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M_Specs_20220629_v1
WATER SUBMITTALS F22003405RECEIVED 06/29/2022 striplett BUILDING DIVISION By: cthomas Date: 07/05/2022 FIRE DEPARTMENT For Construction Subject to Corrections Noted in Red APPROVED 23U ‐ ANSI/AWWA C153/A21.53 Mechanical Joint Compact Ductile Iron Fittings Revised 4/2018 DOMESTIC NON‐DOMESTIC Anniston: 1501 W 17th St. ● Anniston, AL 36201 ● (800) 226‐7601 Elmer: 701 Kenyon Ave.● Elmer, New Jersey 03318 Corona: 1001 El Camino Ave. ● Corona, CA 92879 ● (866) 527‐8471 New Lenox: 2200 West Haven● New Lenox, IL 60451 Tyler: 11910 CR 492 ● Tyler, Texas 75706 ● (800) 527‐8478 Portland: 15670 N. Lombard St. ● Portland, OR 97203 Dallas: 1201 Ave. S. Suite100 ● Grande Prairie, TX 75050 Oxford: 1800 Greenbrier Dear Road ●Anniston, AL 36207 SUBMITTAL: C153 MECHANICAL JOINT PRODUCT (Current revisions for the noted Standards apply) SIZES: 2” ‐ 64” (2” not included in ANSI/AWWA C153 standard) STANDARDS: ANSI/AWWA C153/A21.53, NFPA13/24, 3”‐16” UL and 3”‐10” FM listed & approved (File ‐ Tyler Union) MATERIAL: Cast of ASTM A536 qualified ductile iron. Date code is cast on and required for traceability. PRESSURE RATING: *Flanged fittings rated at 250 psi. Mechanical joints 2” – 24” rated at 350 psi and 30” – 48” at 250 psi. *Note: With rubber annular ring flange gasket, 2” – 24” Flanged fittings can be rated at 350 psi. Note: Wyes over 12” are not pressure rated. Contact Tyler Union for rating in your application. DEFLECTION: Joint deflection 5° max for 2”– 12” and 3° max for 14”– 48”. Reduces by 50% at nominal pipe & fitting diameters NSF‐61 & NSF372: Meets all requirements including Annex G, Tyler Union’s Underwriters Laboratory listing MH16439. ASPHALT COATING: Per ANSI/AWWA C104/A21.4 and ANSI/AWWA C153/A21.53. CEMENT LINING: Per ANSI/AWWA C104/A21.4, with double cement lining available upon request. EPOXY COATING: Fusion bonded epoxy per ANSI/AWWA C116/A21.16. Additional coatings available upon request. BARE FITTINGS: Available upon request. FASTNERS: High strength low alloy weathering steel per ANSI/AWWA C111/A21.11 and ASTM A242 INSTALLATION: Install per AWWA C600/C651 using pipe conforming to ANSI/AWWA C151/A21.51 or AWWA C900/905. WATER DUCTILE FITTINGS 6 PAGES RECEIVED 06/29/2022 striplett BUILDING DIVISION F22003405 28U ‐ ANSI/AWWA C110/A21.10 Class 125 Flange Joint Full Body Ductile Iron Fittings Revised 4/2018 DOMESTIC NON‐DOMESTIC Anniston: 1501 W 17th St. ● Anniston, AL 36201 ● (800) 226‐7601 Elmer: 701 Kenyon Ave.● Elmer, New Jersey 03318 Corona: 1001 El Camino Ave. ● Corona, CA 92879 ● (866) 527‐8471 New Lenox: 2200 West Haven● New Lenox, IL 60451 Tyler: 11910 CR 492 ● Tyler, Texas 75706 ● (800) 527‐8478 Portland: 15670 N. Lombard St. ● Portland, OR 97203 Dallas: 1201 Ave. S. Suite100 ● Grande Prairie, TX 75050 Oxford: 1800 Greenbrier Dear Road ●Anniston, AL 36207 SUBMITTAL: C110 FLANGE JOINT CLASS 125 PRODUCT (Current revisions for the noted Standards apply) SIZES:2” ‐ 64” (Contact Tyler Union for 54” – 64” flange fitting information) STANDARDS: ANSI/AWWA C110/A21.10, NFPA 13/24, ASME B16.1, 3” ‐ 12” UL listed and FM approved MATERIAL: Cast of ASTM A536 qualified ductile iron. Date code is cast on and required for traceability. PRESSURE RATING: *Flanged fittings *2” – 48” rated at 250 psi. 54” – 64” rated at 150psi. *Note: With rubber annular ring flange gasket, 2” – 24” flanged fittings can be rated at 350 psi. DEFLECTION: Deflection is “not” recommended for flange joint due to the rigidity of the joint. NSF‐61 & NSF372: Meets all requirements including Annex G, Tyler Union’s Underwriters Laboratory listing MH16439. COATING: Asphaltic or Primer per ANSI/AWWA C104/A21.4, Standard primer is Tnemec Pota Pox N140‐1211. Contact Tyler Union for additional coating options. CEMENT LINING: Per ANSI/AWWA C104/A21.4, with double cement lining available upon request. EPOXY COATING: Fusion bonded epoxy per ANSI/AWWA C116/A21.16. Additional coatings available upon request. BARE FITTINGS: Available upon request. FLANGES: ANSI Class 125 per ASME B16.1 and ANSI/AWWA C111/A21.11. Bolt holes shall straddle the center line NOTE: Class 125 ASME B16.1 are not compatible with Class 250 Flanges NOTE: Class 250 ASME B16.1 fittings are available upon request. FASTNERS: High strength low alloy weathering steel per ANSI/AWWA C111/A21.11 and ASTM A242 INSTALLATION: Install per AWWA C600/C651 using pipe conforming to ANSI/AWWA C151/A21.51. F22003405RECEIVED 06/29/2022 striplett BUILDING DIVISION ® REGISTERED TRADEMARK OF STAR PIPE PRODUCTS STAR® PIPE PRODUCTSHOUSTON CORPORATE TOLL FREE 1-800-999-3009 FAX 281-558-9000www.starpipeproducts.com Page 3 REV.07 ANSI/AWWA C153/A21.53 Compact MJ Fittings MATERIAl: Ductile Iron per ASTM A536 PRESSuRE: 350 PSI rating for 3" - 24" sizes, 250 PSI rating for 30” - 48" sizes and 150 PSI rating for 54” - 60” sizes TESTINg: In accordance with ANSI/AWWA C153/A21.53 and UL requirements lAyINg lENgTh: In accordance with ANSI/AWWA C153/A21.53 (fittings not listed in ANSI/AWWA have dimensions per Star design as noted in the catalog) WEIghTS: Are in pounds, unless noted otherwise and do not include accessories, cement lining and coating FlANgES: Flanged ends on fittings match ANSI/AWW C115/A21.15 and ANSI B16.1 class 125 flanges CEMENT lININg: In accordance with ANSI/AWWA C104/A21.4 -- size 2" - 3" single thickness and sizes 4" - 64" double thickness COATINg: Asphaltic seal coat inside and out in accordance with ANSI/AWWA C104/A21.4 gASkETS: SBR in accordance with ANSI/AWWA C111/A21.11 (see pg. 17) T-BOlTS/NuTS: Low alloy steel in accordance with ANSI/AWWA C111/A21.11 (see pg. 16) APPROvAlS: 4" - 12" Underwriters Laboratories Listed 3" and greater are UL/NSF-61 DIMENSIONS: All dimensions are in inches unless noted otherwise Utility Pipe Fittings and Accessories MEChANICAlJOINT DIMENSIONS NOM. SIZE A DIA.B C DIA.D DIA.F DIA.J DIA.k1 DIA.k2 DIA.l M S Ø X DIA.BOlTS SIZE NO. 2 2.50 2.50 3.39 3.50 2.61 4.75 6.19 6.25 0.58 0.62 0.36 28º¾⅝ x 3 2 3 3.96 2.50 4.84 4.94 4.06 6.19 7.62 7.69 0.58 0.62 0.39 28º¾⅝ x 3 4 4 4.80 2.50 5.92 6.02 4.90 7.50 9.06 9.12 0.60 0.75 0.39 28º⅞¾ x 3 ½4 6 6.90 2.50 8.02 8.12 7.00 9.50 11.06 11.12 0.63 0.88 0.43 28º⅞¾ x 3 ½6 8 9.05 2.50 10.17 10.27 9.15 11.75 13.31 13.37 0.66 1.00 0.45 28º⅞¾ x 3 ½6 10 11.10 2.50 12.22 12.34 11.20 14.00 15.62 15.62 0.70 1.00 0.47 28º⅞¾ x 4 8 12 13.20 2.50 14.32 14.44 13.30 16.25 17.88 17.88 0.73 1.00 0.49 28º⅞¾ x 4 8 14 15.30 3.50 16.40 16.54 15.44 18.75 20.25 20.25 0.79 1.25 0.55 28º⅞¾ x 4 ½10 16 17.40 3.50 18.50 18.64 17.54 21.00 22.50 22.50 0.85 1.31 0.58 28º⅞¾ x 4 ½12 18 19.50 3.50 20.60 20.74 19.64 23.25 24.75 24.83 1.00 1.38 0.68 28º⅞¾ x 4 ½12 20 21.60 3.50 22.70 22.84 21.74 25.50 27.00 27.08 1.02 1.44 0.69 28º⅞¾ x 4 ½14 24 25.80 3.50 26.90 27.04 25.94 30.00 31.50 31.58 1.02 1.56 0.75 28º⅞¾ x 5 16 30 32.00 4.00 33.29 33.46 32.17 36.88 39.12 39.12 1.31 2.00 0.82 20º1 ⅛1 x 6 20 36 38.30 4.00 39.59 39.76 38.47 43.75 46.00 46.00 1.45 2.00 1.00 20º1 ⅛1 x 6 24 42 44.50 4.00 45.79 45.96 44.67 50.62 53.12 53.12 1.45 2.00 1.25 20º1 ⅜1 ¼ x 6 ½28 48 50.80 4.00 52.09 52.26 50.97 57.50 60.00 60.00 1.45 2.00 1.35 20º1 ⅜1 ¼ x 6 ½32 54 { Dimensions Available On Request }60 64 L K1 X J D F Ø 2"-24" = 0.31 in. 30"-64" = 0.38 in.B 2° S M K2 7° 0.12 in.C0.75 in. A M E M B E R Not Included in AWWA C153 gENERAl SPECIFICATIONS 2" - 64" DuCTIlE IRON MEChANICAl JOINT COMPACT FITTINgS F22003405RECEIVED 06/29/2022 striplett BUILDING DIVISION ® REGISTERED TRADEMARK OF STAR PIPE PRODUCTS STAR® PIPE PRODUCTSHOUSTON CORPORATE TOLL FREE 1-800-999-3009 FAX 281-558-9000www.starpipeproducts.com Page 37 REV.07 Flanged Fittings O.D. T B.C.SIZEMATERiAl: Ductile iron per ASTM A536 PREssuRE: 250 PSI ratiing for 1" - 48" sizes and 150 PSI rating for 54" - 64" TEsTing: In accordance with ANSI/AWWA C110/A21.10, UL and FM requirements lAying lEngTh: 2" - 48" sizes in accordance with ANSI/AWWA C110/A21.10 and ANSI B16.1 and 54" - 64" sizes in accordance with ANSI/AWWA C153/A21.53 (fittings not listed in ANSI/AWWA have dimensions per Star design as noted in the catalog) WEighTs: Are in pounds, unless noted otherwise and do not include accessories, cement lining and coatings DRilling: In accordance with ANSI/AWWA C110/A21.10, ANSI/AWWA C153/A21.53 and ANSI B16.1 Class 125 Flanges CEMEnT lining: In accordance with ANSI/AWWA C104/A21.4 -- sizes 1"- 3" single thickness and sizes 4"- 64" double thickness COATing: Asphaltic seal coat inside in accordance with ANSI/AWWA C104/A21.4 and prime coat outside APPROvAls: 4" - 12" Underwriters Laboratories Listed and Factory Mutual approved for 300 PSI rating 2" and greater are UL/NSF-61 DiMEnsiOns: All dimensions are in inches unless noted otherwise gEnERAl sPECiFiCATiOns 1" - 64" DuCTilE iROn FlAngED FiTTings Utility Pipe Fittings and Accessories Ansi/AWWA C110/A21.10 FlAngE DETAils nOM. siZE O.D.B.C.T BOlT hOlEDiA. BOlTs siZE nO. 1 4.25 3.12 0.44 0.62 ½ x 2 4 1 ½5.00 3.88 0.56 0.62 ½ x 2 4 2 6.00 4.75 0.62 0.75 ⅝ x 2 ¼4 2 ½7.00 5.50 0.69 0.75 ⅝ x 2 ½4 3 7.50 6.00 0.75 0.75 ⅝ x 2 ½4 4 9.00 7.50 0.94 0.75 ⅝ x 3 8 5 10.00 8.50 0.94 0.88 ¾ x 3 8 6 11.00 9.50 1.00 0.88 ¾ x 3 ½8 8 13.50 11.75 1.12 0.88 ¾ x 3 ½8 10 16.00 14.25 1.19 1.00 ⅞ x 4 12 12 19.00 17.00 1.25 1.00 ⅞ x 4 12 14 21.00 18.75 1.38 1.13 1 x 4 ½12 16 23.50 21.25 1.44 1.13 1 x 4 ½16 18 25.00 22.75 1.56 1.25 1 ⅛ x 5 16 20 27.50 25.00 1.69 1.25 1 ⅛ x 5 20 24 32.00 29.50 1.88 1.38 1 ¼ x 5 ½20 30 38.75 36.00 2.12 1.38 1 ¼ x 6 ½28 36 46.00 42.75 2.38 1.63 1 ½ x 7 32 42 53.00 49.50 2.62 1.63 1 ½ x 7 ½36 48 59.50 56.00 2.75 1.63 1 ½ x 8 44 54 66.25 62.75 3.00 2.00 1 ¾ x 8 ½44 60 73.00 69.25 3.12 2.00 1 ¾ x 9 52 64 80.00 76.00 3.38 2.00 1 ¾ x 9 52 APPROVED M E M B E R not included in AWWA C110 F22003405RECEIVED 06/29/2022 striplett BUILDING DIVISION C153 DUCTILE IRON MECHANICAL JOINT FITTINGS C153 DUCTILE IRON MECHANICAL JOINT FITTINGS BASIC SPECIFICATIONS January 2019 SIGMA Corporation www.sigmaco.com ® Member®Certified toANSI/NSF 61 ® SIZES:• 2” - 64” MATERIAL:• Ductile Iron ASTM A536, Grade 65-45-12, 60-42-10 or 70-50-05. PRESSURE: • 350 PSI Water Working Pressure 2”- 24”. • 250 PSI Water Working Pressure 30”- 48”. • 150 PSI Water Working Pressure 54”- 64”. TESTING:• In accordance with ANSI/AWWA C153/A21.53. • In accordance with UL - FM requirements. • All fittings are hydrostatically tested in accordance with SIGMA Quality Management Standard. • All fittings are heat coded to ensure traceability and verification of metallurgical properties in accordance with the prevailing standards and SIGMA Quality Manage- ment Standards.LAYING LENGTH:• Short body design - straight section of body deleted to provide a compact and lighter fitting without reducing strength or flow characteristics. • In accordance with ANSI/AWWA C153/A21.53. DEFLECTION:• Maximum allowable deflection for MJ Joint on a full length pipe is as mentioned below: 1. 3” - 4” = 8 Degrees 2. 6” = 7 Degrees 3. 8” - 12” = 5 Degrees 4. 14” - 48” = 3 Degrees CEMENT LINING:• Maximum Double cement lined in accordance with ANSI/AWWA C104/A21.4. COATING:• Interior of fitting is seal coated (asphaltic material) in accordance with ANSI/ AWWA C104/A21.4 and NSF61 approved. • Exterior of fitting is seal coated (asphaltic material) in accordance with ANSI/ AWWA C153/A21.53 and NSF61 approved. GASKETS: • SBR in accordance with ANSI/AWWA C111/A21.11. • Also available in EPDM, NBR and CR. T-BOLTS:• Low Alloy corrosion resistant high strength steel in accordance with ANSI/AWWA C111/A21.11. APPROVALS:• 3”-16” Underwriters Laboratories listed and Factory Mutual Approved. STANDARDS:• Certified to NSF61 Standard including Annex G & 372. • ANSI/AWWA C153/A21.53 for Compact Ductile Iron Fittings 2”-64” for water and other liquids.INSTALLATION:• Per ANSI/AWWA C600 and C111 using DIP conforming to C150/C151 and PVC pipe conforming to C900/C905.F22003405RECEIVED 06/29/2022 striplett BUILDING DIVISION C110 DUCTILE IRON FLANGED FITTINGS C110 DUCTILE IRON FLANGED FITTINGS BASIC SPECIFICATIONS SIZES:• 2” - 64” MATERIAL:• Ductile Iron ASTM A536 Grade 60-42-10, 65-45-12 or 70-50-05. PRESSURE:• 250 PSI Water Working Pressure for Ductile Iron sizes 2” - 48”. • 150 PSI Water Working Pressure for Ductile Iron sizes 54” - 64”. TESTING:• In accordance with ANSI / AWWA C110 / A21.10 where applicable. • Other items are in accordance with manufacturer’s standards. • 54” and above Flanged Fittings are manufactured as per AWWA C153/A21.53. • All fittings are hydrostatically tested in accordance with SIGMA Quality Man- agement Standard. • All fittings are heat coded to ensure traceability and verification of metallurgi- cal properties in accordance with SIGMA Quality Management Standards. LAYING LENGTH:• In accordance with ANSI / AWWA C110 / A21.10 where applicable. • Other items are in accordance with manufacturer’s standards. • 54” and above Flanged Fittings are manufactured as per AWWA C153/A21.53. CEMENT LINING:• Double cement lined in accordance with ANSI/AWWA C104 / A21.4. COATING:• Interior of fitting is seal coated (asphalt material) in accordance with ANSI / AWWA C104/A21.4 and NSF61 approved. • Red Primer Outside. • For special conditions, other types of coatings and linings are available. • Please specify when ordering. GASKETS:• SBR in accordance with ANSI/AWWA C111/A21.11 & ANSI/AWWA C111/ A21.11. • Also available in EPDM, NBR and CR. APPROVALS:• 2”-16” Underwriters Laboratories listed and Factory Mutual Approved. STANDARDS:• Certified to NSF61 Standard including Annex G & 372. • ANSI / AWWA C110 / A21.10 Where applicable. • Other items are in accordance with manufacturer’s standards. • 54” and above Flanged Fittings are manufactured as per AWWA C153/A21.53. INSTALLATION:• Per ANSI/AWWA C600 and C111 using DIP conforming to C150/C151 and PVC pipe conforming to C900/C905. May 2017 SIGMA Corporation www.sigmaco.com® Member®Certified toANSI/NSF 61 ®F22003405RECEIVED 06/29/2022 striplett BUILDING DIVISION TYTON JDlNT®PIPE Each of the following is a nationally recognized standards organization; I American National Standards Institute (ANSI) American Water Works Association (A\/IANA) American Society for Testing and Materials (ASTM) Underwriters Laboratories (UL) National Fire Protection Association (NFPA) National Sanitation Foundation (NSF) Factory Mutual (FM) TYTON JOINT is U.S.Pipe’s trademark for pipe with a push-on type connection.Simplicity,sturdiness and watertightness are built into the system by design.Convincing proof of its worldwide acceptance is shown by the fact that more than 95%of the pipe now sold by U.S.Pipe is TYTON JOINT Pipe. TYTON JOINT Pipe is available in sizes 3"through 64".Sizes 3"through 42"are available in nominal 18-foot laying lengths.4“through 30“sizes,along with sizes 48"through 64",are available in nominal 20-foot laying lengths. TYTON JOINT Pipe in sizes 4“through 36"are UL Listed,and sizes 4"through 16"are FM Approved. When TYTON JOINT Pipe is used for bridge crossings or other above-ground installations,each length of pipe must be supported in a manner to restrict both vertical and horizontal movement. A TYTON®Gasket is the only accessory required when installing TYTON JOINT Pipe.It is a circular rubber gasket that has a modified bulb shape in cross section.Gaskets are furnished in accordance with ANSI/AWWA C111/A21.1.Composition and dimensions of the gasket have been carefully engineered to ensure a watertight and lasting seal.The standard TYTON Gasket is manufactured of SBR —styrene butadiene rubber.Gaskets of special elastomers may be ordered for special applications.The gasket contour and bell socket contour ensure that the gasket will remain seated during proper assembly of the pipe.When joint restraint is required for push-on joint pipe,two options are available from U.S.Pipe.For joint restraint of 4"through 24",FIELD LOK 350®Gaskets may be used.FIELD LOK 350 Gaskets are rated for 350 psi in sizes 4"through 24".In addition,for 4" through 36"sizes,TR FLEX Pipe and Fittings may be used,and for 30"through 64"sizes,HP LOK® Pipe and Fittings may be used.TR FLEX Pipe and Fittings are rated for working pressures for 350 psi in 4"through 24"sizes,250 psi in sizes 30“through 36".For HP LOK Pipe and Fittings,the working pressure is 350 psi for 30"through 64".For higher pressure applications contact your U.S.Pipe representative.Complete details on FIELD LOK 350 Gaskets,TR FLEX Pipe and Fittings,and HP LOK Pipe and Fittings can be found on our website,www.uspipe.com. NOTE;U.S.Pipe qualifies forFederal Procurement underPublic LawNo.94-580,Section 6002,known as the Resource RecoveryAct of1976,since,due to modern technology,recyclediron and steelscrap are used to a large degree in our Ductile Iron Pipe production. The plain end ofthe pipe is furnishedbeveled or with a quarterellipse on the edge to allowassembly.More than 40 years ofsuccessful experience have proved its sealing capabilities.Hydrostatic tests have shown that the system will withstand pressures farin excess ofratedpressures. TYTON®,TYTONl0lNT®,TR FLFX®,HP LOK®and FIELD LOK350®are Registered Trademarks of U.S.Pipe and Foundry Company LLC. ANSI/AWWA C151/A2l.5,Ductile Iron Pipe,Centrifugally Cast for Water. Ductile Iron TYTON JOINT Pipe is centrifu- gally cast in metal molds in accordance with ANSI/AWWA C151/A21.5. The asphaltic outside coating is in accor- dance with ANSI/AWWA C151/A21.51. As specified in ANSI/AWWA C151/A21.51, pipe weights have been calculated using standard barrel weights and weights of bells being produced. ANSI/AWWA C104/A21.4,Cement-Mortar Lining For Ductile-Iron Pipe and Fittings For Water. The cement-mortar lining and inside coating are in accordance with ANSI/AWWA C104/A21/I. Special linings and/or coatings can be furnished for specific conditions. ANSI/AWWA C111/A2l.ll,Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and Fittings. TYTON®Gaskets are furnished in accor- dance with ANSI/AWWA C111/A21.11. ANSI/AWWA C105/A21.5,Polyethylene Encasement for Ductile Iron Pipe Systems. If specifiers and users believe that corro- sive soils will be encountered where our products are to be installed,please refer to ANSI/AWWA C105/A21.5,for proper external protection procedures. ASTM A746-D3 "Standard specification for Ductile Iron Gravity Sewer Pipe." ASTM A716-D8 "Standard Specification for Ductile Iron Culvert Pipe." ASTM A536 "Standard Specification for Ductile Iron Castings." REVISED 41816 HD Fowler Company Submittal - IP524GTJ 85870 WATER DUCTILE PIPE 3 PAGES F22003405RECEIVED 06/29/2022 striplett BUILDING DIVISION PRESSURE CLASS —THICKNESSES, DIMENSIONS AND WEIGHT 18-FOOT LAYING LENGTH 20-FOOT LAYING LENGTH OUTSIDE BARREL WEIGHT WEIGHT PER WEIGHT PERSIZETHICKNESSTHICKNESSDIAMETER*PER FOOT LENGTHt LENGTHT Inches CLASS Inches Inches Pounds Pounds Pounds -5CDO0O0 LTILTILTILTILTILTI00|\D|—\O3U"l-I> (:1(:1(:1 .|>00Q0CD\l-I> 3.00 3.00 3.00 0.20 4.30 4 0.20 4.30 4 0.32 4.30 4 54 0.35 4.30 4 55 0.33 4.30 4 50 0.41 4.30 0 50 0.25 0.00 0 51 0.23 0.00 52 0.31 0.00 53 0.34 0.00 54 0.37 0.00 55 0.40 0.00 50 0.43 0.00 3 50 0.27 0.05 3 51 0.30 0.05 52 0.33 0.05 53 0.30 0.05 54 0.30 0.05 55 0.42 0.05 50 0.45 0.05 O‘-DO‘-iO'JO'JO'J XXXXX 11.8 220 — 12.8 240 — 13.7 255 — 11.3 215 235 12.6 235 260 13.8 260 285 15.0 280 310 16.1 300 330 17.3 320 355 16.0 305 335 17.8 335 370 19.6 370 410 21.4 400 445 23.2 435 480 25.0 465 515 26.7 495 550 22.8 430 475 25.2 475 525 27.7 520 575 30.1 560 620 32.5 605 670 34.8 650 720 37.2 690 765 NOTE:Thicknesses and dimensions of 3"through 64"ductile iron pipe conform toANS///IWI/llA C151/7421.51. Weights may vary from the standard because ofdifferences in be/I weights. *To/erance of 0.D.ofspigot end;3-12 in.,10.06 in.,-14-24 in.,+0.05 in.,-0.08 in.;30-48 in.,+0.08 in.,-0.06 in.,-54-64 in.,+0.04 in.,-0.10 in. T Including be/I;calculated weight ofpipe rounded off to nearest 5 lbs. Table continued on next page. H 115010511.-1 1e.15 Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal - IP522GTJ 85870 Powered by TCPDF (www.tcpdf.org)F22003405RECEIVED 06/29/2022 striplett BUILDING DIVISION THICKNESS CLASS —THICKNESSES, DIMENSIONS AND WEIGHT (cont.) 18-FOOT LAYING LENGTH 20-FOOT LAYING LENGTH OUTSIDE BARREL WEIGHT WEIGHT PER WEIGHT PER SIZE THICKNESS THICKNESS DIAMETER*PER FOOT LENGTHt LENGTHT Inches CLASS Inches Inches Pounds Pounds Pounds ‘:50 0.20 1; :51 0.32 -- :52 0.35 -- :53 0.33 -- :54 0.41 -- :0.44 -- la 0'10'1U"lL71L710'1O0l\)|—\CDO5LTI :1:11Q0-|>Hg]'591‘:1:1 my u ......_.u '2 ._5 '2 0.34 13.20 '2 0.37 13.20 '2 0.40 13.20 '2 54 0.43 13.20 '2 55 0.46 13.20 '2 56 0.49 13.20 LLLLLLL O‘)O1O‘)O‘)O1O‘)O‘)-5-5-5-5-5-5-5 U1U"IU1U1U1U1U1U1U1U1U1U1U1L71CDU"I-I>O0|\>l—*3O5U1-I>00|\)1—\CD :1:1:1:1:1:1:1:1LJTI-I>-I>CA.)LJTI-I>-I>O0l\DLOO3-I>IiO0U‘lQ0 .\'.\'.\'.\'S->"'9"‘S->"'9"‘-I?-I?-I?-I?Q009Q909:1:1:1:1:1:1:1:1 u ...u 0.30 15.30 0.30 15.30 0.42 15.30 U --U U —U u _-u J U --U '0.37 17.40 '0.40 17.40 '0.43 17.40 J u ...u J U --U J U —U 30.1 570 630 33.2 625 690 36.2 680 750 39.2 730 810 42.1 785 870 45.1 840 930 48.0 890 990 38.4 725 800 42.0 790 875 45.6 855 945 49.2 920 1015 52.8 985 1090 56.3 1045 1160 59.9 1110 1230 47.5 910 1005 51.7 985 1090 55.9 1060 1170 60.1 1135 1255 64.2 1210 1340 68.4 1285 1420 72.5 1360 1505 55.8 1065 1175 60.6 1150 1275 65.4 1240 1370 70.1 1325 1465 74.9 1410 1560 79.7 1495 1655 84.4 1580 1750 NOTE:Thicknesses and dimensions of3"through 64"ductile iron pipe conform to ANSI/AWWA C151/421.51. Weights may vary from the standard because of differences in bell weights. *To/erance of 0.D.of spigot end.-3-12 in.,:0.06 in.,-14-24 in.,+0.05 in.,-0.08 in.,-30-48 in.,+0.08 in.,-0.06 in.,-54-64 in.,+0.04 in.,-0.10 in. f Including bell;calculated weight ofpipe rounded offto nearest 5 lbs. Table continued on next page. :115010511.-1 1e.15 Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal - IP524GTJ 85870 Powered by TCPDF (www.tcpdf.org)F22003405RECEIVED 06/29/2022 striplett BUILDING DIVISION Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal - IS02X60FP 70720 Powered by TCPDF (www.tcpdf.org) WATER DUCTILE SPOOL 1 PAGE F22003405RECEIVED 06/29/2022 striplett BUILDING DIVISION HD Fowler Company Submittal - IFZWARG4K 82790 WATER ROMAGRIPS 3 PAGES F22003405RECEIVED 06/29/2022 striplett BUILDING DIVISION ROMAC INDUSTRIES, INC. ROMAGRIP MECHANICAL JOINT RESTRAINING GLAND 3 THROUGH 12 INCH SUBMITTAL INFORMATION USE The Romac RomaGrip restraining gland is used for the restraint of mechanical joint ductile iron pipe, valves, fittings, and fire hydrants in water transmission and fire protection lines. It may also be used on IPS sizes steel pipe (minimum thickness STD weight class pipe) with MJ by IPS transition gasket. The RomaGrip replaces costly concrete thrust blocks, corrodible steel tie rods and clamps. Not for use on plain end mechanical joint fittings. The RomaGrip may be used on cast iron pipe as long as it has the same OD as ductile iron pipe. Note: Some initial axial movement may occur in lug style restraints as the lugs seat. Movement is directly related to the size of the piping system and the system pressure. In general terms movement of approximately 0.40 may be seen. If this is critical to your application please contact Romac Engineering for additional information. MATERIALS Gland Ductile (nodular) iron, meeting or exceeding ASTM A 536-84, Grade 65-45-12. Gaskets A standard MJ gasket is used with this fitting. Meets ANSI/AWWA C111/A21.11 for gasket specs. Restraining Bolt 7/8 9 roll thread, Ductile (nodular) iron, meeting or exceeding ASTM A 536-84. Restraining Lugs Ductile (nodular) iron, meeting or exceeding ASTM A 536-84. Heat treated using a proprietary process. Lug Locators Polyurethane, a thermo-set plastic. Coatings Shop coat applied to the casting for corrosion protection in transit. Fusion bonded Romabond Polyester coated glands and Xylan coated restraining bolts and lugs optional. PERFORMANCE Nominal Number of Approx. Working Test Maximum Pipe Restraining Weight Pressure Pressure Joint Size Bolts (lbs) (psi) (psi) Deflection 3 2 6 350 700 5° 4 2 7.5 350 700 5° 6 3 11 350 700 5° 8 4 16.5 350 700 5° 10 6 23 350 700 5° 12 8 29.5 350 700 5° FM Approved FM approved for cast iron and ductile iron pipe at 175 psi working pressure (4 : 1 test). UL Listed UL listed for cast iron and ductile iron pipe. Document Number 05-8-0017 8/15 This information is based on the best data available at the date printed above, please check with Romac Engineering Department for any updates or changes. HD Fowler Company Submittal - IFZWARG4K 82790 F22003405RECEIVED 06/29/2022 striplett BUILDING DIVISION ROMAC INDUSTRIES, INC. ROMAGRIP MECHANICAL JOINT RESTRAINING GLAND 14 THROUGH 24 INCH DUCTILE IRON PIPE SUBMITTAL INFORMATION USE The Romac RomaGrip restraining gland is used for the restraint of mechanical joint ductile iron pipe, valves, fittings, and fire hydrants in water transmission and fire protection lines. The RomaGrip replaces costly concrete thrust blocks, corrodible steel tie rods and clamps. Not for use on plain end mechanical joint fittings. The RomaGrip may be used on cast iron pipe as long as it has the same OD as ductile iron pipe. Note: Some initial axial movement may occur in lug style restraints as the lugs seat. Movement is directly related to the size of the piping system and the system pressure. In general terms movement of approx approximately 0.40 may be seen. If this is critical to your application please contact Romac Engineering for additional information. MATERIALS Gland Ductile (nodular) iron, meeting or exceeding ASTM A 536-84, Grade 65-45-12. Gaskets A standard MJ gasket is used with this fitting. See ANSI/AWWA C111/A21.11 for gasket specs. Restraining Bolt 7/8 9 roll thread, Ductile (nodular) iron, meeting or exceeding ASTM A 536. Restraining Lugs Ductile (nodular) iron, meeting or exceeding ASTM A 536. Heat treated using a proprietary process. Lug Locators Polyurethane, a thermo-set plastic. Coatings Shop coat applied to the casting for corrosion protection in transit. Fusion bonded Romabond Polyester coated glands and Xylan coated restraining bolts and lugs optional. PERFORMANCE Nominal Number of Approx. Working Test Maximum Pipe Restraining Weight Pressure Pressure Joint Size Bolts (lbs) (psi) (psi) Deflection 14 10 42.8 350 700 2° 16 12 50.4 350 700 2° 18 12 57.4 250 500 1.5° 20 14 66.0 250 500 1.5° 24 16 83.3 250 500 1.5° UL Listed UL listed for cast iron and ductile iron pipe. Document Number 05-8-0018 8/15 This information is based on the best data available at the date printed above, please check with Romac Engineering Department for any updates or changes. Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal - IFZWARG4K 82790 Powered by TCPDF (www.tcpdf.org)F22003405RECEIVED 06/29/2022 striplett BUILDING DIVISION E\__|_____|LUB5AlH_DAUMAGNU£5MW K _H_weff3 ///J”?////Z////J)/7///JV///fifi/% /%+ WmoIf@Q $7/////d_7///////////H_////_,//////_’///////////éfl/////_7////////////////////////_’J0//////////_fl//////67/////J? N%_2Mn/JD ”}5 If5 H \3 5n? "4If3 T"8 K/7///W//////////////f///////////éfl////////////f/////////////W/////éfl/////////////f///////F///////////¢//////////// +A /////N”/////4”////fifi////J”/fi/////é 049O_NTRAF 0A/__HGNTAR VERAHMObWeN30OQ6WETADAWER ETADVER 1FO_hEEHSMNELACSMOTTOB42049#GWD O3LC8,4AMTSAnmlaaC_|_MM SbL53_kWXORPP1 LoT ECNARE3OOQ6W”ETADLCMWDDEVORPPATNEMUCOD 1LXX 6O_+XXX +XXXX30OQ6WEADLCDKHC U30 E\__|_____|LUB5AlH_DAUMAGNU£5MW K _H_weff3 ///J”?////Z////J)/7///JV///fifi/% /%+ WmoIf@Q $7/////d_7///////////H_////_,//////_’///////////éfl/////_7////////////////////////_’J0//////////_fl//////67/////J? N%_2Mn/JD ”}5 If5 H \3 5n? "4If3 T"8 K/7///W//////////////f///////////éfl////////////f/////////////W/////éfl/////////////f///////F///////////¢//////////// +A /////N”/////4”////fifi////J”/fi/////é 049O_NTRAF 0A/__HGNTAR VERAHMObWeN30OQ6WETADAWER ETADVER 1FO_hEEHSMNELACSMOTTOB42049#GWD O3LC8,4AMTSAnmlaaC_|_MM SbL53_kWXORPP1 LoT ECNARE3OOQ6W”ETADLCMWDDEVORPPATNEMUCOD 1LXX 6O_+XXX +XXXX30OQ6WEADLCDKHC U30 Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal - VBB24 79700 Powered by TCPDF (www.tcpdf.org) WATER VALVE BOX SETUP 3 PAGES F22003405RECEIVED 06/29/2022 striplett BUILDING DIVISION '00H:'_ U3'- "=raF") ,__ E$1‘. ,'_ MATING SURFACES a ma,"mm. 6 Us"[I-IA. 2?.-6 5-H"- T 11;7“1 1,/15" ‘kW\%~\‘k “&§~\‘%\®~\Wk\\“1§®\\“c§~&1k\\ ‘¥\%%\‘\%\ t 9 1,/4"D-IA ‘\‘&Q§\\}¥‘.\ ‘~\\\\ As sis“0|A.?¢¢ '-,1 TO BE MACHINED \\\\\‘§\\\R\‘%‘~\ ‘Q\\‘~.\\\\‘\\\‘l\\\\“‘\:§3‘.\I‘k\\‘Q\\3‘.?:\~\ O O TOP VIEW Tr-P6 1,58"D|A.—-I 7'3,/15"BIA.L OTES: OLYMPIC FOUNDRY INC. 18"VALVE BOX TOP ATLI Cast Iron ASTM A48,CL3O ‘PPROX WT:33 Lbs REV:A DATE:7/16/2003 New border REV OCUMENTAPPROVED DWN:CL DATE:7/16/2003 Y:DATE: TOLERANCE XX+-.1 CHKD:CL DATE:7/16/2003 XXX+-.06 XXXX+—.030 <+-2 DEG AREV:DATE: DWG #:940 18 TOP SCALE:N/A SHEET:1 OF 1 Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal - VBT940B 79700 Powered by TCPDF (www.tcpdf.org)F22003405RECEIVED 06/29/2022 striplett BUILDING DIVISION \. fl H @111 WATERCwUV '\ I/\&TOP VIEW /' / BOTTOM VIEW IF}? I/2» // '~5 3/4”DIELAA —~?/16”5 DEGREE DRAFT —*‘**'—~—._IHrEEEE~fi L__________________ I I I I I I\.; 55/8 I ii fl In __L =—-"'r"—5/6” _'_’2" —'-I r"—I5/16" '923}. OTES: OLYMPIC FOUNDRY INC. DEEP SKIRT VALVE BOX COVER A-I-LI Cast Iron ASTIVI A48,CL3O ‘PPROX WT:12 Lbs REV:A DATE:7/16/2003 New border REV OCUMENTAPPROVED DWN:CL DATE:7/16/2003 Y:DATE:CHKD:CL DATE:7/16/2003 TOLERANCE XX+-.1 XXX+-.06 XXXX+—.030 <+-2 DEG AREV:DATE: DWG #:940 DEEP SKIRT LID SCALE:N/A SHEET:1 OF 1 Marked Water Irrigation Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal - VBL940 79700 Powered by TCPDF (www.tcpdf.org)F22003405RECEIVED 06/29/2022 striplett BUILDING DIVISION SPECIFICATIONS / AVAILABLE CONFIGURATIONS & STYLE NUMBERS (2”- 12”) M&H AWWA C509 RESILIENT WEDGE GATE VALVES (1993) M&H Valve AWWA C509 Resilient Wedge Gate Valves Meet or Exceed the Requirements of AWWA Standard C509 Size Range Water Working Pressure psi Bubble Tight Seat Test psi Hydrostatic Shell Test psi AWWA 2” – 12” 250 Water Works 250 & 400 500 ULFM 4” – 12” 200 Fire Protection 250 & 400 500 Style No. Style No. Style No. Size With With With Available End Connections Range 2” Nut Hand wheel Post Plate Mechanical Joint (NRS) (no 2 ½”) 2”-12” 4067-01 4067-01-HW 4067-01P (3”-12”) Flanged Ends (NRS) 2”-12” 4067-02 4067-02-HW 4067-02P (3”-12”) Flanged End X Mechanical Joint (NRS) 3”-12” 4067-13 4067-13-HW 4067-13P (3”-12”) Push-on (For PVC / SDR) (NRS) 2”-12” 4067-03 4067-03-HW 4067-03P (3”-12”) Threaded (NRS) 2”-3” 4067-07 4067-07-HW 4067-07P (3” only) Threaded (NRS)(With T-Head Nut) 2”-3” 4067-07THN (With T-Head Nut) ***Threaded (OS&Y) 2”-3” N/A 4068-07 Tyton X Tyton (NRS) (For D.I. / C900) 4”-12” 4067-22 4067-22-HW 4067-22P (4”-12”) Tyton X Flange (NRS) (For D.I. / C900) 4”-12” 4067-23 4067-23-HW 4067-23P (4”-12”) ***Flanged Ends (OS&Y) 2”-12” N/A 4068 & 4068A* N/A **Tapping Valve (NRS) 4”-12” 4751-01 4751-01HW 4751-01P (4”-12”) M.J. Cutting-in valve (NRS) 4”-12” 4576-01 4576-01-HW 4576-01P (4”-12”) ****Flanged End (Open Mitre Box) 3”-12” 4211-O 4211-O-HW N/A ****Flanged End (Enclosed Mitre Box) 4”-12” 4211-C 4211-C-HW N/A Notes: *4068A is Tapped & Plugged in “A” Position (2” – 4” = ½” tap)(6” – 12” = ¾” tap) **Each size accommodates a full size diameter tapping cutter. ***2” OS&Y Flanged and Threaded versions are UL Listed. ****Can provide with all available end connections. 2” and 2 1/2” are not included in AWWA C509. September 1, 2012 / C509 Gate Valves NOTE: It is recommended that valves be installed with stems vertical when used in raw sewage or sludge applications or in water with excessive sediment. HD Fowler Company Submittal - MH4067MF44DCL 77720 WATER GATE VALVE 6 PAGES F22003405RECEIVED 06/29/2022 striplett BUILDING DIVISION RECOMMEND SPECIFICATIONS (NRS STYLE 4067)(OS&Y STYLE 4068)(2”-12”) M&H AWWA C509 RESILIENT WEDGE GATE VALVES (1993) RECOMMENDED SPECIFICATIONS (2”-12”) 1.Valves shall conform to the latest revision of AWWA Standard C509 covering resilient seated gate valves for water supply service. 2.The valves shall have an iron body, bonnet, and O-ring plate. The wedge shall be totally encapsulated with rubber. 3.The sealing rubber shall be permanently bonded to the wedge per ASTM D-429. 4.Valves shall be supplied with O-ring seals at all pressure retaining joints. No flat gaskets shall be allowed. 5.The valves shall be either non-rising stem or rising stem, opening by turning left or right, and provided with 2” square operating nut or a handwheel with the word “Open” and an arrow to indicate the direction to open. 6.Stems shall be cast copper alloy with integral collars in full compliance with AWWA. All stems shall operate with copper alloy stem nuts independent of wedge and of stem (in NRS valves). OS&Y (rising stems) shall be bronze 7.All stems shall have two O-rings located above the thrust collar and one O-ring below. Stem O-rings shall be replaceable with valve fully opened and subjected to full pressure. 8.The stems on 2”-12” shall also have a low torque thrust bearing located above and below the stem collar to reduce friction during operation. 9.Waterway shall be smooth, unobstructed and free of all pockets, cavities and depressions in the seat area. Valves 2” and larger shall accept a full size tapping cutter. 10.The body, bonnet and O-ring plate shall be fusion-bonded epoxy coated, both interior and exterior on body and bonnet. Epoxy shall be applied in accordance with AWWA C550 and be NSF 61 Certified. 11.Each valve shall have maker’s name, pressure rating, and year in which it was manufactured cast in the body. Country of origin to be clearly cast into body & cover castings. 12.Prior to shipment from the factory, each valve shall be tested by hydrostatic pressure equal to the requirements of AWWA C509 (and UL/FM where applicable). 13.Valves shall have all component parts cast and assembled in the USA and shall be manufactured by the M&H Valve Company. September 1, 2012 / C509 Gate Valves NOTE: It is recommended that valves be installed with stems vertical when used in raw sewage or sludge applications or in water with excessive sediment. HD Fowler Company Submittal - MH4067MF44DCL 77720 F22003405RECEIVED 06/29/2022 striplett BUILDING DIVISION MATERIAL SPECIFICATIONS (1 of 2) M&H AWWA C509 RESILIENT WEDGE GATE VALVES (1993) CAST IRON SPECIFICATION ASTM A126 CLASS B Physical Properties Minimum tensile strength 31,000 psi Minimum transverse strength 3,300 lbs. Minimum deflection (12” Centers) .12 in Chemical Analysis (percent) Phosphorus (maximum) .75 Sulfur (maximum) .15 DUCTILE IRON SPECIFICATION ASTM A536 Physical Properties Minimum tensile strength 65,000 psi Minimum yield strength 45,000 psi STYRENE BUTADINE RUBBER – ASTM D-5000 “O-Rings” & “Wedge / Seat Rubber” Hardness 78r 5 100% Modulus (PSI) 800 ALTERNATE---EPDM “O-Rings” & “Wedge / Seat Rubber” Hardness 80r 2 100% Modulus (PSI) 600 Tensile (PSI) 1,450 Elongation (%) 150 Compression set, ASTM D395 Method B 18% max. September 1, 2012 / C509 Gate Valves HD Fowler Company Submittal - MH4067MF44DCL 77720 F22003405RECEIVED 06/29/2022 striplett BUILDING DIVISION MATERIAL SPECIFICATIONS (2 of 2) M&H AWWA C509 RESILIENT WEDGE GATE VALVES (1993) STANDARD CAST BRONZE—ASTM B584 CDA836 (Stem Nut) Physical Properties Minimum tensile strength 30,000psi Minimum yield strength 14,000psi Minimum elongation (in 2 inches) 20% Chemical Analysis *Copper 84.0 – 86.0 Lead 4.0 – 6.0 Tin 4.0 – 6.0 Nickel (maximum) 1.0 Zinc 4.0 – 6.0 * = CU + NI = 79% Min CAST BRONZE – ASTM B584 CDA867 (Stem) In accordance with SECTION 4.4.5 of AWWA C509 Physical Properties Minimum tensile strength 80,000 psi Minimum yield strength 32,000 psi Minimum elongation (in 2 inches) 15% Chemical Analysis Copper 55.0 – 60.0 Lead (maximum) .50 – 1.5 Aluminum 1.0 – 3.0 Iron 1.0 – 3.0 Nickel (maximum) 1.0 Zinc 30.0 – 38.0 Manganese 1.0 – 3.5 Tin (maximum) .2 ALTENATE CAST BRONZE – NDZ-S ASTM B763 UNS C99500 (Stem ) In accordance with SECTION 4.4.5 of AWWA C509 Physical Properties Minimum tensile strength 70,000 psi Minimum yield strength 40,000 psi Minimum elongation (in 2 inches) 12% Chemical Analysis Copper 82.8 Lead (maximum) .25 Aluminum (maximum) 2.0 Iron (maximum) 5.5 Nickel (maximum) 5.5 Zinc (maximum) 2.0 Silicon (maximum) 2.0 September 1, 2012 / C509 Gate Valves HD Fowler Company Submittal - MH4067MF44DCL 77720 F22003405RECEIVED 06/29/2022 striplett BUILDING DIVISION :1F§DESCWPUON MATEWAL ASTM SPEC. _\HOLD DOWN HEX BOLT 304 STNNLESS STEEL ASTM F5930 I\)HOLD DOWN BOLT HJW WASHER 304 STNNLESS STEEL ASTM F593C (14 OPERAUNC NUT OR HANDWHEEL CASTIRON ASTM A126 CLASS B -I>BOLTS/NUTS (STUFHNG BOX)304 STMNLESS STEEL ASTM F593C /F594 U1 STUFHNC BOX/FOLLOWER PUUE DUCWLEIRON ASTM A536 70-50-05 O7 O—TNNG (STEM)QTY=3 NBR \I O—RWM3(STUFHNG BOX)NBR G1 THRUST WASHER BEAHNG DELRIN LO STEM MANGANESE BRONZE ASTM B584 CDA 867 HEX HEAD BOLTS &NUTS 304 STMNLESS STEEL ASTM F593C /F594 COVER/BONNET CASTIRON ASTM A126 CLASS B STEM NUT BRONZE (NDZ)ASTM B763 C99500 WEDGE/DEC/GATE CASTIRON/EPDM COATED ASTM A126 CLASS B O—TNNC (COVER)NBR BODY (ALL TYPES)CASTIRON ASTM A126 CLASS B OPDONAL POST PUME (3{—12O CASTIRON ASTM A126 CLASS B WPE PLUG (OPDONAL)GALMANEED STEEL 1/A 3| 4 3 _—Q !'§%~!__\E 5 I/__ |llé. I=§&_I_,\\\\\:>6_.=@§)I’-W‘-Z1 7»6 ||||up =\\\\\||||‘nil 5 12 _<’/-1 5 13 _§\\\\\\\\\\\ I ww&§w§w@§§§T %%%%v /H §G)@ I 814 §\\\‘ 9 I \ 'i _\K16 _§>§>>3>§‘\/ \\\\\\\\\\\\\\\\\\\\\\\\\> QM‘‘E§|||| /(9 10 1 \\\\\\’/////0Q6\6*“ %.I DWI WU Z’THRU 12” I\/1&H VALVE COMPANY RESILIENT SEAT GATE VALVEANNISTON»ALABAMA DWG NO 6509-NR6-SWLE 4067 A D""S'°N OF MCWANE ‘N0 4067 VALVE ASSEMBLY/MATERIAL LIST BE USED COPIED OR REPRODUCED WITHOUT WRIT|'EN CONSENT DESIGN AND INVENTION RIGHTS RESERVED HD Fowler Company Submittal - MH4067MF44DCL 77720 F22003405RECEIVED 06/29/2022 striplett BUILDING DIVISION COMPLIES WITH 4067—13 WITH 2”SQUARE NUTQ®Q§§5',‘;';?;EENTSOF 4067—13HW WITH HANDWHEELAWW/W509 4087-13P WITH POST PLATE (3"-12")APPROVED D OPTIONAL <—>2"SQUARE NUT r—“T“¿ --;v1I”4E -------<@__=_-i WIIIAi*/ FLANGED END PER ANSI B16.1 CLASS 125 T8 ,£I'?Z1iiiiiiiiiiiiiiiiiiiiii“/=NUM O(;= |-|= HANDWHEEL OPTIONAL POST PLATE (31:12,!) '12”Diameter [E1][K1]E I I[CD [CD ELLIPTICAL BOLT F BOLTS MJ END Ia ELLIPTICAL BOLT HOLE DESIGN ALLEVIATES THE NEED FOR ANTI—ROTATIONAL BOLTS VALVES|ZE A B C D E F G H WEIGHT 2"NUT **3 8 1 /4 4 41/4 10 12 3/8 3 4-5/8 4-5/8 81 4 91/4 41/2 4 3/4 1O 143/4 41/4 4-3/4 8-3/4 83 8 101/2 51/4 51/4 12 19 81/4 8-3/4 8-3/4 134 8 12 5/16 5 3/4 8 9/18 14 221/2 81/4 8-3/4 8-3/4 207 10 141/4 81/2 7 3/4 18 281/2 101/4 8-3/4 12-7/8 383 12 15 7 8 18 30 121/4 8-3/4 12-7/8 480 HANDWHEEL——ADD 8.5#<3"-4"),7#(8"),1o#(8"),18#(1o"&12")INDICATOR POST PLATE ADD 18#(3"-12")ONLYPALLETQUANTITIES2"NUT:38(3"),3o(4"),24(8"),1o(8"),8(1o"),8(12”)PALLET QUANTITIES HANDWHEEL:3o(3"),30(4"),18(8"),8(8"),8(1o"),4(12")TURNS To OPEN:1o(3”),13 1/2(4”),19 1/2(8”),25 1/2(8"),31 1/2(1o"),37 3/4(12")**3"MANUFACTURED TO c509 SPEC,BUT MADE OF DUCTILE IRON DWNI TRI-J 3”12” I/I&H VALVE COMPANY RESILIENT SEAT GATE VALVEANNISTONALABAMA'DW(;_NO_C509—STYLE 4067—15ADIVISIONOFMCWANEINC.SD—16 FLANGED X ML] THIS DRAWING AND ALL INFORMATION IS OUR PROPERTY AND SHALL NOT BE USED COPIED OR REPRODUCED WITHOUT WRITTEN CONSENT DESIGN AND INVENTION RIGHTS RESERVED COMPLIES WITH 4067—13 WITH 2”SQUARE NUTQ®Q§§5',‘;';?;EENTSOF 4067—13HW WITH HANDWHEELAWW/W509 4087-13P WITH POST PLATE (3"-12")APPROVED D OPTIONAL <—>2"SQUARE NUT r—“T“¿ --;v1I”4E -------<@__=_-i WIIIAi*/ FLANGED END PER ANSI B16.1 CLASS 125 T8 ,£I'?Z1iiiiiiiiiiiiiiiiiiiiii“/=NUM O(;= |-|= HANDWHEEL OPTIONAL POST PLATE (31:12,!) '12”Diameter [E1][K1]E I I[CD [CD ELLIPTICAL BOLT F BOLTS MJ END Ia ELLIPTICAL BOLT HOLE DESIGN ALLEVIATES THE NEED FOR ANTI—ROTATIONAL BOLTS VALVES|ZE A B C D E F G H WEIGHT 2"NUT **3 8 1 /4 4 41/4 10 12 3/8 3 4-5/8 4-5/8 81 4 91/4 41/2 4 3/4 1O 143/4 41/4 4-3/4 8-3/4 83 8 101/2 51/4 51/4 12 19 81/4 8-3/4 8-3/4 134 8 12 5/16 5 3/4 8 9/18 14 221/2 81/4 8-3/4 8-3/4 207 10 141/4 81/2 7 3/4 18 281/2 101/4 8-3/4 12-7/8 383 12 15 7 8 18 30 121/4 8-3/4 12-7/8 480 HANDWHEEL——ADD 8.5#<3"-4"),7#(8"),1o#(8"),18#(1o"&12")INDICATOR POST PLATE ADD 18#(3"-12")ONLYPALLETQUANTITIES2"NUT:38(3"),3o(4"),24(8"),1o(8"),8(1o"),8(12”)PALLET QUANTITIES HANDWHEEL:3o(3"),30(4"),18(8"),8(8"),8(1o"),4(12")TURNS To OPEN:1o(3”),13 1/2(4”),19 1/2(8”),25 1/2(8"),31 1/2(1o"),37 3/4(12")**3"MANUFACTURED TO c509 SPEC,BUT MADE OF DUCTILE IRON DWNI TRI-J 3”12” I/I&H VALVE COMPANY RESILIENT SEAT GATE VALVEANNISTONALABAMA'DW(;_NO_C509—STYLE 4067—15ADIVISIONOFMCWANEINC.SD—16 FLANGED X ML] THIS DRAWING AND ALL INFORMATION IS OUR PROPERTY AND SHALL NOT BE USED COPIED OR REPRODUCED WITHOUT WRITTEN CONSENT DESIGN AND INVENTION RIGHTS RESERVED Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal - MH4067MF44DCL 77720 Powered by TCPDF (www.tcpdf.org)F22003405RECEIVED 06/29/2022 striplett BUILDING DIVISION SPECIFICATIONS / AVAILABLE CONFIGURATIONS & STYLE NUMBERS (2”-20”) M&H AWWA C515 RESILIENT WEDGE GATE VALVES (2000) M&H Valve AWWA C515 Resilient Wedge Gate Valves Meet or Exceed the Requirements of AWWA Standard C515 Size Range Water Working Pressure psi Bubble Tight Seat Test psi Hydrostatic Shell Test psi AWWA 2” – 20” 250 Water Works 250 & 400 500 ULFM 4” – 16” 200 Fire Protection 250 & 400 500 Style No. Style No. Style No. Available End Connections (No Gear) Size With With With Range 2” Nut Hand wheel Post Plate Mechanical Joint (NRS) (no 2 ½”) 2”-16” 7571 7571-HW 7571-P (3”-16”) Flanged Ends (NRS) 2”-16” 7561 7561-HW 7561-P (3”-16”) Flanged End X Mechanical Joint (NRS) 3”-16” 7572 7572-HW 7572-P (3”-16”) Push-on (NRS) (For PVC / SDR) 2”-12” 7597 7597-HW 7597-P (3”-12”) Threaded (NRS) 2”-3” 7057 7057-HW 7057-P (3”only) Threaded (NRS)(With T-Head Nut) 2”-3” 7067-07THN (With T-Head Nut) ***Threaded (OS&Y) 2”-3” N/A 7067 N/A Tyton X Tyton (NRS) (For D.I. / C900) 4”-12”&16” 7901 7901-HW 7901-P (4”-12”&16”) Tyton X Flange (NRS) (For D.I. / C900) 4”-12” 7902 7902-HW 7902-P (4”-12”) ***Flanged Ends (OS&Y) 2”-16” N/A 7068 & 7068A* N/A **Tapping Valve (NRS) 4”-16” 7950 7950-HW 7950-P (4”-16) M.J. Cutting-in Valve (NRS) 4”-12” 7576 7576-HW 7576-P (4”-12”) ****Flanged End (Open Mitre Box) 3”-12” 7211-O 7211-O-HW N/A ****Flanged End (Enclosed Mitre Box) 4”-12” 7211-C 7211-C-HW N/A Style No. Style No. Available End Connections (Bevel Gear) Size With With Range 2” Nut Hand wheel Mechanical Joint (NRS) 14-20” 7571-B 7571-BHW Flanged Ends (NRS) 14”-20” 7561-B 7561-BHW Flanged End X Mechanical Joint (NRS) 14”-20” 7572-B 7572-BHW Tyton X Tyton (NRS) (For D.I. / C900) 16” 7901-B 7901-BHW Flanged Ends (OS&Y) 14”-20” 7068-B 7068-BHW **Tapping Valve (NRS) 14”-16” 7950-B 7950-BHW Style No. Style No. Available End Connections (Spur Gear) Size With With Range 2” Nut Hand wheel Mechanical Joint (NRS) 14-20” 7571-S 7571-SHW Flanged Ends (NRS) 14”-20” 7561-S 7561-SHW Flanged End X Mechanical Joint (NRS) 14”-20” 7572-S 7572-SHW Tyton X Tyton (NRS) (For D.I. / C900) 16” 7901-S 7901-SHW Flanged Ends (OS&Y) 14”-20” 7068-S 7068-SHW **Tapping Valve (NRS) 14”-16” 7950-S 7950-SHW Note: 2” to 3” sizes full wall ductile iron (per AWWA Dimensions) *7068A is Tapped & Plugged in “A” Position (2” – 4” = ½” tap)(6” – 12” = ¾” tap) **Each size accommodates a full size diameter tapping cutter.. ***2” OS&Y Flanged and Threaded versions are UL Listed ****All other end connections available. 18” and larger RS gate valves will be furnished with either bevel or spur gearing. By-pass valve not required on gate valves through 24” NOTE: It is recommended that valves be installed with stems vertical when used in raw sewage or sludge applications or in water with excessive sediment. September 1, 2012 / C515 Gate Valves HD Fowler Company Submittal - MH4067FF11W 77720 WATER FLANGE GATE VALVE 6 PAGES F22003405RECEIVED 06/29/2022 striplett BUILDING DIVISION RECOMMEND SPECIFICATIONS (NRS STYLE 7000)(OS&Y STYLE 7068)(2”-20”) M&H AWWA C515 RESILIENT WEDGE GATE VALVES (2000) RECOMMENDED SPECIFICATIONS (2”-20”) 1. Valves shall conform to the latest revision of AWWA Standard C515 covering resilient seated gate valves for water supply service. 2. The valves shall have a ductile iron body, bonnet, and O-ring plate. The wedge shall be totally encapsulated with rubber. 3. The sealing rubber shall be permanently bonded to the wedge per ASTM D-429. 4. Valves shall be supplied with O-ring seals at all pressure retaining joints. No flat gaskets shall be allowed. 5. The valves shall be either non-rising stem or rising stem, opening by turning left or right, and provided with 2” square operating nut or a handwheel with the word “Open” and an arrow to indicate the direction to open. 6. Stems shall be cast copper alloy with integral collars in full compliance with AWWA. All stems shall operate with copper alloy stem nuts independent of wedge and of stem (in NRS valves). OS&Y (rising stems) shall be bronze 7. All stems shall have two O-rings located above the thrust collar and one O-ring below. Stem O-rings shall be replaceable with valve fully opened and subjected to full pressure. 8. The stems on 4”-20” shall have a low torque thrust bearing located above and below the stem collar to reduce friction during operation. 9. Waterway shall be smooth, unobstructed and free of all pockets, cavities and depressions in the seat area. Valves 4” and larger shall accept a full size tapping cutter. 10. The body, bonnet and O-ring plate shall be fusion-bonded epoxy coated, both interior and exterior on body and bonnet. Epoxy shall be applied in accordance with AWWA C550 and be NSF 61 Certified. 11. Each valve shall have maker’s name, pressure rating, and year in which it was manufactured cast in the body. Country of origin to be clearly cast into body & cover castings. 12. Prior to shipment from the factory, each valve shall be tested by hydrostatic pressure equal to the requirements of AWWA C509 (and UL/FM where applicable). 13. Valves shall have all component parts cast and assembled in the USA and shall be manufactured by the M&H Valve Company. September 1, 2012 / C515 Gate Valves NOTE: It is recommended that valves be installed with stems vertical when used in raw sewage or sludge applications or in water with excessive sediment. HD Fowler Company Submittal - MH4067FF11W 77720 F22003405RECEIVED 06/29/2022 striplett BUILDING DIVISION MATERIAL SPECIFICATIONS (1 of 2) M&H AWWA C515 RESILIENT WEDGE GATE VALVES (2000) CAST IRON SPECIFICATION ASTM A126 CLASS B Physical Properties Minimum tensile strength 31,000 psi Minimum transverse strength 3,300 lbs. Minimum deflection (12” Centers) .12 in Chemical Analysis (percent) Phosphorus (maximum) .75 Sulfur (maximum) .15 DUCTILE IRON SPECIFICATION ASTM A536 Physical Properties Minimum tensile strength 65,000 psi Minimum yield strength 45,000 psi SBR-STYRENE BUTADINE RUBBER – ASTM D-5000 “O-Rings” & “Wedge / Seat Rubber” Hardness 78r 5 100% Modulus (PSI) 800 ALTERNATE---EPDM “O-Rings” & “Wedge / Seat Rubber” Hardness 80r 2 100% Modulus (PSI) 600 Tensile (PSI) 1,450 Elongation (%) 150 Compression set, ASTM D395 Method B 18% max. September 1, 2012 / C515 Gate Valves HD Fowler Company Submittal - MH4067FF11W 77720 F22003405RECEIVED 06/29/2022 striplett BUILDING DIVISION MATERIAL SPECIFICATIONS (2 of 2) M&H AWWA C515 RESILIENT WEDGE GATE VALVES (2000) STANDARD CAST BRONZE—ASTM B584 CDA836 (Stem Nut) Physical Properties Minimum tensile strength 30,000psi Minimum yield strength 14,000psi Minimum elongation (in 2 inches) 20% Chemical Analysis *Copper 84.0 – 86.0 Lead 4.0 – 6.0 Tin 4.0 – 6.0 Nickel (maximum) 1.0 Zinc 4.0 – 6.0 * = CU + NI = 79% Min CAST BRONZE – ASTM B584 CDA867 (Stem) Physical Properties Minimum tensile strength 80,000 psi Minimum yield strength 32,000 psi Minimum elongation (in 2 inches) 15% Chemical Analysis Copper 55.0 – 60.0 Lead (maximum) .50 – 1.5 Aluminum 1.0 – 3.0 Iron 1.0 – 3.0 Nickel (maximum) 1.0 Zinc 30.0 – 38.0 Manganese 1.0 – 3.5 Tin (maximum) .2 ALTENATE CAST BRONZE – NDZ-S ASTM B763 UNS C99500 (Stem ) Physical Properties Minimum tensile strength 70,000 psi Minimum yield strength 40,000 psi Minimum elongation (in 2 inches) 12% Chemical Analysis Copper 82.8 Lead (maximum) .25 Aluminum (maximum) 2.0 Iron (maximum) 5.5 Nickel (maximum) 5.5 Zinc (maximum) 2.0 Silicon (maximum) 2.0 September 1, 2012 / C515 Gate Valves HD Fowler Company Submittal - MH4067FF11W 77720 F22003405RECEIVED 06/29/2022 striplett BUILDING DIVISION DESCRIPTION MATERIAL ASTM SPECITEM R1 HOLD DOWN HEX BOLT 304 STAINLESS STEEL ——— R2 HOLD DOWN BOLT WASHER 304 STAINLESS STEEL ——— R3 OPERATING NUT OR HAND WHEEL CAST IRON ASTM A126 CLASS B R4 BOLTS/NUTS (STUFFING BOX)304 STAINLESS STEEL ——— R5 STUFFING BOX/SEAL PLATE DUCTILE IRON ASTM A536 70—50—O5 O—RlNG (STEM)QW=3 NBR ——— O—RING (STUFFING BOX)NBR ——— R6 R7 R8 R9 THRUST WASHER DELRIN ——— STEM (AWWA GRADE C)BRONZE ASTM B584 CDA 867 R1O HEX HEAD BOLTS &NUTS 304 STAINLESS STEEL ——— COVER/BONNET DUCTILE IRON ASTM A536 70—50—O5R11 R12 STEM NUT (AWWA GRADE A)BRONZE ASTM A584 CDA 844 R13 WEDGE/DISC/GATE CAST IRON &SBR COATED ASTM A126 CLASS B R14 O—R|NG (COVER)NBR ——— R15 BODY —ALL TYPES DUCTILE IRON ASTM A536 70—50—O5 R16 POST PLATE CAST IRON ASTM A126 CLASS B R17 PIPE PLUG (OPTIONAL)GALVANIZED - |G)G) I: I i “§i_j]!I§_ _-.7 '-I>,///4!=¢/1%;2-40 f54;4;44;;;I-I li- _|II _ ////////////////////////¢ I1 ,_,,~.,,,,~III ,___,,,, —< -%,,@@, \\.y‘‘I IJ I‘-1.‘--- \\\\\\\\\\\\\\ \ Ill Ij I —_1 §§EnQ‘: — _*§___E_L_L\E_L__\§_L ///“_>§>§> § \§i §>7§>L I 0 s“‘“"”///§”//Q)’\~\\“/0”////”’///// gg (5) 4”12” MACH VALVE COMPANY RESILIENT SEAT GATE VALVEANN'ST°N»"‘”"BAMA Dwg,NO,C515—NRS—STYLE 7000ADIVISIONOFMCWANEINC.7000 VALVE ASSEMBLY /MATERIAL LIST THIS DRAWING AND ALL INFORMATION IS OUR PROPERTY AND SHALL NOT BE USED COPIED.OR REPRODUCED WITHOUT WRITTEN CONSENT.DESIGN AND INVENTION RIGHTS RESERVED. EPDM HD Fowler Company Submittal - MH4067FF11W 77720 F22003405RECEIVED 06/29/2022 striplett BUILDING DIVISION “Sm 7581 WITH 2”SQUARE NUT@@AwwA$mdO,d C515 7561—HW v1/1111 HANDWHEEL-H POST PLATE 3”-12)®888“APPROVED 7561 P W|T ( OPTIONAL ____2,,SQ <0 I 8I,”: ‘Ei—Q!i— _HANDWHEEL A II E Q OPTIONAL POST PLATE (3n_12n) ’[III][CI]‘ [CI]‘IEJJ Q?v§4 $Q H \\\\\ WQQQQQQ |<iAi>, __I size of bolts C V ®$ A’! FLANGED END IN ACCORDANCE WITH 125 LB.STD.DRILLING PER ASME/ANSI B16.1 VALVESIZE A B C D E F G H WEIGHT 2"NUT **2 7 31/2 6 5/8 1o 7/8 4 5/8 4 2 26 **2 1/2 7 1/2 3 3/4 7 11/16 113/8 4 5/8 71/4 2 1/2 34 **3 8 4 7 1/2 3/4 12 3/8 4 5/8 3 38 4 9 41/2 9 15/15 14 3/4 8 5/8 4 1/4 75 6 101/2 51/4 11 1 19 8 3/4 5 1/4 120 8 11 1/2 5 3/4 131/2 11/8 221/2 8 3/4 8 1/4 185 10 13 61/2 18 1 3/18 26 1/2 12 7/8 10 1/4 331 12 14 7 19 1 1/4 30 12 7/8 12 1/4 523 *PALLET QUANTITIES HANDWHEEL.38(2 &2 1/2),30(3)(*TURNS TO OPEN:7 3/4(2"),8(2 1/2"),1o(3"),13 1/2(4"),19 1/2(e"),..7 3 4(12") NOTE'3"AND BELOW MANUFACTURED TO C509 SPEC,BUT MADE OF DUCTILE IRON ""10#(8"),16#(10"&12")*HANDWHEEL——ADD 1#(2"-2 1/2"),8.5#(3"-4 ),7#(e ),*lND|CATOR POST PLATE ADD 1s#(3"-12")ONLY*PALLET QUANTITIES 2"NUT:48(2 1/2"),3o(3"),4o(4"),21(6"),8(8)",e(1o"),4(12")-""40 4"),21(e"),8(8"),8(1o"),4(12") 25 1/2(8),31 1/2(10)3 / **2"and 2 1/2"not included in AWWA C515 3”to C509 spec but ductile iron 4"12" MW VALVE COMPANY RESILIENT SEAT GATE VALVE ANN|STON,ALABAMA _ A DIVISION OF MCWANE |1\1c.DWG'7Ng'61 ESQSGEEJTYEEDZ56‘ THIS DRAWING AND ALL INFORMATION IS OUR PROPERTY AND SHALL NOT BE USED COPIED.OR REPRODUCED WITHOUT WRITTEN CONSENT.DESIGN AND INVENTION RIGHTS RESERVED. Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal - MH4067FF11W 77720 Powered by TCPDF (www.tcpdf.org)F22003405RECEIVED 06/29/2022 striplett BUILDING DIVISION BUTTERFLY VALVES RECOMMENDED SPECIFICATIONS 1. All butterfly valves shall be of the rubber-seated, tight-closing type. They shall meet or exceed AWWA standard C504, latest edition, Class 150. All valves shall be M&H 4500/1450 butterfly valves, or approved equal. 2. Both ends shall be ANSI A21.11 mechanical joint or per flanged ANSI B16.1 (or as otherwise noted on plans and specs). 3. Valve shafts shall be ASTM A276 Type 304 stainless steel. Each valve shaft shall be of a one-piece design for valves 12” and smaller and a two-piece design for valves 14” and larger. Valve shafts shall have a minimum diameter extending through the valve bearings and into the valve disc as specified in AWWA C504. All valve shafts must meet or exceed the minimum connection torque requirement set forth in AWWA C504. 4. For valve sizes 3” – 16”, valve body and vane shall be high- strength cast iron to ASTM A126, Class B or high-strength ductile iron to ASTM A536 with ASTM A276 Type 304 stainless steel body seats. 5. For valves 18” and larger, valve body and vane shall be of high-strength ductile iron to ASTM A536, Grade 70-50-05 with ASTM A276 Type 304 stainless steel body seat. 6. Rubber valve seats shall be a full-circle 360 degree, seat not penetrated by the valve shaft. Valve seat shall be EPDM for cold or high water temperature applications. 7. The valve seat will be attached to the valve vane by 18-8 Type 304 stainless steel self-locking fasteners. The valve seat must be easily field adjustable and replaceable without any special tools or lengthy curing time. 8. Valve shaft seals shall be of the O-ring type and utilize the same elastomer as specified for the valve seats and for the intended service. Valves using self-compensating split V-type packing will not be accepted. All valve shaft seals must be easily field replaceable. 9. Valve actuator shall be of the traveling nut type, sealed and lubricated for underground or in-plant service. Operator shall be capable of withstanding an overload input torque of 450 ft-lbs. at full-open or full-closed position without damage to the valve operator. Operators for valves 14” and larger must have a 304 stainless steel external stop limiting device and travel adjustment. The travel adjustments must be able to be operated without removing the valve from the line or removing the actuator cover. No internal travel adjustment devices will be acceptable. All valve actuators must be sized per AWWA C504. Certification of proof of design and torque requirements shall be submitted to the owner upon request. 10. Handcrank, Handwheel or Chainwheel – All manual operators for service other than underground shall have a position indicator and shall be totally enclosed and permanently lubricated. Actuators shall be designed to produce the required operating torque with a maximum rim pull of 80 lb. on handwheel or chainwheel and a maximum input of 150 ft. lb. on operating nuts. 11. Cylinder – Cylinder operator shall be of the base mounted configuration. Cylinder barrel shall be of molybdenum- disulfide lined glass fiber reinforced epoxy tubing, to provide a corrosion-free, self-lubricated high-strength barrel. Rod seal shall be of urethane, molybdenum-disulfide filled, to provide a self-lubricated, long life seal. 12. The valve interior and exterior surfaces shall be coated in accordance with the latest revisions of AWWA C504 and must be NSF 61 Certified. AWWA Class 150B Butterfly Valves M&H Style 4500: 3”– 24” 1450: 30”– 54” (Consult Factory for valves 60” – 120”) HD Fowler Company Submittal - MH450FF88 77720 WATER BUTTERFLY VALVE 5 PAGES F22003405RECEIVED 06/29/2022 striplett BUILDING DIVISION AWWA C504 BUTTERFLY VALVES 450 FT-LBS. OVERLOAD PROTECTION. Overloads developed by excessive input torque are absorbed instead of being transmitted to mechanism and valve. Lets you apply up to 450 ft-lbs. input torque at open and closed positions without damage to valve or operator. PERMANENTLY SEALED. Underground operator is permanently lubricated and sealed from ground water. REDUCES WATER HAMMER. Operator design is such that constant input speed results in variable output speed with slowing down of valve closure at ends of travel. This effect reduces water hammer, while maintaining rated output torque throughout entire travel. AWWA OPERATING NUT. The two-inch square operating nut on the underground operator is clearly marked with “open” and direction arrow. All other operators have position indicators, which clearly show “open-shut” positions. RUBBER TO STAINLESS SEATING provides bubble-tight, permanent closure. The unique vane-seat and body-seat construction of the M&H butterfly valve assures you of 100% bubble-tight sealing for the life of the valve. The 304 STAINLESS STEEL SEAT (1) is made integral with the valve body for a permanent, corrosion-resistant seating area. The RUBBER SEAT (2) is vulcanized to the stainless steel SEAT-RETAINING RING (3), which is firmly clamped to the vane by stainless steel SELF-LOCKING SCREW FASTENERS (4). This construction forms a positive lock between vane and rubber seat, which assures 360 degree leak-free seating. External Adjustments 14” and larger External Adjustments 14” and larger Traveling Nut Operator 3”– 42” Butterfly Valves Rubber to Stainless Seating Style 4500 3”– 24” Butterfly Valves HD Fowler Company Submittal - MH450FF88 77720 F22003405RECEIVED 06/29/2022 striplett BUILDING DIVISION HD Fowler Company Submittal - MH450FF88 77720 F22003405RECEIVED 06/29/2022 striplett BUILDING DIVISION HD Fowler Company Submittal - MH450FF88 77720 F22003405RECEIVED 06/29/2022 striplett BUILDING DIVISION Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal - MH450FF88 77720 Powered by TCPDF (www.tcpdf.org)F22003405RECEIVED 06/29/2022 striplett BUILDING DIVISION SUGGESTED SPECIFICATIONS (Page 1 of 2) M&H AWWA C502 FIRE HYDRANTS 0 Model 129$ 0 Traffic Model 6 250 PSI Working Pressure —500 PSI Hydrostatic Test -AWWA 0 UL /FM Approved GENERAL Fire hydrants shall comply in all respects with AWWA Standard C-502.la.test revision.Fire hydrants shall be ofthe compression type.with the main valve opening against the pressure and closing with the pressure. The main valve opening shall be 5 W’in diameter.Fire Hydrant shall be of a dry barrel.dry top design. The nozzle section shall consist of two (2)hose nozzles and one (1)pumper nozzle or other as specified. RATING Fire hydrants shall be rated at 250 psi water working pressure.tested at 500 pounds hydrostatic tbr structltral soundness in the following manner:500 pound hydrostatic test supplied from the inlet side.first with the rnain valve closed for the testing of the valve seat:second.with the main valve open For testing of the drain valves and the hydrant barrel.Testing to be complete in accordance with AWWA C-502 and ULFM requirements. END Hydrants shall be connected to the main by a 6“fusion bonded,epozy coated mechanical joint shoe.Mechanical joint shoes shall be fitted with strapping lugs. DESIGN The main valve seat oi‘the hydrant shall be made ofrubber and be supported by a one-piece bronze top pla.te -"drain valve tnechanism.Drain valves shall be faced with rubber. The bottom stem threads of the main valve rod shall be fitted with an epozy coated.cast iron bottom plate. sealing lower rod threads from the water. Changes in size or shape of the waterway {_hydrant nozzles}shall be accomplished by means of easy curves. Ezclusive of the main valve opening.the net area ofthe waterway of the barrel and the foot piece at the smallest part shall not be less than 120%ofthat ofthe net opening ofthe main valve. Hose and pumper nozzles shall be threaded and screwed into the nozzle section.And then mechanicaily locked to prevent turning. Hose and pumper caps shall be chained to the hydrant The hydrant shall be so designed that when it is in place.no czcavation will be required to remove the main valve and movable parts ofthe drain valve.Further.the hydrant shall be ofthe type that can be extended without ezeavating. Hydrants shall be so designed that.in the event ofaccident.or breaking of the hydrant above or near grade level;the main valve will remain closed. The main valve rod shall be made in two stainless steel parts and titted with a stainless steel breakable coupling at the ground line flange. The ground line connection between nozzle section and the barrel shall incorporate the use of traffic flange. This connection shall be so designed that the nozzle section can be rotated in any incretnent of360°.The ground line connection between the barrel and nozzle sections shall have a rubber o-ring gasket to provide a seal. The operating threads ofthe hydrant shall be so designed as to avoid the working of any iron or steel parts against either iron or steei.The operating stem and operating nut threads shall be square or acme type. January 2017 /M&H C502 /Model 129S HD Fowler Company Submittal - MH129S5M46L 77720 WATER HYDRANT 3 PAGES M & H 929 is required per detail 1. on sheet C6.50.F22003405RECEIVED 06/29/2022 striplett BUILDING DIVISION suooesrao SPECIFICATIONS (Page 2 of 21 or-ssron (cont.)Operating threads shall be lubricated at factory with food grade grease (unless specified to require oil as a lubricant).Access shall be provided t.o field lubricate the operating mechanism through the top of the op nut ifgrease is required (or through a brass oil reserve plug in the side of the bonnet if oil is required). The operating thread shall be scaled from water at all times when the valve is either in the opened or closed position.The operating rod shall be constructed of Stainless Steel and passes through the double "*0"ring seal in the one piece bonnet. The bonnet shall be weather proof and utilize a weather shield integral with the extemal wrench operating HUI. The operating nut shall be made of bronze with a self-lubricating design. Hydrants shall be ofthe dry barrel type and hydrant shoe shall have two positive self-acting non-c-onosive drain valves that shall drain the hydrant completely by opening when the main valve is closed.and close tightly in accordance with AWWA C-502 requirements when main valve is open. The main valve assembly shall be seated in the hydrant with a bronze-to-bronze interface to facilitate removal of the main valve.should maintenance be required.The nozzle section shall consist of two~2 U2"hose nozzles to the specified thread designation (NST or other.as specified}and one pumper nozzle 4 la”in diameter to the specified thread designation (NST or other.as specified).or other combination of nozzle outlets.including independent hose gate valves.as specified. Hydrant standpipe shall be ductile iron and single piece for all bury depths. All like parts of hydrants ofthe same size and model produced by the same marurfacturer shall be inter- changeable. Hydrant shall open by turning to the (left or right).Direction ofopening to be permanently marked on hydrant bonnet. Threads on hose and steamer nozzles shall be National Standard unless otherwise specified. Size and shape ofoperating nuts cap nuts shall conform to National Standard unless otherwise specified. Bury shall be (specify depth ofbury)measuring depth from grade line to bottom oftrench or connecting pipe. Auxiliary shut-off(isolation)gat.e valves.when required.shall be ofthe same manufacture as the hydrant. COATING The inside ofall hydrants shall be coated in accordance with AWWA standards except for bronze and threaded machined surfaces.Exterior on hydrant nozzle section shall be painted Fire Hydrant Red {or as specified}. Hydrant shoes shall have an interior and exterior thermosctting epoxy coating of 5 to ti mils meeting AWWA C-550. MARKINGS Hydrant shall be marked with the name of the manufacturer.size of valve opening.direction ofopening and the year ofmanufacture all in accordance with the AWWA C-502.Country oforigin to be cast on all major hydrant castings. SOURCE Hydrants shall be M&H lvlodel 129$ HD Fowler Company Submittal - MH129S5M46L 77720 F22003405RECEIVED 06/29/2022 striplett BUILDING DIVISION MQI-I §-lid"MUDEL I293 FIRE H"'|’DlilANT rrcrn so.orv.DESCRIPTION r\IAT'ERTAL T _n._'vl'EA'Tl|ET{STHELD f'AST IRON ASTMA-Ila,CL.-SSS B ‘I-n_|FLATHEADCAP SiTlil:'W l-'1-I 3F11 2"El-EI'lI.‘TR.'[TI IIHEIPLATED STEEL .._d _|_flP'ER.ATTl'~i(i NLIT BRASS .-‘TLL-l__l"‘r'LYHTRSU E_'tt3H.TtlI-'{'H4'-l=l'|'l'l -T-_|‘ii-'EA'TI-|Ii_RF'Rflfiti-'D-RING#33]El"D?'r-1 _.l|n_|Hi_lIT.D l'J(]'\\"NNUT H-RASS AI.l.'l'_}‘r''['l.i'.'T.iS!J CTi.'it':|'llIl tI_‘l~l4'l-Tl'lIl IF _-.SDCHTIT llF.ADSET SURE'\-'v'.Ht'_'lLD [ICE-T.-"~l NUT ill-S STAINLESS STEEL T"i'T’E E -J n_-THRLIST W.-"rH-T-[ER N‘r'L(JN DIS Hrl'll'~i"JE.TWIT]-I 'l'.TTl_FTLT PHRT ‘EAST Tfifiii AST|'vlA-I213.CTASS Fl _-IJIL ILL-SE."v'l[lR PLLTG I-'4"l'~lT"T BRASS E-J:I’-J RU '[_.l-_T~l.l f?_;_ll*l____________________l.__|l"-TA N '44 T-TTITEELE SEETTON "STAl\1D PTFED=TllN-IS .=r3'-‘tr P.__.-BLINA-M -1-._‘|._4.I?‘l:T-T_IlT'-J»-'l;'-'1'--'N(Ji'HLL CAP Sli."-RISE-‘S1-'1-Tilx1-l.~'-1"ELE1’_."T'i~‘.'T_J ZIl"~r['PLA'l'lED S'i'IiI_-L -'44 lir-H1l'll'~r""-il=.T .-‘NHL’-I F NUTS I-"3-I5 El.-FCTRD IIHCF'I.ATED STEF.i. I 2 I IUSE Z‘-JLI-ZZLIE l.'AT-'r'nsT llttth .-tsnvrA-lib.t't..-ass e .-'41 1 PILTMFER NULLLECAP (IAST TRUTH ASTMA-llb.'LL.-‘tSS l.-T -5"-‘TI.-}i_osE a_o'zzr.E car cwsxsr RLIBBER ASH-Tl'Il3lIl_IfiI_!l' .-—-1 _-PLIT-lPERNEL?'..'-I.LECAT‘T.'iASTi.E'T Rl_ll.tBET-2 AST"t-l LTZETCITT -I3 I’-J HTISE STFI-?'_I[.F.1-T-'1"Fl-RASS AI.[.'l_.lI"r''T_'liTT!iiSiJ E'S.TT:t'li'I-'("S-ll-T-l'lIII E _T’LlMl"ER NUZELE-i-l"I"BETASS ALLCl"r"CSTS50 CSSHJU-'(‘ti-14lIHIl 3]JJ'-_5'i'}ii'l'i.1-i'|Hl-..~‘tlJSET SL'Rh\lr'.l-IUSI-Q LTILI lLl:-I'l'E-Ill?-.34.1-‘-l 5'i'AlI'~|Ll:SS S'l'l*.l.-lL UR HREJT"h|'ti.". II _--SUCHET HEAT}SET SCHF.'I.lv'.PIJMPER L-J'T_.7TT.ET Till]-.iliilr-1 STAT‘-ll .ES5 STEE].UR HRH?‘-.'I".E H '\-J ‘I IDSE '2'-TEI-ZZ.LE E!-RING I123-1 El-LINA-N I-T |_|Pllh-TFER T‘-l[Il.'-I.-'."1T..E.G-RINGT-FESTT H-TJNA-N 24 _;STAINLESS STEEL.L§|‘PE.R REID 3-04STAT;"~Ti_ESSSTEEL E _4 l‘.‘r|S'l'.-5r[-LA'l'I'[']N TAG EIT1 \_n "'5'"T-ItITTH t'HAlN ASST-IMFl-[."r'I-II.E'['TR.{T Ill"-i['Pl.ATl-ID STEET. 2?"CIIAIN ELE'E'TTtD ZINCFL.-‘tTE[1 STEEL Is .3‘-l -—-.|-a rrozzte szc"|"ror~r _ST.A_T_l‘§-lLE.SS_STE._E]_.BFlE-_-‘rIii_C1[l-_T_.i_Pi.ING_ tns'|'ores .t».s"1'r.rA-l_2n._i._TLAS':ia 5-T-'?~.T7?~'.l;E55.5T.E.E.L.-"~5_Tl~T A li‘5l'll.'5|i'~'?\T3‘E--in Lil].r:-'L"Lli'\-"lSl-‘IN -1-ll]Ct]LIJ URA"Pr-‘NS'l'AlNL1_'5iS S-'l'l_‘iiL 3|T’-J Ri'3_T;°*_lfi'EE'_F_'.E!“__-._WT"-rlSTATNl_.F_SFi STEEL In ‘I .SAFET"r'FL.."tl"~iICiE.TITULTS .'i-‘S-I I x 4"ELECTRU ZINCl"‘LATED STEEL 33 I Srrl-'E'l":'FL.-5.htIiE nurs 5.-s-|r ELEC'i'FtU 3-1'.ll"~CI-‘LA'l'ED S'l'Et:L 34 fa!_*i.i‘-_E'§T?!'..E'..-i'sl‘i@E-......T.-T.'?t.5.T..'lS‘7i'.l§"-;f't.‘~it.T."'_l_*’t:.'.3iir.S.i;-5.§.5.-E _|STANDT‘TT‘['1 LlPPEll‘.FLANGE T'JL|l."TTLE IRON ASTM A-536.GRADETit-50-ti} EH3 _|:STANT'.|FTl'-‘E Sl.lT-T-ASST TIlTJ{'TTl.E IRUN FIFE ST‘_|-STAll"~li_.ESS S-TEE!.T I]WT-TR STEIN fl-TT4STATNTT-'.SSSTF.FI_. 3E ‘J1 STTUE HEX HULTS 5.~'S-lI x 3"T!-ti STAINLESS STEEL T"r'T’E E 3‘?_|_sTar~rn1=r|=r |.owr=.rr_Fl anon nt..Ir"r|t.r mow r-.-__'r_|'_M x_-s,tg._oaanr'."t'i-SI]-il5ei3:.STICIE |lE_.'lri NUTS Sill-I I ill--SSTAINLESS STEEL T"‘r'T'E E 4|-J -DRA]N "|."AL'\."E FACTNti RU!-T-HER S-1|!"-'.l-I SPT-IT.HT}.EDT] ill ‘DC .T_'iZ*.|.'_|‘.!t-i‘-.T.l...Tiif'rf.ET§i..P-ET.-it-.|.bi .Tfl.5_~"i.5_T.ti.E.l.- 43 _|.TLEH-'-‘ERSTEM PIN 3-"trxE-l."t'I"tit-3 STAINLESSSTEEL T"'r'PE E 44 |_q SEATl{IT's"T.i ALlJl’t-llINL|M-BRTJNIE ALLITPr’_-'tSTl'~.-I B-T-ill T."i.|'SST.lT.l- =15 |_n.SEATRINGl_-'T'T'ET\‘.D-RING NSF:-l BLINA-N 4'5 -J DRA]bi HULE LTLISHTNUS I.-lii-T.Ll'N£T_'.A.Sl'I'v1H435 4? All |_-.1 SEATlitll"r'Gl..-t'l"A’ER H-RING #155 R.|;T.-"til"-l|_'lit Rl'\li§_li_h-Ttll‘-IIS r'.'l-SS HT-|N.A-N Li-L|l'\lA-N |_-Rl;"T'A[."~lER .l~‘.1I'~l-Li BEL-it':i-S ALL'TJ"r''T.'lSTS_‘i|IIl L'T!l3I!‘:T.lTlI.-'-l'_"li-T-1-T.|'lIlti‘? Slit _-.'LlT'PER it-‘AL"v'E PLATE aEliTtTTiF11]airttav.=5r;.rrtrav;tarttt-irtrasse SI |_n “o-rnnc.rowra zoo star El-LINA-N 51 _-TvTAl=’~£"r-'A[.‘r.-'l-'.SEAT H-LTNA-N st _-._Lt'_}'t-'r'ER‘T.-'AL‘vE F'L.-"tTELT_‘ltQ'l=-'.lN'El 'lA'ASlTE-R rs.'risT.»nr~rr.|zssS‘l'EE.L rvrs |=. S4 SF _||_- LLW|'El~‘.‘tr-‘AL‘T-‘EPL-’L'I'E Sl-lOl=.-M-L -L'AST IHUN A':i'TMA-llfi.ICLASSH [Tl.l'[TI[_.F.TEETH ASTM A-S36-.GRADE'.I't'l-f'l'J-ilI5 MEETS OR EXCEEDS AWWA C502 250 PSI WORKING PRESSURE AWWA 200 PSI WORKING PRESSURE UL/FM 500 PSI HYDROSTATIC TEST PRESSURE __- |\|s|=@g l4—T “ l6—l . it 20-2j 2-2 T ® @ 45 0 Q0 Q as...P 2-1-‘9 1T‘ L‘L""""-..~ T-..a=r~..4 ‘S?i!lL,"'—>."l--1-“-;Q'_i"'J£ "i¥S'@ Q r.1 ‘II-* ‘r ''5 $11??? d 1| @ 35 eeeeg O ..r.' ill _v -r .zl_/L- :F;.Q:I ii ‘Kill Qt nfih r4.-.._.‘.3.___ ‘T ~t._./1-‘S?-1“!!--------cl‘-.I---*"'111''=B':0'- Q S)S)®®®@@@ *3) 32' ®@@®®®® 9 THIS IJ-W5.AND ML IHIGIMATTDH ISGUI FICtIP!l'l"|'ANDSI-lAlLHUTB!IJSIEI-.CDHED.GIIEPIHJDTICEIIIWIHIDUT '|'r'I.Tl'l'B~lCONSENT.DESTGHlrHDIIWETTITTD-HIIGIIISRES-HVED. »ww=~@r~r=w»~v~<-SSTE‘°3iO‘5/20'?&COUPLING.OIL FILL BONNET ursisriiii iiiiifiaame "O"l:l‘l-l -T Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal - MH129S5M46L 77720 Powered by TCPDF (www.tcpdf.org)F22003405RECEIVED 06/29/2022 striplett BUILDING DIVISION Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal - MHSCN5SEA 72810 Powered by TCPDF (www.tcpdf.org) WATER STORZ ADAPTER 2 PAGES CONFIRM THAT THIS COMPLIES WITH DETAIL 1 ON SHEET C6.50 F22003405RECEIVED 06/29/2022 striplett BUILDING DIVISION _]_>_fl_~_ZO___oZm____OIN_"UOOOZZmO____OZm _|_wO_m_mO|®Oz_Um_|_\Om_U ___ m mm|_ _________I_P”’¢ _Q:_/__Um_[_\__i__ ma_/__Um_|__Hm3m_m___m§<m__§m_m~_R/_N_A_|_:_x#I\onQ___©___>___mmmmWWW%wonm__UO$_%mam_§N5:5w8__N|___'O_A_IWm___mam8_N0%E__H_Jom_U_m_%&R"__0%Oogmgma6Emmagm%__v_%& ff’_’ Q_UlFFh____/ mmuQV11 gag?=_;_m_zmW02mam__E__um_g__%Z_u%\Omb___Mg“E___<°_‘_£__6Bfimmmcwm ___m______68______O_Ugo_/_o_H88<<_2%2mi_U>3%mgmagwon_m_g§GXma_/__Um_l__H_w____5_®25_U:_gulmglga%_OO_6__C©m_n_m__U$__r_<____‘_m_HO__N0%gammOm_U__w_n_m_<m_J©_Jm______3_83irU__m_EHo$5:_wQWHUHI:__W__'_‘5mS_\_IvaaaQQN V% mgfiH_g:H _]_>_fl_~_ZO___oZm____OIN_"UOOOZZmO____OZm _|_wO_m_mO|®Oz_Um_|_\Om_U ___ m mm|_ _________I_P”’¢ _Q:_/__Um_[_\__i__ ma_/__Um_|__Hm3m_m___m§<m__§m_m~_R/_N_A_|_:_x#I\onQ___©___>___mmmmWWW%wonm__UO$_%mam_§N5:5w8__N|___'O_A_IWm___mam8_N0%E__H_Jom_U_m_%&R"__0%Oogmgma6Emmagm%__v_%& ff’_’ Q_UlFFh____/ mmuQV11 gag?=_;_m_zmW02mam__E__um_g__%Z_u%\Omb___Mg“E___<°_‘_£__6Bfimmmcwm ___m______68______O_Ugo_/_o_H88<<_2%2mi_U>3%mgmagwon_m_g§GXma_/__Um_l__H_w____5_®25_U:_gulmglga%_OO_6__C©m_n_m__U$__r_<____‘_m_HO__N0%gammOm_U__w_n_m_<m_J©_Jm______3_83irU__m_EHo$5:_wQWHUHI:__W__'_‘5mS_\_IvaaaQQN V% mgfiH_g:H Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal - MHSCN530S6 72810 Powered by TCPDF (www.tcpdf.org)F22003405RECEIVED 06/29/2022 striplett BUILDING DIVISION KENNEDY VALVE KS RW RESILIENT WEDGE VALVES KENNEDY VALVE KENNEDY VALVE AWWA C515 Resilient Wedge Gate Valves Meet or Exceed the Requirements of AWWA Standard C515 UL-262IFM-112011130 ULC-Underwriters’of Canada S.e Han E Water Working Seat Hydrostatic Shell '3 g Pressure psi Test psi Test psi 250 Water Works 250 St 400 500 ULFM ..2 H2.._12..20-ill Fire Protection 250 St 400 500 "|'lT.|Tl /rT";~:._~ \\ .g..&Mu ush-on for PVC [SDFH g.End {OS 8t Y) iv".J.for Tapping Push-on for D.l.Ft C900 PVC lv'..J.Cutting-in Push-on D.l.X Flg. Threaded (NR8) Threaded (US&Y} FLG E.GFW C'.>S&‘r' GHV Bl GFW O53-Di’ FLG 8t GHV NBS GFW Bl GHV NHE5 Accessories Indicator Posts Handwheels T“Handles Extension Stems Stern Guides 2"Sq.Operating Nuts Chain Wheels Floorstands (non-rising stem NOTE:2"OSBJY Flanged and Threaded versions are UL Listed Figure No. Available End Connections &Size Range F g.End {HHS}2"-12"N‘.1 "-2"12"(except 2 112") s"-12" 2"-s" 2"-12"4"-12"4"-12" 4"-12" 4"-12" 2"-3" 2'"-s"2 1x2"-1o" 2 1:2"-1o" 2 1x2"-1o" 2 1x2"-1o" or bevel gearing (horizontal) Available in either non-rising stem or outside screw St voice. Figure No. with (STD) T56185- ?5?1SS ?5?ESS ?597SS TUBBA 71515055 ?QCl1SS T5?6SS ?9D2SS ?lEl5?SS 706? YDQZABF TUQBABF T591-ZABF 7593ABF Post Plate ??o1ss ls"-12")?o?1ss ls"-12")??o2ss ls"-12")tsstess (3"-s") nus ?95DF'SS ?'9D1PSS (Consult K.‘v'.) ?9D2PSS ?057’PSS (3"only) TSQEPABF TEBSPABF NOTE:All FlSGV‘s 18“and larger will be furnished with either spur gearing (vertical)or "~i's:s2.f’biz-=5 Z 12 ‘35l'3‘4i19 Kennedy Valvel‘KS-RW 515 5 1 erlliledtNOTE:2"to 3"sizes full wall ductile iron (per AWWA C509 dimensions)I NSF Al\l5l £1 a I M."_~,FlAlvSi ti’.-5 HD Fowler Company Submittal - FPKPIVM2L 75810 WATER PI VALVE 5 PAGES F22003405RECEIVED 06/29/2022 striplett BUILDING DIVISION HD Fowler Company Submittal - FPKPIVM2L 75810 CONFIRM THAT KENNEDY IS AN ALLOWED MANUFACTURER F22003405RECEIVED 06/29/2022 striplett BUILDING DIVISION HD Fowler Company Submittal - FPKPIVM2L 75810 F22003405RECEIVED 06/29/2022 striplett BUILDING DIVISION HD Fowler Company Submittal - FPKPIVM2L 75810 F22003405RECEIVED 06/29/2022 striplett BUILDING DIVISION Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal - FPKPIVM2L 75810 Powered by TCPDF (www.tcpdf.org)F22003405RECEIVED 06/29/2022 striplett BUILDING DIVISION Kennedy Valve/Indicator Posts 17-1 INDICATOR POST STYLE 2945 A TELESCOPING BARREL ASSEMBLY UL AND FM APPROVED +%..%$9 6!,6% !VAILABLE IN 3IZES "