Formwork for Concrete Structures by R.L.Peurifoy and G.D- By EasyEngineering.net

256 Chapter Nine
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Lap walers & nails,
also nails 2 × 4 studs
to walers as shown
9" 20" 19"
CAM-lock
tie
4'-0
2'-" 1 / 4 "
Nail cleat to
inside walers
Panel size, (TYP.)
6'-4"
2'-11 1 / 4 " 6'-4"
4"-0
19"
20"
CAM-lock bracket
underneath 2 × 4
walers, (TYP.)
9"
Tie spacing, (TYP.)
(a) Plan of typical corner
for 12 in. walls
(b) Outside corner detail
for high walls
12"
4'-0"
24"
12"
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CAM-lock tie
11 3 / 4 " 6 1 / 4 " 6 1 / 4 " 11 3 / 4 "
6 1 / 4 "
Nail cleat to
inside walers
8 1 / 4 "
20"
(c) Plan of “T” wall junction
for 12 in. walls
FIGURE 9-23
Form assembly for corner and “T” wall end. (Source: Gates & Sons, Inc.)
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