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fi/c4)..af?_...0-0/142. i 6° Stf 7r721 SEP 2 0 2017 BUILDING iDIVISION • / t lk t ! OP'1 44 ' : flail I / i 1.it ‘. ...„ 011,F.'1 /1__.......____..., i �X Z, r Boltless restrained joint systems • Multiple design options available from 3"-36" • Fast and easy installation • 350 psi pressure rating • Independently tested _ re MCWANE IRON STRONG DUCTILE mcwaneductile.corn SURE STOP®GASKET FOR TYTON®JOINT JOINT DEFLECTION CHART Size In. Rating psi Deflection Degrees 3umm.>' 350 5 , --oil 4 350 5 C x 6 350 5 8 350 5 10 350 5 PUSH-ON JOINT PIPE 12 350 5 Maximum Allowable Joint Deflection 14 350 4 16 350 4 Pipe Y-Maximum X Deflection Approximate Radius in ft.of 18 Size Joint Deflection in Inches Curve Produced by Succession 350 4 In. in Degrees 18 ft.Length of Joints 18 ft.Length 20 350 2.5 24 350 2.5 "mm."› 3 5° 19 205 SURE STOP 350®GASKETS are SURE STOP 350®GASKETS 4 5° 19 205 available in sizes 3 in.-24 in.,and are NSF 61 approved,UL listed, 6 5° 19 205 8 5° 19 205 with a rating of 350 psi they will and FM approved. meet or exceed the capabilities of 10 5° 19 205 ductile iron pipe,valves,and fittings. FM Rating:4 in.-6 in.=250 psi 12 5° 19 205 18 in.-24 in.=200 psi 14 5° 19 205 APPLICATION NOTES 16 5° 19 205 1. For ductile iron applications utilizing TYTON®pipe,vales,and fittings made to 18 5° 19 205 AWWA specifications. 20 5° 19 205 2. In cold weather assembly maintain the temperature of the gasket above 40°F. 24 5° 19 205 30 5° 19 205 3. The socket of the joint should be clean and free of debris or significant corrosion. 36 4° 15 260 4. Gasket should be properly seated in the bell socket. 5. Keep the pipe and joint in alignment during assembly.If installed out of alignment, AXIMUM DEFLECTION FOR FULL LENGTH PIPE the gasket can be pushed out of position,creating the potential for leaks or failure. 6. If deflection is wanted in the joint,deflect before fully inserting the joint. , 7. Some extension of the joint will occur when pressurized.To avoid this,the joint ;VII I , _-________-'_''_.- should be pulled out after assembly to"set"the stainless steel teeth in the inserted pipe. I 8. Once assembled,the joint can be disassembled using steel shims. , ECHANICAL JOINT PI'' 9. When cut pipe is used,the following steps are required: Maxi Allowable Joint ' action a. Ensure that the spigot end is properly beveled Pipe Y Maximum ectio• Approximate Radius in b. Mark the joint depth on the spigot so it is clear when the joint is fully inserted. Size Joint Deflection in ft.of Curve Produced by c. Ensure that the pipe meets the required dimensional tolerances. In. in Degrees 18 Succession of Joints 18 ft.Length 10. Do not reuse SURE STOP 350®GASKETS,as they may have been damaged during 6 7°-7' 27 145 any previous installation or during removal. 8 5°-21' 20 195 11. Do not use SURE STOP 350®GASKETS to conduct electricity through the pipe 10 5°-21' 20 195 joint,as they could be damaged and fail. 12 5°- 20 195 12. Do not use SURE STOP 350®GASKETS in above ground applications. 14 13.5 13. Do not use SURE STOP 350®GASKETS with thick coating on the pipe exterior. 16 °-35 13.5 28 18 3°-0' 11 340 14. If SURE STOP 350®GASKETS are used in straight casings,you must pull the pipe through the casing.Do not push the pipe. 3°_0 11 340 4 2°-23' 9 450 TABLE 1: SUITABLE PIPE DIAMETERS FOR FIELD CUTS AND RESTRAINED JOINT FIELD CUT PIPE FIELD FABRICATION When pipe is cut in the field,the cut end may be readily conditioned so that it can be used to Pipe Size Min.Pipe Max.Pipe Min.Pipe Max.Pipe make up the next joint.The outside of the cut �� �, i>) In. Diameter In. Diameter In. Circumference In. Circumference In. end should be beveled about 1/4-inch at an ,I, \ 3 3.9 4.02 12-1/4 12-5/8 angle of about 30 degrees(Figure 1).This can bert. , �, 4 4.74 4.86 14-29/32 15-9/32 quite easily done with a coarse file ora portable - s 6.84 6.96 21-1/2 21-7/8 grinder.The operation removes any sharp,rough Figure 1 8 8.99 9.11 28-1/4 28-5/8 edges which otherwise might damage the gasket. 10 11.04 11.16 34-11/16 35-1/16 12 13.14 13.26 41-9/32 41-21/32 When ductile iron pipe 14 in.and larger is to be cut in the field,the material should 14 15.22 15.35 47-13/16 48-7/32 be ordered as"GAUGED FULL LENGTH".Pipe that is"gauged full length"is specially 16 17.32 17.45 54-13/32 54-13/16 marked to avoid confusion.The ANSI/AWWA standard for ductile iron pipe requires 18 19.42 19.55 61 61-13/32 factory gauging of the spigot end.Accordingly,pipe selected for field cutting should 20 21.52 21.65 67-19/32 68 also be field gauged in the location of the cut and found to be within the tolerances 24 25.72 25.85 80-13/16 81-7/32 30 shown in Table 1.In the field,a mechanical joint gland can be used as a gauging device. 36 38.24 38.38.24 3 32.08 100-11/32120-1/8100-25/120.9/16 8 6 Above Table Based on ANSI/AW WA C151/A21.51 Guidelines for Push-On Joints. THE BACKHOE METHOD OF ASSEMBLY A backhoe may be used to assemble pipe of intermediate and larger sizes. The plain end of the pipe should be carefully guided by hand into the bell of the MCWANE mcwaneductile.com previously assembled pipe.The bucket of the backhoe may then be used to push DUCTILE the pipe until fully seated.A timber header should be used between the pipe and backhoe bucket to avoid damage to the pipe. TYTON®JOINT PIPE MECHANICAL JOINT PIPE % \\\\\\\\\\\\\\\\\\\\\\\\\\N.. i cm22m2mm22, nor A B NOMINAL LAYING LENGTH Tyton®Joint a\ N\\\\\\\\\N..\\\.LNN. \\\ ///�iiiiiiiiiiiii. ,iii /hili... Pipe Outside K, J B NOMINAL LAYIN 'GTH Pipe Size Thickness In. Diameter *Dimensions In. In. From To In. A B Pipe 3 .25 .40 3.96 5.80 3.00 Outside Gland** Pipe Thickness 1 Bolts Bell Bolts 4 .25 .41 4.80 7.10 3.15 Size In. Diameter 6 .25 .43 6.90 8.63 3.38 In. Weight Gasket 8 .25 .45 9.05 10.94 3.69 From To In. B ��r No Size Length Lb. Weight 10 .26 .47 11.10 13.32 3.75 In. In. 12 .28 .49 13.20 15.06 3.75 3 .25 .40 3.96 2.50 a E A`.9 4 5/8 3 11 7 14 .28 .51 15.30 17.80 5.00 4 .26 .41 4.80 2.50 Irrr 9.06 f 4 3/4 3-1/2 16 10 16 .30 .52 17.40 19.98 5.00 6 .25 .43 6.90 2.51 r'.50 11.06 11113L 3/4 3-1/2 18 16 18 .31 .53 19.50 22.00 5.00 8 .27 .45 9.05 j 11.75 13.31 MM.' 4 24 25 20 .33 .54 21.60 24.12 5.25 24 .33 .56 25.80 28.43 5.50 10 .29 1=7 2.50 14.00 15.62 1:13rn 4 31 30 30 .34 .63 32.00 35.40 6.55 12 .31 larr i 2.50 16.25 17.88 :: : 37 40 36 .38 .73 38.30 41.84 7.00 14 .33 17 15.30 3.50 18.75 20.25 20.25 10 3/4 4-1/ 61 45 *Nominal laying length is 18 ft. 16 .34 V 17.40 3.50 21.00 22.50 22.50 12 3/4 4-1/2 55 18 . •A .53 19.50 3.50 23.25 24.75 EMICIE 65 20 4 .54 21.60 3.50 25.50 27.00 27.00 14 3/4 4-1/2 98 '5 .38 .56 25.80 3.50 30.00 31.50 31.50 16 3/4 5 123 1, *Nominal laying length is 18 ft. **Weight shown for regular grey cast iron follower gland,corton bolts and rubber gasket. STANDARD DIMENSIONS AND WEIGHTS OF ALL AND SOCKET JOINT PIPE 3"THROUGH 36" PUSH-ON JOINT DUCTILE IRON PIPE F//% Pipe Pressure Nominal of Tytonm Joint / %/� Size Class Thickness OD* Barrel Wt.Per Avg.Wt. /////// In. psi In. Wt.of In. Per Ft. Bell Lb. Lgth.t Per Ft.t G t Lb. x. `//iii T Lb. Lb. //���/�����////ii //j/�,� / 3 350 0.25 3.96 8.90 7.00 185 9.20 /////� ��." .." .." . 7--- 4 350 0.25 4.80 10.90 9.00 225 11.30 e \ A 6 350 0.25 6.90 16.00 11.00 300 16.60 MINIIMIIMIIMIIIIMmEnor 8 350 0.25 9.05 21.10 17.00 395 22.00 Thickness 10 350 0.26 11.10 27.10 24.00 510 28.40 Pipe B Full Leng eight-Lb.** 12 350 0.28 13.20 34.80 29.00 655 36.40 Safe Size Under Water End 250 0.28 15.30 40.40 45.00 770 42.90 In. Class T Pipe ainer As Pull 14 300 0.30 15.30 43.30 45.00 825 45.80 (A21.51) O.D. D. Shi' d Full of Full of Lb. 350 0.31 15.30 44.70 45.00 850 47.20 Air Water 250 0.30 17.40 49.30 54.00 940 52.30 6 55 .40 6.90 111EILIFF 545 240 465 50,000 16 300 0.32 17.40 52.50 54.00 1000 55.50 8 55 .42 9.05 16.6 770 240 655 70,000 350 0.34 17.40 55.80 54.00 1060 58.80 10 55 .44 11.10 'VAL'05 220 860 95,000 250 0.31 19.50 57.20 59.00 1090 60.50 12 55 .46 13.20 r .00 1 11111111= 1080 120,000 18 300 0.34 19.50 62.60 59.00 1185 65.90 14 56 .51 15.30 24.50 165 160 1410 145,000 350 0.36 19.50 66.20 59.00 1250 69.50 16 56 .52 17'A 27.00 1990 MEI 1685 165,000 250 0.33 21.60 67.50 74.00 1290 71.60 18 56 .53 •50 30.00 2375 7.1. 2015 195 000 20 ' 300 0.36 21.60 73.50 74.00 1395 77.60 58* .59 2560 1 . 2170 56 2810 -200 � 2375 350 0.38 21.60 77.50 74.00 1470 81.60 20 59* 3 21.60 32.75 210,000 200 0.33 25.80 80.80 95.00 1550 86.10 3110 100 k 2635 24 250 0.37 25.80 90.50 95.00 1725 95.80 24 56 .56 25.80 38.25 3700 -620 , 10 300 0.40 25.80 97.70 95.00 1855 103.00 .74 4415 95 260,000 �� 350 0.43 25.80 104.90 95.00 1985 110.20 - 30 8 .71 32.00 46.25 5855 -900 ITh 5 0� 150 0.34 32.00 103.50 139.00 2000 111.20 61* .83 6435 -180 5360 200 0.38 32.00 115.50 139.00 2220 123.20 57 .78 38.30 54.25 8145 -1300 6880 30** 250 0.42 32.00 127.50 139.00 2435 135.20 59* .88 8725 -725 7330 401 0 300 0.45 32.00 136.50 139.00 2595 144.20 *Thickness required to overcome buoyancy. 350 0.49 32.00 148.40 139.00 2810 156.10 **Weights listed are for 18'-0"laying lengths.Nominal full lengths vary by size. 150 0.38 38.30 138.50 184.00 2675 148.70 Pipe,Bell,Ball and Retainer are ductile iron. 200 0.42 38.30 152.90 184.00 2935 163.10 Dimensions and weights are subject to manufacturing tolerances. 36** 250 0.47 38.30 170.90 184.00 3260 181.10 6 in.-24 in.pressure rating:350 psi 300 0.51 38.30 185.30 184.00 3520 195.50 30 in.-36 in.pressure rating:250 psi 350 0.56 38.30 203.20 184.00 3840 213.40 t Including bell;calculated weight of pipe rounded off to the nearest 5 lb. t Including bell;average weight per foot,based on calculated weight of pipe before rounding. * Tolerances of OD of spigot end: 3-12 in.=+0.06 in.&-0.06 in.;14-24 in.=+0.05 in.&-0.08 in.; 30-36 in.=+0.08 in.&-0.06 in. **Fastite®Joint MON®AND FASTITE®PUSH-ON JOINTS TR FLEX®RESTRAINED JOINT ASSEMBLY INSTRUCTIONS ASSEMBLY INSTRUCTIONS Step 1. Thoroughly clean out the bell with special attention to the gasket Step 1, (4"-10") Lay pipe such that one of the bell slots is accessible. recess.Remove any foreign material or excess paint Clean the spigot (12"-20") Lay pipe e such that both of the bell slots are accessible,in the horizontal or beveled plain end and remove any sharp edges with a standard file. position if possible. (24"-36") Lay pipe such that all four of the bell slots are accessible,in the diagonal Step 2. After making sure that the correct gasket is being used,insert it into the recess in the bell with the small end of the gasket facing the bell position if possible. face. Step 2. Clean the bell socket and insert gasket. Step 3. Apply lubricant to the inside surface of the gasket,making sure that the entire surface is coated.Apply generous enerous coating of lubricant to Step 3. Clean the spigot end to the assembly stripes. the beveled portion of the plain end. Step 4. Lubricate the exposed surface of the gasket and pipe spigot end back to the weld bead. Step 4. Guide the plain end into the bell and,while maintaining straight Step 5. Make a normal push-on joint assembly,completely homing the pipe until the first alignment,push the plain end into the bell socket Once the joint assembly strip is in the bell socket.Keeping the joint in straight alignment during the is assembled,necessary deflection can be accomplished.When assembly process. assembly is complete,the bell face should be aligned between the Step 6. (4"-10")Insertthe right-hand locking segment into a bell slot and slide the segment two white depth rings,for Tyton®Joints.Fate®Joints have only 1 around assembly stripe. clockwise around the pipe. (12"-36")Insert lower locking segment into a bell slot and slide the segment around the MECHANICAL JOINT pipe. ASSEMBLY INSTRUCTIONS Step 7. (4"-10")Insert left-hand locking segment into the bell slot and slide the segment counter- Step 1. Clean the bell socket and spigot or plain end.Lubricate both the gasket and plain end by brushing an approved pipe lubricant clockwise around the pipe. (12"-36")Insert upper locking segment into the same bell slot and rotate around the pipe. Step 2. Place the gland on the plain end with the lip extension toward the Step8. plain end.Place the gasket on the plain end with the narrow edge the two- Hold the menu. apart and wedge the rubber retainer into the slot between facing the plain end. the two locking segments. (12"-36") Hold the upper segment in place and wedge the rubber retainer into the slot Step 3. Insert the plain end into the bell and press the gasket into the bell between the two locking segments. recess.Push the gland toward the socket and center it around the pipe with the gland lip against the gasket. Step 9. 14"-10") None. (12"-20") Repeat steps 6-8 for other slot.Make sure that all 4 locking segments and 2 Step 4. Insert and tighten the bolts.It is important to maintain the same rubber retainers are securely in place. distance between the gland and the bell face at all times.This is best (24"-36") Repeat steps 6-8 for other slot.Make sure that all 8 locking segments and 4 done by alternating side to side and top to bottom,while tightening the rubber retainers are securely in place. bolts. Step 10. Extend the joint to remove the slack in the locking segment cavity. Joint extension is Note: Achieving the recommended bolt torque,particularly with large necessary to attain the marked laying length on the pipe and to minimize growth or diameter pipe,may require repeating the process up to 5 times or extension of the line as it is pressurized. more.Recommended bolt torque ranges are as follows: Step 11. Set the joint deflection as required. Pipe Bolt Nut Across Wrench Torque Range Size In. Diameter In. Flats In. Length In. Foot Lbs. THRUST-LOCKTMRESTRAINED JOINT 3 5/8 1-1/16 8 45 to 60 ASSEMBLY INSTRUCTIONS Step 1. Ring Installation.Put lock ring on the spigot end of the pipe.Pry the lock ring over the 4-24 3/4 1-1/14 10 75 to 90 weldment.Use the hammer to tap the cover.Lock ring installation is complete. NOMINAL THICKNESS FOR STANDARD Step 2. Clean the Bell and Spigot.Thoroughly clean out the bell with special attention to the PRESSURE CLASSES OF DUCTILE IRON PIPE gasket recess. Remove any foreign material or excess paint.Clean the spigot end and remove any sharp edges. Outside Pressure Class* Step 3. Insert the gasket into the recess in the bell with the small end of the gasket facing the bell Size Diameter 150 I 200 I 250 1 300 I 350 face. a>In. In. Normal Thickness-in. Step 4, Lubricate the Bell and Spigot.Apply lubricant to the inside surface of the gasket.Apply a 3 3.96 - - - - 0 25** generous coating of lubricant to the spigot end. 4 4.80 - - - 0.25** Step 5. Insert Pipe.Guide the spigot end into the bell and,while maintaining straight alignment, 6 6.90 - - - - 0.25** push the pipe into the bell socket. 8 9.05 - - - 0.25** Step 6. Insert Lock Ring.Push lock ring into the bell. 10 11.10 - - - - 0.26 12 13.20 - - - - 0.28 Step 7, Rotate the lock ring until the lugs align.Use a hammer to tap the ring if required.Install the 14 15.30 - - 0.28 0.30 0.31 anti-rotation wedges at 3 and 9 o'clock if the pipe is being used inside of a casing.Deflect 16 17.40 - - 0.30 0.32 0.34 the joint if desired. 18 19.5 - - 0.31 0.34 0.36 20 21.60 0.33 0.36 0.38 SUPER-LOCK® 24 25.80 - 0.33 0.37 0.40 0.43 ASSEMBLY INSTRUCTIONS 30 32.00 0.34 0.38 0.42 0.45 0.49 Step 1. Remove hook bolts securing retainer to plain end.Clean plain end of pipe.Clean out any 36 38.30 0.38 0.42 0.47 0.51 0.56 dirt behind retainer lugs.Lubricant should be applied to the beveled nose. *Pressure Classes are defined as NOTE:Per ANSI/AWWA C150/A21.50 Step 2. Assemble the joint in accordance with Clow Assembly Instructions(See Table A on page the rated water pressure of the the thicknesses above include the 13).Make certain that the bell is clean prior to gasket insertion.Be sure that the correct pipe in psi.The thicknesses shown 0.08 in.service allowance and the gasket is used. are adequate for the rated water casting tolerance listed below by size working pressure plus a surge ranges: Step 3. Guide plain end into Super-Lock®bell and provide reasonably straight alignment."Make" - allowance of 100 psi.Calculations joint by pushing the plain end into the bell.A jack or come-a-long may also be used to pull are based on a minimum yield the plain end into the bell.Position retainer so that the recesses lineup with the lugs on strength of 42,000 and a 2.0 CASTING the bell.Slide retainer over bell and rotate until the lugs on the bell and the retainer line safety factor times the sum of the SIZE TOLERANCES up. working pressure and 100 psi surge (Inches) (Inches) allowance. 3_8 -0.05 Step 4. At drilled hole on retainer 0.D.,insert retainer lock in recess formed by lugs on bell and **Calculated thicknesses for these 10-12 -0.06 retainer.Insert roll pin in drilled hole and drive flush with retainer 0.D. sizes and pressure ratings are 14-36 -0.07 less than those shown above. Step 5. Take any necessary deflection after joint is completely assembled. Presently,these are the lowest nominal thicknesses available in Caution:do not over deflect the joint beyond the maximum deflection column specified these sizes. on page 2 or subject the joint to bending stress to obtain additional deflection. ti-k\ 474, JMM 'e Building essentials V O� w for a hetter tomorrow- Q l�igR Y�cq �..� � o,� J RgNR Z P/, , Fa TY G) sic/ `C BLUE BRUTETMp� SUBMITTAL AND DATA SHEET �44A/TEEQ PIPE SIZE AVERAGE O.D. NOM. I.D. MIN.T. MIN.E APPROX. D9 APPROX.WEIGHT (IN) (IN) (IN) (IN) (IN) (IN) (LBS/FT) PRESSURE CLASS 165 psi (DR 25) 4.80 4.39 0.192 5.25 5.57 6 6.90 0.276 6 ,1 •..I 3.9 8 9.05 8.28 - .05 10.50 6.7 10 1.16 0.444 8.20 _ • •• 10.1 13.20 12.08 0.528 8.80 15.31 PRESSURE CLASS 235 psi (DR 18)* 4 4.80 4.23 0.267 5.25 5.87 2.6 S MI Mil =II =I IIIII IIII 8 9.05 7.98 0.503 7.05 11.06 9.2 10 11.10 9.79 0.617 8.20 13.57 13.9 12 13.20 11.65 0.733 8.80 16.13 19.7 - PRESSURE CLASS 305 psi (DR 14)* 4.80 4.07 0.343 5.25 6.17 6 6.•I - =. 0.493 6.40 6.7 8 9.05 7.68 7.05 11.63 11.6 10 0.793 8.20 17.6 13.20 11.20 0.943 8.80 16.97 . Consult JM Eagle-for CSA and other listing availability prior to shipment. Note: *FM Approvals Pressure Class 150 psi for DR 18 and 200 psi for DR 14. D9 ' Airr/� /� I.D.:Inside Dameter LI4PrO.D.:Outside Diameter \\\\ \\\\ \\\ \"\\ -' \\\\ �' T. Wall Thickness o D. ° :Bell Outside Diameter T714 I.D.IDE:Distance between Assembly M E > y ark to the end of spigot. Assembly Mark Product Standard: ANSI/AWWA C900 - Pipe Compound: ASTM D1784 Cells Class 12454 Gasket: ASTM F477 Integral Bell Joint: ASTM D3139 Certifications: ANSI/NSF Standard 61 UL Standard 1285 Pipe Length: 20 feet laying length Installation: AWWA C605 JM Eagle' Installation Guide o W (HIGH-FLEX i OPEN-TRENCH) iracEr Wire* Iiit;h Hcx Copper Clad Steel (HF C.5) * 11% IACS Cunductw ty * (or r(`510ii Resrsstant High Density. High Molecular Weight Polyethylenn (HMV./PE HOPE) ii solation * Moisture,Chemical and Oil Rt sistant Crfi Irtip,ct, (:rtist,and Ab/z,sion rte sistant * RoHs compliant * Direct But ial bated * 30 Volts * Made in the USA () "PRO-TRACEe HF-CCS -- FLEXIBILITY & STRENGTH -- IT'S THE FUTURE OF TRACER WIRE" Q fl CC Iil — Applications and Information tt7 • PRO-TR A t®HF-CCS PE30 is used for tracer wire applications not exceeding 30 Volts. LI Tracer wire is used to conductively locate buried utility lines for the gas,water,sewer, telecommunication,and electrical markets. 4. Raz` • PRO-TRIC t®HF-CCS PE30 is designed to embody the flexibility,memory,and feel of copper. It also has a 43%higher break-load,minimizing damage during installation and while in service. Equal to copper in signal tracing performance. It simply outperforms ,,< copper tracer wire. Designed for open-trench and plow-in installations using 1 wire. • .5 • Considerably lower in cost and great price stability compared to copper. • RoHS Compliant,made in the USA,and works with connectors you already use. w V Q � a i , : Standards and References b� w PRO-TRA t t:®HF-CCS PE30 conductors meets or exceeds all applicable ASTM specifications, h x Ilii and requirements of the National Electrical Code. O 0 ® ` , , • ASTM 6910/B190M: Standard Specification for Annealed Copper-Clad Steel Wire mma M �"• . • ASTM B170: Standard Specification for Oxygen-Free Electrolytic Copper qt 0 SIT • ASTM D1248: Standard Specification for Polyethylene Plastics Extrusion Materials Zvit For Wire and Cable S V O —r ,, Construction I PRO-TRAC t ®HF-CCS PE30 is a flexible,copper-clad steel tracer wire. A low carbon steel core,metallurgically bonded with a copper cladding,that is uniform and continuous,creating Um E,4 a `: a bi-metal conductor that acts as one and is corrosion resistant.Special annealing processes are performed during the cladding process giving HF CCS the flexibility and feel of copper, :.: but 43%higher in strength which means less breaks then copper tracer wire. PRO-TRA(( ®HF-CCS PE30 uses a 30 mil,high-density,high molecular weight polyethylene .."�,.,* (HDPE)insulation. HDPE provides an excellent balance of surface smoothness,processing ' ease and electrical consistency. HDPE provides superior strength against underground P elements that help prevent accidental breaks caused buy rocks in shifting soil conditions. t1i. Nit ` Specification Example 0 gig. Tracer wire for open-trench installation shall be a 12 AWG solid,PRO-TRACE®HF-CCS PE30. Conductor shall be soft-drawn, CICA/ 21%IACS,copper clad steel,utilizing a AISI 1006 low carbon steel core(required to meet break load and flexibility),with breakload of 282 lbs(55,000 psi). Conductor shall be extruded with a 30 mil,high density,high molecular weight polyethylene a74 (HMW-HDPE)persuant to ASTM D1248 standard. Tracer wire shall be rated for direct burial use at 30 volts and RoHS compliant. Tracer wire shall be PRO-TRACE® HF-CCS PE30 as manufactured by Pro-Line Safety Products and made in the USA. Specification Updated: 9.26.2011 09:23:00 CST V.:' PRO-TR ® is a registered trademark of Pro-Line Safety Products Co. TABLE 1: CONDUCTOR (Physical,Mechanical and Electrical Properties) W Conductor Type HF-CCS HF-CCS HF-CCS HF-CCS HF-CCS HF-CCS „!'kIna#Refer T r,.. . ,:-�..�°...: . -------mated- - -Annealed------Artriebibt - __:Atin Wd - tinea a Annealed ok Steel Grade AISI 1006 AISI 1006 AISI 1006 AISI 1006 AISI 1006 AISI 1006 Copper Grade UNS C10200 UNS C10200 "UNS C10200 UNS C10200 UNS C10200 UNS C10200 to CC Rated Break Load 70 lbs 111 lbs 177 lbs 282 lbs 448 lbs 713 lbs ♦U.♦I Rated Tensile Strength 55,000 psi` 55,000 psi 55,000 psi 55,000 psi 55,000 psi 55,000 psi V Elongation 20.0% 20.0% 20.0% 21.0% 21.0% 22.0% ICC N Nominal Copper Thickness(%of Diameter) 3.0% 3.0% 3.0% 3.0% 3.0% 3.0% C Nominal Copper Weight(Per 1,000') 13.0% 13.0% 13.0% 13.0% 13.0% 13.0% , 1". Nominal DC.Resistance 30.399 ohms19.119 ohms 12.024 ohms 7.562 ohms 4.756 ohms 2.991 ohms TABLE 2: INSULATION (Physical,.madsaaina and Electrical Properties) 4,ti,,,41; Density@ 23°C ASTM 01505 0.945 g/cmc Melt Flow Rate ASTM D1238 0.70 g/10 min ki Tensile Strength ASTM D638 3,400 psi Tensile Strength Retention ASTM 0638 90%after 48 hours @ 100°C Tensile Elongation ASTM D638 500% Tensile Elongation Retention ASTM D638 90%after 48 hours @ 100°C Environmental Stress Cracking ASTM D1693 0 failures @ 48 hours , Thermal Stress Cracking ASTM 02951 0 failures @ 96 hours Brittleness Temperature ASTM D746 -76°C ikl Melting Temperature ASTM 03418 260°Cit Oxidative Induction Time ASTM D3895 170 min @ 200°C11 ti Opi Dielectric Constant ASTM 01531. 2.32 @ 1 MHz ZE- Dissipation Factor ASTM D1531 0.00006 @ 1 MHz ti*: DC Volume Resistivity @)23°C ASTM 0257 �>,1 x 10' ohm-cm 3 T M i ".4um) 5T 1 # �� "� O taw �,. M WEIGHTS,MEASUREMENTS AND PACKAGING >01, 74418XXXX 18 SOL HF-CCS PE30 70 lbs 55,000 psi 0.030" 0.101" 4.4191 7.14 500'/1000'/2500' 74416XXXX 16SOL HF-CCS PE30 111.1bs 55,000 psi 0.030" 0.111". 7.0219' 10.15 CUSTOM ORDER 74411XXXX 14 SOL HF-CCS PE30 177 lbs 55,000 psi 0.030" 0.124" 11.1800 14.82 500'/1000'/2500' 74412XXXX 12 SOL HF-CCS PE30 ; , 2821bs 55,000 psi 0.030" 0.141" 17.7644; 22.05, 500'/1000'/2500' 74413XXXX 10 SOL HF-CCS PE30 448 lbs 55,000 psi 0.030" 0.162" 28.2537 33.35 500'/1000'/2500' 1,T7 Cii) 74414XXXX' 8 SOL HF-CCS PE30 713 lbs 55,000 psi'; 0.030" 0.189" 44.9297 51.05 CUSTOM ORDER 1 AA INSULATION COLOR & REEL LENGTH REEL & PACKAGING INFORMATION 0132 0141 0147 0232 0241 0247 500 PLYWOOD(TREATED) 8"x 4" 1.5" 162,000 FT 0532 0541 0547 1000 PLYWOOD(TREATED) 8"x 9" 1.5" 180,000 FT fi 0632 0641 0647 2500 PLYWOOD(TREATED) 12"x 6" 1.5" 180,000 FT 0832 0841 0847 500 PLYWOOD(TREATED) 8"x 6" 1.5" 126,000 FT 0932 0941 0947 ` 1000 PLYWOOD(TREATED) 8"x 9" 1.5" 108,000 FT 1132 1141 1147 2500 PLYWOOD(TREATED) 12"x 9" 1.5" 120,000 FT PA . r - a 1232 1241 1247 500 PLYWOOD(TREATED) 8"x 9" 1.5" 72,000 FT ***SOME PART NUMBERS MAY BE SUBJECT TO MINS*** 1000 PLYWOOD(TREATED) 12"x 6" 1.5" 80,000 FT 2500 PLYWOOD(TREATED) 12"x 12" 1.5" 80,000 FT N 500 PLYWOOD(TREATED) 8"x 9" 1.5" 54,000 FT = 1000 PLYWOOD(TREATED) 12"x 9" 1.5" 48,000 FT 2500 PLYWOOD(TREATED) 16"x 10" 1.5" 45,000 FT Specification Updated: 9.26.2014 09:23:00 CST ,, 0 .. •a/�'L-����� � PRO-LINE SAFETY PRODUCTS COMPANY SA F ETY PRO 0 U CTS 1099 ATLANTIC DRIVE,UNIT 1 • WEST CHICAGO.IL 60185 . ADf'.SOO'PROPAKMD.WC TOLL FREE: 800.554.3424 • NON-DOMESTIC C153 MECHANICAL JOINT COMPACT FITTINGS SUBMITTAL SIZES: 3"through 42" STANDARDS: ANSI/AWWA C153/A21.53 PRESSURE RATING: 3" -24"@350° PSI; 30" -36"and fittings with flanged branches @ 250 PSI NSF 61: Meets all requirements, UL Certified COATING: ANSI/AWWA C104/A21.4 and Tnemac 140-1211 CEMENT LINING: ANSI/AWWA C104/A21.4 BOLTS: ANSI/AWWA C111 /A21.11 INSTALLATION: AWWA C600 ♦ fill 1 aumb C I =14 ' ',it- :-,;.,:, , ', ,I art. i B . D B.C. A E PLAIN END MECHANICAL JOINT DETAILS DETAILS Bolts Size A B B.C. C D E T T1 No. Size L Size O.D. L 3 3.96 2.50 6.19 3/4 7.69 7.62 0.62 0.58 4 5/8 3 3 3.96 5.5 4 4.80 2.50 7.50 7/8 9.12 9.06 0.75 0.60 4 3/4 3.5 4 4.80 5.5 6 6.90 2.50 9.50 7/8 11.12 11.06 0.88 0.63 6 3/4 3.5 6 6.90 5.5 8 9.05 2.50 11.75 7/8 13.37 13.31 1.00 0.66 6 3/4 4 8 9.05 5.5 10 11.10 2.50 14.00 7/8 15.62 15.62 1.00 0.70 8 3/4 4 10 11.10 5.5 12 13.20 2.50 16.25 7/8 17.88 17.88 1.00 0.73 8 3/4 4 12 13.20 5.5 14 15.30 3.50 18.75 7/8 20.25 20.25 1.25 0.79 10 3/4 4 14 15.30 8.0 - 16 17.40 3.50 21.00 7/8 22.50 22.50 1.31 0.85 12 3/4 4 16 17.40 8.0 18 19.50 3.50 23.25 7/8 24.83 24.75 1.38 1.00 12 3/4 4 18 19.50 8.0 20 21.60 3.50 25.50 7/8 27.00 27.00 1.44 1.02 14 3/4 4 20 21.60 8.0 24 25.80 3.50 30.00 7/8 31.50 31.50 1.56 1.02 16 3/4 4.5 24 25.80 8.0 30 32.00 4.00 36.88 11/8 39.12 39.12 2.00 1.54 20 1 6 30 32.00 8.0 36 38.30 4.00 43.75 1 1/8 46.00 46.00 2.00 1.70 24 1 6 36 38.30 8.0 42 44.50 4.00 50.62 13/8 53.12 53.12 2.00 1.45 28 11/4 6 42 44.50 8.0 48 50.80 4.00 57.50 13/8 60.00 60.00 2.00 1.45 32 11/4 6 48 50.80 8.0 07/01/05 TYLER PIPE/UTILITIES DIVISION •BOX 2027 •TYLER,TEXAS 75710 •(800)527-8478 •FAX ORDERS TO(800)248-9537 1 UNION FOUNDRY COMPANY•BOX 309 •ANNISTON,ALABAMA 36202 •(800)226-7601 •FAX ORDERS TO(800)226-0806 E Et Artir. ., mEGALuG lui t . I RON I E Your Connection to the Future TM Series 1100 Mechanical Joint Restraint for Ductile Iron Pipe Features and Applications: • Sizes 3 inch through 48 inch • Constructed of ASTM A536 Ductile Iron y` Y k '- • Torque Limiting Twist-Off Nuts 41 • MEGA-BOND® Restraint Coating System For more information on MEGA-BOND, refer to www.ebaa.com -:_„s,„--4' ,- ,pp It ' _ • The Mechanical Joint Follower Gland is incorporated into the restraint • Heavy Duty thick wall design Post Pressure • Support Products Available: Nominal Series Shipping Assembly Rating Split repair style available 3 inch Pipe Size Number Weights Deflection (PSI) through 48 inch. 3 1103 6.1 3° 350 EBAA Series 1100SD 4 1104 7.7 3 350 6 1106 11.9 3° 350 Solid restraint harness available for 8 1108 14.8 3° 350 push-on pipe bells. 10 1110 23.9 3° 350 EBAA Series 1700 12 1112 31.2 3° 350 14 1114 48.5 2° 350 Split restraint harness available for 16 1116 56.4 2° 350 existing push-on bells. EBAA Series 1100HD 18 1118 63.1 11/2° 250 20 1120 72.3 11/2° 250 • All MEGALUG and related restraint 24 1124 133.1 11/2° 250 products can be furnished as packaged 30 1130 194.6 1° 250 accessories complete with appropriate ' 36 1136 234.0 1° 250 restraint, gasket, lubrication, and bolt- 42 1142 536.0 1 250 ing hardware 48 1148 653.0 1° 250 NOTE: For applications or pressures other than those shown please • For use on water or wastewater pipe- lines subject to hydrostatic pressure contact EBAA for assistance. and tested in accordance with either AWWA C600 or ASTM D2774 U.S. Patent Nos. 4092036, 4627774, 4779900, 4896903, 5544922 The USA • i„ _ . . '•. , - 0 . ,f.. .. e. .. . e e -I, .."-'';'''';' ...,:* . , - ',,,'-: : .. -4.t.;',._ . .' -,-...",-- , ....„ ‘ , ^4, : . - : • ' :i4.,;:::::-.40,,,,,;.: ..,,•itt--, -..>-• - ••,4-‘., -.."-"L.!' ,.-",74s- ,'„,: .: - ' .. -;-"`"-s--,...:, *ft. le- -. Z6:."-;•=4"e4".".?,4,r;, '=74 k '"'' ."'''t. ' ..-'li:'. .., A. . ' . . , • ,...'-...,,`_:',..„.",..,:-,p),pro.',.1.,7“8"-"4::•+;'',... ._,,. it";Alt ", gr.' 111111PS<! . -4444A4 ,.;.„''''‘"t-'5.. ..•442„`,'.. .,''',,',. s ,-,:. -'' 111, *"‘ ''''' -'''' ''' ' ? •,40 V-.1.1..4-.4 t - • .:- ''''•:trv, .1,..ts,•11,,I "* ,./5... ' "'t.•'''`?-.*' 1:19' , , . t, ..i. , .•," • „L„5"rei ,4,91.,,,A„:27.:,14.-i!„.. A, ,,," . -;.1)14 r*:.A r'1''':::'''''''''''1''''''. ', „*":'::: .'• • ie 4 I.,, *A+1,:, .. ,' 0;41 ' V ' 1 *.k,,,• •.....,f_ ii. - t N i* •,.4t •.: , "i-L f.i „, tif"4,.,•.4. ..„„ ,''7. , i.,61$ ,:--., •"--. ).-. i......! , .,7 1,. f.,•-•,;.•2 ',-. ' ii ' •k` .:•,°,,k -'''' ;tr.-v 4,;r- '''' ".i.`-;*4* ,,,ef,,- .0:.4.., ;.i. ; 'M ---Ks '.1, ,-,,,,..,..,4 44`e •• ' 7.-if,,4t. s, 44-':''''''•et.!Iltf;'!,1% 't.t‘...', .,•,•`-' 7 • . ,t * rt-- ?e,..tt Vi"... .n,4;...-...,',,,„"•'..,.„ :64:•,- 7., . ' ,*,, :`'1„4-A l'itt,ili*'),1""e"-.'IA ,•401,., ‘t.,,°1,''V,$' :,,.*--k`, „- '1,,f A .0;"::'''.;*t."!,,,,.:**,,:.4-t,-.*,.4 ill, , ..,---.„ , , c .,..,,,,1„44.,;,,,14. .,''',-",,4p- • ..,p•-,,k,.... •-,,, ..•,.....,,t.,,,,---.).,, . • ---,,..-., .. ..!:•,,4-;,..40,-, .-....,%•,p.74,-..,....t '1.44,..4, i' . If,:4"--..,. V,-",e . ,,,, ,..-, ...1.,„,,., _,,, •.7...."N- . - , ' -.,..,....-7 4••••,-.,,,I;•c -,„,,,:'.,--‘;4-,,,,,,,,.:.,-.,..,-.,- .14;-..-••••-1'41.1i , J= 4.rrix, ',$„;4:4!1$ ,,,!:',.at'"FZ.V.. .:V.A..-'' -'•,..4...4:;-.-4.:0# ...:r. . , - ,..•...; 1:...,,,,'; ',4 ei.4:t:.41'*11 V.`,A47%14,.:, '0;' ' ,0,,` 6,.6,t V 34-'::;;;: .6, . * •f,•• - -1- . .,. .._ ,',..,+,.?i•,If;41.1,1,yi:Mr:04;41tAl:*).' 1:1 ''''.h4,sh.44e.A, -A.. ',..',' • ry, ir:1,,,. • ''''-"4`.4,,,-:;1,-4, 4 -,54.'c'ot•44' i'.'t:M. ...,'.. 44;., ..,-, * • •II- - '4 a h - :-it-it•'..61'4, z-4 *fk 14 R i.k. --Ni*,Fil..•• AI, 4. , 11 -•#:•••..04,Yt :kr/ - ..,,;'-: /,,,.."-,--4,, ‘ .. , - - - - -- . -- _ - - - . . ,, _ . . .. .... . - - ... MEGALUG:THE PRODUCT OF PREFERENCE SINCE 1984 Since 1984,engineers and contractors designing and installing Major testing laboratories agree as the 3"through 24"sizes vater and wastewater pipelines and systems have come to rely are Underwriters Laboratories(UL)listed,and the 3"through 12" )n the EBAA Series 1100 MEGALUG Mechanical Joint Restraint sizes are Factory Mutual(FM)approved. the"Product of Preference"for effectively and economically For use on all classes of ductile iron pipe(PC350 through estraining ductile iron pipe connections above or below ground. PC150 and CL56 through CL50),for practically any application MEGALUG Mechanical Joint Restraints replace external re- including valves, hydrants and pipe,the MEGALUG Mechanical >traints such as cumbersome concrete thrust blocks and corrod- Joint Restraint effectively and safely performs without damage to ble metal tie rods creating a quicker,safer and more economical the pipe or cement linings. nstallation. THE MEGALUG GRIPPING WEDGE... PERFORMANCE PROVEN 1 The wedge style MEGALUG design reacts cyclic loads.This has been tested to very o the amount of force acting on the joint. LI') Max pressure high-pressure differentials and the wedge w When each wedge is set,the wedge teeth o Movement impressions look the same as if a single u_ CAUSE* )enetrate the pipe's outer surface,and —1 wedges to test had been performed. 1 increase Max movement he wedge does not move on the pipe. ix gnp Typically,the depth of pipe wall pen- -here is very little change in this interface LU ---— Rated pressure etration,or wedge impression at around intil the wedge movement begins inside LU Wedge movement 25,000 pounds of force per wedge(200 he pocket of the main casting.Once the begins o PSI on a six inch and 150 PSI on a twelve vedge starts moving,the formation of the w Normal operating IX pressure inch) is 0.03". Finally,at roughly twice that D )uttress begins. (,) j force the penetration is around 0.05"At w This"dam"of material (the wedge cz i RCM these high pressures,there is no affect on a_ 0. nwression)is cold formed as the wedging MOVEMENT the design thickness of ductile iron pipe iction continues. If the force of pressure made according to AWWA C150.The lack icting on the joint is released,the wedge of the pocket at the maximum pressure or of damage to the cement lining clearly noves back to near its original position, load,the wedge buttress are in shear.The indicates that the thrust load is primarily "his engages the reserve-controlled move- maximum movement is about 0.3 inch longitudinal. nent or"RCM".The wedge is then ready through the thirty-six inch size and 0.4 This ability to move in the pocket allows or another round. inch for forty-two and forty-eight inch. for angular flexibility as well as longitudi- After the wedge has moved to the back The RCM is available even with severe nal flexibility. MechanicalJoint Restraint Sample Specifications DOC) (The text of the specifications below can be copied pasted from www.ebaa.com ownload/1100Spec. Restraint devices for mechanical joint fittings and appurtenances conforming to either ANSI/AWWA C111/ A21.11 or ANSI/AWWA C153/A21.53, shall conform to the following: Design Traceability shall be ensured with torque limiting twist Restraint devices for nominal pipe sizes An identification number consisting of off nuts. 3 inch through 48 inch shall consist of year,day,plant and shift(YYDDD)(plant multiple gripping wedges incorporated into designation)(Shift number),shall be cast Approvals a follower gland meeting the applicable re- into each gland body. Restraint devices shall be Listed by Under- quirements of ANSI/AWWA C110/A21.10. writers Laboratories(3"through 24"inch All physical and chemical test results shall size)and Approved by Factory Mutual(3" The devices shall have a working pressure be recorded such that they can be ac- through 12"inch size). rating of 350 psi for 3-16 inch and 250 psi cessed via the identification number on for 18-48 inch. Ratings are for water pres- the casting. These Material Traceability Mechanical joint restraint for ductile Iron sure and must include a minimum safety Records(MTR's)are to be made avail- pipe shall be Megalug Series 1100 pro- factor of 2 to 1 in all sizes. able, in hard copy,to the purchaser that duced by EBAA Iron Inc.or approved equal requests such documentation and submits Material his gland body identification number. MEGA-BOND®Restraint Coating System Gland body,wedges and wedge actuating All wedge assemblies and related parts components shall be cast from grade 65- Production pieces that are too small to ac- shall be processed through a phosphate 45-12 ductile iron material in accordance commodate individual numbering,such as wash, rinse and drying operation prior with ASTM A536. fasteners and wedges,shall be controlled to coating application.The coating shall in segregate inventory until consist of a minimum of two coats of liquic For applications requiring restraint 30 such time as all quality control tests are thermoset epoxy coating with heat cure to inch and greater,an alternate grade of passed. These component parts may then follow each coat. iron meeting the material requirements of be released to a general inventory for final ASTM A536 is acceptable,providing the assembly and packaging. All casting bodies shall be surface pre- device meets all end product performance treated with a phosphate wash, rinse and requirements. All components shall be manufactured sealer before drying.The coating shall be and assembled in the United States. The electrostatically applied and heat cured. Ductile iron gripping wedges shall be heat purchaser shall,with reasonable notice, The coating shall be a polyester based treated within a range of 370 to 470 BHN. have the right to plant visitation at his/her powder to provide corrosion, impact and expense. UV resistance. Three(3)test bars shall be incrementally poured per production shift as per Under- Installation The coating system shall be MEGA-BOND writer's Laboratory(U.L.)Specifications Mechanical joint restraint shall require by EBAA Iron, Inc.or approved equal. and ASTM A536.Testing for tensile,yield conventional tools and installation proce- Requests for approved equal must submit and elongation shall be done in accor- dures per AWWA C600,while retaining full coating material and process details for dance with ASTM E8. mechanical joint deflection during assem- review prior to bid. bly as well as allowing joint deflection after Chemical and nodularity tests shall be assembly. performed as recommended by the Ductile Iron Society,on a per ladle basis. Proper actuation of the gripping wedges Support Products for more information concerning these products please consult the catalog or www.ebaa.com eries 1100SD , - Split MEGALUG Restraint For Existing Mechanical Joints• Series 1700 . MEGALUG'Restraint Harness «. For Push-On Bell Joints eries 1100SDB Split MEGALUG Restraint For Mid-Span Applications �`" Series 1100HD Split MEGALUG Restraint Harness for Existing Push-On Bells ------4:.z- Series 11.00 Submittal Reference Drawing C` 10"."11')/ M ~ D �. �� -0.75 F 0.75 I ; 4 ( i iliki F tO ' f La W �k B K2 \- P C �.•\ I J Iiit J 0.125 _lo- 0.125 y B Nfi$,8)* ! 1 1 1 1 I SECTION A-A SECTION B-B C D F M P* X J K2 Wedge Bolt Weight Pressure Nominal Series QTY. QTY. (LBS.) Rating Pipe Size Number (PSI) 33 1103 4.48 2.27 4.06 0.62 9.06 0.750 6.19 7.69 2 4 6.1 350 . 4 1104 5.92 2.27 ` 4.90 0.75 9.90 0.875 7.50 9.12 2 4 7.6 350 6 1106 8.02 2.27 7.00 0.88 12.00 0.875 9.50 11.12 3 6 11.8 350 8 1108 10.17 2.31 9.15 1.00 14.15 0.875 11.75 13.37 4 6 14.9 350 10 1110 12.22 2.37 11.20 1.00 16.20 0.875 14.00 15.62 6 8 23.9 350 12 1112 14.32 2.37 13.30 1.25 18.30 0.875 16.25 17.88 8 8 31.2 350 14 1114 16.40 2.69 15.44 1.50 20.94 0.875 18.75 20.25 10 10 49.7 350 16 1116 18.50 2.69 17.54 1.56 22.90 0.875 21.00 22.50 12 12 56.4 350 18 1118 20.60 2.69 19.64 1.63 25.00 0.875 23.25 24.75 12 12 63.6 250 20 1120 22.70 2.69 21.74 1.69 27.10 0.875 25.50 27.00 14 14 71.0 250 24 1124 26.90 3.20 25.94 1.81 32.64 0.875 30.00 31.50 16 16 128.7 250 30 1130 33.29 3.20 32.17 2.25 38.87 1.125 36.88 39.12 20 20 190.7` 250 36 1136 39.59 3.20 38.47 2.25 45.17 1.125 43.75 46.00 24 24 226.5 250 42 1142 45.79 4.56 44.67 3.88 55.57 1.375 50.62 53.48 28 28 518.9 250 48 1148 52.09 4.56 50.97 3.88 61.87 1.375 57.50 60.36 32 32 608.3 250 * With Twist-Off Nuts twisted of NOTE: Dimensions are in inches and are subject to change without notice 2. 3. 4. , K �� ,,,% t ..,4,1,111"1:\ " ,: " 4 w s*r + mak - 'k a 1. The Series 1100 MEGALUG joint re- just prior to slipping the gasket onto 4.* Push the gland toward the socket straint is designed for use on ductile the plain end for joint assembly. and center it around the pipe with iron pipe conforming to ANSI/AWWA Place the gland on the plain end the gland lip against the gasket. C151/A21.51(all thickness classes) with lip extension toward the plain Insert bolts and hand tighten nuts. when restraining mechanical joint end,followed by the gasket. Make deflection after joint assembly pipe fittings. but before tightening bolts. NOTE:In cold weather it is preferable to warm the gasket to facilitate assembly of the Joint. 2.* Clean the socket and the plain end. Lubrication and additional cleaning should be provided by brushing both 3.* Insert the pipe into the socket and the gasket and the plain end with press the gasket firmly and evenly soapy water or an approved pipe into the gasket recess. Keep the lubrication meeting the requirement joint straight during assembly. of ANSI/AWWA C111/A21.11, 4. (cont.) 5. /i1/4 ,,,,54„4,4,41.,,,i,r_, + N T f �i �a,"w a: aq '*�+" ,: s�^.0 r , ,. «a,. f '�F • $ 5.* Tighten the bolts to the normal In large sizes(30-48 inch),five or 7. If removal is necessary, utilize the% range of torque as indicated [3 inch more repetitions may be required. inch hex heads provided. If reas- 45-60 ft-lbs.,4-24 inch 75-90 ft- The use of a torque-indicating sembly is required,assemble the lbs.,30-36 inch 100-120 ft-lbs.,and wrench will facilitate this procedure. joint in the same manner as above, 42-48 inch 120-150 ft-lbs.]While at by tightening the wedge bolts to 90 all times maintaining approximately 6. Tighten the torque limiting twist- ft-lbs. If the series 1100 restraint the same distance between the off nuts in a clockwise direction is removed from the pipe, be sure gland and the face of the flange at (direction indicated by arrow on that all the collar bolts and wedges all points around the socket.This top of nut) until all wedges are in are in place before the restraint is can be accomplished by partially firm contact with the pipe surface. reassembled. tightening the bottom bolt first,then Continue tightening in an alternat- top bolt, next the bolts at either ing manner until all of the nuts have * These steps are requirements of side,finally the remaining bolts. been twisted off. Repeat the process until all bolts AWWA.AWWA Standard C600 are within the appropriate range of torque. For ore on EBAA IRON Sales, Inc, For more informations aboutfMEGALUtG restraints call P10,Box 851,Eastland,TX 16448 EBAA today and request "EBAA Connections Bulletin DI-1"concerning use of Tel:(254)629.1131 the MEGALUG restraint on grey iron pipe,or"EBAA Connections Bulletin DI-2"covering the background -m and operation of the MEGALUG system of restraint. Fax(254)629.8931 "Restraint Length Calculation"Software is available miiiiiii (800)433.1116 within US and Canada for PC/Windows applications.Support documenta- tion about the software can be found in"EBAA Con- contact@ebaa,com nections Bulletin PD-1 through PD-5". www ahaa tam ,Ar IIlkx ,all'111011a, S 3639Z1 Valve Box Top itivni ej ituk••• ....., Jr Product Number x o 00363912 xsi:5),4 _., Cal 1L ..‹.... N Design Features -Materials II Gray Iron(CL35B) -Design Load Heavy Duty FRONT VIEW ill -Open Area nia -Coating Dipped -, [Designates Machined Surface 1,1 111 11; — 1 4`c 0 Certification -ASTM A48 -Country of Origin:USA i BACK VIEW TOP VIEW 18" 1 1/8" 5/16" •ri, , A ' 1 i 11111111111111111111 ---- 1 " 0 12" Drawing Revision 11/7/2005 Designer: TCL 09/12112 Revised By:DAL 0 7 5/8" 07 Disclaimer V:eignis ilociktp dlmerietons anch /no/ 0 8'' i - ----., and dravanqs provided for V011r9uidanzQ. Vvre 4 9 ipserve the right is inodify speCifiCknans t.'llrici,,i 1 prior notice. GONFIDENTIAL:T'ns draydny is tne properly Qt EJ GROUP,Inc.,and einbodieS cenlieonislI,fflormation 3/8"—I'd 1—.0-- registered marks patents,trade aecrel information aitaka KPOW hov,mai is the pruneny or EJ GROUP Inc. CoPrricint 012 EJ GROUP,Inc All rights reseryncl, SECTION VIEW Contact SOO 626 4653 eiro.corn cilium, 'N\ MN oRDA Ill IRON WORKS EST,1803 800-626-4653 www.ejiw.com — MADE IN USA eJ111, PRODUCT NUMBER A/4,,-----3639A1-----\;• :. .. ,\c,„ DY/YR X \ 00363926 H" L CATALOG NUMBER 3639A1 u s t1/4 1 1 /2" RAISED --'',,,---,..„1--zit:-_-:-------- VALVE BOX LETTERING A COVER PLAN VIEW (FLAT FACE) LOAD RATING BOTTOM VIEW HEAVY DUTY COATING .-- 7 3/4" DIA -..-- DIPPED 1 " MATERIAL SPECIFICATION COVER — GRAY IRON ASTM A48 CL35B ) , 2 1 /2" ----.-- 6 1 /2" DIA -..-- 5"_ j .- 1 1 " SECTION VIEW OPEN AREA N/A / liMINIP 1 V/ 2" : - ' /-/ \ '4 DESIGNATES MACHINED Ijigr Ail, Q, ) SURFACE 1 " NNW DRAWN DATE 0-1 I 40 1 3/4" TCL 12/06/05 R 1 /2" R 2" tAST REVISED DATE GAD 5/04/09 PICKBAR DETAIL REFERENCE INFORMATION CONRDENTIAL: This drawing Is the PrePertY of Eget Jordan In Waft* inc. and embodies confidelttaf Information, trade eectitiffartnatkm, and,fo::know how,that la the F.Tperty of 4 ES-757DCDA/757NDCDA For Non-Health Hazard Applications Job Name Contractor Job Location Approval Engineer Contractor's P.O. No. Approval Representative Series 757DCDA, -__ 757NDCDA 1fr � Double Check Detector Assemblies Sizes:21/2"-10"(65-250 mm) ' - Series 757DCDA, 757NDCDA Double Check Detector Assemblies are used to prevent backflow of non-health hazard pollutants that are objectionable but not toxic,from entering the potable water supply system.The 757DCDA, 757NDCDA may be installed under continuous pressure service and may be 757DCDAOSY subjected to backpressure and backsiphonage. Series 757DCDA, 757NDCDA is used primarily on fire line sprinkler systems when it is necessary to monitor unauthorized use of water. ,,.. _ % Features; • '� r h • Extremely compact design • 70% Lighter than traditional designs • M► - • 304(Schedule 40)stainless steel housing&sleeve • Groove fittings allow integral pipeline adjustment • Patented tri-link spring check provides lowest pressure loss 757DCDABFG • Unmatched ease of serviceability •Available with grooved butterfly valve shutoffs • May be used for horizontal, vertical or N pattern installations • Replaceable check disc rubber Specifications The Double Check Detector Assembly shall consist of two1 - independent tri-link check modules within a single housing, ` r 'e • sleeve access port, four test cocks and two drip tight shutoff valves.Tri-link checks shall be removable and serviceable,with- out q the use of special tools.The housing shall be constructed of 4• ' 304 Schedule 40 stainless steel pipe with groove end connec- - tions. Tri-link checks shall have reversible elastomer discs and in 757NDCDAOSY operation shall produce drip tight closure against reverse flow caused by backpressure or backsiphonage.The bypass assem- - bly shall consist of a meter, which registers in either gallon or cubic measurement, a double check backflow assembly and required test cocks.Assembly shall be a Watts Regulator Company Series 757DCDA, 757NDCDA. Watts product spat�Technsi in U.S.customary units and mrighttric are hangs ate anareprovided for rnce only.For measurements, ® please contact Watts Technical Service.Watts reserves the to change or modify product design,construction,specifications,or materials with- out prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. Available Models Materials Suffix: Housing&Sleeve: 304(Schedule 40)Stainless Steel OSY- UL/FM outside stem and yoke resilient Elastomers: EPDM, Silicone and Buna-N seated gate valves Tri-link Checks: Noryl®, Stainless Steel _ BFG- UL/FM grooved gear operated butterfly valves Check Discs: Reversible Silicone or EPDM with tamper switch Test Cocks: Bronze Body Nickel Plated *OSY FxG- Flanged inlet gate connection and grooved outlet Pins&Fasteners: 300 Series Stainless Steel gate connection Springs: Stainless Steel *OSY GxF- Grooved inlet gate connection and flanged outlet gate connection Pressure — Temperature *OSY GxG- Grooved inlet gate connection and grooved outlet Temperature Range: 33°F- 110°F(0.5°C-43°C) gate connection Maximum Working Pressure: 175psi(12.1 bar) Available with grooved NRS gate valves-consult factory* Post indicator plate and operating nut available-consuft factory* *Consult factory for dimensions Approvals os1yo tyDimensions — Weight ea®Sp® ® °S 1048 864.5 (BFG&OSY only) —r if 111E1 Iv iiiii it'll C(open) , I� L 1 1 Mall 11%0 I 41 I H I I . 757DCDA, 757NDCDA SIZE(DN) DIMENSIONS WEIGHT A C D G H I J P 757DCDA 757NDCDA in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm lbs. kgs. lbs. kgs. 21/2 65 31 787 163/6 416 31/2 89 291/16 738 22 559 151/2 393 813/16 223 133/16 335 139 63 147 67 3 80 31"A6 805 18% 479 311/6 94 301/4 768 22% 578 17% 435 93/6 233 141/2 368 159 72 172 78 4 100 3311/6 856 223/4 578 4 102 33 838 24 610 181/2 470 915/16 252 153/6 386 175 79 198 90 6 150 431/2 1105 301/8 765 51/2 140 4434 1137 333/4 857 233A6 589 131/16 332 19 483 309 140 350 159 8 200 50 1270 373/4 959 611/6 170 541/6 1375 40% 1032 277A6 697 1511/6 399 213/16 538 494 224 569 258 10 250 571/2 1460 453/4 1162 83/6 208 66 1676 50 1270 321/2 826 17%6 440 24 610 795 361 965 438 w -- 1 w�� C ^ j f i—rl o 0:1_ I I ;iii,, .i_„ _��r l , -/Till-„_ it .. _, \�J. lsic A - F H I P 757NDCDABFG G SIZE(ON) DIMENSIONS WEIGHT A CJ P 757DCDABFG 757NDCDA BFG in. mm in. mm in. mm in. mm m. mm in. mm in. mm lbs. kgs. lbs. kgs. 21/2 65 28 711 8 203 31/2 89 297/ 5 . 379 813/6 223 13 330 70 32 78 35 3 80 281/2 724 85/i6 211 311/. i 16 779 22% 578 15'/16 233 1312 343 68 31 81 37 4 100 293/6 741 815/. 16 94 3115/6 811 24 610 161/4 412 915/16 56 75 34 98 44 6 150 361 I 254 5 127 433/6 1097 33% 857 191%6 500 131%6 332 141/2 .. . 171 78 8 1092 121% 311 612 165 51'/16 1297 40% 1032 235A6 592 151%6 399 183/6 462 275 125 Noryl®is a registered trademark of General Electric Company. Capacity Series 757DCDA, 757NDCDA flow curves as tested by Underwriters Laboratory per UL 1469, 1996. Flow characteristics collected using butterfly shutoff valves *=Rated flow **=UL Rated flow Horizontal --------- Vertical -----N- Pattern 2f" (65mm) 65mm 96 14 _ ) 6" (150mm) kPa psi * ** kPa psi ** mmillil 83 12 Vil 83 12 N 69 10 69 10 1114H 55 8 . 55 8 41 6 �` —.�� 41 6 284 2 _ 28 4 14 2 ���` 14 2 0 0 0 50 100 150 200 250 300 350 gpm , 300 600 900 1200 1500 ii 0 190 380 570 760 950 1140 1330 Ipm 0 1140 2280 3420 4560 5700 Ipm 7.5 15 fps 7.5 15 fps 2.3 4.6 mps Y.3 4.6 mps kPa i * 3" (80mm)** kPa psi 8"(200mm) 83 12 83 12 * ** 69 10ft111111...M. H N'' 69 10 - '� H 55 8N558 V41 6 .�� V41 628 4 ="= 28 4 I- - 14 2 'iii111111. 1 14 2 0 0 0 0 100 200 300 400 500 gpm 0 500 1000 1500 2000 2500 gpm 0 380 760 1140 1520 1900 Ipm 0 1900 3800 5700 7600 9500 Ipm 7.5 15 fps 7.5 15 fps 2.3 4.6 mps 2.3 4.6 mps kPa psi 4"(100mm) kPa 10"(250mm) * ** * ** 165 24 83 12 138 20 N 69 10 N 110 16 H 55 8 83 12 41 6 _ P0 V 28 455 8 - ''` 28 2 ...dap►MI �III —AIIIIIIIIIIIIIII 0 0 14 0 0 0 100 200 300 400 500 600 700 800 gpm . 0 380 760 1140 1520 1900 2280 2660 3040 Ipm 0 00 1000 1500 2000 2500 3011 •I 'pm 7.5 15 fps . 1900 3800 5700 7600 9500 11400 13311 im 2.3 4.6 mps 7.5 fps 2.3 mps B. Af. *vt® Series MEGAFLANGE' Restrained Flange Adapter U.S. Patent Nos. 4627774 and 5071175 Features and Applications: • MEGAFLANGE adapts and restrains plain end Olio* Ductile Iron, PVC,Steel and HDPE pipe to flanged pipe or fittings,where the flange conforms to ANSI/AWWA C111/A21.11 with flange surface I�hlli facing in accordance with ANSI/AWWA C207 of ase 111 the latest revision. • Meets ANSI B16.5 Class 150/125 drilling pattern. nlDl�l • Flange Bolts are zinc coated,fastener class WN al coated bolts or stainless steel bolts are available NNW • Not for use on plain end fittings • MEGA-BOND®Restraint Coating System Series 2106 on Ductile Iron Pipe • For more information regarding MEGA-BOND, refer to our web site @ www.ebaa.com • Minimum 2 to 1 Safety Factor ow Mor • Fully Restrained • Constructed of ASTM A536 Ductile Iron pl),Ilo( • UL listed on sizes 3 inch through 12 inch "SI Ali' • FM approved on sizes 4 inch through 12 inch on C900 Class 150 and Class 200 PVC Pipe • Pipe can be cut to length in the field IIIIII�II� • Joint deflection up to 5° • Easy dismantling allows fast removal of valves, meters or fittings for replacement or repair Series 2106 on C900 PVC Pipe = �° For use on water or wastewater pipelines subject to hydrostatic pressure and tested in accordance with either AWWA C600, C605 or ASTM D2774. Sample Specification Restrained flange adapters shall be used in lieu of threaded or welded flanged spool pieces.Flanged adapters shall be made of ductile iron conforming to ASTM A536 and have flange bolt circles that are compatible with ANSI/AWWA C110/A21.10(125#/Class 150 Bolt Pattern). Restraint for flange adapter shall consist of a plurality of individual actuated gripping wedges to maximize restraint capability.Torque limiting actuating screws shall be used to insure proper initial set of gripping wedges. • The flange adapters shall be capable of deflection during assembly or permit lengths of pipe to be field cut to allow a minimum 0.6 inch gap between the end of the pipe and the mating flange without affecting the integrity of the seal. All internal surfaces of the gasket ring(wetted parts)shall be lined with a minimum of 15 mils of fusion bonded epoxy conforming to the applicable requirements of ANSI/AWWA C213.Sealing gaskets shall be constructed of EPDM.The coating shall meet ANSI/NSF-61.Exterior surfaces of the gasket ring shall be coated with a minimum of 6 mils of fusion bonded epoxy conforming to the applicable requirements of ANSI/AWWA C116/A21.16. Restraint Ring coated with MEGA-BOND®Restaint Coating System More Inforamtion regarding MEGA-BOND can be found at www.ebaa.com. Pressure ratings shall be a minimum of those shown in the table within current brochure. The flange adapter shall be the Series 2100 MEGAFLANGE®Restrained Flange Adapter as produced by EBAA Iron,Inc.or approved equal. 0515-2.5-R Copyright 2015©EBAA Iron,Inc 1 Series 2100 Submittal Reference Drawing -41 N -- - •- M --. ♦ == 1 ,..-r,-7 I.L II V 0P 0K .1--C--0- OF 0B 0G 0X Restraint Ring Gasket Ring Bolts Assembly Ship Nominal Series - -- - - - L Deflection Weight Pipe Size Number K F C F B G No. Dia. Length X MAX. Degrees M p* (lbs.) 3 2103 7.5 41 2.2 4.1 4.3 4.9 4 3/s` 51 6.00 0.7 5.0 4.0 9.2 14 4 2104 9.0 4.9 2.2 4.9 5.4 6.0 8 5/8 51/1 7.50 0.6 5.0 4.0 10.0 20 6 2106 11,0 7.0 2.3 7.0 7.5 8.1 8 4 6 9.50 0.8 5.0 4.3 12.1 32 8 2108 13.5 9.2 2.4 92 9.8 10.4 8 3/4 6 11.75 0.9 5.0 4.5 143 38 10 2110 16.0 11:2 2:5 11.2 11.8 12.4 12 7/8 71/2 14.25 1.0 3.0 4.7 16.3 65 12 2112 19.0 13.3 2.5 13.3 13.8 14.4 12 7/8 71/2 17.00 1.0 3.0 4.8 18.4 73 14 2114 21:0 15:5 2.5 15.5 16.1 16.9 12 1 8 18.75 1.3 2.0 5.0 20.6 89 16 2116 23.5 17.6 2.5 17.6 18.2 19.0 16 1 8 21.25 1.3 2.0 5.0 22.6 109 18 2118 25.0 19.7 2.6 19.7 20.2 2L0 16 1% 8% 22.75 1.3 1.5 5.1 24.7 134 20 2120 27.3 21.8 2.6 218 22.4 23.2 20 1% 8% 25.00 1.3 1.5 5.1 26.8 157 24 2124 320 26.0 2.6 26.0 26.7 27.5 20 11 8% 29.50 1.3 1.0 5.1 31.0 192 30 2130 38.5 32.2 3.3 32.2 32.9 34.1 28 11/4 11 36.00 2.0 1.0 6.0 38.8 296 36 2136 45.5 38.5 3.3 38,5 392 40.4 32 1% 10/2 42.75 2.0 10 6.0 44.6 426 42 2142 52.3 44.7 4.1 44.7 45.8 47.0 36 1% 12 49.50 2.0 1.0 8.0 50.8 642 48 2148 58.8 51.0 4.1 51.0 521 533 44 1% 12 56.00 2.0 1.0 8.0 57.1 797 Minimal Distance * The P dimensions is measured with torque limiting nuts twisted off. Nominal Required To Install MEGAFLANGE TESTING RESULTS Pipe Size N PVC TESTING 411: 3 4.75 • Quick Burst Test 4 4.56 • DR18 tested to 755 PSI 6 5.00 • DR14 tested to 985 PSI 8 4S8 • Long Term Pressure Test 10 6.31 • On DR18 PVC pipe at 615 PSI for 1000 hours without failure APPROVED 12 6.25 • Cyclic Pressure Test • DR18 tested from 94 to 188 PSI for over 1,000,000 cycles 14 6.62 16 6.56 DUCTILE IRON AND STEEL TESTING 18 6.94 • Leakage Test(one minute required) 20 6.81 • Tested to twice rated pressure without leakage 24 6.62 UL • Hydrostatic Test(one minute required) • 3 inch though 6 inch sizes tested to 5 times rated pressure 30 8.88 • 8 inch and 10 inch sizes tested to 4 times rated pressure 36 8.12 • 12 inch size tested to 3 times rated pressure 42 9.38 • Flexural Test 48 9.25 • Tested to withstand a bending moment based on requirements of NFPA 12-1991 "Standard for Installation of Sprinkler Systems" Note: Dimensions are in inches and are sub ect to chane without notice.All Dimensions are± 1% t C900/C905 PVC Pipe IPS PVC Pipe* Ductile Iron Steel Pipe* DR14 DR18 DR25 DR32.5 SDR17 SDR21 SDR26 Pipe Pipe Pressure Pressure Presse Presure Pressure Pressure Pressure Pressure Pressure Size (PSI) (PSI) (PSI) (PSI) (PSI) (PSI) (PSI) (PSI) (PSI) 3 350 350 - - - 250 200 160 " 4 350 350 305 235 165 - 250 200 160 6 350 350 305 235 165 - 250 200 160 8 350 350 305 165 - 250 200 160 10 300 350 305 235 165 - 250 200 160 12 350 350 305 235 165 - 250 200 160 14 350 - - 235 165 125 - 16 350 - - 235 165 125 - - 18 300 - 235 165 125 20 250 - 235 165 125 - - - 24 200 - 165 125 - - - 30 150 _ - 36 150 _ _ 42 150 - 48 150 _ Transition Gasket Require• NOTE: For Application on HDPE pipe see EBAA's HDPE Restraint Catalog Sheet MEGAFLANGE Components The Series 2100 MEGAFLANGE restrained flange adapter is comprised of two rings. The first is the restraint ring which incorporates wedges around the circumference of the ring to grip the pipe firmly and securely. The wedge style restraint offers enormous pullout strength - when compared to set screw restraints. The resiliency of the wedge style restraint allows the MEGAFLANGE to withstand severe moment loads. The restraint ring and it's sub-components - are protected from corrosion by the MEGA-BOND®Restraint Coating System. For more information regarding MEGA-BOND see our MEGA-BOND Brochure found at www.ebaa.com. The second ring is the gasket ring which separates the seals dedicated to each sealing surface. This ring allows pipe to be cut to lengths in the field at a tolerance of 0.6 inch or more. In addition, the gasket ring also enables the joint to deflect during assembly. The gasket ring is coated with a NSF 61 approved Fusion Bonded Epoxy (FBE) so that it may be utilized on potable drinking water systems. DEFLECTION Traditional flanged joint connections require a tremendous amount of torque on the bolts to achieve a good seal. The pipe layout must be precisely planned to avoid misalignment errors • due to deviations in appurtenances of pipe fabrication. ' The Series 2100 MEGAFLANGE is a speedy, on-site fabrication tool which is generous in its deflection limits, from 0.5° to 5° depending on pipe size. The deflection capabilities provided by the gasket ring allow offset of almost nineteen inches of an eighteen foot length of pip through the eight inch size. i.,ai,s„i„y anis pipe. I[iv IVICIa/irL u'1uC Li-VV rim lb'C NUC1pLeI, ,ILC,'+ 1111;11 1.111UUg11 1L IIIUI1f , Ib UCJIgiICU IUI use on ductile iron pipe, PVC (C900 & IPS O.D. (ASTM D2241)) pipe, and steel pipe. Check to see if the spac- ers under the screws are in place. If the pipe is ductile iron or C.I. 0.D. PVC (C900) DO NOT REMOVE THE SPACERS. If the pipe is steel or IPS 0.D. PVC, REMOVE THE SPACERS (sizes 4 inch through 12 inch). The 3 inch size is designed for use on ductile iron, IPS 0.D. PVC pipe. Sizes 30 inch and larger are designed for ductile iron pipe only. There are no spacers on the 3 inch and the 14 inch and larger sizes. Off - / dr) O / LL ` _ 2. Cut the pipe to the required 3. Lubricate and place the EBAA- 4. Place the 0-ring into the groove length. Clean the end of the pipe SeaITM Gasket on the clean of the 2100 Gasket Ring. (This for a length approximately one pipe following the restraint ring. step may have been completed foot using a wire brush if need- (USE A TRANSITION GASKET at the factory, check Gasket ed, removing all excess paint IN PLACE OF THE EBAA-SEAL Ring to see if 0-ring is already in and foreign material. Also clean GASKET FOR STEEL AND IPS. place.) Place the Gasket Ring on the opposing flange to be con- O.D. PVC PIPE.) the pipe with the 0-ring facing nected to the 2100. Place the the pipe end and the gasket 2100 restraint ring on the clean recess facing the EBAA-Seal (or pipe with the lip facing the plain transition) Gasket and restraint end. ring. : ig,ik. •e--•, -- - 0 mow.. .:, -. ..0 ir e • 5. Bring the pipe and flanges 6. Insert and tighten all flange 7. Tighten the actuating screws in together within the maximum bolts. Torque all flange bolts an an alternating manner until all assembled deflection and max- alternating manner to the value wedges touch the pipe. Con- imum allowable gap "L"to the listed in Table 1.1. Be sure to tinue tightening the nuts in an flange face. Slide the gasket ring, make any necessary joint de- alternating pattern until all the gasket and restraint ring until flection before tightening the torque-limiting nuts have been contact is made with the oppos- actuating screws. Joint deflection twisted off. ing flange. should not exceed the maximum Table 1.1 Flange Bolt Torques allowable deflection. Be sure >eltTorque Plpe Size fft Is. that deflection of the joint does 3 45-60 • not cause the end of the pipe to 4-6 75-90 be separated from the opposing 8 24 90 110 30-48 110-130 flange more than the maximum II'+ allowable gap "L". EBAA IRON Sales, Inc, 8. If removal is necessary, utilize the % inch P,O,Box857,EaSOand,TX76448 -. - hex head provided. For reinstallation, Tel:(254)629.1131 . �, repeat steps 2 through 7, torquing the Fa>L(254)629.8931 actuating screws to 70 ft-lbs or until the (g00)433.1716within USand Canada •. . hex heads bottom out on the spacers or •`�' r-. ,: ` '` gland. contact@ebaa,com www_ehaa_ nm . r " SUBMITTAL INFORMATION "f';j° F A `►till �" Restraint Series UFR1390-C-x-I for C900 PVC and �" 40 Ductile Iron Pipe SERIES 1390-C RESTRAINT DEVICE FOR C900 PVC AND DUCTILE IRON PIPE PIPE BELL JOINTS CAST SIZES 4"- 12" 1300 SPLIT RESTRAINER 1390 ASSEMBLY 1300 UNIT(SPLIT RING) 1300 UNIT(SPLIT RING) -AIA--- RESTRAINER RESTRAINER �, C RESTRAINING 1 &(E) \\ /// BC MAX ili Il n n i �ipl 'it ► I1VuI���iiI!IV;II�Ilallu���l��l���i ,IJIV�J lul4�l'lNll d�41 al\I�IN B ►— -----; -----ill 111 BC MIN `;,,�` ` l ����` O\\\ GRIP P PIENS TO i \ I i —11'1 -0 PIPE SPIGOT PIPE BELL CLAMPING BOLTS (F)&(G) NOM PVC PIPE WITH RESTRAINING DI PIPE OD B C RODS CLAMPING BOLTS PIPE STYLE 1390-C i SUBMITTED SIZE APPROX MAX NO. SIZE No. SIZE ITEMS OD CATALOG No. D E F G 4" 4.80 UFR1390-C-4-I 1-1/8" 9-1/8" 12" 2 3/4"x 17" 4 5/8"x 3-1/2" 7.50" 7.14" 6" 6.90 UFR1390-C-6-I 1-1/8" 11-1/8" 13" 2 3/4"x 17" 4 5/8"x 3-1/2" 9.50" 9.14" 8" 9.05 UFR1390-C-8-I 1-1/4" 14-5/8" 15" 2 3/4"x 17" 4 3/4"x 4" 12.98" 11.36" 10" 11.10 UFR1390-C-10-I 1-3/8" 16-5/8" 16" 4 3/4"x 24" 4 7/8"x 5" 15.00" 13.50" 12" 13.20 UFR1390-C-12-I 1-3/8" 19-1/4" 18" 4 3/4"x 24" 4 7/8"x 5" 17.62" 15.62" FEATURES • 4" - 12" Sizes: Cast Ductile Iron per ASTM A536 Grade 65-45-12. • 360° contact and support of the pipe wall. • Restraining rods are high strength, low alloy steel per ANSI /AWWA C111 /A21.11. • Rated at full rated pressure of any class of PVC Pipe, minimum 2:1 safety factor. • Ductile Iron Pipe shall have the following pressure ratings: 4" through 8" = 250 PSI 10" and 12" = 200 PSI. • Black E-coat epoxy-coated • The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications,are subject to change without notice. Please verify that your product information is current. The Ford Meter Box Company, Inc. Submitted By: F ORD P.O. Box 443,Wabash, Indiana U.S.A.46992-0443 UN ,b GE Phone:260-563-3171 / Fax:800-826-3487 Overseas Fax:260-563-0167 http://www.fordmeterbox.com 08/03/09 0 577-WA - 2–Ton Lift Anchor (1 Each Corner) Spring Assisted Galvanized Diamond Plote Door w/Locking Latch Optional–Nonslip Door 2–Ton Lift Anchor TOP (4 Places in Top) _~'7* -r 1'-0" (Location of Ladder may vary) t% - iiiiiSiii:. Note: FDC gthrough sidewolfas shown for illustraexitintion , .., 1 ,, ,k10,„ 2 7.-0" !.11 18" x 24" Knockout (2 Each Side, 2 Each End) I\ , , BASE u�. �� No.577-B �� \ /I/i% 6,230 lbs. • .. j 6'-0" /I/I/ tat ® - 1 , I ,` 4" DCV / DCDV i' x./"'17`' ''mt ) ' -`® • ,...., 40 7-0" / 8" Dia. Knockout .7 (2 Each End) // 4,_8„ Optional–Preassembled 12" Dia. Sump backflow device 1 r ,_......-i 1 _i_ _ — —o — _r_ — - r �r I I I j 181 e i, ,,, `'"` �'� lel �� I I e �, t I I ■■■ -_- ■■■ r ■■■ ■1:■ - ,I ■■■ - ■■■il < I ■■■ ■k.■ [ 0 - L — 332P 1110 _' p 1 II I r I go - I I CENTER a Y� PLAN OFFSET — 1 —L�J1 -Tr • " SIDE END Note: Designed for 0 to 5'-0" of Cover 577-WA 577-WA 0Oldcastle Precast File Name:020-577-WA DCV/ DCDV PO Box 323,Wilsonville,Oregon 97070-0323 Issue Date:2016 BACKFLOW DEVICE VAULT Tel:(503)682-2844 Fax:(503)682-2657 oldcastleprecast.com/wilsonville 3.0