oshpd preapproval of manufacturer's certification (opm) contact person: scott simpson mailing...

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

OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT FACILITIES DEVELOPMENT DIVISION

STATE OF CALIFORNIA – HEALTH AND HUMAN SERVICES AGENCY OSH-FD-700 (REV 12/16/15) of 2

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

OFFICE USE ONLY

APPLICATION #: OPM-0544-13

OSHPD Preapproval of Manufacturer’s Certification (OPM)

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

Manufacturer Information

Manufacturer: 2 Way Industries Ltd

Manufacturer’s Technical Representative: Jason Way

Mailing Address: 23 Patiki Rd, Avondale, Auckland 1026, New Zealand

Telephone: +64 9 828 0045

Email: [email protected]

Product Information

Product Name: GRIDLOK®

Product Type: Seismic Bracing Connectors for Rigid Brace System of Heavy Duty Suspended Ceiling Grid Systems

Product Model Number: GRIDLOK- 10P (Armstrong), GRIDLOK-10 (USG), GRIDLOK-10CT (CertainTeed)

General Description: Gridlok-10P, Gridlok-10 & Gridlok-10CT Connectors are an assembly of components that are

fastened to suspended clg frm’g system having main runners with a heavy-duty classification in accordance with ASTM

C635 & recognized in each mfr’s ESR report, & cold-formed steel bracing members using sheet metal screws (SMS)

Applicant Information

Applicant Company Name: BRACELOK® IP ltd

Contact Person: Scott Simpson

Mailing Address: P.O Box 31270, Milford, Auckland 0620, New Zealand

Telephone: +64211708734 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, 2016.

Signature of Applicant: Date: 03/21/19

Title: Chief Technical Officer Company Name: BRACELOK® IP Ltd

OPM-0544-13

Jeffrey Kikumoto

11/20/2019

11/20/2019 OPM-0544-13: Reviewed for Code Compliance by Jeffrey Kikumoto Page 1 of 21

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

OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT FACILITIES DEVELOPMENT DIVISION

STATE OF CALIFORNIA – HEALTH AND HUMAN SERVICES AGENCY OSH-FD-700 (REV 12/16/15) of 2

Registered Design Professional Preparing Engineering Recommendations

Company Name: Degenkolb Engineers

Name: Alvaro Celestino California License Number: S5580

Mailing Address: 225 Broadway Ste. 1325, San Diego, CA 92101

Telephone: 619-814-7004 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 1950-16

Other* (Please Specify): AISI S100

*Use of criteria other than those adopted by the California Building Standards Code, 2016 (CBSC 2016) 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 2016 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 2016 & ALL PRE-2016 CODE BASED PROJECTS

Signature: Date: 11/20/2019

Print Name: Jeffrey Kikumoto

Title: Senior Structural Engineer

Condition of Approval (if applicable):

OPM-0544-13

Jeffrey Kikumoto

11/20/2019

11/20/2019 OPM-0544-13: Reviewed for Code Compliance by Jeffrey Kikumoto Page 2 of 21

VI. DESIGN CRITERIA

II. RESPONSIBILITIES OF THE STRUCTURAL ENGINEER OF RECORD

WEDGE

ANCHOR DIA. (IN) TORQUE LOAD (FT-LBS)

3/8 25

1. APPLICABLE CODE: 2016 CALIFORNIA BUILDING CODE.2. SEISMIC DESIGN:

SEISMIC FORCE F (LRFD) = 0.4 * SDS * ap (1 + 2* Z/h) Wp (Rp / Ip)

WHERE:SDS = VARIES SEE SCHEDULE ON 2/S3Ip = 1.5Z/h= VARIES SEE SCHEDULE ON 2/S3

ap = 1.0Rp = 2.5

1. VERIFY MATERIALS AND WORKMANSHIP TO CONFORM WITH THE 2016 EDITION OF THE CALIFORNIA BUILDING CODE AND THE REQUIREMENTS OF THIS PRE-APPROVAL DOCUMENT.

2. VERIFY THE ADEQUACY OF THE EXISTING FRAMING TO SUPPORT THE LOADS INDICATED ON DETAIL 2/S3, IN ADDITION TO ALL OTHER LOADS.

3. VERIFY ANCHORS ARE AT ADEQUATE DISTANCES FROM OPENINGS AND EDGES OF SLABS AS NOTED IN THE GENERAL NOTES SECTION IV.

4. VERIFY ANCHORS ARE AT ADEQUATE DISTANCES FROM NEW OR EXISTING ANCHORS AS NOTED IN THE GENERAL NOTES SECTION IV.

5. DESIGN ANY SUPPLEMENTARY MEMBERS AND THEIR ATTACHMENTS OTHER THAN THOSE DETAILED WITHIN THIS PRE-APPROVAL.

6. VERIFY THAT THE INSTALLATION IS IN CONFORMANCE WITH THE 2016 CBC AND WITH THE DETAILS SHOWN IN THIS PRE-APPROVAL.

7. VERIFY THAT THE SITE SEISMIC PARAMETERS DON'T EXCEED WHAT IS PERMITTED UNDER THIS OPM

1. THIS OSHPD PRE-APPROVAL OF MANUFACTURE’S CERTIFICATION (OPM) IS BASED ON THE CBC 2016. THE DEMAND (DESIGN FORCES) FOR USE WITH THIS OPM SHALL BE BASED ON THE CBC 2016.

2. THIS PRE-APPROVAL IS VALID THROUGHOUT THE STATE OF CALIFORNIA, AND IS VALID FOR ACOUSTICAL TILE OR LAY IN PANEL CEILING GRIDS INSTALLED AT THE HEIGHTS AND SDS LIMITATIONS AS SHOWN ON SHEET S3.

3. THIS PRE-APPROVAL IS LIMITED TO CEILING ASSEMBLIES LISTED IN THE SCHEDULE ON 1/S2; HAVING MAXIMUM DEAD WEIGHT OF 4 PSF, INCLUDING LIGHTING FIXTURES (LUMINERIES) AND MECHANICAL SERVICES, EACH WEIGHING LESS THAN 56 LBS AND ATTACHED TO THE CEILING FRAME SYSTEM. HEAVIER SYSTEMS AND THOSE SUPPORTING LATERAL FORCES FROM PARTITION WALLS ARE OUTSIDE THE SCOPE OF THIS OPM.

GENERAL NOTES

I. GENERAL

IV. MECHANICAL ANCHORS

1. EXPANSION OR WEDGE ANCHORS INTO CONCRETE: HILTI KB-TZ (ICC ESR-1917), SIMPSON STRONG-BOLT 2 (ICC-ESR-3037) OR DEWALT POWER-STUD+ SD2 (ICC-ESR-2502).

2. INSTALL ANCHORS IN ACCORDANCE WITH LATEST ICC-ESR REPORT AND MANUFACTURER INSTRUCTIONS.

3. IF REINFORCEMENT IS ENCOUNTERED DURING DRILLING, ABANDON AND SHIFT THEHOLE LOCATION TO AVOID THE REINFORCEMENT. PROVIDE A MINIMUM OF 2 ANCHORDIAMETERS OR 1 INCH, WHICHEVER IS LARGER, OF SOUND CONCRETE BETWEEN THEDOWEL AND THE ABANDONED HOLE. FILL THE ABANDONED HOLE WITH NON-SHRINKGROUT APPROVED BY THE ENGINEER OF RECORD. NOTIFY THE ENGINEER OFRECORD IF ANY REINFORCING IS DAMAGED.

4. ANCHORS WILL BE PROOF-TESTED BY OWNER'S TESTING AND INSPECTION AGENCY.WITH A REPORT OF THE TEST RESULTS SUBMITTED TO OSHPD.

5. IF ANY ANCHOR FAILS TESTING, REPLACE ANCHOR AND TEST ADDITIONAL ANCHORSOF THE SAME CATEGORY NOT PREVIOUSLY TESTED UNTIL TWENTY (20) CONSECUTIVEPASS, THEN RESUME INITIAL TESTING FREQUENCY.

6. TEST ANCHORS NO SOONER THAN 24 HOURS AFTER INSTALLATION.

7. TEST WEDGE ANCHORS PER THE FOLLOWING METHOD:A. TORQUE WRENCH METHOD: TEST ANCHORS TO THE TORQUE LOAD INDICATED IN

THE TABLE BELOW WITHIN THE FOLLOWING LIMITS:a. ONE-HALF TURN OF THE NUT.

Ω = 2.0

III. COLD-FORMED METAL FRAMING

1. STUDS: ASTM C955 AND ASTM A1003, “C” SHAPED WITH LIPPED FLANGES AND PUNCHED WEB. PROVIDE G60 COATING MINIMUM.A. 43 MIL (18 GAGE) AND LIGHTER: GRADE 33 TYPE HB. 54 MIL (16 GAGE) AND HEAVIER: GRADE 50 TYPE HSTUDS.

2. FRAMING DESIGNATIONS ON PLANS ARE BASED ON THE STEEL STUD MANUFACTURER’S ASSOCIATION (SSMA) PRODUCT TECHNICAL GUIDE (ICC-ESR-3064P).

6. PAF SHALL NOT BE USED IN PRE-STRESSED CONCRETE UNLESS NON-DESTRUCTIVE TESTING METHODS ARE USED TO LOCATE STRAND AND REINFORCEMENT PRIOR TO FASTENER INSTALLATION.

V. STRUCTURAL TESTS, INSPECTIONS, AND OBSERVATIONS

1. AN INDEPENDENT APPROVED TESTING AGENCY AND SPECIAL INSPECTORS, CONFORMING TO 2016 CBC SECTION 1703A, WILL BE RETAINED BY THE OWNER TO PERFORM THE FOLLOWING TESTS AND INSPECTIONS. PROVIDE ACCESS AND FURNISH SAMPLES TO THE AGENCY AS REQUIRED.

2. THE FOLLOWING ITEMS REQUIRE TESTS AND INSPECTIONS IN ACCORDANCE WITH THE REQUIREMENTS OF THE CHAPTER "STRUCTURAL TESTS AND INSPECTIONS" OF THE CODE.

3. MECHANICAL ANCHORS:A. VERIFY TYPE OF ANCHOR, ANCHOR DIMENSIONS, CONCRETE TYPE

AND COMPRESSIVE STRENGTH, PREDRILLED HOLE DIMENSIONS, ANCHOR SPACING, EDGE DISTANCE, SLAB THICKNESS AND ANCHOR EMBEDMENT.

B. PROOF-TEST AS INDICATED IN THE MECHANICAL ANCHORS SECTION OF THESE GENERAL NOTES.

5. POWDER ACTUATED FASTENERS: HILTI LOW-VELOCITY FASTENERS (ICC-ESR-2269).

BASE FASTENERS MINIMUM MINIMUM EDGE MINIMUMMATERIAL EMBEDMENT DISTANCE SPACINGSTEEL HILTI X-U PER MANUF 1/2" 1"CONCRETE HILTI X-U 1” 3” 5 1/2"

9. MINIMUM EDGE DISTANCE:A. 3/8" EXPANSION ANCHOR = 6"

10. MINIMUM SPACING (FROM NEW OR EXISTING ADJACENT ANCHORS):A. 3/8" EXPANSION ANCHOR = 6"

FOR CEILINGSFOR CEILINGSFOR CEILINGS

3. SHEET METAL SCREWS: SELF-DRILLING, SELF-TAPPING, HDG PER ASTM A153. PAN OR HEX WASHER HEAD AS REQUIRED BY FINISH.A. PRODUCTS: ITW-BUILDEX TEKS SELECT (ICC-ESR-3223), GRABBER DRIVALL

(ICC-ESR-1271) U.O.N.

4. MINIMUM SCREW SPACING AND EDGE DISTANCE TO BE 3/4". U.O.N.

8. FOR POST INSTALLED ANCHORS USED FOR NONSTRUCTURAL APPLICATIONS, 50 PERCENT OR ALTERNATE BOLTS IN A GROUP, INCLUDING AT LEAST ONE-HALF THE ANCHORS IN EACH GROUP, SHALL BE TESTED.

WHERE DETAILS REFER TO 0.145" DIAMETER PAF, THE SHOT PINS ARE TO BE PER ESR 1799, 2024, 2138, OR 2269. INSTALL PER ICC REPORT. MIN EMBED IN SAND LW CONC OVER METAL DECK AND SOLID NW CONC SLAB TO BE 1 1/4". MIN SPACING TO BE 5.1" AND MIN EDGE DISTANCE TO BE 4".

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619.515.0299 PHONEwww.degenkolb.com

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Sheet BRACELOKTM GRIDLOK-10P, GRIDLOK-10CT AND GRIDLOK-10 CONNECTORSGRIDLOK OPM-0544-13

AC

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PGM

B8769007.01

GENERAL NOTES

JEB

S1NTS

11/20/2019 OPM-0544-13: Reviewed for Code Compliance by Jeffrey Kikumoto 3 of 21

OPM-0544-13

Jeffrey Kikumoto

11/20/2019

CEILING GRID ASSEMBLY

WORTHINGTON ARMSTRONG VENTURE (ICC ESR-1308)

USG LLC (ICC ESR-1222)

CERTAIN TEED CORPORATION (ICC ERS-3336)

GRIDLOK ASSEMBLY

GRIDLOK-10P

GRIDLOK-10

GRIDLOK-10CT

ASSEMBLY DETAIL

1/S6

1/S7

1/S8

NOTES: 1. ONLY CEILING GRIDS THAT MEET THE ICC REPORTS LISTED ABOVE ARE APPROVED FOR USE

WITH THIS OPM. MATCH GRIDLOK ASSEMBLY CLIP WITH CEILING GRID TYPE PER SCHEDULE ABOVE.

2. THE CEILING SYSTEMS ARE LIMITED TO INTERIOR APPLICATIONS. 3. ONLY HEAVY-DUTY MAIN TEES DEFINED IN SPECIFICATION C635 SHALL BE USED (DIRECT HUNG;

MIN LOAD CARRYING CAPABILITY =16.0 PLF) 4. THE MAIN RUNNERS AND CROSS RUNNERS OF THE CEILING SYSTEM AND THEIR SPLICES,

INTERSECTION CONNECTORS, AND EXPANSION DEVICES SHALL BE DESIGNED & CONSTRUCTED TO CARRY A MEAN ULTIMATE TEST LOAD OF NOT LESS THAN 180 LBS IN COMPRESSION AND IN TENSION WHEN TESTED PER TEST METHODS E3090/E3090M. THE TENSILE TEST SHALL ALLOW FOR A 5° OFFSET OF THE CONNECTION IN ANY DIRECTION. THE CONNECTORS AT SPLICES AND INTERSECTIONS SHALL BE THE MECHANICAL LOCKING TYPE.

VII. HOW TO USE THIS PRE-APPROVAL

1. REVIEW AND UNDERSTAND ALL GENERAL NOTES AND FIGURES BEFORE PROCEEDING.

2. SELECT A GRIDLOK CLIP TO MATCH THE CEILING GRID ICC REPORT PER 1/S2.

3. DETERMINE THE MAXIMUM ALLOWABLE GRIDLOCK SPACING BASED ON THE SITE SEISMICITY (SDS) FROM THE SCHEDULE ON 2/S3.

4. BASED ON THE STRUCTURE TYPE, AND PLENUM HEIGHT, SELECT BRACE SIZE AND CONNECTION TO SUPPORTING STRUCTURE ABOVE PER SCHEDULE ON S4.

5. DETERMINE THE IMPACT ON THE EXISTING STRUCTURE FROM THE GRIDLOK FROM THE TABLE ON S3, AND VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE WITH THE STRUCTURAL ENGINEER OF RECORD FOR THE BUILDING.

GENERAL NOTES, CONT

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GENERAL NOTES AND SCHEDULES

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S2NTS

NTS

1 GRIDLOK ASSEMBLY SCHEDULE

S11 CONNECTION DETAILS




S15 OPD-0002-13 DETAILS (CL2.60, CL2.50)




S19 OPD-0002-13 DETAILS (CL4.25)

S1 GENERAL NOTES

S2 GENERAL NOTES AND SCHEDULES

S3 GENERAL PLAN AND SCHEDULES

S4 3D SECTION AND SCHEDULES

S5 SECTIONS

S6 GRIDLOK-10P ASSEMBLY DETAILS

S7 GRIDLOK-10 ASSEMBLY DETAILS

S8 GRIDLOK-10CT ASSEMBLY DETAILS

S9 GRIDLOK PARTS

S10 GRIDLOK PARTS

SHEET LIST


OPM-0544-13

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MAX

'X'/2

MAX, TYP

'X'

MAX

'X'/2

MA

X

'Y'/2

MA

X,

TY

P

'Y'

GRIDLOK BRACING SYSTEM LOCATION, TYP

MAIN RUNNERS

CROSS RUNNERS TYP

ATTACHED JOINTPER 2/S15

FREE JOINT PER 2/S15

MA

X

'Y'/2

STABILIZER BARS, CROSS TEES OR STRUTS 8'' MAX FROM WALL TYP ALONG FREE JOINTS

1''x2''x24GA CONT ANGLE @ PERIMETER

'Z' SQ FT MAX, TYP

NOTES:1. SEE SCHEDULE ON 2/- FOR MAXIMUM ALLOWABLE SDS VALUE FOR DIFFERENT VAULES OF 'X' 'Y' AND 'Z'.

WALL, TYP

TABLE 1: MAX GRIDLOK SPACING FOR 0.6 < z/h <1.0

SDS 'X' MAX 'Y' MAX 'Z' MAX

0.25-0.43

0.44-0.65

0.66-0.97

12'-0''

12'-0''

8'-0''

12'-0''

8'-0''

8'-0''

144 SF

96 SF

64 SF

TABLE 2: MAX GRIDLOK SPACING FOR z/h ≤ 0.6

SDS 'X' MAX 'Y' MAX 'Z' MAX

0.25-0.59

0.60-0.88

0.89-1.32

12'-0''

12'-0''

8'-0''

12'-0''

8'-0''

8'-0''

144 SF

96 SF

64 SF

NOTES:

1. 'z' ABOVE REFERS TO THE HEIGHT IN STRUCTURE OF POINT OF ATTACHMENT FROM THE BRACE TO THE FLOOR ABOVE. 'h' REFERS TO THE AVERAGE ROOF HEIGHT OF THE STRUCTURE WITH RESPECT TO THE BASE AS DEFINED BY ASCE 7-10.

2. TABLE 1 ABOVE MAY BE USED FOR ALL FLOOR ELEVATIONS (z/h) IN A BUILDING. TABLE 2 IS LIMITED TO LOCATIONS WHERE THE HEIGHT OF THE FLOOR THAT THE CEILING IS ATTACHED TO IS LESS THAN 60% OF THE BUILDING ROOF HEIGHT.

3. MAXIMUM ALLOWABLE BRACE SPACING FOR DIFFERENT VAULES OF SDS ARE BASED ON A MAXIMUM ALLOWABLE (ASD) GRIDLOK SYSTEM CAPACITY OF 125 LB.

4. 'F' REFERS TO THE MAXIMUM HORIZONTAL FORCE (ASD) APPLIED TO THE CLIP FOR THE SEISMICITY AND SPACING INDICATED.

'F' ASD (LBS)

125 LB

125 LB

125 LB

'F' ASD (LBS)

125 LB

125 LB

125 LB

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GENERAL PLAN AND SCHEDULES

JEB

S3NTS

1/8" = 1'-0"

1 SUSPENDED CEILING GRID BRACING PLAN VIEW1 1/2" = 1'-0"

2 GRIDLOK SPACING SCHEDULE


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12 GA VERTICAL HANGERS AT 4'-0" OC EW AT MAIN RUNNER WITH MINIMUM 3-TIGHT TURNS IN 3" AT BOTH ENDS, TYP. SEE 2/- FOR SCHEDULE OF CONNECTION AT TOP.

CEILING CROSS RUNNER TYP

CEILING MAIN RUNNERGRIDLOK CEILING CLIP,

SEE S6, S7, AND S8 FOR CLIP ASSEMBLY

45° T

YP.

BRACE, SEE NOTE 2. (2) BRACES TO BE INSTALLED AT EACH GRIDLOK CLIP. BRACES TO BE PERPENDICULAR TO EACH OTHER.

VERTICAL STRUT SEE NOTE 2

NOTES:1. SEE 2/- FOR SCHEDULE OF CONNECTION DETAIL OF GRIDLOK BC45 AND BC90 CONNECTORS TO THE

FLOOR ABOVE FOR DIFFERENT STRUCTURAL SYSTEMS ABOVE.2. SEE 3/- FOR SCHEDULE OF BRACE AND STRUT SIZE BASED ON PLENUM HEIGHT 'H'

2

S5

1

S5

GRIDLOK BC90 CONNECTOR, SEE NOTE 1

GRIDLOK BC45 CONNECTOR, SEE NOTE 1

'F'

MAX

PLENUM

HEIGHT 'H'

250S125-27 OR 362S162-33

250S162-33 OR 362S162-33

(2) 362S162-33 BACK-TO-BACK

COLD-FORMED STEEL MEMBERS

BRACING (45 DEGREES) VERTICAL STRUT (90 DEGREES)

250S125-27 OR 362S162-33

250S162-33 OR 362S162-33

250S162-33 OR 362S162-33

'H' <= 4'-6''

4'-6''< 'H' <= 7'-0''

7'-0''< 'H' <= 9'-6''

NOTES:1. SEE S5 FOR DEFINITION OF 'H'. 2. SEE DETAIL 2/S11 FOR BRACE CONNECTION WHERE BACK-TO-BACK BRACES ARE REQUIRED.

CONNECTION SCHEDULE

STRUCTURAL CONDITION

OF FLOOR/ROOF ABOVE

SUSPENDED CEILING

HANGER WIRE

DETAIL

BC45 BRACE TOP

CONNECTION

DETAIL

BC90 STRUT TOP

CONNECTION

DETAIL

CONCRETE OVER METAL DECK

CONCRETE SLAB, BEAM, OR JOIST

STRUCTURAL STEEL

SAWN TIMBER

1/S12 1/S12

1/S11 1/S11

1/S13 1/S13

1/S14 1/S14

1/S17

2/S17

1/S18

2/S18

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3D SECTION AND SCHEDULES

JEB

S4NTS

NTS1 GRIDLOK ASSEMBLY (ISOMETRIC)

3 BRACE AND STRUT SIZE SCHEDULE

2 GRIDLOK CONNECTION SCHEDULE


OPM-0544-13

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ATTACH GRIDLOK SADDLE TO MAIN RUNNER WITH (4)#10 SMS, (2) ON EACH SIDE OF RUNNER WEB

CEILING MAIN RUNNER

VERTICAL STRUT PER 3/S4 ATTACH GRIDLOK FLY PLATE

TO COLD-FORMED BRACES AND VERTICAL STRUT WITH (4)#10 SHEET METAL SCREWS AT EA END, TYP

STUD BRACE PER TABLE ON 3/S4

SIDE

BACK TO BACK BRACES WHERE REQ'D, SEE 3/S4

'H'

GRIDLOK BC90 CONNECTOR PER 1/S10 GRIDLOK BC45

CONNECTOR PER 2/S10

GRIDLOK ASSEMBLY PER SCHEDULE ON S2

NOTES: 1. SEE 2/S4 FOR SCHEDULE OF CONNECTION DETAIL OF GRIDLOK BC45 AND BC90 CONNECTORS TO THE

FLOOR ABOVE FOR DIFFERENT STRUCTURAL SYSTEM ABOVE.

1

1

PERPENDICULAR BRACE, NOT SHOWN FOR CLARITY

TYP

3/4"

MIN

,

ATTACH GRIDLOK BC45 AND BC90 CONNECTORS TO COLD-FORMED STUD WITH (4)#10 SHEET METAL SCREWS, AT EA END, TYP ATTACH GRIDLOK BC45 AND BC90 CONNECTORS

TO COLD-FORMED STUD WITH (4)#10 SHEET METAL SCREWS, AT EA END, TYP

STUD BRACE PER TABLE ON 3/S4. AT CONTRACTOR'S OPTION MAY BE OMITTED IF 180 DEGREE BRACE SHOWN DASHED IS USED

FRONT

ALTERNATIVELY, STUD BRACE PER TABLE ON 3/S4

CEILING MAIN RUNNER

BACK TO BACK BRACES WHERE REQ'D SEE 3/S4

'H'

GRIDLOK BC45 CONNECTOR PER 2/S10

NOTES: 1. SEE 2/S4 FOR SCHEDULE OF CONNECTION DETAIL OF GRIDLOK BC45 AND BC90 CONNECTORS TO THE

FLOOR ABOVE FOR DIFFERENT STRUCTURAL SYSTEM ABOVE. 2. SEE 1/- FOR INFO NOT SHOWN OR NOTED.

GRIDLOK BC90 CONNECTOR PER 1/S10

1

1

1

1

TYP3/

4" M

IN

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SECTIONS

JEB

S5NTS

NTS

1 GRIDLOK ELEVATIONNTS

2 GRIDLOK ELEVATION


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2

4

ITEM NO. PART NO. GRIDLOK-10 P / QTY

1

2

3

4

5

6

GRIDLOK-FLY-PLATE

GRIDLOK-BC90-CONNECTOR

GRIDLOK-10 P-SADDLE

ISO 7041-M6-S

PEM FH-M6-15 X-S


1

1

2

1

1

1

5

6NOTES: 1. SEE SCHEDULE ON S2 FOR ACCEPTABLE CEILING GRID ASSEMBLY TO BE USED WITH

GRIDLOK-10P ASSEMBLY.

DETAIL

3/S9

1/S10

2/S10

1/S9

-

-

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GRIDLOK-10P ASSEMBLY DETAILS

JEB

S6AS INDICATED

3/32" = 1'-0"

1 GRIDLOK-10 P ASSEMBLY


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2

5

6

4

NOTES: 1. SEE SCHEDULE ON S2 FOR ACCEPTABLE CEILING GRID ASSEMBLY TO BE USED WITH GRIDLOK-10

ASSEMBLY.

ITEM NO. PART NO. GRIDLOK-10 / QTY

1

2

3

4

5

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GRIDLOK-FLY-PLATE


GRIDLOK-10-SADDLE

ISO 7041-M6-S

PEM FH-M6-15 X-S


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1

1

1

DETAIL

3/S9

1/S10

2/S10

2/S9

-

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GRIDLOK-10 ASSEMBLY DETAILS

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S7AS INDICATED

3/32" = 1'-0"

1 GRIDLOK-10 ASSEMBLY


OPM-0544-13

Jeffrey Kikumoto

11/20/2019

31

2

5

6

4

NOTES: 1. SEE SCHEDULE ON S2 FOR ACCEPTABLE CEILING GRID ASSEMBLY TO BE USED WITH

GRIDLOK-10CT ASSEMBLY.

ITEM NO. PART NO. GRIDLOK-10 CT / QTY

1

2

3

4

5

6

GRIDLOK-FLY-PLATE


GRIDLOK-10CT-SADDLE

ISO 7041-M6-S

PEM FH-M6-15 X-S


1

1

2

1

1

1

DETAIL

3/S9

1/S10

2/S10

2/S9

-

-

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AC

11/08/19

PGM

B8769007.01

GRIDLOK-10CT ASSEMBLY DETAILS

JEB

S8AS INDICATED

3/32" = 1'-0"

1 GRIDLOK-10CT ASSEMBLY


OPM-0544-13

Jeffrey Kikumoto

11/20/2019

M6 x 12 CLINCH STUD

(0.06'')

(0.04'')

(0.20'')

(0.5

9'')

(1.9

7'')

(2.5

2'')

(2.9

9'')

(3.5

4'')

(4.9

2'')

(5.5

1'')

(0.28'')

(1.44'')

(0.7

1'')

(0.5

8'')

(0.24'')

PRESSED RIBS CLEARANCE HOLE FOR M6 CLINCH STUD

HOLE DETAIL SAME AS TOP CONNECTORS

(6.5

7'')

(2.9

3'')

(2.3

6'')

(4.57'')

(0.08'')

M6 x 12 CLINCH STUD

(0.06'')

(0.04'')

(0.20'')

(0.5

9'')

(1.9

7'')

(2.5

2'')

(2.9

9'')

(3.5

4'')

(4.9

2'')

(5.5

1'')

(0.28'')

(1.18'')

(0.7

0'')

(0.5

4'')

(0.24'')

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AC

11/08/19

PGM

B8769007.01

GRIDLOK PARTS

JEB

S9

NOTE:ALL DIMENSIONS IN THIS SHEET ARE IN mm. IMPERIAL UNITS IN PARENTHESIS (INCHES).

NTS

1 GRIDLOK 10-PN.T.S.

3 GRIDLOK FLY-PLATE CONNECTOR

N.T.S.

2 GRIDLOK 10 AND GRIDLOK 10-CT CONNECTOR


OPM-0544-13

Jeffrey Kikumoto

11/20/2019

44

R2

2

∅5

0

40

∅11.11

∅ 5

0

∅ 11.11UP

90°

R 2

90°

(0.197'')

30

(1.1

81'')

10

(0.3

93'')

(1.732'')

(0.438'')

20 (0.787'')(1

.575'')

(0.438'')

(0.197'')

40

(1.5

75'')

20

(0.7

87'')

(0.078'')

74.5

(2.9

33'')

(0.0

79'')

25

(0.9

84'')

34 (1

.338'')

9 (0.3

54'')

0

11.11 ∅ 5∅ 11.11

UP

45°

R 1

0

135°

PRESSED RIB

(2.3

62

")

60

(4.094")

104

45°

2 (

0.0

79

")

20 (

0.7

87")30

(1.1

81'')

10

(0.3

93'')

0

(0.438'')(0.438'')

40

(1.5

75'')

20 (0

.787")

10 (

0.3

93'')

30 (

1.1

81'')

44.2

8 (

1.7

43'')

82.5

5 (

3.2

5'')

117.5

5 (

4.6

27'')

126.5

5 (

4.9

83'')

20 (

0.7

87")

(0.197'')

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Checker

11/08/19

Designer

B8769007.01

GRIDLOK PARTS

Author

S10

NTS

1 GRIDLOK TOP STRUT CONNECTOR (BC90)NTS

2 GRIDLOK TOP BRACE CONNECTOR (BC45)


OPM-0544-13

Jeffrey Kikumoto

11/20/2019

(E) LIGHTWEIGHT OR NORMAL WEIGHT CONC SLAB. W/ F'c = 2,500 PSI MIN DO NOT DAMAGE (E) SLAB REBAR

3/8" Ø EXPANSION ANCHOR W/ 2" EMBEDMENTSEE NOTE 1

FACE OF SLAB WHERE OCCURS

GRIDLOK BC45 CONNECTORSEE NOTE 2

BRACE STUD PER SCHEDULE



VERTICAL STRUT PER SCHEDULE

4"

MIN

6" MIN EDGE DISTANCE AND SPACING FROM ADJACENT ANCHORS

NOTES:

1. 3/8" DIAMETER HILTI KB-TZ ANCHOR WITH 1 1/2" EMBED MAY BE USED IN NORMAL-WEIGHT CONCRETE SLABS WHERE THE EDGE DISTANCE AND SPACING TO ADJACENT ANCHORS IS GREATER THAN OR EQUAL TO 8". NOT PERMITTED IN LIGHTWEIGHT CONCRETE SLABS.

2. AT CONTRACTOR'S OPTION, GRIDLOK CONNECTOR MAY BE REPLACED WITH CLIP SHOWN IN DETAIL 3/S11

(2) #10 SMS @ 6"OC IN LIEU OF WELDING

1/16 1-12

AT CONTRACTOR'S OPTION THE BC45 CONNECTOR CLIP MAY BE REPLACED BY A 2" x 3" x 2" LONG x 12 GA BENT CLIP (LLV) ASTM A653 SS GRADE 50. CONNECT TO BRACE WITH (4) #10 SMS WITH MIN SPACING OF 3/4" AND MIN EDGE DISTANCE OF 1/2".

WHERE DETAIL SHOWS AN EXPANSION ANCHOR CONNECTION TO THE SLAB, EXPANSION ANCHOR TO BE LOCATED IN 7/16" DIAMETER HOLE CENTERED IN THE BENT CLIP LEG. WHERE CONNECTION TO THE STRUCTURE IS MADE WITH SCREWS OR SHOT-PINS, USE THE SAME NUMBER OF CONNECTORS AND LAYOUT/SPACING AS SHOWN IN THE DETAIL.

GRIDLOK BC90 ALTERNATIVE

GRIDLOK BC45 ALTERNATIVE

AT CONTRACTOR'S OPTION THE BC45 CONNECTOR CLIP MAY BE REPLACED BY A 2" x 3" x 2" LONG x 12 GA BENT CLIP ASTM A653 SS GRADE 50. CONNECT TO BRACE WITH (4) #10 SMS WITH MIN SPACING OF 1" AND MIN EDGE DISTANCE OF 1/2".

WHERE DETAIL SHOWS AN EXPANSION ANCHOR CONNECTION TO THE SLAB, EXPANSION ANCHOR TO BE LOCATED IN 7/16" DIAMETER HOLE CENTERED IN THE BENT CLIP LEG. WHERE CONNECTION TO THE STRUCTURE IS MADE WITH SCREWS OR SHOT-PINS, USE THE SAME NUMBER OF CONNECTORS AND LAYOUT/SPACING AS SHOWN IN THE DETAIL.BENT PL SIMILAR AS IN BELOW EXCEPT BENT AT 45°.

45°

2"

3"

2"

3"

1/2

"

1"

1" TYP

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DEGENKOLB ENGINEERS225 Broadway, Suite 1325San Diego, CA 92101619.515.0299 PHONEwww.degenkolb.com

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AC

11/08/19

PGM

B8769007.01

CONNECTION DETAILS

JEB

S11AS INDICATED

1 1/2" = 1'-0"1 CONNECTION TO CONCRETE SLAB

3" = 1'-0"2 BACK-TO-BACK BRACE SECTION

NTS3 ALTERNATIVE CLIPS FOR CONNECTION TO STRUCTURE


OPM-0544-13

Jeffrey Kikumoto

11/20/2019

A CONNECTION AT LOWER FLUTE




SEE DECK REQUIREMENTS IN BRACE CONNECTIONS. DETAIL MAY BE USED IN B-DECK OR W-DECK. SEE NOTE 1

1'-0"

CL WEB CL WEB

(RIDGE)

3 7/8" MINLOWER FLUTE

MIN 20 GA STEEL W-DECK

2 1

/2"

MIN

3"

MA

X

(E) SAND LWC OR NWC FILLED METAL DECK (f'c = 3,000 PSI MIN)

@ CONC FILLED METAL DECK - W DECK

MIN

2 1

/4"

MA

X

1 1

/2"

5/8

MIN

SAND LWC OR NWC FILLED METAL DECK (f'c = 3,000 PSI MIN)

MIN 20 GA STEEL B-DECK

@ CONC FILLED METAL DECK - B DECK

MIN

3 1/2"

MIN, TYP

6"

1 3/4" MIN

2 1/2" MIN

MIN3/4"

TYP1" MIN

TYP1" MAX

4 1/2" MAX

@ 4 1/2'' WIDE FLUTE



3/8" DIA EXPANSION ANCHOR W/ 2" MIN EMBED. SEE NOTE 3



3/8" DIA EXPANSION ANCHOR W/ 2" MIN EMBED. SEE NOTE 3

(E) CONC OVER METAL DECK PER DETAIL A.

B CONNECTION AT UPPER FLUTES

(4) #10 SHEET METAL SCREWS



GRIDLOK BC45 CONNECTORCENTER CONNECTOR ON WIDTH OF PLATESEE NOTE 4


12 GA x 3" WIDE PLATE(ASTM A653 OR EQUIVALENT)W/ Fy = 33 KSI MIN

(4) #10 SHEET METAL SCREWS

12 GA x 3" WIDE PLATE (ASTM A653 OR EQUIVALENT) W/ Fy = 33 KSI MIN

TYP1" MIN

TYP1" MIN3/8" Ø EXPANSION

ANCHOR W/ 2" EMBEDMENT. SEE NOTE 3

3/8" Ø EXPANSION ANCHOR W/ 2" EMBEDMENT. SEE NOTE 3

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AC

11/08/19

PGM

B8769007.01

CONNECTION DETAILS

JEB

S12NTS

N.T.S.

1 CONNECTION TO CONCRETE FILLED METAL DECK

NOTES. 1. SEE DETAIL A FOR DECK AND ANCHOR REQUIREMENTS NOT SHOWN IN

DETAIL B. DETAIL MAY BE USED IN EITHER W-DECK OR B-DECK AS SHOWN IN DETAIL A.

2. SEE GENERAL NOTES FOR ANCHOR REQUIREMENTS.

3. ALTERNATIVELY, ANCHOR MAY BE REPLACED WITH 3/8" DIA HILTI KB-TZ ANCHOR WITH 1 1/2" EMBED. INSTALL PER ICC=ESR 1917.



OPM-0544-13

Jeffrey Kikumoto

11/20/2019





(2) HILTI X-U SHOTPINS INSTALLED IN STAGGERED HOLES ON DIAGONAL

STEEL BEAM SEE NOTE 4

NOTES:1. BEAM FLANGE THICKNESS SHALL NOT BE LESS THAN 3/16" OR MORE THAN 3/8"2. FRAMING MEMBERS SHALL BE DESIGNED TO CARRY CEILING LOADS, RDP TO VERIFY.3. RDP IN RESPONSIBLE CHARGE, I.O.R. AND CONTRACTOR SHALL VERIFY THAT NO PAF IS INSTALLED IN THE PROTECTED ZONE OF ANY STEEL MEMBER, SEE

ANSI /AISC 341-10.4. MINIMUM Fy = 36 KSI FOR STEEL BEAM5. RDP IN RESPONSIBLE CHARGE TO CONFIRM THAT STRUCTURAL STEEL BEAM IS SUFFICIENT TO DEVELOP THE LOAD WHERE THE BRACE IS PERPENDICULAR

TO THE BEAM.6. FOR PAF INSTALLED IN STEEL, THE FASTENER PENETRATION SHALL HAVE THE ENTIRE POINTED END OF THE FASTENER DRIVEN THROUGH THE STEEL

MEMBER, EXCEPT AS NOTED IN CURRENT REPORTS FROM TESTING AGENCIES ACCEPTABLE TO OSHPD.7. AT CONTRACTOR'S OPTION, GRIDLOK CONNECTOR MAY BE REPLACED WITH CLIP SHOWN IN DETAIL 3/S11

STEEL BEAM SEE NOTE 4 AND NOTE 5

1/2" MIN 1/2" MIN

(2) HILTI X-U SHOTPINS INSTALLED IN STAGGERED HOLES ON DIAGONAL

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AC

11/08/19

PGM

B8769007.01

CONNECTION DETAILS

JEB

S13AS INDICATED

1 1/2" = 1'-0"1 CONNECTION TO STRUCTURAL STEEL


OPM-0544-13

Jeffrey Kikumoto

11/20/2019

NOTES:

1. FRAMING MEMBERS SHALL BE DESIGNED TO CARRY CEILING LOADS, RDP TO VERIFY.2. SCREWS SHOWN ARE BASED ON DOUGLAS FIR LARCH WOOD MEMBERS. (HEX HEAD

LAG SCREWS TO BE IN CONFORMANCE w/ ASME B18.2.1; WOOD SCREWS TO BE IN CONFORMANCE w/ B18.6.1)

3. RDP IN RESPONSIBLE CHARGE TO CONFIRM THAT THE WOOD BEAM IS SUFFICIENT TO CARRY THE LOAD FROM THE BRACE.


5/16" Ø LAG SCREW W/ 1 1/2" PENETRATIONOR (4) #10 WOOD SCREWS W/ 1 1/2" PENETRATION. CENTER ON WOOD MEMBER


VERTICAL STRUT OR BRACEPER SCHEDULE





5/16" Ø LAG SCREW W/ 1 1/2" PENETRATIONOR (4) #10 WOOD SCREWS W/ 1 1/2" PENETRATION



JOIST OR BEAMSEE NOTE 3

1.5

" M

IN1

.5"

MIN

1.5" MIN

1.5

" M

IN


FLAT WOOD ELEMENT OR BLKG 3" MIN NOMINAL WIDTH

JOIST OR BEAM, 3x MIN

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AC

11/08/19

PGM

B8769007.01

CONNECTION DETAILS

JEB

S14AS INDICATED

1 1/2" = 1'-0"1 CONNECTION TO SAWN TIMBER


OPM-0544-13

Jeffrey Kikumoto

11/20/2019

LARUTCURTS

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AC

11/08/19

PGM

B8769007.01

OPD-0002-13 DETAILS (CL2.60, CL2.50)

JEB

S15NTS

2CEILING PERIMETER INCLUDING NON-EXITWAYCORRIDORS

SHEET NOTES:

1. NOTES AND DETAIL CALLOUTS IN SPECIFIC DETAILS TAKE PRECEDENCE OVER THE "OPD" DETAILS CALLED OUT ON THIS SHEET.

1TYPICAL CEILING SECTION AT EXITWAYCORRIDORS


OPM-0544-13

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11/20/2019

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AC

11/08/19

PGM

B8769007.01

OPD-0002-13 DETAILS (CL0.02, CL4.10)

JEB

S16NTS

1 GENERAL NOTES - PAGE 3 OF 3 2HANGER AND BRACING WIRE CONNECTION -TYPICAL WIRE TURNS

SHEET NOTES:


2. FOR THE SCOPE OF THIS OPM, BRACING WIRES HAVE BEEN REPLACED BY THE GRIDLOK BRACING SYSTEM AND ARE NOT APPLICABLE FOR USE UNDER THIS OPM. GRIDLOK BRACES TO BE INSTALLED AT 45 DEGREES AS INDICATED ON SPECIFIC DETAIL SHEETS.


OPM-0544-13

Jeffrey Kikumoto

11/20/2019

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AC

11/08/19

PGM

B8769007.01

OPD-0002-13 DETAILS (CL4.21, CL4.22)

JEB

S17NTS

1HANGER WIRE CONNECTION TO CONCRETEOVER METAL DECK

2HANGER WIRE CONNECTION TO CONCRETESLAB, BEAM, OR JOIST

SHEET NOTES:


2. FOR THE SCOPE OF THIS OPM, BRACING WIRES HAVE BEEN REPLACED BY THE GRIDLOK BRACING SYSTEM AND ARE NOT APPLICABLE FOR USE UNDER THIS OPM.


OPM-0544-13

Jeffrey Kikumoto

11/20/2019

LARUTCURTS

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AC

11/08/19

PGM

B8769007.01

OPD-0002-13 DETAILS (CL4.23, CL4.24)

JEB

S18NTS

2 HANGER WIRE CONNECTION TO SAWN TIMBER1HANGER WIRE CONNECTION TO STRUCTURALSTEEL

SHEET NOTES:




OPM-0544-13

Jeffrey Kikumoto

11/20/2019

LARUTCURTS

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AC

11/08/19

PGM

B8769007.01

OPD-0002-13 DETAILS (CL4.25)

JEB

S19NTS

1HANGER WIRE CONNECTION TO METAL STUDWALL

SHEET NOTES:




OPM-0544-13

Jeffrey Kikumoto

11/20/2019

oshpd preapproval of manufacturer's certification (opm) contact person: scott simpson mailing...

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