HEAVY WELDED CONNECTORS

Wood to Wood Truss Hangers NVFSU1D-5D

Carrier Truss Verticals Carried Truss ALLOWABLE LOADS (Lbs.)
1 Ply NVFSU1D 2 Ply NVFSU2D 3 Ply NVFSU3D 4 Ply NVFSU4D 5 Ply NVFSU5D
1 PLY
1 - 2x6 		Gravity 7510 7510 7510 7510 7510
Uplift 7510 7510 7510 7510 7510
2 PLY
2 - 2x6 		Gravity 11950 11950 11950 11950 11950
Uplift 9205 11950 11950 11950 11950
3 PLY
3 - 2x8 		Gravity 13205 18920 19849 19657 19457
Uplift 9205 16920 18515 18515 18515
4 & 5 PLY
4 - 2x8
5 - 2x8 		Gravity 13205 18920 19849 19657 19457
Uplift 9205 16920 18515 18515 18515


Structural Notes: Wood to wood Connectors.

1) All design conforms to 2004 FBC and 2003 IBC and IRC and NDS 2001.
2) 1/4" Thick structural steel shall conform to ASTM A36 yield strength 36000psi. All bolt holes are 1 3/16" diameter.
3) All Welding shall be minimum 3/16" with E70 Electrodes and shall conform to latest AISC/AWS codes. All welds shall be fillet welds.
4) All Bolt values in wood conform to NDS 2001 for southern pine, G=0.55. Values for other species shall be adjusted as per NDS 2001. Bolts are 3/4" Diameter.
5) Bolts shall not penetrate Truss Top and bottom cords and shall only be through Truss Verticals. Bolts thru wood shall conform to section 11.1.2 of NDS 2001 and table 11 G for shear values.
6) This connector shall only be used for wood members loaded parallel to grain.
7) Steel stress is not increase by 33%.
8) Provide plywood shims to close the gap between carried truss and steel connectors to prevent bending of bolts and to get full bearing.
9) All products are painted Royal Blue for easy identification.


01/15/07

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Nu-Vue Industries, Inc. 1055 East 29th Street Hialeah, FL. 33013
Telephone: (305) 694-0397 Fax: (305) 694-0398 info@nu-vueindustries.com | Shipping | Warrenty | Shopping Cart