Heavy Duty Face Mount Joist Hangers

Product
Code
W
in
H
in
No. of Joist Joist Size
NVGH 26 1 916 5 ½ 1 2×6
2×8
NVGH 28 1 916 7 ½ 1 2×8
2×10
NVGH 210 1 916 9 ½ 1 2×10
2×12
NVGH 212 1 916 11 ½ 1 2×12
2×14
2×16
NVGH 26-2 318 5 ½ 2 2×6
2×8
NVGH 28-2 318 2 2×8
2×10
NVGH 210-2 3 18 2 2×10
2×12
NVGH 212-2 3 18 11½ 2 2×12
2×14
2×16
NVGH 36 2 916 5 ½ 1 3×6
3×8
NVGH 38 2 916 1 3×8
3×10
NVGH 310 2 916 1 3×10
3×12
NVGH 312 2 916 11½ 1 3×12
3×14
3×16
NVGH 36-2 5 18 5 ½ 2 3×6
3×8
NVGH 38-2 5 18 2 3×8
3×10
NVGH 310-2 5 18 2 3×10
3×12
NVGH 312-2 5 18 11½ 2 3×12
3×14
3×16
NVGH 26-3 4 58 5 ½ 3 2×6
2×8
NVGH 28-3 4 58 3 2×8
2×10
NVGH 210-3 4 58 3 2×10
2×12
NVGH 212-3 4 58 11½ 3 2×12
2×14
2×16
NVGH 28-4 6 18 4 2×8
2×10
NVGH 210-4 6 18 4 2×10
2×12
NVGH 212-4 6 18 11½ 4 2×12
2×14
2×16
NVGH 46 3 916 5 ½ 1 4×6
4×8
NVGH 48 3 916 1 4×8
4×10
NVGH 410 3 916 1 4×10
4×12
NVGH 412 3 916 11½ 1 4×12
4×14
4×16
NVGH 66 5 ½ 1 6×6
6×8
NVGH 68 1 6×8
6×10
NVGH 610 1 6×10
6×12
NVGH 612 11½ 1 6×12
6×14
6×16
NVGH 86 11½ 1 8×6
8×8
NVGH 88 1 8×8
8×10
NVGH 810 1 8×10
8×12
NVGH 812 1 8×12
8×14
8×16

heavyweldedconnectorsctoc8

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*
H
(in)
 
 
8”x12” TB
No. of 1/4
Tapcons
(Total 2 sides)
 
 
10d x 1 1/2” (1)
No. of Joist
Nails
 
 
Hanger Capacity
(Lbs.)(2)
Uplift 100%
Gravity 100%
5 ½
12
15
1950
2300
7 ½
16
21
3000
3300
9 ½
20
27
4000
4200
11 ½
24
33
5100
5000

concrete9

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.

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