application for oshpd special seismic office use only

OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT FACILITIES DEVELOPMENT DIVISION

“Access to Safe, Quality Healthcare Environments that Meet California’s Diverse and Dynamic Needs”

STATE OF CALIFORNIA – HEALTH AND HUMAN SERVICES AGENCY OSH-FD-759 (REV 12/16/15) of 3

APPLICATION FOR OSHPD SPECIAL SEISMIC CERTIFICATION PREAPPROVAL (OSP)

OFFICE USE ONLY

APPLICATION #: OSP – 0465 – 10

OSHPD Special Seismic Certification Preapproval (OSP)

Type: New Renewal

Manufacturer Information

Manufacturer: Termaco

Manufacturer’s Technical Representative: Carl Tremblay

Mailing Address: 325 Bd Industriel, Saint-Jean-sur-Richelieu, QC J3B7M3, Canada

Telephone: (450) 346-6781 Email: [email protected]

Product Information

Product Name: Battery cabinets

Product Type: Electrical equipment

Product Model Number: TCR-CS-410RB-S01 and TCR-CS-410RB-S02 (List all unique product identification numbers and/or part numbers)

General Description: Each unit consists of a circuit breaker, batteries and enclosure. Seismic enhancements made

to the test units required to address the anomalies observed during the tests shall be incorporated into the production units.

Mounting Description: Rigid base mounted

Applicant Information

Applicant Company Name: Dynamic Certification Laboratories

Contact Person: Joseph L. La Brie, S.E., Partner

Mailing Address: 1315 Greg Street, Suite 109, Sparks, NV 89431


I hereby agree to reimburse the Office of Statewide Health Planning and Development review fees in accordance with the California Administrative Code, 2016.

Signature of Applicant: Date: 5/3/16

Title: Joseph L. La Brie, S.E. Company Name: Dynamic Certification Laboratories

05/16/2016

OSP-0465-10

Page 1 of 9

mailto:[email protected]



California Licensed Structural Engineer Responsible for the Engineering and Test Report(s)

Company Name: Dynamic Certification Laboratories

Name: Dr. Ahmad Itani, S.E. California License Number: SE-5220



Supports and Attachments Preapproval

Supports and attachments are preapproved under OPM-

(Separate application for OSHPD Preapproval of Manufacturer’s Certification (OPM) of Supports and attachments is required)

Supports and attachments are not preapproved

Certification Method

Testing in accordance with: ICC-ES AC156

Other (Please Specify):

Testing Laboratory

Company Name: Dynamic Certification Laboratories

Contact Name: Kelly Laplace, Project Manager




05/16/2016

OSP-0465-10

Page 2 of 9

mailto:[email protected]




Seismic Parameters

Design in accordance with ASCE 7-10 Chapter 13: Yes No

Design Basis of Equipment or Components (Fp/Wp) = 0.99

SDS (Design spectral response acceleration at short period, g) = 1.38

ap (In-structure equipment or component amplification factor) = 1.0

Rp (Equipment or component response modification factor) = 2.5

0 (System overstrength factor) = 2.0

Ip (Importance factor) = 1.5

z/h (Height factor ratio) = 1

Equipment or Component Natural Frequencies (Hz) = See attachment

Overall dimensions and weight (or range thereof) = See attachment

Equipment or Components @ grade designed in accordance with ASCE 7-10 Chapter 15: Yes No

Design Basis of Equipment or Components (V/W) =

SDS (Design spectral response acceleration at short period, g) =

SD1 (Design spectral response acceleration at 1 second period, g) =

R (Response modification coefficient ) =

0 (System overstrength factor) =

Cd (Deflection amplification factor) =

Ip (Importance factor) = 1.5

Height to Center of Gravity above base =

Equipment or Component Natural Frequencies (Hz) =

Overall dimensions and weight (or range thereof) =

Tank(s) designed in accordance with ASME BPVC, 2015: Yes No

List of Attachments Supporting Special Seismic Certification

Test Report(s) Drawings Calculations Manufacturer’s Catalog

Other(s) (Please Specify):

OSHPD Approval (For Office Use Only) – Approval Expires on December 31, 2022

Signature: Date: May 16, 2016

Print Name: Timothy J. Piland Title: SSE

Special Seismic Certification Valid Up to : SDS (g) = 1.38 z/h = 1

Condition of Approval (if applicable):

05/16/2016

OSP-0465-10

Page 3 of 9

Depth Width Height

TCR‐CS‐410RB‐S02 32.7 40.0 77.6 4,930 1.38 UUT1

TCR‐CS‐410RB‐S01 35.3 40.3 78.7 5,120 1.38 UUT2Termaco

Mounting Description: Rigid base mount

Model Manufacturer

Dimensions (in)

Weight (lb) Sds (g), z/h=1 Unit

Certified Options: Breakers and batteries

Special Seismic Certification

Certified ComponentsManufacturer: Termaco

Product Line: Battery Racks

Certified Construction: 10 gage painted carbon steel

05/16/2016

OSP-0465-10

of 9

Length Depth Height

TCR‐CS‐410RB‐S02‐

EnclosureNEMA 1/2 32.7 40.0 77.6 4,930 UUT1

TCR‐CS‐410RB‐S01‐

EnclosureNEMA 1 35.3 40.3 78.7 5,120 UUT2

Termaco

NEMA

Rating

Painted carbon steel

Model Number ManufacturerCabinet

Material

Max.

Weight

(lb)

Dimensions (in)Unit


Certified SubcomponentsManufacturer: Termaco

Product Line: Battery racks

Enclosures

Certified Subcomponent: Enclosures

05/16/2016

OSP-0465-10

of 9

Model Number Manufacturer Material Amperage Unit

LLL37060D33 Square D 600 UUT1

SACE T6N800 ABB 800 UUT2

Note: Manufacturing process for tested breakers is ISO 9001 certified.

Model Number Manufacturer Material Voltage Unit

UPS12‐540MR C&D Dynasty 12 V UUT1

12HX500‐FR Data Safe 12 V UUT2

Note: Multiple identical batteries were tested in each unit.

Molded case (plastic)

Batteries

Lead acid battery


Certified SubcomponentsManufacturer: Termaco

Product Line: Battery racks

Certified Subcomponent: Breakers and batteries

Breakers

05/16/2016

OSP-0465-10

of 9

Depth Width Height

TCR‐CS‐410RB‐S02 32.7 40.0 77.6 4,930 1.38 UUT1

TCR‐CS‐410RB‐S01 35.3 40.3 78.7 5,120 1.38 UUT2Termaco

Tested Construction: 10 gage painted carbon steel

Tested Options: Breakers and batteries

Model ManufacturerDimensions (in)

Weight (lb) Sds (g), z/h=1 Unit


Tested ComponentsManufacturer: Termaco

Product Line: Battery Racks

Mounting Description: Rigid base mount

05/16/2016

OSP-0465-10

of 9

Depth Width Height Front‐Back Side‐Side Vertical

4,930 32.7 40.0 77.6 6.8 9.0 23.0

Building Code Test Criteria Sds (g) z/h Ip Aflx‐H (g) Arig‐H (g) Aflx‐V (g) Arig‐V (g)

1.38 1.0 2.21 1.66

1.55 0.0 1.55 0.62

Unit Mounting Description:

0.41

The unit was rigidly mounted at its base with (6) 1/2" diameter Grade 8 bolts, torqued to 80 ft‐lb.

UUT1

Product Construction Summary:

CBC 2016 ICC‐ES AC156 1.51.03

Seismic Test Parameters

10 gage painted carbon steel

Options / Subcomponent Summary:

Note: The UUT was operational before and after shaking and was full of operating content during the tests. The structural

integrity of the component attachment system and force‐resisting systems was maintained.

UUT Properties

Operating Weight

(lb)

Dimensions (inches) Lowest Natural Frequency (Hz)

Square D circuit breaker and C&D Dynasty batteries

UUT1

UNIT UNDER TEST (UUT) Summary SheetManufacturer: Termaco

Product Line: Battery cabinets

Model Number: TCR‐CS‐410RB‐S02

0.92 0.45

05/16/2016

OSP-0465-10

of 9

Depth Width Height Front‐Back Side‐Side Vertical

5,120 35.3 40.3 78.7 6.5 6.8 18.8

Building Code Test Criteria Sds (g) z/h Ip Aflx‐H (g) Arig‐H (g) Aflx‐V (g) Arig‐V (g)

1.38 1.0 2.21 1.66

1.55 0.0 1.55 0.62

Unit Mounting Description:

The unit was rigidly mounted at its base with (6) 1/2" diameter Grade 8 bolts, torqued to 80 ft‐lb.

UUT2

Seismic Test Parameters

CBC 2016 ICC‐ES AC156 1.5

Operating Weight

(lb)

Dimensions (inches) Lowest Natural Frequency (Hz)

UUT2

UNIT UNDER TEST (UUT) Summary SheetManufacturer: Termaco

Product Line: Battery cabinets

Model Number: TCR‐CS‐410RB‐S01

Product Construction Summary:

10 gage painted carbon steel

Options / Subcomponent Summary:

ABB circuit breaker and Data Safe batteries

Note: The UUT was operational before and after shaking and was full of operating content during the tests. The structural

integrity of the component attachment system and force‐resisting systems was maintained.

UUT Properties

0.411.03

0.92 0.45

05/16/2016

OSP-0465-10

of 9

CERTIFICATE OF COMPLIANCE

SEISMIC DESIGN OF NONSTRUCTURAL COMPONENTS AND SYSTEMS

Page 1 of 3

102S-103387 Rev 1

Certification No.

VMA-51165-01C (Revision 00)

Expiration Date: 02/28/2019

Certification Parameters: The nonstructural products (mechanical and/or electrical components) listed on this certificate are CERTIFIED1 FOR SEISMIC APPLICATIONS in accordance with the following building code2 releases.

IBC 2015 The following model designations, options, and accessories are included in this certification. Reference report number 61626-1501 as issued by Dynamic Certification Laboratories for a complete list of certified models, included accessories/options, and certified installation methods.

TERMACO TCR, Battery Cabinets

The above referenced equipment is APPROVED for seismic application when properly installed3, used as intended, and contains a Seismic Certification Label referencing this Certificate of Compliance4. As limited by the tabulated values, below grade, grade, and roof-level installations, installations in essential facilities, for life safety applications, and/or of equipment containing hazardous contents are permitted and included in this certification with an Equipment Importance Factor assigned as IP=1.5. The equipment is qualified by successful seismic shake table testing at the nationally recognized Dynamic Certification Laboratories under the review of the ISO Accredited Product Certification Agency, The VMC Group.

Test DatumAC156

ISO 17025 LaboratoryPre/Post-Shake FunctionalityTri-axial, 5% Damping SRS

AFLEX-H ≤ 2.208 g AFLEX-V ≤

ARIG-H ≤ 1.656 g ARIG-V ≤

ZPAH ≤ 1.490 g ZPAV ≤ 0.372 g

1.033 g

0.413 g

Certified Seismic Design Levels

CertifiedIBC

Importance IP ≤ 1.5

Soil Classes A-DRisk Categories I-IV

Design Categories A-F

SDS ≤ 1.550 g SDS ≤ 1.380 g

z/h = 0.0 z/h ≤ 1.0

Horizontal Design5 1.04 g�

Certified Seismic Installation Methods

Rigid mounting from unit base to rigid structure



Page 2 of 3

102S-103387 Rev 1

Certified Product Table:

Model Dimensions (in)

Operating Weight (lb) Depth Width Height

TCR-CS-410RB-S02 32.7 40.0 77.6 4,930

TCR-CS-410RB-S01 35.3 40.3 78.8 5,120

This certification includes the product and factory supplied accessories and options. The product and included accessories and options shall be a catalogue design and factory supplied. The product shall be installed and attached to the building structure per the manufacturer supplied seismic installation instructions. This certification excludes all non-factory supplied accessories, including but not limited to enclosures, isolation/restraint devices, remote control panels, mounting brackets and other electrical/mechanical components.

VMA-51165-01C (Revision 00) Issue Date: February 12, 2016

Expiration Date: February 28, 2019



Page 3 of 3

102S-103387 Rev 1

Notes and Comments: 1. All equipment listed herein successfully passed the seismic acceptance criteria for shake testing non-structural components and systems

as set forth in the ICC AC-156. The Test Response Spectrum (TRS) enveloped the Required Response Spectrum (RRS) for all units tested. The units cited in this certification were representative sample(s) of a contingent of models and all remained captive and structurally sound after the seismic shake simulation. The units also remained functionally operational after the simulation testing as functional testing was completed by the equipment manufacturer before and after the seismic simulations. Although a seismic qualified unit inherently contains some wind resisting capacity, that capacity is undetermined and is excluded from this certification. Snow/Ice loads have been neglected and thus limit the unit to be installed both indoors (covered by an independent protective structure) and out of doors (exposed to accumulating snow/ice) for ground snow loads no greater than 30 psf for all applications.

2. The following building codes are addressed under this certification:

IBC 2015 – referencing ASCE7-10 and ICC AC-156

3. Refer to the manufacturer supplied installation drawings for anchor requirements and mounting considerations for seismic applications. Required anchor locations, size, style, and load capacities (tension and shear) are specified on the installation drawings. Mounting requirement details such as anchor brand, type, embedment depth, edge spacing, anchor-to-anchor spacing, concrete strength, special inspection, wall design, and attachment to non-building structures must be outlined and approved by the Engineer of Record for the project or building. Structural walls, structural floors, and housekeeping pads must also be seismically designed and approved by the project or building Structural Engineer of Record to withstand the seismic anchor loads as defined on the installation drawings. The installing contractor is responsible for observing the installation detailed in the seismic installation drawings and the proper installation of all anchors and mounting hardware.

4. For this certificate and certification to remain valid, this certificate must correspond to the “Seismic Certification Label” found affixed to the

unit by the factory. The label ensures the manufacturer built the unit in conformance to the IBC seismic design criteria set forth by the Certified Seismic Qualification Agency, The VMC Group, and meets the seismic design levels claimed by this certificate.

5. When the site soil properties or final equipment installation location are not known, the soil site coefficient, FA, defaults to the Soil Site Class

D coefficient. Soil Classes A, B, C, D, Seismic Risk Category I, II, III, IV, and Seismic Design Categories A, B, C, D, E, and F are all covered under this certification, limited by the SDS values on page 1, respective to the applicable building code, Importance factor, and z/h ratio.

6. Mechanical, Electrical, and Plumbing connections to the equipment must be flexibly attached as to not transfer load through the connection. The structural integrity of any conduit, cable trays, piping, ductwork and/or flexible connections is the responsibility of others. This certification does not guarantee the equipment will remain compliant to UL or NEMA standards after a seismic event.

7. This certificate applies to units manufactured at 325 Boul. Industriel, Saint-Jean-Sur-Richelieu, Quebec, Canada J3B 7M3

VMA-51165-01C (Revision 00) Issue Date: February 12, 2016 Expiration Date: February 28, 2019

John P. Giuliano, PE President, The VMC Group

application for oshpd special seismic office use only

Documents