To keep you as informed as possible, we have updated some of the product information on this website.
Please note that the following updates were made after the printing of the 2007 Anchor Systems Catalog (C-SAS-2007). The information on the product web pages, linked below, is the most recent information. Web pages can be printed for reference.
If you have any questions, please call technical engineering support at (800) 999-5099, or use our web contact form.
CHANGES MADE:| Catalog Page |
Product (click for printable web page) |
Date Updated |
Description of Change |
|---|---|---|---|
| 20 | SET Epoxy | 5/15/07 | Removed code report for Metro Dade 01-1026.02 |
| 35 | ET Epoxy-Tie | 5/15/07 | Removed code report for Metro Dade 01-1026.02 |
| 50 | Epoxy-Tie | 5/15/07 | Replaced Estimating Guides for 9 oz. cartridges with Estimating Guides for 8.5 oz. cartridges. |
| 65 | Acrylic-Tie | 5/15/07 | Updated column heading for Rebar #4 in the table named "Load Adjustment Factors in Normal-Weight Concrete: Spacing, Tension Load." |
| 98 | Strong-Bolt | 2/14/08 | Updated table named "Strong-Bolt Installation Information and Additional Data" to reflect that 1/2” and 5/8” diameter Strong-Bolt™ anchors are now |
| 99-103 | Strong-Bolt | 6/25/07 | Read important information regarding ICC-ES's revised design recommendations for ACI 318 Appendix D (PDF) which affects published Strong-Bolt™ information. |
| 99 | Strong-Bolt | 5/15/07 | Updated values for 1 inch nominal anchor diameter Strong-Bolt in the table named "Characteristic Tension Design Values." |
| 6/25/07 | Added footnotes #9 and #10. Modified footnote #1. Updated values for Pull-Out Resistance in Cracked Concrete and for Tension Resistance of Single Anchor for Seismic Loads in the table named "Characteristic Tension Design Values" (values changed are for 1 inch nominal anchor diameter Strong-Bolt) | ||
| 2/14/08 | Revised strength reduction factors due to reclassification of 1/2” and 5/8” Strong-Bolt as Anchor Category 1. | ||
| 100 | Strong-Bolt | 5/15/07 | Updated values and footnote references in the table named "Characteristic Tension and Shear Design Values for Normal-Weight or Lightweight Concrete over Metal Deck". Updated Figure A. |
| 6/25/07 | Changed "Lightweight" to "Sand-Lightweight" in the title of the table named "Strong-Bolt Characteristic Tension and Shear Design Values for Normal-Weight or Lightweight Concrete over Metal Deck". Modified footnote #1. Updated Figure A. | ||
| Strong-Bolt | 6/25/07 | Added footnote #5 to the table named "Strong-Bolt Characteristic Shear Design Values". Modified footnote #1. | |
| 101 | Strong-Bolt | 6/25/07 | Removed footnote #2, affecting these three web pages: |
| 103 | Strong-Bolt | 6/25/07 | Changed "Lightweight" to "Sand-Lightweight" in the title of the tables, affecting these three web pages: |
| 104-105 | Strong-Bolt | 2/14/08 | Revised design example due to reclassification of 1/2” Strong-Bolt as Anchor Category 1. |
| 110 | Titen HD Rod Coupler | 5/15/07 | Updated model no. in the table named "Product Data." |
| 118 | Wedge-All | 5/15/07 | Removed code report for Dade County 01-0820.06 |
| 131 | Sleeve-All | 5/15/07 | Removed code report for Dade County 01-0820.06 |
| 135 | Drop-In Anchor | 5/15/07 | Removed code report for Dade County 01-0820.06 |
| 138 | Drop-In Anchor | 7/30/07 | The tension load values were adjusted in the table titled "Tension and Shear Loads for 3/8" Short Drop-In Anchor in Normal-Weight Concrete and Hollow Core Concrete Panel" |
| 144 | Blue Banger Hanger | 11/28/07 | Updated values in table "Tension Loads in Normal-Weight or Lightweight Concrete over Metal Deck" (for installations in low flute) |
| 144 | Blue Banger Hanger | 11/28/07 | Updated values in table "Shear Loads in Normal-Weight or Lightweight Concrete over Metal Deck" (for installations in low flute) |