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Job/Owner

System No.

Location

Contractor

Submitted By

Date

Engineer

Spec Section

Paragraph

Approved

Date

Roust-A-BoutCouplings

Style 99 14.02

1

victaulic.com| Couplings| Carbon Steel Pipe| Style 99| Publication 14.02

14.02 1671 Rev. K Updated 1/2014 2014 Victaulic Company. All rights reserved.

11/2 12" SIZES

WARNING

Style 99 Roust-A-Bout couplings must be

assembled with nuts tightened to full torque

specifications.

14 18" SIZES

Exaggerated for clarity Exaggerated for clarity

11/2 18" SIZES 1"; 76.1 & 139.7 MM SIZES

Product Description:

Style 99 Roust-A-Bout couplings are designed with heavy

housings and grips to provide a strong component for

joining plain and beveled end, including Schedule 80steel pipe and Victaulic plain end fittings. Roust-A-Bout

couplings are not designed for use on plastic pipe, pipe

with brittle linings, cast or ductile iron pipe nor any pipe

with a surface hardness greater than 150 Brinell.

Pipe is secured together by heavy jaws, which are set into

the housing. All sizes are supplied with painted housings

and plated nuts and bolts. Galvanized housings are

available.

Approvals/Listings:

See Victaulic Publication 10.10for more details.
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Material Specifications:

Housing: Ductile iron conforming to ASTM A-536, grade

65-45-12. Ductile iron conforming to ASTM A-395,

grade 65-45-15, is available upon special request.

Housing Coating: Orange enamel.

Optional:Hot dipped galvanized and others.

Jaws: Carbon steel, case hardened, electroplated, except

sizes 1"; 76.1 mm and 139.7 mm, which utilize stainless

steel, Type 416, hardened.

Gaskets: (specify choice)

Grade E EPDM: EPDM (Green color code).

Temperature range 30F to +230F/34C to +110C.

Recommended for cold and hot water service within

the specified temperature range plus a variety of dilute

acids, oil-free air and many chemical services. UL

classified in accordance with ANSI/NSF 61 for cold

+86F/+30C and hot +180F/+82C potable water

service. NOT RECOMMENDED FOR PETROLEUM

SERVICES.

Grade T nitrile: Nitrile (Orange color code).

Temperature range 20F to +180F/29C to +82C.

Recommended for petroleum products, air with oil

vapors, vegetable and mineral oils within the specified

temperature range. Not recommended for hot water

services over +150F/+66C or for hot dry air over

+140F/+60C.

* Services listed are General Service Recommendations only. It should be

noted that there are services for which these gaskets are not recommended.

Reference should always be made to the latest Victaulic Gasket Selection

Guide (05.01) for specific gasket service recommendations and for a listing of

services which are not recommended.

Bolts/Nuts/Washers: Heat-treated plated carbon

steel, trackhead meeting the physical and chemical

requirements of ASTM A-449 and physical requirements

of ASTM A-183. The 6"/150 mm and larger sizes are

supplied with hardened steel washers meeting ASTM

F-436 Type 1 (Hot dipped galvanized steel).
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Dimensions:

1 6"/25 150 mm SIZES 8 12"/200 300 mm SIZES

Y Z

X

Y Z

X

ZY

X

14 18"/350 450 mm SIZES

NominalSize

ActualOutsideDiameter

MaxWorkPress.

Max.EndLoad

RequiredBolt

Torque

3

Bolt/NutNo. Size

DimensionsInchesmm

Aprx.Weight

Inchesmm

Inchesmm

psikPa

Lbs N

Lb Ft Nm Inches X Y Z

Lbskg

1 1.315 600 800 352 x 2

2.63 4.25 2.25 1.7

25 33.7 4130 3560 47.5 67 108 57 0.81 1.900 750 2100 60

2 x 2 3.25 5.50 2.88 3.6

40 48.3 5175 9345 81.4 83 140 73 1.6

2 2.375 750 3300 1502 x 3

3.75 6.75 3.38 5.350 60.3 5175 14685 203.4 95 171 86 2.4

2 2.875 600 3890 1502 x 3

4.25 7.13 3.38 5.765 73.0 4130 17310 203.4 108 181 86 2.5

76.1 mm 3.000 400 2825 95

2 x 2 4.75 6.25 2.75 4.4

76.1 2700 12500 128.8 121 159 70 2.0

3 3.500 600 5770 2002 x 4

5.00 8.50 3.38 8.780 88.9 4130 25676 271.2 127 216 86 3.9

3 4.000 500 6280 2002 x 4

5.50 9.25 3.63 10.690 101.6 3450 27946 271.2 140 235 92 4.8

4 4.500 450 7155 2002 x 4

6.13 10.00 4.00 12.8100 114.3 3100 31840 271.2 156 254 102 5.8

139.7 mm 5.500 250 5940 160 2 x 5 7.88 10.75 3.25 9.0139.7 1700 26440 217.0 200 260 83 4.1

5 5.563 350 8500 2502 x 5

7.25 11.38 4.38 17.3125 141.3 2400 37825 339.0 184 289 111 7.8

6 6.625 300 10340 2502 1 x 6 4

8.50 13.38 4.38 23.2150 168.3 2065 46013 339.0 216 340 111 10.5

165.1 mm 6.500 300 9955 250

2 1 x 6 4 8.38 13.25 4.38 22.2

165.1 2065 44300 339.0 213 337 111 10.1

8 8.625 250 14600 2504 x 5 4

10.88 14.38 5.00 37.2200 219.1 1700 64970 339.0 276 365 127 16.9

10 10.750 250 22700 3004 x 5 4

13.38 16.38 5.00 48.2250 273.0 1700 101015 406.8 340 416 127 21.9

12 12.750 250 31900 3504 1 x 6 4

15.50 19.63 5.13 60.0300 323.9 1700 141955 474.6 394 499 130 27.2

14 14.000 200 30800 3508 1 x 6 4

16.75 20.75 5.38 89.0350 355.6 1400 137060 474.6 425 527 137 40.4

16 16.000 150 30200 3508 1 x 6 4

19.00 22.63 5.38 105.0400 406.4 1000 134390 474.6 483 575 137 47.6

18 18.000 150 38200 3508 1 x 6 4

21.00 23.50 5.38 125.0450 457.0 1000 169990 474.6 533 597 137 56.7

1Working Pressure and End Load are total, from all internal and external loads, based on coupling properly assembled, with bolts fully torqued to listed

specifications, on plain end or beveled end standard weight (ANSI) steel pipe and Victaulic plain end fittings. Couplings are designed to be used with plain end

pipe and Victaulic plain end fittings only.

2Bolt torque ratings shown must be applied at installation.

3Metric thread size bolts (plated) are available (color coded) for all coupling sizes upon request. Contact Victaulic for details.

WARNING: Depressurize and drain the piping system before attempting to install, remove, or adjust any Victaulic piping products.

4Supplied with flat washers.

WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 1 times the figures shown.

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victaulic.com

Pressure Ratings and End Loads Carbon Steel Pipe

1 2 3 4 5 6

NominalSize

ActualOutside Diameter

Pipe WallThickness

ReqdBolt Torque

Maximum

Joint WorkingPressure

Permiss.End Load

inchesmm

inchesmm

inchesmm Schedule Number

Lb.Ft.N m

PSIkPa

LbsN

125

1.31533.7

0.179 80

3548

4.55

0.133 40 600 8003.38 4130 3560

0.109 10 600 8002.77 4130 3560

0.065 5 400 5501.65 2750 2450

11/240

1.90048.3

0.200 80

6081

750 21005.08 5175 9345

0.145 40 750 21003.68 5175 9345

0.109 10 600 17002.77 4130 7565

0.065 5 400 11001.65 2750 4895

250

2.37560.3

0.218 80

150203

750 33005.54 5175 14685

0.154 40 750 33003.91 5175 14685

0.109 10 400 18002.77 2750 8010

0.065 5 200 9001.65 1375 4005

21/265

2.87573.0

0.276 80

150203

600 38907.01 4130 17310

0.203 40 600 38905.16 4130 17310

0.120 10 300 19003.05 2065 8455

0.083 5 150 10002.11 1035 4450

380

3.50088.9

0.300 80

200271

600 57707.62 4130 25675

0.216 40 600 57705.49 4130 25675

0.120 10 225 21603.05 1550 9610

0.083 5 125 12002.11 860 5340

Table continued over.

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1 2 3 4 5 6

NominalSize


Pipe WallThickness

ReqdBolt Torque

Maximum


Permiss.End Load

inchesmm

inchesmm


Lb.Ft.N m

PSIkPa

LbsN

31/290

4.000101.6

0.318 80

200271

500 62808.08 3450 27945

0.226 40 500 62805.74 3450 27945

0.120 10 200 25003.05 1375 11125

0.083 5 100 12502.11 690 5565

4100

4.500114.3

0.337 80

200271

450 71558.56 3100 31840

0.237 40 450 71556.02 3100 31840

0.120 10 175 28003.05 1200 12460

0.083 5 60 9502.11 415 4230

5125

5.563141.3

0.375 80

250339

350 85009.53 2410 37825

0.258 40 350 85006.55 2410 37825

0.134 10 150 36003.40 1035 16020

0.109 5 75 18002.77 515 8010

6150

6.625168.3

0.432 80

250339

300 1034010.97 2065 46015

0.280 40 300 103407.11 2065 46015

0.134 10 100 35003.40 690 15575

0.109 5 75 26002.77 515 11570

165.1 mm 6.500

165.1

0.250

250339

300 99556.35 2065 44300

0.200 175 60005.08 1200 26700

0.150 100 35003.81 690 15575

8200

8.625219.1

0.322 40

250339

250 146008.18 1725 64970

0.277 30 200 117007.04 1375 52065

0.148

10

100 6000

3.76 690 26700

0.109 5 50 30002.77 345 13350


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1 2 3 4 5 6

NominalSize


Pipe WallThickness

ReqdBolt Torque

Maximum


Permiss.End Load

inchesmm

inchesmm


Lb.Ft.N m

PSIkPa

LbsN

10250

10.750273.0

0.365 40

300407

250 227009.27 1725 101015

0.307 30 175 159007.80 1200 70755

0.165 10 75 68004.19 515 30260

0.134 5 50 45003.40 345 20025

12300

12.750323.9

0.375 STD

350475

250 319009.53 1725 141955

0.330 30 150 191008.38 1035 84995

0.180 10 100 127004.57 690 56515

0.165 5 75 95004.19 515 42275

14350

14.000355.6

0.375 STD 350

475200 30800

9.53 1375 137060

16400

16.000406.4

0.375 STD 350

475150 30200

9.53 1035 134390

COLUMN 1: Victaulic couplings are identified by nominal pipe size.

COLUMN 2: Nominal pipe wall thickness.

COLUMN 3: Pipe wall thickness schedule as established in ANSI Standard B36, 10-70.

COLUMN 4: Bolt torque required for installing Victaulic plain end couplings to achieve pressure ratings listed in Column 5 and Permissible Maximum End Loads

listed in Column 6.

TORQUE RATINGS MUST BE APPLIED AT INSTALLATION.

COLUMN 5: Maximum line pressure, including surge, to which a joint should be subjected, based on couplings assembled to full torque specifications on plain end

or beveled end standard weight steel pipe and/or Victaulic plain end fittings. Working pressure ratings are based on pipe prepared in accordance with Victaulic

specifications.

COLUMN 6: Maximum end load from all internal and/or external forces to which the joint should be subjected based on couplings assembled to full torque

specifications.

NOTE: Roust-A-Bout couplings, when sufficiently pressurized, will allow pipe to separate slightly as grips set into pipe. For properly assembled and torqued

couplings, this separation should not exceed 1/4''/6.4 mm. This should be considered for installations in tightly confined areas. Style 99 couplings are not designed

to provide linear or angular movement.

ROUST-A-BOUT STYLE 99 COUPLINGS ARE DESIGNED FOR USE WITH PLAIN END OR BEVELED END PIPE AND VICTAULIC PLAIN END FITTINGS ONLY.


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Pressure Ratings and End Loads Stainless Steel Pipe

1 2 3 4 5 6

NominalSize


Pipe WallThickness

ReqdBolt Torque

Maximum


Permiss.End Load

inchesmm

inchesmm


Lb.Ft.N m

PSIkPa

LbsN

133.4

1.31533.7

0.133 40 35 600 8003.38 48 4130 3560

0.109 10 35 400 5502.77 48 2750 2450

0.065 5 35 250 3501.65 48 1725 1555

11/248.3

1.90048.3

0.145 40 60 500 1.4003.56 81 3450 6230

0.109 10 60 400 1.1002.77 81 2750 4895

0.065 5 N/R N/R N/R1.65

260.3

2.37560.3

0.154 40 150 500 2.2003.91 203 3450 9790

0.109 10 150 400 1.8002.77 203 2750 8010

0.065 5 N/R N/R N/R1.65

21/273.0

2.87573.0

0.203 40 150 400 2.5005.16 203 2750 11125

0.120 10 150 250 1.5005.16 203 1725 6675

0.083 5 N/R N/R N/R2.11

388.9

3.50088.9

0.216 40 200 400 3.8005.49 271 2750 16910

0.120 10 200 200 1.9003.05 271 1375 8455

0.083 5 N/R N/R N/R2.11

31/2101.6

4.000101.6

0.226 40 200 300 3.7005.74 271 2065 16465

0.120 10 200 150 1.9003.05 271 1035 8455

0.083 5 N/R N/R N/R2.11

4114.3

4.500114.3

0.237 40 200 250 3.9006.02 271 1725 17355

0.120 10 200 80 1.3003.05 271 550 5785

0.083 5 N/R N/R N/R2.11

5141.3

5.563141.3

0.258

40

250 200 4.800

6.55 339 1375 21360

0.134 10 250 75 1.8003.40 339 510 8010

0.109 5 N/R N/R N/R2.77


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Pressure Ratings and End Loads Stainless Steel Pipe

1 2 3 4 5 6

NominalSize


Pipe WallThickness

ReqdBolt Torque

Maximum


Permiss.End Load

inchesmm

inchesmm


Lb.Ft.N m

PSIkPa

LbsN

6168.3

6.625168.3

0.280 40 250 200 6.8007.11 339 1375 30260

0.134 10 250 75 2.6003.40 339 515 11570

0.109 5 N/R N/R N/R2.77

165.1 mm 6.500

165.1

0.280 40 250 200 6.8007.11 339 1375 30260

0.134 10 250 75 2.6003.40 339 515 11570

0.109 5 N/R N/R N/R2.77

8219.1

8.625219.1

0.322 40 250 200 11.0008.18 339 1375 48950

0.148 10 250 75 4.4003.76 339 515 19580

0.109 5 250 25 1.4602.77 339 170 6495

10273.0

10.750273.0

0.365 40 300 100 9.0009.27 407 690 40050

0.165 10 300 50 4.5004.19 407 345 20025

0.134 5 300 25 2.2503.40 407 170 10010

12323.9

12.750323.9

0.406 40 350 100 12.75010.31 475 690 56735

0.180 10 350 50 6.4004.67 475 345 28480

0.156 5 350 25 3.2003.96 475 170 14240

NR = Not recommended

+ Contact Victaulic for details.





listed in Column 6.


COLUMN 5: Maximum line pressure, including surge, to which a joint should be subjected, based on couplings assembled tofull torque specificationson plain

end or beveled end standard weight steel pipe and/or Victaulic plain end fittings. Working pressure ratings are based on pipe prepared in accordance with Victaulicspecifications.


specifications.

NOTE:Roust-A-Bout couplings, when sufficiently pressurized, will allow pipe to separate slightly as grips set into pipe. For properly assembled and torqued

couplings, this separation should not exceed ''/6.4 mm). This should be considered for installations in tightly confined areas. Style 99 couplings are not designed to

provide linear or angular movement.

ROUST-A-BOUT STYLE 99 COUPLINGS ARE DESIGNED FOR USE WITH PLAIN END OR BEVELED END PIPE AND VICTAULIC PLAIN END FITTINGS ONLY.


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Pressure Ratings and End Loads Aluminum Pipe*

1 2 3 4 5 6

NominalSize


Pipe WallThickness

ReqdBolt Torque

Maximum


Permiss.End Load

inchesmm

inchesmm


Lb.Ft.N m

PSIkPa

LbsN

125

1.31533.7

0.179 80 N/R N/R N/R4.55

0.133 40 35 600 8003.38 48 4130 3560

0.109 10 35 300 4002.77 48 2065 1780

0.065 5 35 100 1351.65 48 690 601

11/240

1.90048.3

0.200 80 60 500 14005.08 81 3450 6230

0.145 40 60 400 11003.56 81 2760 4895

0.109 10 60 300 8252.77 81 2065 3671

0.065 5 N/R N/R N/R1.65

250

2.37560.3

0.218 80 150 400 18005.54 203 2760 8010

0.154 40 150 300 13003.91 203 2065 5785

0.109 10 150 200 9002.77 203 1380 4005

0.065 5 N/R N/R N/R1.65

21/265

2.87573.0

0.276 80 150 350 22007.01 203 2415 9790

0.203 40 150 275 17255.16 203 1895 7676

0.120 10 150 150 10005.16 203 1035 4450

0.083 5 N/R N/R N/R2.11

380

3.50088.9

0.300 80 200 300 28807.62 271 2065 12816

0.216 40 200 200 19205.49 271 1380 8544

0.120 10 200 100 9603.05 271 690 4272

0.083 5 N/R N/R N/R2.11


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1 2 3 4 5 6

NominalSize


Pipe WallThickness

ReqdBolt Torque

Maximum


Permiss.End Load

inchesmm

inchesmm


Lb.Ft.N m

PSIkPa

LbsN

31/290

4.000101.6

0.31880

200 250 31008.08 271 1725 13795

0.22640

200 200 25005.74 271 1380 11125

0.12010

200 100 12503.05 271 690 5563

0.0835 N/R N/R N/R

2.11

4100

4.500114.3

0.33780

200 200 32008.56 271 1380 14240

0.23740

200 150 24006.02 271 1035 10680

0.120 10 200 50 8003.05 271 345 3560

0.0835 N/R N/R N/R

2.11

5125

5.563141.3

0.37580

250 150 36009.53 339 1035 16020

0.25840

250 100 24006.55 339 690 10680

0.13410

250 50 12003.40 339 345 5340

0.1095 N/R N/R N/R

2.77

6150

6.625168.3

0.43280

250 150 520010.97 339 1035 23140

0.28040

250 100 35007.11 339 690 15575

0.13410

250 50 17503.40 339 345 7788

0.1095

250 35 12252.77 339 240 5451

8200

8.625219.1

0.32240

250 150 90008.18 339 1035 40050

0.27730

250 100 60007.04 339 690 26700

0.25020

250 75 45006.35 339 515 20025

0.14810

250 50 30003.76 339 345 13350


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victaulic.com 11


InstallationReference should always be made to the I-100 Victaulic Field Installation Handbook for

the product you are installing. Handbooks are included with each shipment of Victaulic

products for complete installation and assembly data, and are available in PDF formaton our website at www.victaulic.com.

Warranty

Refer to the Warranty section of the current Price List or contact Victaulic for details.

Note

This product shall be manufactured by Victaulic or to Victaulic specifications. All productsto be installed in accordance with current Victaulic installation/assembly instructions.

Victaulic reserves the right to change product specifications, designs and standard

equipment without notice and without incurring obligations.

Trademarks

Victaulicis a registered trademark of Victaulic Company.


1 2 3 4 5 6

NominalSize


Pipe WallThickness

ReqdBolt Torque

Maximum


Permiss.End Load

inchesmm

inchesmm


Lb.Ft.N m

PSIkPa

LbsN

10250

10.750273.0

0.35640

300 100 90009.27 407 690 40050

0.30730

300 75 63007.80 407 515 28035

0.25020

300 50 45006.35 407 345 20025

0.16510

300 25 22504.19 407 172 10013

12300

12.750323.9

0.40640

300 100 1280010.31 407 690 56960

0.33030

300 75 95008.38 407 515 42275

0.250 20 300 50 60006.35 407 345 26700

0.18010

300 25 31504.67 407 172 14018

* Aluminum Pipe Alloy 6063-T6 or 6061-T6 in Schedule 80 and 40; Alloy 6063-T6 in Schedule 30, 20, 10 and 5.

NR = Not recommended





listed in Column 6.


COLUMN 5: Maximum line pressure, including surge, to which a joint should be subjected, based on couplings assembled to full torque specificationson plain

end or beveled end standard weight steel pipe and/or Victaulic plain end fittings. Working pressure ratings are based on pipe prepared in accordance with Victaulic

specifications.


specifications.

NOTE:Roust-A-Bout couplings, when sufficiently pressurized, will allow pipe to separate slightly as grips set into pipe. For properly assembled and torqued

couplings, this separation should not exceed ''/6.4 mm. This should be considered for installations in tightly confined areas. Style 99 couplings are not designed to

provide linear or angular movement.

ROUST-A-BOUT STYLE 99 COUPLINGS ARE DESIGNED FOR USE WITH PLAIN END OR BEVELED END PIPE

AND VICTAULIC PLAIN END FITTINGS ONLY.

http://c/Users/shelly/AppData/Local/Adobe/InDesign/Version%208.0/en_GB/Caches/InDesign%20ClipboardScrap1.pdfhttp://c/Users/shelly/AppData/Local/Adobe/InDesign/Version%208.0/en_GB/Caches/InDesign%20ClipboardScrap1.pdfhttp://www.victaulic.com/en/search/%3Fkeyword%3Dcouplinghttp://www.victaulic.com/en/search/%3Fkeyword%3Dstyle%2B07http://-/?-http://-/?-http://www.victaulic.com/en/search/%3Fkeyword%3Dstyle%2B07http://www.victaulic.com/en/search/%3Fkeyword%3Dcouplinghttp://c/Users/shelly/AppData/Local/Adobe/InDesign/Version%208.0/en_GB/Caches/InDesign%20ClipboardScrap1.pdfhttp://c/Users/shelly/AppData/Local/Adobe/InDesign/Version%208.0/en_GB/Caches/InDesign%20ClipboardScrap1.pdf

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