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LTA1 & S/HGAM10 Seismic & Hurricane Ties

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The LTA1 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 S/HGAM10 attaches to trusses and provides good uplift resistance.

Material: See table

Finish: Galvanized

Installation:


top Gallery:
  roll over images below to see larger image
 
LTA1 S/HGAM10 Typical LTA1 Installation Typical S/HGAM Installation
         
       

top Load Table: See code report listings below
Table
  1. Allowable loads are based on a minimum of 2500 psi grout strength.
  2. Tabulated loads shown at (100) do not include steel stress increase. Tabulated loads shown at (133) includes a 1/3 stress increase on the steel. Refer to Steel Stress Increase for additional information.
  3. Minimum edge distance 1 1/2" using Titen screws.

next  top Code Reports (PDFs):
Legacy Reports
  IAPMO ES ER ICC-ES ESR CITY OF LOS ANGELES STATE OF FLORIDA ICC-ES NER ICC-ES ER ICC-ES ES
LTA1      FL11473      
S/HGAM10 No code listing. Please contact us for test data.
S/HGAM10KTNo code listing: Please contact us for test data.



topDrawings: To download drawings, right-click or Ctrl-click on the link, then choose "Save Target As..."
Download the Simpson AutoCad Menu, which allows you to insert Ortho views directly into your AutoCAD drawing.

 ORTHOGRAPHIC
PERSPECTIVE
LTA1 LTA1: DWG | DXF
LTA1 front view: DWG | DXF
LTA1 right view: DWG | DXF
LTA1 top view: DWG | DXF
High Wind-Resistant Construction D21: Girder/Truss To Masonry/Concrete: DWG | DXF
LTA1: DWG | DXF
S/HGAM10 S/HGAM10: DWG | DXF
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 for this model
S/HGAM10KTNone for this model None for this model

   
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