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LGUM/HGUM High-Capacity Beam/Girder Hangers for Concrete Masonry

LGUM/HGUM

Masonry Hangers for Plated Truss

This product's information may differ depending on the category of use. You are currently viewing details related to Masonry Hangers for Plated Truss. You can also view product information related to the category: Face-Mount Masonry Hangers

High-capacity beam or girder hangers for concrete or masonry applications. Installation is made easier using Simpson Strong-Tie® Strong-Drive® SDS Heavy-Duty Connector screws (provided) into the wood member and Titen HD® anchors (provided) into the masonry.

Material

See table

Finish

Galvanized

Installation

  • Use all specified fasteners (included).
  • Attach hanger to a concrete or grouted CMU wall using Titen HD anchors. Note the following:
    - Drill holes using drill bits equal in diameter to the specified Titen HD anchor.
    - Holes shall be drilled 1/2" deeper than the specified Titen HD length (i.e. 41/2" for a 4" long Titen HD anchor)
    - Caution: Oversized 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 HD is not recommended for exposed exterior applications.
  • Provide moisture barrier between beam and wall per jurisdictional requirements.

Options

  • For HGUM only—Other seat widths available. Order as "X" version.
  • HGUM available with one flange concealed.
  • LGUM/HGUM available in skews up to 45°. See Hanger Options.

Related Literature

Load Tables

  1. Uplift loads have been increased for wind or earthquake loading with no further increase is allowed.
  2. HGUM uplift loads for concrete applications are 5840 lbs. with a 4" min. distance to top of wall and 6960 lbs. with a 15" min. distance to top of wall.
  3. Minimum f'm = 1500 psi and f'c = 2500 psi.
  4. LGUM must be installed on minimum 6" thick wall and HGUM on minimum 8" thick wall. (Nominal values for CMU)
  5. Titen HD anchors may be installed into the head or bed joints.
  6. Simpson Strong-Tie Strong-Drive SDS Heavy-Duty Connector screws are permitted to be installed through metal truss plates as approved by the Truss Designer, provided the requirements of ANSI/TPI 1-2007 Sections 7.5.3.4 and 8.9.2 are met (pre-drilling required through the plate using a maximum of 5/32" bit).

Code Reports

Part IAPMO UES ER ICC-ES ESR City of Los Angeles State of Florida
HGUMSee specific model numbers for code listings.
HGUM5.25-SDS FL11473
HGUM5.50-SDS FL11473
HGUM7.00-SDS FL11473
HGUM7.25-SDS FL11473
HGUM9.00-SDS FL11473
LGUMSee specific model numbers for code listings.
LGUM210-2-SDS FL11473
LGUM210-3-SDS FL11473
LGUM210-4-SDS FL11473
LGUM26-2-SDS FL11473
LGUM26-3-SDS FL11473
LGUM26-4-SDS FL11473
LGUM28-2-SDS FL11473
LGUM28-3-SDS FL11473
LGUM28-4-SDS FL11473
LGUM410-SDS FL11473
LGUM46-SDS FL11473
LGUM48-SDS FL11473

Drawings

Part Orthographic Perspective
HGUM
HGUM
DWGDXF
HGUM front view
DWG DXF
HGUM left view
DWG DXF
HGUM right view
DWG DXF
None
HGUM5.25None None
HGUM5.50None None
HGUM7.00None None
HGUM7.25None None
HGUM9.00None None
LGUMNone None
LGUM210-2None None
LGUM210-3None None
LGUM210-4None None
LGUM26-2None None
LGUM26-3None None
LGUM26-4None None
LGUM28-2None None
LGUM28-3None None
LGUM28-4None None
LGUM410
LGUM410
DWGDXF
LGUM410 front view
DWG DXF
LGUM410 left view
DWG DXF
LGUM410 right view
DWG DXF
LGUM410 top view
DWG DXF
None
LGUM46
LGUM46
DWGDXF
LGUM46 front view
DWG DXF
LGUM46 left view
DWG DXF
LGUM46 right view
DWG DXF
LGUM46 top view
DWG DXF
None
LGUM48
LGUM48
DWGDXF
LGUM48 front view
DWG DXF
LGUM48 left view
DWG DXF
LGUM48 right view
DWG DXF
LGUM48 top view
DWG DXF
None