Special Seismic certification for ME Systems for OSHPD Projects

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S i lS i i C tifi ti S i lS i i C tifi ti Special Seismic Certification Special Seismic Certification Requirements for Requirements for Requirements for Requirements for Mechanical and Electrical Systems Mechanical and Electrical Systems for OSHPD Projects for OSHPD Projects for OSHPD Projects for OSHPD Projects March 9, 2010 Marco Scanu, SE, Principal Forell/Elsesser Engineers Inc FORELL/ELSESSER ENGINEERS, INC. Forell/Elsesser Engineers, Inc.

Transcript of Special Seismic certification for ME Systems for OSHPD Projects

Page 1: Special Seismic certification for ME Systems for OSHPD Projects

S i l S i i C tifi tiS i l S i i C tifi tiSpecial Seismic CertificationSpecial Seismic CertificationRequirements forRequirements forRequirements for Requirements for

Mechanical and Electrical Systems Mechanical and Electrical Systems for OSHPD Projectsfor OSHPD Projectsfor OSHPD Projectsfor OSHPD Projects

March 9, 2010

Marco Scanu, SE, PrincipalForell/Elsesser Engineers Inc

FORELL/ELSESSER ENGINEERS, INC.

Forell/Elsesser Engineers, Inc.

Page 2: Special Seismic certification for ME Systems for OSHPD Projects

2007 CBC(based on the 2006 IBC)(based on the 2006 IBC)

• Published: June 2007

• Adopted: January 1, 2008

CBC Chapter 1613A: “Earthquake Loads” specifies

ASCE 7-05 as the basis for designASCE 7-05 as the basis for design

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ASCE 7-05 Chapter 13: Seismic Design Requirements for

Non-Structural Components

• 13.2.2a Special Seismic Requirements for Designated Systems: Active

mechanical and electrical equipment that must remain operable following the

design earthquake shall be certified by the supplier as operable based on y

approved shake table testing in accordance with Section 13.2.5 or experience

data in accordance with Section 13.2.6. Evidence demonstrating compliance of this

requirement shall be submitted to the authority having jurisdiction after review and

approval by the registered design professional.

• 13.2.5 Testing Alternative for Seismic Capacity Determination: As an

alternative to the analytical requirements of Sections 13.2 through 13.6, testing

h ll b d d t bl th d t d t i th i i it fshall be deemed as an acceptable method to determine the seismic capacity of

components and their supports and attachments. Seismic qualification by testing

based upon a nationally recognized testing standard procedure, such as ICC-ES

AC 156, acceptable to the authority having jurisdiction shall be deemed to satisfy

th d i d l ti i t id d th t th b t ti t d i i

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the design and evaluation requirements provided that the substantiated seismic

capacities equal or exceed the seismic demands determined in accordance with

Sections 13.3.1 and 13.3.2.

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OSHPD CAN 2-1708A.5OSHPD CAN 2 1708A.5

• Effective 10/31/08

• Latest Revision: 6/26/09

• PURPOSE: The purpose of this Code Application Notice (CAN) is to

clarify the requirements for seismic qualification/certification of mechanicalclarify the requirements for seismic qualification/certification of mechanical

and electrical equipment/components. This CAN also provides an

interpretation for code sections of the 2007 CBC and ASCE/SEI 7-05 that

appear to be in conflict. Note: This CAN will be updated regularly as

additional data on seismic qualification and certification of critical

components becomes available.

• BACKGROUND: The 2007 California Building Code (CBC) andBACKGROUND: The 2007 California Building Code (CBC) and

ASCE/SEI 7-05 introduces new concepts for seismic design of

nonstructural components. These concepts are intended to improve the

performance of essential nonstructural systems subject to strong ground

h ki Th f ll t t f th l t d d ti i l d d i

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shaking. The full texts of the related code sections are included in

Appendix A of this document.

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OSHPD CAN 2-1708A.5OSHPD CAN 2 1708A.5

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OSHPD CAN 2-1708A.5OSHPD CAN 2 1708A.5

• 4.2 Approval by Testing: All tests shall be performed by an independent

laboratory having accreditation to the International Standards

Organization (ISO) accreditation standard 17025 by an organization such

as the International Accreditation Service (IAS) of the International Code

Council (ICC) or shall be under the responsible charge of a California

Licensed structural, civil or mechanical engineer. Test reports shall be

prepared by a California Licensed structural civil or mechanicalprepared by a California Licensed structural, civil or mechanical

engineer. If test reports are prepared by a California Licensed civil or

mechanical engineer, they shall be reviewed and accepted by a

California licensed structural engineer.

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OSHPD CAN 2-1708A.5OSHPD CAN 2 1708A.5

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OSHPD Approval

(CAN 2 1708A 5 S ti 4 0)(CAN 2-1708A.5 Section 4.0)

• Seismic Certification and Special Seismic Certification approval by

OSHPD can be either a project-specific approval or a pre-approval.

When repetitive review of the same equipment or component isWhen repetitive review of the same equipment or component is

anticipated, a pre-approval is encouraged.

• OSPOSP

• 1st awarded on June 28, 2009

• As of March 3, 2010, 44 submitted, 37 pre-approved

h d h t /FDD/ l/ i l i i t l ht lwww.oshpd.cahwnet.gov/FDD/pre-approval/special_seismic_cert_pre-approval.html

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