Nuvue Industries, Inc.

Wood to Concrete Truss Hangers NVFHE

Concrete Strength (psi)	ALLOWABLE LOADS (LBS.) (Power Fasteners)
	Carried Truss	12" HIGH					16" HIGH
	Carried Truss	1 Ply NVFHE1A	2 Ply NVFHE2A	3 Ply NVFHE3A	4 Ply NVFHE4A	5 Ply NVFHE5A	1 Ply NVFHE1B	2 Ply NVFHE2B	3 Ply NVFHE3B	4 Ply NVFHE4B	5 Ply NVFHE5B
2000	Gravity & Uplift	4015	4015	4780	7600	8030	6300	6300	6300	9300	11760
2500	Gravity & Uplift	4075	4075	4850	7715	8150	6436	6736	6736	9460	11955
3000	Gravity & Uplift	4135	4136	4920	7830	8270	6572	6572	6572	9620	12150

Carried Truss	A (in)	B(in)
3A	1 1/4"	3
4A, 4B	1 1/8"	4 3/4"
5A, 5B	1 1/4"	6

Ply	X(in)
1	1 3/4"
2	3 1/2"
3	5 1/2"
4	7
5	8 1/2"

Structural Notes: Wood to concrete and Wood to Wood connectors

1. All designs conforms to 2004 FBC and 2003 IBC and and NDS 2001.
2. 1/4" thick structural steel shall conform to ASTM A36 yield strength 36000psi. All Bolt holes are 13/16" 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 power fasteners wedge bolt anchors shall be per Miami-Dade NOA 00-0209.04 issued May 1, 2003. Minimum anchor diameter is 3/4" and anchor embedment shall be 6".
5. Uplift values in concrete shown are reduced for bolt spacing and edge distance per NOA# 00-0209.04. Power Fasteners are used without 33% increase in allowable Values.
6. 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.
7. 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.
8. This connector shall only be used for wood members loaded parallel to grain.
9. Steel stress is not increased by 33%.
10. Provide plywood shims to close the gap between carried truss and steel connectors to prevent bending of bolts.
11. All products are painted Royal Blue for easy Identification.

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