Recommended Specifications
for SOUNDSCREEN® Acoustical Panel Systems—Industrial
General
Double-wall (insulated) acoustical enclosures shall be provided as specified on drawings. All panels and components shall be prefabricated and supplied by a nationally-recognized manufacturer with published standards of construction, assembly, and technical performance. The manufacturer shall have produced a standardized, prefabricated panel system for at least 10 years. Construction and performance of the installed system and components shall conform to all specifications listed in this document.
Joint Construction
Enclosure panels shall have either a snap-lock joint construction or a tongue-and-groove joint construction. Panels with snap-lock joint construction shall be such that adjacent panels are held together rigidly with an integral, continuous self-locking joint on both inside and outside panel surfaces. Panels with tongue-and-groove joint construction will be held together with fasteners such as screws. Neither panel types should require H-connecotrs, tape, or any other type of additional connectors.
Panel Construction
1. All enclosure panels shall be 2 or 4 inches thick, as noted on the drawings, with a solid galvanized steel exterior shell, and a solid or perforated interior galvanized steel shell as noted on the drawings.
2. The outer and inner shells shall be tack or spot welded to perimeter and internal longitudinal steel channels and box-end internal closures, in such a manner and spacing that the panel assembly will not fail at the maximum operating loads specified in Structural Performance.
3. The outer shell shall be constructed of galvanized steel with a minimum 18-gauge thickness.
4. The inner shell shall be constructed of galvanized steel (solid or perforated) with a minimum 22-gauge thickness.
5. Perforated material shall have a 23 percent open area.
6. All perimeter and internal longitudinal steel channel members shall be constructed of ASTM Type A-653 commercial-quality galvanized steel with a minimum 18-gauge thickness.
7. All steel panel surfaces, internal channels, and trim items shall be fabricated from zinc-coated steel with a dipped galvanized coating (minimum G-60 coating with class as determined by ASTM A-924) and shall meet all requirements of ASTM A-653 for commercial-quality galvanized carbon steel.
8. Each enclosure panel shall be completely filled with acoustical/thermal insulating material that is noncombustible, inert, mildew-resistant, and vermin-proof. Insulation shall not settle within the enclosure panel. No insulating materials shall be used that have a flame spread greater than 25 or a smoke developed greater than 50.
Components and Installation
1. All base channels shall be installed on a level concrete curb, the dimensions of which shall be determined from plan-view shop drawings of the system provided by the system manufacturer. Spacing of base channel attachments shall be as outlined in the manufacturer's standard details of assembly.
2. All assembly trim items shall be constructed of hot-dipped galvanized steel (minimum 18-gauge thickness) and furnished in standard lengths to be field cut to the required dimensions. Spacing of sheet metal screws, application of duct sealant, and positioning of trim shall be in accordance with the manufacturer's published erection and installation details.
3. For enclosures to be installed outdoors, joints and trim shall be sealed with UNI-WEATHER solvent-based duct sealant that is a neoprene-phenolic mastic formulated to withstand temperatures from -20°F to +300°F. Sealant shall be formulated such that surface preparation of solvent cleaning is not necessary. Sealant shall have a UL Classification marking with a flame spread of 5 and smoke developed of 0 when applied to 18-gauge galvanized steel and a flame spread of 5 and smoke developed of 5 when applied to inorganic reinforced cement board, both at a coverage of 53 square feet per gallon. Sealant shall exceed 1,000 hours under ASTM-D572 test conditions (oxygen bomb) without becoming brittle and 500 hours in QUV accelerated-exterior-aging apparatus without degradation (under ASTM-C732 test conditions).
4. Acoustical personnel access doors shall be provided where specified on drawings and shall be 24 inches wide by 60 inches high unless otherwise indicated. All doors shall be the same nominal thickness as the adjacent panels. All access door panels and doors shall be constructed with an 18-gauge solid inner and outer shell. Each door shall have a minimum of two ball-bearing hinges and two wedge-lever door latches or panic/passage hardware. Doors shall seat against neoprene gasket materials, installed around the entire perimeter of the door frame in such a manner that door operation will provide direct compression with no sliding action between the door and gasket.
5. Where shown on drawings, acoustical doors shall be furnished with windows, which are composed of double-glazed layers of wire-reinforced tempered glass, separated by an air space, and sealed against acoustical and air leakage by interior and exterior rubber seals. Windows shall be 12 inches wide by 12 inches high unless otherwise indicated.
Structural Performance
1. The entire enclosure shall be designed by the manufacturer to be self supporting. Where roof spans and wall loadings require additional structural strength, it shall be provided by heavier panel skins, additional internal longitudinal reinforcing members, or additional structural members and necessary supporting pipe columns.
2. Under the conditions specified in the previous section, the assembled structure shall not exhibit any panel joint deflections in excess of L/200, where L is the unsupported span length of any panel section within the completed enclosure.
Acoustical Performance
1. The manufacturer shall provide certified testing data obtained from an acoustical laboratory, listing sound absorption and transmission loss characteristics of the enclosure. When requested by the engineer, the manufacturer shall arrange to have a copy of all pertinent acoustical laboratory reports forwarded directly from the laboratory to the engineer.
2. When tested according to ANSI/ASTM C423 or a subsequent version of the standard, the enclosure shall have minimum sound absorption coefficients, as shown in the table below, in the 1/3 octave band center frequencies. The coefficients used shall be those reported by the acoustical laboratory.
Sound Absorption Coefficients
Octave Band (Hz)
125
250
500
1,000
2,000
4,000
NRC
4-inch panel construction
0.63
1.09
1.17
1.08
1.03
0.97
1.09
2-inch panel construction
0.22
0.64
1.06
1.06
0.98
0.87
0.94
3. When tested according to ASTM E90 or a subsequent version of this standard, the enclosure panel shall have minimum airborne sound transmission losses in the combined full octave band center frequencies as listed below:
Sound Transmission Losses
Octave Band (Hz)
125
250
500
1,000
2,000
4,000
STC
for 4-inch panels
19
27
40
53
58
63
40
for 2-inch panels
19
21
30
40
49
51
34
Thermal Performance
1. Insulating materials used in all prefabricated enclosure panels shall have the following maximum thermal conductances at a mean temperature of 75°F: 0.06 BTU per hour per square foot per °F (for 4-inch panels) and 0.12 BTU per hour per square foot per °F (for 2-inch panels).

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