Quantity takeoff problem: Concrete wall form calculations: For a wall ${24}^{\text{'}}$ long by ${10}^{\text{'}}$ high and $8"$ thick, calculate the number of $4\text{'}x8\text{'}$ wall form panels, the number of snap ties, number of studs for both sides of the wall, linear feet of top and bottom plates, linear feet of walers. Assume $1$ snap tie$/2$sqft$,$ double studs with spacing ${16}^{\text{'}\text{'}}OC,$ one additional stud at each end, and double walers spaced $2\text{'}-0"$ OC$.$

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