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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 AGENCYOSH-FD-700 (REV 5/30/13) of 2

APPLICATION FOR OSHPD PREAPPROVAL OF MANUFACTURER’S CERTIFICATION (OPM)

OFFICE USE ONLY

APPLICATION #: OPM-0370-13

OSHPD Preapproval of Manufacturer’s Certification (OPM)

Type: New Renewal Update to Pre-CBC 2013 OPA Number:

Manufacturer Information

Manufacturer: Mobile Aspects, Inc.

Manufacturer’s Technical Representative: Khang Le

Mailing Address: 3700 S. Water Street, Suite 310, Pittsburgh, PA 15203

Telephone: (412) 325-1690 x 103 Email: [email protected]

Product Information

Product Name: Mobile Aspects RFID Cabinets

Product Type: Storage Cabinet

Product Model Number: iRISupply, iRIScope

General Description: Radio Frequency Identification (RFID) enabled cabinets used to store and track hospital supplies

such as stents and catheters (iRISupply) and endoscopes (iRIScope).

Applicant Information

Applicant Company Name: ISAT Seismic Bracing

Contact Person: William V Joerger

Mailing Address: 1020 Crews Road, Suite Q, Matthews NC 28105

Telephone: 510-714-0216 Email: [email protected]

I hereby agree to reimburse the Office of Statewide Health Planning and Development review fees in accordance with the California Administrative Code, 2013.

Signature of Applicant: Date: 07/27/2016

Title: Principal Structural Engineer Company Name: ISAT Seismic Bracing

09/19/2016 OPM-0370-13: Reviewed for Code Compliance by William Staehlin Page 1 of 10

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OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT FACILITIES DEVELOPMENT DIVISION

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

Registered Design Professional Preparing Engineering Recommendations

Company Name: ISAT Seismic Bracing

Name: William V Joerger California License Number: S4545

Mailing Address: 1020 Crews Rd, Matthews NC 28105

Telephone: 510-714-0216 Email: [email protected]

OSHPD Special Seismic Certification Preapproval (OSP)

Special Seismic Certification is preapproved under OSP-(Separate application for OSP is required)

Special Seismic Certification is not preapproved

Certification Method(s)

Testing in accordance with:

ICC-ES AC156 FM 1950-10

Other* (Please Specify):

Equipment is considered to be rugged. OPM is for anchorage to concrete slabs.

*Use of criteria other than those adopted by the California Building Standards Code, 2013 (CBSC 2013) for component supports and attachments are not permitted. For distribution system, interior partition wall, and suspended ceiling seismic bracings, test criteria other than those adopted in the CBSC 2013 may be used when approved by OSHPD prior to testing.

Analysis

Experience Data

Combination of Testing, Analysis, and/or Experience Data (Please Specify):

List of Attachments Supporting the Manufacturer’s Certification

Test Report Drawings Calculations Manufacturer’s Catalog

Other(s) (Please Specify):

OFFICE USE ONLY – OSHPD APPROVAL VALID FOR CBC 2013 ONLY

Signature: Date: 09-19-2016

Print Name: William Staehlin

Title: SSE

Condition of Approval (if applicable):

STATE OF CALIFORNIA – HEALTH AND HUMAN SERVICES AGENCYOSH-FD-700 (REV 5/30/13) of 2

09/19/2016 OPM-0370-13: Reviewed for Code Compliance by William Staehlin Page 2 of 10

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Submittal Documents

OSHPD OPM-0370-13

iRISCOPE AND iRISUPPLY CABINET SUPPORTS AND ATTACHMENTS

CONSTRUCTION DRAWINGS

MOBILE ASPECTS, INC.

ISAT1020 Crews Road Suite Q

Matthews, N.C. 28105 704-841-4080

OSHPD OPM-0370-13 CONST DWG - i

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09/19/2016 OPM-0370-13: Reviewed for Code Compliance by William Staehlin of 10

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iRISCOPE AND iRISUPPLY

CONSTRUCTION DRAWING INDEX

INDEX

Cover Page p 1

Index Page p 2

Construction Drawings

General Notes p 3

Attachment Notes p 4

iRISCOPE at Grade p 5

iRISUPPLY at Grade p 6

Miscellaneous Steel p 7

Attachment Forces p 8

OSHPD OPM-0370-13 CONST DWG - ii


William Staehlin

OPM-0370-13

09/19/2016

OPM-0370-13 MOBILE ASPECTS iRISCOPE AND iRISUPPLY CABINETS GENERAL NOTES

DRAWN BY:DATE:

REVISED BY:DATE:

REV NO:SCALE PAGE

International Seismic Application Technology1020 Crews Road, Suite Q, Matthews, NC 28105

704-841-4080 www.isatsb.com


WVJ07/28/16WVJ08/25/161

N.T.S. GEN NOTES

OSHPD OPM-0370-13 CONST DWG - 1

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N.T.S. MISC STEEL

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SEE

SON RN RERON RRRRRRRRRRNNONNNCNCCONCCRRCCRNCNCNCNCCCCRNN RRRRNCCRRRRCCCCCCCCCNNNNNNNNNCCNCR

METAL DECK CONCRETE SORCES" FOR ELEVATION VIEW

SFORCES" FOR ELEVATION VIEW

O C S O CONCRETE SLAB TO RECEIVE THUTS. MAINTAIN 6" EDGE DISTAN

TOP NUT CANNOT BE INSTALLOUTS. MAINTAIN 6" EDGE DISTAN

TOP NUT CANNOT BE INSTALLS

TO.

OP NNUT

ET

SPECTS MISCELLAN

IN THE CONCRETE SLAB TO RECEIVE THE 1/2" ASTS ANDWHERE A TOP NUT CANNOT BE INSTALLED IN TH

TEEL MATERIAL TO RECEIVE THE 1/2" EQUIPMEOM OF SLAB SHALL BE HILTI KWIK BOLT TZ DMENT) AND 40 FT-LBS INSTALLATION TO

NOTE 6 FOR CONCRETE SLAB AND M

x3x1/4 x

1" MAX

AX. OFFS

ABE PAGE "FORCES" FOR ELEVATION VIEW OF THE C

IS

AANNTEN

MHE

SPECTS MISCELLAN

IN THE CONCRETE SLAB TO RECEIVE THE 1/2" ASTSWHERE A TOP NUT CANNOT BE INSTALLED IN THE

TEEL MATERIAL TO RECEIVE THE 1/2" EQUIPMENTOM OF SLAB SHALL BE HILTI KWIK BOLT TZ (

DMENT) AND 40 FT-LBS INSTALLATION TOR NOTE 6 FOR CONCRETE SLAB AND M

x3 FS

E PAGE "FORCES" FOR ELEVATION VIEW OF THE C

HE CONCRETE SLAB TO RECEIVE THE 1/2D NUTS. MAINTAIN 6" EDGE DISTANCE.E A TOP NUT CANNOT BE INSTALLED MATERIAL TO RECEIVE THE 1/2" EQU

F SLAB SHALL BE HILTI KWIK BOL) AND 40 FT-LBS INSTALLATIO

6 FOR CONCRETE SLAB

4 x

" MAX.O

AX

ABGE "FORCES" FOR ELEVATION VIEW OF T

N T AS

PA

3xx1/44

1

. OF

BBHE

ANHEHEREEEL

MM OENENT

O)

OTEE 6

CCTS MMISSCCEL

AANON

DT

PMZ

N TMN T

William Staehlin

OPM-0370-13METAL DECK CMETAL DECK C

09/19/2016NTAIN 6 EDGE DNTAIN 6 EDGE DCANNOT BE INSCANNOT BE INS

OPM-0370-13 MOBILE ASPECTS ATTACHMENT FORCES

DRAWN BY:DATE:

REVISED BY:DATE:

REV NO:SCALE PAGE




WVJ07/28/16WVJ08/25/161

N.T.S. FORCES

FpH LATERALSEISMIC FORCE

ANCHOR Vu

CONCRETE SLAB - SEE GENERALNOTE 6 ON PAGE "GEN NOTES"

FpV VERTICALACCELERATION

Wp WEIGHT

ANCHORTENSION Tu

ANCHOR Vu

CABINET FRONT ELEVATION CABINET REAR ATTACHMENT

CABINET FRONT ATTACHMENT

CABINET

7 GA BRACKET

5/16" HFH-0518-16STAINLESS STEEL STUD

AND HEX NUT.TENSILE STRENGTH = 65 KSI

CABINET

1/2" CAP SCREW18-8 STAINLESSSTEEL TENSILESTRENGTH = 100 KSI

1/2" x 1 1/2" A36 STIFFENER PLATESHOP WELDED TO 7 GA BRACKET.

DRILL 9/16" HOLE FOR BOLT

HL3 1213 HEX NUT

7 GA BRACKET

CABINET

ez

CABINET MATERIAL:COLD ROLLED STEEL16 GAGE (54 MIL)ASTM A1008-1020Fu = 51.9 KSI


8


T EEELLET ET VVVE VAE AAE AL ALL TE TIE IOE OOVATIOOV OOOV ONV NNA NA NAATTTTT OOOOOOOONNNNNNNTION

MOBILE ASPECTS

ETE SLAB - SEE GENERE 6 ON PAGE "GEN NOTES"

FRONT E C

A

NT

N E

NSES

MOBILE ASPECTS

ETE SLAB - SEE GENERTE 6

FR C

E GEN

T EROONNT

ON PSLPA

B - "G

SEE

E N

GENO ES"

OOBILE ASPPEC

WiWiWilllllliaiaiaaammmmm StStStaeeehlhlhlinininnn

OOOPPPMMM-000333777000-111333

09/19/2016