Greenheck 474642 EHH-601D, Flange/Sleeve Operating instructions

Type
Operating instructions
®
EHH-601D Flange/Sleeve Installation with Damper 1
®
Installation, Operation and Maintenance Manual
Please read and save these instructions for future reference. Read carefully before attempting to assemble, install,
operate or maintain the product described. Protect yourself and others by observing all safety information. Failure
to comply with these instructions will result in voiding of the product warranty and may result in personal injury
and/or property damage.
Document 474642
EHH-601D
Flange/Sleeve Installation
with VCD-40 Damper
Florida Product Approval No: FL10088
Miami-Dade NOA No.: 17-0919.05
Maximum Wind-load: 150 PSF
EHH-601D Flange/Sleeve Installation with Damper2
®
Florida Product Approval No: FL10088
Miami-Dade NOA No.: 17-0919.05
Maximum Wind-load: 150 PSF
Maximum Size and Installation Information
Model EHH-601D with VCD-40 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 with VCD-40 is qualified for installation
within concrete/masonry, steel stud, structural steel or wood framed building conditions. Model EHH-601D with VCD-40
is structurally calculated to withstand positive and negative wind-loads up to 150 PSF. The maximum single section rough
opening width is 36.538 in. The maximum single section rough opening height is 144.788 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.
Minimum Rough
Opening Size
12 in. W x 7 in. H
Maximum Single Section
Rough Opening Size
36.50 in. W x 144.50 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
EHH-601D Flange/Sleeve Installation with Damper 3
®
Florida Product Approval No: FL10088
Miami-Dade NOA No.: 17-0919.05
Maximum Wind-load: 150 PSF
Single Section
EHH-601D Flange/Sleeve Installation with Damper4
®
Florida Product Approval No: FL10088
Miami-Dade NOA No.: 17-0919.05
Maximum Wind-load: 150 PSF
Multiple Sections
Height ≤ 96 ½
EHH-601D Flange/Sleeve Installation with Damper 5
®
Florida Product Approval No: FL10088
Miami-Dade NOA No.: 17-0919.05
Maximum Wind-load: 150 PSF
Multiple Sections
Height > 96 ½ ≤ 144 ½
EHH-601D Flange/Sleeve Installation with Damper6
®
Florida Product Approval No: FL10088
Miami-Dade NOA No.: 17-0919.05
Maximum Wind-load: 150 PSF
Single Section
Structure Depth
• Min. structure depth 4 in.
• Max. structure depth 14.5 in.
EHH-601D Flange/Sleeve Installation with Damper 7
®
Florida Product Approval No: FL10088
Miami-Dade NOA No.: 17-0919.05
Maximum Wind-load: 150 PSF
Multiple Sections
Height ≤ 96 ½
Structure Depth
• Min. structure depth 4 in.
• Max. structure depth 11.5 in.
474642 • EHH-601D Flange/Sleeve Installation with Damper, Rev. 2, 12-18 Copyright 2018 © Greenheck Fan Corporation8
As a result of our commitment to continuous improvement, Greenheck reserves the right to change specifications
without notice.
Product warranties can be found online at Greenheck.com, either on the specific product page or in the literature
section of the website at Greenheck.com/Resources/Library/Literature.
®
Phone: 715.359.6171 • Fax: 715.355.2399 • Parts: 800.355.5354 • E-mail: [email protected] • Website: www.greenheck.com
Our Commitment
Florida Product Approval No: FL10088
Miami-Dade NOA No.: 17-0919.05
Maximum Wind-load: 150 PSF
Multiple Sections
Height > 96 ½ ≤ 144 ½
Structure Depth
• Min. structure depth 4 in.
• Max. structure depth 13.25 in.
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Greenheck 474642 EHH-601D, Flange/Sleeve Operating instructions

Type
Operating instructions

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