads govern.
  2. Minimum f'c = 2,500 psi and minimum f'm = 1,500 psi
  3. When only one flange is concealed specify right or left concealed flange.
  4. Models with "X" are not stock items.
  5. Products shall be installed such that Titen® screws are not exposed to weather.
  6. Fasteners: 16d common = 0.162" dia. x 3 1/2" long; 16d x 2 1/2" = 0.162" dia. x 2 1/2" long; 10d common = 0.148" dia. x 3" long; 10d x 1 1/2" = 0.148" dia. x 1 1/2" long. TTN2-25134H = 1/4" x 1 3/4" Titen 2; TTN2-25234H = 1/4" x 2 3/4" Titen 2; original Titen screw models TTN25134H = Titen 1/4" x 1 3/4" and TTN25234H =Titen 1/4" x 2 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
HSUL26-2 ESR-2549 ESR-2523 RR25807 FL10655
HSURSee specific model numbers for code listings.
HSUR26-2 ESR-2549 ESR-2523 RR25807 FL10655
HUSee specific model numbers for code listings.
HU210 ESR-2549 ESR-2523 RR25807 FL10655
HU210-2 ESR-2549 ESR-2523 RR25807 FL10531 FL10655
HU210-3 ESR-2549 ESR-2523 RR25807 FL10655
HU212-3 ESR-2549 ESR-2523 RR25807 FL10655
HU26 ESR-2549 ESR-2523 RR25807 FL10655
HU26-2 ESR-2549 ESR-2523 RR25807 FL10655
HU28 ESR-2549 ESR-2523 RR25807 FL10655
HU28-2 ESR-2549 ESR-2523 RR25807 FL10655
HU410 ESR-2549 ESR-2552 ESR-2523 RR25801 RR25807 FL10531 FL10655
HU46 ESR-2549 ESR-2523 RR25807 FL10655
HU48 ESR-2549 ESR-2523 RR25807 FL10531 FL10655
HUCSee specific model numbers for code listings.
HUC210-2Z ESR-2549 ESR-2523 RR25807 FL10531 FL10655
HUC210-3Z ESR-2549 ESR-2523 RR25807 FL10655
HUC28-2Z ESR-2549 ESR-2523 RR25807 FL10655
HUC410 ESR-2549 ESR-2552 ESR-2523 RR25801 RR25807 FL10531 FL10655
HUC44 ESR-2549 ESR-2523 RR25807 FL10655
HUC46 ESR-2549 ESR-2523 RR25807 FL10655
HUC48 ESR-2549 ESR-2523 RR25807 FL10531 FL10655
HUC66 ESR-2549 ESR-2523 RR25807 FL10655
HUC68 ESR-2549 ESR-2523 RR25807 FL10531 FL10655

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
HSUL26-2None None
HSURNone None
HSUR26-2None None
HUNone None
HU210
HU210 Front View
DWG DXF
HU210 Left View
DWG DXF
HU210 Right View
DWG DXF
HU210 Top View
DWG DXF
None
HU210-2
HU210-2 Front View
DWG DXF
HU210-2 Left View
DWG DXF
HU210-2 Right View
DWG DXF
HU210-2 Top View
DWG DXF
None
HU210-3
HU210-3 Front View
DWG DXF
HU210-3 Left View
DWG DXF
HU210-3 Right View
DWG DXF
HU210-3 Top View
DWG DXF
None
HU212-3
HU212-3 Front View
DWG DXF
HU212-3 Left View
DWG DXF
HU212-3 Right View
DWG DXF
HU212-3 Top View
DWG DXF
None
HU26
HU26 Front View
DWG DXF
HU26 Left View
DWG DXF
HU26 Right View
DWG DXF
HU26 Top View
DWG DXF
None
HU26-2None None
HU28
HU28 Front View
DWG DXF
HU28 Left View
DWG DXF
HU28 Right View
DWG DXF
HU28 Top View
DWG DXF
None
HU28-2None None
HU410
HU410 Front View
DWG DXF
HU410 Left View
DWG DXF
HU410 Right View
DWG DXF
HU410 Top View
DWG DXF
None
HU46
HU46 Front View
DWG DXF
HU46 Left View
DWG DXF
HU46 Right View
DWG DXF
HU46 Top View
DWG DXF
None
HU48
HU48 Front View
DWG DXF
HU48 Left View
DWG DXF
HU48 Right View
DWG DXF
HU48 Top View
DWG DXF
None
HUCNone None
HUC210-2Z
Installation Details Connectors and Fasteners Construction of Wood Decks Detail Sheet
DWGDXF
High Wind Resistant Construction Detail D123: Increased Uplift Capacity - HWRC D123 Hanger Uplift Considerations
DWG DXF
HUC2.75/10 Installed Perspective View - Beam
DWG DXF
HUC2.75/10 Installed Perspective View - Post
DWG DXF
HUC210-3ZNone
HUC2.75/10 Installed Perspective View - Beam
DWG DXF
HUC2.75/10 Installed Perspective View - Post
DWG DXF
HUC28-2Z
Installation Details Connectors and Fasteners Construction of Wood Decks Detail Sheet
DWGDXF
HUC2.75/10 Installed Perspective View - Beam
DWG DXF
HUC2.75/10 Installed Perspective View - Post
DWG DXF
HUC410
HUC410 Front View
DWG DXF
HUC410 Left View
DWG DXF
HUC410 Right View
DWG DXF
HUC410 Top View
DWG DXF
HUC2.75/10 Installed Perspective View - Beam
DWG DXF
HUC2.75/10 Installed Perspective View - Post
DWG DXF
HUC44
HUC44 Front View
DWG DXF
HUC44 Left View
DWG DXF
HUC44 Right View
DWG DXF
HUC44 Top View
DWG DXF
HUC2.75/10 Installed Perspective View - Beam
DWG DXF
HUC2.75/10 Installed Perspective View - Post
DWG DXF
HUC46
HUC46 Front View
DWG DXF
HUC46 Left View
DWG DXF
HUC46 Right View
DWG DXF
HUC46 Top View
DWG DXF
HUC2.75/10 Installed Perspective View - Beam
DWG DXF
HUC2.75/10 Installed Perspective View - Post
DWG DXF
HUC48
HUC48 Front View
DWG DXF
HUC48 Left View
DWG DXF
HUC48 Right View
DWG DXF
HUC48 Top View
DWG DXF
HUC2.75/10 Installed Perspective View - Beam
DWG DXF
HUC2.75/10 Installed Perspective View - Post
DWG DXF
HUC66
HUC66 Front View
DWG DXF
HUC66 Left View
DWG DXF
HUC66 Right View
DWG DXF
HUC66 Top View
DWG DXF
HUC2.75/10 Installed Perspective View - Beam
DWG DXF
HUC2.75/10 Installed Perspective View - Post
DWG DXF
HUC68
HUC68 Front View
DWG DXF
HUC68 Left View
DWG DXF
HUC68 Right View
DWG DXF
HUC68 Top View
DWG DXF
HUC2.75/10 Installed Perspective View - Beam
DWG DXF
HUC2.75/10 Installed Perspective View - Post
DWG DXF