Miami Dade County Approved
Testing Results
- Testing Results
- Wind Charts
| Raised Sill | ||
|---|---|---|
| Type of Test | Inward Opening Units | Outward Opening Units |
| * Air Infiltration: Protocol TAS 202-94, ft.3/min/ft. |
@ 1.57 psf (25 mph): 0.12 - 0.14 |
@ 1.57 psf (25 mph): 0.08 - 0.20 |
| @ 6.24 psf (50 mph): 0.27 - 0.32 |
@ 6.24 psf (50 mph): 0.20 - 0.37 |
|
| * Water Penetration: Protocol TAS 202-94 |
No uncontrolled water entry @ 8.25 psf (56 mph) | No uncontrolled water entry @ 8.25 psf (56 mph) |
| * Structural Load Deflection Protocol TAS 202-94: pass See design windload charts for other sized panels. Note that the structural test pressures were 50% higher than the design pressures. |
Standard Unit | Standard Unit |
| Design Pressure Positive @ 55 psf (146 mph) |
Design Pressure Positive @ 55 psf (146 mph) | |
| Design Pressure Negative @ 90 psf (188 mph) |
Design Pressure Negative @ 55 psf (146 mph) | |
| Protocol TAS 201-90 Impact Test | Pass | Pass |
| Protocol TAS 203-94 Cyclic Wind Pressure Loading | +55 / -90 psf Pass | +55 / -55 psf Pass |
| * Forced Entry Resistance | In accordance with Protocol TAS 202-94. | |
* Excerpts of results of three 12’ W x 8’3" H four panel units (2L2R, 3L1R and 4L configurations) with Raised Sill tested by Architectural Testing, Inc., Fresno, CA, an independent testing laboratory in May 2002.
| Low Profile Saddle Sill, Standard Flush Sill | ||
|---|---|---|
| Type of Test | Inward Opening Units | Outward Opening Units |
Water Penetration: Internally Tested Not applicable for |
No uncontrolled water entry @ 3.75 psf (38 mph) subject to the following adaptations in the field:
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. Note that in some applications drain connections may not be possible. |
|
| Structural Load Deflection 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. |
Standard Unit | Standard Unit |
| Design Pressure Positive @ 55 psf (146 mph) | Design Pressure Positive @ 55 psf (146 mph) | |
| Design Pressure Negative @ 90 psf (188 mph) | Design Pressure Negative @ 55 psf (146 mph) | |
| * Forced Entry Resistance | In accordance with Protocol TAS 202-94. | |
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