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WA1004-SP140109 WATERWPKS. ... SUPPLY 4333 Irving Blvd. Dallas,TX.75247 p.214-631-9410 f.214-905-0768 WATTS BACKFIOW PREVENTER ES-007 For Non-Health Hazard Applications Job Name Contractor Job Location Approval Engineer Contractor's P.O.No. Approval Representative Series 007 Double Check Valve Assemblies Sizes: 1/2" -2" Series 007 Double Check Valve Assemblies are designed to ��• protect drinking water supplies from dangerous cross-connec- tions in accordance with national plumbing codes and water authority requirements for non-potable service applications 1"007M1QT such as irrigation,fireline,or industrial processing.Only those cross-connections identified by local inspection authorities as non-health hazard shall be allowed the use of an approved double check valve assembly. Check with local authority having jurisdiction regarding vertical . orientation,frequency of testing or other installation requirements. t The valve shall meet the requirements of ASSE Std. 1015 and AWWA Std. C510.Approved by the Foundation for Cross "' -' Connection Control and Hydraulic Research at the University of f,,,,,, Southern California. 1"007M1QT-S Features • Ease of maintenance — only one cover • Top entry Test Cocks • Replaceable seats and seat discs / • Modular construction fr41 e u: • Compact design • Cast bronze body construction — 1/2"-2" qe t �' • Top mounted ball valve test cocks • Low pressure drop I r ma« li . j i' • No special tools required for servicing • r/2"- 1" have tee handles First Check Second Check Specifications Module Assembly Module Assembly A Double Check Valve Assembly shall be installed at each The 007 Series features a modular design concept which facilitates noted location.The assembly shall consist of two positive complete maintenance and assembly by retaining the spring load. seating check modules with captured springs and rubber seat discs.The check module seats and seat discs shall be Now Available replaceable.Service of all internal components shall be through WattsBox Insulated Enclosures. a single bronze or stainless steel access cover secured with For more information,send for literature ES-WB. stainless steel bolts. The assembly shall also include two resil- ient seated isolation valves: four top mounted, resilient seated test cocks.The assembly shall meet the requirements of ASSE Std. 1015 and AWWA Std. C510.Approved by the Foundation NOTICE for Cross-Connection Control and Hydraulic Research at the Inquire with governing authorities for local installation University of Southern California.Assembly shall be a Watts requirements Series 007. Watts product tac specifications Technical n is Ue customary resol and metric are change or a and are r ductded for reference struc on,spec precise,measurements, or matenaiss with- out contact Watts Teci Service Walls reserves the right to change or modify product design,construction,specifications,or materials v✓rth- out prior notice and without incurring any obligation to make such changes and modirrcations on Watts products previously or subsequently sold. Pressure — Temperature Suffix: 4/2„-2„ S-bronze strainer Temperature Range:33°F-180°F(0.5°C-82°C) LF-without shutoff valves Maximum Working Pressure: 175psi(12.1 bar). SH-stainless steel ball valve handles HC-2W inlet/outlet fire hydrant fittings(2"valve) Standards Prefix: ASSE Std. 1015,AWWA Std.C510 U-Union connections IAPMO PS31,CSA B64.5 Approvals ® So® e 0 ASSE,AWWA, IAPMO,CSA,UPC • Approved by the Foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California. • Models LF and S are not listed. • UL Classified(LF models only)3/4'-2" (except 007M3LF) * Horizontal and vertical"flow up"approval on all sizes • Dimensions-Weights Models Sizes:W-2" As jai [ ■ !� 1 II musim-i Willy-.maw p fl : • 'Subscript'S'=strainer model MODEL SI2E DIb1ENSIU.S Vrt164T A 6 C D F S R T in. in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm 166. Ngs. to 0070T '/ 10 254 4% 117 21/2e 62 — — 5 127 3% 85 25/is 59 21/26 52 4.5 2 to 007M3OT / 11'% 282 4 102 3'/s 79 — — 63/4s 157 31M 87 21/2 54 Ws 33 5 2.3 to 007M10T 1 13'/4 337 51/4 130 4 102 — — 71/2 191 3% 85 1"/6 43 1% 43 12 5.4 to 007M20T 1% 163'i 416 5 127 3346 84 — — 91 241 5 127 3 76 2 50 15 6.8 to 007M20T 11/2 163/4 425 4% 124 31/2 89 — — 93/4 248 513/6 148 31/4 79 2"/s 68 15.9 7.2 fa 007M10T 2 191/z 495 61 159 4 102 — — 13% 340 6% 156 37/i6 87 2'1/45 68 25.7 11.7 4 • 00707-S % 13 330 6 152 21/4• 62 3 76 5 127 33/6 85 23/46 59 21/26 52 5.5 2.5 • 007M30T-S 3/4 1414 368 6% 156 31/4 79 3 76 63/46 157 37M 87 2'h 54 136 33 6.7 3.1 • 007M10T-S 1 1713/46 157 73/4 197 4 102 3'/4 83 71/2 191 334 85 1% 43 1'1/28 43 14 6.4 • 007M201-S 13 211/2 546 7'/a 179 35/6 84 31/2 83 91/2 241 5 127 3 76 2 50 19 8.6 •007M20T-S 11/2 253/4e 637 7'/6 179 31/2 89 33/4 95 93/4 248 54116 148 31/4 79 2"/6 68 19.6 8.9 •007M1OT-S 2 271/4 692 83/4 222 4 102 4 102 13% 340 6% 156 31/26 87 2 11/6 68 33.5 15.2 Suffix HC-Fire Hydrant Fittings dimension"A"=23W (594mm) Dimensions-Weights 1"0007M1QT Union Tailpiece Union Tailpiece Union Nut i " l _ Union Nut ;`� i ' � I • II■ IIIIiM11 1: wil EN ■ IN A Sizes: W -2" A10DEL SITE 'DIMENSIONS A in in. mm 00070T ' 121ie 326 0007M2QT % 1313/e 350 0007M2QT 1 16% 422 0007M2QT 1' 203A 527 0007M2QT 1'% 21'% 546 0007M1 QT 2 24' 622 Capacity As compiled from documented Foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California lab tests. Typical maximum system flow rate(7.5 feet/sec.,2.3 meters/sec.) "UL rated flow 1h"(15mm) 11/2"(40mm) bars psi bars psi .... ............................4.............. .....................................0. * .8 12 Q. .8 12 .7 10 C .7 10 6 G 5 8 .5 8 4 6 .4 6--- ®� 1'3 4 �4r .3 4 1 2 .1 2 . 0 0 0 0 0 2 4 6 8 10 12 90111 0 10 20 30 40 50 60 70 80 90 100 110 120 gm 0 76 15.2 22.8 30.4 38 45.6 Wn 0 38 76 114 152 190 228 66 304 342 380 418 456 Ipm 5 7.5 10 fps 5 7.5 10 15 fps 1.5 25 3.0 fops 1.5 25 3.0 4.5 fops Flow Flow bars psi V4"(20mm) 2"( ) * bars psi 1.5 22 .6 12 1.2 18 - g 10 8 O.0..74 ....m.- .69 10 1 y .41 6 0 0 0 25 50 75 100 125 150 175 200 1011 0 95 190 285 380 475 570 665 760 han .14 1 5 73 10 15 fps 1.5 2.3 3,0 4.6 mg 0 5 10 15 20 25 30 35 40 45 50 1011 Flow 0 19 36 57 76 95 114 133 152 171 190 Ipm 7.5 15 Ips 2.3 4.6 niP3 Flow 1"(2Smm) bars psi 1.1 16 - e.8 12 .5 10 E 6 4 6 .3 0 .1 2 0 5 10 15 20 25 30 35 40 45 50 55 60 1011 0 19 38 57 76 95 114 133 152 171 190 209 228 Ipfs 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 nqs Flow 11/4"(32mm) bars psi * I 14 8 12 .7 10 e1 .5 8 4 6 .3 4 .1 2 0 0 O 10 20 30 40 50 80 70 80 90 100 110 1209pn O 38 76 114 152 190 228 266 304 342 380 418 456 gm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 amps Flow `�, ISO w. .yI I vilwArTS8 4v attturEitut' ' A Watts Water Technologies Company USA:Tel:(978)688-1811 •Fax:(978)794-1848•www.watts.com Canada:Tel:(905)332-4090•Fax:(905)332-7068•www.watts.ca ES-007 1319 0 2013 Watts ' � WATERWèRKS SUPPLY 4333 Irving Blvd. Dallas,TX.75247 p.214-631-9410 f.214-905-0768 AIR RELEASE VALVE E (HEX.) MIN A "'` _00._ D A A 0 ,..____.__._____., 0 VIEW A-A OUTLET CO .�/ (2"ONLY) tl. N o 1.1 1----- III 0 �1 _I _ ' —0 woo Ii' A I I ki COLD WORKING PRESSURE-300 P.S.I. B �"I TEST PRESSURE-450 P.S.I. 0 ∎�r,, m 0 4 ''■ • III__, *. 44"4"4-4,4,411P,.. illiallif% (13) 41) IMP'"Iimk Ar" 41.4::) 403 \...., ma.0101111111111r* 0 '*, ,.\Ali*.........a.---...-....m.. A.%.. /Pm 4D SPOKE SHOWN 90°ONLY ��\ 4.11M r FROM ACTUAL 0 FOR ILLUSTRATION INLET 6. 5t%4 SEE DRAWING NO.VM-201C-M FOR STANDARD MATERIALS OF CONSTRUCTION. UL VALVE MNDO. A B D E ILIET OSZETOSIZIEE WATER QUALITY . 1" 201C.2 11.38 10.50 6.38 2.00 1" N.P.T. 1"N.P.T. 5164" NSF 61 2" 202C.2 114.00 13.00 8.25 3.25 2" N.P.T. 2" N.P.T. 3/32 1 BODY 5 FLOAT 9 BUSHING 13 RETAINING RING 17 FLOAT RETAINER 2 COVER 6 GASKET 10 FLOAT ARM 14 PIPE PLUG 18 LOCK NUT 3 BAFFLE 7 COVER BOLTS 11 ORIFICE BUTTON 15 CUSHION 29 CUSHION RETAINER 4 SEAT B RETAINING SCREWS 12 PIVOT PIN 16 PLUG 34 WASHER WASHER Revised 2-27-09 DATE 2-2-69 COMBINATION AIR VALVE (SINGLE BODY TYPE) DRWG.NO. NaCCIA.....minATIC® VALVE AND MANUFACTURING CORP. VM-201 C COMBINATION AIR VALVES (SINGLE BODY TYPE) MODEL NOS. 201C.2SV - 202 - 203C.2SV - 204C.2SV STANDARD MATERIALS OF CONSTRUCTION PART NO. PART NAME MATERIAL 1 BODY CAST IRON ASTM A126, CLASS B (INTERIOR/EXTERIOR FUSION BONDED EPDXY) 2 COVER CAST O iNTERIOR ( /EXTERIOR FUSION BONDED EPDXY) 3 BAFFLE CAST IRON ASTM A126, CLASS B (INTERIOR/EXTERIOR FUSION BONDED EPDXY) 4 SEAT EPDM 5 FLOAT STAINLESS STEEL T316, ASTM A240 6 GASKET COMPRESSED NON-ASBESTOS FIBER 7 COVER BOLT STAINLESS STEEL T316, ASTM F593 8 RETAINING SCREWS STAINLESS STEEL T316, ASTM F593 9 GUIDE BUSHING STAINLESS STEEL T316, ASTM A240 10 FLOAT ARM STAINLESS STEEL T316, ASTM A240 11 ORIFICE BUTTON STAINLESS STEEL & EPDM 12 PIVOT PIN STAINLESS STEEL T316, ASTM A276 13 RETAINING RING STAINLESS STEEL PH 15-7 MO 14 PIPE PLUG STAINLESS STEEL 15 CUSHION BUNA-N 16 PLUG STAINLESS STEEL T316, ASTM A276 17 FLOAT RETAINER STAINLESS STEEL T316, ASTM F880 18 LOCK NUT STAINLESS STEEL T316, ASTM F594 29 CUSHION RETAINER STAINLESS STEEL T316, ASTM F593 30 WASHER STAINLESS STEEL T316, ASTM A240 34 LOCK WASHER STAINLESS STEEL T316, ASTM A240 NOTE: ALL SPECIFICATIONS AS LAST REVISED. MATERIALS OF CONSTRUCTION DATE 8/10/09 DRWG.NO. \1zMu .. VALVE AND MANUFACTURING CORP. VM-201C.2SV M • WATEPWèRKS , SUPPLY 4333 Irving Blvd. Dallas,TX. 75247 p.214-631-9410 f. 214-905-0768 DETECTOR CHECK VAULT ., .. 'a. NAMEPLATE INDICATING: • • ' ! MFG: PARKUSA WATTS 774 DCDA / WILKINS 350DA (800)256-8041 DOUBLE DETECTOR MODEL: DDBP–CPB • CHECK BACKFLOW DATE MANUFACTURED 3'-2' c..-,'" 4*4 0 ; _ 18" 0 • i iiiiiiiiiiii ill • =, :• 4 • • PLAN VIEW 3/4" DETECTOR METER w/ 2 SHUT–OFF VALVES AND BACKFLOW PREVENTER 36"X36" STEEL BILCO 0 Q-4 6" HATCHWAY w/ SPECIAL LOCK •• :' r I1-II Ill ll •I TEST COCKS =li=ll= u• (w/_,RASS PLUGS 11= TYP _ _ Ir. OS Y GATE VALVE '• LO' Ili • '' -- • . '' ilL 10' 7'-6' LINK SEAL —I �Iri f iu I:L1�i Ns- _ DUCTILE IRON �-V fr �1� �i�I "�° 1 STUB–OUT I014>--.– I I 1 10 11 d IX Ell k" �� 9 UNI–FLANGE 6" (TYP-2) r e CONCRETE SUPPORT . :•... _, ; . . - • . . •. (TYP) 6" GRAVEL BED 12"x12" SUMP WITH (BY OTHERS) "' `' CAST IRON GRATE I 7'-0' ELEVATION Specifications PROJECT: STATE HIGHWAY 121 CONCRETE : Class 1 concrete with design strength of CUSTOMER : H.D. SUPPLY 4500 PSI at 28 days. Unit is of monolithic ENGINEER : construction at floor and first stage of wall with sectional riser to required depth. 4 888-611—PARK REINFORCEMENT: Grade 60 reinforced. Steel rebar conforming to ARKII www.p°rk-USA.corn ASTM A615 on required centers or equal "Design for Waterr'. HATCHWAY: 1/4" aluminum Bilco, diamond plate, .,---- _ The City of with 1/4" extruded aluminum frame. Hatch to be = �— furnished with 316 SS snap lock & brass hinges. Engineering Data Field excavation and preparation shall be completed prior to delivery of assembly. Use dimensional data as shown. Pipe, g" WATTS 774 DCDA DOUBLE DETECTOR valves and fittings of the assembly are approved by one or more VAULT ASSEMBLY – DOMESTIC LINE of the following associations: SCALE NONE DATE DWG. NO. REV. DDBP-CP8 A AV4 ® N `'. ® NONE J WATERWèRKS. SUPPLY 4333 Irving Blvd. Dallas,TX. 75247 p.214-631-9410 f.214-905-0768 MANHOLE CONE FOR AIR RELEASE VALVE ----ThISOMETRIC VIEW CONCENTRIC CONE '4% P 1>- ti --- ----- __.------- ; 4 P A4 h 11141=•_, 'd P k PI kd A b■ JOINT DETAIL 0001 IL I wilirl 00)1' II 111,11111 1° III 'I'll 11 GASKET MATERIAL IS t •=2"----- RECOMMENDED II II II 1I! 1 I II 111001 'ii 160111 CONE SPECIFICATION CHART HEIGHT ACCESS WEIGHT The Turner Company i I 049 Highway 257 Rhoire.Tx 76078 (817)635-9053 2' - 0" 24" I ,600LBS Product: 48" DIAMETER CONCENTRIC CONE 2' - 0" do I ,6001135 4500 P51 MINIMUM 2' - 6" 24" 2,0001_55 Reinforcement: - MEETS OR EXCEEDS ASTM-C-478-95 REQUIREMENT 3 - 0" 24" 2,400LBS 52e• r.te: DWG No. Weight: J • WATERWRKS SUPPLY 4333 Irving Blvd. Dallas,TX. 75247 p.214-631-9410 f. 214-905-0768 RING & COVER F/AIR RELEASE VALVE VAULT 24" DIA [610mm).._.•—_ 1/4" 1" 2 1/2" [6mm) [25mm) [ [64mm] 1 � :�r�-.. is r ,rri __-- °---- 7(8" (22mm) LIFTING HOLE — � --- ------1.5 13/16 (352mm) RAD COVER SECTION 2 13/16" j • 1 1`4" (.32mm) LETTERING [71mm] R£Ct_SSED FLUSH \�PAY SF -" -- 26" DIA 2 1/2" �PC� +tr �y� (66ommj--- r [63mmj En-_, co) 2" --- 24 1/4" DIA-_____-,1 6" :'% - [51mLR I" [616mm] [ 2mrn �. �t� '5 ��� �` SEE /T 1:J. p� DETAIL 22 1/8" DIA __ v�4'HAYS F i---..- [562mm) _'I 31" DIA 11 REC'ESSED(32mm)H LETTERING FLING SECTION 3/4" [19mm]• BH 400-24® RING:225 LBS(102kg) COVER:190 LBS(86kg) UNIT:415 LBS(189kg) d 24" WA m[61Umr---� _ 2 1/2" � I 164rnrn] 2 7/8 f 1" (25mm) LIFTING HOLE [73mmj 1 1/4" (32mm) LETTERING SECTION VIEW 1 �_a\Z�Y SF \ + RECESSED FLUSH W [S mm) - : ; :—_-j (64 ) II II —_ 1/2 s ��// ��� [616mm]fixos(13mm) \,`1 pR j SEE PICKBAR � ��__ __ 6• "-k ct*5' � ,, DETAIL ( '% [152mm] 5/8" i+ 22 1/8" DIA [16mm] [562mm] I — -.. _ --- --1 1/4" (32mm) LETTERING 25 7/8" DIA RECESSED FLUSH [657mm) 31" DIA [787mm] RING SECTION BH*400-24 D FRAME: 151 LBS(68kg) STACKABLE RING COVER:150 LBS(67kg) UNIT:301 LBS(135kg) 4 "' WAT E RW R KS SUPPLY 4333 Irving Blvd. Dallas,TX.75247 p.214-631-9410 f.214-905-0768 EBAA MEGALUGS EBI%1 ® Series 2000PV I R N a Mechanical Joint Restraint for PVC Pipe Your Connection to the FutureTM Features and Applications: wi w • For restraining plain end PVC pipe rt at mechanical joint fittings and appurtenances 1 * , • Sizes 3 inch through 36 inch Sizes 42 inch through 48 inch Qaccommodated by Series 2200 "01AI' °°'. • MEGA-BOND' Restraint Coating System `T e * ' For more information on MEGA-BOND, x -- refer to www.ebaa.com •M • Constructed of ASTM A536 Ductile Iron • The mechanical joint follower gland is Series 2012PV on 12inch C900 PVC pipe at a ductile non fitting incorporated into the restraint • Heavy duty thick wall design Nominal Pipe Size Series Number Shipping Weight 3 2003PV 7.0 • Support Products Available: 4 2004PV 8 8 Split mechanical Joint style available for 3 inch through 12 inch 6 2006PV 12.1 EBAA Series 2000SV 8 2008PV 16.3 10 2010PV 26.0 Solid restraint ring harness available /12 2012PV 31.4 for C905 PVC pipe bells 14 2014PV 47.6 EBAA Series 2800 16 2016PV 52.8 18 2018PV 61.8 Split restraint ring harness available 20 2020PV 70,9 for C900 and C905 PVC pipe bells 24 2024PV 92.9 and PVC fittings EBAA Series 1500, 1600 and 2500 30 2030PV 128.5 36 2036PV 161.3 • All 2000PV and related restraint 42 2242* 652.0 products can be furnished as packaged 48 2248* 711.1 accessories complete with appropriate *Restraintfor pipe size 42 inch and greater,please referto Series 2200 Brochure restraint, gasket, lubrication and bolting found at www.ebaa.com. hardware U.S. Patent No. For use on water or wastewater pipelines 4627775 4896903 5071175 subject to hydrostatic pressure and tested in accordance with either AWWA C600 or ASTM D2774. Oil 2-I, 0 Cot,nght 2007, EBAA Iron.lac All R,10,Resoled lit r i, t . ,a * 44' 1,' '45 1 .".4: ''''' -t4f' ‘.::::,„1-....S.,-,,i,..rtt ,, ' . ft. -t-ii . .t`:;;I:1) t::;::::'‘.;7'"i;e:;Z::,.:;;;'1:-.\;4:-'''''°'' ''''';::!:C;11.'‘'Illet :i rAtiP4 t; . ;.- ' ' n•1.f Series 2000PW Mechanical Joint Restraint Gland for use With AWWA C900 or IPS Outside Diameter PVC Pipe The 2000PV MEGALUG Mechanical Joint Restraint Tested to and meets the requirements of ASTM F is the fastest and most economical method of 1674-96 'Standard' Test Method for joint restraint restraining PVC pipe to mechanical joints. Now the products use with PVC pipe through 24 inch size. need for costly concrete thrust blocks and corrodible steel tie rods is eliminated. It can be used in straight UL Listed in the four through twelve inch sizes for alignment or at the preset deflection recommended joining UL Listed ductile iron fittings to UL Listed, for mechanical joints. Class 150 PVC pressure pipe.The maximum allowable joint deflection is five degrees. The 2000PV was the first PVC joint restraint to be tested to UNI B 13, Underwriters Laboratories, and Factory Mutual approved for use on DR18 PVC pipe in Factory Mutual. four through twelve inch sizes. ASTIVI l (I)F1674� AWWA APPROVED MEMBER The 2000PV MEGALUG Concept EBAA Iron started manufacturing joint restraint 2000PV MEGALUG Mechanical Joint Restraint for PVC products for PVC pipe in the early 1980s. The testing pipe. of early prototypes of various configurations of restraints on large diameter PVC pipe indicated that a The design of the 2000PV incorporates the gripping restraint device must be capable of consistently and mechanism into the design of the mechanical reliably gripping the pipe. If not,the restraint can slip joint gland and utilizes a simple two part assembly under pressure, resulting in a sudden impact, and process. The first step involves assembling the cause the pipe to burst. Armed with this background joint the same as any standard mechanical joint. knowledge and an appreciation for the capabilities of The assembly procedure we recommend is that PVC pipe, EBAA purposefully deviated from what many established in AWWA C600. The second is the i n the industry once considered to be the 'only' way to actuation of the restraint. grip PVC pipe. This led to development of the Series Three Testing Methods One of the primary tests of PVC is The design philosophy behind its quick burst strength. For pipe the 2000PV joint restraint is that meeting the requirements of AWWA the pipe with the restraint should C900, AWWA C905 and ASTM be capable of being tested to the 2241, the minimum quick burst same minimum requirements requirement for the hoop stress is of the pipe alone. In doing so, 6,400 PSI. For DR18, pipe pressure the restraint is shown to have is 755 PSI. no detrimental effect on the pipe and will have the same The second test is sustained pressure rating and safety factor pressure test at a hoop stress of as the pipe on which it is used. 4,200 PSI. For DR18 pipe, that To that end the 2000PV has pressure is 500 PSI. been subjected to hundreds of static and cyclic pressure tests Third, a conservative cyclic pressure to demonstrate the performance surge design for the pipe exists in and reliability of the restraint. the form of Vinson Equation. The 2000PV restraint has been \ tested to over one million cycles to the peak pressures predicted by the Vinson Equation for that number of cycles. a“4 vc i Series 2000PV Takes the Load On April 11, 1997 EBAA Iron performed a. remarkable force demonstration of their Series 2000PV joint restraint. With the use of EBAA's Series 2000PV using standard mechanical joint installation on 12 inch PVC pipe, and a 80 Ton Motor Crane, EBAA Iron lifted a D7 Caterpillar Track Type Tractor weighing in at 50,350 lbs. Along with this, the Series 2000PV has been tested to over 700 PSI. Concluding that EBAA's Series 2000PV MEGALUG can take the load. Mechanical Joint Restraint for AWWA PVC Pipe Sample Specification (The text of the specification below can be downloaded as a Microsoft`Word Doc from our website www.ebaa.com) Restraint devices for mechanical joint fittings and appurtenances conforming to either ANSI/AWWA C111/A21.11 or ANSI/AWWA C153/A2153,shall conform to the follow: Design be accessed via the identification through 24 inch,shall meet or exceed Restraint devices for nominal pipe sizes number on the casting. These Material the requirements of ASTM F1674 of the 3 inch through 36 inch shall consist of Traceability Records(MTR's)are to latest revision. multiple gripping wedges incorporated be made available,in hard copy,to Mechanical joint restraint shall be Series into a follower gland meeting the the purchaser that requests such 2000PV produced by EBAA Iron Inc.or applicable requirements of ANSI/AWWA documentation and submits his gland approved equal. C110/A21.10. body identification number. The devices shall have a working Production pieces that are too small to pressure rating equal to that found in the accommodate individual numbering, most current product brochure. Ratings such as fasteners and wedges,shall be MEGA-BOND'Restraint Coating System are for water pressure and must include controlled in segregate inventory until All wedge assemblies and related parts a minimum safety factor of 2:1 in all such time as all quality control tests are shall be processed through a phosphate sizes. passed. These component parts may wash, rinse and drying operation prior then be released to a general inventory to coating application.The coating shall Material for final assembly and packaging, consist of a minimum of two coats of Gland body, wedges and wedge actuating All components shall be manufactured liquid thermoset epoxy coating with heat components shall be cast from grade 65- and assembled in the United States. The cure to follow each coat. 45-12 ductile iron material in accordance purchaser shall,with reasonable notice, with ASTM A536. have the right to plant visitation at his/ All casting bodies shall be surface Ductile iron gripping wedges shall be her expense. pretreated with a phosphate wash,rinse heat treated within a range of 370 to 470 and sealer before drying.The coating BHN. Installation shall be electrostatically applied and heat Three(3)test bars shall be incrementally Mechanical joint restraint shall require cured.The coating shall be a polyester poured per production shift as per conventional tools and installation based powder to provide corrosion, Underwriter's Laboratory(U.L.) procedures per AWWA C600,while impact and UV resistance. Specifications and ASTM A536.Testing retaining full mechanical joint deflection for tensile,yield and elongation shall be during assembly. The coating system shall be MEGA- done in accordance with ASTM E8. Proper actuation of the gripping wedges BOND by EBAA Iron,Inc.or approved Chemical and nodularity tests shall be shall be ensured with torque limiting twist equal. Requests for approved equal must performed as recommended by the off nuts. submit coating material and process Ductile Iron Society,on a per ladle basis. details for review prior to bid. Approvals Traceability Mechanical Joint Restraints shall be For more information regarding MEGA- An identification number consisting of Listed by Underwriters Laboratories in BOND, refer to the MEGA-BOND brochure year,day,plant and shift(YYDDD)(plant the 4 inch through 12 inch sizes. or visit www.ebaa.com. designation)(Shift number),shall be cast Mechanical Joint Restraints shall be into each gland body. Factory Mutual Approved in the 4 inch All physical and chemical test results through 12 inch sizes. shall be recorded such that they can Mechanical Joint Restraints,4 inch Support Products for more information concerning these products, please consult the catalog or www.ebaa.com Series 2200 ,'r `- - MEGALUG/'Restraint for C905 PVC Pipe at Mechanical Joint Fittings Series 2500 Sizes 42 and 48 inch MEGALUG°)Restraint for C900 and C905 PVC Pipe at PVC Fittings Sizes 4 inch through 48 `rw . Series 2800 MEGALUG''Restraint Harness ,;,"► for C905 PVC Pipe Series 2000SV Sees 14 inch through 48 Sizes 4 through 12 accommodated by either Split MEGALUG''Restraint for existing C = Series 1500 or 1600 C900 PVC Pipe at Ductile Iron Fittings Sizes 4 inch through 12 ` -_ Series 2000PV Submittal Reference Drawing A 1111 D i •/ V r �� SPACER '.' z Vilkb..A` ( J rOJ5 a ci �� F- I/ -I �1 tai, l © K2 J P Z a I C F C W � % B ! �� 0,125 - 0125 �� C a B �/ 1 l INi SECTI❑N A-A SECTI❑N B- B Nominal Series C D F M P P* X 1 K2 Wedge Bolt Weight Pipe Size Number Qty Qty (lbs.) 3 2003PV 4.84 1.55 3.60 0.50 9.8 8.6 3/4 6.19 7.69 4 4 7.0 4 2004PV 5.92 1.68 4.90 0.50 10.5 9.5 7/8 7.50 9.13 4 4 8.8 6 2006PV 8.02 1.68 7.00 0.50 13.0 12.1 7/a 9.50 11.13 6 6 12.1 8 2008PV 10.17 1.68 9.15 0.62 14.5 13.6 7/e 11.75 13.38 6 6 16.3 10 2010PV 12.22 2.10 11.20 0.62 17.0 16.0 7/8 14.00 15.63 8 8 26.0 12 2012PV 14.32 2.10 13.30 0.75 19.0 18.1 7/a 16.25 17.88 8 8 31.4 14 2014PV 16.40 2.25 15.49 0.88 21.7 20.9 7/e 18.75 20.38 10 10 47.6 16 2016PV 18.50 2.25 17.58 0.88 23.8 23.0 7/e 21.00 22.63 12 12 52.8 18 2018PV 20.60 2.25 19.68 1.13 25.9 25.1 7/8 23.25 24.88 12 12 61.8 20 2020PV 22.70 2.25 21.79 1.25 28.0 27.2 7/8 25.50 27.13 14 14 70.9 24 2024PV 26.90 2.75 25.99 1.42 32.3 31.5 7/8 30.00 31.63 16 16 92.9 30 2030PV 33.29 2.70 32.22 1.50 38.5 37.7 11/8 36.88 39.12 20 20 128.5 36 2036PV 39.59 2.70 38.52 1.50 44.8 44.0 11/s 43.75 46.00 24 24 161.3 42 2242 Submittal information for pipe sizes 42 inch and greater can be found in the Series 2200 Brochure. 48 2248 Submittal information for pipe sizes 42 inch and greater can be found in the Series 2200 Brochure. NOTE:Dimensions are in inches and are subject to change without notice. For applications or pressures other than those shown,please contact EBAA for assistance. Ratings for Ordinary Ratings for Peak Pressures used in Sewage Force Mains C905 PVC Pipe Nominal Series Water Worksw/Transientsurgesonly and other Installations designed forCyclicSurgesof1•Mill.Cycles Pipe Size Number 0914 DRIB DR25 SDRI7 SDR21 SDR26 DR14 DRIB DR25 SDR17 SDR21 SDR26 01218 DR25 DR32.5 01141 3 2003PV 305 235 165 250 200 160 244 188 132 200 160 120 - - - - 4 2004PV 305 235 165 250 200 160 244 188 132 200 160 120 - - - - 6 2006PV 305 235 165 250 200 160 244 188 132 200 160 120 - - - - 8 2008PV 305 235 165 250 200 160 244 188 132 200 160 120 - - - - 10 2010PV 305 235 165 250 200 160 244 188 132 200 160 120 - - - - 12 2012PV 305 235 165 250 200 160 244 188 132 200 160 120 - - - - 14 2014PV - - - - - - - - - - - - 235 165 125 80 16 2016PV - - - - - - - - - - - - 235 165 125 100 18 2018PV - - - - - - - - - - - - 200 165 - - 20 2020PV - - - - - - - - - - - - 200 165 - - 24 2024PV - - - - - - - - - - - - 165 165 125 100 30 2030PV - - - - - - - - - - - - - 165 125 100* 36 2036PV - - - - - - - - - - - - - 125 125 100* *Refer to Series 2200 to achieve rated pressure on DR41 in stated pipe size. Spacer Instructions Ductile Iron or C900 PVC Pipe Sizes ASTM 2241 PVC Pipe Sizes(IPS O.D.) (40, For installation on For installation on ASTM 2241 1(110 C900 PVC pipe,use 4,. sized pipe,remove as received and —leave ini_Remove install Spacer spacers and replace ligacer 1,,h. p ik, er screws.Install per instructions. instructions. t. IT1\l . 3 ..,.E Pr►><I41/+► Fy 1. Identify the pipe.The 2000PV is for use with 2. Clean the socket and the plain end.lubri- 3 Insert the pipe into the socket and press the PVC and HDPE pipe.The 4 inch through 12 * cation and additional cleaning should be * gasket firmly and evenly into the gasket recess. inch size may be used on C900,and IPS PVC provided by brushing both the gasket and plain Keep the joint straight during assembly. pipe as well as C906 HDPE pipe.Check to see end with soapy water or an approved pipe 4 Push the gland toward the socket and center if the spacers under the screws are in place. lubricate meeting the requirements of ANSI/ it around the pipe with the gland lip against If the pipe is C900 or is ductile iron O.D..pro- AWWA C111/Al2.11 just prior to slipping the the gasket.Insert bolts and hand-tighten ceed with spacers in place.If the pipe is IPS gasket onto the plain end for joint assembly. nuts.Make deflection after joint assembly but 0.D.,remove the spacers.Since 3 inch and 14 Place the gland on the plain end with the lip before tightening bolts. inch through 24 inch restraints are only used extension toward the plain end;follow by the with one pipe diameter,no spacers are used. gasket with the narrow edge of the gasket toward the plain end[The gasket provided may be the EBAA-SeaP Improved Mechanical Joint Gasket for C900 PVC Pipe.This gasket is bi-directional having no front or back.For ASTM 2241 PVC Pipe Sizes(IPS O.D.I a Transition Gasket must be used.The use of a pipe wall stiffening insert is required on High Density Polyethylene pipe.]. NOTE:In cold weather it is preferable to warm the gasket to facilitate assembly of the joint. $ - > * .1 41 - ` t.,.r ..<,* Lu l,l w. I i 0 I,,t,.a I.4 f, WEx. r. C.. "a t„Wt.�►F� ■ 5 Tighten the bolts to the normal range of bolt 6. Tighten the torque limiting twist-off nuts in 7. If removal is necessary,utilize the 51e inch hex * torque[45-60 ft-lbs for 3 inch,75-90 ft-lbs for a clockwise direction(direction indicated by heads provided.If reassembly is required,as- 4 inch through 24 inch,100-120 ft-Ibs for 30 arrow on top of nut)until all wedges are in semble the joint in the same manner as above; inch and 36 inch,and 120-150 ft-lbs for 42 firm contact with the pipe surface.Continue tighten the screws to 60 to 80 ft-lbs.If the inch and 48 inch.)while at all times maintain- tightening in an alternating manner until all of Series 2000PV restraint is removed from the ing approximately the same distance between the nuts have been twisted off. pipe,be sure that all of the screws,spacers(if the gland and the face of the flange at all required),and wedges are in place before the points around the socket.This can be accom- *These steps are requirements of AWWA C600. restraint is reassembled. Wished by partially tightening the bottom bolt EBAA IRON Sales,Inc. first,then the top bolt,next the bolts at either P,O,Bax85t,Eastland,iX16448 side,finally-the remaining bolts.Repeat the Members of.., process until all bolts are within the appropri- ,:,i�,r� tel:(254)629.1731 ate range of torque.In large sizes(30-48 inch), sir Fax:{254)629.8931 live or more repetitions may be required.The (800)433.1116 within U6 and Canada r use of a torque-indicating wrench will facilitate centact0ebaa,com Al , immoomilmon the procedure. www.ebaa,com AMERICAN FOUNDRY SOCIETY