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HomeMy WebLinkAbout1400 W 1st St 09-750 Underground fire supplyCITY OF SANFORD PERMIT APPLICATION / S� Submittal Date: La !1 5/ Application # Job Address: �� Il.o lY I Value of Work: Parcel [D' Zoning: Fl istoricDistrict* C�p 4 � Square of Work: ig"41 -W ,efJ6i � G / ..................... • • . .. : • •t . •Permit Type: Building ❑ Electrical ❑ Mechanical ❑ Plumbing ❑ Fire Sprinkler /Alarm Pool ❑ Sign ❑ Electrical: New Service - # of AMPS Addition /.alteration ❑ Change of Service ❑ Temporary Pole ❑ Mechanical: Residential ❑ Non - Residential ❑ Replacement ❑ New ❑ (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines Plumbing /New Residential: # of Water Closets Occupancy Type: Residential ❑ Commercial ❑ Industrial ❑ # of Gas Lines Plumbing Repair -Residential ❑ Commercial ❑ Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: _ .......... ......... gg.................../.............................................. Property Owner: L� k;rJGv. / l�Z i Contractor: lsu Address: Address: 3c�� -` Phone: E-mail: Phone: i63 Z Bonding Company: Address: Architect/Engineer: Address: Plan Review Contact Person: Mortgage Lender: Address: Phone: Fax: (FEMA form required) ..... ...........................(... 614 2 A -2? 3 State License Number: �� ✓ 5 3�DDOiLi)� Phone: Fax: E -mail: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR FIRSTOINSPECTION. O F OYOUPINTEND TO OBTOAIN FINANCING, CONSULT WITH POSTED YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this o.unty, and there may be additional permits required from other govemmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the Signature of Owner /Agent Date Print Owner /Agent's Name Signature of Notary-State of Florida Date Owner /Agent is _ Personally Known to Me or Produced ID APPROVALS: ZONING: Special Conditions: Rev 07.07 UTIL: FD: -rtv of the equire nts of Florida Lien Law, FS 713. jure of Contractor /Agent Date Print ,�s�o 9 6ignature o otary -State of Florida - Date .011(4 Notary Public State of Florida rs 1h Darlene C Van Ness My Commission DD567632 o,' OW Expires 6125/2010 V Contractor /Agent is Persona wn _ Produced ID ENG: BLDG: ��� CITY OF SANFORD PERMIT APPLICATION Application N: 09-1 S O Submittal Date: Job Address: i400 L } 1.rSA � Value of Work: /� 'J Parcel [D: Description of Work: rc �t �� nr�ar�cOkr�i t�l 5 uare Footage: ........................ ..................... .............................t� ..................................... ....... Permit Type: Building ❑ Electrical ❑ Mechanical ❑ Plumbing ❑ Fire Sprinkler /Alarm )m Pool ❑ Sign ❑ Electrical: New Service – # of AMPS Addition /Alteration ❑ Change of Service ❑ Temporary Pole ❑ Mechanical: Residential ❑ Non - Residential ❑ Replacement ❑ New ❑ (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines Plumbing /New Residential: # of Water Closets Occupancy Type: Residential ❑ Commercial ❑ Industrial ❑ # of Gas Lines Plumbing Repair –Residential ❑ Commercial ❑ Occupancy Use Group(s): Construction Type: ti of Stories: # of Dwelling Units: Flood Zone: (FEMA form required ) ............................................ ............................... .............. ............................... " Contractor: �t� (-6k Property Owner: \c, ZG. Address: Address: Phone: E -mail: Phone. 'f U �(�State License Number: CI 3�1S7U oo U1ZOt17i Bonding Company: Address: Architect/Engineer. Address: Plan Review Contact Person: Mortgage Lender: Address: Phone: Fax: Phone: Fax: E -mail: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT - NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other govemmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the prop rty of the re rements Flori �.,icn_Law, FS 713. / J `D /U9 Signature of Owner /Agent Date ig ture of Contractor /Agent Date �T • �5_ (L.L r , ", Print Owner /Agent's Name Print Contractor /Agent's Name Signature of Notary-State of Florida Owner /Agent is _ Personally Known to Me or Produced ID APPROVALS: ZONING: Special Conditions: Rev 07.07 Date Signature of Notary-State of Florida Date Contractor/Agent is _ Personally Known to Me or Produced ID UTIL: FD: �rJ ENG: v BLDG: —jrl%9-01-05 14:58 E&T TOTAL SITE INC 407 - 290 - 6770» A P a Yn OU -stilliva '.n Fire Protection, 10 134 Plot Way* SgAft' k FL 3-211A 407- TU-401��3M- L excington -Plaza. Voyrqmy� S.&Ttotal Simi lm Dear Troy, SURIvan Vim PwimzOp4 is pleased to quote -you a prier- of',Sk.00QW00 for the 11) t4c qound fire- main to to Lexjagtod ft Pr*a to s:sect - $ivope or .Work-g to I f ne wet. tap by -others i aad jnsfajl DR -14 tmJer&ro=d a. back fiwV'-..PreVe-n10r andjjre, :department toxwection, The undaTground Will -C axed terminate at V* 0":abqve fin ished . floar, The FoIlGwing arc speciflra y -excluded from this: propesaftf al ,g or p : -�,p rp.Ll , to. n- fo.r Painting. 2. Alwmor'tleexri:� WOTk- -4. Ins"on, 5. Aq undeWoUnd- athAr tract above, men6oned.. 61.. Wet T464 9. R-wwvalor Teplacemenvora4y &nibbeq: or greenery.. 1. 1, - 6ad- okl sages; bw.i ad s or S-igt 40" 12 , Repay or rep lAce asphalt -or -c onprode, If you have any questions—please :Feel free to -WL Howwd Wivan. IM * Trust Co=nun�e dm & QWiTY * Received Time Jan. 5. 1:59PM 14-.4,2- Pag,01, CITY OF SANFORD FIRE DEPARTMENT FEES-FOR-SERVICES PHONE # 407 - 302 -1091 * FAX #: 407 - 330 -5677 DATE: jI S7-/09 BUSINESS NAME / PROJECT: ADDRESS: /qaJ LJ - 1 / PHONE NO.: -�G�— „3y z— 9(G3,L FAX NO.: PERMIT #: CONST. INSP. [ ] C / 0 INSP.:[ ] REINSPECTION [ ] PLANS REVIEW F. A. [ ] F. S. [ ] HOOD [ ] PAINT BOOTH [ ] BURN PERMfT [ ] TENT PERMIT ] TANK PERMIT [ ] OTHER [ ] TOTAL FEES: $ 7S �a -r S = I W3L ' (PER UNIT SEE/BELOW) COMMENTS: Address / Bldg. # / Unit # 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. Square Fo6tape Fees per Bldg. / Unit Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, Fl. 32771 Phone # -407- 330 -5656. Proof of Payment must be made to Fire Prevention division before any further services can take place. I certify that the above is true and correct and that I will comply with all applicable codes and ordinances of the City of Sanford, Florida. San 10r ire Pre Ition Division Applicant's Signature Sullivan Fire Protection,, LLC* 1345 Pine Way Sanford, Florida 32773 407 - 302 -9632 407- 302 -9355 Fax * DESIGN BUILD FIRE SPRINKLER CONTRACTOR 1 • for * Trust, Communication & Quality * ivj►i■ on -i rri Ductile irc Pine 0 AMERICAN Ductile Iron pipe provides... High limpact Resistance AMERICAN Ductile Iron pipe has the high impact strength and toughness to withstand shocks usually encountered in transportation, handling and installation. These characteristics also provide added security against stresses induced by water hammer, highway traffic and unexpected adverse forces. Excellent impact resistance is confirmed by tests made at regular intervals in accordance with ANSI /AWWA C151/A21.51 Standard. Superior Strength AMERICAN utilizes the ideal combina- tion of chemical analysis and heat treatment to produce a pipe with the most desirable combination of high strength and excellent ductillb/ ... a pipe that will withstand high internal pressure and deep cover ... a pipe providing added reliability and additional fac- tors of safety for normal and for unusual conditions such as expansive soils and earth movement due to freezing and thawing. Conservation of Energy and ILower Pumping Costs Head losses in piping are directly related to inside diameters, and energy consumption and accompanying pumping costs are directly related to head losses. Therefore, the use of ductile iron piping having inside diameters greater than nom- inal can result in significant energy savings over the years. In addition to helping to keep operating costs and utility rates reasonable, this conservation of energy is also helpful to the environment. Assured, Proven Long Life Historical records document the proven service for centuries of gray cast iron pipe, Extensive laboratory and field tests conducted by many authorities under various installation conditions prove the soil corrosion resistance of ductile iron is at least as good as, if not better than, that of gray cast iron. The outstanding resistance of ductile iron pipe to soil corro- sion has been verified by more than four decades of service. e< After receiving the full force _ of a 4,500 pound weight dropped from a height of 30 feet, this 30" AMERICAN Ductile !ran pipe was severely deformed but did not fail. Design of AMERICAN Ductile Iron Pipe The pnncipal standards covering ductile iron pipe are ANSI/AWWA C1 50/A21.50 and ANSI /AWWA C151/A21.51. These and other standards are referenced throughout this Secticn either by the full ANSI /AWWA designation or by only the AW WA numbering, such as AMA C150. AMERICAN Ductile Iron pipe is designed for combinations of internal pressure, water hammer, earth load and truck load. Thicknesses are determined in accordance with ANSI /AWWA C150/ A21,50, employing design methods applicable to flexible pipe. Utilizing the principal mechanical properties of high 3 -2 tensile strength, ductility and impact resis- tance, the design of ductile iron pipe is conservative in all respects and embodies high factors of safety. For qualification of pipe these properties are confirmed during production by frequent tensile and impact tests of specimens from the wall of pipe. Physical Properties The ductile iron in AMERICAN pipe Is grade E30- 42.10, an annealed grade with the following specified minimum proper- ties: tensile strength, 60,000 psi; yield strength, 42,000 psi; elongation, 10 per- cent. A typical stress - strain curve obtained on a tensile specimen from the wall of ductile iron pipe shows that the pipe metal is an elastic material; that is, its stress - strain relation is linear over a sub- stantial portion of the ultimate strength range. 'rhe average modulus of elasticity is 24,000,000 psi, the value used in the design equations, Beyond the yield point the metal continues to exhibit substantial ductility before ultimate failure. The high tensile strength of ductile iron allows the use of diameter-to- thick- ness ratios in which the deflection of the pipe, under trench loads, is of sufficient magnitude that the principles of flexible pipe design are applicable. Design Steps 1. Pipe is designed for internal pres- sure including working pressure and surge pressure as follows: Working pressure is the specified design working pressure. Surge pressure is 100 psi unless a different surge pressure is specified by the buyer or his engineer. The design internal pressure in psi is the safety factor 2.0 multiplied by the sum of the working pressure and the surge pressure (100 psi). The metal design strength is the minimum yield strength in tension of 42,000 2si . Pipe is designed for external loads including both earth load and truck load as follows: Earth load is based on the prism load concept and normally conserva- tive weight of backfill soil of 120 Ib /cu.ft. Truck load is based on an AASH- TO H -20 truck with 16,000 -lb wheel load and 1.5 impact factor considered at all depths for all sizes of pipe. The ring bending stress used in design is 48,000 psi. The maximum pipe deflection used in the design of cement -lined pipe is 3 %. The design values for the five types of standard laying conditions in AWWA C150 and C151 (see Fig. 3- 2, page 3 -12) are as follows: Type 1: E'= 150 Bedding Angle = 30° Type 2: E'= 300 Bedding Angle = 45° Type 3: E'= 400 Bedding Angle = 60° Type 4: E'= 500 Bedding Angle = 900 Type 5: E'= 700 Bedding Angle = 150° 3. The larger net thickness is selected from the internal pressure design thick- ness and the bending stress design thick- ness. To this thickness is added a service allowance of 0.08 ". The minimum thick- ness for deflection is then calculated and compared to that thickness. The larger of the two is selected. A casting tolerance is then added, giving the total design thick- ness of the pipe. Casting tolerances are listed in Table No. 3.1. 4. The pressure class thickness is determined by the selection of a standard pressure class thickness from Table No. 3- 8. If the calculated thickness is between two standard pressure class thicknesses, the larger of the two is selected. Later in this Section, tables show thicknesses of ductile pipe for a number of different pressures and depths of cover, For conditions not covered in tables, all formulas and data for designing ductile iron pipe are given in AWWA C150. 3 -3 Manufacture of AMERICAN Ductile Iron Pipe AMERICAN Ductile Iron pipe is cast centrifugally in nominal 20 -foot laying lengths by the deLavaud process. After the careful proportioning of select high- quality raw materials, the melting of iron for the manufacture of AMERICAN Ductile Iron pipe takes place in one of the world's largest iron melting facilities under continually controlled condi- tions. AMERICAN also owns and operates one of the most impressive and modern scrap recycling facilities in the world. This facility ensures a dependable supply of high - quality shredded ferrous scrap for the production of high - quality piping products, conserving valuable natural resources in the process. This means, unlike many other types of pipe materials, AMERICAN Ductile Iron pipe is manufac- tured using predominantly recycled iron and steel, not virgin materials. The melting process utilizes a control computer in the operation of the highly sophisticated electronic and mechanical components of the system. Rigid clean air requirements are satisfied through modern emission control equipment. Molten iron flows from a Contiarc furnace and /or cupola, and in the melting facility is collected in 60 -ton capacity ladles where it is desulfurized. From here the iron is transferred into a 1300 -ton holder which provides a reservoir of iron of uniform chemistry. The molten iron is then transferred from the holder to core - less electric induction furnaces where chemistry and temperature are adjusted to the precise requirements of each produc- tion unit. The iron is then ready for treat- ment with magnesium, the most impor- tant step in the production of ductile iron, requiring close control of both the mechanics of the operation and the final chemistry of the iron. After treatment, each ladle is checked for exact content of magnesium and other elements, and the metal is sent to the production area for pouring. The molten iron is introduced into a horizontal rotating mold with the quantity of the metal poured controlling the pipe thickness. The centrifugal force generated by rotation holds the metal against the mold wall and forces lighter, non- rnetallic impurities to the inside of the pipe! to be removed in the cleaning process. After the iron has solidified, the casting machine is stopped and the pipe is stripped from the mold. All AMERICAN Ductile Iron pipe is annealed in modern heat treating ovens View of modern plant where the large - diameter sizes of pipe are centrifugally cast in nominal 20 -foot lengths by the deLavaud process. 3.4 with precisely controlled time and temper- ature circles to produce optimum physical properties, The pipe is then moved to pro - cessing stations where it is cleaned, machined, hydrostatically tested, lined and coated, and given final inspection. AMERICAN Ductile Iron pipe in sizes 4" through 64" is manufactured in accor- dance with and meets or exceeds all applicable requirements of AWWA C151 Standard for "Ductile Iron Pipe, Centrifugally Cast, for Water or Other Liquid!;," The quality of AMERICAN's product✓ and conformance to appropriate specifications is assured by the British Standards Institute's certification that AMERICAN's quality system complies with the ISO 9001 Quality Management System Standard, GENERAL REQUIREMENTS AMERICAN Ductile Iron pipe, with Fastite or mechanical joints, complies with AWWA C151 and the joints meet require- ments of AWWA C111, The outside diameters of 4 " -48" are the same as for gray iron pipe that was formerly manufac- tured per AWWA C106 or C108, making ductile iron pipe completely interchange- able with gray iron pipe made to those standards with respect to joining diame- ters, accessories and fittings. The installation of ductile iron pipe is covered in AWWA C600, including general instructions for the assembly of push -on and mechanical joint pipe. See Section 2 of this Pipe Manual for detailed assembly instructions for Fastite and Mechanical Joint pipe. The nominal laying length of the pipe is as shown in tables in this Section. A maximum of 20 percent of the total num- ber of pipes of each size specified in an order may be furnished as much as 24" shorter than the nominal laying; length, and an additional 10 percent may be fur- nished as much as 6" shorter than nomi- nal laying length. Dimensions The plain end, the socket of the pipe, and the accessories are gauged at suffi- ciently frequent intervals to ensure that the dimensions comply with the require- ments of AWWA C151. Thickness Minus thickness tolerances of pipe are shown below: Table No. 3 -1 Size In. Minus Tolerance In. 4 " -8" 0.05 10 " -12" 0,05 14 " -42" 0.07 48" 0.08 54 "-64° 0.09 During production, each ladle of ductile iron is checked for exact content of rnagne- slum and other elements with this computer - controlled optical emission spectrometer. lMl An additional minus tolerance of 0.02" is permitted along the barrel of the pipe for a distance not to exceed 12 ". Weighs: The! weight tolerance of pipe is minus 6 percent for pipe 12" and smaller in diameter, and minus 5 percent for pipe larger than 12" in diameter. COATINGS AND LININGS Outside Coating The outside coating for use under normal conditions is an asphaltic coating. approximately 1 mil thick as specified in AWWA 0151. The coating is applied to the outside of all pipe, unless otherwise specified. See Section 11. Inside Lining Afv RICAN Ductile Iron pipe for water service is normally furnished with standard cement lining on the inside as specified in AWWA C104. For other types of service, pipe can be furnished uncoated inside or with cement lining, asphaltic lining, coal tar epoxy or with other special linings as may be required to meet special service conditions and as agreed upon at time of purchase. For more detailed information on coatings and linings see Section 11. TESTING To ensure that the properties of the finished pipe meet or exceed the require- ments of AWWA C151 and those of AMERICAN's quality control program, con- tinuous inspection and testing are per- formed. Spectral Analysis Following magnesium treatment of the molten metal, a sample is poured from each ladle for spectral analysis. Within minutes, the amount of magnesium and other elements in the iron is determined. This early verification of the metal compo- sition is a vital factor in the control of pipe quality, Tensile Test The physical characteristics of the pipe are continually checked by tensile tests made at a frequency of at least one such test during each casting period of approximately 3 hours. The tensile test specimens are cut from the pipe wall, and are machined from the midsection for testing. The acceptance values for test specimens are as follows: Each 30" and larger diameter AMERICAN Ductile Iron pipe is hydrostatically testea to 75% of yield strength which results in higher test pressures than those required by AWWA C151, varying to over 900 psi, depending on size and thickness of the pipe. 3 -6 Grade of Iron: 60 -42 -10 Minimum tensile strength .......,.60,000 psi Minimum yield strength ............ 42,000 psi Minimum elongation ................10 percent Impact Test Impact tests are made on at least one sample machined from the pipe wall dur- ing each operating hour to ensure the desired toughness in the finished pipe. Notched Charpy impact tests are per, formed in accordance with ASTM E23, except that specimen size is 0.500" by full thickness of the pipe wall. The corrected acceptance value for this test is a mini- mum of 7 ft -lb for tests conducted at 70 °F d: 10 °. Low- temperature impact tests are made from at least 10% of the test pipe to ensure compliance with a minimum corrected value of 3 ft -lb for tests conducted at -40 °F � 2 °F. Hydrostatic Test As specified by AWWA C151, each pipe is subjected to a hydrostatic test of not less than 500 psi with the pipe under the full test pressure for at least 10 sec- onds. Suitable controls and recording. devices are provided so that the test pres- sure and duration are positively con- trolled. Any pipe that leaks or does not: withstand the test pressure is rejected. For, even greater assurance of pipe quality, each 30" and larger AMERICAN Ductile Iron pipe is hydrostatically tested to 75% of yield strength of the metal, based on the nominal thickness of the pipe. As an example of the higher test pressures this dictates, each length of 30" diameter ductile iron pipe, Class 150 (the lightest class produced), 0,34" nominal wall, is tested to 669 psi. See Table No. 3- 2 for a listing of AMERICAN's hydrostatic tests on 30" and larger pressure class pipe. Contact AMERICAN if higher test pressures are desired. Hardness Test Hardness tests of pipe samples are routinely made to further ensure the qual- ity of the final product. MARKING PIPE The weight, class or nominal thick- ness, and casting period are shown on each pipe. AMERICAN's identifying mark, the year in which the pipe is produced, and the letters "DI" or "DUCTILE" are cast or stamped on the pipe, When speci- fied on the purchase order, initials not exceeding four in number are stamped on the pipe. All marks are on or near the bell. WEIGHING PIPE Each pipe is weighed before the application of any lining or coating other than the asphaltic coating. The weight is painted on the outside of the bell end. AMERICAN Ductile Iron Pipe Hydrostatic Proof Test Pressures Table No. 3 -2 30 " -64" Pressure Classes These pressures produce a 31.500 psi stress in the pipe wall (which is equal to 75% of the 42,000 psi minimun yie'd strength for ductile iron pipe) dasad on outside diameter and total standard thickness. Test pressure _ 2 x T x 31,5co / O.D. 3.7 Pressure Class Slxe 'Outside Olslnete 150 200 1 250 1 300 3iso In In, Wall Tot Thlckn— Prepau, Wall T••1 WAI T••t Thlckn•q Pr••sare Thlckn•a P—ur• WII Tut W11 Thlckn•o Pru•un [Thlcknas• Tnt Pnaaur• In. psi In. Pat In, p•I in. pal In, psi These pressures produce a 31.500 psi stress in the pipe wall (which is equal to 75% of the 42,000 psi minimun yie'd strength for ductile iron pipe) dasad on outside diameter and total standard thickness. Test pressure _ 2 x T x 31,5co / O.D. 3.7 AMERICAN Ductile Iron Fastite" Joint Pipe ANSI /AWWA C1S1/A21.51 Standard Dimensions Ilillllllllll" �% �j ' DIM-81.n■ In Inehu i >ize Nominal Laying A D F• In. Length tt. Outside Diameter Depth of Socket Bell O.D. -4 1a 4.60 3.31 6.40 6 20 6.90 3.1^8 8.60 3 20 9.05 3.75 11.16 10 20 11.10 3.75 13.25 2 20 13.20 3.75 1522 14 20 15.30 5.23 17.73 16 20 17.40 5,23 19.86 18 20 19.50 5.50 22.16 20 20 21.60 5.50 24.28 24 20 25.80 5.50 28.:10 30 20 32.00 6.50 34.95 36 20 38.30 6.50 41.37 42 20 44.50 7.50 48.27 48 20 50.8 .00 54.71 20 57.56 8.50 61.65 r-54 60 20 61.61 8.75 65.80 gd 1 20 65.67 9.00 I 70.04 'Dimensiens subject to change at our option. cnecK r =.M MIN a V- For Fastite assembly instructions see Section 2. The liberal allowable deflection in the Fastite Joint facilitates pipeline Installation with sweeping horizontal or vertical curves without the use of fittings. 3.8 AMERICAN Ductile Iron Fastitem Joint Pipe Allowable Joint Deflection -• -• -- ._....._..........._...._ x Table Nn. 3 -4 For optimum assembly, the joints should be assembled with the pipe in reasonably straight alignment. After joint assem- bly, the pipe may be deflected up to the maximum shown above. Offset distances are based on nominal lengths shown. See Section 2 Table 2.4 for maximum allowable internal separation of 24• and larger Fastite joints. Special Fastite Deflection Bells Special Fastite bells are available which allow greater maximum joint deflection as follows: Table No. 3 -5 Size Nominal Laying Maximum Recommended Deflection -- In. Length Angle 36 , inin . k. 42 21 Offset per Length (In.) Deflection Angle (degrees) 4 18 19 5° 6 20 21 5° 8 20 21 5° 10 20 21 5° 12 20 21 51 14 20 21 5° 16 20 21 5° 18 20 21 5° 20 20 21 5° 24 20 21 5° 30 20 21 5° 36 20 17 4° 42 20 12 3° 48 20 12 3° 5" 20 12 3° 60 20 I 12 3° 6= 20 12 3° For optimum assembly, the joints should be assembled with the pipe in reasonably straight alignment. After joint assem- bly, the pipe may be deflected up to the maximum shown above. Offset distances are based on nominal lengths shown. See Section 2 Table 2.4 for maximum allowable internal separation of 24• and larger Fastite joints. Special Fastite Deflection Bells Special Fastite bells are available which allow greater maximum joint deflection as follows: Table No. 3 -5 Size Offset t per Deflection I In. Length In, Angle 36 21 5° 42 21 5° A8 17 4° 54 17 4° 60 17 4° 64 1 17 4° Offset distances are for 36 " -6e" Scec!al Deflection Bells based on 20 -foci lengths. 3 -9 AMERICAN Ductile iron Mechanical Joint Pipe" ANSI /AWWA C1S1/A21.S1 Standard Dimensions Table No. 3 -6 Size Nominal Laying Dimensions In Inches Bolts in. Length ft. A 8 J K1-- K2 Li M No. per Sze Joint In. 4 I 20 4.80 2.5 7.50 9.06 9.12 .91 .75 4 '/, X 3 6 20 6.90 2.5 9.50 11.05 11.12 .94 ,88 6 'X X 3ii 8 20 9.05 2.5 11.75 13.31 13.37 .98 1.00 5 % X 4 10 20 11.10 2.5 14.00 15.52 15,62 .98 1.00 8 V, X a 12 20 13.20 2.5 16.25 17.86 17.88 .98 1.00 8 'X X 4 'Mechanical Joint Pipe is available in Special Thickness Class 53 only. "These dimensions for pipe only. Refer to Table No. 5.1 for fitting joint dimensions. tThe bell flanges may be furnished thicker than specified under 'L" above as provided in AMVA 0111. Boll holes are x' larger than bolt diameters. For Mecrianical Joint assembly Instructions and for additional dimensions see Section 2. See Section 12 when retainer glands are being considered in lieu of regular glands. when bell flanges tapped for studs are required, alloy steel stud bolts with the required stud length equal to the length of the Tee heed bolt A replaces should normally be Specified. Scitless Faslite, Fast -Grip, Flex - Ring, and Lok -Ring push -on joint pipe and f stings are normally less labor- intensive and labor - reliant than mechanical joints pictured and are often preferred for many applications. See appropriate sections of the Pipe Manual for more information with regard to these joint configurations. 3.10 3 -11 AMERICAN.Ductile Iron Pipe AN51 /AWWA C150/A21.50 and AN51/AWWA C151/A21.51 Standard Laying Conditions I Avinv CnrlHitinn Description 'For 14' and larger pipe, consideration should l:e given to the use of laying conditions other than Type 1. }'Flat- hollom" is defined as undisturbed eanh. t ''Loose soil" or'selea material' is defined as native soil excavated from the trench, free of rocks, foreign material and frozen earth. § Granular materials are defined per the AASHTO Soil classification System (ASTM 03282) or the Unified Soil Classif cation System (AS T M D24U), with the exception that gravel bedding /dackfill adjacent to the pipe is limited to 2' maximum panicle size per ANSVAWAJA COCO. Fig. 3.2 3 -12 Flat- bottom trench.t Loose backfill. Type 1' bottom trench.t Backfill lightly 19Flat- consolidated to centerline of pipe. . Type 2 m Pipe bedded in 4" minimum loose soil.tt Backfill lightly consolidated to top of pipe. Type 3 Pipe bedded in sand, gravel or crushed stone to depth of A pipe diame- ter, 4" minimum. Backfill compacted to top of pipe, (Approximately 80% Standard Proctor, AASHTO T -99.) Type 4 Pipe bedded to its centerline in com- pacted granular§ material, 4" minimum under pipe. Compacted granular or select materialtt to top of pipe. (Approximately 90% Standard Proctor, AASHTO T -99.) Type 5 'For 14' and larger pipe, consideration should l:e given to the use of laying conditions other than Type 1. }'Flat- hollom" is defined as undisturbed eanh. t ''Loose soil" or'selea material' is defined as native soil excavated from the trench, free of rocks, foreign material and frozen earth. § Granular materials are defined per the AASHTO Soil classification System (ASTM 03282) or the Unified Soil Classif cation System (AS T M D24U), with the exception that gravel bedding /dackfill adjacent to the pipe is limited to 2' maximum panicle size per ANSVAWAJA COCO. Fig. 3.2 3 -12 AMERICAN Ductile Iron Pipe AN51 /AWWA C150/A21.50 and AN51 /AWWA C151/A21.51 Standard Pressure Classes - Wall Thickness and Nominal Wall Thickness Table No. 3 -8 Pressue classes are defined as the rated water wcrking pressure or the pipe in psi. The thicknesses shown are ade- quate for the rated water working pressure plus a surge allowance of 100 psi. Calculations result in net thicknesses and are based on a minimum yield strength in tension of 42,000 psi and 2.0 safety factor times the sum of working pressure and 100 psi surge allowance. Thickness can be calculated for rated water working pressure and surges other than the above by use of equation 1 in ANSI /AVNVA CI 50/A21.50. AMERICAN Ductile Iron pipe is avai!able for water working pressures greater than 350 psi. Check AMERICAN for details. These fire standard pressure classes as given in AMA C150 and C151. AMERICAN can furnish any thickness in between these standard thicknesses if deemed economical for major projects. AMERICAN Ductile Iron pipe is also available with thicknesses greater than Pressure Class 350. For special appiica- lions, contact AMERICAN. 3 -13 Pressure Ciaes Slzn In. Outaida Diameter 160 200 250 300 350 In. Nominal Thickness In Inches 4 4.80 0.25 0 6.90 0.25 8 9.05 0.25 10 11.10 0.26 12 13.20 0.28 14 15.30 0.28 0.30 0.31 16 17,40 0.30 0.32 0.34 18 19.50 0.31 0.34 0.36 20 21.60 0.33 0.35 0.38 24 25.80 0.33 0.37 0.40 0.43 30 32.00 0.34 0.38 0.42 0.45 0.49 36 38.30 0.38 0.42 0.47 0.51 0.56 42 44.50 0,41 0.47 0.52 0.57 0.63 48 50.80 0.46 0.52 0.58 0.64 0.70 54 57.56 0.51 0.58 0.65 0.72 0.79 1:24 61.61 0.54 0.61 0.68 0.76 0.83 65.67 0.56 0.64 0.72 0.80 0.87 Pressue classes are defined as the rated water wcrking pressure or the pipe in psi. The thicknesses shown are ade- quate for the rated water working pressure plus a surge allowance of 100 psi. Calculations result in net thicknesses and are based on a minimum yield strength in tension of 42,000 psi and 2.0 safety factor times the sum of working pressure and 100 psi surge allowance. Thickness can be calculated for rated water working pressure and surges other than the above by use of equation 1 in ANSI /AVNVA CI 50/A21.50. AMERICAN Ductile Iron pipe is avai!able for water working pressures greater than 350 psi. Check AMERICAN for details. These fire standard pressure classes as given in AMA C150 and C151. AMERICAN can furnish any thickness in between these standard thicknesses if deemed economical for major projects. AMERICAN Ductile Iron pipe is also available with thicknesses greater than Pressure Class 350. For special appiica- lions, contact AMERICAN. 3 -13 AMERICAN Ductile Iron Fastite' Joint Pipe ANSI /AWWA C151/A21.51 Weights for Pressure Classes Table No. 3 -9 • 4" rastite pipes are furnished in 18 -foot nominal lengths - weghts for all other sizes are for 20 -foot nominal lengths. Cimenslons, lengths, weights, etc., are subject to change at our option, 3 -14 Weight In Pounds Pressure as wau. Thickness Per Foot Faetits Joint per Foot ParNOminal- in. In, Class Cl In, Plain End ine. Bell Langtt+ 4 6 350 0.25 16.0 16.7 335 8 350 0.25 21.1 22.1 445 10 350 0.26 27.1 I 28.4 570 _ 12 350 0.28 34.8 1 36.4 730 14 250 0.28 40.4 43.2 865 300 0.30 43.3 46.1 925 350 0.31 44.7 47.6 955 16 250 0.30 49.3 52.5 1050 300 I 0.32 52.5 55.7 1115 350 0.3: 55.8 59.0 1180 18 250 0.31 57.2 60,8 1220 300 0.34 62.6 66.3 1330 350 0.36 66.2 69.8 1400 20 250 0,33 67.5 71.5 1435 300 0.36 73.5 77.5 1555 350 0.38 77.5 81.5 1635 24 2C0 0.33 80.8 85.6 1715 250 0.37 90.5 95.3 1910 300 0.40 97.7 102.5 2055 350 0.43 104,9 109.7 2200 30 150 0.34 103,5 111.7 2240 2C0 0.38 115.5 123.7 2480 250 0.42 127.5 135.7 2720 300 0,45 136.5 144.7 2900 350 0.49 148.4 156.6 3140 36 150 0.38 138.5 149.2 2990 200 0.42 152.9 163.6 3280 250 0.47 170.9 181.6 3640 300 0.51 185.3 195.0 3930 350 0.56 203.2 213.9 4285 200 0.47 198.9 213.3 4265 250 0.52 219.9 234.3 4685 300 0.57 240.7 255.2 5105 350 0.63 1 265.7 280.2 5605 48 150 0.46 222,6 240.3 4805 200 0.52 251.3 259.0 5380 250 0.58 280.0 297.7 5955 300 0.64 308.6 326.3 6525 350 0.70 337.1 354.8 7095 • 4" rastite pipes are furnished in 18 -foot nominal lengths - weghts for all other sizes are for 20 -foot nominal lengths. Cimenslons, lengths, weights, etc., are subject to change at our option, 3 -14 AMERICAN Ductile Iron Fastite Joint Pipe AN51 /AWWA C151/A21.51 Weights for Pressure Classes Table No. 3 -9- Continued 60" AMERICAN Fastite° Joint Ductile Iron pipe being installed as a water transmis- sion main. 3 -15 Weight in Pounds Size I Pressure Wall Thickness Pe r Foot Fag tit 0 Joint Per Foot Per 20' In. Class in. Plain End Inc. Bell Nominal Length 54 150 0.51 279.7 301.7 6035 200 0.58 317.7 339.7 6795 250 0.65 355.6 377.5 7550 300 0.72 393.4 415.3 8305 350 0.79 431.1 453.1 9060 60 150 0.54 317.0 346.4 6930 200 0.61 357.7 387.1 7740 250 0.68 398.3 427.7 8555 300 0.76 444.6 474.0 9480 350 0.83 485.0 514.4 10290 64 150 0.56 350.5 386.1 7720 2C0 0.64 400.1 435.7 8715 250 0.72 449.6 485.2 9705 3C0 0.80 498.9 534.5 10690 350 0.87 542.0 577.6 11550 60" AMERICAN Fastite° Joint Ductile Iron pipe being installed as a water transmis- sion main. 3 -15 VA AMERICAN Ductile Iron Pipe ANSI /AWWA C151/A21.51 Pressure Ratings and Depths of Cover Minimum Pressure Classes In Table No. 3 -10 on the following page 'lie relationships of Minimum Pressure Classes, rated working pressure and maximum depths of cover are tabu- lated. Following in Table No. 3 -11 this same information is tabulated for all Pressure Classes. Information in these tables is based on the same conservative design principles as is the information shown in Table No. 14 of AWWA C150 and Table No. 51.3 of AWWA C151. The information included and the intended use of these tables are as follows: Table Flo. 3- 10— Working Pressure/ Maximum Depths of-Cover for Minimum Pressure Classes in -fable No, 3 -10 are tabulated the corresponding nominal wall thickness, maximum rated working pressure, and maximum depth of cover for the five types of laying conditions, all for Minimum Pressure Classes of ductile iron pipe. The information in this table is taken from Table No. 3 -11 and is offered as a convenience for those wanting to quickly check the capabilities of Minimum Pressure Classes of ductile iron pipe under a given set of conditions. For the majority of internal pressure and external loading conditions, Minimum Pressure Classes are more than adequate and possess substan- tial true safety factors. Table No. 3- 11— Working Pressure/ Maximum Depths of Cover in Table No. 3 -11 are listed the stan- 3 -16 Bard Pressure Classes and for each class are tabulated the corresponding nominal wall thickness, maximum rated working pressure, and maximum depths of cover for the five types of laying conditions. For any specified standard Pressure Class the nominal wall thickness, the max- imum rated working pressure, and the maximum depth of cover for each stan- dard laying condition can be determined. For any water working pressure of 150, 200, 250, 300 or 350 psi, the corre- sponding standard Pressure Class and nominal wall thickness can be determined. (Note: Although not listed in the follow- ing table, ductile iron pipe for working pressures higher than 350 psi is available. Consult AMERICAN regarding specific conditions involved.) For any required depth of cover from 2.5' up to the maximums shown in this table the Pressure Class and the corre- sponding nominal wall thickness can be determined for laying conditions Type 1 through Type 5. For other conditions not covered in these tables see AWWA C150 or consult AMERICAN for design of pipe thickness. Special thickness classes shown in Table No. 3 -12 may be appropriate in such cases. AMERICAN Ductile Iron Pipe for Water or Other Liquids ANSI /AWWA C151/A21.51 WORKING PRESSURES AND MAXIMUM DEPTHS OF COVER for Minimum Pressure Classes of Ductile Iron Pipe 4" thru 64" TaInl. Nn ''4.10 tThese oipes are adequate for the rated working pressure plus a surge allowance of 100 psi. Ductile Iron pipe for working pressures higher than 350 psi Is available. Figures include 2.0 safety factor times the sum of working pressure and 100 psi surge allowance. ttAn allowance for sinele H•20 truck with 1.5 impact factor is included for all sizes and all depths of cover. iCalculated maximum depth of cover exceeds 100'. 'Lying condition Type 1 is limited to 12' and smaller pipe. For 14' and larger pipe, laying condition Type 1 should not be used. "Minimum allowable depth of cover is 3'. 3 -17 LAYING CONDITIONS Size Pressure Thickness Working Dept Maximum De p h of Cover In Feetlt In. Class in. Pressurat Pal Type t I Type 2. Type 3 Type 4 Type 5 4 6 350 0.25 350 26.0 31.0 37.0 47.0 65.0 8 350 0.25 350 16.0 20.0 25.0 34.0 50.0 10 350 0.26 350 11.0" 15.0 19.0 28.0 ' 45.0 12 350 0.28 350 10.0" 15.0 19.0 28.0 44.0 14 250 0.28 250 11.0" 15.0 23.0 36.0 16 250 0.30 250 11.0" 15.0 24.0 34.0 13 250 0.31 2250 10.0" 14.0 22.0 31.0 20 250 0.33 250 10.0 14.0 22.0 30.0 24 200 0.33 200 8.0" 12.0 17.0 25.0 _ 30 150 0.34 150 9.0 14.0 22.0 36 150 0.38 150 9.0 14.0 21.0 42 150 0.41 i 50 9.0 13.0 20.0 48 150 0.46 150 9.0 13.0 20.0 54 150 0.51 150 9.0 13.0 20.0 _ 60 150 1 D.54 1 150 5.0 9.0 13.0 20.0 64 150 0.56 150 5.0" 9.0 13.0 20.0 tThese oipes are adequate for the rated working pressure plus a surge allowance of 100 psi. Ductile Iron pipe for working pressures higher than 350 psi Is available. Figures include 2.0 safety factor times the sum of working pressure and 100 psi surge allowance. ttAn allowance for sinele H•20 truck with 1.5 impact factor is included for all sizes and all depths of cover. iCalculated maximum depth of cover exceeds 100'. 'Lying condition Type 1 is limited to 12' and smaller pipe. For 14' and larger pipe, laying condition Type 1 should not be used. "Minimum allowable depth of cover is 3'. 3 -17 FA AMERICAN Ductile Iron Pipe for Water or Other Liquids ANSI /AWWA C151/A21.51 WORKING PRESSURES AND MAXIMUM DEPTHS OF COVER for Pressure Classes Takla Mn '2_11 See notes at end of table. 3 -18 LAYING CONDITIONS p�ssuret Nominal Maximum Depth of Cover in FIn Six, Thickness In. Type 1 Type 2 I Type 3 Type 4 Type 5 Zc FZ t RO A _. A '2 � _ t R '24 R/1 Zro I n PR tF n, n ,)A I - o OA e4 14 250 0.28 tT 11 15 23 36 300 0.30 I tt 13 I 17 26 42 d 10 97 dd 16 250 0.31 tt 11" 15 24 34 300 I 0.32 tt ( 13 17 25 39 id + dd 18 250 0.31 it 10" 14 22 31 300 0.34 tt 13 17 26 36 Mo 15 98 4 20 250 0.33 1 t 10 14 22 30 300 0.36 tt 13 17 25 35 gr 0 7 T} 1 O A 24 200 0.33 tt 8.. 12 17 20 250 0.37 tt 11 15 20 29 300 0.40 Tt 13 17 24 32 0.43 15 1Q See notes at end of table. 3 -18 �j AMERICAN Ductile Iron Pipe for Water or Other Liquids ANSI /AWWA C151/A21.51 WORKING PRESSURES AND MAXIMUM DEPTHS OF COVER for Pressure Classes T;;hlp No. 3.11- Continued 'Calculated maximum depth of cover exceeds 100'. TTnese pipes are adequate for the rated working pressure indicated for each nominal size plus a surpe allowance of 100 psl. Calculaticns are based on a 2.0 safety factor tines the sum of working pressure and 100 psi surge allowance. Ductile iron pipe for working pressures higher than 350 psi is available. ;An allowance for a single H-20 truck with 1.5 impact factor is includes for all sizes and all depths of cover, L =ying condition Type 1 is limited to 12' and smaller pipe. For 14' and larger pipe, laying condition Type 1 should not be used. 'Mlnlmurn allowable depth of cover is 3'. 3 -19 LAYING CONDITIONS Presauret Nominal Maximum Depth of Cover in Feet$ Size i Clear pal Thickness In. Type 1 Type 2 Type 3 Type 4 Type 5 30 150 0.34 Tt 9 14 22 200 0.38 TT 8' 12 16 24 250 0.42 tt 11 15 19 27 300 0.45 tt 12 16 21 29 4En 0 40 jr IQ - zz _ 36 150 0.38 it 9 14 21 200 0.42 TT 8' 12 io 23 250 0.47 TT t0 14 18 25 300 0.51 1 12 16 20 28 - ++ 10 c 42 0.41 tt 9 13 20 0.47 T T 8 12 i5 22 L250 0.52 tt 10 14 17 25 0.57 t t 12 16 20 27 R2 +t 1- q 48 150 0.46 tT - 9 13 20 200 0.52 tt 8 11 15 22 250 0.58 Tt 10 13 17 24 3Co 0.64 tT 12 15 19 27 070 _ 15 1 54 150 0.51 TT - 9 13 20 200 0.58 tt 8 11 14 22 250 0.65 tt 10 13 16 24 300 0.72 tT 13 15 19 27 aS 7d S 91) 60 150 0.54 Tt 5" 9 13 20 200 0.61 TT 8 11 14 22 250 0.68 TT 10 13 16 24 300 0.76 tt 13 15 19 26 250 n aq t+ 1 i 64 150 0.56 TT 2" 9 13 20 200 0.64 TT 8 11 14 21 250 0.72 tt 10 13 16 24 300 0.80 TT 12 15 19 26 350 0.87 1; 15 17 21 29 'Calculated maximum depth of cover exceeds 100'. TTnese pipes are adequate for the rated working pressure indicated for each nominal size plus a surpe allowance of 100 psl. Calculaticns are based on a 2.0 safety factor tines the sum of working pressure and 100 psi surge allowance. Ductile iron pipe for working pressures higher than 350 psi is available. ;An allowance for a single H-20 truck with 1.5 impact factor is includes for all sizes and all depths of cover, L =ying condition Type 1 is limited to 12' and smaller pipe. For 14' and larger pipe, laying condition Type 1 should not be used. 'Mlnlmurn allowable depth of cover is 3'. 3 -19 VA AMERICAN Ductile Iron Pipe ANSI /AWWA C1 50/A21.50 and AN51 /AWWA C151/A21.51 Nominal Wall Thicknesses for Special Thickness Classes Table Flo. 3 -12 'These are Special Thickness Classes as shown in AWWA C150 and C151. They were previously designated standard thickness classes. AMERICAN can furnish any thickness in between these Special Thicknesses if deemed economical for major projects. Sibecie -1 classes are most appraprialely used far some threaded, orcoved, or bell and sccket pipes or for extraordinary design conditions, and they are generally less available than standard pressure class pipe. For prbssure rating and maximum depth of cover capabilities of Special Thickness Classes, check AMERICAN. These capabilities can be estimated by comparing metal thickness and capabilities of those of Pressure Classes in Table No. 3.11, or may be calculated by using the design formulas shown in AWWA 0150. 3 -20 SPECIAL THICKNESS CLASSES -Wall Thickness In Inches' Size Outside Diameter 60 61 62 63 34 SS 50 In. In. 4 4.80 .26 .29 .32 .35 .38 .41 6 6.90 .25 .28 .31 .34 .37 .40 .43 8 9.05 .27 .30 .33 .36 .39 .42 .45 10 11.10 .29 .32 .35 .38 .41 .44 .d7 12 9 'ZI z o 14 15.30 .33 36 .39 .42 45 .48 .51 15 17.40 .34 .37 .40 .43 .45 .49 .52 i 8 19.50 .35 .38 .41 .44 .47 .50 .53 20 21.60 .36 .39 .42 .45 .48 .51 .54 94 21; A e G 30 32.00 .39 .43 .47 .51 .55 .59 .63 35 38.30 .43 .48 .53 .58 .63 .68 .73 42 44.50 .47 .53 .59 .65 .71 .77 .83 48 50.80 .51 .58 .65 .72 .79 .86 .93 Fd 7 FP -7 PA Al O O 1 'These are Special Thickness Classes as shown in AWWA C150 and C151. They were previously designated standard thickness classes. AMERICAN can furnish any thickness in between these Special Thicknesses if deemed economical for major projects. Sibecie -1 classes are most appraprialely used far some threaded, orcoved, or bell and sccket pipes or for extraordinary design conditions, and they are generally less available than standard pressure class pipe. For prbssure rating and maximum depth of cover capabilities of Special Thickness Classes, check AMERICAN. These capabilities can be estimated by comparing metal thickness and capabilities of those of Pressure Classes in Table No. 3.11, or may be calculated by using the design formulas shown in AWWA 0150. 3 -20 AMERICAN Ductile Iron Fastitee joint and Mechanical joint Pipe ANSI /AWWA C151/A21.51 Wall Thickness and Weights for Special Thickness Classes Takla Nn -13 ' Weight In Pounds Wall Fastite Joint Mechanical Joint' S Size iz Thickness Class Thickness In. Per Foot P1 In End Ball L.nyn Inc. FBell Per Inc. woR+n.Pe H.- H- r* Lwnm 4 51 .26 11.3 11.7 213 52 12.6 13.0 236 53 .29 .32 13.8 14.2 257 14.5 290 54 .35 15.0 15.4 279 55 99 .36 16.1 16.5 177 300 0 a 6 50 .25 16.0 15.7 335 51 .28 17.8 18.5 370 52 .31 19.6 20.3 410 53 .34 21.4 22.1 445 22.3 450 54 .37 23.2 23.9 480 55 .40 25.0 25.7 515 Z 7 ,G 8 50 .27 22.8 23.8 480 51 .30 25.2 26.2 525 52 .33 27.7 30.1 28.7 31.1 575 625 31.3 630 53 54 .36 .39 32.5 33.5 675 55 .42 34.8 35.8 720 GG - 22 10 50 .29 30.1 3 i .4 630 51 .32 33.2 34.5 695 52 .35 36.2 39.2 37.5 40.5 755 815 40.7 820 J3 54 .38 .41 42.1 43.5 875 55 .44 45.1 46.5 935 ca nR I oO 12 50 .31 38.4 40.0 805 51 .34 42.0 43.6 875 - 52 .37 45.6 47.2 950 53 .40 49.2 50.8 1020 51.1 1030 54 .43 52.8 54.3 1090 55 .46 56.3 57.9 1165 o cc o a, r, n- 14 50 .33 47.5 50.3 1010 51 .36 51.7 54.6 1095 52 .39 55.9 58.7 1175 53 .42 60.1 62.9 1260 : 54 .45 64.2 67.0 1345 55 I .48 :I 68,4 C 71.3 .7 1430 1- 16 50 .34 55.8 59.0 1180 51 .37 60.6 63.8 1280 52 .40 65.4 68.6 1375 53 .43 70.1 73.3 1470 54 .46 74.9 78.1 1565 J5 .49 79.7 82.9 1760 18 50 .35 64.4 68.0 1365 51 .38 59.8 73.4 1470 52 .41 75,2 78.8 1580 53 .44 80.6 84.2 1690 54 .47 86.0 89.5 1795 55 .50 91.3 95.0 1905 56 .53 96.7 100.3 2010 'Mechanical Joint Pipe is available in 4 " -12" diameters and Special Thickness Class 53 only 3 -21 VA AMERICAN Ductile Iron Fastitee Joint and Mechanical Joint F'ipe ANSI /AWWA C151/A21.51 Wall Thickness and Weights fog Special Thickness Classes Table N -o, 3- 13- Continued 60" and 64" sizes are not available in Special Classes. 4" Fastite and Mechanical join; pipes are furnished in 1 B -fcot nominal lengths - weighs for all other sizes are for 20- foot nominal lengths. Dimensions, lengths, weights, etc„ are subject to change at our option. 3 -22 Weight in Pounds Size Size Lckn Wall Thlcknesa Per Foot Fastite Joint Mechanical Joint' Per Foot Per 20' Per Foot Per 20' In. Plain End Inc. Bell Nominal Lan9t Inc. Bell Nominnl L,ngM 20 50 .36 73,5 77.5 1555 51 .39 79.5 83.5 1675 52 .42 85.5 89.5 1795 53 .45 91.5 95.5 1915 54 .46 97,5 101.5 2035 55 ca .51 a 4 103.4 107.5 "In . 2155 24 50 .38 92.9 97.7 1960 51 .41 100.1 104.9 2100 52 44 107.3 112.1 2245 53 47 114.4 119.2 2390 54 .50 121.6 126.4 2535 55 SR .53 CR 128.6 ,'l r.O 133.5 2575 O 30 50 .39 118.5 126.7 2540 51 .43 130.5 138.7 2780 52 .47 142.5 150.7 3020 53 .51 154.4 152.6 3260 54 .55 166.3 174.5 3495 55 .59 178.2 n 186.4 3735 36 50 .43 155.5 167.2 3350 51 .48 174.5 185.2 3710 52 .53 192.4 203.1 4070 53 .58 210.3 221.0 4430 54 .63 228.1 238.8 4785 55 .68 7 245.9 RO 256.5 7A 1 5140 -5540--1 - 42 50 47 193.9 213.3 4265 51 .53 224,0 238.4 4770 52 .59 249.1 263.5 5270 53 .65 274.0 288.5 5770 54 .71 298.9 313.3 6265 55 .77 323.7 338.2 6765 _ Pq . Q A qrO A 48 50 .51 246.6 264.3 5285 51 .58 280.0 297.7 5955 52 .65 313.4 331.1 6620 53 .72 346.6 364.3 7285 54 .79 379.8 397.5 7950 55 .86 412.9 430.6 8610 54 50 312.3 334.3 6685 51 355.6 377.5 7550 52 398.8 420.8 8415 53 :.73 441.9 463.8 9275 54 484.9 506.8 10135 55 527.7 549.7 10995 56 570.4 592.3 11845 60" and 64" sizes are not available in Special Classes. 4" Fastite and Mechanical join; pipes are furnished in 1 B -fcot nominal lengths - weighs for all other sizes are for 20- foot nominal lengths. Dimensions, lengths, weights, etc„ are subject to change at our option. 3 -22 V Ao AMERICAN Ductile Iron Pipe Tapping and Cutting TAPPING* DUCTILE IRON PIPE AId+ERICAN Ductile Iron pipe is readily tapped either dry or under pressure by using con- ventional tapping equipment utilized by most con- tractors and water utilities. Taps made directly into the pipe result in clean, sharp, strong threads, making tapping sad- dles unnecessary for small diameter taps. Teflon tape or a commercial thread com- pound which is suitable to the service is recom- mended to be used on threads. .et ting ductile iron pipe. This equipment is com- mercially available with gasoline engines as well as pneumatic motors. Cutting time is usually no more than one minute per inch of pipe diame- ter with most commonly used thicknesses. Cutting ductile iron pipe with abrasive wheel. Torch Cutting Ductile iron pipe can be cut.in tste field or shop by using an oxyacetylene torch. Best results are obtained by using a No. 8 or No. 10 Up with approximately 75 psi oxygen and 10 to 15 psi acetylene. For cement -lined ductile pipe, the best results are normally obtained when the torch head is inclined approximately 60 degrees Above is shown a 6" AMERICAN Ductile Iron pipe that has been tapped for a 1" corporation stop, showing the excellent threading properties of ductile iron pipe. CUTTINt00 DUCTILE IRON PIPE AMERICAN Ductile Ironpipe is easily cut in the field by several methods, the most com- mon being as follows: Abrasive Wheel A rotary-type abrasive wheel saw is prob- ably one of the most popular tools used for cut- Cutting ductile iron pipe with torch. to the direction of cutting. See Fig. 3 -3. Metallurgical studies have shown that the heat - affected zone in pipe cut by this method exists within only 1/4 -inch from the cut face. The hardening of the metal in the 1/4 -inch affected heat zone causes some difficulty in 'Caution should be employed when cutting or tapping pipe when any potentially hazardous condition might exist. 3 -26 threading or machining in this particular portion of the pipe, but such hardening does not inter- fere with push -on or mechanical joint assembly or performance. Cutting speed for pipe cut by oxyacetylene methods is approximately one Approx. 60° angle / to the cutting surface Direction f of cut Torch cutting ductile Iron pipe Fig. 3.3 minute per inch of diameter for cement -lined pipe and even less for unlined pipe. Milling Cutter Several types of milling pipe cutters are available which operate hydraulically, pneumati- cally or electrically, or are self - powered by a gasoline engine. The milling -type cutter will normally cut pipe from 6"- 64" diameter. This type of cutter is usually supplied with an air motor which also makes submarine cuts possible. The set -up time for this cutter is usually less than ten minutes; it requires a minimum clearance of 12" and has a cutting; speed of approximately one minute per inch of pipe diameter. li ,p- Cutting ductile Iron pipe with milling cutter. other Cutting Methods Portable guillotine saws are available for cut- ting pipe from 3 " -18" diameter. Caution: Hydraulic squeeze cutters are not suitable for cutting ductile iron pipe. Reid Gai4ng/Rounding AWWAC151 requires the factory- gauging of the-spigot ends of ductile iron pipe. Accordingiy, pipe selected for cutting in the field should be field - gauged. A circumferential "n" tape can be used for this. Also, a mechanical joint gland inserted over the barrel of the pipe might serve as a convenient indi- cator for field cutting. Some pipe, especially in the largest diameters, may be out -of -round to the degree that they will need to be rounded by jacking or other methods to facilitate making the joint. This is a normal. occurrence and does not in any way affect the serviceability of ductile iron pipe. Instructions for the rounding operation can be obtained from AMERICAN ri desired. preparation of F.W -Cut Joints Field cuts that will be assembled with mechanical joints will require little or no preparation other than cleaning. When a torch cut is made, the last few inches of the plain end need to be cleaned of any oxides, slag or other protrusions. When the cut end is to be assembled in a Fastite bell, an adequately smooth (without sharp edges) bevel should be ground or filed on the cut edge to prevent damage to or dislodgement of the gasket during assembly. See Fig. 3-4. If desired, a thin field "Asserhbly Line" can be drawn in marker or with paint, with the line located torn the spigot end the same distance as the far edge of factory- applied assembly stripe. Note: Generous bevels are advantageous in the assembly of field- prepared ends. To confirm the effectiveness of pipe end preparation and the sub- sequent assembly of a field- prepared end, a thin "automotive" or other feeler gauge can be effec- tively used to check (probe) for proper and uniform gasket positioning all around the assembled joints. tra l (Min.) --- Grind or file �- edges smooth Fig. 3.4 Bevel for Fastite° Joint 'Caution should be employed when cutting or tapping pipe when any potentially hazardous condition might exist. 3.27 VA Other AMERICAN Joints AMERICAN Fastitem Joint with Fast -Grip" Gasket, 4" -30" The AMERICAN Fast -Grip Gasket furnished in sizes 4 " -30" provides flexible, field - adaptable joint restraint in a standard AMERICAN Fastite (or Flex Ring) Bell. See Sections 4 and 9. AMERICAN =Flex -Ring' Joint, 4 " -12" The AMERICAN Flex -Ring Joint provides flexible joint restraint against thrust due to internal water working pressure or external forces. It is also used in horizontal directional drilling (HDD) and pipe bursting applications. See Sections 4 and 9. AMERICAN Flex -Ring' Joint, 94 "48" The AMERICAN Flex -Ring Joint provides flexible joint restraint against thrust due to internal water working pressure or external forces. See Section 9. 3.30 AMERICAN Joints for Pipe and Fittings AMERICAN Field Flex- Ring', 14 " -36" The AMERICAN Field Flex -Ring provides dependable field - adaptable restraint against thrust due to external forces or internal water working pressure up to 350 psi for 14 " -24" sizes and up to 250 psi for the 30 " -36" sizes in the standard Flex -Ring Joint. Seep Section 9. AMERICAN Lok -Ring' Joint, 54 " -64" The AMERICAN Lok -Ring Joint is furnished in sizes 54" through 64" and provides flexible joint restraint against thrust due to internal water working pressure up to 250 psi. See! Section 9. AMERICAN MJ Coupled Joint The AMERICAN MJ Coupled Joint is furnished in sizes 4" through 48" and is an adaptation of the standard Mechanical Joint to provide joint restraint against thrust due to internal pressure up to 350 psi through 12" and 250 psi for 14" -48" sizes. Seas Section 9, 3 -31 WA AMERICAN Joints for Pipe and Fittings AMERICAN Flex -Lok- Joint, 4 " -24" The AMERICAN Flex -Lok Joint, furnished in sizes 4" through 24 ", is a super - service, boltless flexible joint, This joint is designed to provide up to 15° joint deflection for sub- aqueous or other difficult installations potentially subject to substantial joint deflections or movements. See Section 10. AMERICAN Flex -Lok- Joint, 30 " -60 "0 The AMERICAN Flex -Lok Joint, furnished in sizes 30" through 54"-, is a super - service, boltless flexible joint. This joint is designed to provide up to 15° joint deflection for subaqueous or other difficult installations potentially subject to substantial joint deflections or movements. *See page 10 -2 and check AMERICAN 64" requirements. See Section 10. AMERICAN Flanged Joint The AMERICAN Flanged Joint, furnished in sizes 4" through 64 ", is a rigid joint widely used for exposed plant piping. In combination with other joints and AMERI- CAN':> roruseal' gasket, it is also commonly used for Long Span service. See Sections 6, 7 and 8. 3 -32 wn r7t NEWS., 77 SOR., 'IWO, 71 .......... h 1. Em - DESCRIPTION, APPLICATIONS, ADVANTAGES The Right Fitting for Corrosion Proof Saves Time and Money PVC-Pipe `Made of noncorrodig PVC, —Blue BrUte The - same -bell- and - spigot joining- system _ Blue Brute.fittings conforming to AWWA C907 are available in 4 ", 6 ", and 8' fittings will not rust or corrode in aggressive soils. Consequently, costly proven with Blue Brute pipe is used with Blue Brute fittings. This gasketed joint (100mm, 150mm, and 200mm, 250mm) sacrificial anodes and expensive protective coatings commonly used with metal system reduces installation time and provides significant labour savings over sizes for use with AWWA C900 Class 100 (DR25) and Class 150 (DR18) Blue Brute fittings are not required. mechanical joint alternatives. pipe. Bends and Tees in 10" (250mm) and 12' (300mm) sizes are fabricated and third party certified by CSA International Improves Water Quality Saves the in CSA 6137.3. Environment APPLICATIONS Blue Brute fittings are suitable for conveyance of potable water in municipal distribution systems, fire lines and other pressure applications. ADVANTAGES Engineered. for Strength Class 150 Blue Brute fittings have pipe walls at least 125% of the wall thickness of Class 150 Blue Brute pipe of the same size. Made of 12454B compound, they have the same long -term hydrostatic strength as the pipe. The smooth interior surface of Blue Brute fittings virtually eliminates encrustants such as calcium from adhering to its surface. Ultimately, the water distribution line stays cleaner longer and provides better water quality. Gasket Options All Blue Brute fittings are shipped with.standard gaskets that accept cast -iron -sized PVC pipe. Transition gaskets for IPS -sized pipe are an option for all sizes. F applications where fittings must in soil with hydrocarbon contam Nitrile gaskets are available. The precise tolerances used in the manufacture of Blue Brute fittings, combined with the Blue Brute gasket system, ensures tight joints capable of withstanding pressures five times the pressure class of the pipe. The results are bottle -tight joints that keep potable STANDARDS, QUALITY ASSURANCE Blue Brute Fittings meet these standards: 'arc,:' UL �PS NSF 61 AWWA C907 CSA B137.2 Listed by Listed by Factory Mutual Ontario Provincial Compound listed by NSF Polyvinyl Chloride (PVC) CSA 8137.3 Fabricated ULC ULI (4" to 12 ") approved Standards International for Pressure Fittings Fittings (4" to 12') Specification potable water for Water 701.05.05 service (4" through 81 AWWA C900 AWWA C905 Fabricated Fittings MULTI FITTINGS Enpint" Tcwph' ♦' . • QUALITY ASSURANCE Burst Pressure Tests: Blue Brute fittings must have a Quick Blue Brute fittings are subjected to the following quality assurance tests: Dimensional Tests: The minimum wall thickness of the Blue Brute molded fitting body must be at least 125% of the wall thickness of a� Class 150 AWWA C900 pipe of the same size. Also, the wall thickness : •, :�,:, �_:. at any point of the bell must be at least the thickness of DR18 pipe. 4? ;�� The unobstructed inside diameter of the fitting's body must not be less than the inside diameter of Class 100 (DR25) tc .a a AWWA C900 pipe. Fabricated fittings must have Class 150 (DR18) inside diameters. =k Asti Material Tests: PVC compound must meet the requirements of cell classification 124548 according to ASTM D1784. The compound must also have a Hydrostatic Design Basis (HDB) of 4,000 psi (27.6 MPa) when tested as molded tubes in accordance with ASTM D1598 and D2837. s r h x _ c�c7� GM t i C r t 7 i t i;� . Burst Strength of 755 psi (5.21 MPa), the same as Class 150 (DR18) pipe, when tested in accordance with ASTM D1599. Fusion Tests: Randomly selected fittings must pass the acetone immersion test ensuring optimum homogeneity. Qualification Tests: For certification by CSA, each fitting size and configuration must undergo a sustained Pressure Test of 500 psi (3.45 MPa) for 2,000 hours. On a regular basis, fittings are also subjected to an Accelerated Regression Test for 100 hours to demonstrate an extrapolated 100,000 hour pressure strength of 470 psi (3.24 MPa). ;. V yk WN g, 6 r F' t #+a��•a ,yylY��'��rJ 1d 'tz'�+- �'It�!`X4 3 .�� 21 1 +''ffi.���'Y'P';�' 'arc,:' lilliilw Gasket Options The Blue Brute gasket nas a proven design, allowing joints to meet ASTM D3139 requirements with ease. The gasket stays in place without glue. All - Blue Brute fittings can be supplied with any one of the following gaskets: 1. Standard Gasket Good for typical watermain applications where cast - iron -sized PVC pipe is being used. 2. Transition Gasket Suitable for use with IPS -sized (Series) PVC Pressure Pipe. 3. Nitrile Gasket For watermain applications where pipe must be buried in soil with hydrocarbon contamination. Joint Deflection Slight longitudinal deflections can be accommodated at the fitting bell itself (1', or an offset of 4" [100mm end of 20' [6.1 m] length of pil DESIGN NOTES Thrust Restraint for Blue Brute fittings. The restraint device attaches behind the fitting bell. Tie rods can. run from the collar to a suitably sized collar on the connecting pipe. The use of joint restraint collars allows a compact layout in a crowded trench. Contoured concrete thrust blocks also provide good restraint. For details on how to determine the appropriate concrete thrust block size, refer to the Multi Fittings Installation Guide, or the latest edition of the Uni -Bell Handbook of PVC Pipe. Fabricated Fittings Bends and Tees in 10" (250mm) and 12" (300mm) sizes are fabricated. Fabricated fittings offer the same benefits of an all - PVC pipe system. They are manufactured from segments of Blue Brute Class 150 PVC pipe bonded together and overwrapped with fibreglass- reinforced polyester, Fabricated fittings are certified to CSA B137.3 and conform to AWWA C900. SHORT FORM SPECIFICATIONS MULTI FITTINGS EngIneerod Tough' General Fabricated Fittings Blue Brute fittings shall conform to Fabricated fittings shall be made to AWWA C907 ,Polyvinyl Chloride (PVC) the requirements of All fittings must be Pressure Fittings for Water (4" through 8 ")" AWWA C900 or assembled with and be certified to CSA B137.21 "PVC AWWA C905. The fittings water- Multi Fittings nontoxic, water- Injection Molded Gasketed Fittings for must be certified to soluble, NSF listed lubricant. � Pressure Applications.' They shall also be CSA B137.3. !� UL t.isted and FM approved. listed with the National Sanitation > Lubricant ' Material All fittings must be .� ;�•;.,,r Blue Brute fittings shall be made of PVC assembled with `F , compound 124546 (ASTM D1784) and water- Multi Fittings nontoxic, water- have a Hydrostatic Design Basis of 4,000 soluble, NSF listed lubricant. psi (27.6 MPa). The compound shall be listed with the National Sanitation Colour Coding Foundation. a Fittings shall be colour -coded blue. m Um DIMENSIONS 1_0 Coupling F -cln.-El ow �001 4" 6- 8. in, in. in. 10.14 6.25 10.14 13.90 8.88 13.90 16.90 11.36 16.90 v't." r (available without centre stop 8.80 4" NOMINAL A B c SIZE 100mm mm 257 MITI 159 MITI 257 150mm 353 226 353 200mm 430 289 430 150mm 307 4" 6- 8. in, in. in. 10.14 6.25 10.14 13.90 8.88 13.90 16.90 11.36 16.90 v't." r 6- (available without centre stop 8.80 4" as a Repair Coupling) 6.27 0.25 451, Elbow NOMINAL A B c 12,11 SIZE mm mm mm B 100mm 207 160 7 11.35 150mm 307 225 7 A 200mm 345 288 7 0.50 250mm 460 363 13 12" 300mm 493 439 13 in. in. in. SIZE mm 6- 7.56 8.80 4" 8.18 6.27 0.25 451, Elbow 200mm 190 6" 12,11 8,88 0.25 NOMINAL A' B 22 1/2' 8* 13.58 11.35 0.25 SIZE mm mm A 113" 18.12 14.30 0.50 100mm 143 159 150mm 12" 19.40 17.30 0.50 150mm 192 225 SIZE mm in. in. 150 x 100 147 200 x 150 318 6" 6.82 8.84 147 200mm 224 287 11.30 in. in. 6 x 4 5.8 4.3 in. in . 5.5 10 X8 7.3 5.8 4- 5.763 6.17 •.- --- •- ..3......,. 6- 7.56 8.80 SIZE MITI mm 8" 8.80 11.30 200mm 190 287 in. 22 1/2' Elbow 6' 6.45 8.84 8. 7.48 NOMINAL A B SIZE mm MITI 150mm 173 225 Spigot x Bell 200mm 200 287 SIZE mm in. in. 150 x 100 147 200 x 150 318 6" 6.82 8.84 147 8" 7.90 11.30 in. in. 6 x 4 5.8 4.3 11 1/40 Elbow & NOMINAL A SIZE MITI mm U7 150mm 164 225 200mm 190 287 in. in. 6' 6.45 8.84 8. 7.48 11.30 Reducing Adapter Spigot x Bell NOMINAL A B SIZE mm mm A 150 x 100 147 200 x 150 318 109 140 250 x 200 185 147 300 x 250 256, 165 in. in. 6 x 4 5.8 4.3 8 x 6 12.5 5.5 10 X8 7.3 5.8 12 00 10.1 6.5 -t a ......_ . . .... DIMENSIONS NOMINAL A B C D SIZE mm `mm mm mm �_ -..._. __ ■- ._..._...__� 100 x 100 x 20 159 259 113 4 100 x 100 x 25 159 259 113 150 x 150 x 20 222 366 154 150 x 150 x 25 222 365 154 150 x 150 x 40 222 365 154 150 x 150 x 50 222 365 154 200 x 200 x 20 287 381 201 y x 200 x 200 x 25 287 381 201 200 x 200 x 40 287 381 201 ` 200 x 200 x 50 287 381 201 x 6 x 6 x 11/2 8.74 6x6x 2 8.74 8 x 8 x 314 11.30 8x8x 1 11.30 8x8x 11/2 11.30 Bx8x 2 11.30 Note: 314' (10mm) Tap: AWWA Thread 1' (15mm) Tap: AWWA Thread 1112, (40mm) Tap: AWWA Thread 1' (SOmm) Tap: AWWA Thread Plug NOMINAL A SIZE mm 100mm 150 150mm 178 200mm 206 250mm 228 300MM 249 in, 4" 5.9 6' 7.0 8" 8.1 10" 9.0 12' 9.8 , in, in. 10.20 4.43 10.20 4,43 14.38 6.06 14.38 6.06 14.38 6.06 14.38 6.06 15.00 7.91 15,00 7.91 Double Tapped Coupling SIZE in. in, 4 x 4 x 3/4 6.27 4x4x 1 6.27 } 6 x 6 x 3/4 8.74 25 154 874 x 6 x 6 x 11/2 8.74 6x6x 2 8.74 8 x 8 x 314 11.30 8x8x 1 11.30 8x8x 11/2 11.30 Bx8x 2 11.30 Note: 314' (10mm) Tap: AWWA Thread 1' (15mm) Tap: AWWA Thread 1112, (40mm) Tap: AWWA Thread 1' (SOmm) Tap: AWWA Thread Plug NOMINAL A SIZE mm 100mm 150 150mm 178 200mm 206 250mm 228 300MM 249 in, 4" 5.9 6' 7.0 8" 8.1 10" 9.0 12' 9.8 , in, in. 10.20 4.43 10.20 4,43 14.38 6.06 14.38 6.06 14.38 6.06 14.38 6.06 15.00 7.91 15,00 7.91 Double Tapped Coupling SIZE mm mm mm mm mm 150 x 20 x 20 365 222 20 154 20 150 x 25 x 20 365 222 25 154 20 150 x 25 x 25 365 222 25 154 25 150 x 32 x 20 365 222 32 154 20 150 x 32 x 25 365 222 32 154 25 150 x 40 x 20 365 222 40 154 20 150 x 40 x 25 365 222 40 154 25 150 x 50 x 20 365 222 50 154 20 150 x 50 x 25 365 222 50 154 25 200 x 20 x 20 381 287 20 201 20 200 x 25 x 20 381 287 25 201 20 200 x 25 x 25 381 287 25 201 25 200 x 32 x 20 381 287 32 201 20 200 x 32 x 25 381 287 32 201 25 200'x 40 x 20 381 287 40 201 20 200 x 40 x 25 381 287 40 201 25 200 x 50 x 20 381 287 50 201 20 200 x 50 x 25 381 287 50 201 25 in. in, in. in. in. 15.00 7.91 I I 6 x 3/4 x 3/4 14,38 8.74 314 6.06 J14 15.00 7,91 6 x 1 x 3/4 14.38 8.74 1 6.06 3/4 6 x 1 x1 14.38 8.74 1 6.06 1 •' "" q" ' " "" `. ,_....._. 6 x 1 114 x 3/4 14.38 8.74 1 114 6,06 3/4 6 x 11/4 x 1 14,38 8.74 1 114 6.06 1 6 x 1 1/2 x 314 14.38 8.74 1 1/2 6.06 3/4 6 x 1 112 x 1 14.38 8.74 1 1/2 6.06 1 6 x 2 x 3/4 14.38 8.74 2 6.06 3/4 6 x 2 x 1 14.38 8.74 2 6.06 1 t 8 x 3/4 x 3/4 15.00 11.30 3/4 7.91 3/4 8 x 1 x3/4 15.00 11.30 1 7.91 3/4 4' l- i- 6 x 1 x 1 15.00 11.30 1 7.91 1 8 x 11/4 x 3/4 15.00 11.30 1 1/4 7.91 314 ° 8x11/4x1 15.00 11.3011/4 7.91 1 A: 8 x 11/2 x 3/4 15.00 11.30 1 1/2 7.91 3/4 8 x 1 1/2 x 1 15.00 11.30 1 1/2 7,91 1 -- 8x2x3 /4 15.00 11.30 2 7.91 3/4 8x2xl 15.00 11,30 2 7.91 1 Note: I314' (20mm) Taps to 2' (50mm) Taps: AWWA Thread A: ,a t v E, 1 N Tee NOMINAL A SIZE mm 100 x 100 x 100 357 150 x 150 x 100 432 150 x 150 x 150 481 200 x 200 x 100 471 200 x 200 x 150 520 200 x 200 x 200 571 B C D mm mm mm 159 258 124 226 x 159 316 176 226 353 176 289 x 159 373 232 289 x 226 410 232 289 430 232 MULTI FITTINGS En ji *send 7w0' iM s F' 4 - `� Y. in. in. in. in. 4 x 4 x 4 14.04 6.27 10.15 4.88 6x6x4 16.99 8.88x6.27 12.43 6,93 6 x 6 x 6 18.92 8.88 13.90 6.93 8 x 8 x 4 18.55 11.37x6.27 14.68 9.13 B x 8 x 6 20.48 11.37 x 8.88 16.14 9.13 8 x 8 x 8 22.46 11.37 16.91 9.13 MULTI FITTINGS En ji *send 7w0' iM s F' 4 - `� Y. PIPE & PLASTICS, Inc. AmBLUIE' PVC MUNICIPAL WATER DISTRIBUTION PIPE Scope: This submittal designates the general requirements for Unplasticized Polyvinyl Chloride Municipal Water Pipe from compound with a cell class 12454 -A or 12454 -B as defined in ASTM Standard D -1784. Pipe: All pipe shall meet the requirements of AWWA C -900, CAN /CSA- B137.3 and BNQ NQ3624 -250 Standards, as indicated, for potable water transmission maims and for fire protection systems. Our pipe meets National Sanitation Foundation Standard »61 for plastic piping system components and related materials. The gasketed joint shall meet the requirements of ASTM D -3139, and the joint gasket shall conform to ASTM F-477. Pipe shall be furnished in laying lengths of 20' ( +/- 1 "). Other lengths may be available upon request. Depth of Entry 150 Mt� O.D. : .__ 2 - Laying Length ---� L 20' This product is manufactured in alternative colors for specific applications. Purple for Reclaimed Water appli- cation. Print legend will include the marking "Reclaimed Water ". Green for Sanitary Sewer Force Main applica- A lions. Print legend will include "Force Main ". Although T manufactured in accordance with the same industrial standards and testing requirements, these products do not bear the NSF, CSA & BNQ Listing Mark, as they are used for different applications. C -900 Water Pipe Size and Dimensions Nominal Size (in.) Metric (m.m.) Dimension Ration (DR) Approvals Pressure Class (PSI) "A" Average (O.D.) Outside Diameter Minimum Wall Mm O.D. I Reference "L" Dimension Reference 4 100 :25 * 100 4.800 I 0.192 5.920 4.500 18 * ** 150 0.267 6.055 14 ** 200 0343 6.220 6 150 :25 * I 100 6.900 0.276 8.300 5.750 18 * ** 150 0.383 8.450 14 * ** I 200 0.493 8.560 8 200 25 * I 100 9.050 0.362 10.730 6.750 l3 * ** 150 0.503 10.920 14 * ** I 200 0.646 11.110 10 250 25 * I 100 11.100 I 0.444 13.105 7.625 18 * ** 150 0.617 13.360 14 * ** 200 0.793 13.510 12 300 25 * 100 13.200 0.528 15.465 8.750 18 * ** 150 0.733 15.790 14 * ** 200 0.943 16.010 • .CSA approval *• -'BNQ approval t';llni' Hell y 10/04 ernes 1500T[) Your Connection to the FntureT" B-el - -l- Restraint Harness - for - Ductile iron &-C900 PVC Pip Split Serrated Restraint Rings on Both Sides of the Bell Features and Applications: • Restraint for Ductile Iron Pipe at Push- On Bells, meeting ANSI /AWWA C15l/ A21.51 and ANSI /AWWA C150/A21.50 ' Restraint for AWWA C900 PVC Pipe at 1 Push -On Bells r}�tt it • Minimum :2 to 1 Safety Factor Restraint Coating System For more on MEGA -BOND refer to www.ebaa,com ASeries 1510TD on 10 inch AWWA C960 PVC Pipe Series I510TD on 10 inch Ductile Iron Pie • Split design for ease of installation .j • Constructed of ASTM A536 Ductile iron For use on water or wastewater pipelines subject to hydrostatic pressure and tested in accordance with either AWWA C600, C605, or ASTM D2774. Samplle Specilflcatlon , Restraint at push -on pipe: joints for Ductile �"• iron pipe and :PVC pipe (AWWA C900) shall consist of the following: The restraint shall be manufactured of ductile iron conforming *Tru -Dual Inserts are heat treated for hardness to ensure proper to ASTM A536. The restraint devices shall be restraint on ductile iron pipe. coated using MEGA- BOND®. (For complete * *Two inserts are located near the clamp points on each half of the split serrated ring. This design provides maximum restraint on both ductile iron pipe and C900 PVC pipe enabling the _,specifications C)n. MEGA -BOND Visit wArw.ebaa product to be truly Tru -Dual. PV Pressure Rating (PSQ -Com.):A split serrated .ring, with a sufficient number of heat. treated. Tru =Dua10 inserts Pipe Pipe for gripping both Ductile Iron Pipe and. PVC gisi� series �� �• ,• �. pipe; shall ;be, utilized behind the pipe bell. A � � � � � split serrated:ring, with a sufficient number of 4 1504M 15.2 350 200 150 100 heat treated Tru -Dual inserts for gripping both 6 1506TD 20.2 ;350 _ 200 150 400.'':," Ductile Iron Pipe and PVC pipe, shall be used 8 1508TD 27.7 250 200 150 100 to grip th;e spigot; plain end pipe. A sufficient 10 1510TD : 53,0 250 200:..::150 100 . number:.of bolt:> shall be used to connect the bell ring and the gripping ring..The restraint 12 1512M 57,0 250 200 150 100 be the Series 150OTD as manufactured ®� . , --shall - -D - — - O '�- I I I' ! 1 L i.,r \SC I l �r�1, Ia• g 1 Series Pipe O.1. 1 Thrust-Bolt ,• S I ize Number O.D. 1 4 1504TD 4.80 6.75 9.25 :13 2 - 3/a x 1:3 6 1506TD =6 90 ` 8;:75 1125 :L8 2 - 3/a x 18 8 1508TD 9.05 12.25 14.75 18 2-3/4x 18 10 :- 151OTD 1110: 14.20 3/4X22 12 1512TD 13.20 16.90 19.45 22 4-3/4x22 NOTE Dimensio I ns are in inches and are subject 1 change without n4ce. I' he Series 1E500TD is designed for 2. Install both halves of one of the 3. Remove the side bolts from the Bstraining Ductile Iron pipe or C900 PVC serrated rings around the pipe behind second serrated restraint ring. Use ipe at push -on joints. It has a serrated the bell, tapping each half into place. the tie bolts to determine the proper plit restraint ring with heat treated Make sure that the complete ID of location of the restraint ring on the iserts on the, spigot and behind the bell. the ring is touching the pipe before spigot. Allow enough room on the tie Assemble the push -on joint per the installing the side bolts. Install the bolt to fully engage the nuts. pipe manufacturer's instructions. side bolts and tighten evenly to 60 ft -lbs torque (110 ft-lbs on 8 inch, 10 inch and 12 inch). Install both halves of the restraint ring at the proper location, tappini; each halt` into place. Make sure that the complete ID of the ring is touching the pipe before installing' the side bolts. Tighten the side bolts 5. Place nuts on the tie bolts and tighten until they are snug. Allow enough room on the tie bolt to fully engage the nut with several threads showing. Do not tighten these bolts enough to force the spigot further Members of... �rl AMERICAN FOUNDRY SOCIETY EMA IRON Sales, Inc. RO, Box 857, Eastland, TX 76448 Tel: (254) 629.1731 Fsc (254) 629.8931 (800) 9,111716 On US and Carla RARMRIr hIIA MM +;a 0 Merles IL x.0® 1? N . 1111IM11111 TM Your connection to the Future ' Restraint for Ductile Iron Wipe 3 1103 6.1 1104 7c7 ' ;: 30 35Q 6 1106 11.9 37 350 2108: 14.8. 1.0 1110 23.9 _30. ..350 12 '�' .`1112'. 14 1114 48.5 20. 16 1116 :Z6 4 _ 18 1118 63.1 11/s ° 250 20 _: 1120.` % 72;3 1'r� ° 250 24 1124 133.1 1'/z 0 .2.507. 30. 250 36 1136 234.0 10 250 1147 , : 536:0 48 1148 653.0 1 ° 250 U.S. Patent Nos. Annln�i AL1^1'7^7A A"7r7nnnn CCAAn11 Features and Applications: • Sizes 3 inch through 48 Inch • Constructed of ASTM A536 Ductile Iron • Torque Limiting Twist -Off Nuts • MEGA -BOND® Restraint Coating System For more information on MEGA -BOND, refer to Aww.ebaa.com • The Mechanical Joint Follower Gland is Incorporated Into the restraint • Heavy Duty thick wall design • Support Products Available: Split repair style available 3 inch through 48 Inch. EBAA Series 1100SD Solid restraint harness available for push -on pipe bells. EBAA Series 1700 Split restraint harness available for existing push -on bells. EBAA Series 1100HD All MEGALUG and related restraint products can be furnished as packagec accessories complete with appropriate restraint, gasket, lubrication, and bolt- ing hardware For use on water or wastewater pipe- lines subject to hydrostatic pressure and tested in accordance with either AWWA 10600 or ASTM D2774 MEGALUG: THE PRODUCT OF PREFERENCE SINCE 1984 Since 1984, engineers and contractors designing and installing ater and wastewater pipelines and systems have come to rely 1 the EBAA Series 1100 MEGALUG Mechanical Joint Restraint ; the "Product of Preference" for effectively and economically straining ductile iron pipe connections above or below ground. VIEGALUG Mechanical Joint Restraints replace external re- raints such as cumbersome concrete thrust blocks and corrod- le metal tie rods creating a quicker, safer and more economical 5tallation. Major testing laboratories agree as the 3" through 24" sizes are Underwriters Laboratories (UL) listed, and the 3" through 12" sizes are Factory Mutual (FM) approved. For use on all classes of ductile iron pipe (PC350 through PC150 and CL56 through CL50), for practically any application including valves, hydrants and pipe, the MEGALUG Mechanical Joint Restraint effectively and safely performs without damage to the pipe or cement linings. THE MEGALUG GRIPPING WEDGE... PERFORMANCE PROVEN the wedge style MEGALUG design reacts the amount of force acting on the joint. hen each wedge is set, the wedge teeth metrate the pipe's outer surface, and e wedge does not move on the pipe. Pere is very little change in this interface itil the wedge movement begins inside e pocket of -the main casting. Once the :dge starts moving, the formation of the ittress begins. This "dam" of material (the wedge ipression) is cold formed as the wedging :tion continues. If the force of pressure :ting on the joint is released, the wedge oves back to near its original position, fis engages the reserve - controlled move - ent or "RCM ". The wedge is then ready r another round. Offer the wedge has moved to the back +fUVE1•AFNT of the pocket at the maximum pressure or load, the wedge buttress are in shear. The maximum movement is about 0.3 inch through the thirty -six inch size and 0.4 Inch for forty-two and forty-eight inch. The RCM is available even with severe cyclic loads. This has been tested to very high - pressure differentials and the wedge impressions look the same as if a single test had been performed. Typically, the depth of pipe Wall pen- etration, or wedge impression at around 25,000 pounds of force per wedge (200 PSI on a six inch and 150 PSI on a twelve inch) is 0.03 ". Finally, at roughly twice that force the penetration is around 0.05" At these high pressures, there is no affect on the design thickness of ductile iron pipe made according to AWWA C150. The lack of damage: to the cement lining clearly indicates that the thrust load is primarily longitudinal. This ability to move in the pocket allows for angular flexibility as well as longitudi- nal flexibility. LL < .,... -- ,.,., r X LU L; w; +fUVE1•AFNT of the pocket at the maximum pressure or load, the wedge buttress are in shear. The maximum movement is about 0.3 inch through the thirty -six inch size and 0.4 Inch for forty-two and forty-eight inch. The RCM is available even with severe cyclic loads. This has been tested to very high - pressure differentials and the wedge impressions look the same as if a single test had been performed. Typically, the depth of pipe Wall pen- etration, or wedge impression at around 25,000 pounds of force per wedge (200 PSI on a six inch and 150 PSI on a twelve inch) is 0.03 ". Finally, at roughly twice that force the penetration is around 0.05" At these high pressures, there is no affect on the design thickness of ductile iron pipe made according to AWWA C150. The lack of damage: to the cement lining clearly indicates that the thrust load is primarily longitudinal. This ability to move in the pocket allows for angular flexibility as well as longitudi- nal flexibility. mum GRIPPING WEDGES Since 1964 EBAA Iron has respond- ed aggressively to the needs of the s. water industry for better solutions to joint restraint problems - thus the development of the family of self actuating MEGALUG wedge action 1 restraints. TOOLS MEGALUGS install using an ordinary wrench (box, ratchet, or air - driven), because the torque - limiting, twist- off nuts automatically shear during tightening when the proper torque is reached. The same 11/4 wrench used to tighten the T -bolts on the 4" through 24" sizes can be used to tighten and shear the twist off nuts in all sizes. If removal becomes necessary, a 5/8 hex head remains so the screws can be loosened, and retightened with a torque -in- Im. dicating wrench. During removal, the wedges are held in place by retainer clips. DEFLECTION The MEGALUG gripping; wedges provide resiliency to your pipeline design. In addition to deflecting as much as allowed by the mechanical joint during installs - tion —it can also deflect -- after assembly: Sizes of 12" and below are capable of up to 3 degrees of deflection after installation (depending on the preset deflec- tion.) The 14" and 16" sizes are capable of 2 degrees deflection. The 18" through 24" sizes are capable of 1.5 degrees deflection. The 30" through 48" sizes are capable of 1 degree deflection. STEEL PIPE The 1100 Series MEGALUG can be used to restrain Y.- 8" SCH 40 or 80 steel pipe when joining to me- chanical appurtenances. It can also be used on steel pipe in all sizes if the pipe's outside diameter is the same as the ductile iron pipe and its thickness is equal to or greater than PC350 ductile iron pipe in sizes of 16 inch and below and PC250 ductile iron pipe 18 inches and above. CAST IRON PIPE Grey iron pipe diameters are often larger than duc- tile iron pipe diameters. The Series 1100 MEGA- LUG restraint may be used with grey iron pipe having standardized cast iron O.D. per AWWA C150, nd C151, and with pit cast Classes 41 "A" and "B" without modification. Use of the Series 1100 with pit cast grey iron Classes N := . "C" and "D" will require over sizing the MEGALUG. More information on this is explained in detail in "Connections Bul- letin DI -1 ". Restraint devices for mechanical joint fittings and appurtenances conforming to either ANSI /AWWA 0111/ A21.11 or ANSI /AWWA C1.53/A21.53, shall conform to the following: Design Restraint devices for nominal pipe sizes 3 inch through 48 inch shall consist of multiple gripping wedges incorporated into a follower gland meeting the applicable re- quirements of ANSI /AWWA C11.O/A21.10, The devices shall have a working pressure rating of 350 psi for 3 -16 inch and 250 psi for 18-48 inch. Ratings are for water pres- sure and must include a minimum safety factor of 2 to 1 in all sizes. Mateirial Gland body, wedges and wedge: actuating components shall be cast from grade 65- 45-12 ductile iron material in accordance with ASTM A536. For applications requiring restraint 30 inch and greater, an alternate grade of iron meeting the material requirements of ASTM A536 is acceptable, providing the device meets all end product performance requirements. Ductile iron gripping wedges shall be heat treated within a range of 370 to 470 BHN, Three (3) test bars shall be incrementally poured per production shift as per Under- writer's Laboratory (U.L.) Specifications and AsrM A536. Testing for tensile, yield and elongation shall be done in accor- dance with ASTM E8. Chemical and nodularity tests shall be performed as recommended by the Ductile Iron Society, on a per ladle basis. Traceability . An identification number consisting of year, day, plant and shift (YYDDD)(plant designation)(Shift number), shall be cast into each gland body. All physical and chemical test results shall be recorded such that they can be ac- cessed via the identification number on the casting, These Material Traceability Records (MTR's) are to be made avail- able, in hard copy, to the purchaser that requests such documentation and submits his gland body identification number, Production pieces that are too small to ac- commodate individual numbering, such as fasteners and wedges, shall be controlled in segregate inventory until such time as all quality control tests are passed. These component parts may then be released to a general inventory for final assembly and packaging. All components shall be manufactured and assembled in the United States. The purchaser shall, with reasonable notice, have the right to plant visitation at his /her expense. Installation Mechanical joint restraint shall require conventional tools and installation proce- dures per AWWA C600, while retaining full mechanical joint deflection during assem- bly as well as allowing joint deflection after assembly. Proper actuation of the gripping wedges shall be ensured with torque limiting twis off nuts. Approvals Restraint devices shall be Listed by Uncle writers Laboratories (3" through 24" inch size) and Approved by Factory Mutual (3" through 12" inch size). Mechanical joint restraint for ductile Iron pipe shall be Megalug Series 1.100 pro- duced by EBAA Iron Inc. or approved equr MEGA -BOND® Restraint Coating Systen All wedge assemblies and related parts shall be processed through a phosphate wash, rinse and drying operation prior to coating application. The coating shall consist of a minimum of two coats of liqu Xylan® fluoropolymer coating with heat cure to follow each coat. All casting bodies shall be surface pre- treated with a phosphate wash, rinse anc sealer before drying. The coating shall be electrostatically applied and heat cured. The coating shall be a polyester based powder to provide corrosion, impact and UV resistance. The coating system shall be MEGA -BOND by E13AA Iron, Inc. or approved equal. Requests for approved equal must submi coating material and process details for review prior to bid. For more Information regarding MEGA - BOND; refer to the MEGA -BOND brochur( or visit www.ebaa.corn. Suppor Products for more' ;rnformaiic7r; conperq ng :thes.., . d - please consult ,the catalog or www,ebaa.com �eries.1100SD plit MEGALUG Restraint.. .: or. Existing Mechanlcal'Jou�ts" Series. .1700 MEGALUG Restraint Harness For Push =On Bell. Joints `)pht MEGALUG Restraint , :> ] or Iv1ic3Span App. catibns .r�.Series 1100HD ! , r"A'3; �w `.L•;. .- )' lCt of .. - q i t-,xAPnAT T in t Poor ,3inr �A r M D �- 0,75 0.75 yl 1 0,125�F C SECTION B -B. c a 3 1103 4.48 2.27 4.06 0.62 9.06 0.750 6.19 7.69 2 4 6.1 350 4 1104; 2:27 4.90 _: 0.75 `:9 90 ,,0.875;: 7:50 9:12 2 4 .7,6 3 6 1106 8.02 2,27 7.00 0.88 12.00 0.875 9.50 11.12 3 6 11.8 350 8 1108 10.17 2:31 9:15 100 14 i5 ;A 0 875. 11;75 13;37 4 6..:. 14,9 350 10 1110 12.22 2,37 11.20 1.00 16.20 0.875 14.00 15.62 6 8 23.9 350 1:► 1112: 14.32 2;37 13.30 125 ° 18 30 0 87.5 16:25 .17 ;88 8 8 : ` . 31.2 350 14 1114 16.40 2.69 15.44 1.50 20.94 0.875 18.75 20.25 10 10 49.7 350 16 1116 18.50 2;69 17.54 :1.56 22 " : A 875 2100:22.50 12 12 56.4 350 18 1118 20.60 2.69 19.64 1.63 25,00 0.875 23.25 24,75 1.2 12 63.6 250 2U 1120' 22:70 2.69 21.74 1 fig .'2710 _' 0.8.75 2550- ,'.27,00 14 14 71.0 254 24 .. 1124 26.90 120 25.94 1.81 32.64 0.875 30.00 31.50 16 16 128,7 250 30 1130` 33,29 .3:20 _3217 2 25 38 87 `:.1125 36.88 -39x2 �'0 20, 190.7 ` 250 36 1136 39.59 3.20 38.47 2.25 45.17 1.125 43.75 46.00 24 24 226.5 250 4:? 1142 45.79 4:56 44 67 :3 88 ':55 57,.,` 1375: ; 50,62 53.48. 28 28 ` . 518.9 250 48 1148 52.09 4.56 50.97 3.88 61.87 1.375 57.50 60.36 32 32 608.3 250 The Series 1100 MEGAUJG should raot be used on plain EBAA- SeaiT"' Mechanical Joirit Gaskets are provided with 30 rich nrtid fittings I i through 48 inch MEGALUG rE stralnts These are: requlred.:on the above referencedslies to accommodate he.pressare r�►tings:and. . • : fety factors shown, - sa : • t ortestpressures above ttte rated pressures;shown, con Extra'length T boils are provided with the 42 inch and 413 Inch, ' " to faoilltate easler.assembl of the mechahicai Joint, - ;.acct EBAA for:recomnjendatlnns, such. as tarjdem restraint - Y,. tot high pressure applfcatlons • If you,experiehce the heed to install the Series 1100 AU Series 1100 MEGALUG components are made of ductile Iron con MEGALUG In an unconventwnal manlier ple ase consult formingto.ASTM;A536 The wedges are heat treated to a hardness faur engineering department range of 370 to 470; BHN • :'fh.e Serles 1100 MEGALU(z is intended for use' on ductile LISTINGS AND APPROVALS Sizes _3 Inch through 24 Inch are listed iron.pipe The restraint can be used. on grey Iron plpe'if = by Underwriters Laboratories, Inc. Category HJKF "Fittings, Retainer the pipe.is.not severely corroi e: , d is m sound condition Type" with a :deflection angle'of 5 degrees (3 inch through 12 inch) end has an.outside..dlamei.er;that ca: 61 accommodated and..21 /� degrees(14 inch through 24 inch). The listing file num er I: Fnr m�ra4nfnrmatinn:nn.tF,a�ica.nf tha_MFr;GI l Ir;:rakfraint FX7R4R_Ci�ac glnnh.thrniiah 17 inch ara Fartnn� Miiflial annrnvori The Series 1100 MEGALUG joint re- straint is designed for use on ductile iron pipe conforming to ANSI /AWWA C151/A21.51(all thickness classes) when restraining mechanical joint pipe fittings. :.* Clean the socket and the plain end. Lubrication and additional cleaning should be provided by brushing both the gasket and the plain end with soapy water or an approved pipeI lubrication meeting the requirement of ANSI /AWWA C111/A21.11, • r� r t.,u � .:.pj ��. •tii , -. Tighten the bolts to the normal range of torque as indicated [3 inch 45-60 ft -Ibs., 4 -24 inch 75-90 ft'- Ibs., 30-36 inch 100 -120 ft -Ibs., and 42 -48 inch 120 -150 ft -Ibs.) While at all times maintaining approximately the same distance between the gland aind the face of the flange at all points around the socket. This can be accomplished by partially tightening the bottom bolt first, then top bolt, next the bolts at either side, finally the remaining bolts. Repeat the process until all bolts are within the appropriate range of torque. just prior to slipping the gasket onto the plain end for joint assembly. Place the gland on the plain end with lip extension toward the plain end, followed by the gasket. NOTE; In cold weather it is preferable to warm the gasket to facilitate assembly of the joint. 3.* Insert the pipe into the socket and press the gasket firmly and evenly into the gasket recess. Keep the joint straight during assembly. In large sizes (30-48 inch), tive or more repetitions may be required. The use of a torque- indicating wrench will facilitate this procedure. 6. Tighten the torque limiting twist - off nuts in a clockwise direction (direction indicated by arrow on top of nut) until all wedges are in firm contact with the pipe surface. Continue tightening in an alternat- ing manner until all of the nuts have been twisted off. EBAA IRON Sales, Inc, P.O. Box 857, Eastland, TX 794$ Tel; (254) 629.1131 Faze (254) 6291931 (800) 433.1116 rriiiiln US W Canada cont 0ebaa:cam 7. Push the gland toward the socket and center it around the pipe with the gland lip against the gasket. Insert bolts and hand tighten nuts. Make deflection after joint assembly but before tightening bolts. r , , If removal is necessary, utilize the 5/a inch hex heads provided. If re:as- sernbly is required, assemble the joint in the same manner as above, by tightening the wedge bolts to 90 ft-Ibs. If the series 1100 restraint is removed from the pipe, be sure that all the collar bolts and wedges are in place before the restraint is reassembled. These steps are requirements of AWWA. AWWA Standard C600 For More information For more information about MEGALUG restraints call ESAA today and request -EBAA Connections Bulletin Di-l' concerning use of the MEGALUG restraint on grey iron pipe, or "EBAA Connections Bulletin DI -2" covering the background and operation of the MEGALUG system of restraint. "Restraint Length- Caiculatlon" Software is available for PC/Windows applications. Suppon documenta- tion about the software can be found in "E:BAA Con- PIPE PLUG Provides access to lubrication chamber. Pipe plug can be replaced with lubricating fitting to lubricate the rod threads and thrust washers– OPERATING NUT Cast one piece bronze operating nut. Design of the operating thread permits slow closing of the hydrant valve, reducing the possibility of water hammer. O -RINGS Seal lubrication chamber, assure dry-top hydrant, reduce friction, prevent water from reaching the operating mechanism. HYDRANT ROD ­` Furnished in two sections of high tensile steel. Upper section has bronze sleeve where it posses through O -rings. Upper and lower sections are connected by cast iron coupling using stainless steel pins. BASE BOLTS AND NUTS Are stainless steel for contusion resistance— HYDRANT SEAT Made of bronze, with accurately machined seat for hydrant valve with (3) drain ports., HYDRANT VALVE Consists of a cast iron valve top and valve bottom and hydrant valve rubber Rc-' threads are permanently sealed from contact with water. Hydrant valve seals against the bronze hydrant seat. DUCTILE BASE ---�_ Spherico [- shaped base has no projections or cavities to obstruct flow or collect sediment. AMERICAN- DARLING FIRE HYDRANT 74 "' B-62-B-5 .WEATHER COVER (cast iron with rubber weather shield) The word "open" and an arrow show direction to turn the operating nut. The rubber weather shield prevents water and debris from entering the housing area. HOUSING AND HOUSING COVER Retain operating nut and thrust washer. Rugged construction withstands operating forces. ' THRUST WASHER Takes upward thrust when opening hydrant valve and reduces operating torque. TOP TRAVEL STOP NUT Provides a positive limit to main rod trove]. Eliminates contact of valve bottom with interior of base, thereby protecting coating. UPPER BARREL Ductile iron with markings identifying size, model, and year of manufacture. TRAFFIC FEATURE Upper barrel is connected to lower barrel with breakable traffic flange and 8 bolts and nuts. This feature allows 360° rotation of upper nozzle section. LOWER BARREL The ductile iron lower barrel provides extra strength against traffic impact damage. BRONZE DRAIN RING Securely held between barrel and base flange, provides bronze- to-bronze threaded connection for hydrant seat. Serves as non- corrosive multipart (4) drain channel. Fully complies with AWWA C -502 and is available UL 246 listed and Factory Mutual Approved for allowable configurations. AMERICAN- DARLING FIRE HYDRANT 1/4a® — 62—r -). EXPLODED DRAWINGS_ 62 -22 62 -2 i 62 -23-1 62 -23-2 62 -29 -U 62-16 62 -7 -7 62 -5 4 62 -2 -2 . 62 -11 -2 62 -9 62 -13 i 62 -4 -4 62 -5 -3 62 -1 62 -30-06 I 62 -Z-60 62 -20-60 62 -25-61 62 -U6 62 -U5 S1 � 62 -25-62 ® 62 -25-60 62 -146 62 -39-9 62 -27 62 -26 62 -384 FOM% 62 -23-1 62 -29 -15 62 -23-2 62- 25-60 -ST 62 -27 -ST 62 -V-SR 62 -26-ST OPTIONAL STORZ PUMPER CONNECTION 62-23-ST 62 -29-16 62 -38 62 -37-0R 62 -38-6 62 -4b K 62 -36-2 62 -36-3 94 -20697 62 -30 -11 �u �r II r 2 <7 i 62-30-03 Z:♦i to L f1 N K a 0 AMERICAN - DARLING FIRE HYDRANT '51/4" B-62-9-5 Part No. -Qty. Description 62 -1 1 Operating Nut 62 -2 -1 1 Cover O -ring 62 -2 -2 2 Housing O -ring 62-4 -4 1 Thrust Washer 62 -5-3 1 Pipe Plug 62 -7 -7 l Weather Cover 62 -9 1 Housing Cover 62 -11 -2 4 Housing Cover Cap Screw 62 -13 1 Cover 62 -14 1 Housing Gasket 62 -15 1 Housing 62 -16 6 Housing Bolt and Nut 62 -18-60 1 Upper Barrel 62 -19 -SR 1 Lower Barrel 62 -20 -60 2 Hose Nozzle 62 -20-61 2 Hose Nozzle Seal 62 -20-62 62 -21 62 -22 62 -23 -1 62 -23 -2 62 -23 -18 62 -25-60 62 -25-61 62 -25-62 62 -26 62 -27 62 -29 -14 62 -29 -15 62 -29 -16 62 -29 -30 62 -29 -31 62 -30-03 62 -30-04 62 -30-06 62 -30-07 62 -30-11 62 -30-12 62 -31 62 -35 -OR 62 -36 -2 62 -36-3 62 -37 -OR 62 -38 62 -38-1 62 -38-6 62 -39 62 -39 -9 62-40 62-41 62-42 62-46 -2 62-46 -5 62 -46-TY 62 -144 62 -145 62 -146 2 2 2 1 Per Nozzle 1 Per Nozzle 1 Per Nozzle 1 or 0 1 Per Nozzle 1 Per Nozzle 1 Per Nozzle 1 Per Nozzle 2 1 1 2 1 1 1 I 1 1 I 2 Hose Nozzle Retainer Hose Cap Hose Cap Gasket Hose Cap Chain S-Hook Pumper Cap Pumper Nozzle Pumper Nozzle Seal Pumper Nozzle Retainer Pumper Cap Pumper Cap Gasket Snap Ring Breakable Flange Base Flange Rod Coupling Coupling and Cotter Pin Hydrant Spring Spring Plate Travel Stop Nut Spring Plate Pin Upper Hydrant Rod Lower Hydrant Rod Drain Lever Hydrant Seat Seat O -ring- Outside Seat O -ring- Inside Drain Ring Drain Ring Gasket Barrel Gasket Base Gasket Base Bolt and Nut Barrel Bolt and Nut Hydrant Valve Top Hydrant Valve Hydrant Valve Bottom Flanged Base Mechanical Joint Base Tyton Base Weather Shield Rod Sleeve Sleeve O-ring Bronze Buna -N Buna -N Nylatron Stainless Steel Gray Iron Gary Iron See Note 4 Gasket Fiber Composition Rubber Ductile Iron See Note 4 Ductile Iron Ductile Iron Bronze (See Note 9) Buna-N Ductile Iron Gray Iron Rubber Steel Steel Chain Steel Bronze (See Note 9) Buno-N Ductile Iron Gray Iron Rubber Stainless Steel Gnry Iron Ductile Iron Gary Iron Stainless/Bronze Spring Steel Steel Bronze (See Note 9) Steel Steel Steel Bronze (See Note 9) Bronze (See Note 9) Buna -N Buna -N Bronze (See Note 9) Composition Rubber Composition Rubber Composition Rubber Stainless Steel See Note 4 Gray Iron Rubber Ductile Iron Ductile Iron Ductile Iron Ductile Iron Rubber Bronze Buna -N 3 NOTES 1. Size and shape of nut on operating nut and cap, threading on nozzles and caps, and the direction of opening made to specifications. 2. Cap chains are not furnished unless specified. 3. All gray iron is ASTM Al 26 class B. 4. Bolts and nuts are rustproofed steel ASTM A307 in accordance with AWWA C502 5. Working pressure 200 p.s.i.g., test pressure 400 p.s.i.g. 6. Hydrant conforms to AW WA specifications C502. 7. Upper barrel can be rotated 360 °. 8. Factory Mutual Approved and Underwriters Laboratories Listed of 200 p.s.i.g. in allowable configurations. 9. Bronze in contact with water contains less than 16 percent zinc. 10. 64nch mechanical joint base is ductile iron. 11. Nominal turns to open is 22- SUBMITTAL DATA Depth of trench or bury i 4• 6• 8' Size and type of base M-r- MJ. Tyton MJ• connection FLG AC FLG LEFT RIGHT Direction to open (CCW) (CVV) Paint color Number of hose nozzles 2 Hose nozzle size Steamer nozzle YES NO Steamer nozzle size Nozzle cap chains I YES NO City specified UL -FM YES NO AMERICAN - DARLING FIRE HYDRANT 5'/411 D ®rQ0?_°B° - - - -- FEATURES American Flow Control's American - Darling B- 62 -B -5 hydrant incorporates over 80 years in design, manufacture, and field experience. This means dependable and efficient operation when needed. Introduced in 1962, the B- 62 -13-5 hydrant is rated at 200 p.s.i.g. and seat tested at 400 p.s.i.g. This hydrant meets and exceeds all requirements of AWWA C502 for dry- barrel hydrants. The B- 62 -13-5 hydrant has these • Travel stop located in top of hydrant • Bronze- to-bronze seating • Positive compression, spring - loaded multipart drains • Lower valve ball is epoxy coated BENEFITS Spring- Loaded Multipart Drains Three drain ports and four drain outlets are standard features on the B- 62 -B -5 hydrant. The rod spring assures drains close after only three turns of the rod. This important safety feature prevents wash -outs that can happen on hydrant designs that do not have this important feature. SPECIFICATIONS Fire hydrants shall meet or exceed AWWA 0502, latest revision. Rated working pressure shall be 200 p.s.i.g., test pressure shall be 400 p.s.i.g. and hydrants shall include the following specific design criteria: The main valve closure shall be of the compression type, opening against the pressure and closing with the pressure. Traffic feature to be designed for easy 360° rotation of nozzle section during field installation. There shall be a sealed lubrication The B- 62 -B -5 hydrant is loaded with the features you expect from a high - quality fire hydrant. The all bronze seat and bronze drain ring assure that the B- 62 -B -5 hydrant is easily repaired by just one person. Optional UL-FM The B- 62 -13-5 hydrant is listed by Underwriters Laboratories, Inc. as meeting their standard UL 246, latest standard features: • Short lightweight disassembly wrench • Easy 360° rotation of nozzle section • Centrifugally cast high - strength ductile iron barrels Sealed Lubrication Chamber Seals operating threads from grit and moisture and reduces maintenance. Top Travel Stop Nut Helps prevent stem buckling and damage to bronze components which may occur if excessive torque is applied in the full open position. chamber with triple O -rings to seal operating threads from the waterway and accomodate an anti- friction thrust washer. The main valve opening shall not be less than 5-114" and be designed so that removal of of! working parts can be accomplished without excavating_ The braze seat shall be threaded into mating threads of bronze for easy field repair. The draining system of the hydrant shall be bronze and be positively El edition. The Factory Mutual Research Corporation has approved the B$2 -B -5. Both Underwriters Laboratories and Factory Mutual Research Corporation require that we consistently manufacture and test our hydrants in full accordance with their stringent requirements. Our facilities are subject to periodic inspections to assure we are in compliance to their standards. • Ductile iron 6" base with epoxy-coating • Sealed lubrication chamber • Double O -ring protected bronze valve seat activated by the main operating rod. Hydrant drains shall close completely after no more than three tums of the operating nut. There shall be a minimum of three internal ports and four drain port outlets to the exterior of 4-6 i,yd vnt nraln shutoff to be by direCt compression closure. Friction loss not to exceed 3.5 p.s.i.g. at 1000 gpm through 4-12" pumper nozzle. Hydrants shall be American Flow Control's American - Darling B- 62 -3 -5. American Flow Control American- Darling Valve and Waterous A Division of American Cost Iron Pipe Company www.acipco.com /afc American- Darling Valve Waterous Company P®. Box 2727 125 Hardman Avenue South Birmingham, AL 35202 -2727 South St. Paul, MN 55075 -2421 Phone: 1-800- 326 -7861 Phone: 1- 888 - 266 -3686 Fax: 1- 800 -610 -3569 Fax: 1- 800 - 601 -2809 e -mail: bpatton @acipco.com e-mail: medybedahl @waterousco.com Distributed By: AFC- 2/07 -10M ==AT110=C 2 1127' i�ioriitiiiiiiworkingwaterpressure 175 PSI r-crlldng water temperature 140 °F -m--r t pressure 350 PSI End connections (Grooved for steel pipe) RvvvvA C 6 0- 6 (Flanged) ANSI B-161 ------ ---- with flanged end OS & Y gate valves (sta! 11;1. r 11, ... ........ Lj - with rern Ir- Lj - with apm meter FG wnh 4:ianced "Nat Gate R --,r nairlit (rubber only' - -ji 01 Thermal expansion tank (Model kWTP) Q OS & Y Gate valve tamper switch (OSY-40) Test Cock Lock (Model TCL24) ws*N5:"-zN1S!0NS & WEIGHTS (do not include pkg.) __ YVEIGFif MODEL Z�9 3�-- �j 4— : I.-, 7i.- i �,5- . th .0 _- .......... __6-5 - ' 1!3 120 if-- 14-111 14 1j2 114 QD[:rK:'vnA-1 I- N S- L-1 M I SHEET- WITHOUT - -B - - - I WITH OS&Y APPLICATION SIZE Designed for installation on potable water lines connections in ,MN Irin--- sys',ems to protect against both backsiphonage and VALVES of polluted water into the potable water supply. -4k%- Model 350ADA shall provide protection where a potential health 12 305 hazard does not exist. Incorporates metered by-pass to detect in. nini leaks and unauthorized water use. (with OS&Y gates) {with BGVIC valves) IbS- kg ==AT110=C 2 1127' i�ioriitiiiiiiworkingwaterpressure 175 PSI r-crlldng water temperature 140 °F -m--r t pressure 350 PSI End connections (Grooved for steel pipe) RvvvvA C 6 0- 6 (Flanged) ANSI B-161 ------ ---- with flanged end OS & Y gate valves (sta! 11;1. r 11, ... ........ Lj - with rern Ir- Lj - with apm meter FG wnh 4:ianced "Nat Gate R --,r nairlit (rubber only' - -ji 01 Thermal expansion tank (Model kWTP) Q OS & Y Gate valve tamper switch (OSY-40) Test Cock Lock (Model TCL24) ws*N5:"-zN1S!0NS & WEIGHTS (do not include pkg.) __ YVEIGFif MODEL Z�9 3�-- �j 4— : I.-, 7i.- i �,5- _- .......... __6-5 - ' 1!3 120 if-- 14-111 14 1j2 114 WITH 36MA WITHOUT MM OS&Y I WITH OS&Y BUTTERFLY SIZE GATES GATES(G)a:) GATES (GXG) VALVES 8 10 J21 C.- al� 978 12E� c4lc 12 305 (GXG) in. nini lbs. k9 [bS- I kg IbS- kg lb& kg 1 —; 11 207 94 1101 199 90.3 123.8 56 -2 I F2 3 80 812 216 224 .5, 214 97 1 124.4 565 245 I 1111 1 219 99A 123 55.8 1 6 1510 141 i 64 377 171 1 347 158 193 87.6 200 302 137 778 �342 3 410 186 10 250 355 161 1_1040 147271 918 1416.5 -527-F 2-3-9-3-1 DIMENSION (appm)&nate-) D-= Q : _ °-_ -_(9,I B ZO N TA L & VE Rn CA L) ti x1 is--d 1048 • AVMA Compliant C510 (with gates only) CSA@ Certified (4"-8") UL0 Classified ;U- Mroi and HVQ1rau1!C Hle5earch at U-1- university G. i —4i r-- m i xa. i-z= T`1 i i ni i I I nn L—:- 7 iiil A r, -in i-- r= _npy! MODEL 350ADA with OS&Y option MODEL 350ADA with BGVIC option 350 ANTH B LESS E ADA A BUTTERFLY GATE C D SIZE I VALVES I I OS&Y OPEN VALVES L in rmT in i -.U-, m mm in mum in =nj in Tom E EWTH OS&Y BUTTERFLY F I G CLOSED VALVES in- mm in nvn in 1. in 2 1,-, ?5 1M 892 32 11a 816 120 US 511 4 If., ! 114 f Z�9 3�-- �j 4— : I.-, 7i.- i �,5- _- .......... __6-5 - ' 1!3 120 if-- 14-111 14 1j2 114 T ---------------------------- -- ----- ------ ----- - - -------- 9 229! 18 71a 4T- ! 15 1 1 513 3-97! 8 !203, 6 1152171W 1841 4 1 C.,, 3,H i w 33 1 -841 1197;315_, 114 7T M -- 25— 657 122 149 Q 101,2 257 22314 578 20118 765 11811414641 23 3M 603 9118 10118 232, 6 1521 178 8 10 J21 C.- al� 978 12E� c4lc 12 305 37 314 959 29114 74311115116 !7 12 216 11 50 -250 64 518 IT2 1-T 53 2 1485 38112!9781 10 254 I 12 ;�305,45314 1162 353/8 M i 13 5116 338 812 216 3 12 305 Page I of 2 01 E 0 0 .00 F C D 0 0 G Attention: Model 350ADA (grooved body) and Model 350DA (flange body) have different lay lengths. FLOW CHARACTERISTICS MODEL 360ADA 21M-, 3" & 4" (STANDARD & METRIC) FLOW RATES (VS) 0.0 12.6 25.2 37.9 6 16 a W10 w Ir 6 N W W Be 0 d 0 0.0 -°� 16 d 0 10 R 5 _ N h W K 0 200 400 600 FLOW RATES (GPM) MODEL 360ADA 6",8" 8:10" (STANDARD & METRIC) FLOW RATES (VS) 63.1 1262 189.3 6 0 1000 2000 3000 FLOW RATES (GPM) p Rated Flow (Established by approval agencies) TYPICAL INSTALLATION Local codes shall govern installation requirements. Unless o -the^ iSe specified, the assembly shall be mounted at a mini- mum of 12" (305mm) and a maximum of 30" (762mm) above adequate drains with sufficient side Gearence for testing and rnainienance. The installation shall be made so that no part of the unit can be submerged. 50.5 104 m 69 o w 35 y W 0 W d 800 252.4 104 a 69 p J W 35 S W W Q d Capacity thru Schedule 40 Pipe (GPM) Pipe size 5 ft/sec 7.5 ft/sec 10ft/sec 15 ft/sec 2 1/2" 75 112 149 224 3" 115 173 230 346 4" 198 298 397 595 6" 450 675 900 1351 8" 780 1169 1559 2339 10" 1229 1843 2458 3687 12" 1763 2644 3525 5288 PROTECTIVE MODEL 350ADABGVIC (VERTICAL INSTALLATION) MODEL 360ADA (OUTDOOR INSTALLATION) SPECIFICATIONS The Double Check Dete�:cr _ The main body and access cover shall be epoxy coat Y = ___ ._ .._. _:. _:: 5_ = ........ _'. . ;�: ::-::: :.. _ :--:�: i ge iii _ _ _ "�• r c � : : L ^ ri i' -�, ?.p:? � ..:mac _ _ q[$ �• =» ...v-- .._... __ _..�:. ,,.. _..-_-=._.c ,..c:.:.o..c..._,• ..._..__:.,,..._:'E::_ - . de-vi— rQ:T! the ilne. Tt3e ± f0(IDfB Check VeieCLQr Backflow Prwr (:_;;;; r -• - - _ - _ -- - 9051405 -1232 Product SuFr:.� Hlelmp . _ _ = _ edyc z v: Series IBR In- Building Risers Sizes: 4" — 10" (102 — 250mm) Features • Cost savings • Corrosion resistant stainless steel construction, type 304SST • Ease of installation and light weight allows one person to position and handle the riser • Minimal site preparation; joint restraint one -piece construction reduces time and labor; no missing parts, no leaks; easily identifiable for approvals • UUFM approved • Sizes: available in 4" —10" (100- 250mm) with various lengths to meet all local requirements • Designed to meet NFPA 24 Section 8 -3.2 • AWWA C900 Inlet/DIP • AWWA C606 Outlet ES- A- InBuildingRiser AM ES FIRE & WATER WORKS Series IBR In- Building Risers are used to connect the main fire supply to the building overhead fire system. The fitting passes under the foundation without joints and extends up through the floor. Provided with installation tabs, the unit has a CIPS (Cast Iron Pipe Size) coupler for easy connec- tion to the underground supply (AWWA C900 PVC and Ductile Iron Pipe) and industry standard grooved -end connection (AWWA C606) on the building side for easy connection to the overhead fire sprinkler system. Ames In- Building Risers are precision engineered and manufactured to provide exceptional reliability and reduce installation time & labor costs associated with field assembly. In accordance with NFPA -24, the UUFM approved In- Building Risers replace numerous fittings, elbows & spools and reduces the possibility of leaks or failure in comparison to traditional installation methods and materials. Factory tested integrity ensures the highest quality installation. The use of stainless steel significantly increas- es the reliability and life of the riser. Job Name Contractor Job Location Approval Engineer Contractor's P.O. No. Approval Representative Ames product specifications in U.S. customary units and metric are appro)dmate and are provided for reference only. For precise measurements, please centactAmes Technical Service. Ames reserves the right to change or modify product design, construction, specifications, or materials without prior notice and without Incurring any obligation to make such changes and modifications on Ames products previously or subsequently sold. www.amesfirewatercom Specifications In- Building Riser shall be installed as indicated on the plans. Riser shall be composed of a single extended 90 degree fitting of fabricated 304 stainless steel tub- ing, maximum working pressure 200psi (14 bar). The fitting shall have a grooved -end connection on the outlet (building) side and a CIPS coupler on the inlet (underground) side. The In- Building Riser shall be an Ames Fire & Waterworks Series IBR. Standards NFPA — Designed to allow the contractor to conform to NFPA 24 Section 8 -3.2: Where ­a riser is dlose to building undations, under- ground fittings of proper design and type shall be used to avoid pipe joints being located under the founda- tions. NFPA — 24, 7.1.1,8 -3.4 End Connections: Approvals Horizontal End: Mates with Ductile Iron Pipe and Fittings FM class 1920 AWWA C900 Pipe (PVC Pipe with Ductile Iron Pipe UL (HICQA) (4 " -10 ") Equivalent OD's) O0� Utilizes Gasket conforming to UL 157 with "Lock in" ° gasket configuration Dimensions — Weights SHE- A Grooved End I (Flange Optional) i I BI I CIPS Coupling ' Tie -Rod Bracket SIZE (ON) A mm in. mm 4 'WEIGHT 4.80 in. mm A (00) in. mm K B cm it c cm lbs. kg 4 102 4Y2 114 6 183 6 183 71 32 6 150 6% 114 6 183 6 183 98 44 8 200 85/a 114 6 183 6 183 129 59 10 250 103/4 114 6 183 1 6 183 1 202 92 Consult factory for custom leg dimensions. SIZE (ON) MATING PIPE 11 A mm in. mm 4 102 4.80 122 6 150 6.90 175 8 200 9.05 230 10 250 11.10 282 Vertical End: Meets AWWA C -606 dimensions for roll grooved pipe Meets AWWA C -207 class D for flanges Ratings Meets AWWA C -900 pressure class 200, DR 14 Pipe Testing Welds are 100% leak tested at the factory SIZE DESIGN PROOF in. mm psi bar 4 102 1000 70 6 150 1000 70 8 200 800 56 10 250 800 56 IMPORTANT• Inquire with goveming authorities for local installation requirements. AMES •9001 FIRE&WATERWORKs A Division of Watts Regulator Company www.amesfirewatercom I cERnRED 1427 North Market Blvd. • Suite #9 • Sacramento, CA 95834 • Phone: 916 - 928 -0123 • Fax: 916 - 928 -9333 ES- A- InBuildingRiser 0536 ©Ames Fire & Waterworks 2005 SECTION B -1 N.R.S. RESILIENT WEDGE MUEII@r Co. GATE VALVES UL/FM Rev. 2-03 - - P- 2360 -20 (with M.J. Accessories *) P- 2360 -23 (less M.J. Accessories) • 4 ", 6 ", 8 ",10' AND 12' SIZES • MEETS OR EXCEEDS ALL APPLICABLE REQUIREMENTS OF UL 262 AND FM 112011130 SPECIFICATIONS AND COMPLIES WITH NSF-61 • IRON BODY WITH MUELLER® PRO- GARDT" FUSION EPDXY COATED INTERIOR & EXTERIOR SURFACES • NON-RISING BRONZE STEM FIRE-P ROTE C -'ION- P ROD UCTS MECHANICAL JOINT ENDS Indicator Post Style Stuffing box O-ring Seals 2" Square Operating Nut • RUBBER ENCAPSULATED IRON WEDGE • 200 PSIG (1379 KPA) MAXIMUM WORKING PRESSURE, 400 PSIG (2758 KPA) STATIC TEST • TRIPLE O-RING SEAL STUFFING BOX (2 UPPER & 1 LOWER O- RINGS) EPDXY COATING MEETS OR EXCEEDS ANSI/AWWAC550AND COMPLIES WITH NSF-61 PARTS LIST Catalog Part No. Description Material Material Standard G -16 Bonnet Bolts & Nuts Carbon Steel ASTM A307 Grade B, Zinc Plated G -27 Wrench Nut Cast Iron ASTMA126 CL.B G41 Smifing Box Bolts & Nuts Carbon Steel ASTM A307 Grade B, Zinc Plated G49 Stem Orin 3 Rubber ASTM D2000 G -152 StufEigg Box Cast Iron ASTMA126 CL.B G -200 Wrench Nut Cap Screw Carbon Steel ASTM A307 Grade B, T-rnc Plated G -201 Stuffing Box Seal Rubber ASTM D2000 G -203 Stem Bronze ASTM B138 G -205 Stem Nut Bronze ASTM B62 G -206 Guide Cap Bearings Thermal Plastic L G -208 Anti- friction Washers (2) Thermal Plastic 250" G -209 Wedge, Rubber Encapsulated Cast Iron* ASTMA126 CL.B G -210 Bonnet Cast Iron ASTMA126 CL.B G -211 Bonnet Gasket Rubber ASTM D2000 G-212 Body Cast Iron ASTM A126 CL.B DIMENSIONS Dimension Size 4" 16. 8" 10" 12" A 14.19" 18.00" 2150" 25.50" 28.62" FF 10.00" 11.50" 12.50" 14.75" 14.88" E 12.00" 12.00" 12.00" 12.00" 12.00" Q (B-) 430" 630" 830" 1030" 1230" DO 750" 9.50" 11.75" 14.00" 16.25" N 9.12" 11.12" 1337" 15.62" 17.88" L 2.50" 2.50" 2.50" 250" 2.50" DD 5.00" 6.50" 7.50" 9.75' 9.88" 0(m-b�-dam ) 4-7/8" 6 -7/8" 6-7/8" 8-718" 8 -7/8" To to opera 14 20.5 265 33 38.5 Weight(lbs) ** 1 120 186 280 405 540 +MJ accessories are included and palletized separately from valves. * Fully encapsulated in molded rubber with no iron exposed. L L ** All weights are in pounds and are approximate. FF Page 13442 GZ! 6.100 G152 G-01 G101 0-26 G-M G-210 G•16 6811 C-M G212 G209 G-206 k'3G TERI ROEil ELI ER M 0 M m a n Cerritos, California Union, New Jersey Call Potter - Roemer for current listings and approvals. Atlanta, Georgia ;, Dimensions are subject to manufacturers tolerance Wood Dale, Ilfnols and change without notice. We assume no responsi- - FIRE PROiECT/ ofll ;E�UtPME-Att�Flni�roNcMmProducts bitttyforltsaofsupetseded _o�voidsiata- EXPOSEO FIRE DEPT. INLET <@> ® CONNECTIONS - CLAPPER TYKE TWO -WAY WITH SINGLE CLAPPER REGULARLY FURNISHED: Cast brass two -way inlet body, swing clapper and pin lug swivel. Back or angle outlet as selected by Figure Number. Lettering as selected. Size 4"x 21/2" x 21/2 ". i 5 %'-pi o 4%* 6VA' 816' o i t0' ❑ Fig. 5710 ... Back Outlet ❑ Fig. 5716 ... Angle Outlet U/L Listed U/L Lusted FM Approved FM Approvers OPTIONAL FINISHES: ❑ — B Polished Brass ❑ — C Rough Chrome Plated ❑ — D Polished Chrome Plated LETTERING: ❑ AUTO. SPKR. ❑ STANDPIPE THREADS: ❑ NST ❑ Other TWO -WAY WITH OOUBLE CLAPPERS REGULARLY FURNISHED: Cast brass tiro -way inlet body, drop clappers and pin lug swivels. Size and outlet as selected by Figure Number. Lettering as selected. kT A r /2' B 11'/4" ❑ Fig. 5720 Series Back Outlet C ❑ Fig. 5730 Series 900 Angle Outlet OPTIONAL FINISHES: " ❑ — B Polished Brass ❑ — C Rough Chrome Plated ❑ — D Polished Chrome Plated LETTERING: ❑ AUTO. SPKR. ❑ STANDPIPE THREADS: ❑ NST O Other ALL DIMEN51UNS IN INCHES FlEMM %- VEEVVW 2 -1 -96 1 2 -1 -96 Met Approvals Outlet Approvals She A B C 0 Ff Mo. ® ® FAng� No. � Listed ® 5721 Yes Yes 5731 Yes Yes 4 x 21/2 x 21/2 71/2 111/2 81/2 11'/4 5722 No No 5732 No No 6x21/2 x21/2 91h 101/2 9 103/4 5723 No Yes 5733 No Yes 4 x 3 x 3 91/2 111/2 9�/2 11 5724 Yes No 5734 No No 6x 3 x 3 10 11 101h 11 ALL DIMEN51UNS IN INCHES FlEMM %- VEEVVW 2 -1 -96 1 2 -1 -96