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SS9901-SP050225
'tJGHES Submittal Data For: Can Fer Construction Co. 600 Deforest Rd. Coppell, TX 75019 Contract Name: Deforest Lift Stations Coppell, TX 8 Revis~ & Resubmit resl~onsibilit!, for any error or devia~on from comr,;c: requirements. CAN-FER CONSTRUCTION ~y__~_/.L _o,,,_._~-.~s-~,,.t-- ..... SHOP DPAWING REFERENCE NO. oz/- Y~ - O ~ ~m_- C Reiec~r.d - UGHES SUBMITTAL DATA - TABLE OF CONTENTS SECTION #1 - PIPE & FITTINGS 12" C900 DR14 24-30" SDR26 SWR PIPE TYTON JOINT DIP FABRICATED PIPE Cl10 FLG FITTINGS C110 MJ FITTINGS MEGALUG ACC. DIAMOND DIAMOND US PIPE C & B PIPING VARIOUS VARIOUS EBAA SECTION #2 - MISCELLANEOUS SERIES 400 COUPLINGS FLG COUPLING ADAPTERS FLG ACC SETS FLOOR DRAINS YARD HYDRANT WALL PIPE SEALANT ROMAC SMITHBLAIR STANDARD HARDWARE JAY R SMITH JAY R SMITH LINK-SEAL ' IGHES SECTION #1 - PIPE & FITTINGS 12" C900 DR14 24-30" SDR26 SWR PIPE TYTON JOINT DIP FABRICATED PIPE C110 FLG FITTINGS Cl10 MJ FITTINGS MEGALUG ACC. DIAMOND DIAMOND US PIPE C & B PIPING VARIOUS VARIOUS EBAA TYTON JOINT® Pipe 4" -64" Ductile Iron For Water and Wastewater, Fire Protection and Industrial Applications 3003 Edition NSE TYTON JOINT®Pipe TYTON JOINT~ is U.S Pipe's trademark lot pipe with a push on type connection. Simplicity, sturdiness and water-tightness of the system are built into the syste~n by design. Taking advantage of a background of more than 100 years e×perience with pipe aim pipe connecting systems, U.S Pipe made a thorough study of existing joining systems and requirements of pipe users. The resuhs of this study showed the need fo~ a simple, economical and reliable method Gl assembling pipe. A m~mbe~ ot new desig~m were dev~ed. A rigorous mstb~g process resulted in fl~e selection of the ~TON JOINT Pipe System. After selection of the system, TYTON JOINT Pipe were then suhjected to further testing designed to simulate extreme installation and service conditions wblch might be encoumered in the field, h was only after these tests proved completely satisfactory and were confirmed by Iield installations thai the decision was made to market TYTON JOINT Pipe in 1955 Convir~cing proof Gl its wide acceptance is shown by the fao that more than 95% of the p~pe now sold by this company is TYTON .JOINT Pipe The TYTON~ Gasket a circular rubber gasket whkh has a ~T~oclified bulb shape in tross section~is lhe orgy ANSI/Akk~¥A C111/A21.1 ] &~bber ~ar~etjoiz~foz ~UCtlJp-]FOn Pzo~ure Pipe and Fittings. (~omposition and ensure a water tighl and tasting seal. The standard TYTON Gasket is manulactured of SBR - styrene butadiene rubbe~ Gaskets of special elastomers may be ordered lot special apptications. The gasket contour arid troll socket contour ensure that the gasket will remain seated during proper assembly ot the pipe The plain end of the pipe is furnished beveled to ease assembly Because TYTON JOINT Pipe assembles so easily. not water tight. More tban 40 years of successful experience have proved its sealing capabilities Hydrostatic tests have shown that the system will withstand pressures ~ar in excess Ductile Iron TYTON JOINT Pipe are centrifugally cast in metal molds in accordance with ANSI/AWWA C 151/A21 51 Ductfi~ Iron Pipe. C~ntrifu~,ally Cas! For Water: TYTON JOINT Pipe. sizes 4" 16." is UL listed and FM approved The asphaltic outside coating is in accordance with ANSI/AWWA C151/A21.51. The cennent mortar lining and htside coating ~e b~ accordance ~fl~ ANSI/A%~A C104/A21 4 Cement Mortar ZJnJl?~' /Of Ductile Iron ~ipe and~Rtingr h;r [&~ter. Special linings and/or coatings can be h~rnished for specific conditions. Sizes 4" through 42" me furnished in nominal 18 foot laN4ng lengflns. ~ims 48" through g4" m'e furmshed in nominal 20-/oo~ laying lengths. As specified in ANSI/AWWA C151/A21.51, pipe weights have been calculated using standard bah'el weights and weights of bells being produced. When 3Giro ~estraint is required [o~ push-on .joint Npe, two oplions are available from U.S. Pipe. For joint restraint of 4" duough 24". FIEkD LOK 350® Gaskets may be used. FIELD LOK 350 Gaskets are rated lbr 350 psi in sizes 4" through24". In addition, bi4 through64 s~zes,~RFLEX Pipe and Finings may be used TR Fl.,EX Pipe and Fittings are rated foi working pressures fbr 350 psi in 4" through 24" sizes, 250 psi in sizes 30" through 48", and 200 psi in sizes 54" ~hmugh 64'. For higher pressure applications contacl your tJS Pipe ~epresentative Complete details on bolb FIELD LOK 350~ Gaskets and TR FLEXED Pipe and Fittings can be found ~m om website, www uspipe.com. If specifiers and users believe that corroswe soils will be encountered where our products are to be inslalled please refer to ANSI/AWWA C105~A21 5 Polyeth?e~:e TP 1 Assembly of TYTON JOINT® Pipe CAUTION: The inside of the socket, the gasket, and the plain end to be inserted must be kept clean through- out the assembly. Joints are only as water-tight as they are clean, if the joint is soroewhat difficult to assemble, inspect for proper gasket positioning, adequate lubrication, and foreign matter in the .joint. Figure 1 Insertion of Gasket i.e, mud, sand, cinders, gravel, pebhles, trash, frozen material, etc The gasket seat should be tbo~ oughly inspected t¢~ be cerlain it is clean. Foreign may cause a leak The gas ket must be wiped clean with a clean cloth, flexed, and then placed imo the socket with the rounded bulb end emering f'i[st Loopmg the gasket in lhe initial inserlion will facilitate seating the gasket heel evenly around the remlne~ seat Smaller sizes require only one loop For larger sizes, additional loops may be required: 42" through 54", four to six Ioopsl 60" and 64', six or more loops. When installing TYTON JOINT Pipe in subdmezing weatbeL lhe gaskets, prior to dtair use. musl be kept at a temperature ol at least 40°F by suitable meat~s, such as storing in a heated area cn keeping them immersed in a tank of warm wate~ If the gaskets are kept in warm water, they should be dried bethre placing in the pipe socket. Figure 2 Application of Lubricant A thin film of TYTON JOINT~ Lubricant should be applied to the inside su] face of Ihe gasket, which wiI] come in contact with the plain end of the pipe. Spray-on lubricants should not be used as it may nol provide sufficient lubricity. The plain end of the pipe must be cleaned of all for eign matter on the out side from the end lc) the stripes. Frozen materials may cling to the pipe in cold weather and nqust be removed A thru film of lubricant is applied to the outside of the plain end for about 3" back fi'om the end. ~o not allow the plait] end to touch the ground or trench side afte~ lubricating since f~relgn maUm may adhere to the plain end and cause a leak Figure 3 Initial Entry of Plain End in Socket Tbe plain end of Ihe pipe should be aligned and carefully entered into tfle Figure 4 Completely Assembled Joint Joint assembly shcn fid be completed hv lotting the plain end ~-~-- -~ of the entering pipe ,, past the gasket (which is thereby compressed) until the stripe vvfll have disap- and the front edge of dqe second stripe will be approximately flush ~vith the belJ face. If assembly is not accomphshed with the application of reason- able torte by the methods indicated, the plain end of the pipe should be removed to check for the proper positioning of tile gasket, adequate lubrication, and removaJ of foreign matter in the joint *NOTE: When usbag FIELD LOK 350® Gaskets or pipe with specia} li~ttngs, assemble the joint until the inside edge of the tn-st painted st~'ipe (or thc assembly m~'k) is flush with the bell face TP 2 Assembly of TYTON JOINT® Pipe (Continued) Procedures outlined in figures 1-3 on page TP 2, showing the assembly of TYTON JOINT® Pipe, should be followed before proceeding with the methods shown below. Backhoe Method of Assembly A backhoe may be used to assemble pipe ol intermediate and larger sizes. The plain end of the pipe should be care f~flly guided by hand into the bell of tim previously assem- bled pipe, The bucket of the backhoe may then be used to c~-efuliy push the pipe until fully seated. A timhe~ header should be used between tbe pipe and the backhoe bucket to avoid damage to the pipe. ~gudon. Avoid "slamming" ll~e pipe home to prevent damage to lining material inside the bell at the back of the socket Crowbar Method of Assembly Smaller sizes of pipe may he assembled using a crowbar as a lever and pushing against the face of Ihe bell Come-along Method of Assembly Installers may prefe~ to use come alongs to assemble pipe of all sizes Two (2) 3/4 ton chain hoists. 24 feet of chain and ~wo (2) bell choker slings for 4" 24" sizes or two (2) 1 1/2 ton (ndnimum) cbain hoists for 30" 64" s~zes Alternate Method of Assembly TYTON JOINT Pipe is to use a backhoe to push against th~ I~ce of the bell end of the pipe to be assembled. Occasionally, line writh the pipe and it is, therefore, difhcult to develop chain or cable is hooked around the bell of the previously laid pipe The spigo~ eud ol the pipe to be assembled is fiist inserted as far as possible inlo the bell end of the previously end of the pipe to be laid One such rigging is made h'om a tong cable with a choker on one end and a chain grab hook on tbe other end with a sliding choker hook between the two other hooks. ~ second seclion of tbe rigging is a shorter chain with a wide throat hoisting book on one end Tbe cable is first "choked around tbe bet1 of the previously laid pipe using the fixed choker book ~be chain is booked into the bell end ol the pipe to be laid. The cable is hooked to the chain with the grab hook The connected length of tl~e rigging can thus be adjus[ed with ~he connection between the cable grab hook and tbe cbain T ~e pipe assembly is made by lifting up on the sliding choker book. Note: This mit od s~ould not be employed when installing FIELD LOK 350® Gaskets since alignment of the joinl cannot be assured For the proper installation pracbce, refer ~o U.S. Pipe Brochure (BRO 080), F/ELD LOK 3~ Gasket ~int Re,q~aim fo~ 4" 24" Ductile/ton Pipe For [4~stvwate~; F~)~ ~-m~tJon snd ~dusu-ia] App]]cstiom few rules of thumb: Angle 'A' should be no gleate~ than 15 degrees. Angle 'B' should be h'om 45 to 60 degrees. Tile sliding choker book should be located ffonq 2 to ~ f~el troin the bell of I he previously laid pipe. 1-~ iai assemlfly may be made to get a "feel" for the correct amount of slack Io be left in the rigging and the proper A f~w precautions: i The smallei the angle 'A'. the larger will he the assembly Force and the tension in tbe rigging. The assembly force and th~' tension will generally range from 2 to 10 times tile weight of tine pipe being assembled These forces are at a maxn7mm when the assembly is bottomed out and lift is still being applied lo the rigging To minimize the loads on the rigging, it is recommended that the assembly be made slowly and the assembly stopped as soon as the }oint is bouomed out. 2 Tbe rigging should be properly designed to accommodate the diameter, length, and weight of the pipe on the,lob and the loads previously described TP 3 Assembly of TYTON JOINT® Pipe (continued) Field Cut Pipe Figure 11. When pipe are cut in tbe field, the cut end may be readily conditioned so that it carl be used to pnake up the next .joint. The outside of the cut end should be beveled with a porlable grinder about 1/4 inch at an angle of about 30 degrees (Figure IlL This operation removes any sharp, rough edges which otherwise might damage the gasket. VV'ben Ductile h-on pipe 14" and largel is to be cul in tbe field, tile material should be ordered as "GAUGED FULL LENGTH." Pipe Ihat is "gauged full length" is specially marked to avoid confushm. The ANSI/AWWA standard for Ductile Iron pipe reqmres faOory gauging of the spigot end Accordingly, pipe selected for field cutting should also be field gauged in the location ot the cut and ensmed to be within the tolerances shown in Table 1. In the field a mechamcal joint gland can be used as a gauging device. When necessary, pipe rna? be rounded tn accordance with LJ.~ Pipe's Brochure. ffecommend~'d ~ethocts ~d ] 4 ].d~ 4nd L;~ ' Diamete~ ~u~tj](' ho~ Pipe. Table 1 Suitable Pipe Diameters [bt Field Cuts and Restrained Joint Field Fabrication. Nominal Pipe Min. Pipe Max. Pipe Min. Pipe Max. Pipe Size Diameter Diameter Circumference Circumference In. In. In. In. In. 4 474 4.86 14 29/32 15 9/32 6 684 6.96 21 b2 21 7/8 8 8.99 911 28 1/4 28 10 I1.04 11.16 34 n/~a 35 12 13.14 13.26 41 9/s2 41 21/32 14 1522 15.35 47 13//t, 48 7/32 ~.~16 17.32 17.45 54 13.'32 54 18 1942 19.55 61 61 2152 21.65 67 ~!~/32 68 )~04 25 72 25.85 80 lam; 81 7/32 ~-'~30 31 94 32.08 100 u..32 100 25:32 36 3824 38.38 120 l/~ 120 42 4444 4458 /39 ~/8 140 48 50.74 5088 159 ~:~/32 159 27/32 54 5746 5760 180 17/32 180 31/32 60 61.51 61.65 193 ~/4 193 64 6557 6571 206 206 TP 4 Bell Dimensions of Ductile Iron TYTON JOINT® Pipe NOTE: Aclual bell configuration may vary fi-om igustralJon shown Size 10 12 14 18 ~7~ 2O 24 ~'~ 30 36 42 48 54 60 64 *Sut~iec( to manufacturing tolerances A Pipe O.D. 4.80 690 9.05 lll0 13.20 1530 17.40 19.50 21.60 25.80 32.00 38.30 44.50 50.80 57.56 61.61 65.67 Dimensions of Bells* B Bell O.D. 652 8.66 1082 12.91 1505 1762 19.74 21.86 23.98 2816 3540 4184 49.36 55.94 6338 67.38 7156 C Socket Depth 3.15 3.38 3.69 375 3.75 5.00 5 00 5.00 550 5.95 6.55 700 7.90 8.60 9.40 10.10 10.65 Dimensions in inches. TP 5 Standard Pressure Classes of Ductile Iron Pipe Nominal Thickness Ior Standard Pressure Classes of Ductile h'on Pipe Outside Diameter in. 3 4 4.80 6 6.90 8 9.05 10 11.10 12 13.20 14 15.30 16 1740 18 19.50 20 2160 Pressure Class* I zoo I I 3oo Nominal Thickness - in. 24 25.80 30 32.00 36 38.30 0.38 42 44.5 0.41 48 0 46 54 57.56 051 ~ 61.61 054 65.67 0.56 0.25** 0.25** 0.25** 0.25** 0.26 0.28 0.28 030 0.31 0.30 032 0.34 -- 0.31 0.34 0.36 _ 0.36 0.38 0.33 0.40 0.43 038 0.42 0.45 0.49 0.42 0.47 0.51 0.56 047 0.52 0.63 052 058 0.70 0.58 065 0.72 0.79 061 068 0.76 0.83 0.64 072 0.80 0.87 * Pressure Classes are defined as the rated water pressure of the pipe in [)si. The Ihicknesses shown are adequate for the rated water working pressure plus a surge allowance ot ]00 psi Calculations ale based on a nlinilnum yield strength of 42.000 and a 2.0 safety factor tbues tbe sum of die working p~essure and ] 00 ps~ singe allowance Calculated thickness Ior these sizes and pressure ratings m'e less than those shown above Presently these ale the lowest nominal thicknesses available in these sizes *** Dimensions and weights of Special Classes (Thickness Classes) are found on pages TP 9, TP 10, & TP 11 NOTE: Per ANSI/AW~IA C150/A21 50 the thicknesses above il~clude the 0.08" service allowance and the casting toleiance listed below by size ranges SIZE {Inches) CASTING TOLERANCES {Inches} 3 8 005 10 12 (].06 14 - 42 0.07 48 008 54 - 64 0.09 TP 6 Thicknesses, Dimensions and Weights of Ductile Iron TYTON JOINT® Pipe Thicknesses al~d dimenslolls of 4" thlough 64" Ductile Iron pipe contorm to AN 8I/AWWA C 151/A2 ] 51. Weights may vary from the standard because of differences in bell x~eights 18-Foot Laying Length Size PresSure Outside Weight Per I Avg. Weight Inches ClassX,,, Thickness Diameter* Lengtht Per Foot~/ Inches Pounds 4 350 0.25 4.80 205 11.4 6 350 0.25 6 90 305 16.9 8 350 0.25 9.05 400 22.2 10 350 0.26 1110 515 28.6 12 350 0.28 13.20 660 36.7 14 250 028 15.30 780 43.3 14 300 0 30 15.30 835/ 46.4 14 350 031 15.30 8~3 47.8 16 250 0.30 17.40 //'950 52.8 16 300 0.32 17.40 / 1010 56.1 16 350 0.34 . 1740 / 1065 59.2 18 250 031 b9,.50// 1095 60.8 18 300 0.34 1 ~,, t 195 66.4 ~8 350 0.36 /4950N 1260 70.0 20 250 0.33 / 2160 '~ 1285 714 20 3110 0.36 / 21.61/ 'N 1395 77.5 20 350 0.38/ 21.~0 X ~465 81.4 24 200 0/2'3' 25.80 NqS50 86.1 24 25I) //0.37 25.80 1~/~5 95.8 300 /- 0. 0 2580 24 350 / 0.43 25.80 t985 X 110.3 30 150/ 034 3200 2005 ~ 111.4 30 ~ 0.38 32.00 2220 \ 123.3 30 /250 042 32.00 2435 k 135.3 30 / 300 0.45 32.00 2600 N 144.4 30 / 350 0.49 3200 2815 X~56A 3~' 150 0.38 38.30 2680 1x4~.9 ~6 200 042 3830 2940 163)~ 36 250 0.47 38.30 3265 181 4\ 36 300 05I 38.30 3525 195.8 36 350 0.56 38.311 3845 213.6 TP 7 Thicknesses, Dimensions and Weights of Ductile Iron TYTON JOINT® Pipe Thicknesses and dimensions of 4" through 64" Ductile [rim pipe conform ~o ANSi'AWWA C 1 fl/A21 51 Weights may vary from the standard because of differemes in bell ~reights. Pr~es re 18 Foot Laying Length Size Outside Weight Per I Avg. Weight Inches Cla~s% Thickness Inches Diameter* LengthJ' Pounds~ Per Foot'i'1' 42 150 ~X 041 44.50 3480 193.3 42 200 NXNx 0.47 44.50 3945 219.2/ 42 250 0.52 44.50 4310 23.924 42 300 '"N 057 44.50 4685 /260.3 42 350 "8x63 44.50 5135 ,/' 285.3 Lay, thg Length 48 150 0.46 X, 50.80 492,,3'0 246.5 48 200 6.52 '~ 50.80 /5505 275.3 48 250 0.58 X,., 50.80 //' 6080 304.0 48 300 064 X[40.80 /' 6650 3325 48 350 070 5~,0 // 7220 361.0 54 150 0.51 57.~ 6520 326.0 54 200 058 r9(56 "N 7280 364.0 54 250 0.65 //5756 x 8035 401.8 54 300 072 ,// 57.56 ~ 8795 439.8 54 350 0.79 // 57.56 N 9550 477.5 60 150 0.54 '// 61.61 "g, q301 375.0 60 200 0.~/ G1.61 83N~6 415.0 60 250 /0~68 6] .61 9126~ 456.3 60 300 ~// 0.76 61.61 10056 XN 4578 60 350 / 0.83 61.61 I0861 k 543.0 64 150 ,// 056 65.67 8303 x, 415.2 64 200`// 0,64 65.67 9293 X~ 464.7 64 ~ 0.72 6567 10283 N, 514.2 64 `//300 0.80 6567 11268 N563.4 64 / 350 0.87 65.~7 ~z} 13 ~067 ,/ TP 8 Thicknesses, Dimensions and Weights of Ductile Iron TYTON JOINT® Pipe Thickness Class Thicknesses and dimensions of 4" through 64" Ductile Iron pipe conf{-,'m to ANSI/AWWA C151/A21.51. ' from the standard because ol differences in bell weights 18-Foot Laying Length Size Thickness Outside Wotght Per I Avg. Weight Inches Class Thickness Diameter* Length? Per Foot~ Inches Pounds 4 5,! 0.26 4.80 215 11.9 4 52 0.29 4.8(/ 235 13.1 4 53 0.32 480 260 14,4 4 54 035 4 80 280 15.6 4 55 0.38 480 300 16.7 4 56 ", 041 4.80 320 17.8 6 50 ', 0.25 6.90 305 16.9 6 51 '0~28 6.90 335 ,, 18.6 6 52 0.~'1, 690 370 ,/ 20.6 6 53 0.34 'x, 690 49B 222 6 54 0.37 ', 6.90 /4'35 24.2 6 55 0.40 6.90 ,// 465 25.8 x / 495 27.5 6 56 043 x 6.90 8 50 0.27 x~ 905 /z 430 23.9 8 51 0.30 X~9 05// 475 36.4 8 52 /133 .~X~ ~20 28.9 8 53 0.36 ,~t ()'~k, 560 31.1 8 54 0.39 // 905 X 605 336 / 905 N 650 361 8 55 042 8 ~6 0.45 / 9.0~ k 690 38.3 10 50 0.29/ 1110 h .570 317 10 51 ~Z 1110 X~ 625 34.7 lO 52 /03, 1110 37. lO 53 / 038 1 10 406 10 54 / 0.41 11.1(I 785N 436 10 55 / 0.44 1110 840 h 46.7 10 5/ff 0.47 1110 890 h 494 12 /50 0.31 13.20 725 X 40.3 12 // 51 034 13.20 790 X 43.9 12 / 52 0.37 13.20 855 N 47.5 12 // 53 0.40 I3.20 920 x'h 51.1 12 / 54 0.43 13.20 985 12 0.46 13.20 12 56 0.49 13.20 1110 61.7 TP9 Thicknesses, Dimensions and Weights of Ductile Iron TYTON JOINT® Pipe Thickness Class Thicknesses and dimensions of 4" through 64" Ductile h'on pipe conform to ANSI/AWWA C151/A21,51 %'eights may vao from the standaId because of differences in bell weights 18-Foot 20-Foot Laying Length Laying Length Size Thickness Outside Weight Per { Avg. Weight Weight Per Avg. Weight Inches Class Thickness Diameter* Length~I Per Footer Length~ Per Foot~ Inches Pounds Pounds 14 50 0.33 15.30 910 506 -- 14 51 0.36 15.30 985 54.7 -- -- 14 52 0.39 15.30 1060 589 -- 14 53 0.42 15.30 1135 63.1 -- -- 14 54 045 15.30 1210 672 -- -- i4 55 0.48 15.30 1285 71.4 -- -- 14 56 0.51 15.30 1360 756 --3 16 50 0.34 17.40 1(165 59.2 1175 64.9 16 51 0.37 1740 1150 63.9 1275 70.5 16 52 0.40 1740 1240 68.9 1370 75.8 16 53 0.43 I740 1325 736 1465 81.0 -- 16 54 0.46 17.40 1410 78.3 1560 86.3 16 55 0.49 17.40 I495 831 1655 91.6 16 56 0.52 17.40 1580 87.8 1750 96.9 18 50 0.35 1950 1225 681 I8 5I 038 1950 1325 736 18 52 041 19.50 1420 78.9 18 53 0.44 19.50 1520 844 -- -- 18 54 0.47 19.50 ]615 89.7 . 18 55 0.50 19.50 1710 950 -- ~'~ i8 56 053 19.50 1805 100.3 .... T,, 20 50 036 21.60 1395 775 -- 20 51 {).39 21.60 1505 83.6 20 52 042 21.60 1610 894 20 53 0.45 21.60 1720 95 6 -- -- 20 54 0.48 21.60 1825 1014 -- -- 20 55 /).51 21.60 1935 107.5 -- -- 20 56 0.54 21.60 2040 1133 -- 24 50 0.38 25.80 1765 98] 1955 108.1 24 51 041 2580 1895 1053 2095 115.9 24 52 044 2580 2025 ]12.5 2240 123.9 24 53 047 25.80 2155 1197 2385 132.0 24 54 0.50 2580 2285 126.9 2530 1400 24 55 0.53 25.80 2415 13,4.2 2670 148.0 24 56 0.56 25.80 2540 bill 2915 161.4 TP 10 Thicknesses, Dimensions and Weights of Ductile Iron TYTON JOINT® Pipe Thickness Class Thicknesses and dimensions of 4" through 64" Ductile Iron pipe conform to ANSI/AWWA C 151/A21 51. ~'eights may vary from the standmd because of differences irt bell weights lg-Foot Laying Length Size Thickness Outside Weight Per I Avg. Weight Inches Class Thickness Diameter* Length*I Per Foot ~'~; Inches Pounds - 7.~ 30 50 0.39 32.00 2275 126.4 30 51 0.43 32.00 2490 138.3 30 52 0.47 32 00 2705 150.3 30 53 0.51 32.00 2920 162.2 30 54 0.55 32.00 3135 174.2 30 55 0.59 3200 3350 186.1 30 56 0.63 32.00 3560 197.8 36 50 0.43 38.30 3005 166.9 36 51 0.48 38.30 3330 185.0 36 52 0.53 38.30 3655 203.1 36 53 058 38.30 3975 220.8 36 54 063 38.30 4295 238.6 36 55 068 38.30 4615 256.4 36 56 0.73 38.30 4935 274.2 42 50 047 4450 3935 218.6 42 51 053 44.50 4385 243.6 42 52 0.59 44.50 4835 268.6 42 53 0.65 4450 5285 293.6 42 54 0.71 44.50 5735 318.6 42 55 077 44.50 6110 3394 42 56 0.83 44.50 6625 368.1 20-Foot Laying Length 48 50 051 50.80 5410 270.5 48 51 0.58 5080 6080 304.0 48 52 0.65 50.80 6745 337.3 48 53 0.72 50.80 7410 370.5 48 54 079 50.80 8075 403.8 48 55 0.86 50.80 8735 436.8 48 56 093 50.80 9395 469.8 54 50 0.57 57.56 7170 358.5 54 51 0,65 5756 8035 401.8 54 52 0.73 57.56 8900 445.1 54 53 081 5756 9765 488.3 54 54 0.89 57.56 10620 531.1 54 55 0.97 57.56 11480 574.0 54 56 1.05 57.56 12335 616.8 TP 1 ] Deflection of TYTON JOINT® Pipe Maximum Deflection Full Length Pipe Approximate Radius in Feet of Curve Size Maximum Deflection in Inches Produced by Succession of Joints of Joint Deflection Pipe in De~rees 18 ~. length 20 ~. length 18 ~. length 20 fl. length 4 50 19 206 6 5° 19 206 8 5° 19 206 10 5° 19 206 12 5° 19 206 14 5° 19 206 ~ 16 5° 19 21 206 229 ~ 18 5° 19 206 ~_._:..>.~ 20 5° 19 206 24 5~' 19 21 206 229 --.~ 30 5° 19 206 36 50 19 206 42 4o 15 258 48 4o ]7 287 54 4° 17 287 60 4° 17 287 64 4° 17 287 TP 12 P.O. BOX 942 LEEDS, AL 35094 TELEPHONE: (205) 699-0455 FAX: (205) 699-0773 TO WHOM IT NIAY CONCERN: (1) ALL DUCTILE IRON PIPE 1S IN ACCORDANCE WITH ANSI/AWWA C151/A21.51, ANSI/AWWA C150/A21.50. ALL DUCTILE IRON PIPE USED FOR FABRICATION IS CLASS 53 MINIMUM. (2) INTERIOR LINING IS CEMENT MORTAR LINED, DOUBLE THICKNESS, OR BARE IF APPLICABLE, AND BITUMINOUS SEAL COAT IN ACCORDANCE WITH ~S1-21.4 AND AWWA C-104. PROTECT() 401 ]L1NED 40 MILS THICK FOR ~ PIPE IS AVAILABLE WHEN REQUIRED. COATING IS STANDARD SttOP PRIMER OR BITUMINOUS COAT AS (5) (6) (7) ARE SCREWED ON, FACED AND DRILLED IN ACCORDANCE TO ~C-110/A21.10 AND AWWA/C-115/A21.15. ALL FLANGES ARE DRILLED B16.1 SPECIFICATIONS, CLASS 125 OR CLASS 250, AS SPECIFIED. ALL ARE DUCTILE IRON. ALL WALL RINGS ARE DUCTII,E IRON AND FULLY WELDED TO THE PIPE OF BOTH SIDES. ALL FABRICATED DUCTILE IRON GROOVED END PIPE IS IN ACCORDANCE WITH ANSt/AWWA C-606. CONTRACTOR TO SPECIFY RIGID OR FLEXIBLE RADIUS GROOVE. RIGID RADIUS GROOVE WILL BE SUPPLIED IF NOT SPEICIFIED. ALL FLANGED FITTINGS SUPPLIED BY C & B PIPING, INC. CONFORM TO AWWA-CII0/ANSI A21.10. ALL MJ FITTINGS CONFORM TO ANS1/AWWA C- l10/A21.10 AND AWWA C-Ill/A21.11 OR ANSI/AWWA C-153/A21.53, AS SPECIFIED. Wall p iD BOX 9:12 Pipe ~/; n~rd and ~tan~ed l~e}}* a~lC} ]~l;tlr~ end F lant~ecl and l~lam end Fabricated ¢xall p~pe are Llsf'd LO providu 8 ¢/at~r [rghL _,eal he.veer, concre[e vv~lls ~nd ~he p~pe They a~e available w~th any of lhe end cemb~n~ Nons shown Waltppe are fabmca~d lrorn cer~ Lr~fugelly ca5~ Euc~le Iron p~pe Scs alla(:hcd ducti]c ~lo~/wall colla~ (hmcr~s~o~s oJ cella[ All collars arc [ or~lir, uocsl7 wcld¢d bolh s~clcs Io Ihe pipe Ductile Iron Flanged Pipe With Threaded Flanges Flange Details 6 10 12 OD 750 9 O0 ]1 O0 1350 16 O0 19 O0 14 2100 16 23 50 18 25.00 20 24 3O 36 42 48 54 60 64 2750 32 00 38.75 46 O0 53 00 5950 65 25 73 O0 8O O0 BC T 600 75+ 12 7 50 94 + 12 18.75 1.38 + 19 2125 1.44+ 19 22.75 1.56 ~* 19 25.00 169+ .19 29 50 188:~ 19 3600 2 12 + 25 42 75 2 38 ~ 25 4956 262 + 25 5600 2 75 * 25 6275 300* 25 69 25 3 12 ± 25 7600 338~+ 25 Boll Hole 3/¸4 7/8 ?/8 1 1/8 Bolt Dia. & Lg~h. No. of Bolts ] 1/8x5 ] 1/8x5 12 12 I2 I6 16 20 1 bZx7 32 I 1/2 x 7 !/2 36 44 2 ] 3/4 x 9 52 52 FACING: Flanges are plain faced without projection or raised face and are fl2rnished smooth or with shallow serrations. BACK FACING: Flanges may be back or spot faced fur compliance wid~ flan§e thickness tolerances. LAYING LENGTH DIMENSIONS: Pipe face to face dimensions conform to a tolerance of +. ] ~ in lot sizes 3-64 in. }"ittings f~tce-to l'hce dimensions conform to a tolerance of +.06 in, for sizes 3 l0 in. and +.12 in. for sizes 12 64 in. The largest opening governs fl~e tolerance for all openings. Center to face tolerances are one half the face-to face tolerances. FLANGES: The boh circle and bolt holes of these flanges match those ol ANSI/AWWA Cl15/A21.15 and Class 125 flanges shown in ANSI BI6.1 and can be joined with A21.15 and Class 125 B16.1 flanges. ~he ~a~es do ~o[ m~t~h the Class 250 flanges s~own in ANSI ~16, l m~d conz~ot be joir~ed with C/ass 2S0 ~] 6. ] fl~:~ged fit tJmgs a:~d valves. Ductile Iron Flanged Pipe With Threaded Flanges Pressur~ Outside Wall Pipe w/o Flanges Pipe w/Flanges** 3 250 3 96 0.31 19 6" 7 109 225 4 350 * 4 80 0.32 17' 6" 13 13 8 270 6 350' 690 034 17' 6" 17 21 4 419 8 350 * 905 0 36 17' 8" 28 301 580 lO 350' II 10 0 38 17' 8" 38 392 760 12 350 * I3 20 0 40 17' 6" 58 49 8 975 16 250 17 40 O,IB IT 6 90 701 1405 18 250 19 50 0 44 17' 6" 90 80 6 1590 20 250 21 60 0 45 ]7 6" 115 91 5 1830 24 250 2580 0 47 17' 6" 160 1144 2325 30 280 32 O0 051 17' 6" 240 154 4 3185 [t6 250 38 30 0 58 17 6" 350 210 3 4380 42 850 44 50 O 65 Il' 6 500 274 0 5795 ,I8 850 50 80 O 72 I9' 6' 625 346 6 8010 54 I50 57 56 0 81 19' 6" 670 441 9 9955 60 I50 61 6] 083 19' 6" 1035 485 0 11525 64 150 65 67 0 87 ]9' 6" 1510 542 0 13590 Ductile Iron Wall Collars 6 48 10' 14.05 12" 16 20 050 16~ 20 95 050 -- 42" 49 35 0 75 -- 48" 55 75 0 V5 Overall Thwk ness 0 50 O50 0.50 050 Inside Diameter ((') 4O0 6 95 9 10 13 20 15 35 17.45 19.50 21 60 Z~ 85 32 00 38 30 4440 50 75 57 65 · Material: DuctJlelron(ASTM A536 7~5ff05) · Wall Collars Nave 0 06" raised face · For use with Duc~le Iron Pipe tabtqcated in accordance with AVV~/AJABISI C] 15/A21 15 & t'qAPF 300 5landatds DIJCTI~ IRON FIXkNGED FiTTING~q ANSI/AWWA--CI10/AEI'10 & ANSI B16.1 Standards GENERAL DIMENSIONS - STRAIGHT SIZES FLANGE FFFFING DINI~LNSIONS Dime~ Inches FITTINGS 3"-48" ~SI A21.53) ~j/ 18"-48" AWWA C110 (ANSI A21.10) IL ited MJ 90° Bend MJ x PE 90° Bend 90° Bends Compact Body ~ AWWA C153 Full Body - AtNWA C110 PaN No. Dimensions Weight 3 3.50 850 4 4.00 950 6 5.00 11.50 8 1210-0808 12.50 ':10 1,210~1010 12 1210-1212 :~ ;1210-1414 11.50 0.33 19 ' 16 03 25 22 39 41 57 58 040 89 83 042 108 114 0.47 210 197 16 1210-1616~ 12.~00 12. 50 264 248 18 1.210~1818 1 .00 21'.00 ~ ~ 335 325 20 12102020 /~500 22.50 400 390 24 1210~2~.2~ 1675 25.00 061 575. 30 ~i210-3 0 21.50 3050 0.66 865 :~8 /'1210~t848 33.25 42.25 0.90 2990 / *Add suffix "P" for MJ & PE MJ 45° Bend 45° Ben,Is Pad No. Weight Dimensions Series Series 1OM 10MP A J S I T MJ&MJ MJ&PE *'i0M~!~818 16.5 24.5 0.75 10M-2020 180 26.0 0.80 680 650 10M-3030 250 33 0 1 03 1690 1585 10~242 31.0 390 1.28 3410 3200 ~ O~:E~8 ;:;: ~J'34 0 42.0 1~: . ~; ~u~s (eg. 1210P-0303 MJ x PE ~o Bend Compact Body - AWWA C153 SS~ Dimensions Sede Series 3 '12!1-030~'...1.50 7.00 0.33/ 16 13 - 4 1211-0404 "z~0 7.50 0234 22 19 - l0 .~2!1-11010 4.50 10.~ 0.40 70 69 - i2 1211-1212 550 42 86 93 - 16 1211-1616 5.~ 13.50 0.50~ 202 184 ] - ~8 1211-1818 .,~00 13.00 0,54 %~50 235 ~ '11M-1818 20 1211-2020~700 1400 O57 30~ 290 11M-2020 2~ 1211-24~ 7.5~4.50 061 405~ 390 ~ 11M-2424 30 1211~30 1050 1950 066 780 ~715 ] 11M-3030 36 1~-3636 ~50 2~.00 0.74 1~35 ~0 ] ~1M-3636 42 ~211~2 1400 2300 082 1610 14~ ] 11M4242 4~ 1211~848 15.00 24.00 090 2090 1905 ~ 11M4848 ~ *Add sCx"P" ~r MJ & PE pmduc~ (eg 1211P~303) Full Body - AWWA C110 Dimensions Series Series 11M 11MP AI S I T MJ&MJ MJ&PE 8.5 16.5 0.75 420 395 9.5 175 0 80 530 500 11.0 19.0 0.89 755 715 150 230 1.03 1380 1275 180 260 1.15 2095 1930 21 0 290 1.28 2955 2745 24.0 32.0 1.42 4080 3815 BASIC SPECIFICATIONS AVWVA Cl10 (ANSI A21.10), Full Body Ductile Iron Fittings 18 -48 inch for water and other liquids Material: Pressure: Testing: Ductile Iron ASTM A536, Grade 70-50°5 250 PSI Wbrking Pressure (Class 250), 350 PSI Water Warking Pressure (Class 350) 100% Hydrostatic Tested Cerment Lining: Coating: Gaskets: T-Bolts: Intedor to AWWA C104 (ANSI A21.4) with bituminous seal coat Bituminous inside exterior in accordance with AVWVA C104 (ANSI A21,4) SBR in accordance with AVWVA Clll (ANSI A21.11) Ductile Iron or Kor-10 Alloy Steel in accordance with AVVWA C111 (ANSI A21.11) AVWVA C153 (ANSI A21.53), Compact Body Ductile Fittings 3 - 48 inch for water and other liquids Material: Pressure: Testing: Ductile Iron ASTM A536, Grade 65-45-12 or 70-50-5 350 PSI Water Warking Pressure (Class 350) 100% Hydrostataic Tested Laying Length: Cement Lining: Coating: Gaskets: T-Bolts: Short body design-straight section of body deleted to provide a more compact and less heavy fitting without reducing strength or flow characteristics Interior to AVWVA C104 (ANSI A21.4) with bituminous seal coat Bituminous inside exterior in accordance with AWWA C104 (ANSI A21.4) SBR in accordance with AWWA Clll (ANSI A21.11) Ductile Iron or Kor-10 Alloy Steel in accordance with AWWA Clll (ANSI A21.11) *Dimensions are in inches - Weights are approximate in lbs. MEr'HANIr'AL JOINT DIMENSION5 D B.C. A Plain End 4 4 80 2.50 7 ~ ~- ..... 1 O0 0 70 . . 16 1740 3.50 21.00 718 22.50 22.56 1.~ ~;-j;;~,~_~ -,24.75 2¢ 83 1~:38, 1.56 1,,62 30 3200 400 36.88 I I/8 39.12 3912 200 181 -' 30"' O0 ~.3,75 ¢11/8 4600 A60C 2.00 2.00 ~: -, ¢~;~7~7~:-¢..00 57 ~0 ~ 3/~ eo.oo 60.00 2.002.00 2.00 ~.45 1 44 1.02 14 3/4 4 1/2 4 21.60 8.0 2 O0 1 31 20 1 6 5 1/2 32.00 8.0 -;;~ ~2',:i~-':": '~i'~'~:/-.,:;'~8 1~' :~38.30 8.0 2.(~0 1.45 28 1 1/4 6 6 44.50 8.0 §: ;6,.o 32 1 1/4 6 ¢ ;5080 MJ 22 i/2° Bend MJ x PE !2 1/2° Bend 4 8 12 16 20 3O 42 22 112° Bends Full Bod '. AWWA C110 Compact Body - AWWA C 153 ,/ Weight VVeig,~'~ Dir~lensions Series Series Dimensions Series, Series part No. 12~1'2 1212P part No. 12M 12MP 15 7.00 18 1212-0808 1212-1212 535 505 1400 1295 1212-4242 900 MJ 11 114° Bend 1.28 3020 *Add suffix"P" for MJ & PE products (e g 1212P-0303) MJ & PE 11 i/4° Bend 2810 Size Part No. 11 114° Bends Compact Body - AWWA C153 Weight Dimensions part No. Full Body * AWWA Cl10 Dimensions 3, ! .00 4 1213-0404 1.25 625 8 1213-0808 175 72[ 12 1213-1212 225 16 1213-1616 20 3.00 24 300 30 ~3030 4 75 13.75 0 66 3-3636 5.00 14.00 0 74 1213-4242 600 15.00 082 42 39 042 69 0:50 0;~7 1~8 1050 050 148 136 13.00 0.54 205 ~'~50 1400 057 245 4'~000 1450 06! ,ii~15 , 600 535 820 725 1180 1030 Weight Ser~es 13MP MJ & PE //448 1213-4848 6,50 15.50 0.90 1475 1290 24.0 32.0 1.42 *Add suffix"P" for MJ & PE products (e.g 1213P-0303) '13M-181~ 8.5 16 5 0.75 430 405 13M 2020 9.5 17 5 080 540 510 1~M:2424 11.0 19.0 0.89 77C 730 13M-3030 15 0 230 1 03 1410 1305 3M-3636 18.0 26.0 115 2145 1980 '3M~!242 21 0 290 1 28 3035 2825 3M-4848 4190 3925 MJ x MJ x FLG Tee 24x14 1220-24~4 12~ 14 1600 24x16 1220-2416 1 416 1200 1600 36x30 1 1228~630 20.00 2350 MJ Cross 1[ 1235-1010 50 750 040 145 210 18x14 12351814 1050 12.50 656 35M-1814 16~. c MJ 45° Lateral (Wye) 30M MJ tucer MJ Small End MJ Large End PE x PE Reducer ~ Reducer Reducer SEB LEB 125 ~ \~ 1251- 1252- 1257- t / Size Compact Body - AWWA C153 MJ x MJ PExPE WT. 6 x 3 -0603 033 6 22 10 5 19 10.5 24 16.0 19 8x4 -0804 0 034 5 32 105 34 105 30 16.0 30 10x4 -1004 040 0.34 7 46 125 43 125 43 18.0 46 10 x6 -1008 040 9.5 42 15.0 47 ~x4 58 18.0 57 12x6 -1206 042 12,:-~,s, 9.5 69 15.0 54 12x10 1210 0.42 0.40 14x8 -1408 0.47 0.38 100 124 14.9 98 20.3 94 14 x 12 1412 0.47 042 16 x 8 -1608 0.50 0.38 9 ;i~:4 11.9 90 17.3 88 121 22.3 119 16x12 -1612 050 0.42 109 18.3 99 18x8 0.54 0.38 13 19.5 195 200 178 27,4 170 18x12 1812 0.54 042 7 175 155 150 19.5 150 18x16 1816 054 0.50 5 190 12.5 170 18.0 145 20 x 12 -2012 057 0 42 205 16.0 205 t7 5 170 21.5 190 20x 6 -20 6 057 050 200 135 135 185 190 170 20 x 18 -2018 0.57 0.54 / 4 225, ' 120 21'~ '~2.0"~20d~'&*:~O.0 190 24 x 2 2412 0.61 0 42 16 305 21 0 290 21 5 275 22.5 240 24x14 -2414 0.61 0.4 14 - 310 21.9 3 5 220 ,310 25.0 295 24x 6 24 6 061 0, 0 12 320 75 285 175 285 230 285 24x 8 -24 8 :[ r 0,61 -, .54 ,10- 305 . 18.0,- 310,,',- 8~0.,~0p~_ 21.0; ;~:'~O" 24x20 2420 ' 06 057 7 r300 135 ~75 1 .5'- 270 14.0 240 30 x 16 -3016r'-~ 0.66 0.50 30 ~ 633' 39.0 623 '39. ~ ~'-565 48.0 555 30 x 18 -30 8 0 66 0.54 28 658 37 0 635 37 ~90 46.0 567 30x20 '-3020' , ,; ,0.6 0.57 24 :'628 330 603 :r390 ~560 42'0 535 30 X 24 -3024 0 6 0.61 10 478 24 5 526 24 5 495 33.5 458 36 X 20 -3620 75 0.57 36 975 45.0 950 45.0 74 54.0 849 36X24 -3624 075 061 19 770 33.0 810 33.0 6 42.0 709 36 X 30 -3630, . 0 75 0 66 15.5 650 24 5 758 24.5 7 33.5 657 42x24 4224 082 061 40 356 490 1319 49.0 120 58.0 1167 42 x 30 ~.230 0.82 0.66 20 1083 29.0 1015 29.0 931 38.0 863 42x36 42 155 1114 245 10 33.5 861 48x30 ~t 0 0.90 066 40 1779 49.0 1711 490 1594 58.0 1526 48 x 36 836 0 90 0 74 28 1641 37 0 1540 37 0 1456 46.0 1355 MJ MJ Small End Reducer Reducer SEB 5OM- 51 M- MJ Large End Reducer LEB 52M- PE x PE Reducer 57M- 35 295 18 x 10 -1810 0.75 0.68 19 325 27 300 27 320 1~!~, ;:: ~.8~2 ~075 0 75 19 ~ ;350 27 :~:$.25. ,~"~;~ ..... ~ '~"5 340 18 x 14 -1814 0.75 0.66 19 380 27 355 27 365 ~,n-~¢~ ~§95 35~!:~7~0 '~ ~("1~ ;~i8~i~ :;~ ; 0:75 0:70 19 4:i5;; ;27r ...... 345 20 x 10 -2010 0.80 0.68 20 375 28 345 28 375 36 ~0x12 -2012 0;80 0.75 20 4Q5 28 :~75 2§ :~05 : :'36~ '37:~ 20 x 14 2014 0.80 0.66 20 430 28 400 28 415 36 385 20 x 16 -2016 0.80 0.70 20 470 28 435 28 445 36 :4'15 20 x 18 ~2018 0.80 075 20 510 28 475 28 485 36 455 24x!~ ~2412 0.89 0.75 24 550 32 510 32 550 40 ~I0 24 x 14 -2414 0.89 066 24 575 32 535 32 560 40 520 24 x '~6 -2416 0.89 0.70 24 615 32 575 32 595 40 ;~55 24 x 18 -2418 0.89 0.75 24 660 32 620 32 635 40 595 24 X 20 -2420 0:89 080 24 705 32 665 32 675 40 638 30 x 18 -3018 1.03 0 75 30 990 38 885 38 965 46 860 30x20 -3020 1.03 0.8O 3O 1050 38 945 38 1020 46 915 30 x 24 -3024 103 0.89 30 1165 38 1060 38 1125 46 1020 36 x20 -3620 1.15 0.80 36 1450 44 1285 44 1A20 52 1255 36x24 -3624 1~15 089 36 1580 44 1410 44 1535 52 1370 36x30 -3630 1.15 1.03 36 1855 44 1690 44 1750 52 1585 42x20 -4220 1.28 080 42 1915 50 1705 50 1880 58 1670 42 x24 -4224 1.28 0.89 42 2060 50 1855 50 2020 58 1810 42 x 30 -4230 1.28 1.03 42 2370 50 2165 50 2265 58 2055 42 x36 ~236 1.28 1 15 42 2695 50 2485 50 2530 58 2320 48 x 30 -4830 1 42 1 03 48 3005 56 2740 56 2900 64 2635 48 x 36 -4836 1.42 1 15 48 3370 56 3100 56 3205 64 2940 48 x 42 ~.842 1 42 1.28 48 3750 56 3480 56 3540 64 3275 Size 4 8 12 Tapped Tee 2" NPT MJ )pedTees & Crosses Weight Series 1238 L./f"~ ITap MJ&M. 18 3 .42 2 54 MJ Short Sleeve Adapter MJ x Flange Adapter Size MJ x 4 1255A)404 .34 23 8 1255-0808 38 50 12 1255-1212 98 16 1255-1 20 1255-2020 5.0 .48 242 MJ Long Sleeve Compact Body - AVWVA C153 Dimensions 12Z3r~303 !277~)303 1273~0404 1277-0404 6,~1~§~277-0606 1273-0808 1277-0808 7 5 12 0.34 Sleeves Full Body - AW~NA Cl10 Dimensions Part No. Part No. {Short) (Long) 12 1273-1212 1277-1212 75 12/ 56 76 - - 14 1273-14 4 1277-1414 90 15/ 0~. 1-'1t 1~40 ; ' 16 1273-1616 1277-1616 9O ~ 0.50 ,,123 170 18 1273~:818 1277-1818 9.0 ~ 15 0.~4~ '~ 200 ~M,18~8 77M-i8~8 9.5 15 20 1~73-2020 12772020 9~ 15 0.57 19~ 255 7~0~0 77M-2020 95 15 24 1273-2424 1277-2424 ~ 15 0.61 255 ~35 ~3M~2424 77M-2424 95 15 ~0 1273-3030 1277-3030 150 24 ~.66 500 ~ 73M-3030 77M-3030 150 24 36 1273-3636 1277-36 15.0 24 0.74 725 925 ~3M.3636 77M-3636 15.0 42 ...... 73M~242 77M~242 150 24 48 - - - - i ~3M~8 77M~848 15.0 24 Weight Long 0.96 240 1.03 275 380 1.1S 360 I 37 745 1085 1.58 1030 1.78 1330 1940 1.96 1645 2405 -.Te(m~4 n.) Caps C,~p~s Full Body - AW~NA Cl10 Compact Body - AWWA C153 Size No. Size No. 3 ,1~0~303 126,4'-03d3 8 4 i2 " 04" i2 ;04o4 6 1260-~6 ~ 264;0606 15 1260-08 038 22 10 1 0.4032 12 1260~1212 042 42 14 126~1414 1; 1414 0.4766 16 1260-1616 ,16 050 92 18 !260-!818 0:54 t~l~ 20 1260-2020 %0.57 125 24 12~2424 ~.61 , :;166 30 1260-30 1264-3030 0~ 345 36 1260, 36 1264-3636 0:74 ', ~ 628 4~ ~28 242 ~264~242 082 ~8 Size No. Size No. WgL 60M-03Q~: 60M-0404 60%0404 0.60 15 60M;0~ ~06" 60T-0~06 ~:65 '-25 60M-0808 66%0808 0.70 45 60M-1.0~O :60T-10t0 0~7_5. 60 60M-1212 60%1212 0 75 80 60M-]~1~ ~0T-14i40~2 60M-1616 60T-1616 0.89 155 60M-2020 60%2020 1.03 240 ~M~2~24 ,60T-24~ 4.16 ~5 60M-3030 607-3030 103 590 60M~242 60T~242 1.28 1180 60M~84~ ~ 60T~A8 , tl~ *3-24" fiat, 3048" d shed Plugs .Ts{min.) (min.) Plugs S Size No. Size No. Wg[ (Solid) (Tapped) T 3 4 6 6 10 16 18 20 24 30 36 42 48 Full Body - AWWA Cl10 Size No. Size No, {Solid) I trapped) I T JwgL 12 -0303 126~0303 0:33/~ 8 6!M-0303 6tT-0:~03 0~50 7i0 04 1265-0404 03~ 10 61 M-0404 61T-0404 060 15 .1265-0606 ~]136 16 61M.0606 61T-0606 065 35 1265-0808 /038 26 61M-0808 61%0808 070 45 65-10tg/ 0.40 36 61M-1010 61%1010 0:75 '65 1261-1212~2465-1 2 042 46 61M-1212 61%1212 075 85 1261-1414 12 414 0:47 75 61M-1414 61T-1414 0.82 115 1261-2020 /1265-2020"%0.57 135 61M-2020 61%2020 1.03 225 1261-242/4/ 1265-2424 ~Q~,61 !75 6!M2424 61%2424 1.16 335 1261-30~ 1265-3030 0.66 355 61M-3030 61%3030 103 575 ;~61~36 1265-3636 0.74%688 61M-3636 61T-3636 1.15 815 /~ *3-24"tlat,~8" dished MJ Wall Sleeve Wall Sleeve ~' ='.~i~0 ::!8 6 9429-160 18 85 ~8¢ ;79429;~80 18 10 9429-200 18 160 14 ~29~240 18 260 18 9429-280 18 3?0 24 9429-340 18 580 ~4 ~:~' ~; 0 18 ~¢;V0~:;~~ 36 942~370 18 992 Material: GCI ASTM A126, Class 30 Gland Standard Gland Size J Part No. Weight 3 1288-0303 ' ,4 4 1288-0404 5 s 8 1288 0808 7 12 1288-1212 15 18 1288~18i8 31 - 20 1288-2020 42 24 !288-24-24 i 50 30 1288-3030 120 36 1288-3636 185 42 1288~242 235 48 1288~1848 290 6" Split Swivel Series 1266 Anchor Gland 11 lbs Hydrant Tee Hydrant Tee J Compact Body - AW1NA C153 Size J I Dimensions J Weight Part No. T T1 MJ x I [" I L I I 8 x6 1229~0806 6.0 11.25 38 ,36 85 12 x6 1229-1206 6.0 13.75 .42 .36 118 16x6 1229-1606 70 1600 .46 36 267 (Actual Laying Length 13") Series 1241 6" x 13" Solid Adapter W/Split Swivel Anchor Gland 31 lbs. "T" Bolt & Nut T-~olt & Nut Size Part No. I Weight ' 3/4 x3 1/2 1290-N 075 1 x6 1290-V 2.25 1i/4x6 1290:X MJ Gasket Standard Gasket SizeI partNo. Iweight' 4 410C-04-SBR 43/100 8 410CA)8-SBR 77/100 12 410C-12-SBR 1111100 16 410C-16-SBR 200/100 20 410C-20-SBR 269/100 30 410C-30-SBR 450/100 36 4106.36;SBE; 800 ~100¢ 42 410C42-SBR 800/100 Transition Gasket Size I Part No. I Weight" ~' 41~S..~3.~ BR/ 4 410S-04-SBR 55/100 6 410S_06-S8R ~:0~ 8 410S-08~SBR 107/100 10 410S-10-SBR 126/100 12 410S-12-SBR 161/100 UNION FOUNDRY COMPANY A D/vision of McWane, lnc~ 3" - 36" MECHANICAL JOINT - DUCTILE IRON 250 / 350 FITTINGS, Manufactured in Accordance WRh ANSI/AW1NA C-110 /A21~10 and ANSI/AW'WA C~111 / A21 ~11 Sample Spech3cation: 3" - 36" Mechanical Joint Fittings shall be ductile iron 250 / 350 pressure rated, and shall be produced in stdct accordance with ANSI / AVVWA C 110 / A21.10 and ANSI / AWWA Clll/A21 11, and shall conform to details and dimensions published therein All other ~tems not listed in above specrflcabons shall be Manufacturer's Standard. ALL PRESSURE RATINGS ARE 350 PSI FOR UP THROUGH 24", AND 250 PS! FOR 30" - 36" UNLESS OTHERWISE SPECIFIED. ITEMS INDICATED BY" - ~ ARE NOT CURRENTLY AVAILABLE. AS NEW ITEMS BECOME AVAILABLE, NEW SPECIFICATIONS SHEETS WILL BE ISSUED. ALL C-110 FI I t INGS IN SIZES 2~ THROUGH 12' ARE U/L APPROVED ALL UFCO PRODUCTS ARE IN COMPLb~NCE WITH NSF~61 UNION FOUNDRY COMPANY Specrfioat~ons and DimensJons ANSI / AWWA C-110 / A21.10 MECHANICAL JOINT FITTINGS ANS~ / AV~'VA C-111 / A21.11 RUBBER GASKET JOINTS FOR FITTINGS DUCTILE IRON' See Note 6 K2 MECHANICAL JOINT DIMENSIONS (inches) 3 4 6 12 A ~.~ B C F 3 9~ 2 50 4.84 4 94 406 4 80 250 5 92 602 4 90 6.90 250 8.02 8 12 7.OO 905 250 1017 1027 915 11 10 2.50 1222 1234 11 20 13~0 2 50 14 32 14 44 1330 1530 350 1640 16 54 1544 K~ L M O P S 16 17 40 350 18 50 18 64 17 54 18 I 19.50 350 2060 20.74 1964 20 J 21.60 350 22 70 22 84 21.74 24 I 25.80 3 50. 26.90 27 04 25.94 30 ~ 3200 400 3329 3346 32.17 36 ~ 38 30 4.00 39 59 39 76 38 47 28° 750 6 19 7 62 7.69 94 62 31 63 .47 5 O0 28' 875 7 50 9 06 9 12 I O0 .75 31 .75 .55 7.22 28' 875 9 50 11 06 11 12 1 06 88 31 75 60 942 28" 875 11 75 1331 1337 1 12 100 31 75 .66 11 60 28' 875 14 00 15.52 1562 1 19 1.00 .31 75 72 13 78 28' 875 16 25 17 88 17 88 I 25 100 31 75 79 1598 28' 875 1875 2025 2025 1 31 1.25 31 .75 85 18.16 28° 875 21 00 2250 22 50 1 38 I 31 31 75 91 28' 875 2325 24 75 24 75 I 44 1.38 .31 75 97 28° 875 25 50 27 00 2700 1 50 1 44 31 75 1 03 28° .875 30 O0 31 50 31 50 1.62 I 56 .31 75 1.08 20° 1125 3688 3912 3912 181 200 38 100 1.50 20° 1125 4375 4600 4600 200 200 .38 100 180 # P~t Cast dimen~ons are applicable when" OverSZzed "Sleeves and Glands are specified. UNION FOUNDRY COMPANY Spec~ficabons and Dimensions ANSI / AWWA C-110 / A21.10 MECHANICAL JOINT FITTINGS ANSI / AWWA O-1'J J 1 A21.11 RUBBER GASKET JOINTS FOR FITTINGS DUCTILE IRON GASK£TS, BOLTS and NUTS FOR MECHANICAL JOINTS MECHANICAL JOINT GASKET MECHANICAL JOINT BOLTS and NUTS Pipe 1% 2O 24 30 MechamCal Joint Gasket E~menS~°ns ~ inches P~pe A B C . D E F G 396 48 62 3! 386 12 15 105 4 80 62 75 31 4 68 16 22 1 6 90 62 75 31 6 73 16 .22 1.22 9 05 62 75 .31 8 85 16 22 1 22 11 10 62 75 31 1087 .16 22 122 13 20 62 75 31 1295 16 .22 122 15 30 62 75 31 1499 16 .22 17 40 .62 .75 31 17.07 16 22 1950 62 75 .31 19.13 .16 .Z2 1~2 2160 .62 .75 31 21 20 .16 22 1.22 25 60 62 75 .31 25.34 .16 22 122 3200 .73 1 00 .38 31.47 .16 37 154 3830 .73 1 00 38 37 67 .16 37 154 NOTE: Tipped or backed gaskets may be made i~ the same motd as plain nJbber gaskets, but the ~s~de c~ameter of such reinforced podJor~s shall not exceed the The duck for lips and backs shall be ~c1~oned before T - Head Cot-ten (Low ahoy steeP) Bc~s and Nuts Oimer~or~s ~n ir~he~ A B C D E' F H J R (J. 05) --(:1"03) (+ 2~ 06) ~ 15 03) Max. I 5/8x3 1 50 625 30 1 50 11 625~. 04 1062-04 625 .312 1 75 .750 3 5 1 50 10 750~ 06 1 250 06 .750 .375 f 75 750 4 0 2 25 10 7.'50~ 06 1 250- 06 750 375 1.75 .750 4.5 250 10 750~: 06 1 25(~ 06 .750 .375 1 75 750 5 0 3 oo 10 750~.0~ 1 250- 06 .750 .375 2 25 I 000 6 0 3 75 8 I 000± 08 1 625- 08 1 00 500 Number o! threads per inch ]Coarse~Thcead Senes (ANSI 61 1 Unified Standard for Screw Threads) Class ZA, External g~t UNCZA and Class 28, (.z~qSI 812 - Standard for Oage~ and Gaging)] NOTE: Dimens. ion "B" is unt~hr ea dad shank Dimension "D" is mea~red to face Gl' nu~ I~Jn up finger tight. Draft, when required to be 6 de~'ee ma~dmum, may be deducted from bolt head climef~sions, and radiu~ (B/2) may be changed to ~ dra/t Gates, if required, may protrude a maximum ol 1/8 inch above the top ot the bolt head. UNION FOUNDRY COMPANY Specifications and Dimensions ANSI ! AWWA C-110 / A2.1o10 MECHANICAL JOINT FITTINGS DUCTILE IRON 13ENDS MJxMJ 90" MJxPE 90 ' MJxMJ 45 ° MJxPE 45 21-0010 21-0120 2%0510 21-0600 Size 3 10 12 14 16 18 20 24 30 36 Pressure I Dimensions in Inches 90 ° Bends I Weight in Pounds' Rating psi T R A S MJ x MJ MJ x PE 350 48 4 0 5 5 13 5 35 35 350 52 4.5 65 14 5 56 50 350 55 6 0 8 0 16 0 85 80 350 60 7.0 90 17.0 125 121 350 68 9 0 11 0 19.0 197 190 350 75 10.0 12 0 20.0 255 255 350 82 11 5 14.0 22.0 380 413 350 .89 125 150 23 0 490 470 350 96 14.0 16.5 24 5 625 600 350 103 155 18 0 26.0 938 886 350 1 16 18 5 22.0 30 0 1215 1260 250 1 03 21 5 250 33 0 1690 1585 250 115 245 28 0 36 0 2629 2310 Size 3 4 6 8 10 12 14 16 18 2O 24 3O 36 Pressure V- Dimensions in Inches 45 ° Bends '7 Weight in Pounds" Rabng psi T R A S MJ x M.I MJ x PE 354] 48 3 62 3 0 11.0 30 30 350 52 481 4 0 120 50 45 350 .55 725 5 0 130 83 70 350 60 8 44 55 13.5 110 105 350 .68 1088 6 5 14.5 155 155 350 75 13.25 7.5 15.5 215 229 350 .82 12.06 75 15.5 300 280 350 .89 13 25 8 0 16 0 442 360 350 96 14 50 85 16.5 548 445 350 1.03 16.88 9.5 17.5 575 664 350 1.16 18 12 11.0 19.0 865 825 250 I 03 27.75 15.0 23.0 1480 1275 250 I 15 35.00 18.0 26 0 2435 1930 ° Weight does not include accessories weight or cement lining weight. NOTE: Furnished with mechanical,joint bell on all openings unless ordered other~se. UNION FOUNDRY COMPANY Specifications and Dimensions ANSI t AWWA C-110 J A21.10 MECHANICAL JOINT FITTINGS DUCTILE IRON BENDS (continued) MJxMJ 22'/2° MJxPE 22%" MJxMJ11Y,° MJxPE 11%~ 21-1010 21 1110 21-1510 2%1600 Size 3 6 8 10 14 18 20 24 30 36 Pressure ] Dimensions in Inches 22~' Bends [ Weight in Pounds Rabng psi T R A S MJ x MJ MJ x PE 350 48 7 56 3 0 11 0 30 30 350 52 1006 4 0 12 0 50 45 35D 55 15.06 5 0 13 0 80 70 350 60 17.62 5 5 13 5 110 105 350 .68 22.62 6 5 14 5 160 160 350 75 27.62 7.5 15.5 236 220 350 .82 25 12 7 5 15 5 300 285 350 89 27.62 80 16 0 429 404 350 .96 30.19 85 16 5 556 455 350 I 03 3519 9 5 17.5 605 575 350 I 16 37.69 11.0 190 880 725 250 1.03 57.81 150 23.0 1595 1295 250 1.15 72.88 18.0 260 2372 1970 Size 3 12 14 16 18 2O 24 3O 36 Pressure E Dimensions in Irr..hes 11¼° Bend~ I Weight in Pounds ° Rabng psi T R A S MJ x MJ MJ x PE 350 .48 15 25 3 0 110 30 32 350 .52 20 31 4 0 12 0 50 45 350 .55 30.50 5.0 13 0 75 70 350 60 35.50 5 5 13 5 110 105 350 68 45 69 65 14 5 160 160 350 .75 55 81 7 5 15 5 251 220 350 .82 50.75 7.5 15 5 305 285 350 89 55.81 80 16 0 441 438 350 96 60.94 8 5 16 5 564 455 350 1 03 7106 9.5 17.5 610 585 350 116 76.12 11 0 19.0 1021 845 250 103 116 75 150 23 0 1599 1305 250 1.15 147.25 18 0 26.0 2397 2185 Weight does not include accessories weight or cement lining weight NOTE: Furnished with mechanical joint bell on all openings unless ordered otherwise UNION FOUNDRY COMPANY Specnqcations and Dimensions ANSI / AWWA C-110 / A21.10 MECHANICAL JOINT FITTINGS DUCTILE IRON MJxMJ 90' 't~q TH BASE 21 ~)290 OTHER BENDS · MJ x PE 90 ° W1TH BASE 21-0340 MJ x FLG 90 WITH BASE 24-0350 ~0355 ~ PressL~r~L Dimensions in Inches J Rating S_i~:e~ps!; ~T R U g / 3 I 350 .56 5 0 4 350 .62 6 0 350 ~ 9 0 ~0 350 .94 12 35O I 14 35O 1 O0 16 350 1 O0 18 350 1 20 350 I 12 24 35O 1 12 Weight in Founds MJ x MJ MJ x PE MJ x FLG BASE 90 ° BASE 90 ° BASE 90 4 88 .50 45 550 50 65 7 OD 62 105 9 75 88 9 0 235 11 25 100 11.0 320 12 50 1 O0 11 0 450 1375 1 O0 11 O 565 1500 1 12 135 740 1600 1 12 135 910 1850 112 13 5 6O 100 90 160 150 235 225 320 285 490 1350 ~ MJ x FLG 90 Bend with Flange end Purchase order should spedfy the de$i~mJ position MJxFLG S0 ° MJxFLG 45 ° 24~)170 ~ 24-0650 ~ Base can be produced with the base opposite either the MJ end or the MJ x FLG 22Y~" NIJ x FLG 11% ° 24 1120 ~ 24-1532 ~ I- - p~P~d~e~ Dimensions in inches S~ze si * T A B MJxFLG MJxFLG MJxFLG MJxFLG 90 ° 45" 22 ¼" 11%' 250 56 55 135 40 250 62 6 5 14 5 4 5 250 69 § 0 16 O 60 250 94 9.0 170 7 0 250 94 11.0 190 9 0 250 1 00 120 20 0 10 0 250 1.00 140 220 11 5 250 1 00 15.0 23 0 12 5 250 1 12 16.5 24 5 14 0 250 1.12 180 26.0 155 250 1 12 22.0 300 18 5 32 36 52 42 45 55 80 60 60 70 122 112 105 105 175 135 150 220 200 200 215 310 255 260 275 415 365 315 300 520 450 511 390 660 500 1220 955 954 825 NOTE: Wei, ~t does not include accessory or cement lining weights. ~ Mechanical Joint x Flange tiltings are nol included in AVVVVA C 110, and Standards wT~h a 250 psi pressure rating only Specifications and Dimensions ANSI / AWWA C-110 / A21.10 MECHANICAL .JOINT FITFINGS DUCTILE IRON ~[EES and CROSSES MJ TEE MJ x PE x MJ TEE MJ CROSS 21-2410 21-2620 21 3010 Si2e 2'~ 4 3 4 4 6 3 6 8 MJ x PE x MJ x MJ CROSS 21 3100 Rating Dimensions in Inches T T1 H J Weight in Pounds TEES CROSSES MJ x PE MJ x PE MJ xMJ MJ ×MJxMJ 350 48 35 5 5 5 5 45 350 48 48 5 5 5 5 13 5 55 55 70 350 52 35 6 5 6 5 62 350 52 48 6 5 6 5 14 5 85 85 90 350 52 52 6 5 6 5 14 5 89 75 105 350 52 55 6 5 6 5 95 350 55 52 8 0 6 5 110 350 55 55 8 0 8 0 115 350 55 35 8 0 8 0 114 350 .55 48 80 8 0 16 0 110 105 125 350 55 52 8.0 8 0 16 0 115 tl0 140 350 .55 55 8.0 8 O 160 125 120 160 350 55 60 8 0 9 0 166 350 60 55 9 0 8 0 165 350 60 60 9.0 9 0 175 350 60 48 9 0 9 0 170 171 150 170 350 .60 52 9 0 9 0 17 0 165 160 185 350 60 55 9 0 9 0 17 0 175 170 205 350 .60 60 9.0 9 0 17 0 185 180 255 350 68 48 110 6 5 19 0 257 230 350 68 52 11 0 110 19 0 235 235 260 350 .68 55 11 0 11 0 19 0 250 250 285 350 68 60 11 0 11 0 19 0 260 260 310 350 80 80 11 0 11 0 19 0 312 310 380 350 75 48 12 0 6 5 20 0 310 310 350 75 52 12 0 12 0 20 0 365 315 340 350 75 55 12 0 12 0 20.0 339 325 360 350 75 60 12 0 120 20 0 382 340 385 350 .87 .80 12.0 12 0 20.0 429 390 460 350 87 87 12 0 12 0 20 0 441 410 495 350 82 52 14 0 14 0 220 470 455 500 350 .82 .55 14 0 140 22.0 485 470 525 350 82 60 14 0 14 0 22 0 500 480 550 350 .82 .68 14 0 14.0 22.0 515 500 668 350 .82 75 14 0 14.0 220 540 525 630 350 82 .82 14 0 14.0 22.0 585 599 779 100 155 340 NOTE: Weight does not include accessory or cement lining weighls ** Not included in AV~CVA C 110, and are Manufaclurer'$ Standard page M-7 UNION FOUNDRY COMPANY Specrfications and Dimensions ANSI / AV~A/A C-110 / A21.10 MECHANICAL JOINT FITTINGS DUCTILE IRON TEES and CROSSES Continued) Ruff 16 16 16 16 18 2O 2O 20 2O 20 2O 20 Size 16 16 16 14 18 6 18 18 12 18 168 2O 2O 6 2O 2O 20 2O 2O 350 350 350 350 350 350 350 350 350 350 350 350 350 350 35O 350 35O 350 350 350 350 35O 350 35O 350 350 350 350 350 35O 350 25O 25O 250 25O 250 250 250 250 25O 250 250 250 250 T T1 H J S · We~ght~n Po~nd~ TEES CROSSES MJ x PE MJ x PE MJ x MJ MJ × MJ x MJ 89 .52 89 55 89 60 89 .68 89 75 89 82 89 89 96 55 96 68 96 75 96 82 96 89 96 96 1 03 55 1 03 60 1 03 68 1 03 75 1 03 82 1.03 89 1 03 96 103 1 03 1 16 .68 116 89 1.16 96 I 16 103 1 03 55 I 03 60 1 03 68 1.03 .75 1 03 1 03 70 I 03 75 1 03 80 I 03 89 1 03 I 03 1.15 55 1.15 6O 1 15 .68 15.0 15 0 23 0; 644 580 630 15 0 150 23.0 615 590 650 15 0 15 0 230 625 605 756 15 0 15 0 230 645 625 837 150 15 0 23 0 710 640 856 15 0 150 23 0 710 690 830 15 0 15 0 23 0 740 720 895 130 15 5 210 670 645 705 13 0 15 5 210 685 655 730 13 0 15 5 21 0 700 670 760 13 0 15.5 21.0 715 685 790 16 5 16 5 245 885 840 990 165 165 245 996 880 1060 165 165 245 1092 900 1130 14 (J 17 0 22 0 830 800 865 14 0 17 0 22 0 888 845 890 14 0 17 0 22 0 860 825 920 14.0 17 0 22 0 875 870 955 14 0 17 O 22 0 910 875 1025 18 0 18 0 260 1095 1060 1245 180 180 26.0 1140 1110 1330 180 180 260 1370 1155 1415 150 190 230 1145 1105 1180 150 190 230 1290 1115 1200 150 190 230 1170 1130 1230 15 0 19.0 230 1185 1145 1393 15.0 190 230 1220 1180 1325 15 0 19 0 23 0 1245 1200 1375 22 0 22 0 30 0 1660 1615 1865 22 0 22 0 30 0 1720 1680 1965 22 0 22 0 30 0 1815 1733 2421 180 230 260 1730 1615 1770 18 0 23 0 26 O 1745 1630 180 23.0 260 1760 1645 180 230 26.0 1780 1665 1865 18 0 23.0 250 1600 1685 1905 180 23.0 26 0 1954 1705 1950 18 0 23 0 26 0 1845 1730 2000 18 0 230 260 1875 1760 2060 250 25 0 33 0 2400 2280 2675 25 0 25 0 33 0 2595 2600 3075 20 0 26 0 28 0 2684 2330 20 0 26 0 28 0 2816 2345 20 0 26 0 28 0 2535 2360 I 250 1 15 .75 200 260 280 250 1.15 66 20 0 260 28.0 250 1 15 .70 20 0 26 0 280 250 1.15 75 20 0 26.0 28 0 l 250 1.15 80 20 0 26 0 28 0 250 1.15 .89 20 0 26.0 280 250 1 15 1.03 28.0 28 0 36 0 36 I 250 1 15 1 15 28.0 280 36.0 2550 2375 2630 2570 2395 2665 2585 2410 2705 2610 2435 2750 2635 2460 2805 2792 2515 2910 3545 3365 4196 3982 3565 4370 NOTE: Weight does not include acce55ory or cement lining weights. UNION FOUNDRY COMPANY Specifications and Dimensions ANSI / AWWA C-110 / A2.1.10 MECHANICAL JOINT FITTINGS DUCTILE IRON BASE TEES Size 3 4 ,6 8 10 12 14 16 18 2O 24 MJ BASE TEE MJ x PE x MJ 21 2890 BASE TEE 21-2625 Pressure ] D_im. e_nsions in inches I Weight in Rating Pounds psi _ R ..... D . _ T __ U _.. (Base onty~ 350 488 5.0 .56 .50 10 350 5.50 60 .62 .50 10 350 7.00 7 0 .69 .62 20 350 838 90 .94 .88 40 350 9.75 9.0 .94 .88 45 350 11.25 11.0 1.00 1.00 65 350 1250 11.0 1.00 1.00 70 350 13.75 11.0 1.00 1.00 75 350 1500 13.5 1.12 1.12 115 350 16 O0 135 1.12 1.12 120 350 18.50 13.5 1.12 1.12 130 * Base dimensions and weights are the same for full opening tees and tees reducing on the branch. Proper base is determined by size of largest opening on the tee. To compute the total weight of a tee reducing on the branch, add weight of base only, as shovcn above to weight of reducing tee of size shown on previous pages. To order tees reducing on branch, specify size of openings in proper order. Bases are faced and drilled only when specified. Dimension "R" is the same as above for machined bases. SIZE OF SUPPORTING PIPE FLANGE FOR BASE FITTING IsFitting size 16 18 20 281 upporting Pipe Flange Size (in) 1¼ 2 2½ 4 4 6 6 6 8 8 3 4 6 8 10 12 14 NOTE: Weight does not include accessory or cement lining weights. Page M-9 UNION FOUNDRY COMPANY Specifications and Dimensions ANSIIAWWA C-110 I A21.10 MECHAN!CAL JOINT FITTINGS DUCTILE iRON Manufacturer's Standard Size Branch 6 6 8 6 6 8 6 6 6 6 6 6 6 MJ x MJ x SWV (Anchor Tee) 21-2660 Pressure 1 Dimensions in Inches Rating psi T T1 H J Weight 350 .55 .55 8.0 10.5 116 350 60 .55 9.0 11.5 165 350 .60 .60 9 0 11.0 210 350 .68 .55 11 0 13.5 269 350 .75 .55 t20 14.5 365 350 .75 60 12 0 14.0 358 350 .82 55 14.0 16 0 504 350 89 55 15 0 17.0 629 250 .96 .55 13.0 17.5 754 250 1.03 .55 14.0 19.0 829 250 1.16 .55 15 0 21.0 1134 250 1.03 .55 18.0 25.0 1739 250 1.15 .55 28.0 28.0 2344 NO'~E: Weight does not include accessory or cement lining weights, but does include weight of Swivel Gland. UNION FOUNDRY COMPANY Specifications and Dimensions MECHANICAL JOIN'[ F]TTINGS DUCTILE.IRON Manufacturer's Standard MJ x MJ x FLANGE TEE 24-2870 MJ x MJ x FLANGE CROSS 24-3130 .... ~Rabng Run Branch~_~o_si 3 2 °' 250 3 3 250 4 2 "~ 250 4 3 250 4 4 250 6 3 250 6 4 250 6 6 250 8 3 250 8 4 250 8 6 250 ~0 8 250 3 250 10 4 250 10 6 250 10 ~0 250 10 250 12 3 250 12 4 250 12 6 250 12 8 250 12 10 250 12 142 250 14 250 14 250 14 250 14 250 14 250 14 250 16 250 16 250 16 250 16 250 16 250 16 250 Dimensions in inches ] Weight in Pounds" T T1 H J TEES CROSSES .48 .35 55 5 5 43 .48 48 5 5 5 5 48 60 52 38 6 5 6 5 55 52 .48 6 5 6 5 70 80 52 52 6 5 6 5 75 95 55 48 8 0 8 0 105 127 55 52 80 80 110 130 55 55 8 0 8 0 114 120 60 48 9 0 9 0 150 165 60 52 9 0 9 0 165 165 .60 55 90 90 166 180 60 60 9 0 9 0 175 215 68 48 11 0 11 0 230 .68 52 11 0 11 0 230 .68 .55 11.0 11 0 240 255 68 60 11 0 11 0 250 295 68 68 110 11 0 300 330 75 .48 120 12 0 295 75 52 120 12 0 310 320 75 55 120 120 354 350 75 60 12 0 12 0 330 437 87 .80 120 12.0 385 460 .87 .87 12 0 12.0 400 536 82 52 14 0 14 0 465 82 .55 14 0 14 0 495 .82 60 14 0 14 0 500 82 80 14 0 14 0 505 555 82 75 14 0 14 0 63D .82 .82 14 0 14 0 575 .89 52 150 15 0 590 89 55 15 0 15 0 620 640 89 60 15 0 150 625 765 .89 .68 15 0 i5 0 635 655 .89 .75 15 0 15 0 650 635 .89 82 15 0 15 0 695 "Weights do not include accessories or cement lining weights ~ Not included in AWWA C-110. Produced to Manufacturer's Standards NOTE Flanges drilled to ANSI B16 1 125//template. UNION FOUNDRY COMPANY Specifications and Dimensions MECHANICAL JOINT FITTINGS DUCTILE IRON Manufacturer's Standard MJ x MJ x FLANGE TEES and CROSSES-- (Continued) 1 -~ize -' ~ Pressure -----~ Rahng un Branc~__t psi 6 16 250 18 6 250 18 8 250 18 10 250 18 12 250 18 14 250 18 16 250 18 18 250 20 6 250 20 8 250 20 10 250 20 12 250 20 14 250 20 250 20 250 250 25O 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 Dimensionsininches ,~_~ WeightinPounds* T T1 H J TEES CROSSES 89 80 150 150 96 55 130 155 96 60 130 155 96 68 130 155 96 75 130 155 96 82 16 5 165 96 89 16 5 16 5 96 96 165 165 103 55 140 170 1 03 60 14.0 17 0 103 .68 140 170 1.03 75 140 170 103 82 14 0 170 1 03 89 180 180 1 03 .96 180 180 103 103 180 18.0 1 16 55 15 0 190 1 16 60 150 190 116 68 150 190 I 16 .75 150 19 0 1.16 82 15.0 190 I 16 .89 15.0 190 I 16 96 22 0 22.0 116 1 03 220 220 1.16 1 16 22 0 22 0 I 03 55 180 230 I 03 60 180 230 103 68 180 230 1.03 75 18 0 230 1 03 .82 180 23.0 1 03 89 18 0 23.0 I 03 .96 18.0 230 103 103 18 0 230 1 03 1 16 25 0 250 1.15 55 200 26 0 1 15 60 200 260 I15 .68 20.0 260 1 15 .75 20 0 26 0 I 15 .82 200 26.0 1.15 89 200 260 115 96 200 260 1 15 1.03 20.0 260 I 15 116 200 260 730 875 66O 675 710 690 655 705 815 810 865 875 820 835 1040 85O 865 1150 89O 1045 1120 1165 1385 1267 1360 1070 1150 1165 1245 1200 1302 1375 1680 1835 1715 1730 1740 1775 1790 2120 1800 1860 2415 2430 2515 2515 2550 2560 2450 259O 2615 2660 ~ Weights do not include accessories or cement lining weights ~ No1 included in AWVVA C- 110 produced lo Manufacturer's Standards. NOTE: Flanges ddlled to ANSI B16 1 12,57/lemplate Page M-12 UNION FOUNDRY COMPANY Specificabons and Dimensions AWWA C-110 MECHANICAL J~OINT FITTINGS DUCTILE IRON L TAPT TEE I CROSS 21-2956 / 57 SWIVEL x SOLID 21~560 SWIVEL x SWIVEL 21~o65 TAPPED TEES and CROSSES Size (TWO BOSSES CAN BE USED TO MAKE A TAPPED CROSS) jPressure ~ Dimensions in inch~s j Maximum Rating , Tap in Boss Weight ___psi T L (inches) in pounds_ 3 4 6 B I0 12 14- 16- 20** 24- 350 .48 8 0 2% 35 350 52 80 2% 45 350 55 8 O 2% 70 350 60 8 0 2% 116 350 68 8 0 2% 145 350 75 8 0 2% 185 350 .82 8.0 2~ 272 350 89 8 0 2¼ 329 350 96 8.0 2% 480 350 1 03 8 0 2% 420 350 1 16 8 0 2¼ 555 Size 4xt3 4x18 4x24 §x12 6x13 6x18 6x24 6x36 8x13 Weight in pounds HYDRANT ADAPTERS ~* (Anchor Couplings) Manufacturer's Standard Pressure ~ Length~inches ~ Rating SWIVEL SWIVEL SWIVEL SWIVEL psi x SOLID x SWIVEL x SOLID x SWIVEL 350 125 66 350 18 75 350 24 90 350 12 12 68 350 12 5 67 350 18 18 79 350 24 90 350 36 139 350 125 113 57 71 SWIVEL x SWIVEL 90* BEND 21-0460 SWIVEL x SWIVEL 90* BEND Manufacturer's Standard Also referred to as MJ Anchoring Elbow, this bend combines two Swivel x Swivel adapters and a g0° Bend. The two different laying lengths allow hydrants to be placed at either of two distances parallel to the main. Manufactured in 6" size only. Weight is 92 pounds including hydrant glands (2). Weights do not include accessories or cement lining weights. Not included in AWWA C--110 Produced to Manufacturer's Standards UNION FOUNDRY COMPANY Specificabons and Dimensions AW'WA C-110 MECHANICAL JOINT Fll'3-1NGS DUCTILE IRON REDUCERS Size 2°° 12 12 14 14 14 MJ x MJ Large End MJ Small End MJ PE x PE 21-3510 21-3700 21-3710 21-3780 Pressure ~ inches / Rating t)s~ . T _ T1 350 48 35 350 52 35 350 .52 48 M 350 55 35 350 55 48 35O .55 52 350 .60 350 .60 .52 350 60 .55 350 .68 .48 350 68 .52 350 68 55 35O 68 60 350 75 52 350 .75 .55 350 75 60 350 75 68 350 82 55 350 82 60 350 82 68 350 82 75 350 89 55 350 89 60 350 89 68 350 89 75 350 .89 ,82 L-Laying Length (in) Weight in Pounds° Large Small Large Small MJxMJ EndMJ FndMJ PExPE MJxMJ EndMJ EndMJ PExPEJ 60 8 5 8 5 22 0 24 25 17 26 7 0 9 5 9 5 230 31 30 16 25 70 150 15 0 23 0 45 40 40 36 9 0 9 5 9 5 44 38 28 9 O 170 17 0 25 0 55 55 50 50 9.0 17.0 17 0 25 0 60 60 60 55 11 0 190 19 0 27 0 85 75 70 70 11.0 19.0 19 0 27 0 87 80 86 75 11 0 19 0 190 27 0 95 90 90 85 120 20 0 100 95 12 0 20 0 20 0 28 0 105 100 100 100 12 0 20 0 200 28 0 130 115 115 115 12 0 20 0 20 0 280 135 130 130 130 14 0 220 220 300 135 130 130 130 14 0 22 0 22.0 30 0 174 151 150 145 14 0 22 0 220 30 0 182 165 183 179 14 0 22.0 220 30 0 220 185 210 204 16 0 24 0 24 0 320 200 200 185 185 16 0 24 0 24 0 32 0 220 220 205 205 16.0 24 0 24 0 32 0 245 245 230 230 160 24 0 24 0 32 0 270 275 255 260 18 0 26.0 26 0 340 250 250 230 230 180 260 26 0 340 270 270 250 250 180 26 0 260 340 300 300 298 280 18 0 26 0 26 0 34.0 371 386 305 335 180 260 26 0 340 370 355 350 335 - MJ x MJ also available in Eccentric - LEMJ also available in Eccentric - SEMJ also available in Eccentric - PE x PE also available in Eccentric W~ights do not include accessories or cement lining weights Not included in AWWA C 110 produced lo Manufaclurer"s Standards UNION FOUNDRY COMPANY Specifications and Dimensions AVVWA C-110 MECHANICAL JOINT FI]rINGS DUCTILE IRON ~EDUCERS (Continued) L MJ x MJ Large End MJ Small End MJ PE x PE 21-3510 21-3700 21 3710 21-3780 18 18 12 18 18 20 20 2O 2O 20 24 24 24 24 24 24 30 Thickness ~ ~_~a~.,nng Length (i;~.) Weight in Pounds' Pressure inches Rating Large Small Large Small psi T . T1 MJxMJ EndMJ EndMJ PExPE M3xMJ End MJ EndMJ PExPE 350 96 .60 190 27 0 27 0 350 320 320 344 295 350 96 68 190 27 0 27 0 35 0 350 350 407 325 350 96 75 19.0 27 0 270 350 380 440 355 360 350 96 82 19 0 27 0 27.0 35.0 425 506 400 385 350 .96 89 19 0 27 0 27.0 350 465 445 461 420 350 1 03 68 20.0 28 0 28 0 36 0 410 410 430 380 350 I 03 75 20.0 28 0 28.0 36 0 525 532 494 415 350 1 03 .82 20.0 28 0 28 0 360 485 548 455 440 350 I 03 .89 20 0 28.0 28 0 36.0 569 564 569 475 350 1.03 96 200 280 280 36.0 575 550 640 520 350 1.16 68 24 0 565 350 1 16 75 24 0 32 0 32 0 400 610 615 657 575 350 1 16 .82 24 0 32 0 40.0 660 645 620 605 350 1 16 .89 24 0 32 0 32.0 400 705 809 665 645 350 1.16 96 240 32.0 32 0 400 760 735 794 695 350 1 16 96 24 0 32 0 32 0 40.0 815 785 867 745 250 I 03 70 30 0 38 0 38.0 46 0 930 938 835 830 250 1 03 75 300 38 0 38 0 46.0 990 965 890 860 250 I03 80 30 0 38 0 38 0 460 1067 1020 945 915 250 103 89 300 380 380 460 1165 1126 1176 1020 250 I15 75 44 0 1240 250 115 80 36 0 44 0 44.0 52.0 1495 1466 1285 1298 250 115 .89 360 44 0 44.0 52 0 1580 1535 1436 1389 250 1.15 103 360 44.0 44.0 520 1919 1750 1721 1585 - MJ x MJ also available in Eccentric. - LEMJ also available in Eccentric - SEMJ also available in Eccentric * PE x PE also, available in Eccentric Weights do not include accessories or cement lining weights. Not included in AVVVVA C-110 Produced to Manufaotureds Standards UNION FOUNDRY COMPANY Spec~cations and Dimensions MECHANICAL JOINT FI'VI-INGS DUCTILE IRON ManufactureCs Standard FLANGE-END REDUCERS MJ x FLG 24-3860 i - ~ Pressure L inches J C Rating c psi T1 FL(; x MJ 24-3910 j ~ G-Laying L~engt~n~ MJxFLG FLGxMJ Weight in Pounds~ MJ x FLG FLG x MJ 3 2 4 2 4 3 6 2 6 3 6 4 8 3 8 4 8 6 F 10 3 10 4 10 6 10 8 12 4 12 6 F 12 8 12 10 14 6 14 8 M 14 10 14 12 250 48 38 6.0 60 20 20 250 52 38 7 0 7 0 38 30 250 52 48 7.0 70 33 34 250 55 38 9.0 9.0 30 45 250 55 48 9 0 9 0 48 48 250 55 52 9 0 9 0 57 50 250 .60 .48 110 60 250 60 52 11 0 11 0 75 75 250 60 55 11.0 11 0 85 80 250 .68 48 12.0 83 250 68 52 12 0 120 85 114 250 68 55 12 0 12 0 110 114 250 .68 60 120 12 0 115 145 250 75 52 140 14 0 130 130 250 .75 55 14 0 14 0 145 125 250 75 60 14 0 14 0 165 192 250 75 68 14 0 14 0 211 217 250 82 55 16.0 16 0 175 184 250 82 60 16 0 16 0 240 200 250 82 68 16.0 16 0 220 230 250 .82 75 16.0 16 0 315 260 M - Md x FLG also available in Eccentric F - FLG x MJ also available in Eccentric Weights do not include accessories or cement lining weights No! included in AWWA C-110 Produced to Manufacturer's Standards UNION FOUNDRY COMPANY Spedficabons and Dimensions MECHANICAL JOINT F. ITTINGS DUCTILE iRON Manufacturer's Standard FLANGE-END REDUCERS ( Continued ) MJ x FLG 24-3860 S!i_e _~ r Thickness E Pressure inches t C Rating D I D1 C.~ psi T T1 FLG x MJ 24-3910 Laying Length (in) Weight in Pounds* MJxFLG FLGxMJ MJxFLG FLGxMJ 16 6 M 250 .89 .55 16 8 M 250 .89 .60 16 10 250 .89 .68 16 12 250 .89 .75 16 14 250 .89 .82 18 8 250 .96 .60 18 10 250 .96 .68 18 12 250 .96 .75 18 14 260 .96 .82 18 16 250 .96 .89 20 10 250 1.03 .68 20 12 250 1.03 .75 20 14 250 1.03 ,82 20 16 250 1.03 .89 20 18 250 1.03 96 24 12 250 1.16 .75 24 14 250 1.16 .82 24 16 250 1.16 .89 24 18 250 1.16 .96 24 20 M F 250 1.16 .96 18.0 18.0 260 230 18 0 18.0 270 285 180 18.0 300 304 18.0 18.0 315 345 18.0 18.0 350 345 19.0 19.0 290 351 19.0 19.0 330 320 19.0 19.0 360 350 19.0 19.0 405 354 19.0 19.0 385 385 20.0 375 20.0 20.0 420 405 20.0 535 20.0 20.0 550 495 20 0 20.0 540 24.0 24.0 425 696 24.0 550 24 0 24.0 625 595 24.0 24.0 708 640 24.0 24.0 790 790 M - MJ x FLG also available in Eccentric. F - FLG x MJ also available in Eccentric. Weights do not include accessories or cement lining weights. Not included in AVWNA C-110. Produced to Manufacturer"s Standards. UNION FOUNDRY COMPANY Specifications and Dimensions AVV~NA C-110 MECHANICAL JOINT FITTINGS DUCTILE IRON OFFSETS MJ x MJ IVlJ x PE 2%2010 21-2070 --Siz~ ~ Pre~sure-{ ' Di-me'ns~o'~ns ~ inches ~----- ~ Rating Bel~l .__D _ 8si_ T M L MJ x MJ MJ x PE 3 10 12 12 12 12 6 12p 18p 24'* 18 24-o 12 18p 12 18 · 24~° 350 .52 22.0 30.0 92 80 350 52 30.0 38.0 106 100 350 .52 23.5 31.5 133 120 350 .55 20 0 28.0 137 125 350 ,55 26.0 34.0 160 158 350 .55 33.0 41.0 204 160 350 ,55 22.25 30.25 184 160 350 60 21.0 160 350 .60 28.0 360 200 195 350 .60 35.0 43.0 236 240 350 .60 38.25 46.25 298 290 350 .68 300 38.0 280 280 350 .68 38 0 460 340 340 350 .75 26 0 34.0 320 315 350 .75 37.0 45.0 420 420 350 .75 48.0 56.0 516 520 350 .75 48.0 56 0 640 615 - Also available in PE x PE configuration. Laying length for PE x PE equals that shown for MJ x PE. Weights approximate MJ x PE weights. Product Code is 21-2060 ~ Weights do not include accessories or cement lining weights. Not included in AVVVVA C-110. Produced to Manufacturer's Standards. UNION FOUNDRY COMPANY Specrfications and Dimi~nsions AWWA 0-110 MECHANICAL JOINT FITTINGS DUCTILE IRON SLEEVES 14 16 18 20 24 30 MJ Solid Sleeve Short: 21-4910 Long: 21-4930 MJ Oversize Sleeve "* Short: 21-4915 Long: 21-4935 Laj'in~q length (L_} in inches Weight in Pounds* Solid Sleeve MJ MJ Pressure Wall SOLID OVERSIZE d MJ MJ Rating Thickness For use on For use on SOLID OVERSIZE sp~ _in inches P~pe OD Short Long Pi_l:~_ OD Shod Lon~q Shod Long~ Sh~ort 350 .35 2.50 8 0 12 0 13 18 350 48 3 96 75 12.0 3 96 - 4.05 12 0 25 30 350 .48 4.80 7 5 120 4 80- 5.00 7.5 12 0 35 49 350 .52 690 75 120 690-7.10 75 12.0 45 65 350 .60 9 05 75 12.0 905- 9.30 7.5 12 0 65 85 350 .68 11.10 7.5 12.0 11.1 - 11.4 7.5 12.0 85 126 350 .75 13.20 7.5 120 132-13.5 75 120 110 145 350 66 15 30 9.5 15.0 15 3 - 15.6 150 165 225 350 70 17 40 95 150 17 4- 17.8 15 0 198 275 350 75 19 50 95 15.0 240 330 350 .80 21.60 9 5 15 0 275 380 350 89 2580 9 5 15 0 369 505 250 1.03 32.00 15.0 24 0 745 1088 250 ~1 15 38 30 15.0 240 1047 1502 3O 35 46 45 65 65 85 85 115 110 126 240 275 d - Consists of "Oversized" bells for use with pit~.ast pipe. Oversized glands are included wrth Oversized sleeves Designate "Oversized" when ordenng these sleeves NOTE: Weights shown for Oversize Sleeves include glands and gaskets. Weights do not include accessories or cement lining weights. Not included in AWWA C-110 Produced to Manufacturer's Standards. UNION FOUNDRY COMPANY Specifications and Dimensions MECHANICAL JOINT FITTINGS DUCTILE IRON ' Manufacturer's Standard MJ WYE 214110 V~FES MJxPExMJ ~E 21-4220 ~S~e 4 6 1,4 14 14 14 16 16 16 16 16 16 Pressure [ Rating ps~ NR NR NR NR NR NR N~ NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR T Dimensions ~n inches Weight in Pounds* MJx T1 N P S ALL MJ PExMJ 48 48 30 100 11 0 60 72 52 48 3 0 12 0 80 52 .52 30 120 I10 90 85 55 .48 35 145 115 120 115 55 52 3 5 14 5 11 5 130 125 55 55 3 5 14 5 115 145 140 60 48 4 5 17 5 12 5 180 185 60 52 45 17 5 12.5 190 185 60 55 4 5 17 5 12 5 205 200 60 60 4.5 17.5 12 5 230 185 68 .52 50 20 § 130 270 270 .68 55 5 0 20 5 13 0 335 285 68 .60 5 0 20 5 13 0 310 310 68 .68 5 0 205 13 0 435 340 75 .52 5 5 24.5 380 75 .55 5 5 245 135 400 400 75 60 5 5 24 5 13 5 505 425 75 68 5.5 245 13 5 450 450 75 .75 55 24.5 13.5 490 490 82 55 6 0 27 0 14 0 626 555 82 60 6 0 27.0 595 82 68 6 0 27 0 625 82 75 6 0 27 0 14 0 670 670 .82 82 6 0 27.0 803 89 55 6 5 30 0 14 5 735 715 .89 .60 65 30 0 14 5 760 735 .89 68 6 5 30 0 800 .89 75 6 5 30 0 14 5 835 815 89 .82 6.5 30 0 900 89 .89 65 30.0 145 1079 940 NR, Wyes are not included in AWWA C-110 Specnqcations Contact Manufadurer for pressure rating for specific application Weights do not include accessories or cement lining weights UNION FOUNDRY COMPANY Specifications and Dimensions MECHANICAL JOINT FI~'CrlNGS DUCTILE IRON Manufacturer's Standard WYES (Continued) [ -s-iz~ ~ p~essure~ 18 18 18 18 18 18 20 2O 2O 2O 20 2O 24 24 24 24 24 24 Branch 8 10 12 14 16 18 10 12 14 16 18 2O 12 14 16 18 2O 24 Dimensions in inches ~- Rating psi T ~1 N P S ALl_ MJ Weight in Pounds* MJ x PE x MJ NR .96 .60 7.0 32.0 815 NR .96 .68 7.0 32.0 975 NR .96 .75 7,0 32.0 15 0 1080 990 NR .96 .82 7.0 32.0 1075 NR .96 .89 7,0 32.0 150 1135 1110 NR .96 96 70 320 15.0 1200 1175 NR 1.03 68 8.0 35.0 16.0 949 1190 NR 1.03 .75 8.0 35.0 1 60 1260 1230 NR 1.03 .82 8.0 35.0 16.0 1320 1290 NR 1.03 .89 8.0 35.0 16.0 1418 1345 NR 1.03 .96 8.0 35~0 16.0 1435 1415 NR 1.03 1.03 8.0 35.0 16.0 1738 1495 NR 1.16 .75 9.0 40.5 17.0 1805 1760 NR 1.16 82 9.0 40.5 17 0 1865 1820 NR 1.16 .89 9 0 405 17,0 1925 1885 NR 1.16 .96 9.0 40.5 17.0 1990 1950 NR 1.16 1.03 9.0 40.5 17.0 2070 2030 NR 1.16 1.16 9.0 40.5 17.0 2372 2205 NR Wyes are not included in AVVVVA C-110 Specifications, Contact Manufaclurer for pressure rating for specific application. * Weighls do not include accessories or cement lining weights. UNION FOUNDRYCOMPANY AWWA C-110 MECHANICAL JOINT FlarINGS ADAPTERS Size 3 4 6 8 10 12 14 16 18 20 24 MJ x PE FLG x PE MJ x FLG -4520 24~1610 24-4600 ~e [ Wei~,ht in P0unds~ Rating Body psi O.D. T MJ x PE FLG x PE MJ x FLG 350' 396 .48 30 30 350° 500 52 39 40 40 350* 710 .55 69 55 60 350° 9 30 ~60 95 97 85 350~ 11 40 68 125 141 115 350° 13 50 75 165 193 189 350 ' 15.30 82 220 180 195 350" 17 40 89 270 266 240 350" 19.50 96 325 295 350 350 ' 2160 103 385 305 340 350 ' 25 80 1.16 515 415 566 NIJ CUTTING-IN SLEEVE 21-4950 Rating Size psi 3 35O 4 350 6 350 8 350 10 350 Dimensions in inches T' T~ A F Weight in pounds' .47 48 3.96 406 45 .55 .45 4 80 4.90 53 .60 .48 6 90 7.00 78 .66 .51 9 05 9 15 110 ~72 57 1110 11 20 162 .79 62 13 20 13 30 198 NSTALLATION NOTE: Cut out 9 "plus overall length of fitting or valve used) Weights do not include accessories or cement lining weights ° Pressure rating for Flange end adapters is limited to 250 Psi '~ Not included in AWVVA C-110 Produced to Manufacturer's Standards Page M-22 UNION FOUNDRY COMPANY Specifications and Dimensions AWWA Cd10 MECHANICAL JOINT FITTINGS DUCTILE iRON CAPS and PLUGS MJ CAP MJ PLUG 21-2310 21-2220 3~12" 14-24" 30-36" ,--Size Pressure i Dimensions in inches 3 4 6 8 10 12 14 16 18 20 24 30 36 Ra~ng T Tt psL 350 55 43 350 S0 48 13 350 60 52 20 350 65 55 30 350 70 60 45 350 75 68 60 35O 75 75 8O 350 1 O0 82 130 350 1 11 89 175 350 1 25 96 215 350 1 40 I 03 250 250 1 50 I 16 370 250 103 590 250 115 850 3~12" 14-24" 30~36" ] VTq~ight [Conc C&o __ pi u g_ ~p~ 7 6 I 2" 13 15 30 50 65 85 120 147 200 255 332 Note: Maximum Eccentric tap size is 1" for 2"-3", 2" for 4"- 12", and 3" for 14"- 36" sizes. TYTON~ PLUG ~ PUSHJN PLUG 22 2230 262242 '~ -- DimensiOns ,n i~ches Pressure Rating Tyton Push in psi T H H Weight in Pounds' TI/ion Push-in 250 75 4375 12 250 60 5.125 5 125 18 18 250 65 525 5 25 25 25 250 70 5.625 5 625 46 33 150 .75 575 5 75 70 55 150 75 5.813 5813 95 90 (Tyton® Plugs furnished with set screws, except 3" size) "Weights do not include accessories or cement lining weights -- Nol included in AVVVVA O-110 Produced to Manufadurer's Standards UNIONFOUNDRYCOMPANY Specifications and Dimensions AWWA C-110 MECHANICAL JOINT FI'I-rINGS DUCTILE IRON Mechanical Joint Plain-end Dimensions OD ,All sizes of fittings w/th plaJn ends have $ ~nches of added laying length as compared wflh the laying length o! standard afl -MJ fittings Dimension L ~s the mimmum length of the plain end which is gauged lo ensure that the outside diameter is w~thin lhe OD and T~ d~mens/ons. Size 3 4 6 8 10 12 14 16 18 20 24 30 36 Dimensions in inches OD 7 [ --T~ I Minimum Maximum I Minimum }. L 3.90 4 02 .38 5 5 474 4 86 .37 5 5 684 696 .40 5 5 8 99 9 11 .42 5 5 11 04 11 16 .48 5 5 13 14 1326 .56 5.5 15 22 15 35 54 8 0 1732 17,45 .58 8.0 19 42 19.55 .63 8 0 21 52 21 65 .68 8 0 25 72 25 85 74 8.0 31 94 32 08 88 8 0 3824 38 38 I O0 8 0 Ductile Iron Med cal Joint For Water Or Other Liquids. Fittings -I]~e Mechanical Joint Finings ,md accessories described in this bro chute axe made to meet all applicable reqmrements of Amen'can National Slana~ards ~SI/A~A CI I0/~I10 and ~S~A~A CI 11/~I I 1 Wye branches, dual propose solid sleeves and hydrmn f~nmgs not covered by C 1 I O/A21 10 are made tt) U S Pipe Standards and mee~ ~I applicable wall lluc~ess m~d slrengflq reqmrements of ~Si,/AWWA d'l IO/~l lO Unless o~hem, ise specified, glands, bohs ~d gaskets ~e ~shed m sui~cien~ qu~mnes m provide for each s~ke~ ope~g ~e weights of fl~ese accessories are no~ included in ~he finings weights sho~ hereto Where a fitlmg m lln~ se~on will nol t~ a cuslomeffs s[~ci~ lay- mg requ~emen~s ~nd a speo~ fitting may be ~equ~ed, a combmanon ot st~da~d fittings m~w ~nes c~ be assembled ~o accomphsh ~e s~e puq~ose Combma{~ons of s~and~d fi~gs fl~al may be used in place of speciM fntings c,m be tound on page MJF 29 For 4" through 24" Ductile Iron Mech~ic~ Joint Fi~gs ~a~ con- form io the requuemen~s of ~rY~A~M C153/~1 53 DU~ILE IRON COMfMCT FITJJNGS, 3 IN THROUGH 24 IN AND 54 IN. THRGUGH 64 IN FOR WATER SER~CE, see U.S Pipe's br~'hure cove~mg ~M 'FY~~ Du~e ffon Mech~c~ Joint Fi~gs U.S Pipe Mech~nc~ Joint Fillings ~e approved by FadoD, Mum~ m~d hs~ed by Undeavn~e~s ~boratones h~c (ex~isher c~d ~ 2234) m v~o~s sizes ~ld pressure ranngs m s~es 4" 12" ] Bottom of socket 8" added la) lng length All sizes A Diameter for 8" minimum length For 14"-48" A - Diameter for 5~}" minimum ]For 3"- 12" F D~ensions M ~ches Wei~t of Plain End, Potmds Ske M Inches A T 3 3.96 .48 11 4 4.80 .47 13 6 6.90 .50 21 8 9.05 .54 30 10 11.10 .60 41 12 13.20 .68 56 14 15.30 .66 63 16 17.40 .70 76 18 19.50 .75 92 20 21.60 .80 109 24 25.80 .89 145 30 32.00 1.03 208 36 38.30 1.15 279 42 44.50 1.28 361 48 50.80 1.42 458 NOTE: Bell cor~tour sho~n indica[es bottom of socket in a standard nil belIfirting IVICCi ldl21Cal J OlI1[ Conf~ to ~SI/A~A Gl l 0/~ 1.10 90© Ben MJ and P E Size inches 3 4 6 8 10 12 16 18 2O A S 50 135 65 145 Rating psi T 350 48 350 52 350 55 350 60 350 68 35O 75 3,50 66 350 70 350 35O 80 350 89 2,50 I O3 250 1 15 250 1.28 250 1.42 4 0 45 8 0 16 0 6 0 9.0 17 0 ? 0 125 110 120 140 15 0 16 5 180 24 22 0 30 25.0 36 28.0 42 31.0 48 34 0 19 0 9 0 '20 0 10 0 2'20 II 5 230 12 5 24 5 14 0 260 1,5 5 ,3O0 IS 5 330 21 5 36.0 24 5 39.0 275 42 0 3O 5 Weight in Pounds 1690 2475 3410 M,J & Md MJ & 35 35 55 5O 85 80 120 190 t90 255 255 340 :}25 430 410 ~ ~ 520 040 680 650 1025 955 1585 2310 3200 4595 4330 Mechanical joint Fittings 7hwk~a'sscs, D~mens;onsrmd We ~I tsof3 lhrou~l 48 F ~z ~s Coq/o~ Io ANSI/AI~qA CI IOM21 I0 45© Bends MO and PE Dimensions in Inches Weight ~ Pounds Size __ Pressure in Rating ~ches psi T A S R MO & bid MO & PE 3 350 .48 3.0 11.0 3.62 30 ___ 30 4 350 .52 4.0 12.0 4.81 50 _ 45 6 350 .55 5.0 13.0 7.25 75 70 8 350 ---~60 5.5 13.,?~ 844 110 105 10 350 .68 6.5 14.5 10.88 155 _ 155 12 350 T75 7.5 15.5 13.25 215 } 215 14 350 66 7.5 15.5 22.o6 270 I 25~ 16 350 .70 8.0 16.0 13.25 340 320 18 350 .75 -- 8.5 16.5 14.50 420 395 20 350 I .80 9.5 17.5 16.88 530 500 24 350 .89 11.0 19.0 18.12 755 715 30 250 1.03 15.0 23.0 27.75 1380 1275 36 250 1.15 18.0 26.0 35.00 2095 1930 42 250 1.28 21.0 29.0 42.25 2955 2745 48 250 1.42 24.0 32.0 49.50 4080 3815 Md and PE Size Pressure in Rating Inches psi 3 350 4 350 6 350 T .48 .52 .55 Dimensions in Inches Weight in Pounds R 15.25 20.31 30.50 8 350 .60 35 50 10 350 .68 45 69 12 350 .75 55.81 14 350 .66 50.75 16 350 .70 55.81 18 350 .75 60.94 35O 35O 250 250 20 24 3O 36 .8O .89 1.03 1.15 1.28 1.42 42 A S 3.0 11.0 4.0 12.0 5.0 13.0 5.5 13.5 6.5 14.5 7.5 15.5 7.5 15.5 80 16.0 8.5 16.5 9.5 17.5 11.0 19.0 15.0 23.0 18.0 26.0 21.0 29.0 24.0 32.0 48 250 25O 71.06 7612 116.75 147.25 177.69 208.12 Md & Md MJ & PE 30 30 50 45 75 70 110 105 160 160 220 220 275 260 345 325 430 405 540 510 770 730 1410 1305 2145 1980 3035 2825 4190 3925~J [ or dJmensle::s of \lechanicM Joint be)Is see page \IJF 2 For d Lr~sprlsIons of pla in ends see page \I,JF 3 Mechanical Joint Fittings ,, ThicknesSes` 15h'mtm~on$ and Weights of 3 through 48 Fi~'n~,s Conform to ANSUA WWA C110/A2L I 0 22V ° Bends Md and PE Dimensions ~ Inches Weightin Pounds SNe Pressure ~ Rating Inch~ psi T A S R Md & MO Md & PE 3 350 .48 3.0 11.0 7.56 30 30 4 350 .52 4.0 12.0 10.06 50 45 6 350 .55 5.0 13.0 15.06 75 70 8 350 .60 5.5 13.5 17.62 110 105 10 350 .68 6.5 14.5 22.62 160 160 12 350 .75 7.5 15.5 27.62 220 220 14 350 .66 7.5 15.5 25.12 275 260 16 350 .70 8.0 16.0 27.62 345 325 18 350 .75 8.5 16.5 30.19 430 405 20 350 .80 9.5 17.5 35.19 535 505 24 350 .89 11.0 19.0 37.69 765 725 30 250 1.03 15.0 23.0 57.81 1400 1295 36 250 1.15 18.0 26.0 72.88 2135 1970 42 250 1.28 21.0 29.0 88.00 3020 2810 48 250 1.42 24.0 32.0 103.06 4170 3905 For dimensions of Mechanical Joint hells see pa ge MJ F-2. For dimensions of plain ends gee page MJF-3. MJF 6 Mechanical Joint Fittm,g.,s , Thicknesses. Dimensions and We~ht~ of 3' through Conform to ANSIMW~M CI IO/A21 Base Bends l)imensionsin Inches Weight in Pounds Weight Size Pressure__ Base in Rating S Only inches psi R Diameter T U Md & M,J Md & PE Pounds 3 350 4.88 5.00 .56 .50 45 45 10 4 350 5.50 6 O0 .62 .50 65 60 10 6 350 ?.00 7 O0 .69 _62 105 100 20 8 350 8.38 9.00 .94 .88 165 160 40 10 350 9.75 9.00 .94 .88 235 235 45 -]_2 350 11.25 11.00 1.00 1.00 320 320 65 14 350 12 50 II O0 1.00 1.00 410 395 70 16 350 1375 11 O0 1.00 1.00 505 485 75 18 350 15.00 13.50 1.12 1.12 660 635 115 20 350 16.00 13.50 1.12 1.12 800 770 120 24 350 18.50 13.50 1.12 1.12 1155 1115 130 30 250 23 O0 16.00 1.19 1.15 1880 1775 190 36 250 26.00 19.00 1.25 1.15 2725 2560 250 42 250 30.00 23..~-1 1.44 1.28 3820 3610 410 48 250 34.00 25 O0 1.56 1.42 5110 4845 515 Mechanical Joint Fittings Thicknesses, Dimension~ and Weights of 3 "through 48 FittingS CotzftxtT~ to A1VSIJA W1,VA ClIO~A21.10 Tees And Crosses T All MJ All Md TEES CROSSES Weight in Pounds S~e ~ Inch~ Pressure Dimensions ~ Inches Tee Cross Rating Run Branch psi T T1 H 3 All All MJ MJ 3 3 350 .48 .48 5.5__ 5.5 55 70 4 3 350 .52 .48 6_5 6.5 75 90 4 4 350 .52 .52 6.5 6.5 80 105 6 3 350 .55 ,48 8.0 8.0 110 125 6 4 350 .55 .52 8.0 8.0 115 140 6 6 350 .55 .55 8.0 8.0 125 160 8 4 350 ,60 .52 9.0 9.0 165 185 - 8 6 350 .60 .55 9.0 9.0 175 205 8 8 350 .60 .60 9.0 9.0 185 235 For dimensions of Mechanical Joint bells see page MJF-2. MJF 8 Weight in Pounds Size ~ Inches Pressu~ Dimensions in Inches Tee Cross Rating Run Branch psi T T1 H O All All MO Md 10 4 350 .68 .52 11.0 11.0 235 260 10 6 350 .68 .55 11.0 11.0 250 285 10 8 350 .68 .60 11.0 11.0 260 310 i0 10 350 .80 .80 11.0 11.0 310 380 12 4 350 ~75 .52 12.0 12.0 315 340 12 6 350 .75 ~55 12.0 12.0 325 360 12 8 350 .75 .60 12.0 12.0 340 385 12 10 350 ~87 .80 12.0 12.0 390 460 12 12 350 .87 .87 12.0 12.0 410 495 14 ~ 350 .66 .55 '14.0 14.0 435 475 14 8 350 ~66 .60 14.0 14.0 450 500 14 10 350 .66 .68 14.0 14.0 465 540 14 12 350 .66 .75 14.0 14.0 495 585 14 14 350 .66 .66 14.0 14,0 520 635 16 6 350 .70 .55 15.0 15.0 540 575 16 8 350 o?0 .60 15.0 15.0 550 605 16 10 350 .?0 .68 15.0 15.0 570 645 16 12 350 .70 .75 15.0 15.0 590 685 16 14 350 .70 .66 15.0 15.0 620 735 16 16 350 .70 .70 15.0 15.0 650 790 18 6 350 .75 .55 13.0 15.5 590 625 18 8 350 ,75 .60 13.0 15.5 605 655 18 10 350 .75 .68 13.0 15.5 620 685 18 12 350 .75 .75 13.0 15.5 640 725 18 14 350 .75 .66 16.5 16.5 755 870 18 16 350 .75 .70 16.5 16.5 785 930 18 18 350 .75 .75 16.5 16.5 820 995 20 6 350 .80 .55 14.0 17.0 725 760 20 8 350 .80 .60 14.0 17.0 735 790 20 10 350 .80 .68 [4.0 17.0 755 820 20 12 350 .80 .75 14.0 17.0 775 860 20 14 350 .80 .66 14.0 17.0 795 905 20 16 350 .80 .70 18.0 18.0 945 1085 20 18 350 .80 .75 18.0 18.0 985 1155 20 20 350 .80 .80 18.0 180 1020 1230 MecnamcmJ )U t tm Thicknesses, Dimensionsand Weights of 3 ' through 48" Fitfl'ngS conform to ANSI/AWWA C I l O/A21.I O Tees and Crosses ~Size~ Nch~ Pressure Rating Run Branch psi 24 6 350 24 8 350 24 10 350 24 12 350 24 14 350 24 16 350 24 18 35O 24 20 350 24 24 35O 30 6 250 30 8 250 30 10 250 30 12 250 30 14 250 30 16 250 30 18 250 30 20 250 30 24 250 30 30 250 36 8 250 36 10 250 36 12 250 36 14 250 36 16 250 36 18 250 36 20 250 36 24 250 36 30 250 36 36 250 42 12 250 42 14 250 42 16 250 42 18 250 42 20 250 42 24 250 42 30__ 250 Dimensions in Inches Wei in Pounds Tee Cross All All MJ Md 985 1025 1000 1045 1020 1085 1030 1110 1055 1155 1075 1200 1400 1590 1450 1675 1535 1835 1730 1770 1745 1795 1760 1830 1780 1865 1800 1905 1820 1950 1845 2000 1875 2060 2400 2675 2595 3075 2520 2565 2535 2600 2550 2630 2570 2665 ~ 2705 2610 ~ 2635 2805 2690 2910 3545 3965 3745 4370 3555 3640 3575 3675 3595 3715 3615 3755 3640 3810 3690 3910 4650 5040 For dimensmns of MechantcM Joint bells see page MJF 2 MJF lo 48 48 48 48 48 48 48 48 48 Size in inches Run Branch 42 36 42 36 42 42 42 42 48 12 48 14 48 16 18 20 24 30 36 42 42 48 48 Rating psi 150 25O 150 25O 250 250 250 250 250 250 250 250 150 250 150 250 Dimensions in Inches Weight ~ Pounds Tee Cross All All MJ MJ 4880 5425 6075 6655 5085 584O 632O 7145 4870 4955 4885 4985 49O5 5025 4925 5O65 495O 5115 4995 5210 5140 5495 6280 6790 6510 7150 8130 8815 6765 7655 8420 9380 For d.ne.s~ons of MechanicM Joint bells see poge MJF 2 MJF-11 Mechanical Joint Fit a s Thickm'ssc~, D~mensions aud Wc'~h s c~3 "thrcm~h 48 Contigen loANSI/A~VA ClIO~A2110 Base Tees -- Dimensions in Inches Weight Weight Size Pressure in Pounds Base in Rating S Only Inches psi R Diameter T U Md & Md Pounds 3 350 4.88 5.00 .56 .50 60 5 4 350 5.50 6.00 .62 .50 90 10 6 350 7.00-- 7.00 .69 ~2 140 15 8 350 8.38 9.00 .94 .88 215 30 10 350 9.75 9.00 .94 .88 340 30 12 350 11.25 11.00 1.00 1.00 455 45 14 350 12.50 11.00 1.00 1.00 570 50 16 350 13.75 11.00 1.00 f. 00 700 50 18 350 15.00 13.50 1.12 1.12 895 75 20 350 16.00 13.50 1.12 1.12 1095 75 -- 24 350 18.50 13.50 1.12 1.12 1615 80 30 250 23,00 16.00 1.1~ 1.15 2715 120 -- 36 250 I- 26.00 19.00 1.25 1.15 3905 160 -- 42 250 30,00 23.50 1.44 1.28 6590 270 48 250 34.00 25.00 1.56 1.42 8755 335 Dimension 'R-~s a finished d~menslon: unfimshed bases ~ dl be 1/8" longer Mechanical Joint Fittings Tflicknesses. J%.mensions and W~ights of 3' through 4$ FitHn~ Conform to ANSI/A WWA ClIO/A21.10 Reducers MJ and MJ T Large End Md L T Small End iVlJ Size in lnehes Large 4 6 6 8 8 10 10 10 12 12 12 12 Rating T Small psi ~. 3 350 _52 3 350 .55 4 350 .55 4 350 .6O 6 350 .60 4 35O .68 6 350 .68 8 350 .68 4 350 .75 6 350 .75 8 350 .75 10 350 .75 Pressure Thickness Y, IlL .48 .48 .52 .52 .55 .52 .55 .60 .52 .55 .60 .68 Small MJ and MA End Md 40 35 55 50 60 60 80 80 95 90 105 100 115 115 135 130 135 130 150 150 165 165 190 190 End MO 4O 55 60 130 145 165 185 or dimensions of Mechanical Joint bells see page MJF-2 For dimensions of pla in ends see page MJ F 3 Eccentric reducers with the same dimensions and weights given for concentric reducers are available when spectfied on the purchase order. MJF 14 ~ Small Large Size ~ Inches Pressure Thickness M3 and MO End M3 End Md Rating T T, L Beighl L Weight L ~'eighl Large Small psi m in m. lb. m. lb. in lb. 14 6 350 .66 .55 16 190 24 175 24 185 14 8 350 .66 .60 16 210 24 190 24 205 14 10 350 .66 .68 16 230 24 215 24 230 14 12 350 .66 .75 16 255 24 240 24 255 16 6 350 .70 .55 18 230 26 210 26 230 16 8 350 .70 .60 18 250 26 230 26 250 16 10 350 .70 .68 18 280 26 255 26 275 16 12 350 .70 .75 18 305 26 285 26 305 16 14 350 .70 .66 18 335 26 310 26 315 18 8 350 .75 .60 19 295 27 270 27 295 18 10 350 ~75 .68 19 325 27 300 27 320 18 12 350 ~75 ~75 19 350 27 325 27 350 18 14 350 ~75 ~66 19 380 27 355 27 365 18 16 350 .75 .70 19 415 27 390 27 395 20 10 350 .80 .68 20 375 28 345 28 375 20 12 350 .80 .75 20 405 28 375 28 405 20 14 350 .80 .66 20 430 28 400 28 415 20 16 350 .80 .70 20 470 28 435 28 445 20 18 350 _80 .75 20 510 28 475 28 485 24 12 350 .89 .75 24 550 32 510 32 550 24 14 350 .89 .66 24 575 32 535 32 560 24 16 350 .89 .70 24 615 32 575 32 595 24 18 350 .89 .75 24 660 32 620 32 635 24 20 350 .89 .80 24 705 32 665 32 675 30 18 250 1.--03 .75 30 990 38 885 38 965 30 20 250 1.03 .80 30 1050 38 945 38 1020 30 24 250 1.03 .89 30 1165 38 1060 38 1125 36 20 250 1.15 .80 36 450 44 1285 44 1420 36 24 250 1.15 .89 36 1580 44 1410 44 1535 36 30 250 1.15 1.03 36 1855 44 1690 44 1750 ['or dimensions of MechanicM Joint bells see page MJF 2 For d~mensions of plato ends see page MJF 3. M,JF 15 Mechmzical Joint Fittings Thicknesses, Dimensions and We~h t30.[-3" through 48"Fittings Conform Io ANSI/AI4~qA ClIO~A21.10 Reducers Size m Inches Pressurel Thickness MO and MO Rating T T, 1, Weight Large Small psi m. in. ~. lb. 42 20 250 1.28 .80 42 1915 42 24 250 1.28 .89 42 2060 42 30 250 1.28 1.03 42 2370 42 36 250 1.28 1.15 42 2695 48 30 250 1.42 1.d3 48 3005 48 36 250 1.42 1.15 48 3370 48 42 250 1.42 1.28 48 3750 11 Large VI,J End MO Weight L Weighl lb. in. lb 705 50 1880 855 50 2020 165 50 2265 485 5O 2530 740 56 2900 100 56 3205 480 56 3540 Small End For dimensions of Mecha nicM Joint bells see page MJF-2. For dimensions of plain ends see page MJ F 3 jVICCI ILLI llCdl Jr)Il it ritUll~ Thicknesses, Dimensions and Weights of 3 "through 4$" Filtings conform to ANSJ/AWWA C! l O/A21 10 Caps And Plugs CAP -T 3' 24' pLUGS Size in Inches Rating psi Dimensions Caps Weight lb. Plugs Weight lb. 3 350 .48 12 12 4 35O .52 20 20 6 350 .55 30 35 35O 45 .60 8 10 350 .68 60 12 350 .75 80 14 250 .82 115 25O 250 250 250 250 250 250 16 18 2O .89 .96 1.03 1.16 50 65 24 30 36 42 85 115 155 145 215 25O Dimensions T T, .50 .. .60 -. .65 -. .70 -. .75 .. .75 .. .82 .. .89 .. .96 .. 1.03 . · 1.16 . · 1.37 1.58 1.78 1.96 48 250 37O 1.37 , 680 1.58 1005 1.78 1535 1.96 1950 185 225 335 66O 975 1355 1810 MJF23 Conform to ANSI/A WWA CI I O/A2 I.I O Sleeves SOLID SLEEVE Size in Inches Rating T psi in. 3 350 4 350 6 350 8 350 10 350 12 350 14 16 18 20 24 30 36 42 48 .48 .52 .55 .60 .68 .75 350 .82 350 .89 350 .96 350 1.03 350 1.16 250 1.37 250 1.58 250 1.78 250 1.96 7.5 7.5 7.5 7.5 7.5 7.5 9.5 9.5 9.5 9.5 15 15 Solid Weight lb. 25 35 45 65 85 110 165 200 24O 275 36O 745 1030 1330 1645 L2 12 12 12 12 12 12 15 15 15 15 15 24 24 24 24 Weight lb. 30 45 65 85 115 145 225 275 330 38O 505 1085 1495 1940 2405 For Dual Purpose Mechanical Joint Solid Sleeves see page M~F 24 For Dimensions of Mechanical ,Joint bells see page MdF 2 'Ve do nol manufacture Split Sleeves Our Irma/sales office can obtain dimensions and prices for Split Sleeves produced by other NOTE: Transltmn sleeves, 4 ~ through 12 ~ dia neter, are no longer manufactured If necessary to connecl smaller O D steel pipe to standard Ductile Iron O D p pe we can furnish standard Mechanlcaldoint Sleeves s~ilh a Iransition gasket for lhe steel pipe O D MJF 20 Mechanical Joint Fittings Thwknesses, £h'mens~ons n~d We~,hts c~ 3 throu~t ConJo~ toANSJ/AWg4M (?IIOM21 10 Offse T Md and PE ~_ MJ and PE Pressure Size ~ Rating D T L Weight ~ehes psi ~. in. ~. lb. 4 350 6 .52 27 70 4 350 12 .52 30 80 6 350 6 .55 28 105 6 350 12 .55 34 130 6 350 18 .55 41 160 8 350 6 .60 29 155 8 350 12 .60 36 195 8 350 18 .60 43 240 10 350 6 .68 30 220 10 350 12 .68 38 280 10 350 18 .68 46 340 For dimensions of Mechanical Joint bells see page MJF 2 For dlmensmns ofp a n ends see paFe MJF-3 Pressure MOand PE Size~ Rating D T L Weighl ~ches psi ~- in. ~. lb. 12 350 6 .75 34 320 12 350 12 .75 43 420 12 350 18 .75 56 520 14 350 6 .66 35 365 14 350 12 .66 46 465 14 350 18 .66 57 570 16 350 6 .70 -- 35 440 16 350 12 .70 48 580 16 350 18 .70 58 690 Mechanical Joint Fimn s J '*~ ;~:x oFx ' ih~ou~h 4,q Fi~ngs Thicknessc& Dimensions aha ~,~c~S.~ ~- Co~[o~ to ANSI/A~A ClIO~A21.10 Tapped Tees k Size in Inches 3 4 8 10 i-2 Pressure Rating psi 35O 350 350 350 350 350 8 Maximum Tap In Boss 2 1/2 2 1/2 2 1/2 2 1/2 2 1/2 2 1/2 Weight lb. 35 45 7O 95 130 165 For dimensions of Mechanical Joint be lis see pagv MJ F ? Two bosses can be u~efl to make a t~pped cross MJF.19 Mecnamcaljomt rlttU g> ,, Thzcknesse& Dm~cn ~ions a~zd Web, his of 3" through 48 Fi~ings Confi2~ to A ~rSJ/A WWA C]I O/A 2 I. 10 Co ec g Pieces, One End H ged Md and Flange 8"for 3-24"s~ze lO" for 3~36" s~ze lg"for 42M8" s~ze Flange and PE Weight~ Pounds Pressure Size~ Rating T ~ches psi Inches Md & Fig. Fig.& PE 3 250 .48 30 30 4 250 .52 40 40 6 250 .55 60 55 8 250 .60 85 85 --10 250 .68 ~15 115 12 250 .75 155 155 14 -250 .66 195 180 16 250 .70 240 220 18 250 .75 280 255 20 250 .80 340 305 24 250 .89 455 415 30 250 1.03 760 600 36 250 1.15 1670 830 42 --250 1.28 1505 1115 48 --250 1.42 1885 1390 For dimensmns of Mechamcal Joint bells see page MJF-2 For dimensions of plain ends see page MJF 3 For dimensions of flanges see page FF 4 in the Flanged Fittings caLalog section MJ and Flange and Flange and PE connecting pieCes nmy be furnished from centrifugally cast pipe MJF 21 Conform lo ANSI/AWWA CI 10/A21.I 0 Wye Branches Size Dimensions in Inches m Pressure Wall Thickness Weight Inches Rating in Run Branch psi Run Branch A B C Pounds 3 3 350 48 48 10 3 __~ 10 60 4 3 350 .52 48 12 3 12 85 4 4 350 52 52 12 3 12 95 6 3 350 55 48 14 5 35 14.5 125 6 4 350 55 52 14 5 3.5 14 5 I35 6 6 350 55 55 145 35 14.5 150 8 4 350 60 52 17 5 d5 17 5 190 8 6 350 .60 55 17 5 4 5 17 5 205 8 8 350 60 60 17 5 45 17 5 225 10 4 350 68 .52 20 5 5 20 5 270 10 6 350 68 55 20 5 5 20 5 285 10 8 350 68 60 20 5 5 20.5 305 I0 10 350 80 80 20 5 5 20.5 375 12 4 350 75 52 24 5 5 5 24 5 375 12 6 350 75 55 24 5 55 245 390 12 8 350 75 60 245 55 245 415 12 10 350 87 80 24 5 5 5 24 5 500 12 12 350 87 87 245 55 245 535 -- 14 6 ~50 82 55 27 6 27 540 14 8 350 82 60 27 6 27 565 14 10 350 82 68 27 6 27 595 14 12 350 .82 75 27 6 27 630 14 14 350 82 82 27 6 27 690 I6 6 350 89 55 30 6.5 30 700 16 8 350 89 60 30 65 30 720 16 10 350 89 68 30 65 30 755 16 12 350 89 75 30 6 5 30 790 16 14 350 89 82 30 6 5 30 850 16 16 350 89 89 30 6 5 30 905 For dime nsions of Mechanical Joint bells see page MJF-2 MJF 25 Mechanical Joint Fittings ......... ~,~ o£3. throu£h 48~Fitffngs Thicknesses, Dimens~ons ana w~,~,..) ,~ o Co.n form to ANSI]AWWA C I 1 O/A21.10 Wye Branches -- -Size in Imches~_~__ -- l~-~--nn Branch --18-----6 18 8 18 10 18 12 18 14 18 16 18 18 --20 8 20 10 20 12 20 14 20 16 20 18 20 20 24 8 24 10 24 12 24 14 24 16 24 18 24 20 24 24 30 12 30 14 30 16 30 18 30 20 3O 24 30 30 36 12 36 14 36 16 36 18 36 20 36 24 36 30 36 36 Pressure Rating psi - 35-0 350 350 350 350 350 350 350 350 350 350 350 350 35O 350 350 350 350 350 350 350 350 250 250 250 250 250 250 25O 25O 25O 25O 25O 25O 25O 250 25O Dimensionsin Inches __ wall Thickness Run Branch A ___B '--96 "- -.55'-- -~-2 7~ ' 32 ' .96 .60 .96 .96 .96 96 .96 1.03 1.03 1.03 I 03 1.03 1 03 1 03 116 116 1.16 116 116 1.16 1 16 I 16 1.37 1.37 1.37 1.37 1 37 I 37 1 37 1 58 1.58 158 1.58 1 58 1 58 1 58 I 58 .68 .75 .82 89 .96 .60 .68 75 .82 96 1.03 6O 68 75 82 .89 .96 I 03 75 .82 89 96 1 03 I 37 75 82 .89 96 103 1 37 1 58 32 32 32 32 32 35 35 35 35 35 35 35 40.5 4O5 40 5 4O5 40 5 405 40.5 4O 5 49 49 49 49 49 49 49 60 60 60 60 60 60 6O 60 C~~ _ W~imght Pounds -- 3~--- I-- 865 32 890 7 32 925 7 ~2 960 ? 32 1015 7 32 1070 7 32 1135 8 35 1115 8 35 1150 8 35 1190 8 35 1250 8 35 1300 8 35 1365 8 35 1435 ~ 1625 9 40.5 9 4O 5 1660 9 40.5 1700 9 40.5 1760 9 40 5 1815 9 40 5 1880 9 40 5 1950 9 40 5 2115 ~ 2850 10 49 10 49 2915 10 49 2975 10 49 3040 10 49 3115 10 49 3280 10 49 3670 19~5~- 60 4895 19 5 6O 4970 195 60 5040 19 5 60 5120 19 5 60 5205 19 5 60 5390 19 5 60 5805 195 60 6335 For dlmensions of Mechanical Jmnt bells see page MJF 2. Mechanical Joint Fittings Thicknesses, DimenSions and Wrights of 3' through 48" Fi~'ngs conform to ANSi/AWWA ClIO~A21.10 Tees and Crosses 'Size in Inches pressure Rating Run Branch psi 24 6 350 24 8 350 24 10 35O 24 12 350 24 14 350 24 16 35O 24 18 35O 24 20 350 24 24 350 30 6 250 30 8 250 30 10 250 30 12 250 30 14 250 30 16 250 30 18 250 30 2O 25O 30 24 250 30 30 250 36 8 25O 36 10 25O 36 12 250 36 14 250 36 16 25O 36 18 250 36 20 25O 36 24 25O 36 30 250 36 36 25O 42 12 25O 42 14 250 42 16 250 42 18 250 42 20 25O 42 24 250 42 30 250 For dimensions of Mechanical Joint bells see page MJF 2 Dimensions in Inches MJF-10 Tee All MJ 985 1000 1020 1030 1055 1075 1400 1450 1535 1730 1745 1760 1780 1800 1820 1845 1875 2400 2595 2520 2535 2550 2570 2610 2635 2690 3545 3745 3555 3575 3595 3615 3640 3690 4650 rands Cross All MJ 1025 1045 1085 1110 1155 1200 1590 1675 1835 1770 1795 1830 1565 '1905 1950 2000 2060 2675 3075 2565 2600 2630 2665 2705 2805 2910 3965 4370 3640 3675 3715 3755 3810 3910 5O40 Weight ~ Pounds Size ~ ~ches Pressure Dimensions ~ Inches Tee Cross Rating Run Branch psi T Tl H j All All MJ MJ 42 36 150 1.28 1.15 31.0 31.0 4880 5425 42 36 250 1.78 1.58 31.0 31.0 6075 6655 42 42 150 1.28 1.28 31.0 31.0 5085 5840 42 42 250 1.78 1.78 31.0 31.0 6320 7145 48 12 250 1.42 .75 26.0 34.0 4870 4955 48 14 250 1.42 .66 26.0 34.0 4885 4985 48 16 250 1.42 .70 26.0 34.0 4905 5025 48 18 250 1.42 .75 26.0 34.0 4925 5065 48 20 250 1.42 .80 26.0 34.0 4950 5115 48 24 250 1.42 .89 26.0 34.0 4995 5210 48 30 250 1~42 1~03 26.0 34.0 5140 5495 48 36 250 1.42 1.15 34.0 34.0 6280 6790 48 42 150 1.42 1.28 34.0 34.0 6510 7150 48 42 250 1.96 1.78 34.0 34.0 8130 8815 48 48 150 1.42 1.42 34.0 34.0 6765 7655 48 48 250 1.96 1.96 34.0 34.0 8420 9380 For dimensionsof blechanical Joint bells see pa ge MJF 2 MJF- 11 Your Connection to the Future 3 1103 0,1 3° 350 4 1104 7,~ 3° 350 8 1106 1LB 30 350 8 1108 14.9 3° 350 10 1110 23.9 3~ 350 12 1112 31.2 3° 360 14 1114 49.7 2° 350 16 1116 56,4 2° 350 lg 111~ 63,6 1~° 250 20 1120 71.0 l~° 250 24 1124 128.7 1%o 250 30 1130 1902 1° 250 36 1136 226,5 10 250 42 1142 518,9 1~ 250 48 1148 608,3 1° 250 M ALUG® SERIES 11OO Mechanical Joint Restraint For Ductile Iron Pipe Features and Applic_abon. · Sizes 3" through 48" · Constructed of ASTM A536, 65-45-12 Ductile Iron. · The Mechanical Joint follower gland is incorporated into the restraint. · Heavy Duty thick wall design · Support Products Available: · Split repair style available 3 inch through 48 inch. EBAA Series 1100SD · Solid restraint harness available for push-on pipe bells. EBAA Series 1700 · Split restraint harness available for existing push-on bells EBAA Series 1100HD · All MEGALUG and related restraint products can be furnished as packaged accessories complete with appropriate restraint, gasket, lubrication and bolting hardware. For use on water or wastewater pipeJines subject to hydrostatic pressure and tested in accordance with either AWWA C6OO or ASTM D2774. Megalug wedge impression on ductile iron pl, ve Made in qbe U 5 A 0204 S C U S Patellt No 4092036r ?.}00 489690:/, 5544922 462/774. 477~ · Copyright 2002 © EBAA IRON, Inc. MEGALUG: THE PRODUCT OF PREFERENCE SINCE 1984 _Since 1984, engineers and corrtractors designing and Iling water and wastewatel pipelines and systems have ,ne to rely on the EBAA Series 1100 MEGALUG Mechanical Joint Restraint as the "Product of Preference" for effectively and economically restraining ductile ~ron pipe connections above or below ground MEQALUG Mechanical Joint Restraints replace external restraints such as cumbersome concrete thrust pie(ks and corrodible metal tie rods creating a quicker, safer and more economical installation Major testing laboratories agree as the 3" through 24" sizes are Underwriters Laboratories (UL) listed, and the 3" through 12" sizes are Factory Mutual (FM) approved. 0 For use on all classes of ductile iron pipe (PCSSO through PC150 and CL56 through CLSO), for practically any application including valves, hydrants and pipe, the MEGALUG Mechanical Joint Restraint effectively and safely performs without damage to the p~pe or cement linings. THE MEGALUG GRIPPING WEDGE... PERFORMANCE PROVEN The wedge style Megalug des~ga reacts te the amount of force acting on the joint. Wherr each wedge is set, the wedge teeth penetrate the pipe's outer aurfa(e, aud wedge does aot move on tire pipe. There is very little change in this interface until the wedge movement begins ius~de the pocket of the main casting. Once the wedge starts mowng, the formation of the buttress begins. ~ "danP' of material (the wedge ~ssl()n} is cold formed ~s the wedgln~ .... 4RCM~' ~,on confinues It the force of pressure MOVEMENT acUnEonthejomtisreleased, thewedge After the wedge has moved to lite back of moves back to near ~ts ong hal position, the pocket at the maximuro pressure or rhis engages the reserve coatrolled load, the wedge buttress are m shear The The RCM is available even with severe cyclic loads. This has been tested to very high- pressure differentials and the wedge inlpresslons look the same as if a single test had been performed. Typmally, the depth of pipe wall penetration, or wedge impression at around 25,000 peunds of force per wedge (200 psi on a six ~nch and 150 psi on a twelve inch) is 003". Finally, at roughly twice that force the penetraUon is; around 005" At these high pressures, there is no affect on the design thickness of ductile iron p~pe made aLcording to AWWA C150. The lack of darnage to the cement lining clearly '~ indicates that the thrust load is primarily longitudinal. This ability to move m the pocket allows lot angular llexibilily as well as Iongituctina[ Mechanical Joint Restraint Sample Specification Restraint devices for mechanical joint fittings and appurtenances (onformingto either ANSI~AWWA Cl11/A21.11 or ANSI/AWWA C153/A21.53, shall conform to the following: .__Design Restraint devides for oominal pipe sizes 3 inch through 48 inch shall consist of multiple gripping wedges incorporated irrto a follower gland meeting the applicable requirements of ANSI/AWWA Cl10/A2110. The devices shali have a working pressure rating of 350 psi for 3 16 tach and 250 psi for 18-48 inch. Ratings are for water pressure and must include a minimum safety'factor of 2 to i m all sizes. Material Gland body, wedges and wedge actuating components shall be cast from grade 65-45 12 ductile iron material in accordance with ASTM A536. For applications requiring restraint 30 inch and greater, an alternate grade of iron meeting the material requ~rereents of ASTM A536 is acceptable, providing the dewce meets all end product performance requirements. Ductile iron gripping wedges shall be heat treated within a range of 370 to 470 BHN. Three (3) test bars shall be incrementally poured per production shift as per Underwdter's Laboratory (UL) specifications and ASTM A536. Testing for tensile, yield and elongation shall be done in accordance with ASTM E8 Chemical and nodularity tests shall be performed as recommended by the Ductile iron Society, on a per ladle basis. Traceability An identification number consisting of yearr day, plant and shift (YYDDD)(plant designation)(Shift number), shall be cast into each gland body. All physical and chemical test results shall be recorded such that they can be accessed via the identification number on the casting. These Material Traceability Records (MTR's) are to be made available, in hard copy, to the purchaser that requests such documentation and submits his gland body identificabon number. Production pieces that are too small to accommodate individual numbering, such as fasteners and wedges, shall be controlled in segregate inventory until such time as all quality control tests are passed These component parts may then be released to a general inventory for final assembly and packaging. All components shall be manufactured and assembled in the United States. The purchaser shall, with reasonable notice, have the right to plant visitation at his/her expense. Installation Mechanical joint restraint shall require conventional tools and installation procedures per AWWA C600, while retaining full mechanical joint deflection during assembly as well as allowing joint deflection after assembly. Proper actuation of the gripping wedges shall be ensured with torque limiting twist off nuts. Approvals Restraint devices shall be Listed by Underwriters Laboratories (3" through 24" inch size) and Approved by Factory Mutual (3" through 12" inch size). Mechanical joint restraint shall be Megalug Series 1100 produced by EBAA Iron Inc, or approved equal. Series 11OO Submittal Reference Drawing -M - 0.75 J 0.125 ,- C SECTION A-A 11 SECTION B-B M U S A 3 1103 4.48 2,27 4,06 0,62 9,06 0.750 6.19 7.69 2 4 6.1 350 ~ 1104 5.92 2.27 4.90 0.75 9.90 0.875 7.50 9.12 2 4 7,6 350 --'~o 1106 8.02 2,27 7.00 0,88 12.000.875 9,50 11,12 3 6 11.8 350 ~ 1108 10.172.31 9,15 1,00 14.150,875 11,7513,37 4 6 14.9 350 --~10 1110 12.222,37 11,20 1.00 16.200.875 14.0015,62 6 8 23.9 350 ~12 1112 14.322.37 13.30 1.25 18.300.875 16,2517.88 8 8 31.2 350 ---~14 1114 16,402.69 15.44 1.50 20.940.875 18.7520.25 10 10 49.7 350 ---~16 1116 18,502,69 17,54 1,56 22,900,875 21.0022.50 12 12 56,4 350 '---'~18 1118 20,502,69 19,64 1.63 25,000,875 23.2524,75 12 12 63.6 250 --~20 1120 22,702.69 21.74 1.69 27,100,875 25,5027.00 14 14 71.0 250 · --~24 1124 26,903,20 25.94 1,81 32,640,875 30.003L50 16 16 128,7250 "~,30 1130 33,293,20 3217 2,25 38.871.125 36,883912 20 20 190,7250 36 1136 39.593,20 38.47 2,25 45,171125 43.7546,00 24 24 226.5250 42 1142 45.794.56 44,67 3.88 55,571.375 50,6253.48 28 28 518.9250 48 1148 4.56 50.97 3.88 61.871375 57.5060,36 32 32 608.3250 THE ORIGINAL PATENTED GRIPPING WEDGES Since 1964 EBAA Iron has responded aggressively to the needs of the water -- industry for better solutions to joint restraint problems thus the development of the family of self actuating MEGALUG wedge action restraints. TOOLS MEGALUGS install using an ordinary ~ wrench (box, ratchet, or aindriven), ~ because the torque limiting, twist-off ~"~'~ nuts auL. omatically shear during -~ tightening when the proper torque is reached. The same i~A wrench used to ~' tighten the T-bolts on the 4 throug 24" s~zes can be used to tighten and shear the twist off nuts in all sizes. If removal becomes necessary, a hex head remains so the screws can be loosened, and retightened with a torque indicating wrench. During removal, the wedges are held in place by retainer clips. DEFLECTION -- The MEGALUG gripping wedges provide resiliency to your pipeline design. In addition to deflecting as much as allowed bythe mechanical joint during installation, it can also deflect after assembly: ,izes of 12" and below are capable of up to 3 degrees of deflection after installation (depending on the preset deflection.) The :].4" and 16" sizes are capable of 2 degrees deflection The 18" through 24" sizes are capable of 1.5 degrees deflection. The 30'r through 48" sizes are capable, 1 degree deflection. STEEL PIPE The 1100 Series MEGALUG can be used to restrain 3" 8" SCH 40 or 80 steel pipe when joining to mechanical appurtenances. It can also be used on steel pipe in all sizes if the pipe's outside diameter is the same as the ductile iron pipe and its thickness is equal to or greater than PC350 ductile iron pipe in sizes of :16 inch and below and PC250 ductile ~ron pipe 18 inches and above. CAST IRON PIPE Grey ~ron pipe diameters are often larger than ductile iron pipe diameters. The Series 1100 MEGALUG restraint may be ised with grey iron pipe having standardized cast iron O.D. per C150 and C151, and with pit cast Classes "A" and "B" without modification. Use of the Series 1100 with pit cast grey iron Classes "C" and "D" will require oversizing the MEGALUG. More information on this is explained in detail in "Connections Bulletin DI-i". int restra! a stand motor lbs. Cc :iOad Installation Instructions The Series 1100 Megalug® joint restraint is designed for use on ductile iron pipe conforrrling to ANSI/AWWA C151/A2~ .5~ (all thickness classes)"when restraining mechanical joint pipe or fittings. Clean the socket and the plain end. Lubrication and additional cleaning should be provided by brushing both the gasket and the plain end with soapy water or approved pipe lubrication meeting the requirements of ANSI/AWWA Cl11/A21 11, just prior to slipping the gasket onto the plain end for joint assembly. Place the gland on the plain end with the lip extension toward the plain end, followed by the gasket. * 3. insert the pipe into the socket and press the gasket firmly and evenly into the gasket recess. Keep the joint straight dunng assembly. * 4. Push the gland toward the socket and center it around the pipe with the gland lip against the gasket. Insert bolts and hand tighten nuts. Make defleotion after joint assembly but before tightening bolts. . Tighten the bolts to the normal range of bolt torque (45 60 ftdbs for 3". 75 90 It lbs for 4" through 24", 100-120 ft lbs for .'gO" and 36". and 120 150 ft-lbs for 42" and 48") while at all times maintaining approximately the same distances between the gland and the face of the flange at all points around the socket. This can be accomplished by partially tightening the bottom bolt first, then the top bolt, next tile bolts at either side, finally the remaining bolts. Repeat tile process until all bolts are within the appropriate range of torque. The use of a torque indicating wrench will facilitate this procedure. Tighten the torque limiting twist off nuts in a clockwise direction (direction indicated by arrow on top of nut) until all wedges are ~n firm contact with the p~pe surface Continue tightening ul an alternating manner until all of the nuts have been twisted off FOR MORE INFORMATION if removal is necessary, utilize the 5/8" he) heads provided. If reassembly is required, assemble the joint m the same manner as above, tighten the wedge bolts to 90 ft lbs. If the Series 11OO restraint is removed from the pipe, be sure that all of the collar bolts and wedges are in place before the restraint is reassembled. * These steps are requirements of AWWA. AWWA Standards¢ C600, Sec. 3.42 For more information about Mega/ug restraints call EBAA today and request "EBAA Cormections Bulletin~B Dt 1" concerning use of MEGALUG restraint on grey iron pipe, or" EBAA Connections Bulletin~ DI 2" covenng the background and operation of the MEGALUG system of restraint. "EBAA Thrust Restraint Des gn ' software is available for PC/Windows app[ir:ations. Support documentation about the software can ~- be found in" EBAA Connections Bulletin PD J through PD 5" EBAA IRON Sales, Inc. PO Box 857, Eastland. TX 76448 T~I/254) 629 1731 Fax: (254) 629 8931 (800) 433 1716 within US and Canada ebaa@easlland net www ebaa corn Arnencan Wa~er Works Assodalion ANSI/AWWA Cl 04/.8,21.4-90 (Ftev~s,on ol ANSI/AW'WA C104/AZ1 4-85) AMERICAN NATIONAL STANDARD }'OR CEMEN%MORTAR LINING DUCTILE-IRON PIPE AND FITTINGS FOR FOR WATER Scope This standaid covers shop apphed cen, ent mortar linings specliSed in the AN'SI'/A~,VWA CT100/AXI series o£ sUmdards k~r ductile iron puoe a~d ductile iron and ~ay cron httings for water and ts tntended for use as a supplement to Lhose standards Sec. 4-2 Cement The cernent shall meet the requirements lit ,a~%TM: C150, Standard Specil~ca hah fur Portland ('ement The analys~s and pl'~¥s~ca] test records of each sMpment shall be re/all,ed for reference for one y~ar The type of cement selected shall be to the optmn of the pipe and fittings manufacturer Sec_4-S Sand 4 ,t i [;,;)e o/ .sand The sand shall be ~eJl t?aded from tine to coarse, snail 4-3 2 1 ~;ampling The sand ~ be tested shall be sampled accordg~g [o Sec a~d ~ec 15 of A~TM D75, ~tandard Pt act~ce for ~;arruolinf: 'Axnenc2in t/atonal 5tar~dxrcb rmst~t~Ce thc, 1430 Broadway, Ne,v York. NY 10018 tAmenoin ?5o<qety for Testqng had M~t~nah, 1916 bLac~ 5it. Philadelphin, PA 19103 Table a~.! Req'dlre~q-,ent~, t-or 5~d Tested ~h Standard Siev~ ~mum ~uc~e,~ S~ev~ ~'q~Zrement' of ~ng 100 Percen~ of ~nd 75 ~ercent or'nd ~ (mm) ShMI Pass S~ve No ghaJl P~ Sieve No kd6 (1 6) 12 20 7'32 (2 4) l? 16 ~/g (32) 12 t %6 (48) 8 t 4 3 2 2 ~5~evc tasL5 The sa~d ',ha]] be tested with stazldard s~eves, as de~ned m ~STM Ell, Sumdard Speci~cahon for Wire Cloth Sieves for Testing Pu~oses, ~d shall meet the reqmrernents listed m Table 4 1 One sieve analysts sh~U be pe~ormed on each carload of sand dehvered Fo~ sa~d debvered byother means, one stove as~alysis shah be made for each b0 tons, (43,400 4 3 2 3 ('0lon~metrh test The test fur ~mpur]het; shah be m accordanc~ 4 3 2 3 2 The colorlme[r~c tests o( sartd frcm art e',tabJ~shed source of :;upp)7 shall he made or~(e uvenf '4x months For sand lrorn a new source, these tests shall 4 3 2 4 I)ecan~hon [est The sand shah be tested accordm~ ~o A%~5I Cl17, S~andard Te,,t MeEhod tot Ma[eriMs Freer rhcm 75 sm (N'o 200) Sieve m ~ega~es by Washin~ fineness map be de~am]~n~,d by usm&l ~he .&znert(nn Foundr%nerCs 5ocie(x' procedure, descr:bed m Sec 5 o¢ ~he Foun~ '/,;a¢¢ ~an~&no~, (Tth ed, 196,3) By this lot:er method, the ~otaJ perc~ntna¢ finer than No 200 s~e~e, as defined ,~TM Cl19, S[~/dard Deflmhon,, of f'crTr~s Rcl.ahng (o Natural ~u~ld~n~ S[ones equal to the ,~SJ percentile of clay plus, the percentage passing through the No 200 4 3 2 5 Te,,[ records ~e requirement', of 5ec 4 2 2 2, ~ec ,l 3 2 3, a~d 4 3 2 4 shah be met. and tJ:e rerord5 ~h,iH he rf Ctdtcd for reference for one ye:Jr '~m~er~,~n Fourldror, nen'~ Scenery. Golf ttnd Wolf Rtmds, De= Plmne~, I~, 6,0016-2277 Sec. 44 Water 'IRe water used for the mortar shall be potable water that is ~ee ~om obj~ fionable qu~tities of ~y irnpuNties that might reduce ~e strand, dt~abi~ty, or o~er desirable qualities of the moor Sec. 4-5 MotOr lot O~e linin~ shall be a mixture composed of cement, s~d, ~d water Admixt~es may be used promded the linings meet all ~e reqmremen~ of ~is s~ndard ~e cement-moOr shall con~n noL less ~ one pa~ of cement ~ two pa~s of sand, by volume. Sec. 4-6 S~faceofPipe~d Fittings for IAn~g T~e sub-ace to be lined shall be [rea horn projectmns of iron or other mate~als ~mt may protrude through the hning Sec. 4-7 Method of Lm~ff 4 7 I L~ning ofp~pe~ndfit~g's Pu~e shah be l~ned byacent~fugal process or a projection method F~ttings shall be lined by a projecbon meO~od or by hand apphcat~on 4 7 1 I Wa[~,r,,~ay5 and socket. ]be wa[ur,.a7 5u~dces of p~pe ~nd areas of i~n~rxLTs may be patched by cutting nut the defect*ye or damaged lining to the metal t,o that [h~- edges of 0~e hnm[: not removed a~e perpendicular to ~e pwe wal~ or sl~shtly uJMercut A st~fY motor shah he prepared in accordance ~th Sec 4 o The ct}t out area and the adjoining hniag shall be thoroughl7 wetted The ~ar shat[ be apphed to the ~Lou[ area and troweled smooth ~th the adjomi%~ linint7 After arw surface water has evaporated, but whale the path is stdl moist, shall be cu~ed as specdhed m Sec 4 i0 Sec. 4 8 T~c~ess of Lining 4 8 1 Szr~ndo~d thickness The thickness of hnings for p~pe ~d F~ttmgs. as dete~mn~d ~r~ Sec ,1 9, shall not b*~ l~ss than bl~ in (1 6 mm) for 3-in thro~h 12 m pipe. kt2 m (2 4 mm) ('or 14 :n tbrougb 24 m p~pe: and t,~ ~r~ (3 2 mm) for 30 in throuuh 54 m p~pe 4 8 2 Double r,5,ck~e3,, l~inmg,, ~th tb~cM~esses t~ce those specihed ~n Sec 4 8 1 shall be tu~w~lshed tf 5pec~hed by the purchaser 4 8 B 7'r~pcr ~/ hn~rlgs Lm,ng th~ckner, s may [.tper ~ ]e',5 tha~[ the specd~ed mm~mum th~ckne',s at the ends of the p~pe or lifting The [en~h ot the b~pe~ shall be as short :~ pract~cab]e and ,,hall not *,~ceed 2 ~n (51 mm) for st~tndard bnmgs or 4 in ([02 rnrn) for double tMckness Sec. 4 9 Determination of Thickness Lining thickness shalI be determined ~t intervals frequent enoc~gh [o ensure gem. 4-10 CuJ-illg The lining shall be cured in such a manner as ~o produce a properly hydrated mo~ar Iinin~ ~a~ i~ hard and durable and ~ll oL~e~se meeL ~e reqmremenLs ~ec. 4 11 The cure may be ~ec~d by ~e applJcaL~oa ora seal coat ~ the still hnin~ Sec. 4-11 I~ng Q~ty The lining sa~ace shah be free from ridges, co~gations, or defects ~a~ reduce the thickness of~e lining toless th~ the specified ~ickness 4 11 1 Crocking. crying, and [oose ureu4 ~ngitudina} cracks ~ lea~s equal to or less th~ the pipe circumference are accep~ble. In pipe larger 24 in (~00 mm) in diameter, longer lon~tudmal cracks are accepL~ble, if it can be dernon~,trated to the satisfaction of the purchaser that such cracks ~d[ close and able Looue areas ofceme:nt limng m a ptpe o~ fi~Nng are acceptab/p ~fthe Iinmg 4 11 2 ,5'u;~xce appea/ance Due to hand ~nishmg, the limng5 ~n fittings may have a sut4ace appearance that di~er5 (rom that of pipe linings ,4 11 3 Field repczz~ linings may be repaired in the ~eld m accordance LTec ,i 7 2 ~ec 4.12 ~ezd ('oat 5ha I be ar?sed cn at the time of purcha%e ar:d hall be spec~l~ed oq the purchase ~ [2 2 ,~e~][ c(~jz c~g,~acter~tc5 The 5ea~ coat shall adhere to the mortar the quahCy color, taste, or odor ofpotab[e 4 12 3 1 Requirements The seal coat materials shall not yield 18 m~qn 2 (0 028 m~mrn2) of su~hce exposed or of 50 rn~ by weight ot the water 4 12 3 2 Freqc~ency of ce'st fhe sea] co~*[ material shall be Cested a~ Sec ,1 !~3 l 4 12 3 3 Melhod of te,,ting The procedure used in the d*tt, rTmnat~on of' Lhe TECHNICAL ~DVIS OR¥ /D,c~me~: Ta-om .Position thc pipe. if po~sthlc, so the area Jo be patched is on the bol[om or six o'clock location. T'his enhance the pa~ched lining staying in p[ace until fl is set ~,p and c'urezt Break our any loose lining m dm areas adjacent [o the area w be patched Use a sharp edge such as a chisel to unde~cul the edge4 of the remaining bonded lining Brush the bare spot cIe~m, complewJy free of chips, dust etc. M;~ke ~are the surface ~o be lined is not oily. WeI the area to be patched and brash or wipe offany excess water. iVii× die patchirlg mortar us~g equal parcL hy volu~, of }'o[ll~d Ccr~n~ ~E I or ~I'E ~) ~d sand ~ the oN~na] lining co~ ~}>E V Sub;hare Resis~/ Ce~'nk ~}x marcNal should be- used io n~kc thc repair ) Add w~[er to comistancy suitable for trowe[mg~ g~ld m~[ be clean and if be~ch sand i5 used st mus~ ~ wmshcd wi~ flush wa[ct. C'_emeni addiavex (i.e. acr>,lic ~nodifiers, superplastizers, etc.) ~proved by ~e pipe m~n. acmrcr may ~ add~ ~o improve wo~ab~ m~d enhance adhesion ~d c~ng p~o~mes of ~lc moa~. 11 Ole re.mar lir~irrg i~ ~{cndcd for usc in ddn~g water systc~, ~c ad.dye shall ~ ~o~ to have no deleterious cfl~t upon ~he quMi[y of the wamr 7 Usc a molders [rowel. or si~ t~k m,d trowel O~e mo~' evenly over the bare spot Finished surface should be smm>~, even. ~d bl~ded to tim lining. 8 Cov~ ~e palch ~ a w~ cloth ~urlap bag is suitable) to pievent rapid d~ing which may cause ~ackiag In cold wea01~, th~ pained aec should be prolected frum freezing Wat~ so~ed foldt'J newsp~ can bc used to cover patchc~ ~eas. Keep patched area covert'd, preferably ~cnw-four (24) horns, ~g wart if ngccss~ to keep ~hc patch &rap. If ~c patch is in thc upper or side quadrata, thc cloth or ncwspap~ covering c~l ~ ptop~-d ~ place by slic~ or ~oc~ 9 If ~le ol~g4n~ cement lining is seMct~.trcd, after the moa~ is finn ~o much, pam~ ~hc repel,ed area wld~ a~ approved s~lcoat (msphaltic palm) April 11, 1996 UGHES SECTION ~ - MISCELLANEOUS SERIES 400 COUPLINGS FLG COUPLING ADAPTERS FLG ACC SETS FLOOR DRAINS YARD HYDRANT WALL PIPE SEALANT ROMAC SMITHBLAIR STANDARD HARDWARE JAY R SMITH JAY R SMITH LINK-SEAL AWWA C219 MATERIALS Flange RUMA~ INUU~ I I{11:~, INf~. STYLE FC400 COUPLING SUBMITTAL INFORMATION ~NS~SF 61J The Romac Series 400 style couplings meets all specifications set forth in the AWWA Standard C219. AWWA Class D Steel Ring Flange, compatible with ANSI Class 125 and 150 bolt circles. End Ring and Body Gaskets Bolts and Nuts Coatings PRESSURE ANCHOR PINS SIZES AND RANGES The end dng and body are made from ASTM A 36 steel or ductile (nodular) iron meeting or exceeding ASTM A536, Grade 65-45-12. When anchor pins are requested on FC400's, the wall thickness of the body will be 3/8". Gaskets are made from rubber compounded for water and sewer service in accordance with ASTM D 2000 MBA810Z. Other compounds are available for petroleum, chemical, or high temperature service. High strength low alloy steel bolts and nuts. Steel meets AWWA Standard C111. Type 304 and 316 Stainless Steel bolt matedal optional. Shop coat applied to pads for corrosion protection in transit. Fusion bonded epoxy, liquid epoxy and other coatings available on request. -.,,fhen propedy installed on a pipe that is within the coupling manufacturer's tolerances, Romac style FC400 Flanged Coupling Adapters can work at pressures up to the maximum rating of the flange. AWWA Class D flanges are rated for 175 psi in 4" through 12" sizes and 150 psi in 14" and larger. Higher working pressures can be accommodated with AWWA Class E or F flanges. Consult your representative. Anchor pins (12L14 carbon steel) to restrain fitting, available as option. See Catalog. 9/04 Romac Document Number 30-8-0004 This information is based on the best data available at the date printed above, please chert; with Romac Engineering Depa~tmen{ for any updates or changes, Phone (42S} g51 6200 · Toll Free 1 800 426 9341 - Fax (425) 951 6201 · www. r0maclndustrie$.com 69 ROMAC INDUSTRIES, INC. STYLE 400 & RC400 COUPLINGS SUBMITTAL INFORMATION AWWA C219 The Romac Series 400 style couplings meets all specifications set forth in the AWWA Standard C219, MATERIALS End Rings & Center Ring The end: rings and center ring are made from ASTM A 36 steel. Gaskets Gaskets are made from NBR rubber compounded for water and sewer service in accordance with ASTM D 2000 MBG 710A. Other compounds are available on request, Bolts and Nuts High strength Iow alloy steel bolts and nuts. Steel meets AWWA Standard C11 I, Type 304 and 316 Stainless Steel bolt material optional. Coatings Shop coat applied to parts for corrosion protection in transit. Fusion bonded epoxy, liquid epoxy and other coatings available on request. PRESSURE When properly installed on a pipe that is within the coupling manufacturer's tolerances, couplings in the Romac Style 400 line may typically be used at 150 psi working pressure. Higher working pressures can easily be accommodated. Please consult Romac literature for special applications. SIZES AND RANGES See catalog. gl04 Romac Document Number 30-8-0002 This information is based on the best data availabJe et the date printed above, please check with Romac Engineering Department for any updates or changes, Phone (425) 951 0200 - Toll Free 1 800 426 g341 o Fax (425) 951 6201 · www. roma~JndustrJes.com ROMAC INDUSTRIES, INC. 400 AND 500 STYLE COUPLING BOLT AND NUT "HSLA" MATERIAL DATA SHEET INCLUDING "U" BOLTS SUBMITTAL INFORMATION MATERIAL: Bolt Nuts PHYSICAL PROPERTIES: High Strength, Low-Alloy / Corrosion Resistant Steel, (Cor-Ten TM), (Mayari- R m). Meets or exceeds ASTM A588, AWWA C111 composition specifications. The material specifications of ASTM A-588 meets or exceeds ASTM A 307 Grade A. High Strength, Low-Alloy / Corrosion Resistant Steel, (Cor-Ten wa), (Mayafi-R wa). Meets or exceeds ASTM A563 Gr. C3, AWWA C111 composition specifications. The material specifications of ASTM A 563 Grade C3 meets or exceeds ASTM A 563 Grade A. Min. Yield Strength Min. Elongation in 2" incr. Min Tensile Strength 45,000 psi 2O% 70 ksi COMPOSITION: NOTE: Max. Content: Carbon .20% Manganese 1.25% Sulfur .05% Min. Content: Nickel .25% Copper .25% Combined (Ni, Cu, Cr,) 1.25% The nickel, copper and chromium cause the high strength steel matedal to be corrosion resistant (also known as a weathering steel). This metal is recommended by the AWWA for rubber gasket joints for cast-iron pressure pipe and fittings. "U' bolts are galvanized coated. Document Number 20-8-0015 This infonmation is based on the best data available at the date printed above, please check with Romac Engineering Department for any updates or changes. 9/04 Phone (425) 951 6200 · Toll Free 'i 800 426 9341 · Fax (425) 951 6201 · www. romacindustries.com 14 ROMAC INDUSTRIES, INC. 400 AND 51)0 STYLE COUPLING BOLT AND NUT "HSLA" MATERIAL DATA SHEET INCLUDING "U" BOLTS MATERIAL: Bolt Nuts PHYSICAL PROPERTIES: SUBMITTAL INFORMATION High Strength, Low-Alloy / Corrosion Resistant Steel, (Cot-Ten m), (Mayari- R TM). Meets or exceeds ASTM A 588, AWWA Cl 11 composition specifications. The material specifications of ASTM A-588 meets or exceeds ASTM A 307 Grade A. High Strength, Low-Alloy / Corrosion Resistant Steel, (Cor-Ten ~), (Mayari- R TN). Meets or exceeds ASTM A563 Gr. C3, AWWA C111 composition specifications. The material specifications of ASTM A 563 Grade C3 meets or exceeds ASTM A 563 Grade A. Min. Yield Strength Min, Elongation in 2" incr. Min Tensile Strength 45,000 psi 20% 70 ksi COMPOSITION: NOTE: Max. Content: Carbon .20% Manganese 1.25% Sulfur .05% Min. Content: NiCkel .25% Copper .25% Combined (NJ, Cu, Cr,) 1.25% The nickel, copper and chromium cause the high strength steel material to be corrosion resistant (also known as a weathering steel). This metal is recommended by the AWWA for rubber gasket joints for cast-iron pressure pipe and fittings. "U" bolts are galvanized coated. Document Number 20-8-0015 This information is based on [he best data available at [he date printed above, please check with Romac Engineering Department for any updates or changes. 9/04 Phone (425) 951 6200 * Toll Free 1 800 426 9341 · Fax (425) 951 6201 · www. romaclr~dustHes.com 14 ROMAC INDUSTRIES, INC. ROMAC SHOP COAT SUBMITTAL INFORMATION Type Finish Vehicle Type Pigment Type DescHption Resistance to Application ENVIRA-NAMEL / Series 75. A very tough, durable, and gloss finish enamel. Water reducible Alkyd_ Yellow: Iron Oxide Titanium Oxide Black: Carbon Black Red: Not yet NSF Suitable for potable water applications. This product meets environmental protection legislation. Certified lead free, ANSI/NSF 61 officially certified and listed Corrosion, abrasion, water, and salt spray. Romac uses this shop coat on Couplings, Service Saddles, Tapping Sleeves, Cast lugs and other products, Shop coat is applied to our fittings for protection during transit. 9/04 Romac Documeot Number 80-8-0003 /his information is based on the best data available at the date printed above, please cheek with Romac Engineering Departrnen{/or any updates or changes, Phone (425) 961 6200 · Toll Free I 800 426 9341 - Fax (425) 951 6201 - www. roma¢iedustries,com 10 TOTRL P. 07 913 Flanged Coupling Adapter Steel Fabricated steel flanged coupling adapters are ideal for connecting butterfly or wafer valves and installations involving harness assemblies. Larger sizes, heavyflanges or special laying lengths are available. Material Specifications BODY: Steel ASTM A53. ASTM A512 or carbon steel hsv~,9 a mm> mum yield of 30,000 FLANGE: 3' thru 5" sizes-ANSi 150lb. fiat face. 6" and above-AW'WA C207 Class D. ANSI 1501b. drilling. FOLLOWER; 3' thru 12" sizes-Ductile iron ASTM A536.14" and'above- -heavy roiled steel AIS~ C1018 GASKET: Nitdle (Buna N) Compounded to produce supedor storage ane perf~rrnanoe characteristics while resis~n9 water, acids, alkalies, most taliDhabc ) nyerocarbon fluids and many other chemicals. Nominal tem- perature range from -40° to 100"F ~onsult manufacturer for s~e- Material Specifications subject to change. *See installation instructions for helpful ideas on installing anchor studs. Optional N°m. O.D. No~n. Weight Anchor Dimensions/Inches Size Range Flange Each StudS InChes Inches Size ! Catalog Number Lbs. ~nChes Qty. *PSi A B E L 3 3.44-3.56 3 913-03500300-003 18 2 275 .203 7 11/16 8 112 9 4 3.94-4.06 4 913-04000400-003 24 2 275 ~203 7 11/16 9 9 4 4.44-4.56 4 913-04500400-003 24 2 275 .203 7 11/16 9 9 4 4.74-4.86 4 913-04800400-003 24 2 275 1t4 7 11/16 9 3/4 9 5 5.49-5.62 5 913-05560500-003 27 2 250 1/4 10 11/16 10 1/4 12 6 5.94.-6.06 6 913-06000600-003 36 2 210 1/4 10 11/16 11 5/8 12 6 6.57-6.69 6 913-06630600-003 38 2 175 1/4 10 11116 11 5/8 12 6 6.84-6.96 6 913-06900600-003 37 2 175 1/4 10 11/16 11 5/8 12 8 7.94-8.06 8 913-08000800-003 49 4 240 1/4 10 11/16 13 5/8 12 8 6.57-8.76 6 913-08630800-003 49 4 206 1/4 10 11/16 13 5/8 12 8 8.99-9.10 8 913-09050800-003 52 4 187 1/4 10 11/16 14 12 10 9.94-10.06 10 913-10001000-003 60 4 175 1/4 10 11/16 14 3/4 12 10 10.69-10.81 10 913-10751000-003 61 4 175 1/4'* 10 11116 15 1/2 12 10 11.00-11.25 10 913-11101000-003 62 4 175 114'* 10 11/16 16 12 12 11.94-12.06 12 913-12001200-003 74 4 175 1/4'* 10 13/1(~ 16 3/4 12 1/8 12 12.63-12.84 12 913-12751200-003 78 4 175 1t4'* 10 13/16 17 1/2 12 1t8 12 15.08-'~3.29 ~2 913-13201200-003 82 4 175 1/4'* 10 13/16 18 1/8 12 1/4 14 13.88-14.09 14 913-14001400-003 112 1/4 10 15/16 18 7/8 12 1/4 14 15.18-15.39 14 913-15301400-003 116 For Excessive !/4 10 15/1(~ 20 1/8 12 1/4 14 15.51-15.74 14 913-15651400-003 120 PipeMovementor 1/4 10 15/16 20 1/2 12 1/4 16 15.88-16.09 16 913-16001600-003 130 High Pressures 1/4 11 20 7/8 12 3/8 16 17.28-17.49 16 913-17401600-003 135 ProperAnchorage 1/4 11 22 1/4 12 3/8 16 17.68-17.89 16 i 913-17001600-003 139 is Required. 1/4 11 22 5/8 12 3/8 18, 17.~,8-18.09 18 913-18001800-003 140 Contact 1/4 11 1/16 22 7/8 12 I/2 18 19.38-19.59 18 913-19501800-003 146 Smith-Blair~ 18 19.80-20.01 18 913-19921800-003 152 1/4 11 1/16 24 7/8 12 1/2 20 19.88-20.09 20 913-20002000-003 160 Engineersfor 1/4 11 1/8 24 7/8 12 1/2 '=, 20 21.48-21.69 20 913-21602000-003 155 Recommendations 1/4 11 1/8 26 1/2 12 5/8 20 21.94-22.15 20 I 913-22062000-003 154 on Anchoring or 1/4 11 1/8 27 125/8 24 23.88-24.09 24 913-24002400-003 197 Harnessing of Pipe 1/4 11 1/4 287/8 123/4 24 25.68-25.89 24 913-25802400-003 204 orAdapter. 1/4 11 1/4 30 5~ '[2 3/4 24 26.20-26.41 24 913-26322400-003 207 1/4 11 1/4 31 1/8 12 1/4 Bolts, nuts, ~ end not supplied. Suitable anchorage must be provided when excessive pipe movement could occur. Larger sizes available to fit your large diameter pipe needs. 7 *This is the thrust rating of the studs, not the FCA itself. **For Coupling with Anchor Studs Dim. "A' = .38" Min. IZ/08/2004 10:02 FAX 8175719814 HARDWAI~ ~1001 FLANGE BOLT SET 3~04 STAINLESS STEEL SPECIFICATION To Whom It May Concern: Standard Hardware, Inc. sa~ppli~s Type 304 stainless steel Bolt Sets fl~at conform to thc following sp~ifications: HEX BOLTS: ASTM F593 - TYPE 304 STAINLESS STF, EL HEX NUTS: ASTM F594 - TYPE 304 STAINLESS STEEL 11:/08/2004 lO:02 F,~I :~H' A"' R": D: '." RED RUBBER GASKETS STYLE 20 -RED MATERIAL SPECIFICATIONS Vn's c.l rx oz-. s MATF. RI~L~ COLOR: FINISH: TENSIL~ STRENGTH: 75 4O0 PSI ELONGATION, %: AVERAGE W~IG"HT: -20, TO +i'/~ D]~GF, EES F LBS. PER SQ. yARD, 1/1~~ T~ICK MJ~ i'$ THE PHYSICAL REQUIREMENTS OF Ab*TM-D.13~ GRADE 11 MEETS OR EXCEEDS THE REQUIREMENTS OF ANSI/AWWA C115-A21.15- LOCATION SMITH® JAY R. ~ ~ SMITH MFG. CO. ~ ~. ' OIVISlON~O~FexSM~2~H INBGST"IES, INC. ~ ~e® V NON-FREEZE POST HYD NT POST HYD~NTS WITH 3/4" (19) OR 1" (25) CONNECTIONS FUNCTION: Used where an above ground water outlet is required in areas whi~ am subje~ to ~ee~ng tem~ratures. Freezing is prevent~ by bu~ing the valve housin9 below the frost line and draining water kom the casing ~er shut~ff. NOTE: Di~nsions sh~n in H~e REGULARLY FURNISHED: Connection~ ~ [ Bronze Non-Froze Post Hydrant wi~ -~- ~ ~ Cast I~n Casing Guard, and"~ ~ ~ Handle Key. Inlet and Hose Casing Guard Conn~tion Size Furnished as ~ Indicated by Figure Number Selected. VARIATIONS: ~ 1" (25) Hose Connection Adapter -HC1 A30 (760) 1/8" (3) NPT Drain Hole -NV ~ S~ur~ ~eel Handle -WH ~ ~ ~ Ground Level (Fig, 5910 Only) "B" Feet ~ ~ ~ Depth of ~u~ I r~ NOTE' All Jay R. Smi~ hydrants are mann.md ~ / ~ ~ulady Furnished (unless othe~ise s~dfied) Drain Ho~e~ T ~ Female NPT Inlet ~ Fig 5910... 3/4" (19) ~ Inlet and Hose Corm ~(18~),B (Dep~ of Bu~07(21~) = ~2 610or ~(2~)03915)F~t' ~(1 ~0), 05(1525), ~ Fig' 5911.... 1"(25) J ' TECHNICAL DATA Non-Freeze Post Hydrants are supplied with a special valve housing which prevents keezing of hydrant during non.se periods. The valve housing must be installed below the frost line which prevails for the area of installation. The valve housing has a drain hole which drains the casing when the hydrant is shut ~. In effect, there is no water in the ~sing duhn~ non-u~ ~ods. Sinco wator ~om t~ drain ho18 is no.ally ~llowsd to drain into tho ~mund, tho valv~ housm~ should bo ~t in a b~ of ~mveL Water drain~ from the casln~ can th*n so~p into ~e ~round. 8omo Io~tions whi~ r~quim ~on-Fro~ze ~ost Hydrants ~nnot tolorato wator ~rainin~ from th~ drain hol~. are pa~in~ ~ara~s, plaxaa and roof docka used for r~cr~ational purpo~s. O~on in th~ typ~s o~ applications th~ housin~ will pmtm~ into a finishod aro~ which is not suBjoct to ~oozinO tom~raturos. To al~minat~ tho proDlom of wator draina~ in this typo o[ ~nstallation, Smith ~n supply a taped drain bolo in tho valvo housing. Through this taped drain bolo, the water ~m tho valw housin~ ~n bo pip~ to a suitaBlo drain. 7~-95 Add~ Millim~m EMB BS WEIGHT VOLUME FIGURE NUMBER [SEE BACK SHEET SMITH® JAY R. ~ ~'~ _OCATION PART8 LIST WITH MAINTENANOE INSTRUOTIONS I ~}, l ~l REP~CEMENTPARTSLIST-SPECI"FIGURENO.~ENORDERING ~ ,, [ % No. DESCRIPTION No. DESCRIPTION ~ 3 Key 13 Removable Seat 7 Fa~ Nut 17 Plunger "O" ~ng 4. Check all working pa~s for repla~ment. WEIGHT VOLUME FIGURE NUMBER REV. i DA~ DESCRIPTION BY CKD. BY REPLACEMENT PARTS LIST-SPECIFY FIGURE NO. WHEN ORDERING No. DESCRIPTION No. DESCRIPTION I Head/Casing Assembly 10 Operating Rod Assembly la Head i 10a Coupling lb Casing ~ 10b Rod lc Valve Housing 10c Plunger 3 Key 13 Removable Seat 7 Face Nut 17 Plunger "O" Ring 8 Operating Screw 18 Plunger "O" Ring 9 Operating Screw "O" Ring 21 Casing Guard ~ SMITH MFG. CO. DIVISlCN OF SMITH INDUSTRIES, iNC. NON-FREEZE POST HYDRANT POST HYDRANTS WITH 1 t/4" (32), 1 1/2" (38) OR 2" (51) CONNECTIONS FUNCTION: Used where an above ground water outlet is required in areas which are subject to freezing temperatures. Freezing is prevented by burying the valve housing below the frost line and draining water from the casing after shut-off. "T" Handle Key · - ~ / ~/~ NOTE: Dimensions shown in parentheses are in millimeters. Casing Guard REGULARLY FURNISHED: Bronze Non-freeze Post Hydrant with [ _~ Cast Iron Casing Guard, and "T" Handle ~ ~ Key. Inlet and Hose Connection Size ~30 (760) Furnished as Indicated by Figure I Number Selected. / Grou.d,eve, ~ VA.RIATIONS: (Please ~~ ~ 'g .... I "38 1 Inetand I I .~,J Fig. 5913...11/2 ( ) ~' HoseConn Female .-J ~ ~::~, Fig. 5914... 2" (51) '~ ' NPT Inlet B (Depth of Bury) = 02(51 ), 03(76), 04(100), NOTE: Alt Jay R. Smith hydrants are manufactured 05(125), 06(150), 07(180) or 08(204) Feet with "NO-LEAD" brazing nngs and USDA approved ~,Regulafly furnished (unless otherwise specified) TECHNICAL DATA Non-Freeze Post Hydrants are supplied with a special valve housing which prevents freezing of hydrant during non-use pedods. The valve housing must be installed below the frost line which prevails for the area of installation. The valve housing has a drain hole which drains the casing when the hydrant is shut off. In effect, there is no water in the casing dudng non-use periods. Since water from the drain hole is normally allowed to drain into the ground, the valve housing should be set in a bed of gravel. Water drained f~om the casing can then seep into the ground. Some locations which require Non-Freeze Post Hydrants cannot tolerate water draining from the drain hole. Examples are parking garages, plazas and roof decks used for recreational purposes. Often in these types of applications the valve housin§ will protrude into a finished area which is not subject to freezing temperatures. To eliminatB ~he problem of water drainage in this type of installation, Smith can supply a tapped drain hole in the valve housing. Through this tapped drain hole, ~e water from the valve housing can bo pipt~t to a Suihab~e drein. F 7-6-95 I Added Millimeters EMB WEIGHT VOLUME FIGURE NUMBER E 8-4-94 ; Rev sad EMB ~S POUNDS CUBIC FEET 5912 5913 5914 C 6-23-93 Su ~mittalgl,; pdate EMB BS REV. DATE DESCRIPTION BY [SEE BACK~.S~ET~ LOCATION ~ JAY R. SMITH MFG. CO. DIVISION OF SMITH INDUSTRIES, INC. PARTS LIST WITH MAINTENANCE INSTRUCTIONS No. DESCRIPTION I No. DESCRIPTION 1 Head/~sing ~sembly 10b R~ la H~d 1~ Plunger M~NTENANCE INSTRUCT~NS 1 c Valve Housing 12 Washer (N~prene)_ 3 Key 13 Removable Seat WEIGHT VOLUME FIGURE NUMBER REV. DA~ DESCRIPTION BY C~. BY SMITH ®JAY R. SMITH MFG. CO. DIVISION OF SMITH INDUSTRIES, INC. FLOOR DRAINS WITH 8 '1/2"(2'15) ROUND ADJUSTABLE TOP AND "SAFE-SET" SEDIMENT BUCKET FUNCTION: Used in a.ny type of floor construction where accurate positioning of grate is necessary to meet finished floor level and where waste water contains solids or debris that must be intercepted. "Safe-Set" design insures bucket replacement after cleaning, since top grate cannot be inserted unless bucket is in place, z~3 3/8(86) MIN 4 5/8(117) MAX - 12 (305) DIA I__F8 1/2 (215) DIA~ 8 (205) DIA~ 6 1/2 (165)--1 DIA / 10.5 SQ IN (68) SO CM Auxiliary --~ Drainage Openings Collar Can Be Used ~ As Flashing Clamp (When Required) 2 1/2"(64} Deep Slotted ~ Sediment Bucket Trap Primer Connection Fig. 2350C... CAULK OUTLET Fig, 2350Y . . . NO-HUB OUTLET (50)I ~3/4 (95) for Ca , - B ~'(51) for Threaded ~ REGULARLY FURNISHED: · Not available in Safe-Set design. Full grate is provided with a suspended buckeL 12 (305) DIA ~8 1/2 (215} DIA~ A3 3/8(86) ~8 (205) DIA~ MIN --6 1/2 (165)--1 4 5/8(117) DIA ] MAX k. ti A ( 5O Fig. 2355C... C~LK OUTL~ ~F~. 23~T... ~DED OUTLET B 14114(1~0 33/4(95 ~31/483 (When Specified) This Dimension to Ir~ternal Stop of Speedi-Set Casket VARIATIONS: Dome Grate -D · Extension (Specify Height) ~E Flat Bottom Strainer -FBS L Speedi-Set Service Weight (Fig. 2350 only) LXH SpeedI-Set Extra Heaw (Fig. 2350 only) NO-HUB Adaptor (SpecJfy Fig. 2646Y) (Fig. 2355 only) Square Top -S Trap Primer Connection ~P050 1/2"(13) & -P075 3/4"(19) Vandal Proof Top -U T Threaded Outlet Rev Var & added note TBW Changed Millimeters CMD BS Revised Var & added note EMB DG J WEIGHT J VOLUME Added Millimeters EMB BS J POUNDS J CUBIC FEET Revised CMB BS Submittal Update EMB BS DESCRIPTION BY CKD. BY OPTIONAL MATERIALS: Ductile Iron Bucket and Grate MGB Galvanized Cast Iron G Nickel Bronze Top -NB Polished Bronze Top *PB **Not available on Fig. 2350T threaded outlet drain. NOTE: Dimensions shown in parentheses am in millimeters. FIGURENUMBER 2350, 2355 PayPa! - PayPal Website Payments Details Page 2 of 2 Payment Type: Instant Information: ~-~ Provide your buyer with tracking and order status information. Learn Tracking More Refund Information: ]f you need to refund this payment to the sender for any reason, click Refund Payment. The 'Refund Payment' option is only available for 60 days aver the payment was sent. Note: Any effort given to expedite shipping will greatly by apreciated.This shouid complete my end of the auction. Please take a minute to laeve some feedback to insure that i will do the same upon receipt of the part. Thanks Bdan Create Printable Packing Slip j [ Return to My Account Mobile I Mass Pay I Mo~ney Market I _ATM/Debit Card I BillPay [ Referrals ] About Us I Account Types_ I Fees I Privacy I ~er Credit I S_ecurity Center ] Contact Us I _User Aqreeme_nt I peveloper~ I Shop_s I Gi~ Certificates/Points PayPal, an eBay company Copyright © ~_999-2005 PayPal. All rights reserved. Information about FDIC pass-throuqh insurance https://www.paypal.com/us/cgi_bin/web scr?cmd=_history .details&info~gpmBIBP6Q 184_... 2/15/2005 Technical Data Submittal Sheet Pipe, Tube, Conduit or Cable O.D. Link-Seal Bolt Circle (pipe dia. + opening dia./2) For LS-315 and Under BOX Fressum Compression I I :1" I I i]~: I LJ L,* .__~ For LS-325 and Above Actual Rubber Sealing Element Thickness (B) Flanged Hex Nut Dimens' ~1 Data for Models C, O, S-316 and OS-316 (Dimensions in inches except as noted) RUBBER SEALING ELEMENT PRESSURE PLATE BOLT WEIGHT MIN. FOR REQUIRED LINK-SEAL 10 UNK SEATING MOOEL NO. ACTUAL FREE AVG. LENGTH THICKNESS LENGTH AFTER (A) (T) HEX ACROSS (H) THREAD (L) SECTION WIDTH (B) (C) TIGHTENING FLATS SIZE (LBS) LS-200-C 0.48 1.75 1.38 1.06 031 M5 (slotted hex) 0.18 M5 250 0.75 2.25 __ LS-275-C 0.61 1,75 1.38 0.09 031 M5 (slotted hex) 018 M5 2.50 0.85 2.25 LS-300-C 0.69 2,37 1.87 1.50 044 0.50 0.22 5/16-18 3.50 2.10 3.00 LS-315-C 0.81 2.37 1.87 1.44 044 0.50 0.22 5/16-18 3.50 3.00 3.00 LS-325-C 0.88 2.63 2.00 3.13 100 0.50 0,22 5/16 18 4.50 5.50 4.00 LS-340-C 1.00 2.70 2.25 1 52 0.67 0.50 0.22 5/16 18 4.50 340 4,00 LS-360-C 1.24 2.70 2.25 2.05 077 0.50 0.22 5/16-18 4.50 5.00 4.00__ LS~.O0-C 1.38 3 50 2 75 350 1.06 0.56 0.25 3/8-16 5.00 12.00 5.00 LS-410-C 1.43 3.37 2.87 2.52 0.88 0.56 0.25 3/8-16 500 8.20 5.00 LS~.25-C 1.06 3.00 2.25 3.50 1.19 0.56 0.25 3/8-16 5.00 10,00 5.00 LS~,75- C 1.56 3,38 2.63 2.63 0.88 0.56 0,25 3/8-16 500 10.00 5.00 LS 500 C 2.25 375 2.75 3.63 1 06 0.75 0.34 1/2 13 5.50 22.50 ___5'00 LS-52~C 206 3 75 2.87 3.63 1.06 0.75 0.34 1/2-13 550 21.00 5.00 __ LS-575-C 1.81 3.75 3.00 3.00 1.00 0,75 0.34 1/2-13 5,50 15.50 500 LS-600-C 3.09 4.00 3.00 6.00 1.90 29.6mm 12.8mm M20X2.5 180mm 58.00 6.00 This Technical Data Submittal Sheet is available on-line at www. linkseal.com Link-SeaP Modular Seal Model Link-Seal EPDM Seal Elements Model "C' Link-Seal Modular Seal Suitable for use in water, direct ground budal and atmospheric conditions. Provides electrical isolation where cathodic protection is required. Type: Standard Seal Element: EPDM (Black) Pressure Plates: Composite Bolts & Nuts: Carbon steel, zinc dichromated with proprietary corrosion inhibiting coating. EPDM (Black) Temp. Range: -40 to +250°F (-4-0 to +121°C)' Link-Seal Nitrile Seal Elements Model "O" Link-Seal Modular Seal Nithle rubber is resistant to oils, fuel and many solvents (gasoline, motor oil, kerosene, methane, jet fuel, hydraulic fluid, water, etc.}. Type: Oil Resistant Seal Element: Nitrile (Green) Pressure Plates: Composite Bolts & Nuts: Carbon steel, zinc dichromated with proprietary corrosion inhibiting coating. Nitrile (Green) Temp. Range: -40 to +210°F (40 to +99°C)* Link-Seal Silicone Seal Elements Model "T" Link-Seal Modular Seal Silicone rubber is ideal for temperature extremes. "T" model is one hour Factory Mutual approved. Type: High/Low Temperature Seal Element: Silicone (Grey) Pressure Plates: Steel zinc dichromate Bolts: Carbon steel, zinc dichromated with proprietary corrosion inhibiting coating. Silicone (Gray) Temp. Range: -67 to +400°F (-55 to +2040C)* Link-Seal Modular Seal - Specifications Material Pr,~perties of Link-Seal Seal Elements Model "S-316" Link-Seal Modular Seal For chemical processing & waste water treat- ment. EPDM rubber is resistant to most inor- ganic acids and alkalis, some organic chemi- cals (acetone, alcohol, ketones). Type: Stainless Seal Element: EPDM (Black) Pressure Plates: Composite Bolts & Nuts: 316 Stainless Steel Temp. Range: ~-0 to +2500F (-40 to +121°C)* Model "OS-316" Link-Seal Modular Seal Combination of oil resistant rubber and stain- less steel hardware. Type: Oil Resistant Seal Element: Nitdle (Glen} Pressure Plates: Composite Bolts & Nuts: 316 Stainless Stae] Temp. Range: -40 to +210 °F (-40 to +99°C)* Model "FDIFS" Link-Seal Modular Seal Double seal for added protection. Type: Fire Seals Seal Element: Silicone (Grey) Pressure Plates: Steel zinc dichromate Bolts: Steel with 2-pad zinc dichromate & organic coating. Temp. Range: -67 to +40O°F (-55 to +2040C)* Sustained operation near temperature limits may affect life expectancy. ASTM EPDM NITRILE SILICONE PROPERTY METHOD Hardness (shore A) D-2240 47 ±3 50 _+5 50 +_5 Tensile D~.12 1450 psi 1300 psi 860 psi Elongation D-412 400% 300% 250% Compression Set S-395 15% 45% 40% 22 hrs. ¢. 158cF (70°C) 22 hrs. ¢. 212°F (100°C) 22 hfs, ~ 350°F (177°C) Specific Gravity D-297 1.10 1.42 1.40 Material Prope~ies of Composite Pressure Plates ASTM PROPERTY METHOD VALUE Izod impact - Notched D-256 2.05 ft-lb/in Tensile Strength ~ Yield D-638 20,000 psi Tensile Strength - Break D-638 20,250 psi Flexural Strength @ Yield D-790 30,750 psi Flexural Modulus D-790 1,124,000 psi Elongation, Break D-638 11.07% Specific Gravity D-792 1.38 Moisture Content 0.18% Bolt & Nut Specifications Standard: Carbon Steel Carbon steel, zinc dichromated per ASTM B633, with an additional corrosion inhibiting proprietary organic coating. (passes 1000 hour salt spray test) TensiLe Strength = 60,000 psi, minimum Option: Stainless Steel ANSI Type = 316, Per ASTM F593-95 Tensile Strength = 85,000 psi, average. Pipeline Seal and Insulator, Inc. 6525 Goforth Street, Houston TX 77021 U.S.A. Tel: 713-747-6948, Fax: 713-747-6029, Toll Free: 800-423 2410 www.linkseal corn, e-mail: plpelineseal@atLnet