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-700 (REV 5/30/13) Page 1 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 c ) y y p p y p a a p p a a I p p a d l n d d y n d d y d d e e , b e b n n n p n t pp e i p e f pl cy Identif t ly y i s y y c s b y I ) c , Id c d a a de a a n e an t n e n i e nd ntificatio e ntificatio t tificatio t tification s fication s fication cation cation ( cation (R ation (R ation (R tion (R ion (RF on (RF on (RFI n (RFI n (RFID n (RFID (RFID (RFID) RFID) RFID) RFID) e FID) e FID) e FID) en ID) en D) ena D) ena D) ena ) enab ) enab enabl enable enable nable nabled nabled abled abled c bled c bled c bled ca led ca ed cab ed cab d cab d cabi d cabin cabin cabine e c t a ts a s s b b u i u n n e e e t s s u u iRI Scope tifi ti (RFID) bl d bi d endoscop en d e nd do os co Email: ID Cabi net RISup quency Identification (RFID) enabled cabinets used to upply) mic Bracing cin in p IS il: FID in iR quency Identification (RFID) enabled cabinets used to u mic B bi p cy Identification (RFID) enabled cabinets us ) uen ed ISu et D Ca ma ail: ppl B cin g William William Staehlin Staehlin OPM-0370-13 09/19/2016 pes (iRIScope). pes (iRIScope).
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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) Page 1 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
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
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) Page 2 of 2
09/19/2016 OPM-0370-13: Reviewed for Code Compliance by William Staehlin Page 2 of 10
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FILE NO.: CLT-0316-037 “Empowered by Experience” REV 1
A Division of Tomarco Contractor Specialties
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
8
09/19/2016 OPM-0370-13: Reviewed for Code Compliance by William Staehlin Page 3 of 10
OPM-0370-13 MOBILE ASPECTS MISCELLANEOUS STEEL AT ELEVATED SLABS
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
A Division of Tomarco Contractor Specialties
WVJ07/28/16WVJ08/25/161
N.T.S. MISC STEEL
NOTES:
1. DRILL 9/16" HOLE IN THE CONCRETE SLAB TO RECEIVE THE 1/2" ASTM A36 STEEL RODS WITHMATCHING WASHERS AND NUTS. MAINTAIN 6" EDGE DISTANCE.2. FOR LOCATIONS WHERE A TOP NUT CANNOT BE INSTALLED IN THE SUPPLEMENTAL STEEL ANGLE,DRILL AND TAP THE STEEL MATERIAL TO RECEIVE THE 1/2" EQUIPMENT ANCHORAGE BOLT.3. ANCHOR INTO BOTTOM OF SLAB SHALL BE HILTI KWIK BOLT TZ (ESR-1917) 1/2" x 4" HOLE DEPTH(3 1/4" EFFECTIVE EMBEDMENT) AND 40 FT-LBS INSTALLATION TORQUE.4. SEE PAGE "GEN NOTES" NOTE 6 FOR CONCRETE SLAB AND METAL DECK REQUIREMENTS.
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BRACKET BY MOBILE ASPECTS
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BRACKET BYMOBILE
ASPECTS
METAL DECK CONCRETE SLAB(SEE PAGE "FORCES" FOR ELEVATION VIEW OF THE COMPONENT)
CL FLUTE
OSHPD OPM-0370-13 CONST DWG - 5
8
09/19/2016 OPM-0370-13: Reviewed for Code Compliance by William Staehlin Page 9 of 10
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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
International Seismic Application Technology1020 Crews Road, Suite Q, Matthews, NC 28105
704-841-4080 www.isatsb.com
A Division of Tomarco Contractor Specialties
WVJ07/28/16WVJ08/25/161
N.T.S. FORCES
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AND HEX NUT.TENSILE STRENGTH = 65 KSI
CABINET
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1/2" x 1 1/2" A36 STIFFENER PLATESHOP WELDED TO 7 GA BRACKET.