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HomeMy WebLinkAboutFIRE PUMP SUBMISSION - 21-00656 - 2911 S Frontage Rd - Carpet Direct November 9, 2022 Stan Crittendon Madison Fire Department 26 N Center Rexburg, ID 83440 RE: Carpet Direct Fire Hydrant Pump Dear Mr. Crittendon: We have completed our design of a pump system to provide fire suppression flow to the new Carpet Direct building. Attached to this letter are design drawings, hydraulic calculations, and specification sheets. As outlined in our pre-design memorandum our approach to meeting the required Carpet Direct fire suppression flow was to place a fire hydrant on the northwest corner of the Carpet Direct property that will be supplied water from Wakeside Lake via a pump. The pump will be operated by a switch located adjacent to the fire hydrant, inside of a lockable electrical control box that will be secured with a Knox padlock. The intake into the lake will be screened and placed at an elevation that will allow pumping during periods where the water level is at its lowest. PVC pipe with a 160-psi pressure rating has been selected with 12-inch pipe used for the intake and 10-inch pipe between the pump station and hydrant. Specification sheets have been included for the fire hydrant, padlock, and pipe. The pre-design memorandum suggested using a dry pipe system that would drain the transmission pipe between the pump station and hydrant when not in use. To allow faster access to water, we have instead designed a system where the transmission pipe will stay wet. As a result, flow will be available almost immediately upon pump startup. Freezing concerns are addressed by burying the pipe a minimum depth of 6 feet. In addition, the pump enclosure will be insulated and heated to maintain temperature above 40° F. Detailed hydraulic calculations were prepared demonstrating the proposed pumping system’s ability to meet the flow requirement. Based on a flow of 1,750 gpm, a TDH of 141 feet is specified for the pump operating point. These criteria were selection to allow the 1,750-gpm flow to be supplied while maintaining 20 psi to the hydrant. A pump has not yet been selected; however, we are working with a pump supplier to select a vertical turbine pump meeting the above performance requirements. We recommend running the pump every 6 months to confirm operation and to exercise the pump. The intake screen should be cleaned and inspected at least every time the pump is tested. It is proposed that construction be completed in the spring when the water level is lowest to facilitate installation of the pump intake. Stan Crittendon November 9, 2022 Page 2 Please let us know if you have any questions. Sincerely, Ryan T. Christensen Attachments: Design Drawings Hydraulic Calculations Specification Sheets CC: Kay Burrell LOCATION MAPULTIMATE STEEL ERECTIONCARPET DIRECT FIRE PUMPS&A PROJECT NO. 22022NOVEMBER 2022VICINITY MAP11/09/2022REXBURGS F R O N T A G E R D HI G H W A Y 2 0 2911 S FRONTAGE RD, REXBURG, ID 83440PROJECT CONTACTS:DIGLINE (CALL BEFORE YOU DIG).............................................................................................................811ENGINEER.....................................................................RYAN CHRISTENSEN...........................................(208) 522-1244ULTIMATE STEEL ERECTION......................................KAY BURRELL.......................................................(208) 390-1194SYMBOL LEGEND:ABBREVIATIONS:INVINVERTELELEVATIONSTASTATIONDIA.DIAMETERTYPTYPICALAPPROXAPPROXIMATELYEXISTING ASPHALTEXISITNG BUILDINGGENERAL NOTE:1.NO CHANGES FROM DESIGN DRAWINGS ARE PERMITTED WITHOUT PRIOR APPROVAL FROM ENGINEERDRAWING INDEX:COVER SHEETC-1SITE PLAND-1DETAILS 0+001+002+003+004+005+006+007+007+134840.004850.004860.004840.004850.004860.001+00.002+00.003+00.004+00.005+00.006+00.007+00.007+50.00CARPET DIRECT FIRE PUMPSITE PLANDATEREVISIONSNO.BY1"=60'1"=60'DESIGNED:HORZ. SCALE:VERT. SCALE:DWADRAWN:22022C-1SHEET NO.PROJECT NO.RCSIZEB11/09/202230'60'0'SCALE IN FEETFIRE HYDRANTSEE DETAIL 1/D-1STA=0+54.18 EXISTING BUILDINGFIRE HYDRANTPUMP STATIONSTA: 6+50PUMP SEE SECTION A/D-1 STA=6+49.37 PROFILE VIEW10" PIPE @ 0%SURFACEWATER LEVEL6' MINEXISTING GRADEHORIZ/VERT EXAGGERATION = 8END OF INTAKE PIPE STA= AS NEEDEDINV=4842.10INV=4838.576' MIN11.25° 10" ELBOW STA= 6+13.00 11.25° 10" ELBOW STA= 6+30.85 INV=4823.00LAKE INTAKECOORDINATE WITHMADISON COUNTY FORROAD CROSSINGSET LOCKABLE BOX WITHPUMP ON/OFF CONTROLADJACENT TO HYDRANT CARPET DIRECT FIRE PUMPDETAILSDATEREVISIONSNO.BYVSCALEHSCALEDESIGNED:HORZ. SCALE:VERT. SCALE:DWADRAWN:22022D-1SHEET NO.PROJECT NO.RCSIZEB11/09/2022WATER INTAKE TO SUMP PUMP SECTIONSCALE: NTSFIRE HYDRANT DETAILSCALE: NTSWATER SURFACE LEVELEL= 4838.5624" DIA SCREENSEE NOTE 210 " PIPE FROM PUMP10" X 6" MJ REDUCER6" MJ 90° ELBOWCONCRETETHRUSTBLOCKCONCRETETHRUST BLOCKBUILDING SHALL BE INSULATED AND HEATED TOMAINTAIN A TEMPERATURE ABOVE 40° F. SETLOUVERS IN TWO WALLS OF THE ENCLOSURE THATCAN BE OPENED TO PROVIDE AIR CIRCULATIONDURING WARMER MONTHS.4' x 4' CONCRETE BOXUSE STRAPS TO AFFIX INTAKETO BARRICADECONCRETE BARRICADEAWWA C502 FIRE HYDRANT6.0' MINFIELD CORE1.0' MINWAFER STYLECHECK VALVE12" PIPELOW WATER LEVELAPPROX EL= 4828.56SUPPORT FOR PUMP TO BE SIZED BY PUMP SUPPLIERELECTRICAL TO BE SIZED BY PUMP SUPPLIERS4.0'APPROX EL = 4822.00APPROX EL = 4848.00APPROX EL = 4824.00NOTE:1.PUMP MUST BE OPERATED AT LEAST ONCEEVERY 6 MONTHS2.THE LAKE INTAKE SHALL BE SCREENED WITH AMAXIMUM OPENING SIZE OF 0.5". THE TOTALOPEN AREA OF THE INTAKE SHALL BE 158 IN2MINIMUM. THIS CAN BE ACHIEVED WITH A 2' DIAINTAKE AND A WIRE MESH SCREEN WITH 70%OPEN AREA. ALTERNATE INTAKES CAN BECONSIDERED. COORDINATE WITH ENGINEER TOENSURE ADEQUATE OPEN AREA IS INCLUDED.PUMP SHALL BE VERTICAL TURBINE PUMP WITHDESIGN POINT OF 1750 GPM AT 141' TDH10" STEEL PIPE10" STEEL TOPVC COUPLER Worst case scenario is low water in Lake. Flow =1750 gpm Lake water elevation =4838.6 ft (at time of survey) Drop to Low water =10 ft Lake low water level =4828.6 ft Headloss from lake to pump intake =1.1 ft Low water level at pump intake =4827.5 ft Headloss In 10-in Intake Pipe Length (ft) Ks (ft) Diameter (in) Vel. (fps)V2/2g Headloss (ft) Notes 12-inch plastic pipe 30 0.0050 12 4.96 0.38 0.35 Assumed uncoated steel for full length, check length Minor Losses - assume all 6-inch count KL 90° elbow 0 0.3 0 45° elbow 0 0.2 0 tee (thru)0 0.3 0 tee (side outlet)0 1 0 exit loss 1 1 1 entrance loss 0 0.5 0 Check Valve 0 0.6 0 gate valve 1 0.15 0.15 Sum of KL 1.15 0.38 0.44 Total 0.8 Headloss in Intake Length (ft) Ks (ft) Diameter (in) Vel. (fps)V2/2g Headloss (ft) Notes 24-in intake 0.5 0.0050 24 1.24 0.38 0.00 Assumed uncoated steel for full length, check length Minor Losses - assume all 16-inch count KL entrance loss 1 0.5 0.5 contraction 1 0.065 0.065 Assumes 60 deg angle Sum of KL 0.565 0.02 0.01 mesh screen 0.33 ft - Assumes 0.5-in wire mesh screen, 70% open area with 50% reduction in flow area Total 0.34 ft Lake Intake Calculations Flow =1750 gpm Pumping Water Level = 4827.5 ft For empty lake condition Headloss from pump intake Hydrant =71.1 ft Hydrant Elevation = 4851.0 ft Residual Pressure at Hydrant =20 psi Required head at hydrant = 4897.16 TDHmax =140.7 ft Required Hp =82.93 Hp @ 75% pump effeciency Headloss from Booster Intake to Hydrant Length (ft) # fittings KL Headloss/100'Headloss (ft) Notes Pump entrance estimate 1.0 Column loss table 17.7 8.5 1.51 Assumed 8" column, 1" shaft Discharge head estimate 1.5 Check valve table 1 10 7.9 90° elbow use KL*V^2/2/g 2 0.3 0.5 45° elbow use KL*V^2/2/g 4 0.2 0.6 10-inch PVC pipe Colebrook-White595.2 18.32 10-in to 6-in reducer use KL*V^2/2/g 1 0.065 0.1 6-inch 90 deg bend use KL*V^2/2/g 1 0.3 1.8 6-inch hydrant pipe Colebrook-White 6 2.79 Hydrant Loss Calculated 35.00 Total 71.1 ft Booster Pump Calculations for Carpet Direct Fire Pump AMERICAN Flow Control Submittal Information AMERICAN Flow Control Waterous Company P.O. Box 2727 125 Hardman Avenue South Birmingham, Al. 35202-2727 South St. Paul, Mn. 55075-1191 Phone: 1-800-326-8051 Phone: 1-888-266-3686 Fax: 1-800-610-3569 Fax: 1-800-601-2809 E-mail: afcsales@american-usa.com E-mail: afcsales@american-usa.com WWW.AMERICAN-USA.COM 5-1/4 WATEROUS PACER® TRAFFIC MODEL WB67-250 FIRE HYDRANT NOTES: 1. 250 psig rated working pressure. 2. This hydrant meets or exceeds all requirements of AWWA C502. 3. 10 in. upper standpipe (traffic section) is standard. 16 in., 22 in., 28 in. and 34 in. upper standpipes are available by special order. Nozzle elevation will vary accordingly. 4. 5-1/4” valve opening. 5. Hydrants are available with counterclockwise opening direction (open-left) or clockwise opening direction (open-right). 6. Operating nut and nozzle cap wrench nuts are available in various shapes and sizes. 7. Certified to NSF/ANSI/CAN 61 & NSF/ANSI 372. Page 1 of 4 FH11004 Issued: 3/25/2020 IL3576 AMERICAN Flow Control Waterous Company P.O. Box 2727 125 Hardman Avenue South Birmingham, Al. 35202-2727 South St. Paul, Mn. 55075-1191 Phone: 1-800-326-8051 Phone: 1-888-266-3686 Fax: 1-800-610-3569 Fax: 1-800-601-2809 E-mail: afcsales@american-usa.com E-mail: afcsales@american-usa.com WWW.AMERICAN-USA.COM Page 2 of 4 FH11004 Issued: 3/25/2020 IL3566 AMERICAN Flow Control Waterous Company P.O. Box 2727 125 Hardman Avenue South Birmingham, Al. 35202-2727 South St. Paul, Mn. 55075-1191 Phone: 1-800-326-8051 Phone: 1-888-266-3686 Fax: 1-800-610-3569 Fax: 1-800-601-2809 E-mail: afcsales@american-usa.com E-mail: afcsales@american-usa.com WWW.AMERICAN-USA.COM Page 3 of 4 FH11004 Issued: 3/25/2020 REF NO.DESCRIPTION MATERIAL 3 O-ring (Lower Valve Seat)Buna-N 6A Hex Head Bolt, 5/8-11 x 3-3/4”Zinc Plated Steel, ASTM A307 6B Hex Head Bolt, 5/8-11 x 3”Zinc Plated Steel, ASTM A307 6C Hex Nut, 5/8-11 (Above Ground)Zinc Plated Steel, ASTM A307 6C Hex Nut, 5/8-11 (Below Ground)Stainless Steel, Type 304, ASTM F594 7 Drain Plunger Red Brass, ASTM B135, UNS C23000 9A,9B Nozzle Cap Chain, Single or Double Zinc Plated Steel 10 Nozzle Cap, Hose or Pumper Ductile Iron, ASTM A536 Grade 65- 45-12 11 Cap Gasket, Hose or Pumper Neoprene 12 Nozzle, Hose Brass, ASTM B505, UNS C83600 12 Nozzle, Pumper Bronze, ASTM B584, UNS C87600 17 Operating Nut (One-Piece)Bronze, ASTM B763, UNS C86500 or UNS C86700 17A Lower Operating Nut Bronze 17B Upper Operating Nut Ductile Iron, ASTM A536 Grade 65- 45-12* 25 Rod Bushing Red Brass, ASTM B135, UNS C23000 29 Lower Standpipe Centrifugally Cast Ductile Iron Pipe, ANSI A21.51 (AWWA C151) 30 Crossarm Bronze, ASTM B763, UNS C99500 31 Valve Seat Bronze, ASTM B584, UNS C87600 34 Upper Valve Washer Ductile Iron, ASTM A536 Grade 65- 45-12 35 Main Valve Rubber Urethane 36 Lower Valve Washer Ductile Iron, ASTM A536 Grade 65-45- 12 / Epoxy Coated, AWWA C550 37 Hydrant Bottom Ductile Iron, ASTM A536 Grade 65-45- 12 / Epoxy Coated, AWWA C550 40 Upper Standpipe Centrifugally Cast Ductile Iron Pipe, ANSI A21.51 (AWWA C151) 56 Support Wheel Ductile Iron, ASTM A536 Grade 65- 45-12 57 O-ring (Operating Nut)Buna-N 59 O-ring (Support Wheel)Buna-N 60 Nozzle Section Ductile Iron, ASTM A536 Grade 65- 45-12 61 Bury Depth Plate Aluminum 61 Bury Depth Plate Washer Zinc Plated Steel 62B Upper Standpipe Flange Ductile Iron, ASTM A536 Grade 65- 45-12 63 Standpipe Flange Ductile Iron, ASTM A536 Grade 65- 45-12 64 Flange Lock Ring Stainless Steel, Type 430 67 Coupling Sleeve (two- halves)Gray Iron, ASTM A48 Class 30B 71 Upper Rod Steel Rod, ASTM A575 72 Lower Rod Steel Rod, ASTM A575 77 O-ring (Upper Valve Seat)Buna-N 81 Groove Pin, 3/32 x 7/16”Beryllium Copper 82 O-ring (Upper Tube Seal)Buna-N 83 O-ring (Lower Tube Seal)Buna-N REF NO.DESCRIPTION MATERIAL 84 O-ring (Support Wheel / Lower Standpipe)Buna-N 85 Support Tube Ductile Iron, ASTM A536 Grade 65- 45-12 86 Stop Nut, 1”-8 Zinc Plated Steel 87 Coupling Nut, 1/2-20 Brass 88 Coupling Stud, 1/2-20 x 2-9/16”Stainless Steel, Type 430 89 Nozzle Section Bushing Brass 90 Thrust Ring Polymer Bearing 92 Upper Standpipe Gasket Neoprene 99 Pipe Plug, 1/4 NPT Brass 101 Weathershield Nut Ductile Iron, ASTM A536 Grade 65- 45-12 102 Heavy Spirol Pin, 1/4 x 2-1/4”Stainless Steel, Type 302 113 Breakable Flange Ductile Iron, ASTM A536 Grade 65- 45-12 116 O-ring (Pumper Nozzle)Buna-N 117 Pumper Nozzle Retainer Ductile Iron, ASTM A536 Grade 65- 45-12 118 O-ring (Hose Nozzle)Buna-N 119 Hose Nozzle Retainer Ductile Iron, ASTM A536 Grade 65- 45-12 162 Weathershield Nut Gasket Nitrile 163 Nozzle, Pumper, Storz (with cap and gasket)Bronze and Aluminum 164 Nozzle Cap, Pumper, Storz Aluminum 165 Cap Gasket, Pumper, Storz Buna-N 173 Valve Seat Insert Bronze, ASTM B584, UNS C87600 174 Valve Seat Insert Gasket Nitrile 176 Stud, 5/8-11 x 5.650”Stainless Steel, Type 304, ASTM F593 179 Clevis Pin, 1/4 x 1-11/16”Stainless Steel, Type 18-8 180 Kickout Ring Stainless Steel, Type 18-8 *Bronze material optional for some nut sizes. Open Direction: Left (C.C.W.) Right (C.W.) AMERICAN Flow Control Waterous Company P.O. Box 2727 125 Hardman Avenue South Birmingham, Al. 35202-2727 South St. Paul, Mn. 55075-1191 Phone: 1-800-326-8051 Phone: 1-888-266-3686 Fax: 1-800-610-3569 Fax: 1-800-601-2809 E-mail: afcsales@american-usa.com E-mail: afcsales@american-usa.com WWW.AMERICAN-USA.COM Page 4 of 4 FH11004 Issued: 3/25/2020 IL3579 KNOX PADLOCKS™ MKT-KBSPEC-0028-E 1601 W. DEER VALLEY ROAD, PHOENIX, AZ 85027 | T. 800-552-5669 | F. 623-687-2290 | INFO@KNOXBOX.COM | KNOXBOX.COM © Knox Company. All rights reserved. EXTERIOR PADLOCK FEATURES AND BENEFITS Knox exterior padlocks utilize the same master key used with the Knox Rapid Access System. The exterior, heavy-duty Knox Padlocks (Models #3781, 3782, 3783) are built with a stainless-steel shackle designed for securing storage areas, temporary construction sites, gated communities, etc. The shrouded all-weather padlock (Model #3784) provides additional security against pry and cut attacks. The lock cylinder is UL 437 listed which demonstrates it has met the rigorous standard. Performance is tested with a battery of endurance and attack tests. FEATURES •All-weather rust-free stainless-steel Grade 6 shackle •Weather resistant body with durable weather cover includes: cylinder protection, sealed shackle holes, and drainage system •Available in 4”, 3” and 2” shackle lengths •Attack resistant •Key retaining (when open) •Precision pin cylinder •High-security shroud version available (for all Knox lock cores) •Authorized agency identification labels available: Fire (red); EMS (white); Police (blue); Sheriff (gold); Security (white) BENEFITS •New Shackle lengths support additional applications •Improved attack resistance provides longer service life •Key retention prevents dropped/lost keys •Utilizes the Knox master key solution INTERIOR PADLOCK FEATURES AND BENEFITS Knox interior padlocks utilize the same master key used with the Knox Rapid Access System. The interior Knox Padlock (Models 3771 and 3774) are designed to secure fire sprinkler control systems, hazardous chemical supplies, restricted utility areas, equipment lockers, and cases. The lock cylinder is UL Listed which demonstrates it has met the rigorous standard. Performance is tested with a battery of endurance and attack tests. FEATURES •Stainless steel shackle; 5/16” diameter available in 2-3/8” and 1-1/8” shackle options •Heavy-duty lock design and solid brass body resists pull attacks •Precision pin cylinder •Key retaining (when open) •Authorized agency identification labels available: Fire (red); EMS (white); Police (blue); Sheriff (gold); Security (white) BENEFITS •Two shackle lengths support additional applications •Key retention prevents dropped/lost keys •Utilizes Knox master key solution EXTERIOR USE Model #3781 EXTERIOR USE Model #3782 EXTERIOR USE Model #3784 EXTERIOR USE Model #3783 INTERIOR USE Model #3771 INTERIOR USE Model #3774 KNOX PADLOCKS™ MKT-KBSPEC-0028-E 1601 W. DEER VALLEY ROAD, PHOENIX, AZ 85027 | T. 800-552-5669 | F. 623-687-2290 | INFO@KNOXBOX.COM | KNOXBOX.COM © Knox Company. All rights reserved. ABOUT KNOX COMPANY Over forty years ago, a unique concept in rapid access for emergency response was born. The KnoxBox®, a high-security key lock box, was designed to provide rapid access for emergency responders to reduce response times, minimize injuries and protect property from forced entry. Today, one revolutionary lock box has grown into a complete system providing rapid access for public safety agencies, industries, military, and property owners across the world. The Knox Company is trusted by over 14,000 fire departments, law enforcement agencies, and governmental entities. MODEL #3781 3782 3783 3784 3771 3774 WHERE USED Gates with wide hasps Most standard applications and hasps Hasps with limited space or clearance Areas prone to attack or vandalism Interior applications: restricted areas, supply cabinets, lockers Interior applications: hasps with limited space or clearance TOTAL HEIGHT 7”5-1/2”4-3/8”4-3/8”4-15/16”3-11/16” SHACKLE LENGTH 3-7/8”2-3/8”1-1/4”1-1/8”2-3/8”1-1/8” SHACKLE DIAMETER 7/16”5/16” BODY DIMENSIONS 2-1/2” W x 1-3/8” D 2-1/16” W x 1-16” D MATERIAL Solid brass lock body and cylinder with all-weather plastic cover and stainless steel ASTM Grade 6 shackle Solid brass lock brass body and cylinder with stainless steel shackle PADLOCK Heavy-duty UL Listed cylinder LOCK Double-action rotating tumblers and hardened steel pins accessed by a biased cut key. PADLOCK TYPE: IF YOU HAVE KNOX PADLOCK MODEL:USE PADLOCK MODEL: MEDIUM SHACKLE 3770 3771 3782 – 2-3/8” shackle or 3781 – 3-7/8” shackle *Ensure hasp can accommodate thicker shackle when replacing 3771, which has a 5/16” shackle ALL WEATHER SHROUDED 3772 3784 - 1-1/8” shackle SHORT SHACKLE 3774 3783 – 1-1/4” shackle *Ensure hasp can accommodate thicker shackle when replacing 3774, which has a 5/16” shackle MODEL # CROSS REFERENCE TABLE The table below provides the recommended replacement model with new shackle options for your existing Knox padlock. The 3784 offers the highest security. Protected shackle, greatly reduces shackle attack, deters unauthorized entry. 1-1/4” H 2-3/8” H 3-7/8” H 1-3/8” D 2-1/2” W 2-1/16” W 1-1/16” D 1-1/8” H 2-3/8” H Available Pipe Sizes MARKETS DESCRIPTION Color: INSTALLATION› FEATURES › Irrigation Reclaim Sewer Unaffected by corrosive elements: sewer gas, sulfuric acid, alkaline, or acidic soils. Consistency in carrying capacity (flow coefficient, C=150), for savings in pumping and material costs. Gasket: ASTM F477 Joint: ASTM D3139 ASTM D2241 ASTM D1784 Cell Class 12454 ANSI/NSF 61/14, Uniform Plumbing Code � Lightweight, great for manual installation. Field-cut with a power saw or handsaw; bevel without complicated machinery. Does not need lining wrapping, coating, or cathodic protection to prevent galvanic corrosion. PRESSURE-RATED PVC PIPE IPS Pressure Ring-Tite Ring-Tite Joint • Flexible elastomeric Rieber® locked- in gasket provides a tight seal that protects and compensates for expansion, contraction, vibration or other movements. • Quick and easy to assemble with a simple push, there’s no field mixing or application of cement. • Meets or exceeds ASTM D3219 for joint tightness, including a 22-inch Hg vac uum and a 25-foot head pressure test. Spigot pipe ends are supplied from the factory with bevels. The bell is an integral part of the pipe length with the same strength. Rieber® sealing ring provides tight, flexible seal. Plumbing Nominal Laying Length: 20/22 feet (Laying length tolerances are in accordance with ASTM standards) ASTM D2241 63 psi SDR 64 100 psi SDR 41 125 psi SDR 32.5 160 psi SDR 26 200 psi SDR 21 250 psi SDR 17 WhiteBlueGreenPurple 1½”, 2”, 2½”, 3”, 4”, 5”, 6”, 8”, 10”, 12” IPS: BENEFITS SUBMITTAL AND DATA SHEET THIS PRODUCT IS MADE IN AMERICA PIPE SIZE (IN) AVERAGE O.D. (IN) NOM. I.D. (IN) MIN. T. (IN) AVG. E (IN) APPROX. D 9 (IN) APPROX. WGT (LBS/FT) PRESSURE CLASS 100 psi (SDR 41)* PIPE STIFFNESS: 28 psi 3 3.500 3.320 0.085 4.325 3.84 — 4 4.500 4.267 0.110 4.625 4.94 1.03 5 5.563 5.27 0.136 4.750 6.10 1.60 6 6.625 6.282 0.162 5.325 7.27 2.23 8 8.625 8.180 0.210 6.025 9.47 3.75 10 10.750 10.195 0.262 6.825 11.80 5.86 12 12.750 12.091 0.311 8.225 13.99 8.28 PRESSURE CLASS 63 psi (SDR 64)* PIPE STIFFNESS: 7 psi 6 6.625 6.40 0.104 5.325 7.20 1.60 8 8.625 8.33 0.135 6.025 9.30 2.40 10 10.750 10.39 0.168 6.825 11.50 3.80 12 12.750 12.32 0.199 8.225 13.80 5.30 PIPE SIZE (IN)AVERAGE O.D. (IN)NOM. I.D. (IN)MIN. T. (IN)AVG. E (IN)APPROX. D 9 (IN)APPROX. WGT (LBS/FT) PRESSURE CLASS 250 psi (SDR 17)* PIPE STIFFNESS: 437 psi 1½1.900 1.641 0.112 3.575 2.39 0.58 2 2.375 2.078 0.140 3.825 2.94 0.66 2½2.875 2.517 0.169 4.075 3.55 — 3 3.500 3.063 0.206 4.325 4.32 1.42 4 4.500 3.938 0.265 4.625 5.56 2.36 6 6.625 5.803 0.390 5.325 8.19 5.11 8 8.625 7.553 0.508 6.025 10.66 8.69 10 10.750 9.410 0.632 6.825 13.28 13.55 12 12.750 11.160 0.750 8.225 15.75 19.20 PRESSURE CLASS 200 psi (SDR 21)* PIPE STIFFNESS: 224 psi 1½1.900 1.709 0.090 3.575 2.26 0.44 2 2.375 2.135 0.113 3.825 2.83 0.54 2½2.875 2.585 0.137 4.075 3.42 0.79 3**3.500 3.146 0.167 4.325 4.17 1.17 4**4.500 4.046 0.214 4.625 5.36 1.93 6**6.625 5.955 0.316 5.325 7.89 4.23 8**8.625 7.754 0.410 6.025 10.27 7.18 10 10.750 9.667 0.511 6.825 12.79 11.20 12 12.750 11.465 0.606 8.225 15.17 15.82 CUSTOMER SERVICE:1.800.621.4404 PRINTED JUNE 2018 REV13 This information may have been updated. Please visit www.jmeagle.com for all updated information and warranty details. Product Standard: ASTM D2241 Pipe Compound: ASTM D1784 Cell Class 12454 Gasket: ASTM F477 Integral Bell Joint: ASTM D3139 Certifications: ANSI/NSF 61, ANSI/NSF 14*, Uniform Plumbing Code* Nominal Laying Length: 20/22 feet (Laying length tolerances are in accordance with ASTM standards) Installation: JM Eagle™ IPS Pressure Installation Guide I.D.: Inside Diameter O.D.: Outside Diameter T: Wall Thickness D9 : Bell Outside Diameter E : Distance between Assembly Mark and the end of the spigot. PRESSURE-RATED PVC PIPE IPS Pressure Ring-Tite PRESSURE CLASS 160 psi (SDR 26)* PIPE STIFFNESS: 115 psi 1½1.900 1.745 0.073 3.575 2.19 0.28 2 2.375 2.182 0.091 3.825 2.74 0.44 2½2.875 2.642 0.110 4.075 3.32 0.64 3 3.500 3.214 0.135 4.325 4.04 0.95 4 4.500 4.133 0.173 4.625 5.19 1.58 5 5.563 5.109 0.214 4.750 6.42 2.40 6 6.625 6.084 0.255 5.325 7.65 3.44 8 8.625 7.921 0.332 6.025 9.95 5.85 10 10.750 9.874 0.413 6.825 12.40 9.12 12 12.750 11.711 0.490 8.225 14.71 12.89 PRESSURE CLASS 125 psi (SDR 32.5)* PIPE STIFFNESS: 57 psi 1½1.900 1.773 0.060 3.575 2.14 — 2 2.375 2.220 0.073 3.825 2.67 — 2½2.875 2.688 0.088 4.075 3.23 — 3 3.500 3.271 0.108 4.325 3.93 0.77 4 4.500 4.207 0.138 4.625 5.05 1.28 5 5.563 5.200 0.171 4.750 6.25 2.00 6 6.625 6.193 0.204 5.325 7.44 2.79 8 8.625 8.063 0.265 6.025 9.69 4.70 10 10.750 10.048 0.331 6.825 12.07 7.35 12 12.750 11.919 0.392 8.225 14.32 10.36 *Supply may vary based on plant location. Please call regarding availability. **This item is also available with an Eagle Loc Joint. Please call for more details. Manning Coefficient (n) = 0.009 Hazen-Williams Coefficient (c) = 150