PDi OSHPD Approvals Specifications

APPLICATION FOR OSHPD PREAPPROVAL

OF MANUFACTURER’S CERTIFICATION (OPM)

OFFICE USE ONLY

APPLICATION #: OPM-0516-13

OSHPD Preapproval of Manufacturer’s Certification (OPM)

Type:

New Renewal Update to Pre-CBC 2013 OPA Number:

Manufacturer Information

Manufacturer: PDi Communication Systems, Inc.

Manufacturer’s Technical Representative: Michael Maraan

Mailing Address: 40 Greenwood Lane, Springboro, OH 45066

Telephone: 937-550-2845 Email: [email protected]

Product Information

Product Name: 500, 1000 and 1400 Series Articulating Swing Arm

OPM-0516-13

Product Type: TV/Monitor swing arm wall and flour mount

Product Model Number:

Sonia Eliseo

Applicant Information

Applicant Company Name: PDi Communication Systems, Inc.

Contact Person: Dean Heyl

Mailing Address: 40 Greenwood Lane, Springboro, OH 45066


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:

Title: Director of Engineering

Date: 30 November 2018

Company Name: PDi Communication Systems, Inc.

8/15/2019 OPM-0516-13: Reviewed for Code Compliance by Sonia Eliseo 1 of 14

Registered Design Professional Preparing Engineering Recommendations

Company Name: Degenkolb Engineers

Name: Adrian M. Nacamuli California License Number: SE 4857

Mailing Address: 1300 Clay Street, Suite 900, Oakland CA 94612


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:

Other* (Please Specify):

ICC-ES AC156 FM 1950-16

OPM-0516-13

*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.

Sonia Eliseo

Analysis

08/15/2019

Experience Data

Combination of Testing, Analysis, and/or Experience Data (Please Specify):

List of Attachments Supporting the Manufacturer’s Certification

Test Report Drawings

Other(s) (Please Specify):

Calculations Manufacturer’s Catalog

OFFICE USE ONLY – OSHPD APPROVAL VALID FOR CBC 2016 & ALL PRE-2016 CODE BASED PROJECTS

Signature:

Print Name: Sonia Eliseo

Title: Senior Structural Engineer

Condition of Approval (if applicable):

Date: 8/15/2019


ARTICULATING SWING ARM MODELS

PDI-AA-500

PDI-AA-1000

PDI-AA-1400

8/15/2019

OSHPD PRE-APPROVAL OF MANUFACTURER'S CERTIFICATION

OPM-0516-13

PDi COMMUNICATION SYSTEMS INC.

PDI MONITOR MODELS

P14W

P14T2

P19A/T/S/C

MEDTV16

MEDTAB16

WALL MOUNT BRACKET MODELS

PDI-179AV

PDI-871

FLOOR MOUNT BASE PLATE MODELS

PDI-886BASE

PDI-886BASE-W

GENERAL NOTES:

1. THIS OSHPD PREAPPROVAL OF MANUFACTURER'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. PRE-APPROVED DESIGN AND MATERIALS CONFORM WITH THE 2016

EDITION OF THE CALIFORNIA BUILDING CODE AND ITS REFERENCED

STANDARDS. DETAILS WITHIN THIS APPROVAL MAY BE USED ANYWHERE IN

THE STATE OF CALIFORNIA WHERE S

DS

VALUE IS EQUAL OR SMALLER THAN

THE S

DS

VALUES LISTED FOR EACH CASE.

3. SEISMIC FORCES ON EQUIPMENT DETERMINED PER THE 2016 CBC & ASCE

7-10 SECTION 13.3. ALL LOADS IN THIS PRE-APPROVAL ARE AT STRENGTH

LEVEL AND SHALL BE USED FOR STRENGTH DESIGN.

WALL MOUNTED

CASE 1 & 2

(PG. 2 & 3)

CASE 3

(PG. 11)

FLOOR MOUNTED

CASE 4

(PG. 11)

CASE 5

(PG. 12)

CASE 6

(PG. 12)

F

F

S p,h

=4.50 W p,v

I

DS a p

R p p

= 2.5

= 2.5

= 1.5

= 2.5

z/h ≤ 1.0

= 0.50 W p p

S

DS

= 1.8

a p

= 2.5

I p

= 1.5

R p

= 2.5

z/h = 0.0

Ω o

= 2.5

F p,h

= 1.08 W p

F p,v

= 0.36 W p

F

F

S p,h p,v

I

DS a p

R p p z/h ≤ 1.0

Ω o

= 2.5

= 2.5

= 1.5

= 2.5

= 2.5

=4.50 W

= 0.50 W p p

S

F p,v

I

DS p

= 2.5

a p

= 2.5

= 1.5

R p

= 2.5

z/h = 0

Ω o

= 2.5

F p,h

=1.50 W p

= 0.50 W p

S

I

DS

= 2.0

a p

= 2.5

p

= 1.5

R p

= 2.5

z/h ≤ 0.9

Ω o

= 2.5

F p,h

=3.36 W p

F p,v

= 0.40 W p

4. THE STRUCTURAL ENGINEER-OF-RECORD (S.E.O.R.) IS RESPONSIBLE FOR

THE FOLLOWING: a. VERIFY THAT THE ANCHORS ARE AN ADEQUATE DISTANCE FROM ANY

SLAB OPENINGS OR EDGES.

b. VERIFY THAT THE ANCHORS ARE AN ADEQUATE DISTANCE FROM ANY

NEW OR EXISTING ANCHORS.

c. VERIFY THE ADEQUACY OF ANY NEW OR EXISTING MEMBERS THE

SWING ARM IS ANCHORED TO THAT ARE NOT WITHIN THE SCOPE OF

THIS OPM. INCLUDE THE FORCES EXERTED ON THESE ELEMENTS BY

THE SWING ARM IN ADDITION TO ALL OTHER LOADS AND FORCES

PRESENT IN THE STRUCTURE.

d. VERIFY THAT THE INSTALLATION IS IN CONFORMANCE WITH THE 2016

CBC AND WITH THE DETAILS SHOWN IN THIS PRE-APPROVAL. VERIFY

THAT THE EQUIPMENT'S ACTUAL WEIGHT, CG LOCATION, ANCHOR

LOCATIONS, ANCHOR DETAILS AND THE MATERIAL AND GAGE OF THE

UNIT WHERE ATTACHMENTS ARE MADE AGREE WITH THE FORMATION

SHOWN IN THIS PRE-APPROVAL.

DEGENKOLB ENGINEERS

1300 Clay Street, Suite 900

Oakland, CA 94612

510.272.9040 PHONE

510.272.5926 FAX

5. THE MANUFACTURER SUPPLIED BASE BRACKETS HAVE BEEN

EVALUATED FOR THE WORST CASE LOADING PER THE 2016 CBC.

STRUCTURAL ENGINEER-OF-RECORD (S.E.O.R.) SHALL EVALUATE

BRACKET ANCHORAGE FOR CONDITIONS THAT VARY FROM THIS

PRE-APPROVAL.

6. CONTRACTOR/INSPECTOR OF RECORD MUST VERIFY ANCHOR

SPACING TO

ADJACENT EQUIPMENT IS TO BE GREATER THAN 12".

7. THIS OPM COVERS ONLY THE SUPPORTS AND ATTACHMENTS

OF THE UNIT TO THE STRUCTURE.

8. EXPANSION OR WEDGE ANCHORS INTO CONCRETE:

HILTI KB-TZ (ICC ESR-1917). INSTALL ANCHORS IN ACCORDANCE

WITH THE ICC REPORT AND MANUFACTURER'S

OPM-0516-13

SOONER THAN 24 HOURS AFTER INSTALLATIONS. TESTS SHALL BE

CONDUCTED IN THE PRESENCE OF THE INSPECTOR OF RECORD

(IOR) AND A REPORT OF THE TEST RESULTS SHALL BE SUBMITTED

TO OSHPD.

Sonia Eliseo

TEST PER ONE OF THE FOLLOWING METHODS:

EQUIPMENT PROPERTIES

MONITOR ARMS

MODEL #

PDI-AA-500

PDI-AA-1400

PDI-AA-1000

LENGTH

56.0"

68.0"

71.5"

WEIGHT

14 LBS

17 LBS

17 LBS

MONITOR PROPERTIES

MODEL # DIMENSIONS

(IN)

WEIGHT

(LBS)

WALL BRACKET - ADC12 ALUMINUM

MODEL #

PDI-179AV

Fy = 24 KSI MIN.

DIMENSIONS

(IN)

SEE PG. 4

WEIGHT

6 LBS

PDI-871 SEE PG. 4 6 LBS

P14W

P14T2

14.5 x 11 x 1.9

7

14.5 x 11 x 1.9

7

MEDTV16 18 x 13 x 3

MEDTAB16 18 x 13 x 3

10

10

P19A/T/S/C 20 x 13.75 x 2.5 13

MOVEMENT IS OBSERVED AT THE TEST LOAD GIVEN IN TABLE

BELOW. MOVEMENT MAY BE DETERMINED WHEN THE WASHER

UNDER THE NUT BECOMES LOOSE.

b. TORQUE WRENCH TEST: TEST ANCHORS TO THE REQUIRED

TORQUE LOAD GIVEN IN TABLE BELOW WITHIN THE LIMIT OF ONE-

HALF TURN OF THE NUT.

MODEL #

PDI-254I

PDI-254I-24

PDI-255E

PDI-255E-24-B-C-G

PDI-218

PDI-219C

PD-133-960

L x W

BACKER PLATES

THICKNESS

18" x 10"

26" x 10"

18" x 10.35"

15" x 10.35"

10" x 6.50"

10" x 7.12"

10" x 7.12"

0.1196"

0.1196"

0.1196"

0.1196"

0.1196"

0.1196"

0.049"

9. IF ANY ANCHOR FAILS DURING TESTING, UNIT MUST BE MOVED

SO THAT NO ANCHOR IS WITHIN 12" OF AN ABANDONED ANCHOR.

a. AVOID DAMAGING EXISTING STEEL REINFORCING IN CONCRETE

SLAB WHEN INSTALLING EXPANSION ANCHORS.

b. PROVIDE FOR FULL THREAD ENGAGEMENT OF NUT AND

WASHER.

ANCHOR TEST LOAD VALUES

ANCHOR

TYPE

ANCHOR

DIAMETER

EMBED hef

TENSION

LOAD

(LBS)

TORQUE LOAD

(FT-LBS) f'c

MIN

(PSI)

MINIMUM EDGE

DIST REQ.

MINIMUM

SPACING REQ.

HILTI KB-TZ 3/8" 2" 1,250 25 3,000 36" 4.75"

HILTI KB-TZ 3/8" 2" 650 25 3,000 36" 4.75"

CONCRETE

TYPE

NORMAL WEIGHT

SAND LIGHT

WEIGHT

MATERIAL

A-653

A-653

A-1008 CS GRADE B

A-1008 CS GRADE B

A-1008 CS GRADE B

A-1008 CS GRADE B

A-1008 CS GRADE B

MINIMUM

THICKNESS

4" AT SOLID SLAB SECTION

3-1/4" AT CONC. OVER METAL DECK

4" AT SOLID SLAB SECTION

3-1/4" AT CONC. OVER METAL DECK

OPM-0516-13: Reviewed for Code Compliance by Sonia Eliseo

PAGE 1 OF 12

3 of 14


PDI-AA-500

PDI-AA-1000

PDI-AA-1400


OPM-0516-13



P14W

P14T2

P19A/T/S/C

MEDTV16

MEDTAB16


PDI-179AV

PDI-871


PDI-886BASE

PDI-886BASE-W

DEGENKOLB ENGINEERS


Oakland, CA 94612

510.272.9040 PHONE

510.272.5926 FAX

CASE 1

(z / h ≤ 1.0)

S

DS

≤ 2.5

SEISMIC SUPPORTS & ATTACHMENTS

SINGLE ARM, WALL-MOUNTED

MONITOR ARM LENGTH = 72" MAX

78.1" MAX.

37.6" MAX.

C.G.

MONITOR ARM

MONITOR ARM

(SEE PG 1 FOR MODEL # & WT)

C.G.

MONITOR

SEE TABLE ON

PG 1 FOR

MODEL # AND

WT. ATTACH

MONITOR TO

SWING ARM

USING 1/4" Ø

DIA. SCREW BY

PDI.

PDI WALL BRACKET

(PDI-179AV OR PDI-871)

PER PAGE 4

(4) 1/4" CAP SCREWS, Gr. 5 MIN.

F

YMIN

= 92 KSI, F uMIN

120KSI, w/ PDI-272 CAP WASHERS (18 GA,

FY 33 KSI MIN)

OPTIONAL WALL BRACKET EXTENSION

PDI-179C-EXT PER PAGE 10

2 LAYERS 5/8"

GYP. BD. MAX.

SHEET NOTES:

1. FOR DESIGN FORCES AND FACTORS SEE GENERAL NOTES ON PAGE 1.

2. THIS PREAPPROVAL ENCOMPASSES ALL WEIGHTS UP TO THE MAXIMUM SHOWN.

3. STRUCTURAL ENGINEER OF RECORD (SEOR) FOR THE BUILDING SHALL PROVIDE SUPPORT STRUCTURE DESIGNED TO SUPPORT

WEIGHTS AND FORCES SHOWN IN COMBINATION WITH ALL OTHER LOADS TO BE PRESENT.

4. STRUCTURAL ENGINEER OF RECORD FOR THE BUILDING SHALL VERIFY THAT INSTALLATION IS IN CONFORMANCE WITH THE CBC 2016

AND WITH THE DETAILS SHOWN IN THIS PREAPPROVAL AND SHALL VERIFY THAT THE ACTUAL EQUIPMENT WEIGHT, CENTER OF GRAVITY,

LOCATION, ATTACHMENT LOCATIONS, ATTACHMENT DETAILS, AND MATERIAL AND THICKNESS OF THE UNIT WHERE THE ATTACHMENTS

ARE MADE AGREE WITH THE INFORMATION CONTAINED IN THE PREAPPROVAL DOCUMENTS.

5. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THAT FASTENERS & INSTALLATION IS IN CONFORMANCE WITH THE CBC 2016 AND

WITH THE DETAILS SHOWN IN THIS PREAPPROVAL.


MAXIMUM DESIGN DEMANDS

(LOADS ARE AT LRFD PER BOLT)

78.1" MAX.

V u

V u

3 1/2"

T u

18 GA, 33 KSI MIN

OPM-0516-13

STUD WALL

BACKING PER

SEOR

TYP.

V

U

= 84 LBS/BOLT

T

U

= 1,070 LBS/BOLT

Sonia Eliseo

ARMS EXTENDED PARALLEL TO THE WALL

V u

= 210 LBS/BOLT

09/19/2019

T

U

= 886 LBS/BOLT

C.G.

MONITOR

T u

BOLT WALL BRACKET TO PDI-254I OR

PDI 254I-24 BACKER PLATE ATTACHED

TO FACE OF STUD OR TO BACKING.

SEE SHEET 6 OR 7 AS APPLICABLE

SEE TABLE

ON PG 1 FOR

MODEL # AND

WT. ATTACH

MONITOR TO

SWING ARM

USING 1/4" Ø

DIA. SCREW

BY PDI.

PDI-219C BACKER PLATE OR PD-133-960

BACKER PLATE (AT PDI-871 CHASSIS

ASSEMBLY) PER PAGE 5

37.6" MAX.

C.G. MONITOR ARM

MONITOR ARM

(SEE PG 1 FOR MODEL # & WT)

PDI WALL BRACKET


PER PAGE 4


F

YMIN

= 92 KSI, F uMIN

120KSI, w/ PDI-272 CAP WASHERS (18

GA, FY 33 KSI MIN)



3 1/2"

MIN.

2 LAYERS 5/8"

GYP. BD. MAX.

MIN.

STRUCTURAL ENGINEER OF RECORD

TO DESIGN STUDS & BACKING, MIN.

18 GA, 33 KSI

OPTION 1 - STEEL STUD WALL SECTION

MAX . C.G. OF THE (3) SWING ARM MODELS

V u

V u

18 GA, 33 KSI MIN STUD

WALL BACKING PER SEOR.

TYP.

T u

T u

BOLT WALL BRACKET TO PDI-218

BACKER PLATE (SEE PAGE 5).

PDI-219C BACKER PLATE OR

PD-133-960 BACKER PLATE (AT

PDI-871 CHASSIS ASSEMBLY)

PER PAGE 5

STRUCTURAL ENGINEER OF

RECORD TO DESIGN STUDS &

BACKING, MIN. 18 GA, 33 KSI

OPTION 2 - STEEL STUD WALL SECTION


8/15/2019 OPM-0516-13: Reviewed for Code Compliance by Sonia Eliseo

PAGE 2 OF 12

4 of 14


PDI-AA-500

PDI-AA-1000

PDI-AA-1400

78.1" MAX.


OPM-0516-13



P14W

P14T2

P19A/T/S/C

MEDTV16

MEDTAB16


PDI-179AV

PDI-871


PDI-886BASE

PDI-886BASE-W

CASE 2 (z / h ≤ 1.0)

S

DS

≤ 2.5

SEISMIC SUPPORTS & ATTCHEMENTS

BACK TO BACK WALL-MOUNTED


DEGENKOLB ENGINEERS


Oakland, CA 94612

510.272.9040 PHONE

510.272.5926 FAX

SHEET NOTES:

1. FOR DESIGN FORCES AND FACTORS SEE GENERAL NOTES ON PAGE 1.

2. THIS PREAPPROVAL ENCOMPASSES ALL WEIGHTS UP TO THE MAXIMUM SHOWN.

3. STRUCTURAL ENGINEER OF RECORD (SEOR) FOR THE BUILDING SHALL PROVIDE SUPPORT STRUCTURE DESIGNED TO SUPPORT

WEIGHTS AND FORCES SHOWN IN COMBINATION WITH ALL OTHER LOADS TO BE PRESENT.

4. STRUCTURAL ENGINEER OF RECORD FOR THE BUILDING SHALL VERIFY THAT INSTALLATION IS IN CONFORMANCE WITH THE CBC 2016

AND WITH THE DETAILS SHOWN IN THIS PREAPPROVAL AND SHALL VERIFY THAT THE ACTUAL EQUIPMENT WEIGHT, CENTER OF GRAVITY,

LOCATION, ATTACHMENT LOCATIONS, ATTACHMENT DETAILS, AND MATERIAL AND THICKNESS OF THE UNIT WHERE THE ATTACHMENTS

ARE MADE AGREE WITH THE INFORMATION CONTAINED IN THE PREAPPROVAL DOCUMENTS.

5. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THAT FASTENERS & INSTALLATION IS IN CONFORMANCE WITH THE CBC 2016 AND

WITH THE DETAILS SHOWN IN THIS PREAPPROVAL.

37.6" MAX

TYP.

18 GA, 33 KSI MIN STUD

OPM-0516-13

TYP.

Sonia Eliseo

V u

V u

C.G.,,MONITOR ARM

T u

C.G.

MONITOR ARM 09/19/2019

MONITOR/ARM

(SEE PG 1 FOR MODEL

# & WT)

C.G.MONITOR

PDI WALL BRCKET


PER PAGE 4

SEE TABLE ON

PG 1 FOR

MODEL # AND

WT. ATTACH

MONITOR TO

SWING ARM

USING 1/4" Ø

DIA. SCREW BY

PDI.


w/ PDI-272 CAP WASHERS (18 GA,

FY 33 KSI MIN)



2 LAYERS 5/8" GYP.

BD. MAX., TYP.

V u

T u

V u

C.G.MONITOR

THRU-BOLT WALL BRACKET TO PDI-255E

OR PDI-255E-24 BACKER PLATE, EA. SIDE DIRECT

TO STUDS OR BACKING.

SEE PAGE 8 OR 9 AS APPLICABLE

PDI-219C BACKER PLATE OR PD-133-960

BACKER PLATE (AT PDI-871 CHASSIS

ASSEMBLY) EA SIDE PER PAGE 5

3 1/2"

MIN.

STRUCTURAL ENGINEER OF RECORD

TO DESIGN STUDS & BLOCKING, MIN.

18 GA, 33 KSI

STEEL STUD WALL SECTION



ARMS EXTENDED AWAY FROM WALL

V

U

= 75 LBS/BOLT

T

U

= 2,030 LBS/BOLT

ARMS EXTENDED PARALLEL TO THE WALL

V u

= 200 LBS/BOLT

T

U

= 1,628 LBS/BOLT


PAGE 3 OF 12

5 of 14


PDI-AA-500

PDI-AA-1000

PDI-AA-1400


OPM-0516-13



P14W

P14T2

P19A/T/S/C

MEDTV16

MEDTAB16


PDI-179AV

PDI-871


PDI-886BASE

PDI-886BASE-W

DEGENKOLB ENGINEERS


Oakland, CA 94612

510.272.9040 PHONE

510.272.5926 FAX

8/15/2019

OPM-0516-13

Sonia Eliseo

09/19/2019

PDI-179AV / PDI-871 WALL MOUNT BRACKET

MATERIAL ADC 12 ALUMINUM (Fy = 24 KSI MIN)

THICKNESS 1/4" MIN

DIMENSIONS ARE IN INCHES

DIMENSIONS SHOWN WITHIN BRACKETS ARE IN MM

PDI 272 WASHER

(18 GA, FY 33 KSI MIN)

1/4" CAP SCREW

CAP COVER PER MFR

ISOMETRIC VIEW


PAGE 4 OF 12

6 of 14


PDI-AA-500

PDI-AA-1000

PDI-AA-1400


OPM-0516-13



P14W

P14T2

P19A/T/S/C

MEDTV16

MEDTAB16


PDI-179AV

PDI-871


PDI-886BASE

PDI-886BASE-W

DEGENKOLB ENGINEERS


Oakland, CA 94612

510.272.9040 PHONE

510.272.5926 FAX

8/15/2019

PDI-218 BACKER PLATE

MATERIAL A-1008 CS GRADE B (Fy = 24 KSI MIN)

OPM-0516-13

Sonia Eliseo

09/19/2019

PDI-219C BACKER PLATE


THICKNESS 11 GA



ISOMETRIC VIEW

PD133-960 BACKER PLATE

MATERIAL

THICKNESS

A-1008 CS GRADE B (Fy = 24 KSI MIN)

18 GA


PAGE 5 OF 12

7 of 14


PDI-AA-500

PDI-AA-1000

PDI-AA-1400


OPM-0516-13



P14W

P14T2

P19A/T/S/C

MEDTV16

MEDTAB16


PDI-886BASE

PDI-886BASE-W

DEGENKOLB ENGINEERS


Oakland, CA 94612

510.272.9040 PHONE

510.272.5926 FAX

(2) #14 S.M.S. EA. CORNER TO WALL STUDS OR BACKING BY SEOR (MIN 18 GA, 33 KSI

MIN).(8 TOTAL).

ALIGN S.M.S. W/ OUTSIDE OF LONG SLOTTED HOLE. SEE ICC-ES ESR 1976, 2196 &

1408 FOR S.M.S. INFORMATION.

ATTACH TO 18 GA, 33 KSI

MIN, METAL STUDS OR

BACKING BY SEOR

OPM-0516-13

Sonia Eliseo

BACKING PL

ISOMETRIC VIEW

08/15/2019

PDI-254I BACKING PL

MATERIAL

THICKNESS

ASTM A653 GR. 33 (Fy = 33 KSI MIN)

11 GA



PAGE 6 OF 12

8 of 14


PDI-AA-500

PDI-AA-1000

PDI-AA-1400


OPM-0516-13



P14W

P14T2

P19A/T/S/C

MEDTV16

MEDTAB16


PDI-886BASE

PDI-886BASE-W

DEGENKOLB ENGINEERS


Oakland, CA 94612

510.272.9040 PHONE

510.272.5926 FAX

(2) #14 S.M.S. EA. CORNER TO WALL STUDS (MIN

18 GA, 33 KSI MIN).(8 TOTAL).

ALIGN S.M.S. W/ OUTSIDE OF LONG SLOTTED

HOLE. SEE ICC-ES ESR 1976, 2196 & 1408 FOR

S.M.S. INFORMATION.

ATTACH TO 18 GA, 33 KSI

MIN, METAL STUDS OR

BACKING BY SEOR

OPM-0516-13

Sonia Eliseo

08/15/2019

BACKING PL ISOMETRIC VIEW

PDI-254I-24 BACKING PL

MATERIAL

THICKNESS

ASTM A653 GR. 33 (Fy = 33 KSI MIN)

11 GA



PAGE 7 OF 12

9 of 14


PDI-AA-500

PDI-AA-1000

PDI-AA-1400


OPM-0516-13



P14W

P14T2

P19A/T/S/C

MEDTV16

MEDTAB16


PDI-886BASE

PDI-886BASE-W

ATTACH TO 18 GA, 33 KSI MIN, METAL STUDS OR BACKING BY SEOR

DEGENKOLB ENGINEERS


Oakland, CA 94612

510.272.9040 PHONE

510.272.5926 FAX

(2) #14 S.M.S. EA. CORNER TO WALL STUDS (MIN 18 GA, 33 KSI MIN).(8 TOTAL).

ALIGN S.M.S. W/ OUTSIDE OF LONG SLOTTED HOLE. SEE ICC-ES ESR 1976,

2196 & 1408 FOR S.M.S. INFORMATION.

OPM-0516-13

Sonia Eliseo

08/15/2019

8/15/2019

PDI-255E BACKING PL


THICKNESS 11 GA



PAGE 8 OF 12

10 of 14


PDI-AA-500

PDI-AA-1000

PDI-AA-1400


OPM-0516-13



P14W

P14T2

P19A/T/S/C

MEDTV16

MEDTAB16


PDI-886BASE

PDI-886BASE-W

ATTACH TO 18 GA, 33 KSI MIN, METAL STUDS OR BACKING BY SEOR

DEGENKOLB ENGINEERS


Oakland, CA 94612

510.272.9040 PHONE

510.272.5926 FAX

(2) #14 S.M.S. EA. CORNER TO WALL STUDS (MIN

18 GA, 33 KSI MIN).(8 TOTAL).

ALIGN S.M.S. W/ OUTSIDE OF LONG SLOTTED

HOLE. SEE ICC-ES ESR 1976, 2196 & 1408 FOR

S.M.S. INFORMATION.

OPM-0516-13

Sonia Eliseo

08/15/2019


BACKING PL ISOMETRIC VIEW

PDI-255E-24-B-C-G BACKING PL

MATERIAL

THICKNESS

A-1008 CS GRADE B (Fy = 24 KSI MIN)

11 GA


PAGE 9 OF 12

11 of 14


PDI-AA-500

PDI-AA-1000

PDI-AA-1400


OPM-0516-13



P14W

P14T2

P19A/T/S/C

MEDTV16

MEDTAB16


PDI-886BASE

PDI-886BASE-W

10"

1"

1"

3"

A

DEGENKOLB ENGINEERS


Oakland, CA 94612

510.272.9040 PHONE

510.272.5926 FAX

OPM-0516-13

Sonia Eliseo

08/15/2019

A

TOP VIEW

8/15/2019

SECTION A-A

PDI-179C-EXT

MATERIAL ADC 12 ALUMINUM (Fy = 24 KSI MIN)



PAGE 10 OF 12

12 of 14


PDI-AA-500

PDI-AA-1000

PDI-AA-1400

CASE 3

(z / h = 0.0)

S

DS

≤ 1.8

FLOOR MOUNT ON GRADE

BASE PL MODEL PDI-886BASE

C.G.

MONITOR

ARM


OPM-0516-13



P14W

P14T2

P19A/T/S/C

MEDTV16

MEDTAB16


PDI-886BASE

PDI-886BASE-W

36" MAX

MONITOR/ARM

(SEE TABLE ON PG 1

FOR MODEL # AND WT)

CASE 4

(z / h ≤ 1.0)

S

DS

≤ 2.5

FLOOR MOUNT ON ELEVATED SLAB

BASE PL MODEL PDI-886BASE

36" MAX

C.G.

MONITOR

ARM

DEGENKOLB ENGINEERS


Oakland, CA 94612

510.272.9040 PHONE

510.272.5926 FAX

MONITOR ARM

(SEE TABLE ON PG 1 FOR MODEL # AND WT)

PDI-886MT 2-3/4"X1/8" STL PIPE

FY = 23 KSI MIN



A513 Fy = 23 KSI MIN

C.G.

MONITOR

SEE TABLE ON PG 1

FOR MODEL # AND

WT. ATTACH

MONITOR TO SWING

ARM USING 1/4" Ø

DIA. SCREW BY PDI.

A

NWC SLAB ON GRADE f'c ≥ 3,000 PSI

V ult

T ult

C.G.

FLOOR MOUNT

25 LBS MAX

OPM-0516-13

SEE TABLE ON PG 1 FOR

MODEL # AND WT. ATTACH

MONITOR TO SWING ARM

A

Sonia Eliseo

PDI.

PDI-886G A36 STIFFENER PL 1/4"

(TYP OF 2)

WEIGHT = 0.35 LBS PER STIFFENER

08/15/2019

PDI-886BASE, A36 BASE PL

3/8"X6"X0'-8" W/ (4) STANDARD SIZE

HOLES FOR 3/8" Ø EXPANSION

ANCHORS W/ 2" EMBED

WEIGHT = 3.5 LBS


C.G.

MONITOR

A

12" MIN

EDGE DIST TYP

T ult

V ult


(TYP OF 2)

WEIGHT = 0.35 LBS PER

STIFFENER

C.G.

FLOOR MOUNT

25 LBS MAX

PDI-886BASE, A36 BASE PL

3/8"X6"X0'-8" W/ (4) STANDARD SIZE

HOLES FOR 3/8" Ø A-307 BOLTS

WEIGHT = 3.5 LBS

A

1'-0" MIN NWC OR SAND LWC f'c ≥ 3000 PSI

FLUTE CL TO CL TYP

20 GA

STEEL

W-DECK

MIN


V

U

= 15 LBS/ANCHOR

T

U

= 505 LBS/ANCHOR

NOTE THAT THESE DEMANDS

ARE PER EXPANSION

ANCHOR AND HAVE NOT

BEEN AMPLIFIED BY Ωo

5/8"

TYP

SIDE ELEVATION

3

1/8

"

PDI-886MT PIPE

PDI-886G STIFFENER PL

(TYP OF 2) WELDED TO

TUBE AND BASE PLATE

IN SHOP BY MFR.

PROVIDE (2) 1/2" Ø EXPANSION ANCHORS W/ 2" EMBEDMENT TO

SUPPORT ANGLE. INSTALL AT UNDERSIDE OF SLAB RIB

INDEPENDENT FROM THROUGH BOLTS. EXTEND ANGLE AS

REQUIRED. DO NOT INSTALL EXPANSION ANCHORS IN SLAB RIBS

WHERE THROUGH BOLTS ARE PRESENT.

1" MIN

BOLTS THROUGH CONCRETE ON METAL DECK

A. BOLTS SHALL BE TORQUED BY 3/4 TURN OF THE NUTS AFTER THE SNUG-TIGHT

(THE SNUG-TIGHT CONDITION IS DEFINED AS THE TIGHTNESS REQUIRED TO BRING

THE CONNECTED PLIES INTO FIRM CONTACT) CONDITION IS ACHIEVED, UNLESS

OTHERWISE NOTED.

B. THROUGH BOLT HOLES SHALL BE 1/16" LARGER THAN BOLT SIZE

(HOLE SIZE = BOLT SIZE + 1/16") FOR CONCRETE.

8"

SECTION A-A

PDI-886BASE, A36

BASE PL

C. THROUGH-BOLTS IN CONCRETE SHALL RECEIVE SPECIAL INSPECTION AND

TESTING (THROUGH BOLTS WITH STEEL TO STEEL CONNECTION IN TENSION DO

NOT REQUIRE TENSION TESTING) IN ACCORDANCE WITH REQUIREMENTS FOR

POST-INSTALLED ANCHORS.

L3X3X1/4

BOTTOM ANGLE

1" MAX TO

FLUTE CL; TYP

SIDE ELEVATION

4 1/2"

MIN


V

U

= 65 LBS/BOLT

T

U

= 1,602 LBS/BOLT

NOTE THAT THESE DEMANDS ARE PER BOLT

AND HAVE NOT BEEN AMPLIFIED BY Ωo

PAGE 11 OF 12



PDI-AA-500

PDI-AA-1000

PDI-AA-1400

CASE 5

(z / h = 0)

S

DS

≤ 2.5

FLOOR MOUNT ON GRADE

BASE PL MODEL PDI-886BASE-W


OPM-0516-13



P14W

P14T2

P19A/T/S/C

MEDTV16

MEDTAB16


PDI-886BASE

PDI-886BASE-W

36" MAX

C.G.

MONITOR ARM

C.G.

MONITOR


SEE TABLE ON PG

1 FOR MODEL #

AND WT. ATTACH

MONITOR TO

SWING ARM USING

1/4" Ø DIA. SCREW

BY PDI.

A

NWC SLAB ON GRADE f'c ≥ 3,000 PSI

T ult

V ult

CASE 6

(z / h ≤ 0.9)

S

DS

≤ 2.0

FLOOR MOUNT ON ELEVATED SLAB

BASE PL MODEL PDI-886BASE-W MONITOR/ARM

(SEE TABLE ON PG 1

FOR MODEL # AND WT)

36" MAX

C.G.

MONITOR ARM


FY = 23 KSI MIN


C.G.

MONITOR

C.G.

FLOOR MOUNT

25 LBS MAX

OPM-0516-13

SEE TABLE ON PG 1 FOR MODEL #

AND WT. ATTACH MONITOR TO

SWING ARM USING 1/4" Ø DIA.

Sonia Eliseo

A


(TYP OF 4)

WEIGHT = 0.35 LBS PER STIFFENER 08/15/2019

PDI-886BASE-W PL 3/8"X15"X1'-3"

W/ (8) STANDARD SIZE HOLES FOR

3/8" Ø EXPANSION ANCHORS W/ 2"

EMBED

WEIGHT = 24 LBS

A

12" MIN

EDGE DIST

SIDE ELEVATION

PDI-886MT

TUBE

DEGENKOLB ENGINEERS


Oakland, CA 94612

510.272.9040 PHONE

510.272.5926 FAX

MONITOR ARM

(SEE TABLE ON PG 1 FOR MODEL # AND WT)


FY = 23 KSI MIN

C.G.

FLOOR MOUNT

25 LBS MAX

T ult

A


(TYP OF 4)

WEIGHT = 0.35 LBS PER STIFFENER

PDI-886BASE-W PL 3/8"X15"X1'-3"

W/ (8) STANDARD SIZE HOLES FOR

3/8" Ø EXPANSION ANCHORS W/ 2"

EMBED

WEIGHT = 24 LBS

NWC OR SAND LWC f'c ≥ 3000 PSI

V ult

SIDE ELEVATION

20 GA

STEEL

W-DECK

MIN


V

U

= 11 LBS/ANCHOR

T

U

= 135 LBS/ANCHOR

NOTE THAT THESE DEMANDS

ARE PER EXPANSION

ANCHOR AND HAVE NOT

BEEN AMPLIFIED BY Ωo

8/15/2019

3

1/

8"

2 1/2"

TYP 7 1/2" 7 1/2"

PDI-886G STIFFENER PL

(TYP OF 4)

WELDED TO TUBE AND BASE

PLATE IN SHOP BY MFR.

PDI-886BASE-W, A36

BASE PL

SECTION A-A



V

U

= 24 LBS/ANCHOR

T

U

= 276 LBS/ANCHOR

NOTE THAT THESE DEMANDS ARE PER

EXPANSION ANCHOR AND HAVE NOT BEEN

AMPLIFIED BY Ωo

PAGE 12 OF 12

14 of 14

PDi OSHPD Approvals Specifications 14 Pages

PDi OSHPD Approvals Specifications

APPLICATION FOR OSHPD PREAPPROVAL

OF MANUFACTURER’S CERTIFICATION (OPM)

OSHPD Preapproval of Manufacturer’s Certification (OPM)

Type:

Manufacturer Information

Product Information

Sonia Eliseo

Applicant Information

I hereby agree to reimburse the Office of Statewide Health Planning and Development review fees in accordance with the California Administrative Code, 2016.

Registered Design Professional Preparing Engineering Recommendations

OSHPD Special Seismic Certification Preapproval (OSP)

Certification Method(s)

Sonia Eliseo

List of Attachments Supporting the Manufacturer’s Certification

EQUIPMENT PROPERTIES

CASE 1

MAXIMUM DESIGN DEMANDS

OPTION 1 - STEEL STUD WALL SECTION

OPTION 2 - STEEL STUD WALL SECTION

STEEL STUD WALL SECTION

MAXIMUM DESIGN DEMANDS

TOP VIEW

SECTION A-A

CASE 3

CASE 4

SIDE ELEVATION

SECTION A-A

SIDE ELEVATION

CASE 5

CASE 6

SIDE ELEVATION

SIDE ELEVATION

SECTION A-A

Related manuals

PDi OSHPD Approvals Specifications 14 Pages

PDi OSHPD Approvals Specifications

APPLICATION FOR OSHPD PREAPPROVAL

OF MANUFACTURER’S CERTIFICATION (OPM)

OSHPD Preapproval of Manufacturer’s Certification (OPM)

Type:

Manufacturer Information

Product Information

Sonia Eliseo

Applicant Information

I hereby agree to reimburse the Office of Statewide Health Planning and Development review fees in accordance with the California Administrative Code, 2016.

Registered Design Professional Preparing Engineering Recommendations

OSHPD Special Seismic Certification Preapproval (OSP)

Certification Method(s)

Sonia Eliseo

List of Attachments Supporting the Manufacturer’s Certification

EQUIPMENT PROPERTIES

CASE 1

MAXIMUM DESIGN DEMANDS

OPTION 1 - STEEL STUD WALL SECTION

OPTION 2 - STEEL STUD WALL SECTION

STEEL STUD WALL SECTION

MAXIMUM DESIGN DEMANDS

TOP VIEW

SECTION A-A

CASE 3

CASE 4

SIDE ELEVATION

SECTION A-A

SIDE ELEVATION

CASE 5

CASE 6

SIDE ELEVATION

SIDE ELEVATION

SECTION A-A

Related manuals

PDi

1400 SERIES

PDi

1000 Series

PDi

PDI-255E-24

PDi

PDI-280

PDi

PDI-244

PDi

OSHPD Approvals

PDi

PDI-255E-24

PDi Communication Systems

PDI-179C Wall Bracket

PDi

PDI-179AV5

PDi

PDI-255E-HDG

PDi

255E-HDG PDI-255E-HDG

PDi

Persona P14W