Heavy Duty Face Mount Joist Hangers
Product Code |
W in |
H in |
No. of Joist | Joist Size |
NVGH 26 | 1 9⁄16 | 5 ½ | 1 | 2×6 2×8 |
NVGH 28 | 1 9⁄16 | 7 ½ | 1 | 2×8 2×10 |
NVGH 210 | 1 9⁄16 | 9 ½ | 1 | 2×10 2×12 |
NVGH 212 | 1 9⁄16 | 11 ½ | 1 | 2×12 2×14 2×16 |
NVGH 26-2 | 31⁄8 | 5 ½ | 2 | 2×6 2×8 |
NVGH 28-2 | 31⁄8 | 7½ | 2 | 2×8 2×10 |
NVGH 210-2 | 3 1⁄8 | 9½ | 2 | 2×10 2×12 |
NVGH 212-2 | 3 1⁄8 | 11½ | 2 | 2×12 2×14 2×16 |
NVGH 36 | 2 9⁄16 | 5 ½ | 1 | 3×6 3×8 |
NVGH 38 | 2 9⁄16 | 7½ | 1 | 3×8 3×10 |
NVGH 310 | 2 9⁄16 | 9½ | 1 | 3×10 3×12 |
NVGH 312 | 2 9⁄16 | 11½ | 1 | 3×12 3×14 3×16 |
NVGH 36-2 | 5 1⁄8 | 5 ½ | 2 | 3×6 3×8 |
NVGH 38-2 | 5 1⁄8 | 7½ | 2 | 3×8 3×10 |
NVGH 310-2 | 5 1⁄8 | 9½ | 2 | 3×10 3×12 |
NVGH 312-2 | 5 1⁄8 | 11½ | 2 | 3×12 3×14 3×16 |
NVGH 26-3 | 4 5⁄8 | 5 ½ | 3 | 2×6 2×8 |
NVGH 28-3 | 4 5⁄8 | 7½ | 3 | 2×8 2×10 |
NVGH 210-3 | 4 5⁄8 | 9½ | 3 | 2×10 2×12 |
NVGH 212-3 | 4 5⁄8 | 11½ | 3 | 2×12 2×14 2×16 |
NVGH 28-4 | 6 1⁄8 | 7½ | 4 | 2×8 2×10 |
NVGH 210-4 | 6 1⁄8 | 9½ | 4 | 2×10 2×12 |
NVGH 212-4 | 6 1⁄8 | 11½ | 4 | 2×12 2×14 2×16 |
NVGH 46 | 3 9⁄16 | 5 ½ | 1 | 4×6 4×8 |
NVGH 48 | 3 9⁄16 | 7½ | 1 | 4×8 4×10 |
NVGH 410 | 3 9⁄16 | 9½ | 1 | 4×10 4×12 |
NVGH 412 | 3 9⁄16 | 11½ | 1 | 4×12 4×14 4×16 |
NVGH 66 | 5½ | 5 ½ | 1 | 6×6 6×8 |
NVGH 68 | 5½ | 7½ | 1 | 6×8 6×10 |
NVGH 610 | 5½ | 9½ | 1 | 6×10 6×12 |
NVGH 612 | 5½ | 11½ | 1 | 6×12 6×14 6×16 |
NVGH 86 | 7½ | 11½ | 1 | 8×6 8×8 |
NVGH 88 | 7½ | 5½ | 1 | 8×8 8×10 |
NVGH 810 | 7½ | 7½ | 1 | 8×10 8×12 |
NVGH 812 | 7½ | 9½ | 1 | 8×12 8×14 8×16 |
Joist Size | Fv=175 psi Shear Capacity (Lbs.)(2)(6) | |
Uplift 160% | Gravity 100% | |
2×6 | 1540 | 960 |
2×8 | 2030 | 1270 |
2×10 | 2590 | 1620 |
2×12 | 3150 | 1970 |
2-2×6 | 3080 | 1925 |
2-2×8 | 4060* | 2540 |
2-2×10 | 5180* | 3240 |
2-2×12 | 6300* | 3940 |
3×6 | 2570* | 1600 |
3×8 | 3380* | 2115 |
3×10 | 4320* | 2700 |
3×12 | 5250* | 3280 |
2–3×6 | 5130* | 3210* |
2–3×8 | 6760* | 4230* |
2–3×10 | 8640* | 5400* |
2–3×12 | 10,500* | 6560* |
3–2×6 | 4620* | 2890* |
3–2×8 | 6090* | 3805* |
3–2×10 | 7770* | 4860* |
3–2×12 | 9450* | 5905* |
4–2×8 | 8120* | 5080* |
4–2×10 | 10,360* | 6480* |
4–2×12 | 12,600* | 7880* |
4×6 | 3590* | 2250* |
4×8 | 4740* | 2950* |
4×10 | 6040* | 3780* |
4×12 | 7350* | 4590* |
6×6 | 5650* | 3530* |
6×8 | 7700* | 4815* |
6×10 | 9750* | 6100* |
6×12 | 11,800* | 7380* |
8×6 | 7700* | 4810* |
8×8 | 10500* | 8560* |
8×10 | 13,300* | 8310* |
8×12 | 61,100* | 10,060* |
Structural Notes:
1) For one or two joists side by side, use 10dx1 1/2” nails from each side. For 3 Joists side by side, use 16dx3 1/4” sinker nails from one side and 10dx1 1/2” nails from opposite side. For 4 Joists, used 16d sinker nails from each side.
2) Use hanger capacity or Joist shear capacity whichever is less. Joist Shear capacity shown * exceeds hanger capacity. For these joists use hanger capacity. Hanger Capacity is based on Capacity of tapcons in Concrete beam. No increase allowed for uplift.
3) All design conforms to FBC 2014, IBC/IRC 2015/2012 and NDS 2012.
4) Structural steel shall conform to ASTM A36, yield strength 36000 psi.
5) All welding shall be minimum 3/16˝ with E70 electrodes and shall conform to latest AISC/AWS codes. All welds shall be fillet welds.
6) All nail values in wood conform to latest Edition of NDS for Southern Pine, G=0.55. Values for other species shall be adjusted as per NDS. This applies also to shear values of joists. Design values of 1/4” Tapcons, 1 3/4” Embedment shall be per ITW Red head’s published catalog.
7) Steel stress is not increased by 33%.
8) Provide plywood shims to close the gap between joist and steel hangers to prevent bending if necessary.
9) F’c Tie Beams shall be 3000 psi.
10) All products are painted Royal Blue for easy identification.