| Panels |
Wall Length
(in feet) |
/ |
4 |
= |
Number of Panels in length |
|
 |
Number of Panels in length
|
X |
Wall
Height |
X |
2 |
= |
Total Number of Panels |
|
|
| Ties |
Wall Height (in feet)
|
= |
Vertical Number of Ties |
|
|
| ( |
Wall Length
(in feet)
|
X |
12
|
) |
/ |
8 |
= |
Total Number of Panels |
|
|
Vertical Number
of Ties
|
X |
Horizontal Number of
Ties
|
= |
Total Number of Ties
|
|
|
Corners & Lag
Screws |
One Inside and Outside Corner Bracket per row of Ties.
One Lag Screw per Panel High in corners.
Example:
9’ High Wall requires 8 Corner Brackets and 18 Lag
Screws |
|
Concrete Volume |
Wall Thickness |
|
Concrete / Square Foot |
6" |
.0185 Cubic Yards |
8" |
.0250 Cubic Yards |
10" |
.0308 Cubic Yards |
12" |
.0371 Cubic Yards |
14" |
.0432 Cubic Yards |
|
