Installation
Mounting
Seismic Certifications
Equipment Installation for Seismic Applications
Introduction
Seismic certification is an optional feature for Safety Switch products and provides seismic conformance options to any of the building codes and seismic design standards identified in the List of Supported Regional Building Codes and Seismic Design Standards. Safety Switches that are seismically certified have been certified to the seismic requirements of the listed code per the manufacturer’s Certificate of Compliance (CoC). Equipment compliance labels and CoC’s are provided with all seismically certified Safety Switches. Refer to the equipment CoC for certification details and applicable seismic parameters. To maintain the validity of this certification, the installation instructions provided in this section must be followed.
List of Supported Regional Building Codes and Seismic Design Standards
Country / Region |
Code Reference ID |
Code Name |
---|---|---|
Argentina |
INPRES-CIRSOC103 |
Argentinean Standards for Earthquake Resistant Constructions |
Australia |
AS 1170.4-2007 (R2018) |
Structural design actions, Part 4: Earthquake actions in Australia |
Canada |
NBCC |
National Building Code of Canada |
Chile |
NCh 433.Of1996 |
Earthquake resistant design of buildings |
China |
GB 50011-2010 (2016) |
Code for Seismic Design of Buildings |
Colombia |
NSR-10 Título A |
Colombian Regulation of Earthquake Resistant Construction |
Europe |
Eurocode 8 EN1998-1 |
Design of structures for earthquake resistance – Part 1: General rules, seismic actions and rules for buildings |
India |
IS 1893 (Part 1) : 2016 |
Criteria for Earthquake Resistant Design of Structures Part 1 General Provisions and Buildings |
Indonesia |
SNI 1726:2019 |
Earthquake Resistance Planning Procedures for Building and Non-building Structures |
Japan |
Building Standard Law |
The Building Standard Law of Japan |
Mexico |
CFE MDOC-15 |
Civil Works Design Manual, Earthquake Design |
New Zealand |
NZS 1170.5:2004+A1 |
Structural design actions, Part 5: Earthquake actions – New Zealand |
Peru |
N.T.E. - E.030 |
National Building Code, Earthquake-Resistant Design |
Russia |
СП 14.13330.2018 |
Building norms and regulations: Construction in seismic regions |
Saudi Arabia |
SBC 301 |
Saudi Building Code, Loads & Forces Requirements |
Taiwan |
CPA 2011 |
Seismic Design Code and Commentary for Buildings |
Turkey |
TBEC-2018 |
Turkey Buildings Earthquake Standard |
United States |
IBC per ASCE 7 |
International Building Code—IBC |
CBC per ASCE 7 |
California Building Code—CBC |
|
UFC per DoD |
Uniform Facilities Criteria—UFC |
Responsibility for Mitigation of Seismic Damage
The Safety Switch equipment is considered a non-structural building component as defined by regional building codes and seismic design standards. Equipment capacity was determined from tri-axial seismic shake-table test results in accordance with the International Code Counsel Evaluation Service (ICC ES) Acceptance Criteria for Seismic Certification by Shake-Table Testing of Nonstructural Components (ICC-ES AC156).
An equipment importance factor, Ip, that is greater than one (Ip > 1.0) is assumed and indicates that equipment functionality is required after a seismic event and after seismic simulation testing. This importance factor is applicable for designated seismic systems (i.e., special certification) servicing critical infrastructure and essential buildings where post-earthquake equipment functionality is a requirement.
Incoming and outgoing bus, cable, and conduit must also be considered as related but independent systems. These distribution systems must be designed and restrained to withstand the forces generated by the seismic event without increasing the load transferred to the equipment. For applications where seismic hazard exists, it is preferred that bus, cable, and conduit enter and exit the bottom of the equipment enclosure.
Seismic certification of nonstructural components and equipment by Schneider Electric is just one link in the total chain of responsibility required to maximize the probability that the equipment will be intact and functional after a seismic event. During a seismic event the equipment must be able to transfer the inertial loads that are created and reacted through the equipment’s force resisting system and anchorage to the load-bearing path of the building structural system or foundation.
Anchorage of equipment (i.e., nonstructural supports and attachments) to the primary building structure or foundation is required to validate seismic conformance. The construction site structural engineer or engineer of record (EOR) or the registered design professional (RDP) is responsible for detailing the equipment anchorage requirements for the given installation. The installer and manufacturers of the anchorage system are responsible for assuring that the mounting requirements are met. Schneider Electric is not responsible for the specification and performance of equipment anchorage systems.
Tie-down Points for Rigid Wall Mounted Equipment
The equipment enclosure provides anchorage tie-down points to accept anchor attachments to the building structure or foundation. Indoor enclosures provide enclosure base frame clearance holes for bolted anchorage attachments, outdoor enclosures provide enclosure base frame clearance holes for bolted anchorage attachments please obtain drawings for actual locations.
Equipment installations of single, stand-alone safety switches must be anchored using all enclosure tie-down points as shown on drawings for indoor and outdoor applications respectively.
Equipment installations using welded supports and attachments in lieu of bolted supports and attachments must ensure the weld locations are distributed similarly to the locations of enclosure anchorage clearance holes. Welded supports and attachments must be properly sized to ensure the weldment withstand capacity exceeds the earthquake demand at location of equipment installation. Precautions shall be made to properly vent and shield the equipment enclosure during the field welding process. Schneider Electric is not responsible for equipment damage caused by field welded supports and attachments.
Anchorage Assembly Instructions
The bolted anchor assembly illustrates the equipment’s as-tested attachment to the seismic shake-table test fixture. The equipment seismic rated capacity, as stated on the Schneider Electric CoC, was achieved with the identified size and grade attachment hardware. Field installed equipment attachment and support detailing shall be in accordance with the anchorage system requirements as defined by the construction site Engineer of Record (EOR) or Registered Design Professional (RDP).
Anchorage as-Tested
Removal of Knock Outs
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Determine the size required.
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Remove the smallest knockout first.
Go across from the spot weld and apply force to break the knock out loose. Then crimp the knock out and twist until removed.
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Removal of the second knockout full ring.
Two spot welds located across from each other. Go 90° from each spot weld apply force to break each side loose. Then pinch the two sides together and apply rotating force until removed.
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Removal of the knock out partial ring.
Go 90° from either spot weld and apply force to break the side loose. The partial side apply force on each partial part of knock out. Pinch the three pieces together and apply rotating force until removed.
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Repeat step 3 and 4 until the knock out side requirements are obtained.
Conduit Entry
Drilling into enclosures for creating conduit entry locations may be required. Protect internal components from metal fillings, via drop cloths or orientation of drilling, to prevent foreign materials from contacting electrical connections points. An example of a connection point is lugs, blades, or fuse clips.
Locate conduit entries to comply with bending radius requirements for conductors.
Enclosure Ratings
All Schneider Electric enclosures are certified to UL 50 / CSA C22.2 No. 94.1 and UL 50E / CSA C22.2 No. 94.2 carrying a UL Type Rating. Ratings are equal to or greater than NEMA Ratings of same number.
Enclosure ratings
Type | Knockout information |
---|---|
Type 1 general purpose, indoor (ANSI49 gray paint on cold rolled steel) |
Knockouts standard on 30–100 A enclosures; top, bottom and sidewalls |
Type 3R rainproof, outdoor (ANSI49 gray paint on galvanneal steel) |
Knockouts standard on 30–100 A enclosures; bottom and sidewalls |
Type 12 indoor, dust-tight, and drip-tight (ANSI49 gray paint on galvanneal steel) |
Type 12 has no knockouts (also suitable for Type 3R outdoor use) |
Type 4, 4X, and 5 indoor or outdoor, watertight, dust-tight, and corrosion resistant (Type 304 or Type 316 stainless steel) |
— |
Type 4X indoor or outdoor, watertight and dust-tight, and corrosion resistant (fiberglass reinforced polyester) |
— |
Type 7/9 hazardous locations as defined in NEC® Article 500 (copper free cast aluminum) |
Class I, Divisions 1 and 2, Groups C and D |
Class II, Divisions 1 and 2, Groups E, F and G |
|
Class III, Divisions 1 and 2 |
|
Type 3R - 800 and 1200 A Heavy Duty shipped as Type 5 enclosure, removed drip screw for Type 3 Applications |
— |
Type 12 - may be used for Type 3R applications by removing drip screw |
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