All Steel Foundation Systems 1100 ICV Pier Support (Concrete)
Concrete Application
An innovative alternative to conventional anchors is our All Steel Foundation Systems (ASFS). These systems eliminate the need for most anchors in Wind Zone 1. In Wind Zones 2 & 3, ASFS eliminates the need for diagonal frame ties, stabilizer plates and anchors required for longitudinal protection. ASFS can be used in all soil classes up to 4B. All Steel Foundation Systems are available with or without a pier support.
ASFS Model 1100 ICV (Concrete) Series
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1 - 2 | 14" - 18" | 20" |
2 - 3 | 18" - 25" | 28" |
3 - 4 | 24" - 35" | 39" |
4 - 5 | 30" - 40" | 44" |
5 - 6 | 36" - 48" | 54" |
Vertical pier load tested in excess of 12,500 lbs.
Angle of longitudinal arms must be between 40˚ and 60˚
Installation Instructions
Installation Videos
*ASFS installation videos are only for representation of our product. They are not meant to be a substituted for the written installation instructions.
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1100ITCVD | 1100ITCVW | Lateral Protection Only | Painted |
1100ITCVDG | 1100ITCVWG | Lateral Protection Only | Galvanized |
1100ICVD-20 | 1100ICVW-20 | Longitudinal & Lateral Protection | 20" Painted Arms |
1100ICVD-20G | 1100ICVW-20G | Longitudinal & Lateral Protection | 20" Galvanized Arms |
1100ICVD-28 | 1100ICVW-28 | Longitudinal & Lateral Protection | 28" Painted Arms |
1100ICVD-28G | 1100ICVW-28G | Longitudinal & Lateral Protection | 28" Galvanized Arms |
1100ICVD-39 | 1100ICVW-39 | Longitudinal & Lateral Protection | 39" Painted Arms |
1100ICVD-39G | 1100ICVW-39G | Longitudinal & Lateral Protection | 39" Galvanized Arms |
1100ICVD-44 | 1100ICVW-44 | Longitudinal & Lateral Protection | 44" Painted Arms |
1100ICVD-44G | 1100ICVW-44G | Longitudinal & Lateral Protection | 44" Galvanized Arms |
1100ICVD-54 | 1100ICVW-54 | Longitudinal & Lateral Protection | 54" Painted Arms |
1100ICVD-54G | 1100ICVW-54G | Longitudinal & Lateral Protection | 54" Galvanized Arms |
* Florida requires a G120 Galvanized Pan. Ask for part #1101CV with 20" to 54" arms available.