FPD212 Dual-chamber orifice fitting - ABB · PDF fileFPD212 Dual-chamber orifice fitting 4...

Data sheet DS/FPD212–EN Rev. B

FPD212Dual-chamber orifice fitting

Combining safety with convenience

Measurement made easy

Easy plate removal and replacement— no need to shut down pipeline

High-pressure solution for up to ANSI 2500 rating— rated to 10,000 psi (698 bar)

Maintenance can be performed at any time— no need to wait for annual shutdown


2 DS/FPD212–EN Rev. B | FPD212 | Dual-chamber orifice fitting

Introduction

ABB's FPD212 dual-chamber orifice is a proven system for safely and quickly inspecting and changing orifice plates.

The FPD212 is a high-quality fitting that is a pivotal component in an orifice measurement system. These dual-chamber orifice fittings are built to meet or exceed ASME & ANSI standards as well as ISO-5167, AGA-3/API-14.3. This is ideal for the Oil & Gas industry as well as any industry where accurate flow measurement is required.

Dual chamber orifice fittings such as the FPD212 have an extra chamber into which the orifice plate is first withdrawn; this chamber has a single isolation from the pipeline. This means that the flow in the pipeline does not have to be stopped to enable removal and refitting of the orifice plate and, although the second chamber must be vented, there is no requirement to vent the pipeline section.

Each fitting has been designed and optimized utilizing FEA (Finite Element Analysis). The fittings are also pressurized to 150 % of the specified working pressure.

The FPD212 is designed and manufactured in compliance with ASME 16.34 and ASME 16.5, ASTM specifications, AGA-3 Latest Edition and ISO-5167.

Fig. 1: Key operating parts

Clamping bar

Seal bar

Plate carrieroperating gears

Orifice plate carrier

Orifice plate

Orifice plate sealDrain plug Meter

taps

Inner valve operating gears

Vent valve

Grease nipple

Equalizing valve

FPD212 | Dual-chamber orifice fitting | DS/FPD212–EN Rev. B 3

Specification

Body configuration— Flange x flange— Flange x weld— Weld x weldFlanges to FF, RF And RTJ are available in the following formats: — ANSI 16.5 or 16.47— Techlok and SPO— Grayloc®— API 6a— or to specific client specification

Design codes— ASME B31.8 Gas Transmission And Distribution Piping— NACE Mr-01-75— ASME B31.1 Power Piping— ASME B31.3 Liquid Petroleum Transportation Piping

Systems — PED 97/23/EC – Pressure Equipment Directive

Measurement standards— ISO 5167— API MPMS 14.3.2 (AGA Report No. 3)

Standard materials of constructionBody casting— ASTM A216 WCB, WCC— ASTM A352 LCC— ASTM A351 CF8M— ASTM A995 Gr.4a, Gr.6a— Other materials are available on request

Internal components— Stainless steel 316 / 316L— Stainless steel A351 CF8M— Carbon steel AISI430

Pressure tappings— 1 or 2 sets per side; 1/2 in. NPT female— Flanged end pressure tappings available to suit ANSI rating

of meter

External bolting— ASTM A194 Gr.4 (zinc coated)— ASTM A320 L7 (zinc coated)— other materials are available on request, including optional

coatings such as PTFE, Xylan And Xylar

SealsSeal barHNBR O-ring (standard); gasket (optional)ShaftsPTFE packing (standard); HNBR O-ring (optional)Inner valves— Grease seal (standard); HNBR O-ring (optional)Orifice plate— Type 'K' 2000 edition formed HNBR seal on a 316 SS

retainer ring — Dual ring HNBR O-rings standard on A 316 SS retainer ring— PTFE snap seal two-piece virgin PTFE assembly

Orifice platesIndustry-standard orifice plate thicknesses as per the guidelines set out within ISO 5167 and API 14.3.

Maximizing performanceTo ensure absolute metering accuracy, it is recommended that industry practice is followed and meter tubes are purchased and manufactured to complement the orifice fitting. This ensures concentricity between the pipe and the fitting and eliminates uncertainties associated with misalignment.

ABB can supply the following items for a complete metering solution:— orifice fitting with meter tube including straightening

vane / profiler— DP transmitters and process transmitters— flow computer and enclosure— spare parts for service and commissioning— product service training

Temperature ratingAs ratings of material and flanges fitted

Pressure rating

Note. For other sizes, contact ABB.

Size in. (mm) ANSI pressure class (fully-rated)

2 (50) to 12 (300) 150, 300, 600, 900, 1500, 2500

14 (350) to 24 (600) 150, 300, 600, 900, 1500



Dimensions

Line sizes 2 to 14 in. flangeneck design (weldneck upstream, flange downstream)

1 in

.

L

B

M

NOP

I

AC

D

GJ

H

E

F

1in.

1in.

K

37.5

°±2

.5°

Min

imum

cle

aran

ce r

equi

red

for

plat

e ch

angi

ng


Outside diameter of flange

Diameter of bolt pattern

Diameter of raised face

Standard pipe schedule

Width of raised face

Flange thickness

including face

Downstream face of orifice

plate to face of flange

Upstream face of orifice

plate to face of buttweld

Overall face to face

Orifice plate thickness

Diameter of weldneck hub

Operating clearance

from center

Operating clearance

from center

Centerline to bottom

Centerline to top

Clearance for

plate changing

Number and diameter

of studs per flange

Length of studs with nuts

Pipe size of drain plugs

Approximate weight (lbs)

Siz

eA

BC

DE

FG

HI

JK

LM

NO

P

AN

SI

150

– fl

ang

enec

k –

stan

dar

d r

aise

d f

ace

2 6.

000

4.75

03.

625

40,

800.

063

0.75

05.

313

5.18

810

.625

0.12

52.

375

12.8

754.

250

4.25

013

.000

5.56

34

– 0.

625

3.25

00.

500

100

3 7.

500

6.00

05.

000

400.

063

0.93

86.

375

7.12

513

.625

0.12

53.

500

13.7

505.

313

4.87

514

.000

6.06

34

– 0.

625

3.50

00.

500

145

4 9.

000

7.50

06.

188

400.

063

0.93

85.

750

6.50

012

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0.12

54.

500

14.1

255.

813

5.31

315

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7.00

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625

3.50

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750

240

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9.50

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400.

063

1.00

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813

8.00

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.938

0.12

56.

625

15.5

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000

7.50

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.000

9.00

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750

4.00

00.

750

345

8 13

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11.7

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400.

063

1.12

57.

312

8.37

515

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0.25

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625

16.0

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000

8.62

522

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11.0

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– 0.

750

4.25

00.

750

520

10

16.0

0014

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12.7

5040

0.06

31.

188

6.56

39.

375

16.1

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10.7

5017

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9.00

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25.0

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12 –

0.8

754.

500

0.75

061

0

12

19.0

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0.06

31.

250

9.40

69.

781

19.4

380.

250

12.7

5018

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10.7

5011

.750

27.8

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12 –

0.8

754.

750

0.75

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70

14

21.0

0018

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16.2

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0.06

31.

375

10.5

6310

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21.3

760.

250

14.0

0020

.125

11.8

7512

.625

32.0

0017

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12 –

0.1

005.

250

0.75

012

87

AN

SI

300

– fl

ang

enec

k –

stan

dar

d r

aise

d f

ace

2 6.

500

5.00

03.

625

40,

800.

063

0.87

55.

313

5.18

810

.625

0.12

52.

375

12.8

754.

250

4.25

013

.000

5.56

38

– 0.

625

3.50

00.

500

100

3 8.

250

6.62

55.

000

400.

063

1.12

56.

500

7.12

513

.750

0.12

53.

500

13.7

505.

313

4.87

514

.000

6.06

38

– 0.

750

4.25

00.

500

155

4 10

.000

7.87

56.

188

400.

063

1.25

06.

063

6.50

012

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0.12

54.

500

14.1

255.

813

5.31

315

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7.00

08

– 0.

750

4.50

00.

750

250

6 12

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10.6

258.

500

40,

800.

063

1.43

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250

8.00

015

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0.12

56.

625

15.5

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000

7.50

019

.000

9.00

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– 0

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4.75

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750

365

8 15

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13.0

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063

1.62

57.

813

8.37

516

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0.25

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625

16.0

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000

8.62

522

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11.0

0012

– 0

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5.50

00.

750

545

10

17.5

0015

.250

12.7

5040

, 80

0.06

31.

875

7.25

09.

375

16.8

750.

250

10.7

5017

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9.00

010

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25.0

0013

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16 –

1.0

006.

250

0.75

065

0

12

20.5

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15.0

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, 80

0.06

32.

000

9.40

69.

781

19.4

380.

250

12.7

5018

.875

10.7

5011

.750

27.8

7515

.000

16 –

1.1

256.

750

0.75

011

30

14

23.0

0020

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16.2

5040

, 80

0.06

32.

125

10.5

6310

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21.3

760.

250

14.0

0020

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11.8

7512

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32.0

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20 –

1.1

257.

000

0.75

013

50

AN

SI

600

– fl

ang

enec

k –

stan

dar

d r

aise

d f

ace

26.

500

5.00

03.

625

40,

80,

160

0.25

01.

250

5.31

35.

188

10.6

250.

125

2.37

512

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4.25

04.

250

13.0

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563

8 –

0.62

54.

250

0.50

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5

38.

250

6.62

55.

000

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800.

250

1.50

06.

625

7.12

513

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0.12

53.

500

13.7

505.

313

4.87

514

.000

6.06

38

– 0.

750

5.00

00.

500

160

410

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8.50

06.

188

40,

800.

250

1.75

06.

563

6.56

313

.250

0.12

54.

500

14.1

255.

813

5.31

315

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7.00

08

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825

5.75

00.

750

265

614

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11.5

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500

40,

800.

250

2.12

57.

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8.00

016

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0.12

56.

625

15.5

007.

000

7.50

019

.000

9.00

012

– 1

.000

6.75

00.

750

400

816

.500

13.7

5010

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800.

250

2.43

88.

625

8.37

517

.250

0.25

08.

625

16.0

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000

8.62

522

.000

11.0

0012

– 1

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7.50

00.

750

595

1020

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17.0

0012

.750

800.

250

2.75

08.

125

9.37

517

.750

0.25

010

.750

17.3

759.

000

10.0

6325

.000

13.1

2516

– 1

.250

8.50

00.

750

745

1222

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19.2

5015

.000

800.

250

2.87

59.

406

9.78

119

.438

0.25

012

.750

18.8

7510

.750

11.7

5027

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15.0

0020

– 1

.250

8.75

00.

750

1215

1423

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20.7

5016

.250

800.

250

3.00

010

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10.5

6221

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0.25

014

.000

20.1

2511

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12.6

2532

.000

17.5

6320

– 1

.375

9.25

00.

750

1475



1 in

.

L

B

M

NOP

I

AC

D

GJ

H

E

F

1in.

1in.

K

37.5

°±2

.5°

Min

imum

cle

aran

ce r

equi

red

for

plat

e ch

angi

ng







Flange thickness

including face








Operating clearance

from center

Operating clearance

from center


Centerline to top

Clearance for

plate changing

Number and diameter

of studs per flange




Siz

eA

BC

DE

FG

HI

JK

LM

NO

P

AN

SI

600

– fl

ang

enec

k –

rin

g t

ype

join

t

26.

500

5.00

04.

250

40,

80,

160

0.31

31.

313

5.37

55.

188

10.6

880.

125

2.37

512

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4.25

04.

250

13.0

005.

563

8 –

0.62

54.

250

0.50

010

5

38.

250

6.62

55.

750

40,

800.

313

1.56

36.

688

7.12

513

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0.12

53.

500

13.7

505.

313

4.87

514

.000

6.06

38

– 0.

750

5.00

00.

500

160

410

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8.50

06.

875

40,

800.

313

1.81

36.

625

6.56

313

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0.12

54.

500

14.1

255.

813

5.31

315

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7.00

08

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5.75

00.

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265

614

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11.5

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500

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800.

313

2.18

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8.00

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0.12

56.

625

15.5

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7.50

019

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9.00

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6.75

00.

750

400

816

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13.7

5011

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800.

313

2.50

08.

687

8.37

517

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0.25

08.

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16.0

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000

8.62

522

.000

11.0

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– 1

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7.50

00.

750

595

1020

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17.0

0014

.000

800.

313

2.81

38.

188

9.37

517

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0.25

010

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17.3

759.

000

10.0

6325

.000

13.1

2516

– 1

.250

8.50

00.

750

745

1222

.000

19.2

5016

.250

800.

313

2.93

89.

406

9.78

119

.438

0.25

012

.750

18.8

7510

.750

11.7

5027

.875

15.0

0020

– 1

.250

8.75

00.

750

1215

1423

.750

20.7

5018

.000

800.

313

3.06

310

.563

10.5

6321

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0.25

014

.000

20.1

2511

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12.6

2532

.000

17.5

6320

– 1

.375

9.25

00.

750

1475

AN

SI

900

– fl

ang

enec

k –

stan

dar

d r

aise

d f

ace

28.

500

6.50

03.

625

40,

80,

160

0.25

01.

750

5.81

35.

188

11.1

250.

125

2.37

512

.875

4.25

04.

250

13.0

005.

563

8 –

0.87

5 5.

750

0.50

020

5

39.

500

7.50

05.

000

40,

80,

160

0.25

01.

750

6.87

57.

125

14.1

250.

125

3.50

013

.750

5.31

34.

875

14.0

006.

063

8 –

0.87

5 5.

750

0.50

021

5

411

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9.25

06.

188

80,

160

0.25

02.

000

6.81

36.

563

13.5

000.

125

4.50

014

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5.81

35.

313

15.5

007.

000

8 –

1.12

56.

750

0.75

030

0

615

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12.5

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500

80,

160

0.25

02.

125

8.25

08.

000

16.3

750.

125

6.62

515

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7.00

07.

500

19.0

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000

12 –

1.1

257.

750

0.75

049

0

818

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15.5

0010

.625

160

0.25

02.

750

9.00

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375

17.6

250.

250

8.62

516

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8.00

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625

22.0

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12 –

1.3

758.

750

0.75

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95

1021

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18.5

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160

0.25

03.

000

8.37

59.

375

18.0

000.

250

10.7

5017

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9.00

010

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25.0

0013

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20 –

1.3

759.

250

0.75

015

55

1224

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21.0

0015

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160

0.25

03.

375

9.40

69.

781

19.4

380.

250

12.7

5018

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10.7

5011

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27.8

7515

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17 –

1.3

7510

.000

0.75

019

35

1425

.250

22.0

0016

.250

160

0.25

03.

625

10.5

6310

.563

21.3

750.

250

14.0

0020

.125

11.8

7512

.625

32.0

0017

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20 –

1.5

0010

.750

0.75

021

35

AN

SI

900

– fl

ang

enec

k –

rin

g t

ype

join

t

28.

500

6.50

04.

875

40,

80,

160

0.31

31.

750

5.87

55.

188

11.1

880.

125

2.37

512

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4.25

04.

250

13.0

005.

563

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0.87

55.

750

0.50

020

5

39.

500

7.50

06.

125

40,

80,

160

0.31

31.

750

6.93

87.

125

14.1

880.

125

3.50

013

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5.31

34.

875

14.0

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063

8 –

0.87

55.

750

0.50

021

5

411

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9.25

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125

80,

160

0.31

32.

000

6.87

56.

563

13.5

630.

125

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5.81

35.

313

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000

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1.12

56.

750

0.75

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0

615

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12.5

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500

80,

160

0.31

32.

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8.31

38.

000

16.4

380.

125

6.62

515

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7.00

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500

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000

12 –

1.1

257.

750

0.75

049

0

818

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15.5

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160

0.31

32.

750

9.00

08.

375

17.6

250.

250

8.62

516

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8.00

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625

22.0

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1.3

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750

0.75

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95

1021

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18.5

0014

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160

0.31

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000

8.43

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375

18.0

630.

250

10.7

5017

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9.00

010

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25.0

0013

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1.3

759.

250

0.75

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55

1224

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21.0

0016

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160

0.31

33.

375

9.40

69.

781

19.4

380.

250

12.7

5018

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10.7

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27.8

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.000

0.75

019

35

1425

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22.0

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160

0.43

83.

813

10.5

6310

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21.3

750.

250

14.0

0020

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11.8

7512

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0017

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1.5

0011

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0.75

021

35



Line sizes 2 to 12in. flangeneck design (weldneck upstream, flange downstream)

1in.

L

B

M

NOP

I

AC

D

GJ

H

E

F

1in.

1in.

K

37.5

°±2

.5°

Min

imum

cle

aran

ce r

equi

red

for

pla

te c

hang

ing







Flange thickness including face








Operating clearance from center



Centerline to top

Clearance for plate changing

Number and diameter

of studs per flange




Siz

eA

BC

DE

FG

HI

JK

LM

NO

P

AN

SI

1500

RF

– f

lang

enec

k co

nfig

ura

tio

n –

sta

ndar

d r

aise

d f

ace

flan

ge

28.

500

6.50

03.

625

80,

160,

XX

0.25

01.

750

7.00

07.

000

14.1

250.

125

2.37

512

.875

5.75

04.

500

13.7

505.

563

8 –

0.87

55.

750

0.50

020

5

310

.500

8.00

05.

000

80,

160,

XX

0.25

02.

125

7.68

87.

938

15.7

500.

125

3.50

013

.750

5.62

55.

625

15.0

006.

063

8 –

1.12

57.

000

0.50

027

5

412

.250

9.50

06.

188

160,

XX

0.25

02.

375

8.37

57.

875

16.3

750.

125

4.50

014

.125

6.50

06.

125

16.2

507.

000

8 –

1.25

07.

750

0.75

044

5

615

.500

12.5

008.

500

80,

120,

160,

XX

0.25

03.

500

10.1

8810

.750

21.0

630.

125

6.62

515

.500

7.75

08.

000

19.3

759.

000

12 –

1.3

7510

.250

0.75

071

0

819

.000

15.5

0010

.625

80,

120,

160,

XX

0.25

03.

875

11.1

5611

.719

23.1

250.

250

8.62

516

.000

9.75

09.

500

22.5

0011

.000

12 –

1.6

2511

.500

0.75

012

40

1023

.000

19.0

0012

.750

140,

160

0.25

04.

500

12.5

0012

.500

25.2

500.

250

10.7

5017

.375

11.0

0011

.500

25.0

0013

.125

12 –

1.8

7513

.250

0.75

017

45

1226

.500

22.5

0015

.000

160

0.25

05.

125

13.0

6313

.625

26.9

380.

250

12.7

5018

.875

12.3

7513

.250

28.2

5015

.000

16 –

2.0

0014

.750

0.75

028

05

AN

SI

1500

RT

J –

flan

gen

eck

con

fig

ura

tio

n –

rin

g t

ype

join

t fl

ang

e

28.

500

6.50

04.

875

80,

160,

XX

0.31

31.

813

7.00

07.

000

14.1

250.

125

2.37

512

.875

5.75

04.

500

13.7

505.

563

8 –

0.87

55.

750

0.50

020

5

310

.500

8.00

06.

625

80,

160,

XX

0.31

32.

188

7.68

87.

938

15.7

500.

125

3.50

013

.750

5.62

55.

625

15.0

006.

063

8 –

1.12

57.

000

0.50

027

5

412

.250

9.50

07.

625

160,

XX

0.31

32.

438

8.37

57.

875

16.3

750.

125

4.50

014

.125

6.50

06.

125

16.2

507.

000

8 –

1.25

07.

750

0.75

044

5

615

.500

12.5

009.

750

80,

120,

160,

XX

0.37

53.

625

10.1

8810

.750

21.0

630.

125

6.62

515

.500

7.75

08.

000

19.3

759.

000

12 –

1.3

7510

.500

0.75

071

0

819

.000

15.5

0012

.500

80,

120,

160,

XX

0.43

84.

063

11.1

5611

.719

23.1

250.

250

8.62

516

.000

9.75

09.

500

22.5

0011

.000

12 –

1.6

2511

.750

0.75

012

40

1023

.000

19.0

0014

.625

140,

160

0.43

84.

688

12.5

0012

.500

25.2

500.

250

10.7

5017

.375

11.0

0011

.500

25.5

0013

.125

12 –

1.8

7513

.500

0.75

017

45

1226

.500

22.5

0017

.250

160

0.56

35.

438

13.0

6313

.625

26.9

380.

250

12.7

5018

.875

12.3

7513

.250

28.2

5015

.000

16 –

2.0

0015

.250

0.75

028

05




LL

1in.

BN

OP

J

DC

A

F E

I

H

K

G

37.5

° ±2

.5°

1in.

1in.

Min

imum

cle

aran

ce r

equi

red

for

plat

e ch

angi

ng

















Centerline to top


Number and diameter

of studs per flange




Siz

eA

BC

DE

FG

HI

JK

LN

OP

AN

SI

2500

RF

– f

lang

enec

k co

nfig

ura

tio

n –

sta

ndar

d r

aise

d f

ace

flan

ge

29.

250

6.75

03.

620

160,

XX

S0.

250

2.37

08.

625

8.62

517

.375

0.12

52.

375

12.2

505.

375

13.3

755.

563

8 –

1.00

07.

000

0.50

022

0

312

.000

9.00

05.

000

160,

XX

S0.

250

2.87

59.

563

9.56

319

.250

0.12

53.

500

14.2

506.

000

14.8

756.

063

8 –

1.25

08.

750

0.50

039

0

414

.000

10.7

506.

190

160,

XX

S0.

250

3.37

010

.500

10.5

0021

.125

0.12

54.

500

14.1

257.

000

16.1

257.

000

8 –

1.50

010

.000

0.75

044

0

619

.000

14.5

008.

500

160,

XX

S0.

250

4.62

012

.500

12.5

0025

.125

0.12

56.

625

16.5

009.

500

19.1

259.

000

8 –

2.00

013

.500

0.75

011

20

821

.750

17.2

5010

.620

160,

XX

S0.

250

5.25

019

.563

19.5

6339

.375

0.25

08.

625

18.0

0010

.875

22.5

5111

.000

12 –

2.0

0015

.000

0.75

019

50

1026

.500

21.2

5012

.750

160,

XX

S0.

250

6.75

022

.625

22.6

2545

.500

0.25

012

.750

19.8

1313

.250

26.2

5013

.250

12 –

2.5

0019

.250

0.75

031

60

1230

.000

24.3

7515

.000

160,

XX

S0.

250

7.50

023

.375

20.8

7544

.500

0.25

012

.750

22.7

5015

.000

27.5

4815

.000

12 –

2.7

5021

.250

0.75

048

30

AN

SI

2500

RT

J –

flan

gen

eck

con

fig

ura

tio

n –

rin

g t

ype

join

t fl

ang

e

29.

250

6.75

05.

250

160,

XX

S0.

313

2.43

38.

688

8.68

817

.500

0.12

52.

375

12.2

505.

375

13.3

755.

563

8 –

1.00

07.

000

0.50

022

0

312

.000

9.00

06.

625

160,

XX

S0.

375

3.00

09.

688

9.68

819

.500

0.12

53.

500

14.2

506.

000

14.8

756.

063

8 –

1.25

09.

000

0.50

039

0

414

.000

10.7

508.

000

160,

XX

S0.

438

3.55

810

.688

10.6

8821

.500

0.12

54.

500

14.1

257.

000

16.1

257.

000

8 –

1.50

010

.500

0.75

044

0

619

.000

14.5

0011

.000

160,

XX

S0.

500

4.87

012

.750

12.7

5025

.625

0.12

56.

625

16.5

009.

500

19.1

259.

000

8 –

2.00

014

.250

0.75

011

20

821

.750

17.2

5013

.375

160,

XX

S0.

563

5.56

319

.875

19.8

7540

.000

0.25

08.

625

18.0

0010

.875

22.5

5111

.000

12 –

2.0

0015

.500

0.75

019

50

1026

.500

21.2

5016

.750

160,

XX

S0.

688

7.18

820

.875

23.0

6344

.188

0.25

012

.750

19.8

1313

.250

26.2

5013

.250

12 –

2.5

0020

.000

0.75

031

60

1230

.000

24.3

7519

.500

160,

XX

S0.

688

7.93

820

.875

23.8

1344

.938

0.25

012

.750

22.7

5015

.000

27.5

4815

.000

12 –

2.7

5022

.000

0.75

048

30



Line sizes 2 to 14 in. flange x flange (raised face / ring joint)

1in.

L

B

M

NOP

I

AC

D

GJ

H

E

F

1in.

1in.

Min

imum

cle

aran

ce r

equi

red

for

pla

te c

hang

ing









plate to face of downstream flange


plate to face of upstream flange






Centerline to top


Number and diameter

of studs per flange




Siz

eA

BC

DE

FG

HI

JL

MN

OP

AN

SI

150

– fl

ang

e x

flan

ge

– st

and

ard

rai

sed

fac

e

26.

000

4.75

03.

625

40,

800.

063

0.75

05.

313

5.18

810

.625

0.12

512

.875

4.25

04.

250

13.0

005.

563

4 –

0.62

53.

250

0.50

010

5

37.

500

6.00

05.

000

400.

063

0.93

86.

375

6.37

512

.875

0.12

513

.750

5.31

34.

875

14.0

006.

063

4 –

0.62

53.

500

0.50

015

5

49.

000

7.50

06.

188

400.

063

0.93

85.

750

6.50

012

.375

0.12

514

.125

5.81

35.

313

15.5

007.

000

8 –

0.62

53.

500

0.75

025

5

611

.000

9.50

08.

500

400.

063

1.00

06.

813

8.00

014

.938

0.12

515

.500

7.00

07.

500

19.0

009.

000

8 –

0.75

04.

000

0.75

036

5

813

.500

11.7

5010

.625

400.

063

1.12

57.

313

8.37

515

.938

0.25

016

.000

8.00

08.

625

22.0

0011

.000

8 –

0.75

04.

250

0.75

055

0

1016

.000

14.2

5012

.750

400.

063

1.18

86.

563

7.81

214

.625

0.25

017

.375

9.00

010

.063

25.0

0013

.125

12 –

0.8

754.

500

0.75

065

5

1219

.000

17.0

0015

.000

400.

063

1.25

09.

406

9.78

119

.438

0.25

018

.875

10.7

5011

.750

27.8

7515

.000

12 –

0.8

754.

750

0.75

011

30

1421

.000

18.7

5016

.250

400.

063

1.37

510

.563

10.5

6321

.375

0.25

020

.125

11.8

7512

.625

32.0

0017

.563

12 –

1.0

005.

250

0.75

013

70

AN

SI

300

– fl

ang

e x

flan

ge

– st

and

ard

rai

sed

fac

e

26.

500

5.00

03.

625

40,

800.

063

0.93

85.

313

5.18

810

.625

0.12

512

.875

4.25

04.

250

13.0

005.

563

8 –

0.62

53.

500

0.50

011

0

38.

250

6.62

55.

000

400.

063

1.12

56.

500

6.50

013

.125

0.12

513

.750

5.31

34.

875

14.0

006.

063

8 –

0.75

04.

250

0.50

017

0

410

.000

7.87

56.

188

400.

063

1.25

06.

063

6.50

012

.688

0.12

514

.125

5.81

35.

313

15.5

007.

000

8 –

0.75

04.

500

0.75

027

5

612

.500

10.6

258.

500

40,

800.

063

1.43

87.

250

8.00

015

.375

0.12

515

.500

7.00

07.

500

19.0

009.

000

12 –

0.7

504.

750

0.75

040

5

815

.000

13.0

0010

.625

40,

800.

063

1.62

57.

813

8.37

516

.438

0.25

016

.000

8.00

08.

625

22.0

0011

.000

12 –

0.8

755.

500

0.75

060

5

1017

.500

15.2

5012

.750

40,

800.

063

1.87

57.

250

9.37

516

.875

0.25

017

.375

9.00

010

.063

25.0

0013

.125

16 –

1.0

006.

250

0.75

073

0

1220

.500

17.7

5015

.000

40,

800.

063

2.00

09.

406

9.78

119

.438

0.25

018

.875

10.7

5011

.750

27.8

7515

.000

16 –

1.1

256.

750

0.75

012

45

1423

.000

20.2

5016

.250

40,

800.

063

2.12

510

.563

10.5

6321

.375

0.25

020

.125

11.8

7512

.625

32.0

0017

.563

20 –

1.1

257.

000

0.75

015

10

AN

SI

600

– fl

ang

e x

flan

ge

– st

and

ard

rai

sed

fac

e

26.

500

5.00

03.

625

40,

80,

160

0.25

01.

250

5.31

35.

188

10.6

250.

125

12.8

754.

250

4.25

013

.000

5.56

38

– 0.

625

4.25

00.

500

115

38.

250

6.62

55.

000

40,

800.

250

1.50

06.

625

6.62

513

.375

0.12

513

.750

5.31

34.

875

14.0

006.

063

8 –

0.75

05.

000

0.50

017

5

410

.750

8.50

06.

188

40,

800.

250

1.75

06.

563

6.56

313

.250

0.12

514

.125

5.81

35.

313

15.5

007.

000

8 –

0.87

55.

750

0.75

030

0

614

.000

11.5

008.

500

40,

800.

250

2.12

57.

938

8.00

016

.063

0.12

515

.500

7.00

07.

500

19.0

009.

000

12 –

1.0

006.

750

0.75

048

0

816

.500

13.7

5010

.625

40,

800.

250

2.43

88.

625

8.37

517

.250

0.25

016

.000

8.00

08.

625

22.0

0011

.000

12 –

1.1

257.

500

0.75

070

0

1020

.000

17.0

0012

.750

800.

250

2.75

08.

125

9.37

517

.750

0.25

017

.375

9.00

010

.063

25.0

0013

.125

16 –

1.2

508.

500

0.75

092

5

1222

.000

19.2

5015

.000

800.

250

2.87

59.

406

9.78

119

.438

0.25

018

.875

10.7

5011

.750

27.8

7515

.000

20 –

1.2

508.

750

0.75

014

30

1423

.750

20.7

5016

.250

800.

250

3.00

010

.563

10.5

6321

.375

0.25

020

.125

11.8

7512

.625

32.0

0017

.563

20 –

1.3

759.

250

0.75

017

35



1in.

L

B

M

NOP

I

AC

D

GJ

H

E

F

1in.

1in.

Min

imum

cle

aran

ce r

equi

red

for

pla

te c

hang

ing

















Centerline to top


Number and diameter

of studs per flange




Siz

eA

BC

DE

FG

HI

JL

MN

OP

AN

SI

600

– fl

ang

e x

flan

ge

– ri

ng

typ

e jo

int

26.

500

5.00

04.

250

40,

80,

160

0.31

31.

313

5.37

55.

375

10.8

750.

125

12.8

754.

250

4.25

013

.000

5.56

38

– 0.

625

4.25

00.

500

115

38.

250

6.62

55.

750

40,

800.

313

1.56

36.

688

6.68

813

.500

0.12

513

.750

5.31

34.

875

14.0

006.

063

8 –

0.75

05.

000

0.50

017

5

410

.750

8.50

06.

875

40,

800.

313

1.81

36.

625

6.62

513

.375

0.12

514

.125

5.81

35.

313

15.5

007.

000

8 –

0.87

55.

750

0.75

030

0

614

.000

11.5

009.

500

40,

800.

313

2.18

88.

000

8.00

016

.125

0.12

515

.500

7.00

07.

500

19.0

009.

000

12 –

1.0

006.

750

0.75

048

0

816

.500

13.7

5011

.875

800.

313

2.50

08.

687

8.37

517

.312

0.25

016

.000

8.00

08.

625

22.0

0011

.000

12 –

1.1

257.

750

0.75

071

0

1020

.000

17.0

0014

.000

800.

313

2.81

38.

188

9.37

517

.813

0.25

017

.375

9.00

010

.063

25.0

0013

.125

16 –

1.2

508.

500

0.75

092

5

1222

.000

19.2

5016

.250

800.

313

2.93

89.

406

9.78

119

.438

0.25

018

.875

10.7

5011

.750

27.8

7515

.000

20 –

1.2

508.

750

0.75

014

30

1423

.750

20.7

5018

.000

800.

313

3.06

310

.563

10.5

6321

.375

0.25

020

.125

11.8

7512

.625

32.0

0017

.563

20 –

1.3

759.

250

0.75

017

35

AN

SI

900

– fl

ang

e x

flan

ge

– st

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500

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313

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411

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188

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6.81

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563

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255.

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5.31

315

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6.75

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615

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12.5

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160

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438

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15.5

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750

600

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160

0.25

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750

9.00

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000

18.2

500.

250

16.0

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8.62

522

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8.75

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8.37

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17.3

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10.0

6325

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9.40

69.

781

19.4

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18.8

7510

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160

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10.5

6310

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21.3

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20.1

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12.6

2532

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17.5

6320

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.500

10.7

500.

750

2515

AN

SI

900

– fl

ang

e x

flan

ge

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ng

typ

e jo

int

28.

500

6.50

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625

40,

80,

160

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31.

813

6.37

56.

375

12.8

750.

125

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754.

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4.25

013

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38

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875

5.75

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500

230

39.

500

7.50

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125

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938

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313

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411

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160

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063

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96.

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14.4

690.

125

14.1

255.

813

5.31

315

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08

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125

6.75

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750

355

615

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12.5

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500

80,

160

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32.

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9.00

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7.75

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750

600

818

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160

0.31

32.

813

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375

17.6

250.

250

16.0

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8.62

522

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0012

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8.75

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1265

1021

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18.5

0014

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160

0.31

33.

063

8.43

89.

375

18.0

630.

250

17.3

759.

000

10.0

6325

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13.1

2516

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9.25

00.

750

1800

1224

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21.0

0016

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160

0.31

33.

438

9.40

69.

781

19.4

380.

250

18.8

7510

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11.7

5027

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000.

750

2260

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160

0.43

84.

063

10.5

6310

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21.3

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250

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12.6

2532

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17.5

6320

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000.

750

2495




1in.

L

B

M

NOP

I

AC

D

GJ

H

E

F

1in.

1in.

Min

imum

cle

aran

ce r

equi

red

for

plat

e ch

angi

ng







Flange thickness

including face










Centerline to top


Number and diameter

of studs per flange




Siz

eA

BC

DE

FG

HI

JL

MN

OP

AN

SI

1500

– f

lang

e x

flan

ge

– st

and

ard

rai

sed

fac

e

28.

500

6.50

03.

625

80,

160,

XX

0.25

01.

750

7.00

07.

000

14.0

000.

125

12.8

755.

750

4.50

013

.750

9.56

38

– 0.

875

5.75

00.

500

230

310

.500

8.00

05.

000

80,

160,

XX

0.25

02.

125

7.68

88.

188

16.0

000.

125

13.7

505.

625

5.62

515

.000

6.06

38

– 1.

125

7.00

00.

500

325

412

.250

9.50

06.

188

160,

XX

0.25

02.

375

7.87

58.

375

16.3

750.

125

14.1

256.

500

6.12

516

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7.00

08

– 1.

250

7.75

00.

750

520

615

.500

12.5

008.

500

80,

120,

160,

XX

0.25

03.

500

10.1

8810

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21.0

630.

125

16.0

007.

750

7.75

019

.125

9.00

012

– 1

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10.2

500.

750

875

819

.000

15.5

0010

.625

80,

120,

XX,

160

0.25

03.

875

11.1

5611

.719

23.1

250.

250

17.2

509.

750

9.50

022

.125

11.0

0012

– 1

.625

11.5

000.

750

1500

1023

.000

19.0

0012

.750

140,

160

0.25

04.

500

12.3

1312

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24.8

750.

250

18.3

7511

.000

11.5

0026

.000

13.1

2512

– 1

.875

13.2

500.

750

2180

1226

.500

22.5

0015

.000

160

0.25

05.

125

13.3

1313

.313

26.8

750.

250

20.2

5012

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13.2

5028

.250

15.0

0016

– 2

.000

4.75

00.

750

3470

AN

SI

1500

– f

lang

e x

flan

ge

– ri

ng

typ

e jo

int

28.

500

6.50

04.

875

80,

160,

XX

0.31

31.

813

7.00

07.

000

14.1

250.

125

12.8

755.

750

4.50

013

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9.56

38

– 0.

875

5.75

00.

500

230

310

.500

8.00

06.

625

80,

160,

XX

0.31

32.

188

7.68

88.

188

16.1

250.

125

13.7

505.

625

5.62

515

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6.06

38

– 1.

125

7.00

00.

500

325

412

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9.50

07.

625

160,

XX

0.31

32.

438

7.87

58.

375

16.5

000.

125

14.1

256.

500

6.12

516

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7.00

08

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250

7.75

00.

750

520

615

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12.5

009.

750

80,

120,

160,

XX

0.37

53.

625

10.3

1310

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21.3

130.

125

15.5

007.

750

8.00

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9.00

012

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10.5

000.

750

875

819

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15.5

0012

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80,

120,

XX,

160

0.43

84.

063

11.3

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509.

750

9.50

022

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0012

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11.7

500.

750

1500

1023

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19.0

0014

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140,

160

0.43

84.

688

12.5

0012

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25.2

500.

250

18.3

7511

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11.5

0026

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13.1

2512

– 1

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13.5

000.

750

2180

1226

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22.5

0017

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160

0.56

35.

438

13.6

2513

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27.5

000.

250

20.2

5012

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13.2

5027

.813

15.0

0016

– 2

.000

15.2

500.

750

3470




J

DC

A

F

E

I

HG

1 in

.1

in.

LL

1 in

.

B

NOPM

inim

um c

lear

ance

req

uire

d fo

r p

late

cha

ngin

g







Flange thickness

including face









Centerline to top


Number and diameter

of studs per flange




Siz

eA

BC

DE

FG

HI

JL

NO

P

AN

SI

2500

– f

lang

e x

flan

ge

– st

and

ard

rai

sed

fac

e

29.

250

6.75

03.

620

160,

XXS

0.25

02.

370

8.62

58.

625

17.3

750.

125

12.2

505.

375

13.3

755.

563

8 –

1.00

07.

000

0.50

026

0

312

.000

9.00

05.

000

160,

XXS

0.25

02.

875

9.56

39.

563

19.2

500.

125

14.2

506.

000

14.8

756.

063

8 –

1.25

08.

750

0.50

045

0

414

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10.7

506.

190

160,

XXS

0.25

03.

370

10.5

0010

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21.1

250.

125

14.1

257.

000

16.1

257.

000

8 –

1.50

010

.000

0.75

064

0

619

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14.5

008.

500

160,

XXS

0.25

04.

620

12.5

0012

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25.1

250.

125

16.5

009.

500

19.1

259.

000

8 –

2.00

013

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0.75

013

80

821

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17.2

5010

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160,

XXS

0.25

05.

250

19.5

6319

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39.3

750.

250

18.0

0010

.875

22.5

5111

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12 –

2.0

0015

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0.75

022

80

1026

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21.2

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160,

XXS

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06.

750

22.6

2522

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45.5

000.

250

19.8

1313

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26.2

5013

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2.5

0019

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0.75

038

80

1230

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24.3

7515

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160,

XXS

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07.

500

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7523

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47.0

000.

250

22.7

5015

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27.5

4815

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12 –

2.7

5021

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0.75

058

60

AN

SI

2500

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lang

e x

flan

ge

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ng

typ

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int

29.

250

6.75

05.

250

160,

XXS

0.31

32.

433

8.68

88.

688

17.5

000.

125

12.2

505.

375

13.3

755.

563

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1.00

07.

250

0.50

026

0

312

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9.00

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625

160,

XXS

0.37

53.

000

9.68

89.

688

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125

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506.

000

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756.

063

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1.25

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000

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0

414

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10.7

508.

000

160,

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0.43

83.

558

10.6

8810

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000

16.1

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0

619

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250.

125

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500

19.1

259.

000

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0.75

013

80

821

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160,

XXS

0.56

35.

563

19.8

7519

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18.0

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22.5

5111

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12 –

2.0

0015

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0.75

022

80

1026

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21.2

5016

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160,

XXS

0.68

87.

188

23.0

6323

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46.3

750.

250

19.8

1313

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26.2

5013

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12 –

2.5

0020

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0.75

038

80

1230

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24.3

7519

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160,

XXS

0.68

87.

938

23.8

1323

.813

47.8

750.

250

22.7

5015

.000

27.5

4815

.000

12 –

2.7

5022

.000

0.75

058

60



Line size 16 in. flangeneck design (weldneck upstream, flange downstream)

I

DC

A

GH

J

E

F

K

37.5

°±2

.5°

1in.

1in.

P

O

1

in.

N

LL

B

Min

imum

cle

aran

ce r

equi

red

for

plat

e ch

angi

ng

















Centerline to top


Number and diameter

of studs per flange




Siz

eA

BC

DE

FG

HI

JK

LN

OP

AN

SI

150

– fl

ang

enec

k –

stan

dar

d r

aise

d f

ace

1623

.500

21.2

5018

.500

400.

063

1.43

810

.813

11.3

1322

.500

0.37

516

.000

23.2

5013

.500

35.3

7519

.500

16 –

1.0

005.

250

0.75

019

65

AN

SI

300

– fl

ang

enec

k –

stan

dar

d r

aise

d f

ace

1625

.500

22.5

0018

.500

40,

800.

063

2.25

010

.813

11.3

1322

.500

0.37

516

.000

23.2

5013

.500

35.3

7519

.500

20 –

1.2

507.

500

0.75

020

80

AN

SI

600

– fl

ang

enec

k –

stan

dar

d r

aise

d f

ace

1627

.000

23.7

5018

.500

800.

250

3.25

010

.813

11.3

1322

.500

0.37

516

.000

23.2

5013

.500

35.3

7519

.500

20 –

1.5

0010

.000

0.75

023

15

AN

SI

600

– fl

ang

enec

k –

rin

g t

ype

join

t

1627

.000

23.7

5020

.000

800.

313

3.31

310

.813

11.3

1322

.500

0.37

516

.000

23.2

5013

.500

35.3

7519

.500

20 –

1.5

0010

.000

0.75

023

15

AN

SI

900

– fl

ang

enec

k –

stan

dar

d r

aise

d f

ace

1627

.750

24.2

5018

.500

160

0.25

03.

750

10.8

1311

.313

22.5

000.

375

16.0

0023

.250

13.5

0035

.375

19.5

0020

– 1

.625

11.2

500.

750

2407

AN

SI

900

– fl

ang

enec

k –

rin

g t

ype

join

t

1627

.750

24.2

5020

.625

160

0.43

83.

938

10.8

1311

.313

22.5

000.

375

16.0

0023

.250

13.5

0035

.375

19.5

0020

– 1

.625

11.5

000.

750

2407



Line size 16 in. flange x flange (raised face / ring joint)

O

1

in.

N

LL

B

I

DC

A

GH

J

E

F

P

1in.

1in.

Min

imum

cle

aran

ce r

equi

red

for

pla

te c

hang

ing
















Centerline to top


Number and diameter

of studs per flange




Siz

eA

BC

DE

FG

HI

JL

NO

P

AN

SI

150

– fl

ang

e x

flan

ge

– st

and

ard

rai

sed

fac

e

1623

.500

21.2

5018

.500

400.

063

1.43

810

.719

11.5

3122

.625

0.37

523

.250

13.5

0035

.375

19.5

0016

– 1

.000

5.25

00.

750

2060

AN

SI

300

– fl

ang

e x

flan

ge

– st

and

ard

rai

sed

fac

e

1625

.500

22.5

0018

.500

40,

800.

063

2.25

010

.719

11.5

3122

.625

0.37

523

.250

13.5

0035

.375

19.5

0020

– 1

.250

7.50

00.

750

2300

AN

SI

600

– fl

ang

e x

flan

ge

– st

and

ard

rai

sed

fac

e

1627

.000

23.7

5018

.500

800.

250

3.25

010

.719

11.5

3122

.625

0.37

523

.250

13.5

0035

.375

19.5

0020

– 1

.500

10.0

000.

750

2680

AN

SI

600

– fl

ang

e x

flan

ge

– ri

ng

typ

e jo

int

1627

.000

23.7

5020

.000

800.

313

3.31

310

.719

11.5

3122

.625

0.37

523

.250

13.5

0035

.375

19.5

0020

– 1

.500

10.0

000.

750

2680

AN

SI

900

– fl

ang

e x

flan

ge

– st

and

ard

rai

sed

fac

e

1627

.750

24.2

5018

.500

160

0.25

03.

750

10.7

1911

.531

22.6

250.

375

23.2

5013

.500

35.3

7519

.500

20 –

1.6

2511

.250

0.75

028

67

AN

SI

900

– fl

ang

e x

flan

ge

– ri

ng

typ

e jo

int

1627

.750

24.2

5020

.625

160

0.43

83.

938

10.7

1911

.531

22.6

250.

375

23.2

5013

.500

35.3

7519

.500

20-

1.62

511

.500

0.75

028

67




L

NO

L

B

1 in

.

G

I

D

E

F

CA

H

J

K

37.5

°±2

.5°

1in.

1in.

PM

inim

um c

lear

ance

req

uire

d fo

r p

late

cha

ngin

g

















Centerline to top


Number and diameter

of studs per flange




Siz

eA

BC

DE

FG

HI

JK

LN

OP

AN

SI

150

– fl

ang

enec

k –

stan

dar

d r

aise

d f

ace

1825

.000

22.7

5021

.000

20,

30,

40,

60,

80

0.06

31.

560

12.6

8813

.438

26.5

000.

375

18.0

0025

.250

16.2

5054

.125

23.5

0016

– 1

.125

6.00

01.

000

2679

2027

.500

25.0

0023

.000

20,

30,

40,

60,

80

0.06

31.

688

12.6

8813

.438

26.5

000.

375

20.0

0025

.250

16.2

5054

.125

23.5

0020

– 1

.125

6.50

01.

000

2711

2432

.000

29.5

0027

.250

20,

XS

,

30,

40

0.06

31.

875

13.2

5013

.250

26.8

750.

375

24.0

0028

.063

18.5

0060

.875

27.5

0020

– 1

.250

7.00

01.

000

4073

2634

.250

31.7

5029

.500

Min

. W.T

. – .2

190.

063

2.68

815

.313

15.3

1331

.000

0.37

526

.000

36.5

0020

.000

65.6

2531

.000

24 –

1.2

507.

000

1.00

068

46

3038

.750

36.0

0033

.750

Cus

tom

er

spec

ifica

tion

0.06

32.

938

17.2

5017

.250

35.0

000.

500

30.0

0040

.000

27.0

0071

.500

35.0

0028

– 1

.250

7.25

01.

000

1475

0

AN

SI

300

– fl

ang

enec

k –

stan

dar

d r

aise

d f

ace

1828

.000

24.7

5021

.000

30,

40,

60,

800.

063

2.37

512

.688

13.4

3826

.500

0.37

518

.000

25.2

5016

.250

54.1

2523

.500

24 –

1.2

507.

750

1.00

029

88

2030

.500

27.0

0023

.000

30,

40,

60,

800.

063

2.50

012

.688

13.4

3826

.500

0.37

520

.000

25.2

5016

.250

54.1

2523

.500

24 –

1.2

508.

250

1.00

030

51

2436

.000

32.0

0027

.250

40,

60,

800.

063

2.75

013

.250

13.2

5026

.875

0.37

524

.000

28.0

6318

.500

60.8

7527

.500

24 –

1.5

009.

250

1.00

046

33

2638

.250

34.5

0029

.500

Min

. W.T

. – .7

500.

063

3.12

515

.313

15.3

1331

.000

0.37

526

.000

36.5

0020

.000

65.6

2531

.000

28 –

1.6

2510

.000

1.00

074

54

3043

.000

39.2

5033

.750

Cus

tom

er

spec

ifica

tion

0.06

33.

625

17.2

5017

.250

35.0

000.

500

30.0

0040

.000

27.0

0071

.500

35.0

0028

– 1

.750

11.2

501.

000

1550

0



L

NO

L

B

1 in

.

G

I

D

E

F

CA

H

J

K

37.5

°±2

.5°

1in.

1in.

PM

inim

um c

lear

ance

req

uire

d fo

r p

late

cha

ngin

g

















Centerline to top


Number and diameter

of studs per flange




Siz

eA

BC

DE

FG

HI

JK

LN

OP

AN

SI

600

– fl

ang

enec

k –

stan

dar

d r

aise

d f

ace

1829

.250

25.7

5021

.000

80,

100,

120

0.25

03.

250

12.6

8813

.438

26.5

000.

375

18.0

0025

.250

16.2

5054

.125

23.5

0020

– 1

.625

10.7

501.

000

3380

2032

.000

28.5

0023

.000

80,

100,

120

0.25

03.

750

12.6

8813

.438

26.5

000.

375

20.0

0025

.250

16.2

5054

.125

23.5

0024

– 1

.625

11.7

501.

000

3625

2437

.000

33.0

0027

.250

80,

100,

120

0.25

04.

250

13.2

5013

.250

26.8

750.

375

24.0

0028

.063

18.5

0060

.875

27.5

0024

– 1

.875

13.2

501.

000

5405

2640

.000

36.0

0029

.500

Min

. W

.T.

–

1.07

4

0.25

04.

500

15.3

1315

.313

31.0

000.

375

26.0

0036

.500

20.0

0065

.625

31.0

0028

– 1

.875

13.7

501.

000

8146

3044

.500

40.2

5033

.750

Cus

tom

er

spec

ifica

tion

0.25

04.

750

17.2

5017

.250

35.0

000.

500

30.0

0040

.000

27.0

0071

.500

35.0

0028

– 2

.000

14.5

001.

000

1650

0

AN

SI

600

– fl

ang

enec

k –

rin

g t

ype

join

t

1829

.250

25.7

5022

.625

80,

100,

120

0.31

33.

313

12.6

8813

.438

26.5

000.

375

18.0

0025

.250

16.2

5054

.125

23.5

0020

– 1

.625

10.7

501.

000

3380

2032

.000

28.5

0025

.000

80,

100,

120

0.37

53.

875

12.6

8813

.438

26.5

000.

375

20.0

0025

.250

16.2

5054

.125

23.5

0024

– 1

.625

11.7

501.

000

3625

2437

.000

33.0

0029

.500

80,

100,

120

0.43

84.

438

13.2

5013

.250

26.8

750.

375

24.0

0028

.063

18.5

0060

.875

27.5

0024

– 1

.875

13.2

501.

000

5405

2640

.000

36.0

0031

.875

Min

. W

.T.

–

1.07

4

0.50

04.

750

15.3

1315

.313

31.0

000.

375

26.0

0036

.500

20.0

0065

.625

31.0

0028

– 1

.875

13.7

501.

000

8146

3044

.500

40.2

5036

.125

Cus

tom

er

spec

ifica

tion

0.50

05.

000

17.2

5017

.250

35.0

000.

500

30.0

0040

.000

27.0

0071

.500

35.0

0028

– 2

.000

14.5

001.

000

1650

0




G

I

D

E

F

CA

HJ

L

NOP

L

B

1 in

.

1 in

.1

in.

Min

imum

cle

aran

ce r

equi

red

for

pla

te c

hang

ing
















Centerline to top


Number and diameter

of studs per flange




Siz

eA

BC

DE

FG

HI

JL

NO

P

AN

SI

150

– fl

ang

e x

flan

ge

– st

and

ard

rai

sed

fac

e

1825

.000

22.7

5021

.000

20,

30,

40,

60,

800.

063

1.56

012

.688

13.4

3826

.500

0.37

525

.250

16.2

5054

.125

23.5

0016

– 1

.125

6.00

01.

000

2679

2027

.500

25.0

0023

.000

20,

30,

40,

60,

800.

063

1.68

812

.688

13.4

3826

.500

0.37

525

.250

16.2

5054

.125

23.5

0020

– 1

.125

6.50

01.

000

2866

2432

.000

29.5

0027

.250

20,

XS

, 30

, 40

0.06

31.

875

13.2

5013

.250

26.8

750.

375

28.0

6318

.500

60.8

7527

.500

20 –

1.2

507.

000

1.00

042

83

2634

.250

31.7

5029

.500

Cus

tom

er

spec

ifica

tion

0.06

32.

688

15.3

1315

.313

31.0

000.

375

36.5

0020

.000

65.6

2531

.000

24 –

1.2

507.

000

1.00

070

94

3038

.750

36.0

0033

.750

Cus

tom

er

spec

ifica

tion

0.06

32.

938

17.2

5017

.250

35.0

000.

500

40.0

0027

.000

71.5

0035

.000

56 –

1.2

507.

250

1.00

015

000

AN

SI

300

– fl

ang

e x

flan

ge

– st

and

ard

rai

sed

fac

e

1828

.000

24.7

5021

.000

30,

40,

60,

800.

063

2.37

512

.688

13.4

3826

.500

0.37

525

.250

16.2

5054

.125

23.5

0024

– 1

.250

7.75

01.

000

2988

2030

.500

27.0

0023

.000

30,

40,

60,

800.

063

2.50

012

.688

13.4

3826

.500

0.37

525

.250

16.2

5054

.125

23.5

0024

– 1

.250

8.25

01.

000

3376

2436

.000

32.0

0027

.250

40,

60,

800.

063

2.75

013

.250

13.2

5026

.875

0.37

528

.063

18.5

0060

.875

27.5

0024

– 1

.500

9.25

01.

000

5123

2638

.250

34.5

0029

.500

Cus

tom

er

spec

ifica

tion

0.06

33.

125

15.3

1315

.313

31.0

000.

375

36.5

0020

.000

65.6

2531

.000

28 –

1.6

2510

.000

1.00

080

06

3043

.000

39.2

5033

.750

Cus

tom

er

spec

ifica

tion

0.06

33.

625

17.2

5017

.250

35.0

000.

500

40.0

0027

.000

71.5

0035

.000

56 –

1.7

5011

.250

1.00

016

500



G

I

D

E

F

CA

HJ

L

NOP

L

B

1 in

.

1 in

.1

in.

Min

imum

cle

aran

ce r

equi

red

for

pla

te c

hang

ing


Ack

now

ledg

emen

ts

Gra

yloc

is a

reg

iste

red

trad

emar

k of

Gra

yloc

Pro

duct

s LL

C















Centerline to top


Number and diameter

of studs per flange




Siz

eA

BC

DE

FG

HI

JL

NO

P

AN

SI

600

– fl

ang

e x

flan

ge

– st

and

ard

rai

sed

fac

e

1829

.250

25.7

5021

.000

80,

100,

120

0.25

03.

250

10.8

1311

.313

22.5

000.

375

25.2

5016

.250

54.1

2523

.500

20 –

1.6

2510

.750

1.00

039

92

2032

.000

28.5

0023

.000

80,

100,

120

0.25

03.

750

10.8

1311

.313

26.5

000.

375

25.2

5016

.250

54.1

2523

.500

24 –

1.6

2511

.750

1.00

042

37

2437

.000

33.0

0027

.250

80,

100,

120

0.25

04.

250

13.2

5013

.250

26.8

750.

375

28.0

6318

.500

60.8

7527

.500

24 –

1.8

7513

.250

1.00

062

81

2640

.000

36.0

0029

.500

Cus

tom

er

spec

ifica

tion

0.25

04.

500

15.3

1315

.313

31.0

000.

375

36.5

0020

.000

65.6

2531

.000

28 –

1.8

7513

.750

1.00

090

44

3044

.500

40.2

5033

.750

Cus

tom

er

spec

ifica

tion

0.25

04.

750

17.2

5017

.250

35.0

000.

500

40.0

0027

.000

71.5

0035

.000

56 –

2.0

0014

.500

1.00

017

500

AN

SI

600

– fl

ang

e x

flan

ge

– ri

ng

typ

e jo

int

1829

.250

25.7

5022

.625

80,

100,

120

0.31

33.

313

12.6

8813

.438

26.5

000.

375

25.2

5016

.250

54.1

2523

.500

20 –

1.6

2510

.750

1.00

039

92

2032

.000

28.5

0025

.000

80,

100,

120

0.37

53.

875

12.6

8813

.438

26.5

000.

375

25.2

5016

.250

54.1

2523

.500

24 –

1.6

2511

.750

1.00

044

17

2437

.000

33.0

0029

.500

80,

100,

120

0.43

84.

438

13.2

5013

.250

26.8

750.

375

28.0

6318

.500

60.8

7527

.500

48 –

1.8

7513

.500

1.00

068

85

2640

.000

36.0

0031

.875

Cus

tom

er

spec

ifica

tion

0.50

04.

750

15.3

1315

.313

31.0

000.

375

36.5

0020

.000

65.6

2531

.000

56 –

1.8

7513

.750

1.00

095

96

3044

.500

40.2

5036

.125

Cus

tom

er

spec

ifica

tion

0.50

05.

000

17.2

5017

.250

35.0

000.

500

40.0

0027

.000

71.5

0035

.000

56 –

2.0

0014

.500

1.00

018

500

Contact us

DS

/FP

D21

2–EN

Rev

. B06

.201

5ABB LimitedProcess AutomationOldends LaneStonehouseGloucestershire GL10 3TAUKTel: +44 (0)1453 826661Fax: +44 (0)1453 829671

ABB Inc.Process Automation125 E. County Line RoadWarminsterPA 18974USATel: +1 215 674 6000Fax: +1 215 674 7183

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FPD212 Dual-chamber orifice fitting - ABB · PDF fileFPD212 Dual-chamber orifice fitting 4...

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Transcript of FPD212 Dual-chamber orifice fitting - ABB · PDF fileFPD212 Dual-chamber orifice fitting 4...