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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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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.
victaulic.com
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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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.
victaulic.com
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| Couplings| Carbon Steel Pipe| Style 99| Publication 14.02
14.02 1671 Rev. K Updated 1/2014 2014 Victaulic Company. All rights reserved.
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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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.
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
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
Table continued over.
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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.
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
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.
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| Couplings| Carbon Steel Pipe| Style 99| Publication 14.02
14.02 1671 Rev. K Updated 1/2014 2014 Victaulic Company. All rights reserved.
victaulic.com
Pressure Ratings and End Loads Stainless 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
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
Table continued over.
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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.
victaulic.com
Pressure Ratings and End Loads Stainless 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
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.
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 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.
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 ''/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.
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| Couplings| Carbon Steel Pipe| Style 99| Publication 14.02
14.02 1671 Rev. K Updated 1/2014 2014 Victaulic Company. All rights reserved.
victaulic.com
Pressure Ratings and End Loads Aluminum 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 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
Table continued over.
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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.
victaulic.com
Pressure Ratings and End Loads Aluminum 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
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
Table continued over.
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victaulic.com 11
victaulic.com| Couplings| Carbon Steel Pipe| Style 99| Publication 14.02
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.
Pressure Ratings and End Loads Aluminum 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
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
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 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.
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 ''/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.
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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