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LTA2, S/HGAM10 and H10S Seismic and Hurricane Ties

LTA2, S/HGAM10 and H10S

The LTA2 develops high uplift at a minimum heel height. Great in areas where a strap over the heel is not required. The side tab acts as a locator in the masonry block and the four embedded hooks provide for a positive bond in the concrete grout.

The H10S and the S/HGAM10 attach to the truss joist and provide good uplift resistance.

Material

  • See table

Finish

  • Galvanized

Installation

  • Use all specified fasteners; see General Notes
  • S/HGAM10 can be installed into grouted concrete block
  • Titen® screws are provided
  • Hurricane ties do not replace solid blocking
  • Attach to grouted concrete block with a minimum one #5 rebar horizontal in the top lintel block

Ordering Information

  • The HGAM10KT is a kit of (10) connectors with (40) 1/4" x 2 3/4" Titen 2 screws

Related Literature

Load Tables

  1. Min. f'm = 1,500 psi and f'c = 2,500 psi.
  2. Minimum edge distance is 1 1/2" for Titen® 2 screws.
  3. The products shall be installed such that the Titen 2 screws and Titen HD® anchors are not exposed to the weather.
  4. For more information see the Titen 2 screw, Titen HD heavy-duty screw anchor and Simpson Strong-Tie Fastening Systems.

Code Reports

Part IAPMO UES ER ICC-ES ESR City of Los Angeles State of Florida
H10S ER-102 ER-112 RR25814 FL10446
LTA2 FL11473 FL13904
S/HGAM10 No code listing. Please contact us for test data.
S/HGAM10KTNo code listing: Please contact us for test data.

Drawings

Part Orthographic Perspective
H10S
H10S
DWGDXF
H10S front view
DWG DXF
H10S left view
DWG DXF
H10S right view
DWG DXF
High Wind-Resistant Construction D131: Load Path Installation Considerations: Overlapping Connectors
DWG DXF
High Wind-Resistant Construction D20: Post-Installed Truss/Rafter to Masonry/Concrete
DWG DXF
High Wind-Resistant Construction D39: Truss/Rafter Directly to Stud
DWG DXF
LTA2
LTA2
DWGDXF
LTA2 front view
DWG DXF
LTA2 left view
DWG DXF
LTA2 right view
DWG DXF
LTA2 top view
DWG DXF
High Wind-Resistant Construction D117: Gable End to Wall Framing
DWG DXF
High Wind-Resistant Construction D23: Girder/Truss to Masonry/Concrete
DWG DXF
S/HGAM10
S/HGAM10
DWGDXF
S/HGAM10 front view
DWG DXF
S/HGAM10 left view
DWG DXF
S/HGAM10 right view
DWG DXF
S/HGAM10 top view
DWG DXF
None
S/HGAM10KTNone None