Compliance
| Safety | IEC 62040-1: 2008-06,
1st edition Uninterruptible Power Systems (UPS) - Part 1: General
and safety requirements for UPS IEC 62040-1: 2013-01, 1st edition amendment 1 UL 1778 5th edition |
| EMC/EMI/RFI | IEC 62040-2: 2016,
3rd edition Uninterruptible Power Systems (UPS) - Part 2: Electromagnetic
compatibility (EMC) requirements C2 FCC Part 15 Subpart B, Class A IEEE C62.41-1991 Location Category B2, IEEE Recommended Practice on Surge Voltages in Low-Voltage AC Power Circuits |
| Transportation | IEC 60721-4-2 Level 2M2 |
| Seismic | ICC-ES AC 156 (2015); OSHPD Pre-approved; Sds=1.45 g for z/h=1 and Sds=2.00 g for z/h=0; Ip=1.5 |
| Marine* | TYPE APPROVAL CERTIFICATE is found to comply with DNV GL rules
for classification – Ships, offshore units, and high speed
and light craft (Class Guideline: DNVGL-CG-0339). Certificate number:
TAE00004A2 TYPE APPROVAL CERTIFICATE is found to comply with Bureau Veritas Rules for the Classification of Steel Ships (Test Specification: E10). Certificate number: 64254/A0 BV |
Performance
Performance in accordance with: IEC 62040-3: 2021, 3rd edition Uninterruptible Power Systems (UPS) - Part 3: Method of specifying the performance and test requirements.
Output performance classification (according to IEC 62040-3, Clause 5.3.4): VFI-SS-11
Regional Seismic Compliance
Certificate available upon request.
| Country/Region | Code ID | Hazard level ground | Hazard level roof |
|---|---|---|---|
| Argentina | INPRES-CIRSOC103 | Zone 4 | Zone 4 |
| Australia | AS 1170.4-2007 | Z = 0.22 | Z = 0.22 |
| Canada* | 2020 NBCC | Sa = 2.0 | Sa = 1.46 |
| Chile | NCh 433.Of1996 | Zone 3 | Zone 2 |
| China | GB 50011-2010 (2016) | αMax = 1.4 | αMax = 1.2 |
| Europe | Eurocode 8 EN1998-1 | αgR = 0.45 | αgR = 0.3 |
| India | IS 1893 (Part 1) : 2016 | Z = 0.36 | Z = 0.36 |
| Japan | Building Standard Law | Zone A | Zone A |
| New Zealand | NZS 1170.5:2004+A1 | Z = 0.6 | Z = 0.42 |
| Peru | N.T.E. - E.030 | Zone 4 | Zone 4 |
| Russia | SNIP II-7-81 (SP 14.13330.2014) | MSK 10 | MSK 9 |
| Taiwan | CPA 2011 Seismic Design Code | SS D = 0.8 | SS D = 0.8 |
| U.S.A.* | ASCE 7-16 / IBC 2018 | SDS = 2.0 | SDS = 1.47 |
