OSHPD UPDATES. Joe La Brie, SE, President. Structural Essentials in Essential Structures for (NOT-SO) Non-Structural Systems

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1 OSHPD UPDATES Joe La Brie, SE, President Structural Essentials in Essential Structures for (NOT-SO) Non-Structural Systems

2 Introduction President of MakeItRight, Inc., Structural Engineering Design Professionals in Arcadia, California. (makeitright.net) Managing Partner of Dynamic Certification Laboratory (DCL)--State of the Art Shake Table Laboratory. (shaketest.com) Immediate Past President of Structural Engineers Association of Southern California Immediate Past Chair and Continuing Consultant to Committees of the California Hospital Building Safety Board Developer of Field Inspection App for Iphone and Android: rapportapp.com

3 Introduction

4 Presentation Outline Introduction Current Conditions Background / History Standards Enforcement Best Practice Certification Q&A Discussion

5 Current Conditions In a Round Table Discussion with OSHPD Director on April 22, 2014 we learned: The Majority of Work in Progress at OSHPD are Projects with Construction Value < $ 200,000 Only a Couple of Large Projects under Construction Sutter: CPMC San Francisco Kaiser: San Diego Stanford: Palo Alto Marked Decline in Work Volumes Attributed to: General Economic Conditions Healthcare Reform Seismic Compliance Delays

6 Background / History Design Demands Slide Courtesy of Chris Tokas, SE, OSHPD 30-Year Probabilities Northern Area Southern Area Magnitude % 15% 97% 37% 6

7 Background / History What about the Black Box?

8 Background / History 1976 UBC Good idea but does anyone really care? (k) Essential Facilities. Essential facilities are those structures or buildings which must be safe and usable for emergency purposes after an earthquake in order to preserve the health and safety of the general public. Such facilities shall include The design and detailing of equipment which must remain in place and be functional following a major earthquake shall be based upon the requirements of Section 2312 (g) [Lateral Force on Elements of Structures] and Table No. 23-J.

9 Background / History 2000 IBC Mechanical and electrical equipment. Each Maybe we do care? manufacturer of designated seismic system components shall test or analyze the component and its mounting system or anchorage and shall submit a certificate of compliance The evidence of compliance shall be by actual test on a shake table, by three-dimensional shock tests, by an analytical method using dynamic characteristics and forces, by the use of experience data (i.e., historical data demonstrating acceptable seismic performance), or by a more rigorous analysis providing for equivalent safety.

10 Background / History Drivers of Change - Earthquake Lessons Learned

11 Background / History 2006 IBC / 2007 CBC Yes, we care. So now Seismic qualification of mechanical and electrical what? equipment. The registered design professional in responsible charge shall state the applicable seismic qualification requirements for designated seismic systems on the construction documents Qualification shall be by an actual test on a shake table, by threedimensional shock tests, by an analytical method using dynamic characteristics and forces, by the use of experience data (i.e., historical data demonstrating acceptable seismic performance) or by a more rigorous analysis providing for equivalent safety.

12 Codes and Standards

13 Enforcement What Changed? IBC vs CBC: Some Noteworthy Difference in Requirements for SSC. Enforcement has been the Source of PERCEIVED CHANGE. On January 1, 2008 OSHPD began to enforce the requirement for SSC as prescribed in the 2007 CBC. Even today, many jurisdictions still do not enforce this part of the building code.

14 Best Practice Validate the Structural Integrity and Functionality of the Equipment. Validate the Seismic Anchorage and Restraint of the Equipment

15 Best Practice Structure, Components, Supports and Attachments Slide Courtesy of Chris Tokas, SE, OSHPD

16 Best Practice Design Demands Courtesy of Chris Tokas, SE, OSHPD Spectral Response Acceleration, A (g's) 2 3 A FLX A FLX A FLX 10 f FLX A FLX 15 f FLX A FLX (f ) f FLX Horizontal RRS Vertical RRS 2 3 A FLX (f ) f FLX f FLX Horz. Vert. 0.1 f 0 Frequency, f (Hz) 5% Damping Who needs to know this stuff? 16.7 A RIG A RIG

17 Best Practice Gather the Critical Information Essential Site / Building Information Essential Building Systems / Equipment Components Information

18 Best Practice Essential Site / Building Information Site Class Spectral Accelerations Risk (Occupancy) Category Seismic Design Category Permanent or Temporary Installation General Structural System Support Compatibility Installation Location in the Building

19 Best Practice Risk (Occupancy) Category Essential Buildings: IV I-2 Occupancies (Hospitals) Fire, Rescue ambulance, Police Stations Designated Earthquake Shelters, Emergency Preparedness, communications and operations centers. Structures Containing Toxic Materials Aviation Control Towers, Buildings having National Defense Functions Water Storage and Pump Structures for Fire Suppression

20 Best Practice Essential Building Systems / Equipment Components Component Importance Factor Designated Seismic Systems Amplification Factor ap Response Modification Factor Rp Exemptions to design requirements of ASCE 7-10, Chapter 13 Manufacturer Special Seismic Certification Manufacturer OSHPD Pre-Approvals (Voluntary Programs) Manufacturer Product Data Information (Cut Sheets)

21 Best Practice Essential Building Systems / Equipment Components Manufacturer s Certification by Analysis, Shake Table Testing or Experience Data. (NOT Special Seismic Certification) Manufacturer Installation Drawings Support Conditions (Flexible / Rigid, Floor, Overhead, Wall Mounted) Specialty Support Documentation (Vibration Isolation)

22 Best Practice Designated Seismic Systems The seismic force-resisting system and those architectural, electrical, and mechanical systems or their components that require design in accordance with ASCE 7-10, Chapter 13 and for which the component Importance Factor is greater than 1.0. Equipment that is part of the Designated Seismic System must remain Operable following an Earthquake

23 Best Practice Component Importance Factor (Ip) All components shall be assigned an Ip value. Ip = 1.0 except where The component is required to function for life-safety purposes. (Fire Alarm and Fire Sprinkler Systems). Ip=1.5 The component contains hazardous materials. (Fuel Tanks etc). Ip=1.5 The component is in or attached to an Risk Category IV Structure. Ip=1.5

24 Certification Methods Project Specific Special Seismic Certification and Seismic Restraint Calculations. Applicable to the Site and Project Conditions Only. Pre-Approved Special Seismic Certification (OSHPD OSP Program) and Anchorage (OPM Program Applicable to Multiple Sites where Site Conditions and Product Construction are Acceptable

25 Certification Methods Site / Project Specific Certification The Design Professionals of Record for the project are responsible to VALIDATE the application of a Special Seismic Certification for their specific project. Must include specific information from shake table testing. The Design Professionals of Record are responsible to VALIDATE Equipment Anchorage

26 Certification Methods Certificate of Compliance

27 Certification Methods

28 Certification Methods Code Compliance is not Voluntary O S P SHPD pecial seismic cert reapproval OSHPD Pre-Approval Programs are Voluntary. O P D SHPD reapproved etails O P M SHPD reapproved Anufacturers Anchorage O P L SHPD reapproved abs

29 Certification Methods OSHPD OPL Preapproval First OPL was issued on August 12, 2014 First OPL was issued to Currently 9 OPLs on file with OSHPD.

30 Certification Methods OSHPD OPM Preapproval First OPA was issued in November of First OPM was issued in December of Compliant with 2013 CBC Criteria

31 Certification Methods OSHPD OPM Preapproval OPM Program Replaced the OPA program in March 2013 OPM Program used Primarily by the Medical Equipment Industry

32 Certification Methods OSHPD OPM Preapproval Except for Distributive Systems, the Mechanical and Electrical Industries have not Used the OPM Program.

33 Certification Methods OSHPD OPM Preapproval In the last 18 months, there are about 100 OPM Applications Submitted About One Third of the Submittals have Received OPM Approval

34 Certification Methods OSHPD OPM Preapproval At its Highest, There were over 2,500 OPAs Approved Many Manufacturers have Declined to Continue

35 Certification Methods OSHPD OSP Preapproval First OSP was issued in June of Currently >400 OSPs on file with OSHPD. OSP Requirements have been posted for download. Shake Table Testing is Essential and must be in accordance with ICC AC-156 Standard. PIN 55

36 Certification Methods OSHPD OSP Preapproval Program allows Certification of an entire product line by testing smallest and largest. Two tests are required for every Active Component and EVERY variation of : Manufacturer of Components Mounting Configuration (Wall, Floor, Overhead, Flexible, Rigid) Materials (Stainless Steel, Carbon Steel)

37 Certification Methods OSHPD OSP Preapproval Testing Laboratory shall have ISO Accreditation or Testing shall be under the Responsible Charge of a California Licensed Engineer (Mechanical, Electrical, Civil, Structural) Test Reports shall be prepared by a California Licensed ENGINEER (Mechanical, Electrical, Civil, Structural) Test Reports shall be reviewed and accepted by a California Licensed Structural Engineer.

38 Certification Methods OSHPD OSP Preapproval Emergency and Standby Power Systems Elevator Equipment Components with Hazardous Contents Smoke Control Fans Exhaust Fans Switchgear Motor Control Centers

39 Certification Methods OSHPD OSP Preapproval X-Ray Machines CT Scanners Air Conditioning Units Air Handling Units Chillers Cooling Towers Motorized Surgical Lights Motorized Surgical Tables

40 Certification Methods OSHPD OSP Preapproval Transformers Electrical Substations UPS and Batteries Distribution Panels Control Panels

41 Certification Methods OSHPD OSP Preapproval The Program Evolves BAC Series 3000: 2009 OSP-0002 / 6 Pages BAC Series 3000 Update: 2013 OSP-0024 / 24 Pages

42 Certification Methods OSHPD OSP Preapproval

43 Certification Methods OSHPD OSP Preapproval

44 Certification Methods Equipment Labels

45 Certification Methods OSHPD OSP Preapproval Specifying Equipment with OSP Pre-Approval does not relieve the Engineers of Record of Responsibilities to Verify Applicability and Compatibility of the Certifications and Tests.

46 Certification Methods Resources

47 T H A N K S joe la brie makeitright.net shaketest.com rapportapp.com

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