oshpd preapproval of manufacturer's certification (opm) movement at the test load. a practical...
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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”
APPLICATION FOR OSHPD PREAPPROVAL OF MANUFACTURER’S CERTIFICATION (OPM)
OFFICE USE ONLY
APPLICATION #: OPM-0046-13 OSHPD Preapproval of Manufacturer’s Certification (OPM)
Type: x New Renewal Update to Pre-CBC 2013 OPA Number:
Manufacturer Information
Manufacturer: Quantum Storage Systems
Manufacturer’s Technical Representative: Charlie Nicely- Dean Cohen
Mailing Address: 15800 NW 15 AVE Miami, FL 33169
Telephone: 800-685-4665 Email: dean@quantumstorage.com
Product Information
Product Name: Chrome Wire
Product Type: Wire shelving products and accessories
Product Model Number:
General Description: All welds wire shelves and posts create sturdy shelving systems with flexibility to add or remove shelves when needed
Applicant Information
Applicant Company Name: Seizmic Inc.
Contact Person: Meredith Young
Mailing Address: 161 Atlantic st. Pomona, CA 91768
Telephone: 909-869-0989 Email: OPERATIONS@SEIZMICINC.COM
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: Meredith Young
Date: 7-01-2013
Title: Operations assistant Company Name: Seizmic INC
12/11/2013 OPM-0046-13: Reviewed for Code Compliance by Jeffrey Y. Kikumoto Page 1 of 3
Jeffrey Y. Kikumoto
OPM-0046-13
12/11/2013
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 2 of 2
Registered Design Professional Preparing Engineering Recommendations
Company Name:
Seizmic INC.
Name: Sal Fateen California License Number: 25969
Mailing Address: 161 Atlantic st. Pomona Pomona, CA 91768
Telephone: 909-869-0989 Email: OPERATIONS@SEIZMICINC.COM
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):
*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: December 11, 2013
Print Name: Jeffrey Y. Kikumoto
Title: Senior Structural Engineer
Condition of Approval (if applicable):
12/11/2013 OPM-0046-13: Reviewed for Code Compliance by Jeffrey Y. Kikumoto Page 2 of 3
Jeffrey Y. Kikumoto
OPM-0046-13
12/11/2013
1"
18 GA.
7" 2 7/8"
7"
2 7/8"
1 7/16"
1 1/2"
1/4"
4 3/8"
2 7/16"3 3/16"
Ø1/4"
Ø1/4"
3/16"
STANCHION TUBE:1" SCH 5 PIPE
(ASTM A53/A53M-12 GR-B) FOOT PLATE: CARBON STEEL PLATE(ASTM A36 / A36M-12)
4"
Ø9/16"
1/2"Ø HILTI KB-TZANCHOR
SOIL
SLAB ON GRADE
(2) ANCHORS REQ'D PER FOOT PLATE
1
2
(2) 0.1875"Ø CLEVIS PINSW/ COTTER PINS
(2) CLEVIS PINS W/ COTTER PINSREQ'D PER CONNECTION
(PERPENDICULAR TO ONE ANOTHER)
Tu Tu
Vu Vu3 1/4" MIN.EMBMNT.
TYPE 48 x 18: Tu = 1,662#/ANCHOR Vu = 287#/ANCHOR
TYPE 48 x 24: Tu = 1,735#/ANCHOR Vu = 397#/ANCHOR
TYPE 60 x 24: Tu = 1,732#/ANCHOR Vu = 407#/ANCHOR
4
1
2 3 TYP
V-ATYP
7"MIN.
7"MIN.
SLAB EDGEOR
OPENING
BASEPLATE
ANCHOR
MAXIMUM WEIGHTOF CONTENTS:
XXX*# PER LEVEL
* FOR XXX# PER LVLSEE NOTE GENERAL NOTE #6
20.750"
46.416"
47.586"
23.836"
2.041"
4.876"
22.666"
Ø0.25"Ø0.25"
0.125"
0.118"
1.320"
0.813"
2.438"
Ø0.25"
Ø0.162" 1.200"
Ø0.25"
0.700"
1.425"
Ø1.310
1.563"
Ø0.25"
Ø0.25"0.090" THK.Ø0.144" x 56
Ø1.130"
48" NOMINAL 24" NOMINAL
74"
9"
15"
15"
15"
15"
FRONT VIEW SIDE VIEW
24" CENTEROF GRAVITY
12" CENTEROF GRAVITY
MAXIMUM WEIGHTOF CONTENTS:
200# PER LEVEL
74"
48" NOMINAL 18" NOMINAL
74"
9"
15"
15"
15"
15"
FRONT VIEW SIDE VIEW
24" CENTEROF GRAVITY 9" CENTER
OF GRAVITY
MAXIMUM WEIGHTOF CONTENTS:
140# PER LEVEL
74"
Fp = 876# (LRFD)
C.G. WT. = 779#
60" NOMINAL 24" NOMINAL
74"
9"
15"
15"
15"
15"
FRONT VIEW SIDE VIEW
30" CENTEROF GRAVITY
12" CENTEROF GRAVITY
MAXIMUM WEIGHTOF CONTENTS:
200# PER LEVEL
74"
TYPE 48 x 18 TYPE 48 x 24 TYPE 60 x 24
46.8765" 46.8765" 46.8765" 46.8765" 46.8765" 46.8765"
Fp = 1213# (LRFD)
C.G. WT. = 1078#
Fp = 1244# (LRFD)
C.G. WT. = 1106#
METAL SPLIT SLEEVES
SHELF COLLAR
2 PIECE METAL SPLITSLEEVES WRAPS COLUMN
AND IS HELD IN PLACE WITHTHE SHELF COLLAR
1 3/4"
10.04" THK. RETAINER
4
TYP.1/8"
Ø0.22"
Ø0.125"
Ø0.18" 1 1/2" 1" 1 1/2"4"
4"
1 7/16"1 1/8"
1 7/16"
4"
AD
DR
ES
S:
DRAWING NUMBER:
DESCRIPTION:
DRAWN BY:
DATE:
LAST REV. BY:
REV. DATE:
APRV'D BY: SAL E. FATEEN
TYPE:
SEIZMIC
Tel.(909)869-0989
Pomona, California
EST. 1985
ENGINEERING, INC.161 Atlantic Street
Fax (909)869-0981
91768
DA
TER
EV
.B
YD
ES
CR
IPTI
ON
SCALE: N.T.S.
QU
AN
TUM
STO
RA
GE
SY
STE
MS
M.V. / A.M.
04/16/13
QUA
LIGHT DUTYSTORAGEFIXTUREDETAILS
12-1300-A
GENERAL NOTES:1. THIS OSHPD PREAPPROVAL OF MANUFACTURER'S CERTIFICATION (OPM) IS BASED ON THE CBC 2013. THE DEMAND (DESIGN FORCES) FOR USE WITH THIS OPM SHALL BE BASED ON THE CBC 2013.2. THIS PREAPPROVAL CONFORMS TO THE 2013 CBC WHERE SDS IS NOT GREATER THAN 2.53. FORCES ARE PER ASCE 7-10 SECTION 13.3.1, EQUATIONS 13.3-1, 13.3-2 & 13.3-3 WHERE SDS = 2.5, ap = 1.0, Ip = 1.5, Rp = 2.5, Ωo = 2.5 & z/h = 0.0 AT CONCRETE SLAB ON GRADE ONLY.4. THIS PRE-APPROVAL COVERS THE SUPPORTS AND ATTACHMENTS OF THE UNIT TO THE HOSPITAL BUILDING'S STRUCTURE. THE UNIT, INCLUDING THE FOOTPLATE, IS SUPPLIED BY QUANTUM. THE EXPANSION ANCHORS SHOWN ON THE DRAWINGS SHALL BE SUPPLIED & INSTALLED BY THE CONTRACTOR.5. ALL DESIGN FORCES SHOWN ON THE DRAWINGS ARE FACTORED LOADS THAT SHALL BE USED FOR STRENGTH DESIGN.6. STORAGE CAPACITY: TYPE 48 x 18 = 140# PER LEVEL
TYPE 48 x 24 = 198# PER LEVELTYPE 60 x 24 = 200# PER LEVEL
NOTE:DESIGN BASED ON:
SDS = 2.5 I = 1.5 z/h = 0.0 ap = 1.0 Rp = 2.5 Ωo = 2.5
GROUND FLOOR INSTALLATIONSLAB ON GRADE ONLY
RESPONSIBILITIES OF THE SEOR OF THE BUILDING:1. PROVIDE SUPPORTING STRUCTURE TO SUPPORT WEIGHTS AND FORCESSHOWN IN ADDITION TO ALL OTHER LOADS.2. VERIFY INSTALLATION IS IN CONFORMANCE WITH THE 2013 CBC AND WITHTHE DETAILS.3. VERIFY THAT PROJECT SPECIFIC VALUES OF SDS & z/h RESULTS INSEISMIC FORCES (Eh & Ev) THAT DO NOT EXCEED THE VALUES ON THEDETAILS.4. VERIFY THAT THE CONCRETE SLAB TO WHICH THE EQUIPMENT ISANCHORED MEETS THE REQUIREMENTS OF THE APPLICABLE ICC-ES ESR5. VERIFY THAT THE ANCHORS ARE AT ADEQUATE DISTANCES FROM ANYSLAB EDGE OR OPENINGS (REFER TO DETAIL 6)6. VERIFY THAT ALL NEW OR EXISTING ANCHORS ARE AN ADEQUATEDISTANCE FROM THE UNIT ATTACHMENTS & CHECK FOR INTERACTIONWHERE OTHER ANCHORS ARE WITHIN 18" OR 6hef FROM THIS UNITSANCHORS.
NOTES:1. THIS PREAPPROVAL ALLOWS FOR UP TO A MAXIMUM OF 2 ADJACENTCONCRETE SLAB EDGES 7" AWAY FROM MINIMUM FROM CORNER (2DIRECTIONS)2. TESTING OF EXPANSION ANCHORS PER 2013 CBC 1913A.7; TENSIONTESTING SHALL BE DONE IN THE PRESENCE OF THE SPECIAL INSPECTORAND A REPORT OF THE TEST RESULTS SHALL BE SUBMITTED TO OSHPD. a. AFTER 24 HOURS MINIMUM HAVE ELAPSED SINCE INSTALLATION, DIRECT PULL TENSION TEST AT LEAST 50% OF THE ANCHORS. b. ACCEPTANCE CRITERIA:
1. DIRECT TENSION TEST; ANCHOR SHALL HAVE NO OBSERVABLE MOVEMENT AT THE TEST LOAD. A PRACTICAL WAY TO DETERMINE OBSERVABLE MOVEMENT IS THAT THE WASHER BECOMES LOOSE.2. TORQUE TEST: THE APPLICABLE TORQUE FOR TORQUE CONTROLLED EXPANSION ANCHOR SHALL BE ACHIEVED WITHIN THE 1/2 TURN OF THE NUT.
c. IF ANY ANCHOR FAILS, TEST ALL ANCHORS.
EXPANSION ANCHORS:PER ESR-1917 & ACI 318-11ANCHORDIA (IN)
1/2
CONC.TYPE
NORMAL
MIN f'c(PSI)3,000
ANCHORTYPEKB-TZ
ICC-ESESR No
1917
MIN.EMBED3 1/4"
MIN.SPACING
4"
MIN.EDGE DIST.
7"
MIN. CONC.THICKNESS
6"
TORQUETEST (LBS)40 LBS-FT
DIRECTTENSION (LBS)
2,344 LBS
MATERIAL REQUIREMENTS:CLEVIS PIN: 0.1875"Ø Fy = 36,000 PSI, GRADE 36.FOOTPLATE: CARBON STEEL PLATE (ASTM A36/A36M-12)FOOTPLATE SLEEVE (VERTICAL TUBE): 1" SCH. 5 PIPE (ASTM A53/A53M-12 GR-B)WELD: E60XXALL BOLTS: A307 (UNLESS OTHERWISE NOTED).ANCHORS: HILTI KWIK BOLT TZ, ICC #ESR-1917.CONCRETE: 6" THICK NORMAL WEIGHT f'c = 3,000 PSI.
No. 25969
EXPIRES12-31-2015
12/11/2013 OPM-0046-13: Reviewed for Code Compliance by Jeffrey Y. Kikumoto Page 3 of 3
Jeffrey Y. Kikumoto
OPM-0046-13
12/11/2013
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