NanaWall Systems, Inc. Products - WD66

Testing Results

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Testing Results
Wind Charts

Raised Sill
Type of Test	Inward Opening Units			Outward Opening Units
* Air Infiltration: ASTM E-283, ft.³/min/ft.	@ 1.57 psf (25 mph): 0.01			@ 1.57 psf (25 mph): 0.07
* Air Infiltration: ASTM E-283, ft.³/min/ft.	@ 6.24 psf (50 mph): 0.03			@ 6.24 psf (50 mph): 0.18
* Water Penetration: ASTM E-547-86	No uncontrolled water entry @ 12 psf (68 mph)			No uncontrolled water entry @ 12 psf (68 mph)
* Structural Load Deflection ASTM E-330-90: pass See design windload charts for other sized panels. Note that the structural test pressures were 50% higher than the design pressures.	Top and Bottom Reinforced Locking Point Unit			Top and Bottom Reinforced Locking Point Unit
	Design Pressure Positive @ 35 psf (116 mph)			Design Pressure Positive @ 50 psf (140 mph)
	Design Pressure Negative @ 50 psf (140 mph)			Design Pressure Negative @ 35 psf (116 mph)
Thermal Performance: Rated, certified and labeled in accordance with NFRC 100	With 15/16" (24 mm) thick Insulated Glass: (Top Hung System)			With 15/16" (24 mm) thick Insulated Glass:
	U-Factor	SHGC	¤	U-Factor	SHGC	¤
Clear (air filled)	0.43	0.48	-	0.43	0.48	-
Low E (air filled)	0.33	0.24	1	0.33	0.24	1
Low E (argon filled)	0.31	0.38	1	0.31	0.38	1
Heat Mirror TC 88 (krypton filled)	0.23	0.31	1	0.24	0.31	1

* Forced Entry Resistance	In accordance with AAMA-1304-02 requirements.

*Excerpts of results of 9'2" W x 7'10 1/2" H three panel units with raised sill tested by Architectural Testing, Inc., Fresno, CA, an independent testing laboratory, in February 2003.

Low Profile Saddle Sill, Standard Flush Sill
Type of Test	Inward Opening Units			Outward Opening Units
Water Pentetration: ASTM E-547 Internally Tested Not applicable for standard flush sill	No uncontrolled water entry @ 3.75 psf (38 mph) subject to the following adaptions of the sill in the field by others: Remove the gaskets covering the inner channel. Drill weep holes through the bottom of this channel (about one 1" x 1/4" weep slot per panel.) Drill weep holes through the bottom of the sill or lower front face of the sill to drain water collected to a lower point (about one 1" x 1/4" weep slot per panel or equivalent circular holes). Please note that due to varying site requirements and conditions, these sills will not be prepared for drainage by NanaWall Systems, Inc. If this drainage system is desired, we recommend that a qualified professional construct this system on the project site strictly in accordance with instructions provided by NanaWall Systems, Inc. and in accordance with good waterproofing techniques. If drain connections are not made or are not possible, unit may leak with wind driven rain.
Structural Load Deflection ASTM E-330: pass per engineering letter based on raised sill testing. See design windload charts for other sized panels.* Note that the structural test pressures were 50% higher than the design pressures.	Top and Bottom Reinforced Locking Point Unit			Top and Bottom Reinforced Locking Point Unit
	Design Pressure Positive @ 35 psf (116 mph)			Design Pressure Positive @ 50 psf (140 mph)
	Design Pressure Negative @ 50 psf (140 mph)			Design Pressure Negative @ 35 psf (116 mph)
Thermal Performance: Rated, certified and labeled in accordance with NFRC 100	With 15/16" (24 mm) thick Insulated Glass: (Top Hung System)			With 15/16" (24 mm) thick Insulated Glass:
	U-Factor	SHGC	¤	U-Factor	SHGC	¤
Clear (air filled)	0.47	0.47	-	0.47	0.47	-
Low E (air filled)	0.36	0.24	2	0.36	0.24	2
Low E (argon filled)	0.34	0.38	1	0.34	0.38	1
Heat Mirror TC88 (krypton filled)	0.26	0.31	1	0.26	0.31	1
*Forced Entry Resistance	In accordance with AAMA-1304-02 requirements
Acoustic Performance	The WD66 system has been tested by an independent acoustic lab for acoustical performance. The WD66 with STC 38 laminated glass achieved STC and Rw values of 37.