www.strongtie.com


LTA1 & S/HGAM10 Seismic & Hurricane Ties

  Print this page
Link to email this page to a friend  Email this page to a friend

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.

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      FL1423      
S/HGAM10 No code listing. Please contact us for test data.
S/HGAM10KT      FL9601      

   
top
Drawings: To download drawings, right-click or Ctrl-click on the link, then choose "Save Target As..."
DWG
Perspective Orthographic DXF
Perspective Orthographic top
Order free catalogs by mail
top top

Home | About Simpson | Contact Simpson | Browse Products | Product Use Information
Privacy Policy | User Agreement | Limited Warranty | Parent Company

Stay informed! Sign up for Simpson's newsletters

Copyright © 2008, Simpson Strong-Tie Company Inc. All Rights Reserved
Contact Webmaster with questions or comments.

Printed from
© 2008 Simpson Strong-Tie®