Greenheck EHH-601D with VCD-40 Installation Manual

Miami-Dade Qualifi ed
Wind-Driven Rain Louver
Application and Design
EHH-601D is an extruded aluminum stationary louver designed to protect air intake and exhaust openings in building exteriors specifically for applications requiring extremely high structural design loadings. Meets the performance requirements established by the Florida Building Code and Miami-Dade County. Tested in accordance with and passes TAS 201 (Large Missile Impact), TAS 202 (Uniform Static Air Pressure), TAS 203 (Cyclic Wind Loading) and with optiononal VCD-40 damper, TAS 100A (Wind-Driven Rain). EHH-601D 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 with optional VCD-40 damper. Qualified for installation within concrete/ masonry, steel stud, structural steel or wood framed building conditions.
Standard Construction
Frame . . . . . . . . .Heavy gauge extruded 6063-T5
aluminum, 6 in. x 0.081 in. nominal wall thickness, front 1.5 in. fl ange
Blades . . . . . . . . .Horizontal rain resistant style, heavy gauge
extruded 6063-T5 aluminum, 0.081 in. nominal wall thickness, positioned on approximately 2 in. blade spacing
Construction . . . .Welded & Mechanically Fastened
Birdscreen . . . . . .3/4 in. x 0.051 in. fl attened expanded
aluminum in removable frame, inside mount (rear), mill fi nish only
Finish . . . . . . . . . .Mill
Mounting Sleeve .Heavy gauge aluminum with front fl ange
and rear aluminum angles, mill fi nish only
Minimum Rough Opening Size . . .12 in. W x 7 in. H
Maximum Rough Opening Size . . .1,000 in. W x 144.788 in. H
Maximum Single Section Rough Opening Size . . .72.538 in. W x 144.788 in. H
Options (at additional cost)
• A variety of bird and insect screens
• Blank-off panel
• Filter rack
• Security bars
• A variety of architectural finishes including: Clear anodize Integral color anodize Baked enamel Kynar
EHH-601D
Florida Product Approval No: FL10088
Miami-Dade NOA No.: 08-0229.06
Maximum Wind-load: 150 PSF
AIR MOVEMENT AND CONTROL ASSOCIATION INTERNATIONAL, INC.
Optional factory attached VCD-40 damper
• 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 fi nish only
Minimum Rough Opening Size . . .12 in. W x 13.125 in. H
Maximum Rough Opening Size . . .1,000 in. W x 144.788 in. H
Maximum Single Section Rough Opening Size . . .36.538 in. W x 144.788 in. H
WATER
PENETRATION
AIR
PERFORMANCE
WIND
DRIVEN RAIN
®
EHH-601DPERFORMANCE DATA
C
O
I
Florida Product Approval No: FL10088
Miami-Dade NOA No.: 08-0229.06
Wind-Driven Rain Performance
75 mm/h (3 in./hr) Rainfall &
13 m/s (29 mph) Wind Velocity
Free Area
Velocity
Ventilation Air
Core Velocity
Water
Penetration
202 mm/h (8 in./hr) Rainfall &
22 m/s (50 mph) Wind Velocity
Free Area
Velocity
Ventilation Air
Core Velocity
Water
Penetration
(fpm) (m/s) (fpm) (m/s) Class Effective (fpm) (m/s) (fpm) (m/s) Class Effective
0000 0000
179 0.9 98 0.5 179 0.9 98 1.0
359 1.8 197 1.0 359 1.8 197 1.5
538 2.7 295 1.5 538 2.7 295 2.0
718 3.6 394 2.0 718 3.6 394 2.5
897 4.6 492 2.5 864 4.4 474 2.4 99.5 A
1077 5.5 591 3.0 1033 5.2 567 2.9 99.6 A
1217 6.2 668 3.4 A 100.0 1232 6.3 676 3.4 99.2 A
1391 7.1 763 3.9 A 99.8 1394 7.1 765 3.9 98.5 B
1527 7.8 838 4.3 B 98.1 1567 8.0 860 4.4 95.6 B
1801 9.1 988 5.0 B 95.4 1744 8.9 957 4.9 88.7 C
Discharge Loss Coeffi cient Class (Intake) = 2
Weather louvers shall be classified by their ability to reject simulated rain. The table shows different classifications based on the maximum simulated rain penetration per square meter (square feet) of louver. Water penetration rating at a given louver face velocity is determined by the water penetration while the louver is subjected to a selected simulated rainfall rate and wind velocity.
Discharge Loss Coeffi cient Classifi cations
1 0.4 and Above Class Effectiveness
2 0.3 to 0.399 A 1 to 0.99
3 0.2 to 0.299 B 0.989 to 0.95
4 0.199 and Below C 0.949 to 0.80
WATER
PENETRATI
AIR
PERFORMAN
WIND
DRIVEN RA
AIR MOVEMENT AND CONTROL ASSOCIATION INTERNATIONAL, INC.
®
penetration, and wind-driven rain ratings.
Maximum Wind-load: 150 PSF
Wind-driven Rain
Penetration ClassesClass Discharge Loss Coeffi cient
D Below 0.80
Greenheck Fan Corporation certifies
that the EHH-601D 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
Airflow Resistance (Standard Air - .075 lb/ft
Pa
in. wg
1
0.9
200
100
90
80
70
60
50
40
30
20
Static Pressure Drop
10
9
8
7
6
5
ft/min
m/s
Test Size 48 in. x 48 in.
0.8
Standard Air - .075 lb/ft
0.7
0.6
0.5
0.4
0.3
0.2
0.1
0.09
0.08
0.07
0.06
0.05
0.04
0.03
0.02
200200 300 400 500 600 700 800 900 1000 2000 3000
3
Exhaust
Intake
2345678910
3
)
Free Air Velocity
Model EHH-601D 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.
Water Penetration
Test Size 48 in. x 48 in. Test Duration of 15 min
ml/m2
oz/ft2
0.30
Test Size 48 in. x 48 in.
80
0.25
0.20
60
0.15
40
0.10
20
0.05
Water Penetration per Unit Free Area
0.00
0
ft/min:
m/s:
The AMCA Water Penetration 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 EHH-601D 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.
Test Period 15 minutes
Standard Air - .075 lb/ft
1100 1150 1200 1250 1300
6.5 7.0 7.5
3
Free Area Velocity
EHH-601DPERFORMANCE DATA
Florida Product Approval No: FL10088
Free Area Chart
Louver Height Inches
102 3.65 5.95 8.26 10.56 12.87 15.17 17.47 19.20 21.51 23.81 26.12 28.42 30.73 33.03 35.33 37.06 39.37 41.67 43.98
108 3.81 6.21 8.62 11.02 13.43 15.83 18.24 20.04 22.44 24.85 27.25 29.66 32.06 34.47 36.87 38.68 41.08 43.49 45.89
114 4.05 6.60 9.16 11.71 14.27 16.82 19.38 21.29 23.85 26.40 28.96 31.51 34.07 36.62 39.18 41.10 43.65 46.21 48.76
120 4.28 6.99 9.70 12.40 15.11 17.81 20.52 22.55 25.25 27.96 30.66 33.37 36.08 38.78 41.49 43.52 46.22 48.93 51.63
12 18 24 30 36 42 48 54 60 66 72 78 84 90 96 102 108 114 120
7 0.07 0.12 0.17 0.21 0.26 0.31 0.36 0.39 0.44 0.48 0.53 0.58 0.63 0.67 0.72 0.75 0.80 0.85 0.89
12 0.23 0.38 0.53 0.67 0.82 0.97 1.12 1.23 1.37 1.52 1.67 1.82 1.96 2.11 2.26 2.37 2.51 2.66 2.81
18 0.47 0.77 1.07 1.36 1.66 1.96 2.26 2.48 2.78 3.08 3.37 3.67 3.97 4.27 4.56 4.79 5.09 5.38 5.68
24 0.71 1.16 1.61 2.05 2.50 2.95 3.40 3.74 4.18 4.63 5.08 5.53 5.98 6.42 6.87 7.21 7.66 8.11 8.55
30 0.95 1.55 2.15 2.74 3.34 3.94 4.54 4.99 5.59 6.19 6.79 7.38 7.98 8.58 9.18 9.63 10.23 10.83 11.43
36 1.11 1.81 2.50 3.20 3.90 4.60 5.30 5.83 6.52 7.22 7.92 8.62 9.32 10.02 10.72 11.24 11.94 12.64 13.34
42 1.35 2.19 3.04 3.89 4.74 5.59 6.44 7.08 7.93 8.78 9.63 10.48 11.33 12.18 13.03 13.66 14.51 15.36 16.21
48 1.58 2.58 3.58 4.58 5.58 6.58 7.58 8.33 9.33 10.33 11.33 12.33 13.33 14.33 15.33 16.08 17.08 18.08 19.08
54 1.82 2.97 4.12 5.27 6.42 7.57 8.72 9.59 10.74 11.89 13.04 14.19 15.34 16.49 17.64 18.50 19.66 20.81 21.96
60 2.06 3.36 4.66 5.96 7.26 8.57 9.87 10.84 12.14 13.44 14.75 16.05 17.35 18.65 19.95 20.93 22.23 23.53 24.83
66 2.30 3.75 5.20 6.65 8.10 9.56 11.01 12.10 13.55 15.00 16.45 17.90 19.35 20.81 22.26 23.35 24.80 26.25 27.70
72 2.46 4.01 5.56 7.11 8.66 10.22 11.77 12.93 14.48 16.04 17.59 19.14 20.69 22.24 23.80 24.96 26.51 28.06 29.61
78 2.70 4.40 6.10 7.80 9.50 11.21 12.91 14.19 15.89 17.59 19.29 21.00 22.70 24.40 26.10 27.38 29.08 30.78 32.49
84 2.93 4.79 6.64 8.49 10.35 12.20 14.05 15.44 17.29 19.15 21.00 22.85 24.71 26.56 28.41 29.80 31.65 33.51 35.36
90 3.17 5.18 7.18 9.18 11.19 13.19 15.19 16.69 18.70 20.70 22.70 24.71 26.71 28.72 30.72 32.22 34.22 36.23 38.23
96 3.41 5.56 7.72 9.87 12.03 14.18 16.33 17.95 20.10 22.26 24.41 26.56 28.72 30.87 33.03 34.64 36.80 38.95 41.10
Louver Width in Inches
Miami-Dade NOA No.: 08-0229.06
Maximum Wind-load: 150 PSF
Core Area Chart
Louver Height Inches
102 6.47 10.55 14.63 18.72 22.80 26.88 30.97 35.05 39.13 43.22 47.30 51.38 55.47 59.55 63.63 67.72 71.80 75.88 79.97
108 6.86 11.19 15.53 19.86 24.19 28.53 32.86 37.19 41.53 45.86 50.19 54.53 58.86 63.19 67.53 71.86 76.19 80.53 84.86
114 7.26 11.84 16.42 21.01 25.59 30.17 34.76 39.34 43.92 48.51 53.09 57.67 62.26 66.84 71.42 76.01 80.59 85.17 89.76
120 7.65 12.49 17.32 22.15 26.99 31.82 36.65 41.49 46.32 51.15 55.99 60.82 65.65 70.49 75.32 80.15 84.99 89.82 94.65
12 18 24 30 36 42 48 54 60 66 72 78 84 90 96 102 108 114 120
7 0.20 0.32 0.45 0.57 0.70 0.82 0.95 1.07 1.20 1.32 1.45 1.57 1.70 1.82 1.95 2.07 2.20 2.32 2.45
12 0.53 0.86 1.19 1.53 1.86 2.19 2.53 2.86 3.19 3.53 3.86 4.19 4.53 4.86 5.19 5.53 5.86 6.19 6.53
18 0.92 1.51 2.09 2.67 3.26 3.84 4.42 5.01 5.59 6.17 6.76 7.34 7.92 8.51 9.09 9.67 10.26 10.84 11.42
24 1.32 2.15 2.99 3.82 4.65 5.49 6.32 7.15 7.99 8.82 9.65 10.49 11.32 12.15 12.99 13.82 14.65 15.49 16.32
30 1.72 2.80 3.88 4.97 6.05 7.13 8.22 9.30 10.38 11.47 12.55 13.63 14.72 15.80 16.88 17.97 19.05 20.13 21.22
36 2.11 3.44 4.78 6.11 7.44 8.78 10.11 11.44 12.78 14.11 15.44 16.78 18.11 19.44 20.78 22.11 23.44 24.78 26.11
42 2.51 4.09 5.67 7.26 8.84 10.42 12.01 13.59 15.17 16.76 18.34 19.92 21.51 23.09 24.67 26.26 27.84 29.42 31.01
48 2.90 4.74 6.57 8.40 10.24 12.07 13.90 15.74 17.57 19.40 21.24 23.07 24.90 26.74 28.57 30.40 32.24 34.07 35.90
54 3.30 5.38 7.47 9.55 11.63 13.72 15.80 17.88 19.97 22.05 24.13 26.22 28.30 30.38 32.47 34.55 36.63 38.72 40.80
60 3.69 6.03 8.36 10.69 13.03 15.36 17.69 20.03 22.36 24.69 27.03 29.36 31.69 34.03 36.36 38.69 41.03 43.36 45.69
66 4.09 6.67 9.26 11.84 14.42 17.01 19.59 22.17 24.76 27.34 29.92 32.51 35.09 37.67 40.26 42.84 45.42 48.01 50.59
72 4.49 7.32 10.15 12.99 15.82 18.65 21.49 24.32 27.15 29.99 32.82 35.65 38.49 41.32 44.15 46.99 49.82 52.65 55.49
78 4.88 7.97 11.05 14.13 17.22 20.30 23.38 26.47 29.55 32.63 35.72 38.80 41.88 44.97 48.05 51.13 54.22 57.30 60.38
84 5.28 8.61 11.94 15.28 18.61 21.94 25.28 28.61 31.94 35.28 38.61 41.94 45.28 48.61 51.94 55.28 58.61 61.94 65.28
90 5.67 9.26 12.84 16.42 20.01 23.59 27.17 30.76 34.34 37.92 41.51 45.09 48.67 52.26 55.84 59.42 63.01 66.59 70.17
96 6.07 9.90 13.74 17.57 21.40 25.24 29.07 32.90 36.74 40.57 44.40 48.24 52.07 55.90 59.74 63.57 67.40 71.24 75.07
Louver Width in Inches
EHH-601DINSTALLATION DETAILS
Florida Product Approval No: FL10088
Miami-Dade NOA No.: 08-0229.06
Maximum Size and Installation Information
Model EHH-601D is a Miami-Dade Qualified and Florida Product Approved louver and must be installed in accordance with the installation instructions shown herein. Model EHH-601D is qualified for installation within concrete/masonry, steel stud, structural steel or wood framed building conditions. Model EHH-601D is structurally calculated to withstand positive and negative wind-loads up to 150 PSF. The maximum single section rough opening width is 72.538 in. The maximum single section rough opening height is 144.813 in. While the maximum rough opening height is limited to 144.788 in., the rough opening width is limited to 1,000 in. as multiple sections may be installed side by side in accordance with installation instructions.
Maximum Wind-load: 150 PSF
Minimum Rough
Opening Size
12 in. W x 7 in. H
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. 0.25 in. thick FY= 36 KSI
• All concrete substrate shall be min. 3000 PSI
• Concrete masonry shall be ASTM C90, Type II, 2000 PSI, grout-filled
Maximum Single Section
Rough Opening Size
72.538 in. W x 144.788 in. H
EHH-601DPRODUCT DETAILS
Florida Product Approval No: FL10088
Miami-Dade NOA No.: 08-0229.06
Maximum Wind-load: 150 PSF
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