Heavy Duty Face Mount Joist Hangers |
| NVFH 24 |
1 9⁄16 |
3½ |
1 |
2X4
2X6 |
| NVFH 26 |
1 9⁄16 |
5½ |
1 |
2X6
2X8 |
| NVFH 28 |
1 9⁄16 |
7½ |
1 |
2X8
2X10 |
| NVFH 210 |
1 9⁄16 |
9½ |
1 |
2X10
2X12 |
| NVFH 212 |
1 9⁄16 |
11½ |
1 |
2X12
2X14
2X16 |
| NVFH 24-2 |
3 1⁄8 |
3½ |
2 |
2X4
2X6 |
| NVFH 26-2 |
3 1⁄8 |
5½ |
2 |
2X6
2X8 |
| NVFH 28-2 |
3 1⁄8 |
7½ |
2 |
2X8
2X10 |
| NVFH 210-2 |
3 1⁄8 |
9½ |
2 |
2X10
2X12 |
| NVFH 212-2 |
3 1⁄8 |
11½ |
2 |
2X12
2X14
2X16 |
| NVFH 36 |
2 9⁄16 |
5½ |
1 |
3x6
3x8 |
| NVFH 38 |
2 9⁄16 |
7½ |
1 |
3x8
3x10 |
| NVFH 310 |
2 9⁄16 |
9½ |
1 |
3x10
3x12 |
| NVFH 312 |
2 9⁄16 |
11½ |
1 |
3x12
3x14
3x16 |
| NVFH 36-2 |
5 1⁄8 |
5½ |
2 |
3x6
3x8 |
| NVFH 38-2 |
5 1⁄8 |
7½ |
2 |
3x8
3x10 |
| NVFH 310-2 |
5 1⁄8 |
9½ |
2 |
3x10
3x12 |
| NVFH 312-2 |
5 1⁄8 |
11½ |
2 |
3x12
3x14
3x16 |
| NVFH 26-3 |
4 5⁄8 |
5½ |
3 |
2x6
2x8 |
| NVFH 28-3 |
4 5⁄8 |
7½ |
3 |
2x8
2x10 |
| NVFH 210-3 |
4 5⁄8 |
9½ |
3 |
2x10
2x12 |
| NVFH 212-3 |
4 5⁄8 |
11½ |
3 |
2x12
2x14
2x16 |
| NVFH 28-4 |
6 1⁄8 |
7½ |
4 |
2x8
2x10 |
| NVFH 210-4 |
6 1⁄8 |
9½ |
4 |
2x10
2x12 |
| NVFH 212-3 |
6 1⁄8 |
11½ |
4 |
2x12
2x14
2x16 |
| NVFH 44 |
3 9⁄16 |
3½ |
1 |
4x4
4x6 |
| NVFH 46 |
3 9⁄16 |
5½ |
1 |
4x6
4x8 |
| NVFH 48 |
3 9⁄16 |
7½ |
1 |
4x8
4x10 |
| NVFH 410 |
3 9⁄16 |
9½ |
1 |
4x10
4x12 |
| NVFH 412 |
3 9⁄16 |
11½ |
1 |
4x12
4x14
4x16 |
| NVFH 66 |
5½ |
5½ |
1 |
6x6
6x8
|
| NVFH 68 |
5½ |
7½ |
1 |
6x8
6x10 |
| NVFH 610 |
5½ |
9½ |
1 |
6x10
6x12 |
| NVFH 612 |
5½ |
11½ |
1 |
6x12
6x14
6x16
|
| NVFH 86 |
7½ |
5½ |
1 |
8x6
8x8
|
| NVFH 88 |
7½ |
7½ |
1 |
8x8
8x10 |
| NVFH 810 |
7½ |
9½ |
1 |
8x10
8x12 |
| NVFH 812 |
7½ |
11½ |
1 |
8x12
8x14
8x16
|
|
 |
| Joist size |
Fv=175 psi Shear Capacity (Lbs.)(2)(6) |
| Uplift 160% |
Gravity 100% |
| 2x4 |
980 |
615 |
| 2x6 |
1540 |
960 |
| 2x8 |
2030 |
1270 |
| 2x10 |
2590 |
1620 |
| 2x12 |
3150 |
1970 |
| 2-2x4 |
1960* |
1230 |
| 2-2x6 |
3080 |
1925 |
| 2-2x8 |
4060 |
2540 |
| 2-2x10 |
5180 |
3240 |
| 2-2x12 |
6300 |
3940 |
| 3x6 |
2570 |
1600 |
| 3x8 |
3380 |
2115 |
| 3x10 |
4320 |
2700 |
| 3x12 |
5250 |
3280 |
| 2-3x6 |
5130* |
3210* |
| 2-3x8 |
6760* |
4230* |
| 2-3x10 |
8640* |
5400* |
| 2-3x12 |
10,500* |
6560* |
| 3-2x6 |
4620* |
2890* |
| 3-2x8 |
6090* |
3805* |
| 3-2x10 |
7770* |
4860* |
| 3-2x12 |
9450* |
5905* |
| 4-2x8 |
8120* |
5080* |
| 4-2x10 |
10,360* |
6480* |
| 4-2x12 |
12,600* |
7880* |
| 4x4 |
2290* |
1430* |
| 4x6 |
3590* |
2250* |
| 4x8 |
4740* |
2950* |
| 4x10 |
6040* |
3780* |
| 4x12 |
7350* |
4590* |
| 6x6 |
5650* |
3530* |
| 6x8 |
7700* |
4815* |
| 6x10 |
9750* |
6100* |
| 6x12 |
11800* |
7380* |
| 8x6 |
7700* |
4810* |
| 8x8 |
10500* |
8560* |
| 8x10 |
13300* |
8310* |
| 8x12 |
16100* |
10060* |
|
H
(in) |
2-2x
Headers
No. of 16d Nails |
10d x 1½" (1)
No. of Joist Nails |
Allowable loads (Lbs.)(2) |
| Uplift 160% |
Gravity 100% |
| 3½ |
12 |
9 |
1550 |
980 |
| 5½ |
18 |
15 |
3130 |
1900 |
| 7½ |
24 |
21 |
2800 |
2950 |
| 9½ |
30 |
27 |
6600 |
4050 |
| 11½ |
36 |
33 |
8400 |
5150 |
|
- For one or two joists side by side, use10dx1 nails from each side. For 3 Joists side by side, user 16dx3¼ sinker nails from each side and 10dx1½" nails from opposite side. For 4 Joists, used 16d sinker nails from each side.
- Use hanger capacity or shear capacity whichever is less. Joist Shear capacity shown * exceeds hanger capacity. For these joists use hanger capacity.
- All design conforms to Latest Editions of FBC, IBC and IRC.
- Structural steel shall conform to ASTM A36, yield strength 36000 psi.
- All welding shall be minimum 3⁄16 " with E70 electrodes and shall conform to latest AISC/AWS codes. All welds shall be fillet welds.
- All nail values in wood comform to latest Edition of NDS for southern Pine, G=0.55. Values of other species shall be adjusted as per NDS. This applies also to shear values of joists.
- Steel stress is not increased by 33%.
- Provide plywood shims to close the gap between joist and steell hangers to prevent bending if necessary.
- All products are painted Royal Blue or Galvanized.
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