How the configurator and the catalogue pages calculate – so you can check the results and document them in your design.
The configurator and the catalogue pages provide a preliminary design for planners: outer dimensions, weight, noise reduction, an approximate assessment of noise immission, air side and wind load, and specification texts. All values are indicative.
The binding design – acoustics, pressure drop, structural – is carried out per project by our engineering team, including CFD simulation. Only the values in the project quotation are binding.
All calculations run locally in your browser. No data is transmitted unless you request a quotation.
Each acoustic level has a typical noise reduction ΔLWA. This is the reduction of the A-weighted sound power of the unit by the enclosure. The values are typical values from completed projects; the design follows the enveloping-surface method (sound power over a measurement surface around unit or enclosure, without and with enclosure).
| Configurator | Catalogues | Build-up | ΔLWA typical |
|---|---|---|---|
| Basis | – | HSA3 walls, intake via acoustic louvres | 10 dB(A) |
| Plus | Standard | plus discharge silencer | 15 dB(A) |
| Pro | Premium | plus HSA3 tube silencer, 2 staggered rows | 20 dB(A) |
| Max | – | extended splitters, special design | 25 dB(A) |
Clearances from the unit to the outer edge of the enclosure:
| Clearance | Heat pumps, refrigeration, VRF | PV inverters |
|---|---|---|
| sides (x / y) | 800 mm | 500 mm |
| top, upward discharge | 900 mm | 800 mm (Premium 900 mm) |
| top, side discharge | 100 mm | – |
| front (PV, intake space + additional depth) | – | 800 mm |
| between units (large equipment / VRF modules) | 1,000 / 500 mm | 600 mm |
Other clearances can be entered. If they are below the standard, a note recommends an engineering review.
The weight is derived from panel and silencer areas using fixed area and volume weights of the standard build-up: MiniTec aluminium profiles 45 × 45, aluminium panels, HSA3 inner lining. It is an indicative value, excluding base, anti-vibration mounts and fixings.
The configurator estimates the rating level at the relevant immission point and recommends an acoustic level from it.
| Area | day | night |
|---|---|---|
| Industrial area | 70 | 70 |
| Commercial area | 65 | 50 |
| Urban area | 63 | 45 |
| Core, village, mixed area | 60 | 45 |
| General residential area | 55 | 40 |
| Purely residential area | 50 | 35 |
| Spa area, hospital | 45 | 35 |
All values in dB(A).
If ΔLreq is −3 dB or below, no enclosure is likely to be needed. Above 25 dB we recommend a special design.
Not considered: ground and air absorption, screening, meteorology, short-term peaks and frequency dependence.
If a selection does not meet the air side (v > 5 m/s or pressure drop above the available pressure) or the noise target, the calculation core itself searches for designs that meet both:
In the catalogues (VRF; large equipment with v ≤ 7 m/s) the smallest suitable enlargement with dimensions and budget price is offered directly on the enclosure if a limit is exceeded.
The model with the largest heat loss in the series is used. Solar gains on the housing are not included.
The calculation is approximate to DIN EN 1991-1-4/NA with simplified peak velocity pressures qp. The relevant height is the top edge of the enclosure, z = building height + enclosure height.
| Wind zone / terrain | z ≤ 10 m | 10–18 m | 18–25 m |
|---|---|---|---|
| WZ 1 inland | 0.50 | 0.65 | 0.75 |
| WZ 2 inland | 0.65 | 0.80 | 0.90 |
| WZ 2 coast / Baltic islands | 0.85 | 1.00 | 1.10 |
| WZ 3 inland | 0.80 | 0.95 | 1.10 |
| WZ 3 coast / Baltic islands | 1.05 | 1.20 | 1.30 |
| WZ 4 inland | 0.95 | 1.15 | 1.30 |
| WZ 4 coast / Baltic islands | 1.25 | 1.40 | 1.55 |
| North Sea islands | 1.40 | – | – |
qp in kN/m².
The partial safety factors are γQ = 1.5 and γG = 0.9. The friction coefficient is 0.4.
Valid up to z = 25 m (North Sea islands 10 m). Above that, and at edges or corners of flat roofs, a project-specific calculation is needed. The structural verification is the responsibility of the structural engineer.
| Area | Assumption |
|---|---|
| Package recommendation | 3 dB reserve: ΔLWA ≥ ΔLreq + 3 dB |
| Sound propagation | half-space without ground and air absorption and without screening (on the safe side) |
| Catalogue series | loudest model (LWA), largest air flow or largest heat loss |
| Air side | v ≤ 5 m/s; pressure drop ≤ 70 % of the available pressure as uncritical |
| Wind load | γQ = 1.5 on wind, γG = 0.9 on self-weight, friction coefficient 0.4 |
| Design clearances | falling below them is flagged and reviewed by engineering |
The noise reduction per level is a typical value. Additional safety is provided by the 3 dB reserve in the recommendation.
Inputs:
| Step | Result | Calculation |
|---|---|---|
| Sound pressure without enclosure | 53.5 dB(A) | 82 + 0 − 20 · lg 15 − 8 + 3 |
| Rating level Lr | 53.5 dB(A) | 53.5 + 0 + 0 (no KR at night) |
| Target value | 40 dB(A) | IRW general residential, night |
| Required reduction | → Pro (20 dB) | 53.5 − 40 = 13.5 dB; with reserve 16.5 dB |
| Rating level with enclosure | 33.5 dB(A) ≤ 40 ✓ | 53.5 − 20 |
| Enclosure dimensions | 4.93 × 2.70 × 3.78 m | L₀ = 3,330 + 2 · 800; B₀ = 1,100 + 2 · 800; H = 1,875 + 900 + 1,000 |
| Weight | approx. 2,010 kg | from 42.3 m² panels + 13.3 m² silencer |
| Air velocity intake / discharge | 1.4 / 4.0 m/s ✓ | 36,500 m³/h through the free cross-sections |
| Pressure drop | uncritical | intake 21 Pa + discharge 33 Pa = 54 Pa, i.e. 54 % of 100 Pa |
| Wind load | Fx = 15.7 kN | qp = 0.65 kN/m²; Fx = 1.3 · 0.65 · 4.93 · 3.78; G = 19.8 kN |
| Anchoring | tension 12.8 kN, shear 20.6 kN | Z = (58.5 − 24.0) / 2.70; S = 23.6 − 3.0 |
Inputs: SMA Sunny Tripower CORE2 STP 110-60, 1,117 × 682 × 363 mm, 110 kW, η = 98.6 %, front enclosure, Standard.
| Step | Result | Calculation |
|---|---|---|
| Enclosure dimensions | 2.12 × 1.16 × 1.78 m | L = 1,117 + 2 · 500; D = 363 + 800; H = 300 + 682 + 800 |
| Heat loss | 1.56 kW | 110,000 · (100 / 98.6 − 1) |
| Air flow | 470 m³/h | 1,562 / (1.2 · 1,005 · 10) · 3,600 |
| Roof tubes | 20 × Ø 200 mm | grid 260 mm on 2.12 × 1.16 m |
| Air velocity | 0.21 m/s ✓ | 466 / 3,600 / (20 · π · 0.1²) |
| Weight | approx. 280 kg | panels and tube field |
The calculation is based on these standards and regulations. Listed are the editions used and the clauses the formulas in the sections above refer to. Where the configurator simplifies, the “Use” column says so.
| Standard / regulation | Edition | Use | Clause |
|---|---|---|---|
| TA Lärm – Sixth General Administrative Regulation under the German Federal Immission Control Act (Technical Instructions on Noise Abatement) | of 26 Aug 1998 (GMBl. p. 503), amended by administrative regulation of 1 Jun 2017 (BAnz AT 08.06.2017 B5) | Rating level, immission guide values, assessment periods, rest-period surcharge, tonality, background load and irrelevance criterion (section 5) | No. 2.4, No. 3.2.1 para. 2, No. 6.1, No. 6.4, No. 6.5, Annex A.1.4, Annex A.3.3.5 |
| DIN ISO 9613-2 – Acoustics – Attenuation of sound during propagation outdoors – Part 2: General method of calculation | 1999-10 (ISO 9613-2:1996). ISO 9613-2:2024 has been published; the German adoption is available as a draft. | Geometric divergence of a point source in a half-space: −20 · lg(r) − 11 dB, +3 dB half-space = −8 dB. Ground, air and screening attenuation are deliberately not applied (section 5). | Clause 7.1 (Adiv) |
| VDI 2714 – Outdoor sound propagation | 1988-01, withdrawn without replacement; the approach is still common practice | Directivity index for installation in front of a wall (+3 dB) or in a corner (+6 dB) relative to the half-space | Directivity index K0 |
| DIN EN ISO 3744 – Acoustics – Determination of sound power levels and sound energy levels of noise sources using sound pressure – Engineering methods for an essentially free field over a reflecting plane | 2011-02 (ISO 3744:2010) | Basis of the typical noise reduction: sound power without and with enclosure over an enveloping surface (section 2) | – |
| DIN EN 1991-1-4 – Eurocode 1: Actions on structures – Part 1-4: General actions – Wind actions | 2010-12 | Wall pressure coefficients: cpe,10 windward +0.8 and leeward −0.5, together 1.3 (value for h/d = 1, on the safe side for lower enclosures). Roof suction simplified as 0.8 (section 7). | Clause 7.2.2, Table 7.1 (zones D and E); clause 7.2.3 (flat roofs) |
| DIN EN 1991-1-4/NA – German National Annex to DIN EN 1991-1-4 | 2010-12 | Wind zones and simplified peak velocity pressures qp by height (section 7) | Annex NA.A (wind zone map), Annex NA.B, Table NA.B.3 |
| DIN EN 1990 with DIN EN 1990/NA – Eurocode: Basis of structural design | 2010-12 | Partial factors for static equilibrium: γQ = 1.5 on wind, γG = 0.9 on the stabilising self-weight (section 7) | DIN EN 1990/NA, Table NA.A.1.2(A) (EQU) |
| DIN EN 378-1 – Refrigerating systems and heat pumps – Safety and environmental requirements – Part 1: Basic requirements, definitions, classification and selection criteria | 2021-06 | Refrigerant safety groups (A1, A2L, A3) for the refrigerant selection. Safety zone as specified by the manufacturer, no hazardous-area classification. | Refrigerant classification |
| Code de la santé publique (France) | Version in force at the date of this release | French version only: emergence criterion instead of TA Lärm | Art. R1336-6 (ambient noise threshold), Art. R1336-7 (emergence 5 dB(A) by day, 3 dB(A) at night, duration correction) |
Standards are available from DIN Media or the respective publishers. The edition in force for the project is decisive; if an edition changes in a way that affects the calculation, the calculation core receives a new version.
| Version | Date | Change |
|---|---|---|
| 1.2 | 14 Oct 2026 | New: alternatives instead of exclusion – if the selection does not meet pressure drop, air velocity or noise target, larger envelopes or other packages are suggested (configurator, VRF and large-equipment catalogues); optional entry of the available space. Heat pumps, chillers, dry coolers (configurator and large-equipment catalogue): air velocity limit 7 m/s. VRF/VRV: available pressure 50 Pa, pressure drop now also checked in the VRF catalogue, note on high-static setting from 20 Pa, +2 dB fan surcharge from 30 Pa. Results of 1.1 remain unchanged in the configurator and VRF catalogue for selections without exceedance and without VRF. |
| 1.1 | 14 Oct 2026 | Formulas unchanged from 1.0 for enclosure dimensions, noise reduction, TA Lärm assessment, air side and wind load – results of 1.0 and 1.1 are identical for the same inputs. New: French version with assessment by the emergence criterion (Code de la santé publique); configurator for freely configurable noise barriers; input checks and result accuracy; package and variant comparison (same calculation core); calculation links in the result; version and assumptions used on the design sheet; section “Standards and regulations”. |
| 1.0 | 12 Oct 2026 | First publication of the methodology. Top clearance for PV inverters set to 800 mm, 900 mm for Premium. |
| before 1.0 | 9–11 Oct 2026 | Development before versioning: wind load and anchorage to DIN EN 1991-1-4/NA (9 Oct); PV inverter clearances, height for side discharge 100 mm above the unit (9 Oct); TA Lärm surcharges for tonality, installation and rest periods as well as background load and irrelevance criterion (11 Oct). |
Calculation core and methodology share the same version number. It is printed with the date on every “Selection as PDF” and on every design sheet of the configurator, together with the assumptions used, so you can trace which calculation state a result was produced with.