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Specifications
I /n(Q 7 Coto d I hereby certify that this plan, specification, C or report was prepared by me or under my direct supervision and that I am NICET Certified. y� iCM'10/4. Tim W McDonald Date:1 0/04/2022 NICET Certification No. 150393 Water-Based Systems Layout - Level III Certification Expires: June 1, 2025 U I AquaSAFETM Fire Safety System Uponor, Inc. 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : SOUTH RIVER TERRACE - One Head Calculation (H.4) Drawing : RESIDENTIAL Location : STACKED DUPLEX-UNIT 1A TIGARD OR Remote Area : 1 Contract : 43463F 004 Data File : 43463F 004 Duplex, Unit 1A+ Mirror.wxl Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor, Inc. Page 1 SOUTH RIVER TERRACE-One Head Calculation (H.4) Date 10/2/2022 HYDRAULIC DESIGN INFORMATION SHEET Name - SOUTH RIVER TERRACE Date - 10/03/2022 Location - TIGARD OR Building - RESIDENTIAL System No. - 1 Contractor - WOLCOTT PLUMBING Contract No. - 43463F 004 Calculated By - BRENT KOTULA SET IV Drawing No. - F100 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height VARIES OCCUPANCY - RESIDENTIAL S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: (X) 1 ( )2 ( )4 ( ) S ( )Other T ( ) Specific Ruling Made by Date E M Listed Flow at Start Point - 17 Gpm System Type Listed Pres. at Start Point - 12 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 18 x 18 ( ) Deluge ( ) PreAction E Domestic Flow Added - 5 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make SENJU Model RC-RES I Elevation at Highest Outlet - 119 Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 155 N Calculation Gpm Required 17 Psi Required 76.84 At Ref Pt STR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - x Rated Cap. Cap. T Time of Test - x @ Psi Elev. E Static (Psi) - 108 Elev. R Residual (Psi) - 103 Other Well Flow (Gpm) - 300 Proof Flow Gpm S Elevation - 95 P Location: STREET P L Source of Information: CONTRACTOR Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 111 Water Supply Curve C Uponor,Inc. Page 2 SOUTH RIVER TERRACE-One Head Calculation(H.4) Date 10/2/2022 City Water Supply: Demand: C1-Static Pressure : 108 D1 -Elevation : 10.394 C2-Residual Pressure: 103 D2-System Flow : 16.974 C2-Residual Flow : 300 D2-System Pressure : 76.840 Hose(Demand) :5 D3-System Demand :21.974 Safety Margin : 31.120 150 140 . 130 p120 R 110 a C1 C2 E 100 S 90 S 80 na U R 60 E 50 40 30 20 10 o D1 50 100 150 200 250 300 350 400 450 FLOW N^1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 or Fittings Used Summary Uponor,Inc. Page 3 SOUTH RIVER TERRACE-One Head Calculation(H.4) Date 10/2/2022 Fitting Legend Abbrev. Name 'A ''A 1 1% 1% 2 2% 3 31/2 4 5 6 8 10 12 14 16 18 20 24 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 G NFPA 13 Gate Valve 1 1 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Uel Aquapex 90 Elbow 11 11 12 11 13 18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Utb Aquapex Tee-Branch 2 17 14 9 12 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Utr• Aquapex Tee-Run 1 2 2 4 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 Flovc.Summary - NFPA Uponor, Inc. Page 4 SOUTH RIVER TERRACE- One Head Calculation (H.4) Date 10/2/2022 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 108.0 103 300.0 107.96 21.97 76.84 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.4 119.0 4.9 12.0 16.97 T.23 119.0 14.06 H.8 119.0 15.35 H.12 119.0 16.02 T.37 119.0 16.24 T.38 119.0 17.54 T.39 109.0 22.84 S.1 109.0 23.37 PRV 95.0 45.0 SMTR 95.0 59.13 TEE 95.0 62.49 5.0 MTR 95.0 70.86 CRB 95.0 74.51 STR 95.0 76.84 H.9 119.0 13.8 T.34 119.0 16.18 T.33 119.0 16.83 T.32 119.0 16.84 T.30 119.0 16.97 T.42 109.0 22.19 T.41 109.0 22.62 T.40 109.0 22.72 H.3 119.0 15.01 T.24 119.0 15.27 H.6 119.0 15.96 H.7 119.0 16.12 T.26 119.0 16.32 T.29 119.0 16.87 H.2 119.0 15.39 H.1 119.0 15.79 H.5 119.0 16.08 H.10 119.0 16.28 T.27 119.0 16.38 T.31 119.0 16.76 T.36 119.0 16.85 H.14 119.0 16.89 H.18 119.0 16.92 H.15 119.0 16.95 T.44 119.0 17.04 H.22 119.0 17.18 H.17 119.0 17.32 H.13 119.0 16.19 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA Uponor, Inc. Page 5 SOUTH RIVER TERRACE- One Head Calculation (H.4) Date 10/2/2022 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.19 119.0 16.21 H.11 119.0 16.93 H.16 119.0 16.97 H.21 119.0 17.0 H.20 109.0 22.67 T.43 109.0 22.68 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final. Calculations : Hazen-Williams Uponor, Inc. Page 6 SOUTH RIVER TERRACE- One Head Calculation (H.4) Date 10/2/2022 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf *Remote Head to Supply H.4 119 4.90 10.47 0.75 Utr 2.0 7.000 150 12.000 to 0.0 2.000 0.0 T.23 119 10.47 0.671 0.0 9.000 0.2293 2.064 Vel = 9.50 T.23 119 -6.16 0.75 Utb 17.0 10.000 150 14.064 to Utr 2.0 19.000 0.0 H.8 119 4.31 0.671 0.0 29.000 0.0444 1.287 Vel = 3.91 H.8 119 0.0 0.75 Utr 2.0 13.000 150 15.351 to 0.0 2.000 0.0 H.12 119 4.31 0.671 0.0 15.000 0.0444 0.666 Vel= 3.91 H.12 119 0.0 0.75 Utr 2.0 3.000 150 16.017 to 0.0 2.000 0.0 T.37 119 4.31 0.671 0.0 5.000 0.0444 0.222 Vel= 3.91 T.37 119 0.48 0.75 Utb 17.0 7.000 150 16.239 to 0.0 17.000 0.0 T.38 119 4.79 0.671 0.0 24.000 0.0540 1.296 Vel = 4.35 T.38 119 2.03 1 Utb 17.0 18.000 150 17.535 to 0.0 14.000 4.331 T.39 109 6.82 0.862 0.0 32.000 0.0306 0.979 Vel = 3.75 T.39 109 10.15 1.25 T 2.44 6.000 150 22.845 to 0.0 2.440 0.0 S.1 109 16.97 1.054 0.0 8.440 0.0621 0.524 Vel = 6.24 S.1 109 0.0 1.25 E 1.22 8.000 150 23.369 to 0.0 1.220 21.063 ** Fixed Loss = 15 PRV 95 16.97 1.054 0.0 9.220 0.0621 0.573 Vel = 6.24 PRV 95 0.0 1.25 0.0 2.000 150 45.005 to 0.0 0.0 14.000 ** Fixed Loss = 14 SMTR 95 16.97 1.054 0.0 2.000 0.0620 0.124 Vel= 6.24 SMTR 95 0.0 1.25 E 1.22 50.000 150 59.129 to G 0.407 4.067 0.0 TEE 95 16.97 1.054 T 2.44 54.067 0.0621 3.359 Vel = 6.24 TEE 95 H5 5.00 1.25 T 2.44 50.000 150 62.488 to E 1.22 3.661 3.000 ** Fixed Loss=3 MTR 95 21.97 1.054 0.0 53.661 0.1001 5.374 Vel = 8.08 MTR 95 0.0 1 0.0 20.000 150 70.862 to 0.0 0.0 1.000 ** Fixed Loss= 1 CRB 95 21.97 0.995 0.0 20.000 0.1326 2.652 Vel= 9.07 CRB 95 0.0 1 0.0 10.000 150 74.514 to 0.0 0.0 1.000 ** Fixed Loss= 1 STR 95 21.97 0.995 0.0 10.000 0.1326 1.326 Vel = 9.07 0.0 STR 21.97 76.840 K Factor= 2.51 *New Path H.4 119 6.50 0.75 Utr 2.0 17.000 150 12.000 to 0.0 2.000 0.0 H.9 119 6.5 0.671 0.0 19.000 0.0949 1.803 Vel= 5.90 H.9 119 0.0 0.75 Utb 17.0 8.000 150 13.803 to 0.0 17.000 0.0 T.34 119 6.5 0.671 0.0 25.000 0.0949 2.372 Vel= 5.90 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams ' Uponor, Inc. Page 7 SOUTH RIVER TERRACE- One Head Calculation(H.4) Date 10/2/2022 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf T.34 119 -0.48 1 Uel 11.0 15.000 150 16.175 to 0.0 12.000 0.0 T.33 119 6.02 0.862 0.0 27.000 0.0243 0.656 Vet= 3.31 T.33 119 0.0 1.25 0.0 1.000 150 16.831 to 0.0 0.0 0.0 T.32 119 6.02 1.054 0.0 1.000 0.0090 0.009 Vel = 2.21 T.32 119 1.71 1.25 Utr 4.0 4.814 150 16.840 to 0.0 4.000 0.0 T.30 119 7.73 1.054 0.0 8.814 0.0145 0.128 Vel = 2.84 T.30 119 2.43 1.25 Utr 4.0 33.000 150 16.968 to 0.0 4.000 4.331 T.42 109 10.16 1.054 0.0 37.000 0.0240 0.889 Vel = 3.74 T.42 109 0.0 1.25 Uel 11.0 7.000 150 22.188 to 0.0 11.000 0.0 T.41 109 10.16 1.054 0.0 18.000 0.0240 0.432 Vel = 3.74 T.41 109 -0.76 1.25 Utr 4.0 1.000 150 22.620 to 0.0 4.000 0.0 T.40 109 9.4 1.054 0.0 5.000 0.0208 0.104 Vel = 3.46 T.40 109 0.76 1.25 Utr 4.0 1.000 150 22.724 to 0.0 4.000 0.0 T.39 109 10.16 1.054 0.0 5.000 0.0242 0.121 Vel= 3.74 0.0 T.39 10.16 22.845 K Factor= 2.13 *New Path T.23 119 6.16 0.75 Utr 2.0 9.000 150 14.064 to 0.0 2.000 0.0 1 H.3 119 6.16 0.671 0.0 11.000 0.0859 0.945 Vel = 5.59 H.3 119 0.0 0.75 0.0 3.000 150 15.009 to 0.0 0.0 0.0 T.24 119 6.16 0.671 0.0 3.000 0.0860 0.258 Vel = 5.59 T.24 119 -2.82 0.75 Utb 17.0 6.000 150 15.267 to Utr 2.0 19.000 0.0 H.6 119 3.34 0.671 0.0 25.000 0.0277 0.692 Vel = 3.03 H.6 119 0.0 0.75 Utr 2.0 4.000 150 15.959 to 0.0 2.000 0.0 I H.7 119 3.34 0.671 0.0 6.000 0.0277 0.166 Vel= 3.03 H.7 119 0.0 0.75 Utr 2.0 5.000 150 16.125 to 0.0 2.000 0.0 T.26 119 3.34 0.671 0.0 7.000 0.0277 0.194 Vel = 3.03 T.26 119 0.0 0.75 Utb 17.0 3.000 150 16.319 to 0.0 17.000 0.0 T.29 119 3.34 0.671 0.0 20.000 0.0277 0.554 Vel = 3.03 T.29 119 -0.91 1 Utb 17.0 7.000 150 16.873 to 0.0 14.000 0.0 T.30 119 2.43 0.862 0.0 21.000 0.0045 0.095 Vel = 1.34 0.0 T.30 2.43 16.968 K Factor= 0.59 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final,Calculations : Hazen-Williams Uponor, Inc. Page 8 SOUTH RIVER TERRACE-One Head Calculation (H.4) Date 10/2/2022 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf *New Path T.24 119 2.82 0.75 Utr 2.0 4.000 150 15.267 to 0.0 2.000 0.0 H.2 119 2.82 0.671 0.0 6.000 0.0202 0.121 Vel = 2.56 H.2 119 0.0 0.75 Utr 2.0 18.000 150 15.388 to 0.0 2.000 0.0 H.1 119 2.82 0.671 0.0 20.000 0.0202 0.405 Vel= 2.56 H.1 119 0.0 0.75 Utr 2.0 12.000 150 15.793 to 0.0 2.000 0.0 H.5 119 2.82 0.671 0.0 14.000 0.0203 0.284 Vel = 2.56 H.5 119 0.0 0.75 Utr 2.0 8.000 150 16.077 to 0.0 2.000 0.0 H.10 119 2.82 0.671 0.0 10.000 0.0202 0.202 Vel = 2.56 H.10 119 0.0 0.75 Utr 2.0 3.000 150 16.279 to 0.0 2.000 0.0 T.27 119 2.82 0.671 0.0 5.000 0.0202 0.101 Vel= 2.56 T.27 119 0.0 0.75 Utb 17.0 2.000 150 16.380 to 0.0 17.000 0.0 T.31 119 2.82 0.671 0.0 19.000 0.0203 0.385 Vel = 2.56 T.31 119 -1.71 0.75 Utr 2.0 5.000 150 16.765 to Utb 17.0 19.000 0.0 T.36 119 1.11 0.671 0.0 24.000 0.0036 0.087 Vel= 1.01 T.36 119 0.0 0.75 Utr 2.0 9.000 150 16.852 to 0.0 2.000 0.0 H.14 119 1.11 0.671 0.0 11.000 0.0036 0.040 Vel = 1.01 H.14 119 0.0 0.75 0.0 8.000 150 16.892 to 0.0 0.0 0.0 H.18 119 1.11 0.671 0.0 8.000 0.0036 0.029 Vel = 1.01 H.18 119 0.0 0.75 Utr 2.0 7.000 150 16.921 to 0.0 2.000 0.0 H.15 119 1.11 0.671 0.0 9.000 0.0037 0.033 Vel = 1.01 H.15 119 0.0 0.75 Utr 2.0 22.000 150 16.954 to 0.0 2.000 0.0 T.44 119 1.11 0.671 0.0 24.000 0.0036 0.087 Vel = 1.01 T.44 119 0.92 0.75 0.0 13.000 150 17.041 to 0.0 0.0 0.0 H.22 119 2.03 0.671 0.0 13.000 0.0110 0.143 Vel= 1.84 H.22 119 0.0 0.75 Utr 2.0 10.000 150 17.184 to 0.0 2.000 0.0 H.17 119 2.03 0.671 0.0 12.000 0.0109 0.131 Vel = 1.84 H.17 119 0.0 0.75 Utb 17.0 1.000 150 17.315 to Utr 2.0 19.000 0.0 T.38 119 2.03 0.671 0.0 20.000 0.0110 0.220 Vel = 1.84 0.0 T.38 2.03 17.535 K Factor= 0.48 *New Path T.34 119 0.48 0.75 Utb 17.0 6.000 150 16.175 to Utr 2.0 19.000 0.0 H.13 119 0.48 0.671 0.0 25.000 0.0008 0.019 Vel = 0.44 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 9 SOUTH RIVER TERRACE-One Head Calculation (H.4) Date 10/2/2022 Nodel Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf H.13 119 0.0 0.75 0.0 16.000 150 16.194 to 0.0 0.0 0.0 H.19 119 0.48 0.671 0.0 16.000 0.0008 0.012 Vel = 0.44 H.19 119 0.0 0.75 Utb 17.0 24.000 150 16.206 to Utr 2.0 19.000 0.0 T.37 119 0.48 0.671 0.0 43.000 0.0008 0.033 Vel = 0.44 0.0 T.37 0.48 16.239 K Factor= 0.12 *New Path T.31 119 1.71 1 Utb 17.0 18.000 150 16.765 to 0.0 14.000 0.0 T.32 119 1.71 0.862 0.0 32.000 0.0023 0.075 Vel = 0.94 0.0 T.32 1.71 16.840 K Factor= 0.42 *New Path T.29 119 0.91 0.75 Utb 17.0 5.000 150 16.873 to Utr 2.0 19.000 0.0 H.11 119 0.91 0.671 0.0 24.000 0.0025 0.060 Vel = 0.83 H.11 119 0.0 0.75 Utr 2.0 11.000 150 16.933 to 0.0 2.000 0.0 H.16 119 0.91 0.671 0.0 13.000 0.0025 0.033 Vel = 0.83 H.16 119 0.0 0.75 Utr 2.0 10.000 150 16.966 to 0.0 2.000 0.0 H.21 119 0.91 0.671 0.0 12.000 0.0025 0.030 Vel = 0.83 H.21 119 0.0 0.75 Utb 17.0 1.000 150 16.996 to 0.0 17.000 0.0 T.44 119 0.91 0.671 0.0 18.000 0.0025 0.045 Vel= 0.83 0.0 T.44 0.91 17.041 K Factor= 0.22 1 *New Path T.41 109 0.75 0.75 Utb 17.0 11.000 150 22.620 to Utr 2.0 19.000 0.0 H.20 109 0.75 0.671 0.0 30.000 0.0018 0.053 Vel = 0.68 H.20 109 0.0 0.75 0.0 4.000 150 22.673 to 0.0 0.0 0.0 T.43 109 0.75 0.671 0.0 4.000 0.0018 0.007 Vel = 0.68 T.43 109 0.0 0.75 Utr 2.0 6.000 150 22.680 to Utb 17.0 19.000 0.0 T.40 109 0.75 0.671 0.0 25.000 0.0018 0.044 Vel = 0.68 0.0 T.40 0.75 22.724 K Factor= 0.16 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 -1 I hereby certify that this plan, specification, RECEIVED or report was prepared by me or under my direct supervision and that I am NICET OCT 1 2 2022 Certified. CITY OF TIGARD Ae BUILDING DIVISION Tim W McDonald Date:1 0/04/2022 NICET Certification No. 150393 Water-Based Systems Layout - Level III Certification Expires: June 1, 2025 uponoi AquaSAFETM Fire Safety System oF1lc ; Cap Uponor, Inc. 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : SOUTH RIVER TERRACE-Two Head Calculation (H.19 & H.13) Drawing : RESIDENTIAL Location : STACKED DUPLEX- UNIT 1A TIGARD OR Remote Area : 1 Contract : 43463F 004 Data File : 43463F 004 Duplex, Unit 1A+ Mirror.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor, Inc. Page 1 SOUTH RIVER TERRACE-Two Head Calculation (H.19& H.13) Date 10/2/2022 HYDRAULIC DESIGN INFORMATION SHEET Name - SOUTH RIVER TERRACE Date - 10/03/2022 Location - TIGARD OR Building - RESIDENTIAL System No. - 1 Contractor - WOLCOTT PLUMBING Contract No. - 43463F 004 Calculated By - BRENT KOTULA SET IV Drawing No. - F100 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height VARIES OCCUPANCY - RESIDENTIAL S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: ( ) 1 (X)2 ( ) 4 ( ) S ( )Other T ( ) Specific Ruling Made by Date E M Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 7.04 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction E Domestic Flow Added - 5 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make SENJU Model RC-RES I Elevation at Highest Outlet - 119 Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 155 N Calculation Gpm Required 26.1331 Psi Required 96.77 At Ref Pt STR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - x Rated Cap. Cap. T Time of Test - x @ Psi Elev. E Static (Psi) - 108 Elev. R Residual (Psi) - 103 Other Well Flow (Gpm) - 300 Proof Flow Gpm S Elevation - 95 P Location: STREET P L Source of Information: CONTRACTOR Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C Uponor,Inc. Page 2 SOUTH RIVER TERRACE-Two Head Calculation(H.19&H.13) Date 10/2/2022 City Water Supply: Demand: C1-Static Pressure : 108 D1 -Elevation : 10.394 C2-Residual Pressure: 103 D2-System Flow :26.133 C2-Residual Flow : 300 D2-System Pressure : 96.765 Hose(Demand) :5 D3-System Demand :31.133 Safety Margin : 11.159 150 140 130 P 120 R 110 C1 C2 D2 ® — E 100 S 90 D • S 80 U 70 Rfi0 E 50 40 30 20 10 D1 50 100 150 200 250 300 350 400 450 FLOW(N"1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 Fittings Used Summary Uponor,Inc. Page 3 SOUTH RIVER TERRACE-Two Head Calculation(H.19&H.13) Date 10/2/2022 Fitting Legend Abbrev. Name '/: % 1 1% Ph 2 2h 3 316 4 5 6 8 10 12 14 16 18 20 24 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 G NFPA 13 Gate Valve 1 1 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Uel* Aquapex 90 Elbow 11 11 12 11 13 18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Utb* Aquapex Tee-Branch 2 17 14 9 12 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Utr` Aquapex Tee-Run 1 2 2 4 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 Flow Summary - NFPA Uponor, Inc. Page 4 SOUTH RIVER TERRACE-Two Head Calculation (H.19 & H.13) Date 10/2/2022 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 108.0 103 300.0 107.924 31.13 96.765 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.19 119.0 4.9 7.04 13.0 T.37 119.0 18.19 T.38 119.0 21.99 T.39 109.0 28.71 S.1 109.0 29.87 PRV 95.0 52.21 SMTR 95.0 66.49 TEE 95.0 73.95 5.0 MTR 95.0 87.19 CRB 95.0 93.24 STR 95.0 96.76 H.13 119.0 4.9 7.18 13.13 T.34 119.0 18.24 T.33 119.0 20.78 T.32 119.0 20.82 T.30 119.0 21.16 T.42 109.0 27.34 T.41 109.0 28.24 T.40 109.0 28.46 H.12 119.0 18.28 H.8 119.0 18.54 T.23 119.0 19.05 H.3 119.0 19.71 T.24 119.0 19.88 H.6 119.0 20.41 H.7 119.0 20.53 T.26 119.0 20.68 T.29 119.0 21.1 H.11 119.0 21.17 H.16 119.0 21.2 H.21 119.0 21.23 T.44 119.0 21.28 H.22 119.0 21.49 H.17 119.0 21.68 H.9 119.0 18.62 H.4 119.0 18.92 H.2 119.0 19.96 H.1 119.0 20.21 H.5 119.0 20.38 H.10 119.0 20.51 T.27 119.0 20.57 T.31 119.0 20.8 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA Uponor, Inc. Page 5 SOUTH RIVER TERRACE-Two Head Calculation (H.19 & H.13) Date 10/2/2022 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.36 119.0 20.96 H.14 119.0 21.02 H.18 119.0 21.08 H.15 119.0 21.13 H.20 109.0 28.35 T.43 109.0 28.37 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 6 SOUTH RIVER TERRACE-Two Head Calculation (H.19 & H.13) Date 10/2/2022 Nadel Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf *Remote Head to Supply H.19 119 4.90 11.19 0.75 Utb 17.0 24.000 150 7.040 to Utr 2.0 19.000 0.0 T.37 119 11.19 0.671 0.0 43.000 0.2593 11.149 Vel= 10.15 T.37 119 -2.61 0.75 Utb 17.0 7.000 150 18.189 to 0.0 17.000 0.0 T.38 119 8.58 0.671 0.0 24.000 0.1585 3.803 Vel = 7.78 T.38 119 2.46 1 Utb 17.0 18.000 150 21.992 to 0.0 14.000 4.331 T.39 109 11.04 0.862 0.0 32.000 0.0746 2.386 Vel = 6.07 T.39 109 15.09 1.25 T 2.44 6.000 150 28.709 to 0.0 2.440 0.0 S.1 109 26.13 1.054 0.0 8.440 0.1380 1.165 Vel= 9.61 S.1 109 0.0 1.25 E 1.22 8.000 150 29.874 to 0.0 1.220 21.063 ** Fixed Loss = 15 PRV 95 26.13 1.054 0.0 9.220 0.1381 1.273 Vel = 9.61 PRV 95 0.0 1.25 0.0 2.000 150 52.210 to 0.0 0.0 14.000 ** Fixed Loss= 14 SMTR 95 26.13 1.054 0.0 2.000 0.1380 0.276 Vel = 9.61 SMTR 95 0.0 1.25 E 1.22 50.000 150 66.486 to G 0.407 4.067 0.0 TEE 95 26.13 1.054 T 2.44 54.067 0.1380 7.463 Vel = 9.61 TEE 95 H5 5.00 1.25 T 2.44 50.000 150 73.949 to E 1.22 3.661 3.000 ** Fixed Loss= 3 MTR 95 31.13 1.054 0.0 53.661 0.1908 10.238 Vel= 11.45 MTR 95 0.0 1 0.0 20.000 150 87.187 to 0.0 0.0 1.000 * * Fixed Loss= 1 CRB 95 31.13 0.995 0.0 20.000 0.2526 5.052 Vel = 12.84 CRB 95 0.0 1 0.0 10.000 150 93.239 to 0.0 0.0 1.000 * * Fixed Loss= 1 STR 95 31.13 0.995 0.0 10.000 0.2526 2.526 Vel = 12.84 0.0 STR 31.13 96.765 K Factor= 3.16 *New Path H.19 119 1.81 0.75 0.0 16.000 150 7.040 to 0.0 0.0 0.0 H.13 119 1.81 0.671 0.0 16.000 0.0089 0.142 Vel = 1.64 H.13 119 4.90 13.13 0.75 Utb 17.0 6.000 150 7.182 to Utr 2.0 19.000 0.0 T.34 119 14.94 0.671 0.0 25.000 0.4424 11.059 Vel = 13.55 T.34 119 -2.43 1 Uel 11.0 15.000 150 18.241 to 0.0 12.000 0.0 T.33 119 12.51 0.862 0.0 27.000 0.0941 2.542 Vel = 6.88 T.33 119 0.0 1.25 0.0 1.000 150 20.783 to 0.0 0.0 0.0 T.32 119 12.51 1.054 0.0 1.000 0.0350 0.035 Vel = 4.60 T.32 119 0.67 1.25 Utr 4.0 4.814 150 20.818 to 0.0 4.000 0.0 T.30 119 13.18 1.054 0.0 8.814 0.0389 0.343 Vel = 4.85 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams , Uponor, Inc. Page 7 SOUTH RIVER TERRACE-Two Head Calculation (H.19& H.13) Date 10/2/2022 Nodel Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf T.30 119 1.92 1.25 Utr 4.0 33.000 150 21.161 to 0.0 4.000 4.331 T.42 109 15.1 1.054 0.0 37.000 0.0500 1.850 Vel = 5.55 T.42 109 0.0 1.25 Uel 11.0 7.000 150 27.342 to 0.0 11.000 0.0 T.41 109 15.1 1.054 0.0 18.000 0.0500 0.900 Vel = 5.55 T.41 109 -1.12 1.25 Utr 4.0 1.000 150 28.242 to 0.0 4.000 0.0 T.40 109 13.98 1.054 0.0 5.000 0.0434 0.217 Vel = 5.14 T.40 109 1.12 1.25 Utr 4.0 1.000 150 28.459 to 0.0 4.000 0.0 T.39 109 15.1 1.054 0.0 5.000 0.0500 0.250 Vel = 5.55 0.0 T.39 15.10 28.709 K Factor= 2.82 *New Path T.37 119 2.62 0.75 Utr 2.0 3.000 150 18.189 to 0.0 2.000 0.0 H.12 119 2.62 0.671 0.0 5.000 0.0178 0.089 Vel= 2.38 H.12 119 0.0 0.75 Utr 2.0 13.000 150 18.278 to 0.0 2.000 0.0 H.8 119 2.62 0.671 0.0 15.000 0.0176 0.264 Vel = 2.38 H.8 119 0.0 0.75 Utb 17.0 10.000 150 18.542 to Utr 2.0 19.000 0.0 T.23 119 2.62 0.671 0.0 29.000 0.0176 0.511 Vel= 2.38 T.23 119 2.42 0.75 Utr 2.0 9.000 150 19.053 to 0.0 2.000 0.0 H.3 119 5.04 0.671 0.0 11.000 0.0594 0.653 Vel = 4.57 H.3 119 0.0 0.75 0.0 3.000 150 19.706 to 0.0 0.0 0.0 T.24 119 5.04 0.671 0.0 3.000 0.0593 0.178 Vel = 4.57 T.24 119 -2.17 0.75 Utb 17.0 6.000 150 19.884 to Utr 2.0 19.000 0.0 H.6 119 2.87 0.671 0.0 25.000 0.0210 0.524 Vel = 2.60 H.6 119 0.0 0.75 Utr 2.0 4.000 150 20.408 to 0.0 2.000 0.0 H.7 119 2.87 0.671 0.0 6.000 0.0210 0.126 Vel = 2.60 H.7 119 0.0 0.75 Utr 2.0 5.000 150 20.534 to 0.0 2.000 0.0 T.26 119 2.87 0.671 0.0 7.000 0.0209 0.146 Vel = 2.60 T.26 119 0.0 0.75 Utb 17.0 3.000 150 20.680 to 0.0 17.000 0.0 T.29 119 2.87 0.671 0.0 20.000 0.0210 0.420 Vel= 2.60 T.29 119 -1.91 0.75 Utb 17.0 5.000 150 21.100 to Utr 2.0 19.000 0.0 H.11 119 0.96 0.671 0.0 24.000 0.0028 0.066 Vel = 0.87 H.11 119 0.0 0.75 Utr 2.0 11.000 150 21.166 to 0.0 2.000 0.0 H.16 119 0.96 0.671 0.0 13.000 0.0027 0.035 Vel = 0.87 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 8 SOUTH RIVER TERRACE-Two Head Calculation (H.19& H.13) Date 10/2/2022 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf H.16 119 0.0 0.75 Utr 2.0 10.000 150 21.201 to 0.0 2.000 0.0 H.21 119 0.96 0.671 0.0 12.000 0.0028 0.033 Vel= 0.87 H.21 119 0.0 0.75 Utb 17.0 1.000 150 21.234 to 0.0 17.000 0.0 T.44 119 0.96 0.671 0.0 18.000 0.0028 0.050 Vel = 0.87 T.44 119 1.50 0.75 0.0 13.000 150 21.284 to 0.0 0.0 0.0 H.22 119 2.46 0.671 0.0 13.000 0.0157 0.204 Vel= 2.23 H.22 119 0.0 0.75 Utr 2.0 10.000 150 21.488 to 0.0 2.000 0.0 H.17 119 2.46 0.671 0.0 12.000 0.0158 0.189 Vel = 2.23 H.17 119 0.0 0.75 Utb 17.0 1.000 150 21.677 to Utr 2.0 19.000 0.0 T.38 119 2.46 0.671 0.0 20.000 0.0158 0.315 Vel = 2.23 0.0 T.38 2.46 21.992 K Factor= 0.52 *New Path T.34 119 2.43 0.75 Utb 17.0 8.000 150 18.241 to 0.0 17.000 0.0 H.9 119 2.43 0.671 0.0 25.000 0.0153 0.383 Vel = 2.20 H.9 119 0.0 0.75 Utr 2.0 17.000 150 18.624 to 0.0 2.000 0.0 H.4 119 2.43 0.671 0.0 19.000 0.0153 0.291 Vel = 2.20 H.4 119 0.0 0.75 Utr 2.0 7.000 150 18.915 to 0.0 2.000 0.0 T.23 119 2.43 0.671 0.0 9.000 0.0153 0.138 Vel = 2.20 0.0 T.23 2.43 19.053 K Factor= 0.56 *New Path T.24 119 2.17 0.75 Utr 2.0 4.000 150 19.884 to 0.0 2.000 0.0 H.2 119 2.17 0.671 0.0 6.000 0.0123 0.074 Vel= 1.97 H.2 119 0.0 0.75 Utr 2.0 18.000 150 19.958 to 0.0 2.000 0.0 H.1 119 2.17 0.671 0.0 20.000 0.0124 0.249 Vel = 1.97 H.1 119 0.0 0.75 Utr 2.0 12.000 150 20.207 to 0.0 2.000 0.0 H.5 119 2.17 0.671 0.0 14.000 0.0124 0.174 Vel= 1.97 H.5 119 0.0 0.75 Utr 2.0 8.000 150 20.381 to 0.0 2.000 0.0 H.10 119 2.17 0.671 0.0 10.000 0.0125 0.125 Vel = 1.97 H.10 119 0.0 0.75 Utr 2.0 3.000 150 20.506 to 0.0 2.000 0.0 T.27 119 2.17 0.671 0.0 5.000 0.0124 0.062 Vel = 1.97 T.27 119 0.0 0.75 Utb 17.0 2.000 150 20.568 to 0.0 17.000 0.0 T.31 119 2.17 0.671 0.0 19.000 0.0125 0.237 Vel = 1.97 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 9 SOUTH RIVER TERRACE-Two Head Calculation (H.19&H.13) Date 10/2/2022 Nadel Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf T.31 119 -0.67 0.75 Utr 2.0 5.000 150 20.805 to Utb 17.0 19.000 0.0 T.36 119 1.5 0.671 0.0 24.000 0.0063 0.151 Vel = 1.36 T.36 119 0.0 0.75 Utr 2.0 9.000 150 20.956 to 0.0 2.000 0.0 H.14 119 1.5 0.671 0.0 11.000 0.0063 0.069 Vel = 1.36 H.14 119 0.0 0.75 0.0 8.000 150 21.025 to 0.0 0.0 0.0 H.18 119 1.5 0.671 0.0 8.000 0.0064 0.051 Vel = 1.36 H.18 119 0.0 0.75 Utr 2.0 7.000 150 21.076 to 0.0 2.000 0.0 H.15 119 1.5 0.671 0.0 9.000 0.0062 0.056 Vel= 1.36 H.15 119 0.0 0.75 Utr 2.0 22.000 150 21.132 to 0.0 2.000 0.0 T.44 119 1.5 0.671 0.0 24.000 0.0063 0.152 Vel = 1.36 0.0 T.44 1.50 21.284 K Factor= 0.33 *New Path T.31 119 0.67 1 Utb 17.0 18.000 150 20.805 to 0.0 14.000 0.0 T.32 119 0.67 0.862 0.0 32.000 0.0004 0.013 Vel= 0.37 0.0 T.32 0.67 20.818 K Factor= 0.15 *New Path T.29 119 1.92 1 Utb 17.0 7.000 150 21.100 to 0.0 14.000 0.0 T.30 119 1.92 0.862 0.0 21.000 0.0029 0.061 Vel = 1.06 0.0 T.30 1.92 21.161 K Factor= 0.42 *New Path T.41 109 1.12 0.75 Utb 17.0 11.000 150 28.242 to Utr 2.0 19.000 0.0 H.20 109 1.12 0.671 0.0 30.000 0.0037 0.111 Vel= 1.02 H.20 109 0.0 0.75 0.0 4.000 150 28.353 to 0.0 0.0 0.0 T.43 109 1.12 0.671 0.0 4.000 0.0035 0.014 Vel = 1.02 T.43 109 0.0 0.75 Utr 2.0 6.000 150 28.367 to Utb 17.0 19.000 0.0 T.40 109 1.12 0.671 0.0 25.000 0.0037 0.092 Vel = 1.02 0.0 T.40 1.12 28.459 K Factor= 0.21 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 RECEIVED I hereby certify that this plan, specification, or report was prepared by me or under my OCT 1 2 2022 direct supervision and that I am NICET Certified. 9� BUILDING TIGARD Tim W McDonald Date: 10/04/2022 NICET Certification No. 150393 Water-Based Systems Layout - Level III Certification Expires: June 1, 2025 14.;a ;may` AquaSAFETM Fire Safety System Uponor, Inc. 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : SOUTH RIVER TERRACE - One Head Calculation (HA) Drawing : RESIDENTIAL Location : STACKED DUPLEX- UNIT 1B TIGARD OR Remote Area : 1 Contract : 43463F 004 Data File : 43463F 004 Duplex, Unit 1 B + Mirror.wxl Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor, Inc. Page 1 SOUTH RIVER TERRACE-One Head Calculation(H.4) Date 10/2/2022 HYDRAULIC DESIGN INFORMATION SHEET Name - SOUTH RIVER TERRACE Date - 10/03/2022 Location - TIGARD OR Building - RESIDENTIAL System No. - 1 Contractor - WOLCOTT PLUMBING Contract No. - 43463F 004 Calculated By - BRENT KOTULA SET IV Drawing No. - F100 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height VARIES OCCUPANCY - RESIDENTIAL S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: (X) 1 ( ) 2 ( ) 4 ( ) S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 17 Gpm System Type Listed Pres. at Start Point - 12 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 18 x 18 ( ) Deluge ( ) PreAction E Domestic Flow Added - 5 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make SENJU Model RC-RES I Elevation at Highest Outlet - 119 Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 155 N Calculation Gpm Required 17 Psi Required 79.17 At Ref Pt STR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - x Rated Cap. Cap. T Time of Test - x @ Psi Elev. E Static (Psi) - 108 Elev. R Residual (Psi) - 103 Other Well Flow (Gpm) - 300 Proof Flow Gpm S Elevation - 95 _ P Location: STREET P L Source of Information: CONTRACTOR Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C Uponor, Inc. Page 2 SOUTH RIVER TERRACE-One Head Calculation(H.4) Date 10/2/2022 City Water Supply: Demand: C1-Static Pressure : 108 D1-Elevation : 10.394 C2-Residual Pressure: 103 D2-System Flow : 16.974 C2-Residual Flow : 300 D2-System Pressure : 79.166 Hose(Demand) :5 D3-System Demand :21.974 Safety Margin : 28.794 150 140 130 p 120 R 110 o C1 C2 E 100 S 90 - D2 S 80 t U70D3 R 60 E 50 40 30 20 10 o D1 50 100 150 200 250 300 350 400 450 FLOW(N^1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 Fittings Used Summary Uponor,Inc. Page 3 SOUTH RIVER TERRACE-One Head Calculation(H.4) Date 10/2/2022 Fitting Legend Abbrev. Name % ' 1 1' 1% 2 2% 3 3i 4 5 6 8 10 12 14 16 18 20 24 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 G NFPA 13 Gate Valve 1 1 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Uel• Aquapex 90 Elbow 11 11 12 11 13 18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Utb" Aquapex Tee-Branch 2 17 14 9 12 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Utr• Aquapex Tee-Run 1 2 2 4 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 Flow Summary - NFPA Uponor, Inc. Page 4 SOUTH RIVER TERRACE- One Head Calculation (H.4) Date 10/2/2022 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 108.0 103 300.0 107.96 21.97 79.166 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.4 119.0 4.9 12.0 16.97 H.3 119.0 14.91 T.23 119.0 15.46 H.6 119.0 16.86 H.7 119.0 17.19 T.25 119.0 17.59 T.28 119.0 19.1 T.43 109.0 24.43 T.42 109.0 24.92 T.41 109.0 25.04 T.40 109.0 25.17 S.1 109.0 25.7 PRV 95.0 47.33 SMTR 95.0 61.46 TEE 95.0 64.81 5.0 MTR 95.0 73.19 CRB 95.0 76.84 STR 95.0 79.17 H.8 119.0 13.96 H.9 119.0 16.06 T.36 119.0 17.89 H.12 119.0 18.45 T.35 119.0 18.91 T.31 119.0 19.02 T.30 119.0 19.02 H.2 119.0 15.73 H.1 119.0 16.63 H.5 119.0 17.26 H.10 119.0 17.71 T.26 119.0 17.94 T.29 119.0 18.79 H.13 119.0 18.06 T.39 119.0 18.78 T.38 119.0 20.08 H.19 119.0 18.81 H.22 119.0 18.91 H.21 119.0 18.97 T.37 119.0 19.06 H.16 119.0 19.49 H.17 119.0 19.74 T.33 119.0 18.9 T.34 119.0 18.91 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA Uponor, Inc. Page 5 SOUTH RIVER TERRACE- One Head Calculation (H.4) Date 10/2/2022 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.14 119.0 18.96 H.18 119.0 19.0 H.15 119.0 19.04 H.11 119.0 18.91 H.20 109.0 24.98 T.44 109.0 24.99 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 6 SOUTH RIVER TERRACE-One Head Calculation (H.4) Date 10/2/2022 Nadel Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf *Remote Head to Supply H.4 119 4.90 9.24 0.75 Utr 2.0 14.000 150 12.000 to 0.0 2.000 0.0 H.3 119 9.24 0.671 0.0 16.000 0.1819 2.910 Vel = 8.38 H.3 119 0.0 0.75 0.0 3.000 150 14.910 to 0.0 0.0 0.0 T.23 119 9.24 0.671 0.0 3.000 0.1817 0.545 Vel = 8.38 T.23 119 -4.35 0.75 Utb 17.0 6.000 150 15.455 to Utr 2.0 19.000 0.0 H.6 119 4.89 0.671 0.0 25.000 0.0561 1.402 Vel = 4.44 H.6 119 0.0 0.75 Utr 2.0 4.000 150 16.857 to 0.0 2.000 0.0 H.7 119 4.89 0.671 0.0 6.000 0.0562 0.337 Vel = 4.44 H.7 119 0.0 0.75 Utr 2.0 5.000 150 17.194 to 0.0 2.000 0.0 T.25 119 4.89 0.671 0.0 7.000 0.0560 0.392 Vel = 4.44 T.25 119 0.0 0.75 Utb 17.0 10.000 150 17.586 to 0.0 17.000 0.0 T.28 119 4.89 0.671 0.0 27.000 0.0561 1.514 Vel = 4.44 T.28 119 5.94 1.25 Utr 4.0 33.000 150 19.100 to 0.0 4.000 4.331 T.43 109 10.83 1.054 0.0 37.000 0.0271 1.001 Vel = 3.98 T.43 109 0.0 1.25 Uel 11.0 7.000 150 24.432 to 0.0 11.000 0.0 T.42 109 10.83 1.054 0.0 18.000 0.0270 0.486 Vel = 3.98 T.42 109 -0.81 1.25 Utr 4.0 1.000 150 24.918 to 0.0 4.000 0.0 T.41 109 10.02 1.054 0.0 5.000 0.0236 0.118 Vel = 3.68 T.41 109 0.81 1.25 Utr 4.0 1.000 150 25.036 to 0.0 4.000 0.0 T.40 109 10.83 1.054 0.0 5.000 0.0270 0.135 Vel = 3.98 T.40 109 6.14 1.25 T 2.44 6.000 150 25.171 to 0.0 2.440 0.0 S.1 109 16.97 1.054 0.0 8.440 0.0621 0.524 Vel = 6.24 S.1 109 0.0 1.25 E 1.22 8.000 150 25.695 to 0.0 1.220 21.063 ** Fixed Loss= 15 PRV 95 16.97 1.054 0.0 9.220 0.0621 0.573 Vel = 6.24 PRV 95 0.0 1.25 0.0 2.000 150 47.331 to 0.0 0.0 14.000 ** Fixed Loss= 14 SMTR 95 16.97 1.054 0.0 2.000 0.0625 0.125 Vel= 6.24 SMTR 95 0.0 1.25 E 1.22 50.000 150 61.456 to G 0.407 4.067 0.0 TEE 95 16.97 1.054 T 2.44 54.067 0.0621 3.358 Vel= 6.24 TEE 95 H5 5.00 1.25 T 2.44 50.000 150 64.814 to E 1.22 3.661 3.000 ** Fixed Loss =3 MTR 95 21.97 1.054 0.0 53.661 0.1002 5.375 Vel= 8.08 MTR 95 0.0 1 0.0 20.000 150 73.189 to 0.0 0.0 1.000 ** Fixed Loss= 1 CRB 95 21.97 0.995 0.0 20.000 0.1326 2.651 Vel = 9.07 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams , , ' Uponor, Inc. Page 7 SOUTH RIVER TERRACE-One Head Calculation (H.4) Date 10/2/2022 Node1 Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf CRB 95 0.0 1 0.0 10.000 150 76.840 to 0.0 0.0 1.000 ** Fixed Loss= 1 STR 95 21.97 0.995 0.0 10.000 0.1326 1.326 Vel = 9.07 0.0 STR 21.97 79.166 K Factor= 2.47 *New Path H.4 119 7.73 0.75 Utr 2.0 13.000 150 12.000 to 0.0 2.000 0.0 H.8 119 7.73 0.671 0.0 15.000 0.1309 1.963 Vel = 7.01 H.8 119 0.0 0.75 Utr 2.0 14.000 150 13.963 to 0.0 2.000 0.0 H.9 119 7.73 0.671 0.0 16.000 0.1308 2.093 Vel = 7.01 H.9 119 0.0 0.75 Utr 2.0 12.000 150 16.056 to 0.0 2.000 0.0 T.36 119 7.73 0.671 0.0 14.000 0.1309 1.832 Vel = 7.01 T.36 119 -4.86 0.75 Utb 17.0 10.000 150 17.888 to 0.0 17.000 0.0 H.12 119 2.87 0.671 0.0 27.000 0.0209 0.564 Vel = 2.60 H.12 119 0.0 0.75 Utb 17.0 3.000 150 18.452 to Utr 2.0 19.000 0.0 T.35 119 2.87 0.671 0.0 22.000 0.0209 0.459 Vel = 2.60 T.35 119 -0.04 1 Uel 11.0 6.000 150 18.911 to 0.0 12.000 0.0 T.31 119 2.83 0.862 0.0 18.000 0.0060 0.108 Vel = 1.56 T.31 119 0.0 1.25 0.0 1.000 150 19.019 to 0.0 0.0 0.0 T.30 119 2.83 1.054 0.0 1.000 0.0030 0.003 Vel = 1.04 T.30 119 3.11 1.25 Utr 4.0 4.814 150 19.022 to 0.0 4.000 0.0 T.28 119 5.94 1.054 0.0 8.814 0.0088 0.078 Vel = 2.18 0.0 T.28 5.94 19.100 K Factor= 1.36 *New Path T.23 119 4.35 0.75 Utr 2.0 4.000 150 15.455 to 0.0 2.000 0.0 H.2 119 4.35 0.671 0.0 6.000 0.0452 0.271 Vel = 3.95 H.2 119 0.0 0.75 Utr 2.0 18.000 150 15.726 to 0.0 2.000 0.0 H.1 119 4.35 0.671 0.0 20.000 0.0451 0.902 Vel = 3.95 H.1 119 0.0 0.75 Utr 2.0 12.000 150 16.628 to 0.0 2.000 0.0 H.5 119 4.35 0.671 0.0 14.000 0.0451 0.631 Vel= 3.95 H.5 119 0.0 0.75 Utr 2.0 8.000 150 17.259 to 0.0 2.000 0.0 H.10 119 4.35 0.671 0.0 10.000 0.0451 0.451 Vel= 3.95 H.10 119 0.0 0.75 Utr 2.0 3.000 150 17.710 to 0.0 2.000 0.0 T.26 119 4.35 0.671 0.0 5.000 0.0452 0.226 Vel = 3.95 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 8 SOUTH RIVER TERRACE- One Head Calculation (H.4) Date 10/2/2022 Nodel Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf T.26 119 0.0 0.75 Utb 17.0 2.000 150 17.936 to 0.0 17.000 0.0 T.29 119 4.35 0.671 0.0 19.000 0.0451 0.856 Vel= 3.95 T.29 119 -1.24 1 Utb 17.0 18.000 150 18.792 to 0.0 14.000 0.0 T.30 119 3.11 0.862 0.0 32.000 0.0072 0.230 Vel = 1.71 0.0 T.30 3.11 19.022 K Factor= 0.71 *New Path T.36 119 4.87 0.75 Utr 2.0 1.000 150 17.888 to 0.0 2.000 0.0 H.13 119 4.87 0.671 0.0 3.000 0.0557 0.167 Vel= 4.42 H.13 119 0.0 0.75 Utr 2.0 11.000 150 18.055 to 0.0 2.000 0.0 T.39 119 4.87 0.671 0.0 13.000 0.0555 0.722 Vel = 4.42 T.39 119 -1.31 0.75 2Utb 34.0 8.000 150 18.777 to 0.0 34.000 0.0 T.38 119 3.56 0.671 0.0 42.000 0.0311 1.305 Vel = 3.23 T.38 119 2.59 1 Utb 17.0 16.000 150 20.082 to 0.0 14.000 4.331 T.40 109 6.15 0.862 0.0 30.000 0.0253 0.758 Vel= 3.38 0.0 T.40 6.15 25.171 K Factor= 1.23 *New Path T.39 119 1.31 0.75 Utr 2.0 5.000 150 18.777 to 0.0 2.000 0.0 H.19 119 1.31 0.671 0.0 7.000 0.0049 0.034 Vel = 1.19 H.19 119 0.0 0.75 Utr 2.0 18.000 150 18.811 to 0.0 2.000 0.0 H.22 119 1.31 0.671 0.0 20.000 0.0050 0.099 Vel = 1.19 H.22 119 0.0 0.75 0.0 12.000 150 18.910 to 0.0 0.0 0.0 H.21 119 1.31 0.671 0.0 12.000 0.0048 0.058 Vel = 1.19 H.21 119 0.0 0.75 Utr 2.0 17.000 150 18.968 to 0.0 2.000 0.0 T.37 119 1.31 0.671 0.0 19.000 0.0049 0.094 Vel = 1.19 T.37 119 1.28 0.75 Utb 17.0 8.000 150 19.062 to 0.0 17.000 0.0 H.16 119 2.59 0.671 0.0 25.000 0.0173 0.432 Vel = 2.35 H.16 119 0.0 0.75 Utr 2.0 12.000 150 19.494 to 0.0 2.000 0.0 H.17 119 2.59 0.671 0.0 14.000 0.0173 0.242 Vel = 2.35 H.17 119 0.0 0.75 Utb 17.0 3.000 150 19.736 to 0.0 17.000 0.0 T.38 119 2.59 0.671 0.0 20.000 0.0173 0.346 Vel = 2.35 0.0 T.38 2.59 20.082 K Factor= 0.58 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams • Uponor, Inc. Page 9 SOUTH RIVER TERRACE-One Head Calculation(H.4) Date 10/2/2022 Nadel Elevl K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf *New Path T.29 119 1.24 0.75 Utr 2.0 5.000 150 18.792 to Utb 17.0 19.000 0.0 T.33 119 1.24 0.671 0.0 24.000 0.0044 0.106 Vel = 1.13 T.33 119 0.0 0.75 Utr 2.0 1.000 150 18.898 to 0.0 2.000 0.0 T.34 119 1.24 0.671 0.0 3.000 0.0047 0.014 Vel= 1.13 T.34 119 0.04 0.75 Utr 2.0 8.000 150 18.912 to 0.0 2.000 0.0 H.14 119 1.28 0.671 0.0 10.000 0.0046 0.046 Vel = 1.16 H.14 119 0.0 0.75 0.0 8.000 150 18.958 to 0.0 0.0 0.0 H.18 119 1.28 0.671 0.0 8.000 0.0048 0.038 Vel = 1.16 H.18 119 0.0 0.75 Utr 2.0 7.000 150 18.996 to 0.0 2.000 0.0 H.15 119 1.28 0.671 0.0 9.000 0.0047 0.042 Vel = 1.16 H.15 119 0.0 0.75 Utr 2.0 3.000 150 19.038 to OM 2.000 0.0 T.37 119 1.28 0.671 0.0 5.000 0.0048 0.024 Vel = 1.16 0.0 T.37 1.28 19.062 K Factor= 0.29 *New Path T.35 119 0.04 0.75 Utb 17.0 9.000 150 18.911 to Utr 2.0 19.000 0.0 H.11 119 0.04 0.671 0.0 28.000 0 0.0 Vel = 0.04 H.11 119 0.0 0.75 Utb 17.0 14.000 150 18.911 to 0.0 17.000 0.0 T.34 119 0.04 0.671 0.0 31.000 0 0.001 Vel= 0.04 0.0 T.34 0.04 18.912 K Factor= 0.01 *New Path T.42 109 0.80 0.75 Utb 17.0 11.000 150 24.918 to Utr 2.0 19.000 0.0 H.20 109 0.8 0.671 0.0 30.000 0.0020 0.060 Vel = 0.73 H.20 109 0.0 0.75 0.0 4.000 150 24.978 to 0.0 0.0 0.0 T.44 109 0.8 0.671 0.0 4.000 0.0020 0.008 Vel= 0.73 T.44 109 0.0 0.75 Utr 2.0 6.000 150 24.986 to Utb 17.0 19.000 0.0 T.41 109 0.8 0.671 0.0 25.000 0.0020 0.050 Vel = 0.73 0.0 T.41 0.80 25.036 K Factor= 0.16 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 RECEIVEDI hereby certify that this plan, specification, OCT 2 2022 or report was prepared by me or under my direct supervision and that I am NICET Certified. CITY OF TIGARD BUILDINGNG DIVISION Tim W McDonald Date: 10/04/2022 NICET Certification No. 150393 Water-Based Systems Layout - Level III Certification Expires: June 1, 2025 uponor AquaSAFETM Fire Safety System OFFICE COP)/ Uponor, Inc. 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : SOUTH RIVER TERRACE-Two Head Calculation (H.1 & H.5) Drawing : RESIDENTIAL Location : STACKED DUPLEX-UNIT 1B TIGARD OR Remote Area : 1 Contract : 43463F 004 Data File : 43463F 004 Duplex, Unit 1 B + Mirror.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor, Inc. Page 1 SOUTH RIVER TERRACE-Two Head Calculation (H.1 & H.5) Date 10/2/2022 HYDRAULIC DESIGN INFORMATION SHEET Name - SOUTH RIVER TERRACE Date - 10/03/2022 Location - TIGARD OR Building - RESIDENTIAL System No. - 1 Contractor - WOLCOTT PLUMBING Contract No. - 43463F 004 Calculated By - BRENT KOTULA SET IV Drawing No. - F100 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height VARIES OCCUPANCY - RESIDENTIAL S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: ( ) l (X)2 ( ) 4 ( ) S ( )Other T ( )Specific Ruling Made by Date M Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 7.04 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction E Domestic Flow Added - 5 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make SENJU Model RC-RES 2 Elevation at Highest Outlet - 119 Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 155 N Calculation Gpm Required 26.0116 Psi Required 97.64 At Ref Pt STR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - x Rated Cap. Cap. T Time of Test - x @ Psi Elev. E Static (Psi) - 108 Elev. R Residual (Psi) - 103 Other Well Flow (Gpm) - 300 Proof Flow Gpm S Elevation - 95 P Location: STREET P L Source of Information: CONTRACTOR Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C Uponor,Inc. Page 2 SOUTH RIVER TERRACE-Two Head Calculation(H.1 8.H.5) Date 10/2/2022 City Water Supply: Demand: C1-Static Pressure : 108 D1 -Elevation : 10.394 C2-Residual Pressure: 103 D2-System Flow :26.012 C2-Residual Flow : 300 D2-System Pressure : 97.642 Hose(Demand) :5 D3-System Demand :31.012 Safety Margin : 10.282 150 140 _ - __-- 130 P 120 C1 R 110 0 C2 E 100 0.. D2 -— S 90 D: S 80 U 70 R 60 E 50 40 30 20 10 ° D1 50 100 150 200 250 300 350 400 450 FLOW(N^1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 Fittings Used Summary Uponor, Inc. Page 3 SOUTH RIVER TERRACE-Two Head Calculation(H.1 &H.5) Date 10/2/2022 Fitting Legend Abbrev. Name %x V. 1 1'/. 1' 2 2' 3 35 4 5 6 8 10 12 14 16 18 20 24 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 G NFPA 13 Gate Valve 1 1 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA 13 90'Flow thm Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Uel• Aquapex 90 Elbow 11 11 12 11 13 18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Utb` Aquapex Tee-Branch 2 17 14 9 12 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Utr. Aquapex Tee-Run 1 2 2 4 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 Flow Summary - NFPA Uponor, Inc. Page 4 SOUTH RIVER TERRACE-Two Head Calculation (H.1 & H.5) Date 10/2/2022 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 108.0 103 300.0 107.925 31.01 97.642 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.1 119.0 4.9 7.04 13.0 H.2 119.0 13.44 T.23 119.0 15.36 H.6 119.0 17.65 H.7 119.0 18.2 T.25 119.0 18.84 T.28 119.0 21.31 T.43 109.0 28.04 T.42 109.0 29.2 T.41 109.0 29.48 T.40 109.0 29.8 S.1 109.0 30.96 PRV 95.0 53.28 SMTR 95.0 67.56 TEE 95.0 74.95 5.0 MTR 95.0 88.12 CRB 95.0 94.14 STR 95.0 97.64 H.5 119.0 4.9 7.05 13.01 H.10 119.0 10.7 T.26 119.0 12.53 T.29 119.0 19.48 T.30 119.0 21.07 H.3 119.0 15.61 H.4 119.0 16.98 H.8 119.0 18.27 H.9 119.0 19.64 T.36 119.0 20.84 H.13 119.0 21.03 T.39 119.0 21.81 T.38 119.0 24.04 T.33 119.0 20.68 T.34 119.0 20.83 H.14 119.0 21.14 H.18 119.0 21.39 H.15 119.0 21.68 T.37 119.0 21.84 H.16 119.0 22.77 H.17 119.0 23.29 H.11 119.0 20.92 T.35 119.0 21.01 T.31 119.0 21.07 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA Uponor, Inc. Page 5 SOUTH RIVER TERRACE-Two Head Calculation (H.1 & H.5) Date 10/2/2022 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.12 119.0 20.94 H.19 119.0 21.81 H.22 119.0 21.82 H.21 119.0 21.83 H.20 109.0 29.34 T.44 109.0 29.36 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 6 SOUTH RIVER TERRACE-Two Head Calculation (H.1 & H.5) Date 10/2/2022 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf *Remote Head to Supply H.1 119 4.90 12.54 0.75 Utr 2.0 18.000 150 7.040 to 0.0 2.000 0.0 H.2 119 12.54 0.671 0.0 20.000 0.3198 6.396 Vel = 11.38 H.2 119 0.0 0.75 Utr 2.0 4.000 150 13.436 to 0.0 2.000 0.0 T.23 119 12.54 0.671 0.0 6.000 0.3198 1.919 Vel = 11.38 T.23 119 -6.16 0.75 Utb 17.0 6.000 150 15.355 to Utr 2.0 19.000 0.0 H.6 119 6.38 0.671 0.0 25.000 0.0917 2.292 Vel = 5.79 H.6 119 0.0 0.75 Utr 2.0 4.000 150 17.647 to 0.0 2.000 0.0 H.7 119 6.38 0.671 0.0 6.000 0.0917 0.550 Vel= 5.79 H.7 119 0.0 0.75 Utr 2.0 5.000 150 18.197 to 0.0 2.000 0.0 T.25 119 6.38 0.671 0.0 7.000 0.0917 0.642 Vel= 5.79 T.25 119 0.0 0.75 Utb 17.0 10.000 150 18.839 to 0.0 17.000 0.0 T.28 119 6.38 0.671 0.0 27.000 0.0917 2.475 Vel= 5.79 T.28 119 10.96 1.25 Utr 4.0 33.000 150 21.314 to 0.0 4.000 4.331 T.43 109 17.34 1.054 0.0 37.000 0.0646 2.391 Vel = 6.38 T.43 109 0.0 1.25 Uel 11.0 7.000 150 28.036 to 0.0 11.000 0.0 T.42 109 17.34 1.054 0.0 18.000 0.0646 1.163 Vel = 6.38 T.42 109 -1.29 1.25 Utr 4.0 1.000 150 29.199 to 0.0 4.000 0.0 T.41 109 16.05 1.054 0.0 5.000 0.0560 0.280 Vel = 5.90 T.41 109 1.29 1.25 Utr 4.0 1.000 150 29.479 to 0.0 4.000 0.0 T.40 109 17.34 1.054 0.0 5.000 0.0646 0.323 Vel = 6.38 T.40 109 8.67 1.25 T 2.44 6.000 150 29.802 to 0.0 2.440 0.0 S.1 109 26.01 1.054 0.0 8.440 0.1368 1.155 Vel = 9.56 S.1 109 0.0 1.25 E 1.22 8.000 150 30.957 to 0.0 1.220 21.063 ** Fixed Loss= 15 PRV 95 26.01 1.054 0.0 9.220 0.1369 1.262 Vel = 9.56 PRV 95 0.0 1.25 0.0 2.000 150 53.282 to 0.0 0.0 14.000 ** Fixed Loss= 14 SMTR 95 26.01 1.054 0.0 2.000 0.1370 0.274 Vel = 9.56 SMTR 95 0.0 1.25 E 1.22 50.000 150 67.556 to G 0.407 4.067 0.0 TEE 95 26.01 1.054 T 2.44 54.067 0.1368 7.398 Vel = 9.56 TEE 95 H5 5.00 1.25 T 2.44 50.000 150 74.954 to E 1.22 3.661 3.000 ** Fixed Loss=3 MTR 95 31.01 1.054 0.0 53.661 0.1894 10.165 Vel = 11.40 MTR 95 0.0 1 0.0 20.000 150 88.119 to 0.0 0.0 1.000 ** Fixed Loss = 1 CRB 95 31.01 0.995 0.0 20.000 0.2508 5.016 Vel = 12.80 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams • • ' Uponor, Inc. Page 7 SOUTH RIVER TERRACE-Two Head Calculation (H.1 &H.5) Date 10/2/2022 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf CRB 95 0.0 1 0.0 10.000 150 94.135 to 0.0 0.0 1.000 ** Fixed Loss= 1 STR 95 31.01 0.995 0.0 10.000 0.2507 2.507 Vel = 12.80 0.0 STR 31.01 97.642 K Factor= 3.14 *New Path H.1 119 0.46 0.75 Utr 2.0 12.000 150 7.040 to 0.0 2.000 0.0 H.5 119 0.46 0.671 0.0 14.000 0.0007 0.010 Vel= 0.42 H.5 119 4.90 13.02 0.75 Utr 2.0 8.000 150 7.050 to 0.0 2.000 0.0 H.10 119 13.48 0.671 0.0 10.000 0.3655 3.655 Vel= 12.23 H.10 119 0.0 0.75 Utr 2.0 3.000 150 10.705 to 0.0 2.000 0.0 T.26 119 13.48 0.671 0.0 5.000 0.3654 1.827 Vel = 12.23 T.26 119 0.0 0.75 Utb 17.0 2.000 150 12.532 to 0.0 17.000 0.0 T.29 119 13.48 0.671 0.0 19.000 0.3655 6.944 Vel = 12.23 T.29 119 -4.60 1 Utb 17.0 18.000 150 19.476 to 0.0 14.000 0.0 T.30 119 8.88 0.862 0.0 32.000 0.0498 1.595 Vel = 4.88 T.30 119 2.08 1.25 Utr 4.0 4.814 150 21.071 to 0.0 4.000 0.0 T.28 119 10.96 1.054 0.0 8.814 0.0276 0.243 Vel= 4.03 0.0 T.28 10.96 21.314 K Factor= 2.37 *New Path T.23 119 6.16 0.75 0.0 3.000 150 15.355 to 0.0 0.0 0.0 H.3 119 6.16 0.671 0.0 3.000 0.0857 0.257 Vel = 5.59 H.3 119 0.0 0.75 Utr 2.0 14.000 150 15.612 to 0.0 2.000 0.0 H.4 119 6.16 0.671 0.0 16.000 0.0858 1.373 Vel = 5.59 H.4 119 0.0 0.75 Utr 2.0 13.000 150 16.985 to 0.0 2.000 0.0 H.8 119 6.16 0.671 0.0 15.000 0.0857 1.286 Vel = 5.59 H.8 119 0.0 0.75 Utr 2.0 14.000 150 18.271 to 0.0 2.000 0.0 H.9 119 6.16 0.671 0.0 16.000 0.0858 1.373 Vel = 5.59 H.9 119 0.0 0.75 Utr 2.0 12.000 150 19.644 to 0.0 2.000 0.0 T.36 119 6.16 0.671 0.0 14.000 0.0858 1.201 Vel = 5.59 T.36 119 -1.07 0.75 Utr 2.0 1.000 150 20.845 to 0.0 2.000 0.0 H.13 119 5.09 0.671 0.0 3.000 0.0603 0.181 Vel = 4.62 H.13 119 0.0 0.75 Utr 2.0 11.000 150 21.026 to 0.0 2.000 0.0 T.39 119 5.09 0.671 0.0 13.000 0.0604 0.785 Vel = 4.62 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 8 SOUTH RIVER TERRACE-Two Head Calculation (H.1 & H.5) Date 10/2/2022 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf T.39 119 -0.34 0.75 2Utb 34.0 8.000 150 21.811 to 0.0 34.000 0.0 T.38 119 4.75 0.671 0.0 42.000 0.0530 2.227 Vel = 4.31 T.38 119 3.92 1 Utb 17.0 16.000 150 24.038 to 0.0 14.000 4.331 T.40 109 8.67 0.862 0.0 30.000 0.0478 1.433 Vel= 4.77 0.0 T.40 8.67 29.802 K Factor= 1.59 *New Path T.29 119 4.60 0.75 Utr 2.0 5.000 150 19.476 to Utb 17.0 19.000 0.0 T.33 119 4.6 0.671 0.0 24.000 0.0500 1.201 Vel= 4.17 T.33 119 0.0 0.75 Utr 2.0 1.000 150 20.677 to 0.0 2.000 0.0 T.34 119 4.6 0.671 0.0 3.000 0.0500 0.150 Vel = 4.17 T.34 119 -1.02 0.75 Utr 2.0 8.000 150 20.827 to 0.0 2.000 0.0 H.14 119 3.58 0.671 0.0 10.000 0.0315 0.315 Vel = 3.25 H.14 119 0.0 0.75 0.0 8.000 150 21.142 to 0.0 0.0 0.0 H.18 119 3.58 0.671 0.0 8.000 0.0315 0.252 Vel = 3.25 H.18 119 0.0 0.75 Utr 2.0 7.000 150 21.394 to 0.0 2.000 0.0 H.15 119 3.58 0.671 0.0 9.000 0.0314 0.283 Vel = 3.25 H.15 119 0.0 0.75 Utr 2.0 3.000 150 21.677 to 0.0 2.000 0.0 T.37 119 3.58 0.671 0.0 5.000 0.0316 0.158 Vel= 3.25 T.37 119 0.35 0.75 Utb 17.0 8.000 150 21.835 to 0.0 17.000 0.0 H.16 119 3.93 0.671 0.0 25.000 0.0373 0.933 Vel = 3.57 H.16 119 0.0 0.75 Utr 2.0 12.000 150 22.768 to 0.0 2.000 0.0 H.17 119 3.93 0.671 0.0 14.000 0.0374 0.523 Vel = 3.57 H.17 119 0.0 0.75 Utb 17.0 3.000 150 23.291 to 0.0 17.000 0.0 T.38 119 3.93 0.671 0.0 20.000 0.0374 0.747 Vet= 3.57 0.0 T.38 3.93 24.038 K Factor= 0.80 *New Path T.34 119 1.02 0.75 Utb 17.0 14.000 150 20.827 to 0.0 17.000 0.0 H.11 119 1.02 0.671 0.0 31.000 0.0031 0.095 Vel= 0.93 H.11 119 0.0 0.75 Utb 17.0 9.000 150 20.922 to Utr 2.0 19.000 0.0 T.35 119 1.02 0.671 0.0 28.000 0.0031 0.086 Vel = 0.93 T.35 119 1.06 1 Uel 11.0 6.000 150 21.008 to 0.0 12.000 0.0 T.31 119 2.08 0.862 0.0 18.000 0.0034 0.062 Vel= 1.14 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams , Uponor, Inc. Page 9 SOUTH RIVER TERRACE-Two Head Calculation (H.1 & H.5) Date 10/2/2022 Nadel Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf T.31 119 0.0 1.25 0.0 1.000 150 21.070 to 0.0 0.0 0.0 T.30 119 2.08 1.054 0.0 1.000 0.0010 0.001 Vel = 0.76 0.0 T.30 2.08 21.071 K Factor= 0.45 *New Path T.36 119 1.06 0.75 Utb 17.0 10.000 150 20.845 to 0.0 17.000 0.0 H.12 119 1.06 0.671 0.0 27.000 0.0033 0.090 Vel = 0.96 H.12 119 0.0 0.75 Utb 17.0 3.000 150 20.935 to Utr 2.0 19.000 0.0 T.35 119 1.06 0.671 0.0 22.000 0.0033 0.073 Vel= 0.96 0.0 T.35 1.06 21.008 K Factor= 0.23 *New Path T.39 119 0.34 0.75 Utr 2.0 5.000 150 21.811 to 0.0 2.000 0.0 H.19 119 0.34 0.671 0.0 7.000 0.0004 0.003 Vel = 0.31 H.19 119 0.0 0.75 Utr 2.0 18.000 150 21.814 to 0.0 2.000 0.0 H.22 119 0.34 0.671 0.0 20.000 0.0004 0.008 Vel = 0.31 H.22 119 0.0 0.75 0.0 12.000 150 21.822 to 0.0 0.0 0.0 H.21 119 0.34 0.671 0.0 12.000 0.0004 0.005 Vel = 0.31 H.21 119 0.0 0.75 Utr 2.0 17.000 150 21.827 to 0.0 2.000 0.0 T.37 119 0.34 0.671 0.0 19.000 0.0004 0.008 Vel = 0.31 0.0 T.37 0.34 21.835 K Factor= 0.07 *New Path T.42 109 1.29 0.75 Utb 17.0 11.000 150 29.199 to Utr 2.0 19.000 0.0 H.20 109 1.29 0.671 0.0 30.000 0.0047 0.142 Vel= 1.17 H.20 109 0.0 0.75 0.0 4.000 150 29.341 to 0.0 0.0 0.0 T.44 109 1.29 0.671 0.0 4.000 0.0048 0.019 Vel= 1.17 T.44 109 0.0 0.75 Utr 2.0 6.000 150 29.360 to Utb 17.0 19.000 0.0 T.41 109 1.29 0.671 0.0 25.000 0.0048 0.119 Vel = 1.17 0.0 T.41 1.29 29.479 K Factor= 0.24 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087