oshpd preapproval of manufacturer's certification … manufacturer: skytron llc....
TRANSCRIPT
OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENTFACILITIES 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
PPLICATION FOR OSHPD PREAPPROVAL OF MANUFACTURER’S CERTIFICATION (OPM)
OFFICE USE ONLY
APPLICATION #: OPM-0256-13
OSHPD Preapproval of Manufacturer’s Certification (OPM)
Type: New Renewal Update to Pre-CBC 2013 OPA Number:
Manufacturer Information
Manufacturer: Skytron LLC.
Manufacturer’s Technical Representative: Bob Vreeland
Mailing Address: Skytron US, 5085 Corporate Exchange Blvd SE, Grand Rapids, MI 49512
Telephone: (616) 656-1189 Email: [email protected]
Product Information
Product Name: Skytron Ergon 3
Product Type: Hospital Ceiling Mounted Booms
Product Model Number:100 Series, 110 Series, 120 Series, 200 Series, 300 Series, 310 Series, 320 Series, 330 Series, Stellar XL Surgical Lights
General Description: Skytron’s Ergon 3 ceiling mounted booms are mounted from a single point of attachment.
Multiple booms at different elevations are used for equipment, monitors and lights.
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: 01/22/2016
Title: Principal Structural Engineer Company Name: ISAT Seismic Bracing
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OPM-0256-13omsoms
12/19/2016pment monitors apment monitors a/ /
12/19/2016 OPM-0256-13: Reviewed for Code Compliance by Jeffrey Enzler Page 1 of 16
OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENTFACILITIES 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 no 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: 12-19-2016
Print Name: Jeffrey Enzler
Title: DSE
Condition of Approval (if applicable):
STATE OF CALIFORNIA – HEALTH AND HUMAN SERVICES AGENCYOSH-FD-700 (REV 5/30/13) Page 2 of 2
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12/19/2016 OPM-0256-13: Reviewed for Code Compliance by Jeffrey Enzler Page 2 of 16
FILE NO.: CLT-0515-070 “Empowered by Experience” REV 6
A Division of Tomarco Contractor Specialties
Submittal Documents
OSHPD OPM-0256-13
SUPPORT AND ATTACHMENT OPM CONSTRUCTION DRAWINGS
SKYTRON ERGON 3 BOOMS WITH STELLAR XL SURGICAL LIGHTS
SKYTRON, LLC
ISAT1020 Crews Road Suite Q
Matthews, NC 28105 704-841-4080
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OSHPD OPM-0256-13
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Jeffrey Enzler
OPM 0256 13HPD OPMHPD OPM
12/19/2016UCTIONUCTION
12/19/2016 OPM-0256-13: Reviewed for Code Compliance by Jeffrey Enzler Page 3 of 16
FILE NO.: CLT-0515-070 “Empowered by Experience” Index Rev 6
OSHPD OPM-0256-13 DRAWING INDEX
INDEX
Cover Page p i
Index Page p ii
General Notes p 1
Attachment Notes p 2
Skytron Ergon 3 at Metal Deck Slabs p 3
Skytron Ergon 3 at Solid Concrete Slabs p 4
Skytron Ergon 3 Miscellaneous Steel Page 1 p 5
Skytron Ergon 3 Miscellaneous Steel Page 2 p 6
Skytron Ergon 3 Miscellaneous Steel Page 3 p 7
Skytron Ergon 3 Top Plate Details p 8
Skytron Ergon 3 Mounting Plate Details p 9
Skytron Ergon 3 Forces and Moments p 10
Skytron Ergon 3 Stellar XL Forces and Moments p 11
Skytron Equipment Mounting and Anchorage Forces p 12
OSHPD OPM-0256-13 DWG - ii
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Jeffrey Enzler11
OPM-0256-13
12/19/2016
12/19/2016 OPM-0256-13: Reviewed for Code Compliance by Jeffrey Enzler Page 4 of 16
OPM-0256-13 SKYTRON ERGON 3 GENERAL NOTES
DRAWN BY:DATE:
REVISED BY:DATE:
REV NO:SCALE PAGE
International Seismic Application TechnologyA Division of Tomarco Contractor Specialties
1020 Crews Road, Suite Q, Matthews, NC 28105704-841-4080 www.isatsb.com
WVJ08/10/15WVJ11/15/164
N.T.S. GEN NOTES
8
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12/19/2016 OPM-0256-13: Reviewed for Code Compliance by Jeffrey Enzler Page 5 of 16
OPM-0256-13 SKYTRON ERGON 3 ATTACHMENT NOTES
DRAWN BY:DATE:
REVISED BY:DATE:
REV NO:SCALE PAGE
International Seismic Application TechnologyA Division of Tomarco Contractor Specialties
1020 Crews Road, Suite Q, Matthews, NC 28105704-841-4080 www.isatsb.com
WVJ08/10/15WVJ03/01/162
N.T.S. ATTACH NOTES
8
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12/19/2016
12/19/2016 OPM-0256-13: Reviewed for Code Compliance by Jeffrey Enzler Page 6 of 16
OPM-0256-13 SKYTRON ERGON 3 AND STELLAR XL AT METAL DECK SLAB
DRAWN BY:DATE:
REVISED BY:DATE:
REV NO:SCALE PAGE
International Seismic Application TechnologyA Division of Tomarco Contractor Specialties
1020 Crews Road, Suite Q, Matthews, NC 28105704-841-4080 www.isatsb.com
WVJ08/10/15WVJ11/15/164
N.T.S. METAL DECK
SEE GENERAL NOTE 6PAGE "GEN NOTES"
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SEE PAGE "MISC STEEL 1"AND "MISC STEEL 2"
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SECTION VIEW AT FIXTURE TO MOUNTING PLATE CONNECTIONINSTALLER IS TO PROVIDE ALL MATERIALS ABOVE THE SKYTRON MOUNTING PLATE
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SEE PAGE "ANCH FORCES" FORANCHORAGE BOLTS AND FORCES
SEE GENERAL NOTE 7PAGE "GEN NOTES"54" MIN EDGE DISTANCE
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12/19/2016 OPM-0256-13: Reviewed for Code Compliance by Jeffrey Enzler Page 7 of 16
SECTION VIEW AT FIXTURE TO MOUNTING PLATE CONNECTIONINSTALLER IS TO PROVIDE ALL MATERIALS ABOVE THE SKYTRON HUB PLATE
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WVJ08/10/15WVJ11/15/163
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12/19/2016 OPM-0256-13: Reviewed for Code Compliance by Jeffrey Enzler Page 8 of 16
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International Seismic Application TechnologyA Division of Tomarco Contractor Specialties
1020 Crews Road, Suite Q, Matthews, NC 28105704-841-4080 www.isatsb.com
WVJ08/10/15WVJ11/15/164
N.T.S. MISC. STEEL 1
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OPM-0256-13
12/19/2016
12/19/2016 OPM-0256-13: Reviewed for Code Compliance by Jeffrey Enzler Page 9 of 16
DRAWN BY:DATE:
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REV NO:SCALE PAGE
International Seismic Application TechnologyA Division of Tomarco Contractor Specialties
1020 Crews Road, Suite Q, Matthews, NC 28105704-841-4080 www.isatsb.com
WVJ08/10/15WVJ11/15/164
N.T.S. MISC. STEEL 2
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OPM-0256-13
12/19/201612/19SERIES,SERIES,
12/19/2016 OPM-0256-13: Reviewed for Code Compliance by Jeffrey Enzler Page 10 of 16
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International Seismic Application TechnologyA Division of Tomarco Contractor Specialties
1020 Crews Road, Suite Q, Matthews, NC 28105704-841-4080 www.isatsb.com
WVJ08/10/15WVJ11/15/164
N.T.S. MISC. STEEL 3
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12/19/2016 OPM-0256-13: Reviewed for Code Compliance by Jeffrey Enzler Page 11 of 16
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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
WVJ11/24/15WVJ11/15/163
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12/19/201612/1PLANPLANHUBHUB
12/19/2016 OPM-0256-13: Reviewed for Code Compliance by Jeffrey Enzler Page 12 of 16
DRAWN BY:DATE:
REVISED BY:DATE:
REV NO:SCALE PAGE
International Seismic Application TechnologyA Division of Tomarco Contractor Specialties
1020 Crews Road, Suite Q, Matthews, NC 28105704-841-4080 www.isatsb.com
WVJ08/10/15WVJ08/03/164
N.T.S. TOP PLATE
OPM-0256-13 SKYTRON ERGON 3 AND STELLAR XL TOP PLATE DETAILS
HSS 6.00
5/16
DIR
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HSS 6.00
5/16
12"2"
16"
16"
2"6"
6"
ASTM A36 PL 1"WITH (4) 11/16" HOLES
TOP PLATE AT SOLID CONCRETE SLABS
ASTM A36 PL 1" x 18"DIAMETER WITH (4) 11/16"HOLES ON 15" BOLT CIRCLE
DETAIL A FOR MODELS 330 SERIES,320 SERIES, 310 SERIES AND 300
SERIES BRACE CONNECTION
DETAIL B FOR MODELS 200 SERIES, 120 SERIES,110 SERIES AND 100 SERIES BRACE CONNECTION
AND ALL STELLAR XL MODELS
HSS 6.00
5/16
ASTM A36 PL 1" x 18"DIAMETER WITH (6) 11/16"
HOLES ON 15" BOLT CIRCLE
DETAIL A FOR MODELS 330 SERIES,320 SERIES, 310 SERIES AND 300
SERIES BRACE CONNECTION
DETAIL B FOR MODELS 200 SERIES, 120 SERIES,110 SERIES AND 100 SERIES BRACE CONNECTION
AND ALL STELLAR XL MODELS
TOP PLATE AT METAL DECK SLABS
8
OSHPD OPM-0256-13 DWG - 9
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Jeffrey EnzlerJeffre
OPM-0256-13-PM-02PM-02
12/19/2016DETADETA
12/19/2016 OPM-0256-13: Reviewed for Code Compliance by Jeffrey Enzler Page 13 of 16
DRAWN BY:DATE:
REVISED BY:DATE:
REV NO:SCALE PAGE
International Seismic Application TechnologyA Division of Tomarco Contractor Specialties
1020 Crews Road, Suite Q, Matthews, NC 28105704-841-4080 www.isatsb.com
WVJ08/10/15WVJ11/15/163
N.T.S. FORCES
OPM-0256-13 SKYTRON ERGON 3 FORCES AND MOMENTS
FIXTURE HUB
CEILING
Wp
GRAVITY MOMENTS ANDSEISMIC MOMENTS
10" MAX.
LATERAL FORCE
16 mm FDC-450 PLATE450 MPa ULTIMATE STRENGTH(ASTM A536-65/45/12 AT 65 KSI)
(6) 1 1/4" BOLTS BY SKYTRONSEE PAGE "MOUNTING PL"TORQUE NUTS TO 500 FT-LBS
BY SKYTRON SEEPAGE "MOUNTING PL"
6" MAX.3" MIN.
DOUBLE NUTSAND WASHERS
8
OSHPD OPM-0256-13 DWG - 10
KYTRON ERGON EKYTRON ERGON 3ON ERGG
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12/19/2016 OPM-0256-13: Reviewed for Code Compliance by Jeffrey Enzler Page 14 of 16
DRAWN BY:DATE:
REVISED BY:DATE:
REV NO:SCALE PAGE
International Seismic Application TechnologyA Division of Tomarco Contractor Specialties
1020 Crews Road, Suite Q, Matthews, NC 28105704-841-4080 www.isatsb.com
WVJ01/22/16WVJ11/15/162
N.T.S. STELLAR XL
OPM-0256-13 SKYTRON ERGON 3 WITH STELLAR XL SURGICAL LIGHTSFORCES AND MOMENTS
FIXTURE HUB 19 mm SS400480 MPa ULTIMATE STRENGTH(ASTM A 36 AT 70 KSI)CEILING
WpGRAVITY MOMENTS AND
SEISMIC MOMENTS
10" MAX.
LATERAL FORCE
DOUBLE NUTSAND WASHERS
(6) 1 1/4" BOLTS BY SKYTRONSEE PAGE "MOUNTING PL"TORQUE NUTS TO 500 FT-LBS
BY SKYTRON SEEPAGE "MOUNTING PL"
6" MAX. / 3" MIN.
8
OSHPD OPM-0256-13 DWG - 11
SKYTRON ERGON 3 WITHFORCES ANDESOSKYTRON ERGON 3 WITH FORCES AND
ERGOYTRON ERERCES
OS A
NA
3 WI
Jeffrey EnzlerJeffrey Enzler
OOOOOPPPPPMMMMM-----0000022222555556666----11111333
12/19/2016
12/19/2016 OPM-0256-13: Reviewed for Code Compliance by Jeffrey Enzler Page 15 of 16
DRAWN BY:DATE:
REVISED BY:DATE:
REV NO:SCALE PAGE
International Seismic Application TechnologyA Division of Tomarco Contractor Specialties
1020 Crews Road, Suite Q, Matthews, NC 28105704-841-4080 www.isatsb.com
WVJ02/26/16WVJ11/15/163
N.T.S. ANCH FORCES
OPM-0256-13 SKYTRON ERGON 3 WITH STELLAR XL SURGICAL LIGHTSEQUIPMENT MOUNTING AND ANCHOR FORCES
8
OSHPD OPM-0256-13 DWG - 12
SKYTRON ERGON 3 WITHNT MOUNTING AN
OSKYTRON ERGON 3 WITH ENT MOUNTING A
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3 WI
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OPMM-0000022222566----1111133333
11111222////111119999/2016
12/19/2016 OPM-0256-13: Reviewed for Code Compliance by Jeffrey Enzler Page 16 of 16