EHH-601D. Miami-Dade Qualified Wind-Driven Rain Louver
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1 Application and Design is a Florida Product Approved and Miami-Dade Qualified stationary horizontal blade wind driven rain extruded aluminum louver designed to protect air intake and exhaust openings in building exterior walls. is tested in accordance with AMCA 500-L Air Performance, and Wind Driven Rain. is tested in accordance with AMCA 540 Test Method for Louvers Impacted by Wind Borne Debris (Basic Protection, Missile Level D and Enhanced Protection, Missile Level E). When combined with the optional factory attached VCD-40 damper in the closed position is tested in accordance with AMCA 550 High Velocity Wind Driven Rain. is licensed to bear the AMCA seal allowing design professionals to select and apply with confidence. is tested and qualified per the following Florida test protocols: TAS 201 (Large Missile Impact), TAS 202 (Uniform Static Air Pressure), TAS 203 (Cyclic Wind Loading) and, when combined with the optional factory attached VCD-40 damper in the closed position, TAS 100A (Wind Driven Rain). Per Miami-Dade may be installed in locations where the space behind the louver is designed to accept water penetration and houses water resistant/water proof equipment, components or supplies unless when combined with the optional factory attached VCD-40 damper in the closed position. Standard Construction Frame Heavy gauge extruded 6063-T5 aluminum, 6 in. x in. nominal wall thickness, front 1.5 in. flange (optional on channel frame installation) Blades Horizontal rain resistant style, heavy gauge extruded 6063-T5 aluminum, in. nominal wall thickness, positioned on approximately 2 in. blade spacing Construction Welded & Mechanically Fastened Birdscreen /4 in. x in. flattened expanded aluminum in removable frame, inside mount (rear), mill finish only Finish Mill Mounting Sleeve... Heavy gauge aluminum with front flange and rear aluminum angles, mill finish only Minimum Rough Opening Size in. W x 7 in. H Flange/Sleeve.... 1,000 in. W x in. H Channel Frame.... 1,000 in. W x in. H Maximum Single Section Rough Opening Size Flange/Sleeve in. W x in. H Maximum Single Section Rough Opening Size Channel Frame in. W x in. H Options (at additional cost) A variety of bird and insect screens Flange Frame () Blank-off panel Filter rack Security bars A variety of architectural finishes including: Clear anodize Integral color anodize Baked enamel Kynar Miami-Dade Qualified Wind-Driven Rain Louver Optional factory attached VCD-40 damper (complies with Miami-Dade TAS-100A) May be installed in locations up to 33 ft. above grade where the space behind the louver is not designed to accept water penetration and houses non-water resistant/water proof equipment, components or supplies. Parallel blade action Plated steel blade linkage Silicone blade seals Stainless steel compression jamb seals ½ in. diameter plated steel axles Synthetic (acetal) sleeve bearings Manual quadrant actuator (in airstream) Mill finish only Minimum Rough Opening Size...12 in. W x in. H Flange/Sleeve...1,000 in. W x in. H Channel Frame...1,000 in. W x in. H Maximum Single Section Rough Opening SizeFlange/Sleeve in. W x in. H Maximum Single Section Rough Opening Size Channel Frame in. W x in. H 1Operable damper blades on optional VCD-40 damper in the closed position.
2 PERFORMANCE DATA Test Size 48 in. x 48 in. Test Duration of 15 min Greenheck Fan Corporation certifies that the louvers shown herein are licensed to bear the AMCA Seal. The ratings shown are based on tests and procedures performed in accordance with AMCA Publication 511 and comply with the requirements of the AMCA Certified Ratings Program. The AMCA Certified Ratings Seal applies to air performance, water penetration, and wind-driven rain ratings. Without factory attached VCD-40 damper With factory attached VCD-40 damper in the closed position The AMCA Test provides a method for comparing various louver models and designs as to their efficiency in resisting the penetration of rainfall under specific laboratory test conditions. The beginning point of water penetration is defined as that velocity where the water penetration curve projects through 0.01 oz. of water (penetration) per sq. ft. of louver free area. *The beginning point of water penetration for Model is above 1250 fpm free area velocity. These performance ratings do not guarantee a louver to be weather-proof or stormproof and should be used in combination with other factors including good engineering judgement in selecting louvers. Airflow Resistance (Standard Air lb/ft 3 ) Greenheck Fan Corporation certifies that the louvers shown herein are approved to bear the AMCA Listing Label. The Ratings shown are based on tests and procedures performaned in accordance with AMCA Publications and comply with the requirements of the AMCA Listing Label Program. The AMCA Listing Label applies to Wind Borne Debris Impact Resistant and High Velocity Wind Driven Rain Resistant Louvers (with the optional VCD-40 damper in the closed position). Discharge Loss Coefficient Classifications Class Discharge Loss Coefficient Wind-driven Rain Penetration Classes and Above Class Effectiveness to A 1 to to B to and Below C to 0.80 Wind-Driven Rain Performance 75mm/h (3 in/hr) Rainfall & 13 m/s (29 mph) Wind Velocity 200mm/h (8 in/hr) Rainfall & 22 m/s (50 mph) Wind Velocity D Below 0.80 Ventilation Air Core Velocity Free Area Velocity Effectiveness % Water Penetration Classification Ventilation Air Core Velocity Free Area Velocity Effectiveness % Water Penetration Classification 0.0 (0) 0.0 (0) A 0.0 (0) 0.0 (0) A 0.5 (98) 0.9 (181) A 0.5 (100) 0.9 (185) 99.2 A 1.0 (197) 1.9 (365) A 1.0 (194) 1.8 (359) 99.2 A 1.5 (295) 2.8 (546) A 1.5 (291) 2.7 (539) 99.2 A 1.9 (376) 3.5 (696) 99.9 A 2.0 (401) 3.8 (742) 98.6 B 2.4 (472) 4.4 (874) 99.7 A 2.6 (505) 4.7 (935) 98.2 B 2.9 (579) 5.4 (1072) 99.0 A 2.9 (573) 5.4 (1061) 97.9 B 3.5 (684) 6.4 (1266) 98.9 B 3.5 (687) 6.5 (1272) 96.3 B 3.9 (769) 7.2 (1423) 98.2 B 4.0 (779) 7.3 (1442) 92.7 C 4.4 (868) 8.2 (1607) 90.2 C 4.4 (874) 8.2 (1618) 86.8 C Model resistance to airflow (pressure drop) varies depending on louver application (air intake or air exhaust). Free area velocities (shown) are higher than average velocity through the overall louver size. See louver selection information. (Test Figure ) 5.0 (993) 9.3 (1838) 80.6 C 4.9 (962) 9.0 (1781) 81.2 C Discharge Loss Coefficient Class (Intake) = 2 Weather louvers are classified by their ability to reject simulated rain based on the amount of water penetration per square meter (square foot) of louver core area while the louver is subjected to a selected rainfall rate, wind velocity, and intake core velocity. Ratings include the effect of a sill pan. Note: AMCA licensed performance data shown herein pertains only to the louver and does not include effects of the factory attached VCD-40 damper. AMCA 550 Listing shown herein pertains only to the louver with factory attached VCD-40 damper.
3 PERFORMANCE DATA Free Area Chart (sq. ft.) Louver Height Inches Louver Width in Inches Core Area Chart (sq. ft.) Louver Height Inches Louver Width in Inches
4 OPTION DRAWINGS Min. structure depth 4 in. Max. structure depth 10.5 in. (12 in. sleeve) Max. structure depth 14.5 in. (16 in. sleeve) Reference the Installation, Operations and Maintenance Instructions (IOM) QUALIFIED SHAPES Only available without damper Only available in single section configurations Anodize finish is not available AMCA license performance data is void Round Round Top Half Round Cathedral 1/4 Round Triangle Slope Top Pyramid House Diamond
5 OPTION DRAWINGS with VCD-40 with VCD-40 Damper Min. structure depth 4 in. Max. structure depth 14.5 in. with VCD-40 Damper Reference the Installation, Operations and Maintenance Instructions (IOM) Building Condition/Substrate Limitations All wood substrate shall be G= 0.55 density or better All metal stud substrate should be min. 16 Ga. FY= 50 KSI All structural steel substrate shall be min in. thick FY= 36 KSI All concrete substrate shall be min PSI Concrete masonry shall be ASTM C90, Type II, 2000 PSI, grout-filled Channel Installation All metal stud substrate should be min. 10 Ga. FY= 36 KSI All structural steel substrate shall be min in. thick FY= 36 KSI All concrete substrate shall be min PSI (2000 PSI allowed with SDR) Concrete masonry shall be ASTM C90, Type II, 2000 PSI, grout-filled For additional information, including multiple section installation details, reference the Installation, Operation and Maintenance (IOM) manuals. December 2017 Copyright 2017 Greenheck Fan Corporation Greenheck Fan Corporation reserves the right to make product changes without notice.
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