Nuvue Industries, Inc.

NVFUL Wood to Concrete Connectors

Code	Ply	XX (in)	Design Loads (lbs)
			2000 (PSI) Concrete		2500 (PSI) Concrete		3000 (PSI) Concrete
			Gravity	Uplift	Gravity	Uplift	Gravity	Uplift
NVFUL1	1	1 3/4"	8835	5430	9035	5430	9230	5430
NVFUL2	2	3 1/2"	8835	8835	9035	9035	9230	9230
NVFUL3	3	5 1/2"	8835	8835	9035	9035	9230	9230
NVFUL4	4	7"	8835	8835	9035	9035	9230	9230

Structural Notes: Wood to Concrete Connectors

1) All design conforms to 2004 FBC and 2003 IBC and IRC and NDS 2001.
2) Structural steel shall conform to ASTM A36, yield strength 36000 psi. 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 #000229.04 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 #00-2909.04. 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 chords and shall only be through Truss Verticals. Bolts thru wood shall conform to section 11.1.2 of NDS 2001 and table 11G 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 members and steel connectors to prevent bending of bolts.
11) All products are painted Royal Blue for easy identification.

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