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HomeMy WebLinkAbout6221 YARROW DR; ; FPC2017-0061; Permitty of PERMIT REPORT C arlsbad Print Date: 10/20/2021 Job Address: 6221 YARROW DR, CARLSBAD, CA 92011-1550 Permit Type: FIRE-Construction Commercial Work Class: Underground Fire Parcel 4*: Track 4*: Valuation: $0.00 Lot 4*: Occupancy Group: Project 4*: #of Dwelling Units: Plan 4*: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check 4*: Plan Check U: Project Title: Description: YARROW BACKFLOW - UNDERGROUND REPACE EXISTING CHECK VALVE WITH NEW BACKFLOW DEVICE Applicant: WEST COAST UNDERGROUND P0 BOX 261108 SAN DIEGO, CA 92196-1108 (858) 689-7900 Permit No: FPC2017-0061 Status: Closed - Finaled Applied: 03/09/2017 Issued: 03/21/2017 Finaled Close Out: 09/16/2021 Inspector: Final Inspection: FEE AMOUNT FIRE Underground Piping with up to 4 Hyds/Risers $733.00 Total Fees: $733.00 Total Payments To Date: $733.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 1760-602-8561 f I www.carlsbadca.gov FFc2ir-ooI --- Fire Protection by Computer Design AMERICAN AUTOMATIC FIRE 9510 PATHWAY ST. SUITE B SANTEE, CA 92071 619-562-3010 Job Name : YARROW Building : 1 Location 6221 YARROW DR. CARLSBAD, CA System Contract Data File : Yarrow-Building 1-Calculations-30-2500.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 AMERICAN AUTOMATIC FIRE Page YARROW Date 3.3.17 Hydraulic Design Information Sheet Name - YARROW Date - 3.3.17 Location - 6221 YARROW DR. CARLSBAD, CA Building - 1 System No. - Contractor - Contract No. - Calculated By - Drawing No. - Construction: ( ) Combustible ( ) Non-Combustible Ceiling Height - Occupancy - S ( ) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 (X) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By . Date E M Area of Sprinkler Operation - 2500 System Type Sprinkler/Nozzle Density - .30 (X) Wet Make D Area Per Sprinkler - 120 ( ) Dry Model B Elevation at Highest Outlet - 15.8 ( ) Deluge Size 1/2" S Hose Allowance - Inside - 250 ( ) Preaction K-Factor 5.6 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.200 G Hose Allowance - Outside - N Note Calculation Flow Required - 1014.6 Press Required - 82.3 BASE OF RISER Summary C-Factor Used: 120 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 3.1.17 Cap. - T Time of Test - Rated Cap.- Elev.- E Static Press - 124.2 8 Press - R Residual Press - 90 Elev. - Well Flow - 8000 Proof Flow S Elevation - 0 U P Location - P L Source of Information - CARLSBAD FIRE DEPT Y C Commodity Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled Palletized % Rack M Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf O C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C AMERICAN AUTOMATIC FIRE Page 2 YARROW Date 3.3.17 City Water Supply: Demand: Cl - Static Pressure : 124.2 Dl - Elevation : 12.906 C2 - Residual Pressure: 90 D2 - System Flow :764.64 C2 - Residual Flow : 8000 D2 - System Pressure : 99.728 Hose ( Demand) : 250 D3 - System Demand :1014.64 Safety Margin : 23.722 150 . 140 130 "cr P 120 R11° E 100 C2 S90 I s80 U7° R6° E50 40 30 20 10 D4 1000 2000 3000 4000 5000 6000 7000 8000 9000 FLOW (N "1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Diagram AMERICAN AUTOMATIC FIRE Page 3 YARROW Date 3.3.17 36 HDI- UPI 95.4 22.8 49.3 -,100-,2 ..3 -4 -5 6 58.8 13.2 85. 95.4 I 85.6 95.4 22.8 49.3 -.,101--,8 .-,9 .,-10 +- 11 (-12 58.9 13.2 85. 190.8 / 171.3 95.5 22.8 49.3 - 102-4 14 .-, 15 - 16 _. 17 - 18 58.9 13.2 85. 286.3 / 257 95.8 22.9 49.3 -., 103-4 104-4 105.,- 1064- 20 4-21 59.1 13.2 85.7 382.1 15.9 -, 107.,- 23 23.9 398 4.3 +-25 1' 39317 371 3.4/ +-27 I 3901.3 374.4 2.6/ - 29 I 38717 377 1.9/ I 38E/.7 378.9 1.4/ 4- 33 I 384j3 380.3 0.9/ 4- 35 I 38314 381.2 0.6/ '4-37 I 38218 381.8 0.3/ 4-. 39 I 38315 382.1 0.1/ <- 41 I 38314 382.3 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Diagram AMERICAN AUTOMATIC FIRE Page 4 YARROW Date 3.3.17 I 0I 42 43 I I I 382/3 382.3 I 01 44 4- 45 I I / 382/3 382.3 /0/ 46 -. 47 I I I 382/3 382.3 /0/ 48 -, 49 I I 1 382/3 382.3 I 01 50 -+51 1' 1 I 382/3 382.3 I 01 52 .-, 53 I I / 382/3 382.3 /0/ 54-955 I I I 382/3 382.3 / 0/ 56 +-57 I I I 382/3 382.3 10/ 58 - 59 I I / 382/3 382.3 /0/ 60 - 61 I I I 382/3 382.3 I 01 62 - 63 I I / 382/3 382.3 /0/ 64 - 65 1 I I 382/3 382.3 101 66 - 67 I I / 382/3 382.3 /0/ 68 -. 69 I I I 382/3 382.3 /01 70 - 71 I I I 382/3 382.3 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Diagram AMERICAN AUTOMATIC FIRE YARROW /0/ 72 .- 73 I I / 3843 382.4 / 0.1/ 74 4- 75 Page 5 Date 3.3.17 95.4 286.3 398 390.3 385.7 383.4 382.5 382.3 382.3 382.3 382.3 382.3 382.3 382.3 382.3 382.2 1 4-7 4-13 <-19 <-22 <-24 <-26 <--28 <--30 <-324-34 (--364-38 <-40 <--42 4-44 <-46 <-48 <-504-524-54 <-56 <-58 <-60 <-62 <-644-664-68 <-.70 <-72 <-74 <-76 190.8 382.1 I 39317 I 38717 1 38413 1 38218 I 38214 1 38213 I 382/3 / 382/3 1 382/3 I 382/3 / 382/3 1 38213 1 38213 I 4.3/ 3.4/ 2.6/ 1.9/ 1.4/ 0.9/ 0.6/ 0.3/ 0.1/ 0 / 0 / 0 I 0 / 0 / 0 / 0 / 0 / 0 / 0 I 0 I 0 I 0 / 0 / 0 / 0 / 0.1 382.2 76<--78 85.6 257 366/6 / 374/4 / 376/9 / 381/2 / 382/1 / 382/3 / 38213 .1. 3821.3 .L 382/3 .L 38213 .1. 38213 .1. 382/3 / 382/3 / 382.5 6 <-124-184-214-234-25 <-27 <-29 <-31 <-33 <-35 <-37<-39 <-41 <-43 <-45 <-47 <-49 <-51 <--53 <-55 <-57 <-59 <--61 <-63 <-65 <-67 <-69 <- 71 <-73<-75 <-77 171.3 342.7 371 377 380.3 381.8 382.3 382.3 382.3 382.3 382.3 382.3 382.3 382.3 382.4 382.5 764.6 1014.6 1014.6 1014.6 77 <-78 <-TOP<1- BORI- UGI<-. UG4- BFI<-. BF2<- UGS<- UGO*- SRC 764.6 1014.6 1014.6 1014.6 1014.6 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary AMERICAN AUTOMATIC FIRE Page 6 YARROW Date 3.3.17 Fitting Legend Abbrev. Name ½ 3/4 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 90 Grvd-Vic Elbow #10 0 0 2 3 4 3.5 6 5 8 7 8.5 10 13 17 20 23 25 33 36 40 J 90'Tee-Branch Gry Vic #20 0 0 4.5 6 8 8.5 10.8 13 17 16 21 25 33 41 50 65 78 88 98 120 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 I NFPA 139O' Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zin Wilkins 450DA Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with . The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure I Flow Summary - STANDARD AMERICAN AUTOMATIC FIRE Page 7 YARROW Date 3.3.17 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. HDI 0.0 5.6 41.33 na 36.0 1 15.8 53.98 na 100 15.8 K= K @ UPI 45.38 na 36.55 2 15.8 K= K @ UPI 44.23 na 36.08 3 15.8 K= K @ UPI 44.03 na 36.0 4 15.8 K=K@UPI 44.1 na 36.03 5 15.8 K= K @ UPI 44.93 na 36.37 7 15.8 54.0 na 101 15.8 K= K @ UPI 45.4 na 36.56 8 15.8 K= K @ UPI 44.25 na 36.09 9 15.8 K= K @ UPI 44.05 na 36.01 10 15.8 K=K@UP1 44.12 na 36.04 11 15.8 K= K @ UPI 44.95 na 36.38 13 15.8 54.1 na 102 15.8 K = K © UP1 45.47 na 36.59 14 15.8 K= K @ UPI 44.32 na 36.12 15 15.8 K=K@UP1 44.12 na 36.04 16 15.8 K=K@UPI 44.19 na 36.07 17 15.8 K = K © UP1 45.02 na 36.4 19 15.8 54.29 na 103 15.8 K = K © UPI 45.63 na 36.65 104 15.8 K=K@UPI 44.47 na 36.18 105 15.8 K= K @ UPI 44.26 na 36.1 106 15.8 K=K@UPI 44.34 na 36.13 20 15.8 K=K@UP1 45.17 na 36.46 22 15.8 54.62 na 107 15.8 K = K @ UPI 53.9 na 39.83 24 15.8 54.98 na 26 15.8 55.33 na 28 15.8 55.67 na 30 15.8 56.01 na 32 15.8 56.35 na 34 15.8 56.69 na 36 15.8 57.02 na 38 15.8 57.35 na 40 15.8 57.69 na 42 15.8 58.02 na 44 15.8 58.35 na 46 15.8 58.68 na 48 15.8 59.01 na 50 15.8 59.34 na 52 15.8 59.68 na 54 15.8 60.01 na 56 15.8 60.34 na 58 15.8 60.67 na 60 15.8 61.0 na 62 15.8 61.34 na 64 15.8 61.67 na 66 15.8 62.0 na 68 15.8 62.33 na 70 15.8 62.66 na 72 15.8 62.99 na 74 15.8 63.33 na 76 15.8 63.96 na 6 15.8 54.25 na 12 15.8 54.27 na 18 15.8 54.34 na 21 15.8 54.5 na 23 15.8 54.77 na 25 15.8 55.08 na 27 15.8 55.4 na 29 15.8 55.71 na 0.3 120 7.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard AMERICAN AUTOMATIC FIRE Page 8 YARROW Date 3.3.17 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 31 15.8 56.04 na 33 15.8 56.36 na 35 15.8 56.69 na 37 15.8 57.02 na 39 15.8 57.35 na 41 15.8 57.69 na 43 15.8 58.02 na 45 15.8 58.35 na 47 15.8 58.68 na 49 15.8 59.01 na 51 15.8 59.34 na 53 15.8 59.68 na 55 15.8 60.01 na 57 15.8 60.34 na 59 15.8 60.67 na 61 15.8 61.0 na 63 15.8 61.34 na 65 15.8 61.67 na 67 15.8 62.0 na 69 15.8 62.33 na 71 15.8 62.66 na 73 15.8 62.99 na 75 15.8 63.33 na 77 15.8 63.96 na 78 15.8 66.54 na TORi 15.8 68.1 na BOR1 1.0 82.34 na UG1 -3.0 84.68 na UG4 -3.0 86.62 na BF1 -3.0 87.03 na BF2 -3.0 92.51 na UG5 -14.0 98.13 na UG6 -14.0 98.22 na SRC -14.0 99.73 na The maximum velocity is 17.21 and it occurs in the pipe between nodes 78 and TORi Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 250.0 Final Calculations - Hazen-Williams - 2007 AMERICAN AUTOMATIC FIRE Page 9 YARROW Date 3.3.17 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. I.G. or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn HD1 36.00 1.049 1T 5.0 2.000 41.326 K Factor = 5.60 to 120.0 0.0 5.000 0.0 UP1 36.0 0.3861 0.0 7.000 2.703 Vel = 13.36 0.0 36.00 44.029 K Factor = 5.43 1 -95.38 1.682 11 9.9 26.700 53.979 to 120.0 0.0 9.900 0.0 100 -95.38 -0.2349 0.0 36.600 -8.598 Vel = 13.77 100 36.55 1.682 0.0 12.000 45.381 K Factor @ node UP1 to 120.0 0.0 0.0 0.0 2 -58.83 -0.0961 0.0 12.000 -1.153 Vel = 8.49 2 36.08 1.682 0.0 12.000 44.228 K Factor@ node UP1 to 120.0 0.0 0.0 0.0 3 -22.75 -0.0166 0.0 12.000 -0.199 Vel = 3.28 3 36.00 1.682 0.0 12.000 44.029 K Factor@ node UP1 to 120.0 0.0 0.0 0.0 4 13.25 0.0061 0.0 12.000 0.073 Vel = 1.91 4 36.03 1.682 0.0 12.000 44.102 K Factor@ node UP1 to 120.0 0.0 0.0 0.0 5 49.28 0.0692 0.0 12.000 0.831 Vel = 7.12 5 36.36 1.682 11 9.9 38.500 44.933 K Factor @ node UP1 to 120.0 0.0 9.900 0.0 6 85.64 0.1925 0.0 48.400 9.315 Vel = 12.37 0.0 85.64 54.248 K Factor = 11.63 7 -95.41 1.682 11 9.9 26.700 54.004 to 120.0 0.0 9.900 0.0 101 -95.41 -0.2351 0.0 36.600 -8.603 Vel = 13.78 101 36.55 1.682 0.0 12.000 45.401 K Factor @ node UP1 to 120.0 0.0 0.0 0.0 8 -58.86 -0.0962 0.0 12.000 -1.154 Vel = 8.50 8 36.09 1.682 0.0 12.000 44.247 K Factor @ node UP1 to 120.0 0.0 0.0 0.0 9 -22.77 -0.0166 0.0 12.000 -0.199 Vel = 3.29 9 36.01 1.682 0.0 12.000 44.048 K Factor @ node UP1 to 120.0 0.0 0.0 0.0 10 13.24 0.0061 0.0 12.000 0.073 Vel = 1.91 10 36.04 1.682 0.0 12.000 44.121 K Factor@ node UP1 to 120.0 0.0 0.0 0.0 11 49.28 0.0692 0.0 12.000 0.831 Vel = 7.12 11 36.37 1.682 11 9.9 38.500 44.952 K Factor@ node UP1 to 120.0 0.0 9.900 0.0 12 85.65 0.1925 0.0 48.400 9.317 Vel = 12.37 0.0 85.65 54.269 K Factor = 11.63 13 -95.53 1.682 11 9.9 26.700 54.096 to 120.0 0.0 9.900 0.0 102 -95.53 -0.2356 0.0 36.600 -8.622 Vel = 13.79 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams AMERICAN AUTOMATIC FIRE Page 10 YARROW Date 3.3.17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. .1c'.or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pt Pn 102 36.59 1.682 0.0 12.000 45.474 K Factor @ node UP1 to 120.0 0.0 0.0 0.0 14 -58.94 -0.0964 0.0 12.000 -1.157 Vet = 8.51 14 36.12 1.682 0.0 12.000 44.317 K Factor@ node UP1 to 120.0 0.0 0.0 0.0 15 -22.82 -0.0167 0.0 12.000 -0.200 Vet = 3.29 15 36.03 1.682 0.0 12.000 44.117 K Factor @ node UP1 to 120.0 0.0 0.0 0.0 16 13.21 0.0061 0.0 12.000 0.073 Vet = 1.91 16 36.07 1.682 0.0 12.000 44.190 K Factor@ node UP1 to 120.0 0.0 0.0 0.0 17 49.28 0.0692 0.0 12.000 0.831 Vet = 7.12 17 36.40 1.682 11 9.9 38.500 45.021 K Factor@ node UP1 to 120.0 0.0 9.900 0.0 18 85.68 0.1926 0.0 48.400 9.323 Vet = 12.37 0.0 85.68 54.344 K Factor = 11.62 19 -95.76 1.682 11 9.9 26.700 54.290 to 120.0 0.0 9.900 0.0 103 -95.76 -0.2366 0.0 36.600 -8.661 Vet = 13.83 103 36.65 1.682 0.0 12.000 45.629 K Factor @ node UP1 to 120.0 0.0 0.0 0.0 104 -59.11 -0.0969 0.0 12.000 -1.163 Vet = 8.53 104 36.17 1.682 0.0 12.000 44.466 K Factor @ node UP1 to 120.0 0.0 0.0 0.0 105 -22.94 -0.0168 0.0 12.000 -0.202 Vet = 3.31 105 36.10 1.682 0.0 12.000 44.264 K Factor@ node UP1 to 120.0 0.0 0.0 0.0 106 13.16 0.0060 0.0 12.000 0.072 Vet = 1.90 106 36.12 1.682 0.0 12.000 44.336 K Factor@ node UP1 to 120.0 0.0 0.0 0.0 20 49.28 0.0692 0.0 12.000 0.831 Vet = 7.12 20 36.47 1.682 11 9.9 38.500 45.167 K Factor@ node UP1 to 120.0 0.0 9.900 0.0 21 85.75 0.1929 0.0 48.400 9.336 Vet = 12.38 0.0 85.75 54.503 K Factor = 11.62 22 -15.93 1.682 11 9.9 74.700 54.622 to 120.0 0.0 9.900 0.0 107 -15.93 -0.0086 0.0 84.600 -0.726 Vet = 2.30 107 39.83 1.682 11 9.9 38.500 53.896 K Factor@ node UP1 to 120.0 0.0 9.900 0.0 23 23.9 0.0181 0.0 48.400 0.878 Vet = 3.45 0.0 23.90 54.774 K Factor = 3.23 24 4.33 1.682 2J 19.799 113.100 54.979 to 120.0 0.0 19.799 0.0 25 4.33 0.0008 0.0 132.899 0.103 Vet = 0.63 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams AMERICAN AUTOMATIC FIRE Page 11 YARROW Date 3.3.17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv ******* Notes Point Qt Pt/Ft Eqv. Ln. Total Pf Pn 0.0 4.33 55.082 K Factor = 0.58 26 3.41 1.682 2J 19.799 113.100 55.329 to 120.0 0.0 19.799 0.0 27 3.41 0.0005 0.0 132.899 0.066 Vel = 0.49 0.0 3.41 55.395 K Factor = 0.46 28 2.62 1.682 2J 19.799 113.100 55.674 to 120.0 0.0 19.799 0.0 29 2.62 0.0003 0.0 132.899 0.040 Vel = 0.38 0.0 2.62 55.714 K Factor = 0.35 30 1.94 1.682 2J 19.799 113.100 56.015 to 120.0 0.0 19.799 0.0 31 1.94 0.0002 0.0 132.899 0.023 Vel = 0.28 0.0 1.94 56.038 K Factor = 0.26 32 1.38 1.682 2J 19.799 113.100 56.352 to 120.0 0.0 19.799 0.0 33 1.38 0.0001 0.0 132.899 0.012 Vel = 0.20 0.0 1.38 56.364 K Factor = 0.18 34 0.93 1.682 2J 19.799 113.100 56.687 to 120.0 0.0 19.799 0.0 35 0.93 0.0 0.0 132.899 0.006 Vel = 0.13 0.0 0.93 56.693 K Factor= 0.12 36 0.57 1.682 2J 19.799 113.100 57.020 to 120.0 0.0 19.799 0.0 37 0.57 0.0 0.0 132.899 0.003 Vel = 0.08 0.0 0.57 57.023 K Factor = 0.08 38 0.32 1.682 2J 19.799 113.100 57.353 to 120.0 0.0 19.799 0.0 39 0.32 0.0 0.0 132.899 0.001 Vel = 0.05 0.0 0.32 57.354 K Factor = 0.04 40 0.14 1.682 2J 19.799 113.100 57.685 to 120.0 0.0 19.799 0.0 41 0.14 0.0 0.0 132.899 0.001 Vel = 0.02 0.0 0.14 57.686 K Factor = 0.02 42 0.04 1.682 2J 19.799 113.100 58.017 to 120.0 0.0 19.799 0.0 43 0.04 0.0 0.0 132.899 0.0 Vel = 0.01 0.0 0.04 58.017 K Factor = 0.01 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams AMERICAN AUTOMATIC FIRE Page 12 YARROW Date 3.3.17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 44 0.01 1.682 2J 19.799 113.100 58.349 to 120.0 0.0 19.799 0.0 45 0.01 0.0 0.0 132.899 0.0 Vet = 0 0.0 0.01 58.349 K Factor = 0 46 0.0 1.682 2J 19.799 113.100 58.681 to 120.0 0.0 19.799 0.0 47 0.0 0.0 0.0 132.899 0.0 Vet = 0 0.0 0.0 S 58.681 K Factor = 0 48 0.0 1.682 2J 19.799 113.100 59.013 to 120.0 0.0 19.799 0.0 49 0.0 0.0 0.0 132.899 0.0 Vet = 0 0.0 0.0 59.013 K Factor =0 50 0.0 1.682 2J 19.799 113.100 59.345 to 120.0 0.0 19.799 0.0 51 0.0 0.0 0.0 132.899 0.0 Vet = 0 0.0 0.0 59.345 K Factor = 0 52 0.0 1.682 2J 19.799 113.100 59.676 to 120.0 0.0 19.799 0.0 53 0.0 0.0 0.0 132.899 0.0 Vet = 0 0.0 0.0 59.676 K Factor = 0 54 0.0 1.682 2J 19.799 113.100 60.008 to 120.0 0.0 19.799 0.0 55 0.0 0.0 0.0 132.899 0.0 Vet = 0 0.0 0.0 60.008 K Factor = 0 56 0.0 1.682 2J 19.799 113.100 60.340 to 120.0 0.0 19.799 0.0 57 0.0 0.0 0.0 132.899 0.0 Vet = 0 0.0 0.0 60.340 K Factor = 0 58 0.0 1.682 2J 19.799 113.100 60.672 to 120.0 0.0 19.799 0.0 59 0.0 0.0 0.0 132.899 0.0 Vet = 0 0.0 0.0 60.672 K Factor = 0 60 0.0 1.682 2J 19.799 113.100 61.004 to 120.0 0.0 19.799 0.0 61 0.0 0.0 0.0 132.899 0.0 Vet = 0 0.0 0.0 61.004 K Factor = 0 62 0.0 1.682 2J 19.799 113.100 61.336 to 120.0 0.0 19.799 0.0 63 0.0 0.0 0.0 132.899 0.0 Vet = 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final .Calculations - Hazen-Williams AMERICAN AUTOMATIC FIRE Page 13 YARROW Date 3.3.17 Hyd. Qa Qia. Fitting Pipe Pt Pt Ref. 'C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 0.0 61.336 K Factor = 0 64 0.0 1.682 2J 19.799 113.100 61.668 to 120.0 0.0 19.799 0.0 65 0.0 0.0 0.0 132.899 0.0 Vet = 0 0.0 0.0 61.668 K Factor = 0 66 0.0 1.682 2J 19.799 113.100 61.999 to 120.0 0.0 19.799 0.0 67 0.0 0.0 0.0 132.899 0.0 Vet = 0 0.0 0.0 61.999 K Factor = 0 68 0.0 1.682 2J 19.799 113.100 62.331 to 120.0 0.0 19.799 0.0 69 0.0 0.0 0.0 132.899 0.0 Vet = 0 0.0 0.0 62.331 K Factor = 0 70 0.0 1.682 2J 19.799 113.100 62.663 to 120.0 0.0 19.799 0.0 71 0.0 0.0 0.0 132.899 0.0 Vet = 0 0.0 0.0 62.663 K Factor = 0 72 0.03 1.682 2J 19.799 113.100 62.995 to 120.0 0.0 19.799 0.0 73 0.03 0.0 0.0 132.899 0.0 Vet = 0 0.0 0.03 62.995 K Factor = 0 74 0.11 1.682 2J 19.799 113.100 63.327 to 120.0 0.0 19.799 0.0 75 0.11 0.0 0.0 132.899 0.0 Vet = 0.02 0.0 0.11 63.327 K Factor = 0.01 1 95.38 4.26 0.0 10.000 53.979 to 120.0 0.0 0.0 0.0 7 95.38 0.0025 0.0 10.000 0.025 Vet = 2.15 7 95.42 4.26 0.0 10.000 54.004 to 120.0 0.0 0.0 0.0 13 190.8 0.0092 0.0 10.000 0.092 Vet = 4.29 13 95.52 4.26 0.0 10.000 54.096 to 120.0 0.0 0.0 0.0 19 286.32 0.0194 0.0 10.000 0.194 Vet = 6.44 19 95.77 4.26 0.0 10.000 54.290 to 120.0 0.0 0.0 0.0 22 382.09 0.0332 0.0 10.000 0.332 Vet = 8.60 22 15.93 4.26 0.0 10.000 54.622 to 120.0 0.0 0.0 0.0 24 398.02 0.0357 0.0 10.000 0.357 Vet = 8.96 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams AMERICAN AUTOMATIC FIRE Page 14 YARROW Date 3.3.17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. .1c'.or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 24 -4.33 4.26 0.0 10.000 54.979 to 120.0 0.0 0.0 0.0 26 393.69 0.0350 0.0 10.000 0.350 Vel = 8.86 26 -3.41 4.26 0.0 10.000 55.329 to 120.0 0.0 0.0 0.0 28 390.28 0.0345 0.0 10.000 0.345 Vel = 8.79 28 -2.62 4.26 0.0 10.000 55.674 to 120.0 0.0 0.0 0.0 30 387.66 0.0341 0.0 10.000 0.341 Vel = 8.73 30 -1.95 4.26 0.0 10.000 56.015 to 120.0 0.0 0.0 0.0 32 385.71 0.0337 0.0 10.000 0.337 Vel = 8.68 32 -1.38 4.26 0.0 10.000 56.352 to 120.0 0.0 0.0 0.0 34 384.33 0.0335 0.0 10.000 0.335 Vel = 8.65 34 -0.93 4.26 0.0 10.000 56.687 to 120.0 0.0 0.0 0.0 36 383.4 0.0333 0.0 10.000 0.333 Vel = 8.63 36 -0.57 4.26 0.0 10.000 57.020 to 120.0 0.0 0.0 0.0 38 382.83 0.0333 0.0 10.000 0.333 Vel = 8.62 38 -0.32 4.26 0.0 10.000 57.353 to 120.0 0.0 0.0 0.0 40 382.51 0.0332 0.0 10.000 0.332 Vel = 8.61 40 -0.14 4.26 0.0 10.000 57.685 to 120.0 0.0 0.0 0.0 42 382.37 0.0332 0.0 10.000 0.332 Vel = 8.61 42 -0.04 4.26 0.0 10.000 58.017 to 120.0 0.0 0.0 0.0 44 382.33 0.0332 0.0 10.000 0.332 Vel = 8.61 44 -0.01 4.26 0.0 10.000 58.349 to 120.0 0.0 0.0 0.0 46 382.32 0.0332 0.0 10.000 0.332 Vel = 8.61 46 0.0 4.26 0.0 10.000 58.681 to 120.0 0.0 0.0 0.0 48 382.32 0.0332 0.0 10.000 0.332 Vel = 8.61 48 0.0 4.26 0.0 10.000 59.013 to 120.0 0.0 0.0 0.0 50 382.32 0.0332 0.0 10.000 0.332 Vel = 8.61 50 0.0 4.26 0.0 10.000 59.345 to 120.0 0.0 0.0 0.0 52 382.32 0.0331 0.0 10.000 0.331 Vel = 8.61 52 0.0 4.26 0.0 10.000 59.676 to 120.0 0.0 0.0 0.0 54 382.32 0.0332 0.0 10.000 0.332 Vel = 8.61 54 0.0 4.26 0.0 10.000 60.008 to 120.0 0.0 0.0 0.0 56 382.32 0.0332 0.0 10.000 0.332 Vel = 8.61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final.Calculations - Hazen-Williams AMERICAN AUTOMATIC FIRE Page 15 YARROW Date 3.3.17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pt/Ft Eqv. Ln. Total Pf Pn 56 0.0 4.26 0.0 10.000 60.340 to 120.0 0.0 0.0 0.0 58 382.32 0.0332 0.0 10.000 0.332 Vet = 8.61 58 0.0 4.26 0.0 10.000 60.672 to 120.0 0.0 0.0 0.0 60 382.32 0.0332 0.0 10.000 0.332 Vet = 8.61 60 0.0 4.26 0.0 10.000 61.004 to 120.0 0.0 0.0 0.0 62 382.32 0.0332 0.0 10.000 0.332 Vet = 8.61 62 0.0 4.26 0.0 10.000 61.336 to 120.0 0.0 0.0 0.0 64 382.32 0.0332 0.0 10.000 0.332 Vet = 8.61 64 0.0 4.26 0.0 10.000 61.668 to 120.0 0.0 0.0 0.0 66 382.32 0.0331 0.0 10.000 0.331 Vet = 8.61 66 0.0 4.26 0.0 10.000 61.999 to 120.0 0.0 0.0 0.0 68 382.32 0.0332 0.0 10.000 0.332 Vet = 8.61 68 0.0 4.26 0.0 10.000 62.331 to 120.0 0.0 0.0 0.0 70 382.32 0.0332 0.0 10.000 0.332 Vet = 8.61 70 0.0 4.26 0.0 10.000 62.663 to 120.0 0.0 0.0 0.0 72 382.32 0.0332 0.0 10.000 0.332 Vet = 8.61 72 -0.03 4.26 0.0 10.000 62.995 to 120.0 0.0 0.0 0.0 74 382.29 0.0332 0.0 10.000 0.332 Vet = 8.61 74 -0.11 4.26 11 9.217 10.000 63.327 to 120.0 0.0 9.217 0.0 76 382.18 0.0331 0.0 19.217 0.637 Vet = 8.60 76 0.0 4.26 1J 21.067 56.700 63.964 to 120.0 0.0 21.067 0.0 78 382.18 0.0332 0.0 77.767 2.579 Vet = 8.60 0.0 382.18 66.543 K Factor= 46.85 6 85.64 4.26 0.0 10.000 54.248 to 120.0 0.0 0.0 0.0 12 85.64 0.0021 0.0 10.000 0.021 Vet = 1.93 12 85.66 4.26 0.0 10.000 54.269 to 120.0 0.0 0.0 0.0 18 171.3 0.0075 0.0 10.000 0.075 Vet = 3.86 18 85.68 4.26 0.0 10.000 54.344 to 120.0 0.0 0.0 0.0 21 256.98 0.0159 0.0 10.000 0.159 Vet = 5.78 21 85.75 4.26 0.0 10.000 54.503 to 120.0 0.0 0.0 0.0 23 342.73 0.0271 0.0 10.000 0.271 Vet = 7.71 23 23.89 4.26 0.0 10.000 54.774 to 120.0 0.0 0.0 0.0 25 366.62 0.0308 0.0 10.000 0.308 Vet = 8.25 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 FinaI,CaIcuIations - Hazen-Williams AMERICAN AUTOMATIC FIRE Page 16 YARROW Date 3.3.17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'C" or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pt Pn 25 4.33 4.26 0.0 10.000 55.082 to 120.0 0.0 0.0 0.0 27 370.95 0.0313 0.0 10.000 0.313 Vet = 8.35 27 3.42 4.26 0.0 10.000 55.395 to 120.0 0.0 0.0 0.0 29 374.37 0.0319 0.0 10.000 0.319 Vet = 8.43 29 2.62 4.26 0.0 10.000 55.714 to 120.0 0.0 0.0 0.0 31 376.99 0.0324 0.0 10.000 0.324 Vet = 8.49 31 1.94 4.26 0.0 10.000 56.038 to 120.0 0.0 0.0 0.0 33 378.93 0.0326 0.0 10.000 0.326 Vet = 8.53 33 1.38 4.26 0.0 10.000 56.364 to 120.0 0.0 0.0 0.0 35 380.31 0.0329 0.0 10.000 0.329 Vet = 8.56 35 0.93 4.26 0.0 10.000 56.693 to 120.0 0.0 0.0 0.0 37 381.24 0.0330 0.0 10.000 0.330 Vet = 8.58 37 0.57 4.26 0.0 10.000 57.023 to 120.0 0.0 0.0 0.0 39 381.81 0.0331 0.0 10.000 0.331 Vet = 8.59 39 0.32 4.26 0.0 10.000 57.354 to 120.0 0.0 0.0 0.0 41 382.13 0.0332 0.0 10.000 0.332 Vet = 8.60 41 0.14 4.26 0.0 10.000 57.686 to 120.0 0.0 0.0 0.0 43 382.27 0.0331 0.0 10.000 0.331 Vet = 8.60 43 0.05 4.26 0.0 10.000 58.017 to 120.0 0.0 0.0 0.0 45 382.32 0.0332 0.0 10.000 0.332 Vet = 8.61 45 0.0 4.26 0.0 10.000 58.349 to 120.0 0.0 0.0 0.0 47 382.32 0.0332 0.0 10.000 0.332 Vet = 8.61 47 0.0 4.26 0.0 10.000 58.681 to 120.0 0.0 0.0 0.0 49 382.32 0.0332 0.0 10.000 0.332 Vet = 8.61 49 0.0 4.26 0.0 10.000 59.013 to 120.0 0.0 0.0 0.0 51 382.32 0.0332 0.0 10.000 0.332 Vet = 8.61 51 0.0 4.26 0.0 10.000 59.345 to 120.0 0.0 0.0 0.0 53 382.32 0.0331 0.0 10.000 0.331 Vet = 8.61 53 0.0 4.26 0.0 10.000 59.676 to 120.0 0.0 0.0 0.0 55 382.32 0.0332 0.0 10.000 0.332 Vet = 8.61 55 0.0 4.26 0.0 10.000 60.008 to 120.0 0.0 0.0 0.0 57 382.32 0.0332 0.0 10.000 0.332 Vet = 8.61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams AMERICAN AUTOMATIC FIRE Page 17 YARROW Date 3.3.17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pt/Ft Eqv. Ln. Total Pt Pn 57 0.0 4.26 0.0 10.000 60.340 to 120.0 0.0 0.0 0.0 59 382.32 0.0332 0.0 10.000 0.332 Vel = 8.61 59 0.0 4.26 0.0 10.000 60.672 to 120.0 0.0 0.0 0.0 61 382.32 0.0332 0.0 10.000 0.332 Vel = 8.61 61 0.0 4.26 0.0 10.000 61.004 to 120.0 0.0 0.0 0.0 63 382.32 0.0332 0.0 10.000 0.332 Vel = 8.61 63 0.0 4.26 0.0 10.000 61.336 to 120.0 0.0 0.0 0.0 65 382.32 0.0332 0.0 10.000 0.332 Vel = 8.61 65 0.0 4.26 0.0 10.000 61.668 to 120.0 0.0 0.0 0.0 67 382.32 0.0331 0.0 10.000 0.331 Vel = 8.61 67 0.0 4.26 0.0 10.000 61.999 to 120.0 0.0 0.0 0.0 69 382.32 0.0332 0.0 10.000 0.332 Vel = 8.61 69 0.0 4.26 0.0 10.000 62.331 to 120.0 0.0 0.0 0.0 71 382.32 0.0332 0.0 10.000 0.332 Vel = 8.61 71 0.0 4.26 0.0 10.000 62.663 to 120.0 0.0 0.0 0.0 73 382.32 0.0332 0.0 10.000 0.332 Vel = 8.61 73 0.04 4.26 0.0 10.000 62.995 to 120.0 0.0 0.0 0.0 75 382.36 0.0332 0.0 10.000 0.332 Vel = 8.61 75 0.11 4.26 11 9.217 10.000 63.327 to 120.0 0.0 9.217 0.0 77 382.47 0.0332 0.0 19.217 0.638 Vel = 8.61 77 0.0 4.26 1J 21.067 56.560 63.965 to 120.0 0.0 21.067 0.0 78 382.47 0.0332 0.0 77.627 2.578 Vel = 8.61 78 382.17 4.26 ii 9.217 3.800 66.543 to 120.0 0.0 9.217 0.0 TORi 764.64 0.1196 0.0 13.017 1.557 Vel = 17.21 TORi 0.0 4.26 lB 15.8 20.700 68.100 to 120.0 1s 28.968 44.768 6.410 BOR1 764.64 0.1196 0.0 65.468 7.831 Vel = 17.21 0.0 764.64 82.341 K Factor = 84.27 BOR1 1014.64 6.16 1E 20.084 4.000 82.341 Qa=250 to 140.0 0.0 20.084 1.732 UG1 1014.64 0.0252 0.0 24.084 0.607 Vel = 10.92 UG1 0.0 6.16 1E 20.084 57.000 84.680 to 140.0 0.0 20.084 0.0 UG4 1014.64 0.0252 0.0 77.084 1.942 Vel = 10.92 UG4 0.0 8.27 1 E 28.468 39.000 86.622 to 140.0 0.0 28.468 0.0 BF1 1014.64 0.0060 0.0 67.468 0.405 Vel = 6.06 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 FinahCalculations - Hazen-Williams AMERICAN AUTOMATIC FIRE Page 18 YARROW Date 3.3.17 Hyd. Ref. Qa Dia. 'C" Fitting or Pipe Ftng's Pt Pt Pe Pv Notes Point Qt Pt/Ft Eqv. Ln. Total Pf Pn BF1 0.0 8.27 3E 85.404 12.000 87.027 to 140.0 iZin 0.0 85.404 4.903 * * Fixed Loss = 4.903 BF2 1014.64 0.0060 0.0 97.404 0.584 Vel = 6.06 BF2 0.0 8.27 1E 28.468 58.000 92.514 to 140.0 iT 55.354 83.822 4.764 UG5 1014.64 0.0060 0.0 141.822 0.852 Vel = 6.06 UG5 0.0 12.34 iT 93.767 7.500 98.130 to 140.0 0.0 93.767 0.0 UG6 1014.64 0.0008 0.0 101.267 0.086 Vel = 2.72 UG6 0.0 6.16 iT 43.037 17.000 98.216 to 140.0 0.0 43.037 0.0 SRC 1014.64 0.0252 0.0 60.037 1.512 Vel = 10.92 0.0 1014.64 99.728 K Factor = 101.60 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ueaking Summary AMERICAN AUTOMATIC FIRE Page 19 YARROW Date 3.3.17 Auto Peaking Summary - List of Pipes for Area Calculated Left Right Side Side From To Length From To Length 5 6 38.500 1 100 26.700 11 12 38.500 7 101 26.700 17 18 38.500 13 102 26.700 20 21 38.500 19 103 26.700 107 23 38.500 22 107 74.700 Flow Safety Pressure Required Margin Differential Left 12.000 I 1014.658 23.724 -0.002 Area Calculated I 1014.643 23.722 0.000 Right 12.000 I 1014.940 24.409 -0.688 Typical Distance Between Heads = 12.000 Split Point Used in Worst Area Peaked = 3 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 M ~~ [1 I (cLt€1111 ! I Series 3800 Restrained Coupling The Series 3800 are designed to restrain forces based on the maximum working pressure ratings listed in the Pressure Ratings Table. Forces experienced due to expansion/contraction of the pipe require special consideration. For use on water or wastewater pipelines subject to hydrostatic pressure and tested in accordance with either AWWA C600 or ASTM D2774. Features and Applications: For use on: Ductile Iron Pipe, 4 in. -48 in. C900 or ASTM D2241 PVC Pipe, 4 in. - 12 in. C905 PVC Pipe, 14 in. -36 in. Carbon Steel Pipe, 4 in. - 12 in. HDPE Pipe, 4 in. - 12 in. Minimum 2 to 1 Safety Factor MEGA-BOND® Restraint Coating System For more information regarding MEGA-BOND, refe to our web site at www.ebaa.com Constructed of ASTM A536 Ductile Iron Corrosion Resistant, low alloy, high strength steel bolts and nuts per ANSI/AWWA C111/A21.11 Couplings meets or exceeds the applicable requirements of: AWWAC219 ASTM A536 ANSI/AWWA C111/A21.11 ASTM D2000 4 3804 36.50 350 350 160 130 100 305 235 165 1-6 3806 49.40 350 350 160 130 1003052 165 . -I 8 3808 67.93 350 350 160 130 100 305 235 165 L10 3810 85.46 350 350 160 130 100 305 235 165 12 3812 103.98 350 350 160 130 100 305 235 165 1-14 3814 157.18 16 3816 183.02 350 . . 350 ---- - - - - - . 235 235 165125 165 80 125 80 381820164__250 200165 20 3820 229.93 250 . . . . - . - 200 165 - 364.24 250.- ..-.165 165 125 100 30 3830 540.60 250 . . - - - - . . 165 125 - L38366950250.--_ .--125 125 - 42 3842 1,219.48 250 fl48 ii,449.76 so - Special Notes For Use On HDPE Pipe For use on 4 inch through 12 inch HDPE only. The use of a pipe wall stiffening insert is required for use on HDPE pipe. The stiffeners must be sized to encompass the entire bearing length of the restraint devices. Pipe systems must be engineered to prevent movement causing fitting to slide or rotate. EBM products for HDPE are designed for underground pressurized fluid service and are pressure rated to match the pipe SDR pressure rating, de-rated as appropriate for service temperature. Maximum test pressure limited to pipe rated pressure. 0416-M Copyright 2016 © EBAA Iron, Inc - 2 Series 3800SübiiiiftãlRefiiénée Drà Wing 4in. 12 1n .4' 4 3804 4.80 4.50 14.0 9.5 4- 3/4 x 14 7.5 40 6 3806 690663 140 12 6-3/4 x14 75 4 8 38089.05 8.63 14.0 13.6 6- 3/4 x 14 7.5 -------40- 10 381011.10 10.75 4•0 12 3812 13.20 12.75 14.0 18.1 8-3/4 x 14 75 40 Specification Joint restraint to prevent axial separation shall be inccrporated into the design of the sleeve or coupling used to connect two plain ends of same or dissimilar materials, such as Ductile Iron pipe, steel pipe, PVC pipe (C900 or ASTM D2241) and or High Density Polyethylene (HDPE) pipe. Internal pipe wall stiffeners must be used when restraining HDPE. The restraint mechanism shall incorporate a plurality of individually actuating gripping surfaces to maximize restraint capability, and have torque limiting twist off -iuts to insure proper actuating of the restraint devices. The restraint devices shall be coated using MEGA-BONY. For complete spec fications on MEGA-BOND visit www. ebaa.com. The coupling sleeve internal surfaces (wetted parts) shall be lined Mth a minimum of 15 mils of fusion bonded epoxy conforming to the applicable requirements of ANSI/AWWA 0213. Sealing gaskets shall be constructed of SBR. The coating shall meet ANSI/NSF-61. Exterior surfaces shall be coated with a minimum of 6 mils of fusion bonded epoxy conforming to the applicable requirements of ANSI/AWWA C116/A21.16. Ductile Iron components hall meet or exceed the requirements of ASTM A536, and shall be tested in accordance with said standard. The restrained joining system shall meet the a3p1icab1e requirements of AWWA C219, ANSl/AWWA C111/A21.11, and ASTM D2000. The restrained coupling system shall be Series 3800 manufactured by E3AA Iron, Inc. "I) 3814XX 15.3 3816XX 17.4 3818XX 19.5 3820XX 21.6 3824XX 25.8 3830XX 32.0 3836XX 38.3 3842XX 44.5 3848XX 50.8 18.0 20.94 10- 3/4 x 18 18.0. 23.00 12 -3/4 x 18 18.0 25.10 12- 3/4 x 18 18.0 27.20 14-3/4 x18 18.0 32.64 16- 3/4 x 18 20.0 38.87__________20 -1x20 20.0 45.17 24- 1 x 20 24.0 55.57 28-1¼x24 24.0 61.87 32 -11/4 x 24 10.0 4° 100 40 100 40 :10.0 4° 10.0 :10.0 Inn 10.0 14 16 18 20 24 30 36 42 48 30 10 10 Series 3800 Submittal Reference Drawing -L4 in.- 48 *Specifying the Proper Series Number 4 inch through 12 inch For Nominal Pipe Sizes 4 inch through 12 inch the Series 3800 MEGA-COUPLING utilizes a common restraint ring for Ductile Iron Pipe (DIP), C900 PVC Pipe, ASTM D2241 PVC Pipe (IPS), Carbon Steel Pipe, and HDPE Pipe (with internal pipe wall stiffener for HDPE). The only item that needs to be specified during the order process for 4 inch through 12 inch is what type of gasket is required for joint assembly for the various pipe 0.D.'s:. 3800S for coupling either DIP, C900 PVC and or DIP 0.D. HDPE Pipe 3800T for coupling either Carbon Steel and or ASTM D2241 PVC 3800ST for coupling either DIP, C900 PVC or DIP O.D. HDPE Pipe on one side and either Carbon Steel or ASTM D2241 PVC on the other side 14 Inch through 48 Inch For Nominal Pipe sizes 14 inch and above the Series 3800 MEGA-COUPLING utilizes the Series 1100 MEGALUGO restraint on DIP and the Series 2000PV MEGALUG restraint on C905 PVC. Since the O.D. of both DIP and C905 PVC is the same, the EBM-SEALTM Improved Mechanical Joint Gasket is provided. 3800D1 for coupling DIP 3800PV for coupling C905 PVC L 38OODiPV for coupling one side DIP and other C9O5PVC Spacer Instructions (4 in. through 12 in only) Ductile Iron or C900 PVC O.D. Sized Pipe Steel or ASTM D2241 O.D. Sized Pipe (IPS O.D) For installation on For installation on IL I Steel or ASTM D2241 Ductile Iron or C900 O.D. Sized pipe, - PVC sized pipe, use r remove spacers and as received and install LL-_7 replace screws. Install LEI Z-1 per instructions. i r- __i per instructions. I I Installation Instructions L. Identify the pipe. The spacers under the actuating screws must be removed for use on ASTM D2241 O.D. sized pipe (4 inch through 12 in. only). The spacers must remain in place for use on Ductile Iron or C900 PVC O.D. sized pipe. (See spacer instructions above) Clean and inspect the pipe ends. Beveling of the ends is not necessary. If used on HDPE Pipe, a pipe wall stiffener insert that encompass the entire bearing length of the restraint devices must be installed prior to step two. . Install the threaded rods and hand tighten the nuts on each end. Gradually tighten the nuts in an alternating manner until the proper torque value has been reached, while maintaining the same distance between the rings and the ends of the body at all points around the rings. For 4 inch through 24 inch torque to 75-90 ft-lbs., for 30 and 48 inch torque to 120-150 ft.-lbs. 2. Place the end rings on the pipes with the lip extensions toward the pipe ends. For 4 inch through 12 the restraints will be the Series 2000HPV, for 14 inch and above Ductile Iron pipe the restraint ring will be the Series 1100 MEGALUG® and for C905 PVC 14 inch and above the restraint ringwill be the Series 2000PV MEGALUG. Lubricate and install the Standard Mechanical Joint Gasket. (Standard Mechanical Joint Gaskets must be used with Ductile Iron Pipe and C900 PVC pipe 4 inch through 12 inch while the EBAA-SEALTM Improved Mechanical Joint gasket is used on 14 inch and above. Transition gaskets must be used with Steel or ASTM D2241 pipe). 5. Hand tighten the actuating screws until all wedges are touching the pipes. Continue tightening the screws in an alternating manner until the torque limiting heads twist off. The screws may bottom out during this step. 3. Center the sleeve body over the ends of the pipes while maintaining a 1/2" to 1" gap between the pipe ends. Slide the gaskets and end rings toward the sleeve body. Members of... - - Z-AW, EY~Y' AMERICAN FOUNDRY SOCIETY EBAA IRON Sales, Inc. RO. Box 857, Eastland, IX 16448 Tel: (254) 6291731 Fax: (254) 629•8931 (800) 433.1716 within US and Canada contact@ebaa.com www.ebaa.com BUILDING CONNECTIONS EXPOSED INLET 12-9 LU lz IL N LU w U. m LU D w U- ®SIGMA FLANGED FITTINGS CAST IRON/DUCTILE IRON INDEX - FLANGED FITTINGS BENDS 90 Deg Bends................................................................2 45 Deg Bends................................................................2 22 1/2 Deg Bends..........................................................2 111/4 Deg Bends..........................................................2 90 Deg Reducing Bends ...............................................3 90 Deg Long Radius Bends ..........................................4 90 Deg Base Bends ......................................................4 BLIND FLANGES - Solid and Tapped .........................12 CROSSES.................................................................5,7 FLARES........................................................................... Straight Flare Pieces ...................................................13 90 Deg Flare Bends.....................................................13 90 Deg Flare Bends, Long Radius ..............................13 REDUCERS Concentric Reducers...................................................10 Eccentric Reducers......................................................11 TEES Size-on-size, Reducing Tees ..................................... 5, 6 BaseTees......................................................................8 Tees reducing on the run...............................................8 BullheadTees................................................................8 WYES 45 Deg Lateral Wyes ................................................. 8, 9 TrueWyes ...................................................................12 Boss and Tap Locations ..............................................14 Designation of Outlets .................................................15 International Standard ISMS Flanged Fittings..........16 BC JT~ OD - ----- -. FLANGE DETAILS Size OD BC T Hole Dia. Bolt Size No. Bolts 2 6.00 4.75 .62 .75 5/8 x 2 1/2 4 3 7.50 6.00 .75 .75 5/8 x 2 1/2 4 4 9.00 7.50 .94 .75 5/8 x 3 8 5 10.00 8.50 .94 .88 3/4x3 8 6 11.00 9.50 1.00 .88 3/4x31/2 8 8 13.50 11.75 1.12 .88 3/4x31/2 8 10 16.00 14.25 1.19 1.00 7/8x4 12 12 19.00 17.00 1.25 1.00 7/8x4 12 14 21.00 18.75 1.38 1.12 1x41/2 12 16 23.50 21.25 1.44 1.12 1x41/2 16 18 25.00 22.75 1.56 1.25 1 1/8x5 16 20 27.50 25.00 1.69 1.25 1 1/8x5 20 24 32.00 29.50 1.88 1.37 11/4x51/2 20 30 38.75 36.00 2.12 1.37 11/4x61/2 28 36 46.00 42.75 2.38 1.62 1 1/2x7 32 42 53.00 49.50 2.62 1.62 11/2 x7 1/2 36 48 59.50 56.00 2.75 1.62 1 1/2x8 44 54 66.25 62.75 3.00 2.00 1 1 3/4 x 8 1/2 1 44 BENDS. 1/8 (45 DEG) Size Wt. CAST IRON Item No. A R T DUCTILE IRO Item No. 2 12 N/A 2.5 2.41 .31 DFB245 3 20 N/A 3.0 3.62 .48 DFB345 4 40 CFB445 4.0 4.81 .52 DFB445 5 45 N/A 4.5 6.04 .52 DFB545 6 55 CFB645 5.0 7.25 .55 DFB645 8 90 CFB845 5.5 8.44 .60 DFB845 10 130 CFB1045 6.5 10.88 .80 DFB1045 12 195 CFB1245 7.5 13.25 .87 DFB1245 14 220 N/A 7.5 12.06 .66 DFB1445 16 280 N/A 8.0 13.25 .70 DFB1645 18 325 N/A 8.5 14.50 .75 DFB1845 20 430 N/A 9.5 16.88 .80 DFB2045 24 630 N/A 11.0 18.12 .89 DFB2445 30 1120 N/A 15.0 27.75 1.03 DFB3045 36 1755 N/A 18.0 35.00 1.15 DFB3645 42 2600 N/A 21.0 42.25 1.28 DFB4245 48 3580 N/A 24.0 49.50 1.42 DFB4845 54 1 5755 1 N/A 1 27.0 1 55.681 1.621 DFB5445 FLANGED FITTINGS CAST IRON/DUCTILE IRON ®SIGMA r-A-1 'N A 6R A T4 _A AT JR BENDS. 1/4 (90 DEG Size Wt. CAST IRON Item No. A R T DUCTILE IRON Item No. 2 16 N/A 4.5 3.0 .31 DFB290 3 25 N/A 5.5 4.0 .48 DFB390 4 40 CFB490 6.5 4.5 .52 DFB490 5 52 N/A 7.5 5.5 .52 DFB590 6 65 CFB690 8.0 6.0 .55 DFB690 8 105 CFB890 9.0 7.0 .60 DFB890 10 165 CFB1090 11.0 9.0 .80 DFB1090 12 235 CFB1290 12.0 10.0 .87 DFB1290 14 290 N/A 14.0 11.5 .66 DFB1490 16 370 N/A 15.0 12.5 .70 DFB1690 18 450 N/A 16.5 14.0 .75 DFB1890 20 580 N/A 18.0 15.5 .80 DFB2090 24 900 N/A 22.0 18.5 .89 DFB2490 30 1430 N/A 25.0 21.5 1.03 DFB3090 36 2135 N/A 28.0 24.5 1.15 DFB3690 42 3055 N/A 31.0 27.5 1.28 DFB4290 48 4095 N/A 34.0 30.5 1.42 DF64890 54 1 6695 1 N/A 1 37.0 1 33.5 11.62 1 DFB5490 BENDS. 1/16 (22 1/2 DEG Size Wt. I CAST IRON Item No. A R T DUCTILE IRON Item No. 2 12 N/A 2.5 6.04 .31 DFB222 3 20 N/A 3.0 7.66 .48 DFB322 4 40 N/A 4.0 10.06 .52 DFB422 5 45 N/A 4.5 10.86 .52 DFB522 6 55 N/A 5.0 15.06 .55 DF8622 8 90 N/A 5.5 17.62 .60 DFB822 10 135 N/A 6.6 22.62 .80 DFB1022 12 205 N/A 7.5 27.62 .87 DFB1222 14 225 N/A 7.5 25.12 .66 DFB1422 16 285 N/A 8.0 27.62 .70 DF81622 18 335 N/A 8.5 30.19 .75 DFB1822 20 435 N/A 9.5 35.19 .80 DFB2022 24 640 N/A 11.0 37.69 .89 DFB2422 30 1135 N/A 15.0 57.81 1.03 DFB3022 36 1790 N/A 18.0 72.88 1.15 DFB3622 42 2665 N/A 21.0 88.00 1.28 DFB4222 48 1 3665 1 N/A 1 24.0 1103.06, 1.42 DFB4822 BENDS, 1/32 (11 1/4 DEG) Size Wt. CASTIROF Item No. A R - T DUCTILE IRON Item No. 2 12 N/A 2.5 12.69 .31 DFB211 3 20 N/A 3.0 15.25 .48 DFB311 4 40 N/A 4.0 20.31 .52 DFB411 5 45 N/A 4.5 22.85 .52 DFB511 6 55 N/A 5.0 30.50 .55 DFB611 8 90 N/A 5.5 35.50 .60 DFB811 10 135 N/A 6.5 45.69 .80 DFB1011 12 205 N/A 7.5 55.81 .87 DFB1211 14 225 N/A 7.5 50.75 .66 DFB1411 16 285 N/A 8.0 55.81 .70 DFB1611 18 335 N/A 8.5 60.90 .75 DFB1811 20 435 N/A 9.5 71.06 .80 DFB2011 24 645 N/A 11.0 76.12 .89 DFB2411 30 1150 N/A 15.0 116.75 1.03 DFB3011 36 1805 N/A 18.0 147.25 1.15 DFB3611 42 2680 N/A 21.0 177.69 1.28 DFB4211 48 3695 1 N/A 1 24.0 20812 1.42 DFB4811 Dimensions in inches Weights in pounds * Trademarks of SIGMA Corporation Available in gray cast iron and ductile iron. Manufactured in accordance with AWVA/ANSI C110/A21.10. 54' fittings are manufactured in accordance with manufacturer's standards in general guidance ofAWNAIANSI C110/A21.10 Flanges are drilled and faced in accordance with ANSI 1316.1 CLASS 125 FLANGED FITTINGS CAST IRON/DUCTILE IRON ®SIGMA REDUCING TEES Size Wt. CAST IRON Item No. H J T T, DUCTILE IRON Item No. 3 x 2 35 N/A 5.5 6.5 .48 .31 DFT32 4 x 2 50 N/A 6.5 6.5 .52 .31 DFT42 4 x 2 1/2 55 N/A 6.5 6.5 .52 .31 DFT425 4 x 3 60 N/A 6.5 6.5 .52 .48 DFT43 6 x 2 85 N/A 8.0 8.0 .55 .31 DFT62 6 x 3 85 N/A 8.0 8.0 .55 .48 DFT63 6 x 4 90 CFT64 8.0 8.0 .55 .52 DFT64 8 x 4 140 CFT84 9.0 9.0 .60 .52 DFT84 8 x 6 145 CFT86 9.0 9.0 .60 .55 DFT86 10x4 205 N/A 11.0 11.0 .68 .52 DFT104 10x6 215 N/A 11.0 11.0 .68 .55 DFT106 10x8 225 CFT108 11.0 11.0 .68 .60 DFT108 12x4 290 N/A 12.0 12.0 .75 .52 DFT124 12x6 295 CFT126 12.0 12.0 .75 .55 DFT126 12x8 310 CFT128 12.0 12.0 .75 .60 DFT128 12x10 360 N/A 12.0 12.0 .87 .80 DFT1210 14 x 6 375 N/A 14.0 14.0 .66 .55 DFT146 14 x 8 390 N/A 14.0 14.0 .66 .60 DFT148 14 x 10 400 N/A 14.0 14.0 .66 .68 DFT1410 14x12 425 N/A 14.0 14.0 .66 .75 DFT1412 16x6 465 N/A 15.0 15.0 .70 .55 DFT166 16 x 8 475 N/A 15.0 15.0 .70 .60 DFT168 16 x 10 495 N/A 15.0 15.0 .70 .68 DFT1610 16x 12 520 N/A 15.0 15.0 .70 .75 DFT1 612 16x14 530 N/A 15.0 15.0 .70 .66 DFT1614 18x6 480 N/A 13.0 15.5 .75 .55 DEll 86 18x8 495 N/A 13.0 15.5 .75 .60 DFT188 18x10 510 N/A 13.0 15.5 .75 .68 DFT1810 18x12 535 N/A 13.0 15.5 .75 .75 DFT1812 18x 14 630 N/A 16.5 16.5 .75 .66 DFT1814 18x16 650 N/A 16.5 16.5 .75 .70 DFT1816 20x6 610 N/A 14.0 17.0 .80 .55 DFT206 20 x 8 620 N/A 14.0 17.0 .80 .60 DFT208 20x10 635 N/A 14.0 17.0 .80 .68 DFT2010 20x12 660 N/A 14.0 17.0 .80 .75 DFT2012 20x14 665 N/A 14.0 17.0 .80 .66 DFT2014 20x 16 810 N/A 18.0 18.0 .80 .70 DFT2016 20x 181 820 N/A 1 18.0 1 18.0 1 .80 1 .75 1 DFT2018 Size Wt. CAST IRON Item No. H J T T1 DUCTILE IRON Item No. 24x6 845 N/A 15.0 19.0 .89 .55 DFT246 24 x 8 860 N/A 15.0 19.0 .89 .60 DFT248 24x10 880 N/A 15.0 19.0 .89 .68 DFT2410 24x12 890 N/A 15.0 19.0 .89 .75 DFT2412 24x14 900 N/A 15.0 19.0 .89 .66 DFT2414 24x16 915 N/A 15.0 19.0 .89 .70 DFT2416 24x 18 1220 N/A 22.0 22.0 .89 .75 DFT2418 24x20 1255 N/A 22.0 22.0 .89 .80 DFT2420 30x 12 1490 N/A 18.0 23.0 1.03 .75 DFT3012 30x 14 1490 N/A 18.0 23.0 1.03 .66 DFT3014 30 x 16 1505 N/A 18.0 23.0 1.03 .70 DFT3016 30x 18 1515 N/A 18.0 23.0 1.03 .75 DFT3018 30x20 1540 N/A 18.0 23.0 1.03 .80 DFT3020 30 x 24 2025 N/A 25.0 25.0 1.03 .89 DF13024 36x12 2170 N/A 20.0 26.0 1.15 .75 DFT3612 36x14 2175 N/A 20.0 26.0 1.15 .66 DFT3614 36x16 2185 N/A 20.0 26.0 1.15 .70 DFT3616 36x18 2190 N/A 20.0 26.0 1.15 .75 DFT3618 36 x 20 2210 N/A 20.0 26.0 1.15 .80 DFT3620 36x24 2255 N/A 20.0 26.0 1.15 .89 DFT3624 36 x 30 3000 N/A 28.0 28.0 1.15 1.03 DFT3630 42x12 3165 N/A 23.0 30.0 1.28 .75 DFT4212 42x14 3170 N/A 23.0 30.0 1.28 .66 DFT4214 42x16 3180 N/A 23.0 30.0 1.28 .70 DFT4216 42 x 18 3185 N/A 23.0 30.0 1.28 .75 DFT4218 42 x 20 3205 N/A 23.0 30.0 1.28 .80 0F14220 42 x 24 3245 N/A 23.0 30.0 1.28 .89 DFT4224 42x30 4125 N/A 31.0 31.0 1.28 1.03 DFT4230 42x36 5360 N/A 31.0 31.0 1.28 1.15 DFT4236 48x12 4315 N/A 26.0 34.0 1.42 .75 DFT4812 48 x 14 4315 N/A 26.0 34.0 1.42 .66 DF14814 48 x 16 4330 N/A 26.0 34.0 1.42 .70 DFT4816 48x 18 4330 N/A 26.0 34.0 1.42 .75 DFT4818 48 x 20 4350 N/A 26.0 34.0 1.42 .80 DFT4820 48 x 24 4385 N/A 26.0 34.0 1.42 .89 DFT4824 48 x 30 4455 N/A 26.0 34.0 1.42 1.03 DF14830 48x36 5555 N/A 34.0 34.0 1.42 1.15 DFT4836 48 x 421 7195 N/A 134.0 1 34.0 1 1.42 11.28 1 DFT4842 Dimensions in inches Available in gray cast iron and ductile iron. Weights in pounds Manufactured in accordance withAMNA/ANSI C11O/A21.10. * Trademarks of SIGMA Corporation Flanges are drilled and laced in accordance with ANSI 816.1 CLASS 125 ®SIGMA FLANGED FITTINGS CAST IRON/DUCTILE IRON BOSS AND TAP LOCATIONS METHOD OF DESIGNATING LOCATION OF TAPPED HOLES AND/OR BOSSES IN CAST IRON FLANGED FITTIN( 1• TAPPED HOLE THROUGH WALL 900 ELBOW STRAIGHT SIZE 11 REGULAR BOSS WITH PIPE TAP -0 FLANGE BOSS WITH BLIND TAPPED HOLES 1 I T-S L _____- 7-ff _____ g+ J T : I G ~ F L .rI TE 1P 900 ELBOW TEE CROSS STRAIGHTSIZE STRAIGHT SIZE ~T AT~g 90° ELBOW REDUCING SIZE rnrI Irnw.ul I.. I 'IL I! 'whirl TEE REDUCING SIZE ~y ~'-'Wtfl FRONTVIEW SIDEVIEW SIDE OUTLET 900 ELBOW STRAIGHT SIZE -Fill LJe IYAt4 I.1*!A.1 SIDE OUTLET TEE STRAIGHT SIZE 45 LATERAL STRAIGHT SIZE 1 EN ___ I p LT M 3~ E; UL ~N 900 BASE ELBOW BASE TEE DOUBLE BRANCH ELBOW r S IR r4i'i .9 A &T5 LJ TRUE V 45° ELBOW REDUCER ECCENTRIC REDUCER The illustrations show two views of the same fitting and represent When e cast Iron flanged Fitting is wanted with a tapped connection, fittings with symmetrical shapes, with the exception of the side outlet give the size of the tapping required, and designate its location by elbow and the side outlet tee. means of a letter selected from the correct view of the fitting in question 14 FLANGED FITTINGS CAST IRON/DUCTILE IRON ®SIGMA DESIGNATION OF OUTLETS REDUCING TEES :rc REDUCING ON REDUCING ON REDUCING ON REDUCING ON OUTLET ONE RUN ONE RUN AND BOTH RUNS OUTLET (BULLHEAD) REDUCING CROSSES C d c d c 3d c d REDUCING ON REDUCING ON REDUCING ON REDUCING ON ONE OUTLET BOTH OUTLETS ONE RUN AND ONE RUN AND OUTLET BOTH OUTLETS REDUCING LATERALS c C > ILI REDUCING ON REDUCING ON REDUCING ON TRUE Y' BRANCH ONE RUN ONE RUN AND BRANCH SIDE OUTLET TEE DOUBLE SIDE OUTLET b b BRANCH 900 ELBOW ELBOW bb MW _ 01b a Cl RIGHT HAND LEFT HAND RIGHT HAND LEFT HAND The largest opening establishes the basic size of a reducing fitting. The largest opening is named first, except for bull head tees, which are reducing on both runs and for double branch elbows where both branches are reducing. The outlet is the largest opening and named last in both cases. 15 In designating the openings of reducing fittings, they should be read in the order indicated by the sequence of the letters; a, b, c, and d. In designating the outlets of side outlet reducing fittings, the side outlet is named last. In the case of the cross, which is not shown, the side outlet is designated by the letter e. 90 DEG BENDS ®SIGMA FLANGED FITTINGS CAST IRON/DUCTILE IRON NOW OFFERING INTERNATIONAL STANDARD Dl Flanged Fitflngs 80mm - 1200 mm IS02531 I BS EN545 0=0 CONCENTRIC TAPERS hi TEES 45 DEG BENDS FLAT TAPERS 22 1/2 DEG BENDS ZM 111/4 DEG BENDS LONG RADIUS 90 DEG BENDS 90 DEG DUCKFOOT BENDS CROSSES FLANGED x PUSH-ON SOCKET BELLMOUTHS RADIAL TEES SCREW-ON FLANGES 'V PIPES BLANK FLANGES Call us for detailed specifications and availability of Items IN e, CAN e, NJ Ontario, ( ®SIGMA WAREHOUSE & SALES LOCATIONS Cream Ridge, NJ Warehouse, Sales & Corp. Office Houston, TX Warehouse & Sales Office Ontario, CA Warehouse & Sales Office Alexander City, AL (Russell Pipe) Warehouse & Sales Office Victoriaville, Que., CAN (SIGMA-MAG) Warehouse & Sales Office PHONE (609) 758-0800 (281) 987-1200 (909) 983-7944 (256) 234-2514 (819) 758-2222 TOLL FREE (800) 999-2550 (800) 999-0109 (800) 688-6230 (800) 824-4513 (888) 744-6262 FAX (609) 758-1158/1159 (281) 987-0200 (909) 391-2033 (256) 234-4956 (819) 758-1153 The TOTAL SIGMA PRODUCT LINE: Compact Dl MJ Fittings Threaded Flanges Gland Packs Hydrant Buries and Extensions Cl MJ Fittings Steel Weld Flanges and Fittings Retainer Glands Adapter Flanges, Manhole Covers Compact Dl Push-On Fittings Valve Boxes and Meter Boxes Cl/DI Flanged Fittings ISO Fittings Please call for Information on these other exclusive Sigma Products: High strength, machine-serrated clamping rings offering anti-rotational side bolt assemblies and use to restrain plain end PVC pipe to mechanical joint or tyton joint (with ear-lugs) fittings, PVC bell x spigot joints and PVC pipe to PVC pressure fittings. 0 0 0 SLC Series for PVC pipe; SLID Series for Dl pipe The patented wedge-action restrainer for all PVC pressure pipe classifications featuring nominally-shaped wedge segments that maximize pipe surface contact, break-off top wedge bolts and an additional wedge-stem collar as a secondary means of torque installation. The ABS washer on the wedge bolts, sizes 4-12, allow assembly for either AWWA C-900 orASTM D2241 PVC pipes. /\ omni * sle*eve® An all-in-one patented wall sleeve that installs easily, seals, restrains and allows adjustment and realignment of carrier pipe. All the advantages of wall pipes and wall sleeves with none of the drawbacks. CF 310 ???M 270ct03 @SIGMA Corporation 700 Goldman Drive, P0 Box 300 • Cream Ridge, NJ 08514 PWEagle ToUgh, ReliabLe and Perfect for Municipal Water Systems - - - I Why more specifiers choose PW Eagle C900 for potable water systems. PW Eagle is one of the largest producers of PVC pipe in North America, and our products are available from distributors throughout the United States. PW Eagle produces PVC pipe for a variety of applications servicing the potable water, well casing, sewer, turf, agriculture, plumbing, communications and electrical markets. Our eleven manufacturing facilities in Oregon, Washington, California, Utah, Nebraska, Texas, Missouri and West Virginia assure on-time delivery. PW Eagle C905 high pressure water pipe combines superior materials with the latest manufacturing technology. PW Eagle products meet or exceed industry standards because of our rigorous quality-control program. PW Eagle supports the PVC pipe industry's efforts to maintain the highest design and manufacturing standards. We are members of the Uni-Bell PVC Pipe Association and American Water Works Association (AWWA). 1. 3. Basic Assembly Instructions KI Corrosion Resistance C900 is immune to nearly all types of internal and external corrosion. Since PVC is a non-conductor, it is not affected by electrolysis. Nor is it sus- ceptible to alkaline or acid soil condi- tions. A correctly installed PW Eagle system will provide long-term service at reduced operating costs. Water Quality Extractant water purity tests performed by independent test laboratories ensure that our pipe meets the requirements for water purity as specified by ANSI/NSF Standard 61. Superior Flow Characteristics An extremely smooth inner surface gives C900 a Hazen-Williams flow coefficient of C=1 50. This means less burden on pumps and reduced pumping costs, because there's less friction between moving water and pipe walls. Exceptional Strength and Durability Every piece of C900 is hydrostatically proof tested at four times its pressure class. A 2.5-to-1 safety factor is applied to the long-term pressure capacity of the pipe. The resulting value is further reduced by a surge pressure value, which also incorporates a 2.5-to-1 safety factor. Burst test pressure capability of C900 Class 150 is at least 755 psi, with sustained pressure test capability of 500 psi. Throughout the country, in all conditions and climates, C900 has served admirably in municipal water mains, fire lines, and sewage force mains. Joint Integrity PW Eagle's integral bell gasketed joint meets the same strength requirements of the C900 pipe, as well as the demanding test criteria of ASTM D 3139. The ability of PVC to bend without breaking allows the joint and pipe assembly to compensate for minor earth movement, which can cause problems in more rigid, non-PVC assemblies. Certification C900 is periodically tested to maintain listings from Factory Mutual System* (FM) and Underwriters Laboratories (UL). C900 also conforms to applicable requirements of the Uniform Plumbing Code TM. *Factory Mutual is not applicable to Class 100, DR 25 products. A 4 F M loop,®LISTED I Th \% $1 American Water Works Association MEMBER Temperature For operation at temperatures 80°F or higher, multiply the pressure class by these derating factors: Temperature Derating Factor 80' 0.88 90, 0.75 I----- 100* 0.62 110' 0.50 - 0.40i 140' 0.22 Factors Affecting Design Hydraulics 0900's pipe wall is extremely smooth and energy-efficient. It has a Hazen-Williams coefficient of 0=150. Pressure Class PW Eagle offers a choice of three pressure classes (100, 150, and 200) which can be used where operating pressures do not exceed the pressure class plus surge allowances. When you have questions or encounter unusual circumstances, call a PW Eagle representative. tClass [$IIIDR 25 Nominal Pipe Size (inches) Average Outside Diameter (inches) Approximate* Inside Diameter (inches) ' Minimum Wall Thickness (inches) Approximate Weight (lbs/i 00 ft) Approximate Crate Weight (Ibs) 4 4.80 4.38 0.192 190 1870 6 6.90 6.30 0.276 380 1380 8 9.05 8:27 0.362 -- 660 19901 10 11.10 10.15 0.444 1010 1610 12 - - - 130 - 12.07 -- 0.528 1410 1690/2250 tClass IsI'];E; Nominal Pipe Size (inches) Average Outside Diameter (inches) Approximate* Inside Diameter (inches) 'mommmMinimum Wall Thickness (inches) Approximate Weight (lbs/i 00 ft) Approximate Crate Weight (Ibs) I 4 4.80 4.22 0.267 260 2470 6 6.90 6.08 0.383 520 1860 8 9.05 -- 7.97 0:503 - 890 2680 10 11.10 9.78 0.617 1340 2150 -- 12 - 13.20 - -------- 11.63 -- 0.733 1910 2290/3050 tClass 'Z'I'IDR 1 Nominal Pipe Size (inches) Average Outside Diameter (inches) ' Approximate* Inside Diameter (inches) ' Minimum Wall Thickness (inches) Approximate Weight (lbs/I 00 ft) Approximate Crate Weight (Ibs) 4 4.80 4.06 0.343 320 3080 6 6.90 5.84 0.493 650 2350 I - 9.05 7.66 0.646 - - 1120 10 11.10 9.40 0.793 1690 -3350 2710 [2 13.20 -- - 11.18 - -- 0.943 -2400 - -- - -- 2880/3850 *These figures allow for manufacturing tolerances. **Gasket shown is for reference purposes only. 4 Product Description Standard Specifications Material PVC compound meets ASTM D 1784, cell class 12454. Pipe Meets AWWA C900. Class 100 meets requirements of DR 25. Class 150 meets requirements of DR 18. Class 200 meets requirements of DR 14. Elastromeric Seal Integral bell pipe provided with factory-installed gaskets meeting requirements of ASTM F 477. Gasketed Joint Assembly Meets requirements of ASTM D 3139. Installation AWWA 0605 and PW Eagle's Installation Guide for PVC Water Pipe. Product 0900 is suitable for use as a pressure conduit. Expansion and contraction are accommodated by a properly assembled gasketed joint. Each bell section meets the same pressure capacity requirements as the pipe. Standard laying lengths are 20 feet (plus or minus 1 inch). Quality Assurance Hydrostatic Proof Testing Each standard and random length of 0900 is tested to four times the pressure class of the pipe, for a minimum of five seconds. The integral bell is tested with the pipe. Falling Weight Impact Test C900 withstands an impact energy of 100 ft-lbs, per the requirements of UL 1285. Quick Burst Test Randomly selected 0900 samples are tested in accordance with ASTM D 1599 to withstand pressures listed below. Class 100 has a minimum burst pressure of 535 psi; Class 150, a minimum burst pressure of 755 psi; Class 200, a minimum burst pressure of 985 psi. Pipe Stiffness 0900 meets these minimum stiffness requirements: Pressure Class DR Pipe Stiffness (psi) 150 18 364 200l 8j4 JOINT INTEGRITY HYDROSTATIC PROOF TEST 5 Installation Pipe Embedment All PVC pipe should be installed with bedding that provides uniform longitudinal support under the pipe. Use embedment material that is free of large stones, frozen matter, or other debris. Use proper compaction procedures to provide soil densities as specified by the design engineer. Service Connections Direct Tapping: Direct taps may be made in 0900 Class 150 and Class 200 in nominal sizes 6 inch through 12 inch. Corporation stops should be in sizes %, Y4, or 1 inch. When sizes larger than 1 inch are required, tapping saddles or sleeves should be used. Saddle Tapping: Saddle taps may be made in any size or class of 0900 pipe. Maximum outlet size recommended for saddle taps is 2 inches. For sizes larger than 2 inches, a tapping sleeve should be used. Tapping Sleeves: Tapping sleeves may be used on all sizes and classes of C900. Sleeves are available up to size-on-size. Caution: Saddles and sleeves should not: Distort the pipe when tightened Have lugs that dig into the pipe when the bolts are tightened Have a clamping arrangement not fully contoured to the outside diameter of the pipe For more information on tapping, see Uni-Bell's tapping video and publications Uni-B-8 and Uni-Pub-8. Table 1. Thrust AWWA C900 PVC Pressure Developed per 100 psi Pipe (C.I.O.D.) Pressure ' Fitting 45 Elbow (lbs force) 'Valves, Tees, Dead Ends (lbs force) Nominal Pipe Size (inches) I Fitting 90 Elbow (lbs force) 4 2,160 1,180 1,530 6 4,460 2,420 3,160 8 7,700 4,160 5,440 10 11,600 6,260 8,190 12 16,400 8,880 -- 11,600 1 Table 2. Estimated Soil Bearing Capacity Soil Type Allowable Bearing Pressure (psf) Muck, Peat, Etc. 0 Soft Clay 500 Sand 1,000 Sand and Gravel 1,500 Sand and Gravel With Clay 2,000 Sand and Gravel Cemented With Clay 4,000 Hard Pan 5,000 Note: Values are estimated for horizontal thrusts at depths of burial which exceed 2 feet. Note: These values should be used only for estimating purposes. Values for design should be determined by an engineer familiar with site soil conditions. Longitudinal Bending Axial deflection at the pipe joints is not recommended, However, it is possible to curve 0900 to allow for slight changes in direction. Bending to these minimum radii will not jeopardize 0900s design capability. See PW Eagle's Technical Bulletin "Longitudinal Bending of PVC Pipe" for more details. Nominal Minimum Pipe Size Bending Radius (inches) (feet) 4 100 6 145 8 190 10 235 12 275 Thrust Restraint Adeqi,iate thrust restraint is necessary for all gasketed joint systems. The "push on" features of our joints provide many installation advantages, but without adequate thrust restraint they can become "push off" problems. The large thrust forces present in water-distribution systems (see Table 1) require thrust restraints designed to handle test and peak operating pressures. Concrete Thrust Blocks If concrete thrust blocks are used, the size and type of thrust blocking must be based on the load-bearing capacity of the soil, pressure in the pipe, and diameter of the pipe. Table 2 provides conservative estimates of load-bearing values for various soil types. When soil conditions are not known, samples should be tested to determine soil properties. Mechanical Restraints If mechanical thrust restraint devices are used, they should be a type designed for use with PVC pipe. The devices should meet the test requirements of Uni-Bell's Specification Uni-B-1 3 "Joint Restraint Devices for Use with PVC Pipe." Design manuals and computer software are available from the restraint manufacturers. For typical thrust blocking and mechanical thrust restraint examples, see Figures 1 through 6. THRUST BLOCKS FIGURE 1: Through line connection, tee FIGURE 2: Direction change, elbow FIGURE 3: Change line size, reducer MECHANICAL THRUST RESTRAINT DEVICES T FIGURE 4: Through line connection, cross used as tee FIGURE 5: Direction change, elbow FIGURE 6: Direction change, tee used as elbow 7 Testing of Installed Systems Place sufficient backfill before pipe filling and field testing. Under conditions requiring immediate back- filling of trenches, test after backfilling but prior to placement of permanent surface. Testing short lengths of pipe first will verify proper installation and joint assembly. If concrete thrust blocks are required, allow sufficient curing before testing. Separate tests for pressure and leakage may be performed. If separate tests are done, the pressure test should be done first. See Table 4. Procedure While the line is under pressure, check for leaks in all exposed pipe, fittings, valves, and hydrants. Repair or replace all defective elements. Repeat the test until all visible leaks stop and the allowable leakage requirements are met, per Table 5. For detailed pressure-testing requirements, consult your engineer or the PW Eagle installation guide. WARNING: Do not use PVC pipe for pressurized air systems. Injury or death may result due to the cata- strophic nature of pipe failure should failure occur. Rapid expansion of compressed air could propel shards of plastic throughout the area. WARNING: Expel all air from the pipeline during filling and again be- fore testing for pressure or leaks. Automatic air-release valves are rec- ommended. Compressed entrapped air can greatly amplify surges or pumping pressures. Also, com- pressed air might leak through a joint that will not leak water. Table 3. V 1ume of Water Requiredrifor Testing t Nominal Pipe Size Approximate Volume (inches) (U.S. gal/100 ft) 1 4 70 6 153 .8 259 10 405 12 573 Procedure Pressure Test Duration Simultaneous pressure 150% of working pressure at point of test, 2 hr and leakage tests but not less than 125% of normal working pressure at highest elevation* Separate pressure test 150% of working pressure at point of test, 1 hr but not less than 125% of normal working pressure at highest elevation* I Separate leakage test 150% of working pressure of segment tested* 2 hr 1 Source: Underground Installation of PVC Pressure Pipe and Fittings for Water, AWvVA 0605. Under no circumstances should test pressures exceed 305 psi for DR 14, 235 psi for DR 18, and 165 psi for DR 25 C900 PVC pipe. Table 5. Allowable Leakage per 50 Joints U.S. Gallons per Hour Nominal Pipe Size' Average Test Pressure (psi) (inches) 50 100 150 200 250 300 4 0.19 0.27 0.33 0.38 0.43 0.47 6 0.29 0.41 0.50 0.57 0.64 0.70 8 0.38 0.54 0.66 0.76 0.85 - 0.94 1 10 0.48 0.68 0.83 0.96 1.07 1.17 12 0.57 1 0.81 1 0.99 j 1.15 1 1.28 1.40 1 M~ P 1 1 'Eagle P.O. Box 10049, Eugene, OR 97440 • (800) 347-0200 • (541) 343-0200 • FAX (541) 686-9247 • www.pweagleinc.com Litho in USA on Recycled paper • Reorder No. MKT-F-730-Revised July 2004 PACIFIC STATES co CAST IRON PIPE COMPANY DIVISION OF MCWANE, INC. P.O. BOX 1219, PROVO, UTAH 84603 MW TELEPHONE (AREA CODE 801) 373-6910 STANDARDS In each of the following, standards are developed by committees consisting of consumer, general interest and manufacturing members: American National Standards Institute (ANSI) American Water Works Association (AWWA) American Society for Testing and Materials (ASTM) Underwriters Laboratories (UL) MH16433(N) National Fire Protection Association (NFPA) National Sanitation Foundation (NSF) 61-1989 Factory Mutual (FM) J12VOA8.AH For ready reference, standards for ductile iron pipe are listed below: Standard Designation Subject Covered ANSI/AWWA C150/A21.50 ANSI/AWWA C151/A21.51 ANSI/AWWA C11O/A21.1O ANSI/AWWA C153/A21.53 ANSI/AWWA C111/A21.11 ANSI/AWWA C1 15/A21.15 ANSI/AWWA C104/A21 .4 ANSI/AWWA C105/A21 .5 Design Water Pipe Fittings - Cast Iron Fittings - Ductile Iron Rubber - Gasket Joints Flanged Pipe Cement - Mortar Linings Polyethylene Encasement for Ductile Iron Pipe & ASTM A674 ANSI/AWWA C600 Installation ASTM A746 Gravity Sewers NFPA Outside Protection 24 Fire Protection Piping Pacific States ductile iron pipe meets and exceeds the requirements of all of the above national standards relating to pipe manufacture and performance. PACIFIC STATES CAST IRON PIPE COMPANY DIVISION OF McWANE, INC. P.O. BOX 1219, PROVO, UTAH 84603 TELEPHONE (AREA CODE 801) 373-6910 FA?(: (801) 377-038 EMAIL: sales@pscipco.com WEBSITE: www.pscipco.com QW Selection Table for Ductile Iron Pipe Thickness Class This table shows thickness class of pipe necessary for the rated water working pressures and maximum depth of cover. The thicknesses in this table are equal to or in excess of those required to withstand the rated working pressures plus a surge allowance of 100 psi. Ductile iron pipe for working pressures higher than 350 psi is available. Rated LAYING CONDITION Water Maximum Depth of Cover, Feet Pipe Nominal Working Size Thickness Thickness Press. Type I Type 2 Type 3 Type 4 Type 5 In. Class In. psi Trench Trench Trench Trench Trench 3 51 25 350 98 100* 100* 100* 100* 3 52 28 350 100* 100* 100* 100* 100* 3 53 31 350 100* 100* 100* 100* 100* 3 54 34 350 100* 100* 100* 100* 100* 3 55 37 350 100* 100* 100* 100* 100* 3 56 .40 350 100* 100* 100* 100* 100* 4 51 .26 350 76 86 96 100* 100* 4 52 29 350 100* 100* 100* 100* 100* 4 53 32 350 100* 100* 100* 100* 100* 4 54 35 350 100* 100* 100* 100* 100* 4 55 38 350 100* 100* 100* 100* 100* 4 56 .41 350 100* 100* 100* 100* 100* 6 50 .25 350 32 38 44 56 75 6 51 .28 350 49 57 64 80 100* 6 52 .31 350 67 77 86 100* 100* 6 53 34 350 91 100* 100* 100* 100* 6 54 37 350 100* 100* 100* 100* 100* 6 55 40 350 100* 100* 100* 100* 100* 6 56 .43 350 100* 100* 100* 100* 100* 8 50 .27 350 25 30 36 46 64 8 51 .30 350 36 42 49 61 81 8 52 .33 350 47 54 62 77 99 8 53 .36 350 64 73 82 100* 100* 8 54 .39 350 80 91 100* 100* 100* 8 55 42 350 98 100* 100* 100* 100* 8 56 .45 350 100* 100* 100* 100* 100* 10 50 .29 350 19 24 29 38 55 10 51 .32 350 27 32 38 49 66 10 52 .35 350 35 41 47 59 79 10 53 .38 350 45 52 59 74 95 10 54 .41 350 57 65 74 91 100* 10 55 .44 350 67 77 86 100* 100* 10 56 .47 350 81 92 100* 100* 100* 12 50 .31 350 17 22 27 36 52 12 51 .34 350 23 28 33 43 60 12 52 .37 350 30 35 41 53 71 12 53 .40 350 36 42 49 61 81 12 54 .43 350 45 52 59 74 95 12 55 .46 350 54 62 71 87 100* 12 56 .49 350 64 73 83 100* 100* An allowance for single H-20 truck with 1.5 impact factor is included for all depths of cover. *calculated maximum depth of cover exceeds 100 ft. §Calculated maximum depth of cover is 3ft (0.9 m). ttFor pipe 14 in. (350 mm) and larger, consideration should be given to the use of laying conditions other than Type 1. Pacific States Cast Iron Pipe Company Selection Table for Tyton® and Fastite® Joint Thickness Class Pipe Rated LAYING CONDITIONS Water Maximum Depth of Cover, Feet Pipe Nominal Working Size Thickness Thickness Press. Type I Type 2 Type 3 Type 4 Type 5 In. Class In. psi Trench Trench Trench Trench Trench 14 50 .33 350 15 19 24 33 49 14 51 .36 350 19 23 28 38 55 14 52 .39 350 24 29 34 44 62 14 53 .42 350 30 35 41 53 71 14 54 .45 350 36 42 49 61 81 14 55 .48 350 43 50 57 71 92 14 56 .51 350 52 59 67 83 100* 16 50 .34 350 13 17 21 30 47 16 51 .37 350 16 21 25 34 51 16 52 .40 350 20 25 30 40 57 16 53 .43 350 25 30 36 46 64 16 54 .46 350 30 35 41 53 71 16 55 .49 350 35 41 47 59 79 16 56 .52 350 41 48 55 68 89 18 50 .35 350 11 15 20 29 42 18 51 .38 350 14 19 23 32 49 18 52 .41 350 18 22 27 36 53 18 53 .44 350 22 26 31 41 58 18 54 .47 350 25 30 36 46 64 18 55 .50 350 30 35 41 53 71 18 56 .53 350 35 41 47 59 79 20 50 .36 300 10 14 18 27 38 20 51 .39 350 13 17 21 30 44 20 52 .42 350 16 20 25 34 50 20 53 .45 350 19 23 28 38 54 20 54 .48 350 22 27 32 42 59 20 55 .51 350 26 31 37 47 65 20 56 .54 350 30 35 41 53 71 24 50 .38 250 8 12 17 23 31 24 51 .41 300 10 15 19 27 36 24 52 .44 350 13 17 21 30 41 24 53 .47 350 15 19 24 33 47 24 54 .50 350 18 22 27 36 53 24 55 .53 350 20 25 30 40 57 24 56 .56 350 24 29 34 44 61 30 50 .39 200 10 14 18 25 30 51 .43 250 12 16 21 29 30 52 .47 300 14 19 24 33 30 53 .51 350 17 21 29 38 30 54 .55 350 19 24 33 44 30 55 .59 350 22 27 36 51 30 56 .63 350 26 31 41 57 36 50 .43 200 10 13 17 25 36 51 .48 250 12 16 20 28 36 52 .53 300 15 19 24 32 36 53 .58 350 17 21 28 37 36 54 .63 350 20 25 33 43 36 55 .68 350 23 28 37 50 36 56 .73 350 26 31 41 59 An allowance for single H-20 truck with 1.5 impact factor is included for all depths of cover. *Calculated maximum depth of cover exceeds 100 ft. Pacific States Cast Iron Pipe Company hickness, Dimensions and Weights of Tyton® and Fastite® Joint Ductile Iron Pipe by Size for Each Thicknest Wt. of Tyton®Joint Nominal Barrel Wt. of Wt. Per Avg. Wt. Thickness Thickness OD* Per Ft. t Bell Lgth.t Per Ft. Size Class In. In. Lb. Lb. Lb. Lb. 3 51 .25 3.96 8.90 9 185 9.40 3 52 .28 3.96 9.90 9 205 10.40 3 53 .31 3.96 10.90 9 225 11.40 3 54 .34 3.96 11.80 9 245 12.20 3 55 .37 3.96 12.80 9 265 13.20 3 56 .40 3.96 13.70 9 285 14.20 4 51 .26 4.80 11.30 11 235 11.80 4 52 .29 4.80 12.60 11 265 13.20 4 53 .32 4.80 13.80 11 285 14.40 4 54 .35 4.80 15.00 11 310 15.60 4 55 .38 4.80 16.10 11 335 16.60 4 56 .41 4.80 17.30 11 355 17.80 6 50 .25 6.90 16.00 13 300 16.70 6 51 .28 6.90 17.80 13 335 18.50 6 52 .31 6.90 19.60 13 365 20.30 6 53 .34 6.90 21.40 13 400 22.10 6 54 .37 6.90 23.20 13 430 23.90 6 55 .40 6.90 25.00 13 465 25.70 6 56 .43 6.90 26.70 13 490 27.40 8 50 .27 9.05 22.80 20 430 23.90 8 51 .30 9.05 25.20 20 480 26.30 8 52 .33 9.05 27.70 20 525 28.80 8 53 .36 9.05 30.10 20 570 31.20 8 54 .39 9.05 32.50 20 610 33.60 8 55 .42 9.05 34.80 20 650 35.90 8 56 .45 9.05 37.20 20 695 38.30 10 50 .29 11.10 30.10 27 575 31.60 10 51 .32 11.10 33.20 27 630 34.70 10 52 .35 11.10 36.20 27 685 37.70 10 53 .38 11.10 39.20 27 740 40.70 10 54 .41 11.10 42.10 27 790 43.60 10 55 .44 11.10 45.10 27 845 46.60 10 56 .47 11.10 48.00 27 900 49.50 12 50 .31 13.20 38.40 31 735 40.10 12 51 .34 13.20 42.00 31 800 43.70 12 52 .37 13.20 45.60 31 865 47.30 12 53 .40 13.20 49.20 31 930 50.90 12 54 .43 13.20 52.80 31 995 54.50 12 55 .46 13.20 56.30 31 1055 58.00 12 56 .49 13.20 59.90 31 1120 61.60 14 50 .33 15.30 47.50 59 915 50.80 14 51 .36 15.30 51.70 59 990 55.00 14 52 .39 15.30 55.90 59 1065 59.20 14 53 .42 15.30 60.10 59 1140 63.40 14 54 .45 15.30 64.20 59 1215 67.50 14 55 .48 15.30 68.40 59 1290 71.70 14 56 .51 15.30 72.50 59 1365 75.80 tlncluding bell; calculated weight of pipe rounded off to the nearest 51b *Tolerances of 00 of spigot end; 3-12 in. ±0.06 in., 14-24 in. *Including bell; average weight per foot, based on calculated weight of +0.05 in., -0.08 in., 30-36 in. +0.08 in., -0.06 in. pipe before rounding. **Fastjte® Joint Pacific States Cast Iron Pipe Company Thickness, Dimensions and Weights of Tyton® and Fastite® Joint Ductile Iron Pipe by Size for Each Thickness' Wt. of Tyton JOint Nominal Barrel Wt. of Wt. Per Avg. Wt. Thickness Thickness OD* Per Ft. t Bell Lgth.t Per Ft4 Size Class In. In. Lb. Lb. Lb. Lb. 16 50 .34 17.40 55.80 65 1070 59.40 16 51 .37 17.40 60.60 65 1155 64.20 16 52 .40 17.40 65.40 65 1240 69.00 16 53 .43 17.40 70.10 65 1325 73.70 16 54 .46 17.40 74.90 65 1415 78.50 16 55 .49 17.40 79.70 65 1500 83.30 16 56 .52 17.40 84.40 65 1585 88.00 18 50 .35 19.50 64.40 74 1235 68.50 18 51 .38 19.50 69.80 74 1330 73.90 18 52 .41 19.50 75.20 74 1430 79.30 18 53 .44 19.50 80.60 74 1525 84.70 18 54 .47 19.50 86.00 74 1620 90.10 18 55 .50 19.50 91.30 74 1715 95.40 18 56 .53 19.50 96.70 74 1815 100.80 20 50 .36 21.60 73.50 80 1405 77.90 20 51 .39 21.60 79.50 80 1510 83.90 20 52 .42 21.60 85.50 80 1620 89.90 20 53 .45 21.60 91.50 80 1725 95.90 20 54 .48 21.60 97.50 80 1835 101.90 20 55 .51 21.60 103.40 80 1940 107.80 20 56 .54 21.60 109.30 80 2045 113.70 24 50 .38 25.80 92.90 101 1775 98.50 24 51 .41 25.80 100.10 101 1905 105.70 24 52 .44 25.80 107.30 101 2030 112.90 24 53 .47 25.80 114.40 101 2160 120.00 24 54 .50 25.80 121.60 101 2290 127.20 24 55 .53 25.80 128.80 101 2420 134.40 24 56 .56 25.80 135.90 101 2545 141.50 30* 50 .39 32.00 118.50 170 2305 127.90 30* 51 .43 32.00 130.50 170 2520 139.90 30* 52 .47 32.00 142.50 170 2735 151.90 30* 53 .51 32.00 154.40 170 2950 163.80 30* 54 .55 32.00 166.30 170 3165 175.70 30* 55 .59 32.00 178.20 170 3380 187.60 30* 56 .63 32.00 190.00 170 3590 199.40 36* 50 .43 38.30 156.50 239 3055 169.80 36* 51 .48 38.30 174.50 239 3380 187.80 36* 52 .53 38.30 192.40 239 3700 205.70 36* 53 .58 38.30 210.30 239 4025 223.60 36* 54 .63 38.30 228.10 239 4345 241.40 36* 55 .68 38.30 245.90 239 4665 259.20 36* 1 56 1 .73 38.30 263.70 239 4985 277.00 tincluding bell; calculated weight of pipe rounded off to the nearest 51b *Tolerances of OD of spigot end; 3-12 in. ±0.06 in., 14-24 in. tlncluding bell; average weight per foot, based on calculated weight of +0.05 in., -0.08 in., 30-36 in. +0.08 in., -0.06 in. oetore ro [11U(4J.!i1I1' Scope 1.1 This specification covers the general requirements for Pacific States Ductile Iron Pressure Pipe for conveying water and other liquids. 2. Conformance 2.1 Pipe: Ductile Iron Pipe, 3" through 36", shall meet the requirements of ANSI/AW\NA C151/A21.51 and ANSl/AWNA C150/A21.50. 2.2 Joints: Rubber-gasket joints shall be Tyton® Joint 3" - 24" and Fastite® 30" - 36" and meet the requirements of ANSI/AWWA C111/121.11. 2.3 Coating and Lining Outside coating shall be an asphaltic coating approximately one mil thick. Pipe shall be cement-mortar lined per ANSI/AW\NA C104/A21.4.