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Transcript of OSHPD PREAPPROVAL OF MANUFACTURER'S ... ti (RFID) bl d bi d endoscopen enddoosco ID Cabi net RISup...
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
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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OPM-0370-13
09/19/2016pes (iRIScope).pes (iRIScope)./ /
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) 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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09/19/2016
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
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09/19/2016 OPM-0370-13: Reviewed for Code Compliance by William Staehlin Page 3 of 10
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HPD OPM-0370SHPD OPM-0370
AND iRISUPPLYTS AND ATTACTAND iRISUPPLYTS AND ATTACTSS AA
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OSHPD OPM-0370-13
OPE AND iRISUPPLY CABPORTS AND ATTACHME
NSTRUCTION DRAWI
E ASPECTP
ATRUCTION DRAS
MO
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NSTRUCTION DRAWI
LE ASPECTS
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PE AND iRISUPPLY CORTS AND ATTACH
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William Staehlin
OPM 0370 13HPD OPMHPD OPM
09/19/2016ND ATTAND ATTA
FILE NO.: CLT-0316-037 “Empowered by Experience” Index Rev 1
OSHPD OPM-0370-13
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
09/19/2016 OPM-0370-13: Reviewed for Code Compliance by William Staehlin Page 4 of 10
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
A Division of Tomarco Contractor Specialties
WVJ07/28/16WVJ08/25/161
N.T.S. GEN NOTES
OSHPD OPM-0370-13 CONST DWG - 1
8
09/19/2016 OPM-0370-13: Reviewed for Code Compliance by William Staehlin Page 5 of 10
TS iRISCOPE AND OPTS iRISCOPE AND iRISCOOPPE AN
William Staehlin
OPM-0370-13
000099999/////111199999/////222220000011111666
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. ATTACH NOTES
OPM-0370-13 MOBILE ASPECTS iRISCOPE AND iRISUPPLY CABINETSATTACHMENT NOTES
OSHPD OPM-0370-13 CONST DWG - 2
8
09/19/2016 OPM-0370-13: Reviewed for Code Compliance by William Staehlin Page 6 of 10
EECC SSEEECC SSCTTTSTCCTSOBILE ASPECTS iRISCOPE ATTACHMENT NHASLEOBILE ASPECTS iRISCOPE ATTACHMENT N
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William Staehlin
OPM-0370-13
09/19/2016
OPM-0370-13 MOBILE ASPECTS iRISCOPE PLAN VIEW AT GRADE
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
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6" MIN. EDGE DISTANCE
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10 1/2" 10 1/2"
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9.234"
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3"
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OSHPD OPM-0370-13 CONST DWG - 3
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09/19/2016 OPM-0370-13: Reviewed for Code Compliance by William Staehlin Page 7 of 10
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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. iRISUPPLY GD
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OSHPD OPM-0370-13 CONST DWG - 4
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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.
SOLID CONCRETE SLAB
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THRU BOLTS - NOTES 1 AND 2
1" MAX.OFFSET
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OSHPD OPM-0370-13 CONST DWG - 5
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09/19/2016 OPM-0370-13: Reviewed for Code Compliance by William Staehlin Page 9 of 10
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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
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BBHE
ANHEHEREEEL
MM OENENT
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CCTS MMISSCCEL
AANON
DT
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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
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
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
OSHPD OPM-0370-13 CONST DWG - 6
8
09/19/2016 OPM-0370-13: Reviewed for Code Compliance by William Staehlin Page 10 of 10
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
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GENO ES"
OOBILE ASPPEC
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OOOPPPMMM-000333777000-111333
09/19/2016