NanaWall Systems, Inc. Products - WD65

Testing Results

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): 0.15 @ 6.24 psf (50 mph): 0.38		@ 1.57 psf (25 mph): 0.15 @ 6.24 psf (50 mph): 0.38
* Water Penetration: ASTM E-547-86	Pending		Pending
* 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 Design Pressure Positive @ 35 psf (116 mph) Design Pressure Negative @ 35 psf (116 mph)		Top and Bottom Reinforced Locking Point Unit Design Pressure Positive @ 35 psf (116 mph) Design Pressure Negative @ 35 psf (116 mph)
Thermal Performance: Summary of NFRC U-Factor Computer Simulation Report prepared by Architectural Testing	With 15/16" (24 mm) thick Insulated Glass:		With 15/16" (24 mm) thick Insulated Glass:
	U-Factor	Solar Heat Gain Coefficient	U-Factor	Solar Heat Gain Coefficient
Clear (air filled)	.47	.53	.47	.53
Low E (air filled)	.37	.37	.37	.37
Low E (argon filled)	.32	.36	.32	.36
1/4" Single Glazed	.86	.60	.86	.60
* Forced Entry Resistance	In accordance with AAMA-1303.5 and CAWM 300-96 requirements.
* Excerpts of results of a 10'9" W x 8'2" H three panel unit with Raised Sill tested by Architectural Testing, Inc., Fresno, CA, an independenttestinglaboratory in February 2000.

Low Profile Saddle Sill, Standard Flush Sill
Type of Test	Inward Opening Units		Outward Opening Units
Water Penetration: ASTM E-547-86 Internally Tested Not applicable for standard flush sill	No uncontrolled water entry @ 6.0 psf (48 mph) subject to the following adaptations 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 hole 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 hole per panel.) Please note that due to varying site requirements and conditions, these sills will not be prepared for drainage by Nana Wall 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 Nana Wall 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-330-90: 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 Design Pressure Positive @ 35 psf (116 mph) Design Pressure Negative @ 35 psf (116 mph)		Top and Bottom Reinforced Locking Point Unit Design Pressure Positive @ 35 psf (116 mph) Design Pressure Negative @ 35 psf (116 mph)
Thermal Performance: Summary of NFRC U-Factor Computer Simulation Report prepared by Architectural Testing	With 15/16" (24 mm) Insulated Glass:		With 15/16" (24 mm) Insulated Glass:
	U-Factor	Solar Heat Gain Coefficient	U-Factor	Solar Heat Gain Coefficient
Clear (air filled)	.47	.53	.47	.53
Low E (air filled)	.37	.37	.37	.37
Low E (argon filled)	.32	.36	.32	.36
1/4" Single Glazed	.86	.60	.86	.60
* Forced Entry Resistance	In accordance with AAMA-1303.5 and CAWM 300-96 requirements.
Acoustic Performance	The WD65 system has been tested by an independent acoustic lab for acoustical performance. The WD65 with STC 38 laminated glass achieved STC and Rw values of 36.