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| 10093.1 |
K6746MD Hurricane Louver |
6" Deep Horizontal Blade Louver, Extruded Aluminum, Impact & Pressure Resistant |
Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +150/-150 Other: Max +/- Design Pressure (ASD) per Panel Size: 150=43x144, 130=49.5x144, 105=61.5x144, 90=72x144. With 0.125 Blade, Rated to AMCA 540 Enhanced Protection Missile Impact Level E (80 fps) w/o TAS 203 Cyclic. With 0.08 Blade, Rated to TAS 201 Basic Missile Impact Level D (50fps) with TAS 203 Cyclic. Louver w/o VCD-40 Damper is Not Rated to AMCA 550 (See FL10093.2). Channel Frame: Cracked Concrete, Grout Filled CMU, Steel & Wood. Flanged & Sleeved Frame: All Substrates via Anchorless Flange. |
Installation Instructions FL10093_R10_II_10093 K6746MD PE Eval Report 11-15-2024.pdf Verified By: Wayne K Helmila 59092 Created by Independent Third Party: No Evaluation Reports FL10093_R10_AE_10093 K6746MD PE Eval Report 11-15-2024.pdf Created by Independent Third Party: Yes |
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| 10093.2 |
K6746MD Hurricane Louver with VCD-40 Damper |
6" Deep Horizontal Blade Louver with VCD-40 Damper, Extruded Aluminum, High Velocity Wind Driven Rain Resistant, Impact & Pressure Resistant |
Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +150/-150 Other: Max +/- Design Pressure (ASD) per Panel Size: 150=43x144, 130=49.5x144, 105=61.5x144, 90=72x144. With 0.125 Blade, Rated to AMCA 540 Enhanced Protection Missile Impact Level E (80 fps) w/o TAS 203 Cyclic. With 0.08 Blade, Rated to TAS 201 Basic Missile Impact Level D (50 fps) with TAS 203 Cyclic. Passed AMCA 550-15 (Rev 9-18) with Fully Closed VCD-40 Damper. Channel Frame: Cracked Concrete, Grout Filled CMU, Steel & Wood. Flanged & Sleeved Frame: All Substrates via Anchorless Flange. |
Installation Instructions FL10093_R10_II_10093 K6746MD PE Eval Report 11-15-2024.pdf Verified By: Wayne K Helmila 59092 Created by Independent Third Party: No Evaluation Reports FL10093_R10_AE_10093 K6746MD PE Eval Report 11-15-2024.pdf Created by Independent Third Party: Yes |
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| 10093.3 |
SCH601MD Hurricane Louver |
6" Deep Horizontal Blade Louver, Extruded Aluminum, Impact & Pressure Resistant |
Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +150/-150 Other: Max +/- Design Pressure (ASD) per Panel Size: 150 = 43x144, 130 = 49.5x144, 105 = 61.5x144, 90 = 72x144. Rated to AMCA 540 Enhanced Protection Missile Impact Level E (80 fps) w/o TAS 203 Cyclic. Rated to TAS 201 Basic Missile Impact Level D (50 fps) with TAS 203 Cyclic. Louver w/o VCD-40 Damper is Not Rated to AMCA 550 (See FL10093.4). Channel Frame Substrates: Cracked Concrete, Grout Filled CMU, Steel & Wood. Flanged & Sleeved Frame Substrates: All Types via Anchorless Flange Capture. |
Installation Instructions FL10093_R10_II_10093 SCH601MD PE Eval Report 11-15-2024.pdf Verified By: Wayne K Helmila 59092 Created by Independent Third Party: No Evaluation Reports FL10093_R10_AE_10093 SCH601MD PE Eval Report 11-15-2024.pdf Created by Independent Third Party: Yes |
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| 10093.4 |
SCH601MD/VCD-40 Hurricane Louver/Damper |
6" Deep Horizontal Blade Louver with VCD-40 Damper, Extruded Aluminum, High Velocity Wind Driven Rain Resistant, Impact & Pressure Resistant |
Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +150/-150 Other: Max +/- Design Pressure (ASD) per Panel Size: 150 = 43x144, 130 = 49.5x144, 105 = 61.5x144, 90 = 72x144. Rated to AMCA 540 Enhanced Protection Missile Impact Level E (80 fps) w/o TAS 203 Cyclic. Rated to TAS 201 Basic Missile Impact Level D (50 fps) with TAS 203 Cyclic. Passed AMCA 550-22 with Fully Closed VCD-40 Damper. Channel Frame Substrates: Cracked Concrete, Grout Filled CMU, Steel & Wood. Flanged & Sleeved Frame Substrates: All Types via Anchorless Flange Capture. |
Installation Instructions FL10093_R10_II_10093 SCH601MD PE Eval Report 11-15-2024.pdf Verified By: Wayne K Helmila 59092 Created by Independent Third Party: No Evaluation Reports FL10093_R10_AE_10093 SCH601MD PE Eval Report 11-15-2024.pdf Created by Independent Third Party: Yes |