Heavy Duty Face Mount Joist Hangers  – NVFH

Product
Code		 W
in		 H
in		 No. of Joist Joist Size
NVGH 26 1 9⁄16 3 ½ 1 2×4 – 2×6
NVGH 28 1 9⁄16 5 ½ 1 2×6 – 2×8
NVGH 210 1 9⁄16 7 ½ 1 2×8 – 2×10
NVGH 212 1 9⁄16 9 ½ 1 2×10 – 2×12
NVGH 26-2 1 9⁄16 11 ½ 1 2×12 – 2×14 – 2×16
NVGH 28-2 3 1⁄8 3 ½ 2 2×4 – 2×6
NVGH 210-2 3 1⁄8 5 ½ 2 2×6 – 2×8
NVGH 212-2 3 1⁄8 7 ½ 2 2×8 – 2×10
NVGH 36 3 1⁄8 9 ½ 2 2×10 – 2×12
NVGH 38 3 1⁄8 11 ½ 2 2×12 – 2×14 – 2×16
NVGH 310 2 9⁄16 5 ½ 1 3×6
3×8
NVGH 312 2 9⁄16 7 ½ 1 3×8
3×10
NVGH 36-2 2 9⁄16 9 ½ 1 3×10
3×12
NVGH 38-2 2 9⁄16 11 ½ 1 3×12
3×14
3×16
NVGH 310-2 5 1⁄8 5 ½ 2 3×6
3×8
NVGH 312-2 5 1⁄8 7 ½ 2 3×8
3×10
NVGH 26-3 5 1⁄8 9 ½ 2 3×10
3×12
NVGH 28-3 5 1⁄8 11 ½ 2 3×12
3×14
3×16
NVGH 210-3 4 5⁄8 5 ½ 3 2×6
2×8
NVGH 212-3 4 5⁄8 7 ½ 3 2×8
2×10
NVGH 28-4 4 5⁄8 9 ½ 3 2×10
2×12
NVGH 210-4 4 5⁄8 11 ½ 3 2×12
2×14
2×16
NVGH 212-4 6 1⁄8 7 ½ 4 2×8
2×10
NVGH 46 6 1⁄8 9 ½ 4 2×10
2×12
NVGH 48 6 1⁄8 11 ½ 4 2×12
2×14
2×16
NVGH 410 3 9⁄16 3½ 1 4×4
4×6
NVGH 412 3 9⁄16 5 ½ 1 4×6
4×8
NVGH 66 3 9⁄16 7½ 1 4×8
4×10
NVGH 68 3 9⁄16 9½ 1 4×10
4×12
NVGH 610 3 9⁄16 11½ 1 4×12
4×14
4×16
NVGH 612 5½ 5 ½ 1 6×6
6×8
NVGH 86 5½ 7½ 1 6×8
6×10
NVGH 88 5½ 9½ 1 6×10
6×12
NVGH 810 5½ 11½ 1 6×12
6×14
6×16
NVFH 86 7½ 5 ½ 1 8×6
8×8
NVFH 88 7½ 7½ 1 8×8
8×10
NVFH 810 7½ 9½ 1 8×10
8×12
NVFH 812 7½ 11½ 1 8×12
8×14
8×16

HEAVY DUTY FACEMOUNT JOISTHANGERS- NVFH

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 fron 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 shear capacity whichever is less. Joist Shear capacity shown * exceeds hanger capacity. For these joists use hanger capacity.
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.
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) All products are painted Royal Blue for easy identification

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Joist Size Fv=175 psi Shear Capacity (Lbs.)(2)(6)
Uplift 160% Gravity 100%
2×4 980 615
2×6 1540 960
2×8 2030 1270
2×10 2590 1620
2×12 3150 1970
2-2×4 1960* 1230*
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*
4×4 2290* 1430*
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*
H
(in)
 
 
2–2X
Headers
No. of 16d Nails
 
 
10d x 1 1/2” (1)
No. of Joist
Nails
 
 
Hanger Capacity
Allowable Loads (Lbs.)(2)
Uplift 100%
 Gravity 100%
3 ½
12
9
1550
980
5 ½
18
15
3130
1900
7 ½
24
21
4800
2950
9 ½
30
27
6600
4050
11 ½ 36
33
 8400 5150

nvfh

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 fron 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 shear capacity whichever is less. Joist Shear capacity shown * exceeds hanger capacity. For these joists use hanger capacity.
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.
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) All products are painted Royal Blue for easy identification

Heavy Welded Connectors Wood to Wood

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