Foundation Ties are especially designed for anchorage in crawl spaces. They provide a positive anchorage to footings for wind and seismic loadings.
Material : 12 gauge and 10 gauge.
Finish : Galvanized G60.
Duration of load increases of 33% and 60% are listed; further increases are not allowed. Bolt and nail allowable loads are not additive. Bolt values are for perpendicular to grain loading. Nails are 10d x 1 1/2" (diameter 0.148").
Fc=2000 PSI minimum for concrete.
Material : 12 gauge and 10 gauge.
Finish : Galvanized G60.
Duration of load increases of 33% and 60% are listed; further increases are not allowed. Bolt and nail allowable loads are not additive. Bolt values are for perpendicular to grain loading. Nails are 10d x 1 1/2" (diameter 0.148").
Fc=2000 PSI minimum for concrete.
Item # |
L |
L1 |
Nails (2 x 8) |
Nails (2 x 10) |
Nails (2 x 12) |
Nails (2 x 14) |
---|---|---|---|---|---|---|
FT 41 | N/A 38 1/4 | N/A 17 5/8 | N/A (8) 10d x 1 1/2 | N/A (10) 10d x 1 1/2 | N/A (14) 10d x 1 1/2 | N/A (16) 10d x 1 1/2 |
FT 51 | N/A 48 1/4 | N/A 22 1/8 | N/A (8) 10d x 1 1/2 | N/A (10) 10d x 1 1/2 | N/A (14) 10d x 1 1/2 | N/A (16) 10d x 1 1/2 |
FT 61 | N/A 58 1/4 | N/A 22 1/8 | N/A (8) 10d x 1 1/2 | N/A (10) 10d x 1 1/2 | N/A (14) 10d x 1 1/2 | N/A (16) 10d x 1 1/2 |
FT 71 | N/A 68 1/4 | N/A 22 1/8 | N/A (8) 10d x 1 1/2 | N/A (10) 10d x 1 1/2 | N/A (14) 10d x 1 1/2 | N/A (16) 10d x 1 1/2 |
FT 41 | N/A 38 1/4 | N/A 17 5/8 | N/A (2) 1/2 | N/A (3) 1/2 | N/A (4) 1/2 | N/A (6) 1/2 |
FT 51 | N/A 48 1/4 | N/A 22 1/8 | N/A (2) 1/2 | N/A (3) 1/2 | N/A (4) 1/2 | N/A (6) 1/2 |
FT 61 | N/A 58 1/4 | N/A 22 1/8 | N/A (2) 1/2 | N/A (3) 1/2 | N/A (4) 1/2 | N/A (6) 1/2 |
FT 71 | N/A 68 1/4 | N/A 22 1/8 | N/A (2) 1/2 | N/A (3) 1/2 | N/A (4) 1/2 | N/A (6) 1/2 |