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Report I here by certify that this plan, specification, ST2 t/2-Q© 1 q j or report was prepared by me or under my direct supervision and that I am NICET /1/1 /0 > I(o5-f{t /c Certified`'' Brent Kotula page: /21 NICET Certification No. 1131389 Water-Based Systems Layout - Level IV Certification Expires: June 1, 2023 U110 (101 RECEIVED NOV 9 ZanAquaSAFETM Fire Safety System CITY OFTIGARD BUILDING DIVISION OFICZ C':3 , Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : RIVER TERRACE MULTIPLEXES - One Head Calculation (H.11) Drawing : RESIDENTIAL Location : 2 STORY TRIPLEX ADU-2 TIGARD OR Remote Area : 1 Contract : 39400F 001 Data File : River Terrace Multiplexes 39400F 001 2 Story Triplex, ADU-2. Date/Time : 07/02/2021 -06:40 AM Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor Page 1 RIVER TERRACE MULTIPLEXES -One Head Calculation (H.11) Date 7/2/2021 HYDRAULIC DESIGN INFORMATION SHEET Name - RIVER TERRACE MULTIPLEXES Date - 07/02/2021 Location - TIGARD OR Building - RESIDENTIAL System No. - 1 Contractor - ALLIANCE PLUMBING Contract No. - 39400F 001 Calculated By - TIM McDONALD 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 162 N Calculation Gpm Required 17 Psi Required 67.96 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) - 105 Elev. R Residual (Psi) - 100 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 Uponor Page 1 Date City Water Supply: Demand: C1 - Static Pressure : 105 D1 - Elevation : 10.394 C2 - Residual Pressure: 100 D2 - System Flow : 16.974 C2 - Residual Flow : 300 D2 - System Pressure : 71.238 Hose ( Demand ) : 10 D3- System Demand : 26.974 Safety Margin : 33.704 150 140 130 p120 R 110 C1 v- C2 E 100 : - S 90 S 80 D2 U 70 R60 D E 50 40 30 20 10 Q D1 r..... .... .... .... I . . . . I . . . 50 100 150 200 250 300 350 400 450 FLOW ( NA1.85 ) Computer Programs by Hydratec Inc. Revision: 50.54.4 Fittings Used Summary Uponor Page 2 Date Fitting Legend Abbrev. Name '/z 9/, 1 1% 1% 2 2% 3 3% 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 Ucp* Aquapex Coupling 1 2 2 2 2 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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. Revision: 50.54.4 . Flbw Summary - NFPA Uponor Page 3 Date SUPPLY ANALYSIS Node at Static Residual Available 1 Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 105.0 100 300.0 104.942 26.97 71.238 I NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.11 119.0 4.9 12.0 16.97 0.05 324 H.12 119.0 13.85 T.34 119.0 14.46 T.33 119.0 16.25 T.51 109.0 21.4 T.52 109.0 21.53 S.1 109.0 22.74 PRV 95.0 35.37 SMTR 95.0 49.5 TEE 95.0 52.86 10.0 MTR 95.0 62.46 CRB 95.0 68.3 STR 95.0 71.24 T.32 119.0 12.78 H.4 119.0 13.8 T.28 119.0 14.44 T.29 119.0 16.02 T.48 109.0 21.16 H.7 119.0 13.41 H.6 119.0 13.6 T.26 119.0 14.43 H.2 119.0 14.65 T.23 119.0 14.78 T.22 119.0 14.87 T.21 119.0 15.25 T.38 109.0 19.67 T.39 109.0 20.03 H.14 109.0 20.07 T.42 109.0 20.22 H.17 109.0 20.28 T.37 109.0 20.53 H.13 109.0 20.57 H.16 109.0 20.7 T.44 109.0 21.12 H.3 119.0 14.43 T.27 119.0 14.44 H.10 119.0 14.55 H.9 119.0 14.72 T.30 119.0 14.88 T.31 119.0 15.24 T.49 109.0 19.66 T.50 109.0 20.07 Computer Programs by Hydratec Inc. Revision: 50.54.4 Flow Summary - NFPA Uponor Page 4 Date NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.18 109.0 20.2 T.47 109.0 20.43 T.46 109.0 20.51 T.45 109.0 20.61 H.1 119.0 14.87 H.5 119.0 14.88 H.8 119.0 14.88 H.15 109.0 20.05 H.19 109.0 20.06 H.20 109.0 20.47 Computer Programs by Hydratec Inc. Revision: 50.54.4 Fihal Calculations : Hazen-Williams Uponor Page 5 Date 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.11 119 4.90 8.44 0.75 Utr 2.0 10.000 150 12.000 to 2.000 0.0 H.12 119 8.44 0.671 12.000 0.1538 1.846 Vel = 7.66 H.12 119 0.0 0.75 4.000 150 13.846 to 0.0 T.34 119 8.44 0.671 4.000 0.1540 0.616 Vel = 7.66 T.34 119 -2.34 0.75 Utb 17.0 2.258 150 14.462 to Ucp 2.0 19.000 0.0 T.33 119 6.1 0.671 21.258 0.0842 1.790 Vel = 5.53 T.33 119 0.0 1 Utb 17.0 19.018 150 16.252 to 14.000 4.331 T.51 109 6.1 0.862 33.018 0.0249 0.822 Vel = 3.35 T.51 109 10.87 1.25 2.000 150 21.405 to 0.0 T.52 109 16.97 1.054 2.000 0.0620 0.124 Vel = 6.24 T.52 109 0.0 1.25 Uel 11.0 6.000 150 21.529 to T 2.44 13.440 0.0 S.1 109 16.97 1.054 19.440 0.0621 1.207 Vel = 6.24 S.1 109 0.0 1.25 E 1.22 8.000 150 22.736 to 1.220 12.063 ** Fixed Loss =6 PRV 95 16.97 1.054 9.220 0.0623 0.574 Vel = 6.24 PRV 95 0.0 1.25 2.000 150 35.373 to 14.000 ** Fixed Loss = 14 SMTR 95 16.97 1.054 2.000 0.0620 0.124 Vel = 6.24 SMTR 95 0.0 1.25 E 1.22 50.000 150 49.497 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 H10 10.00 1.5 T 3.443 50.000 150 52.856 to E 1.721 5.164 6.000 ** Fixed Loss =6 MTR 95 26.97 1.244 55.164 0.0653 3.601 Vel = 7.12 MTR 95 0.0 1 25.000 150 62.457 to 1.000 ** Fixed Loss = 1 CRB 95 26.97 0.995 25.000 0.1938 4.844 Vel = 11.13 CRB 95 0.0 1 10.000 150 68.301 to 1.000 * * Fixed Loss= 1 STR 95 26.97 0.995 10.000 0.1937 1.937 Vel = 11.13 0.0 STR 26.97 71.238 K Factor= 3.20 *NEW PATH H.11 119 8.53 0.75 Utr 2.0 3.000 150 12.000 to 2.000 0.0 T.32 119 8.53 0.671 5.000 0.1570 0.785 Vel = 7.74 T.32 119 -3.29 0.75 Utr 2.0 14.000 150 12.785 to 2.000 0.0 H.4 119 5.24 0.671 16.000 0.0636 1.017 Vel = 4.75 H.4 119 0.0 0.75 Utr 2.0 8.000 150 13.802 to 2.000 0.0 T.28 119 5.24 0.671 10.000 0.0636 0.636 Vel = 4.75 Computer Programs by Hydratec Inc. Revision: 50.54.4 Final Calculations : Hazen-Williams ' Uponor Page 6 . Date 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.28 119 0.36 0.75 Ucp 2.0 2.990 150 14.438 to Utb 17.0 19.000 0.0 T.29 119 5.6 0.671 21.990 0.0719 1.582 Vel = 5.08 T.29 119 0.0 1 Utb 17.0 24.000 150 16.020 to 14.000 4.331 T.48 109 5.6 0.862 38.000 0.0213 0.808 Vel = 3.08 T.48 109 5.28 1.25 Utr 4.0 5.000 150 21.159 to 4.000 0.0 T.51 109 10.88 1.054 9.000 0.0273 0.246 Vel = 4.00 0.0 T.51 10.88 21.405 K Factor= 2.35 *NEW PATH T.32 119 3.30 0.75 Utb 17.0 6.000 150 12.785 to 17.000 0.0 H.7 119 3.3 0.671 23.000 0.0270 0.621 Vel = 2.99 H.7 119 0.0 0.75 Utr 2.0 5.000 150 13.406 to 2.000 0.0 H.6 119 3.3 0.671 7.000 0.0270 0.189 Vel = 2.99 H.6 119 0.0 0.75 Utb 17.0 12.000 150 13.595 to Utr 2.0 19.000 0.0 T.26 119 3.3 0.671 31.000 0.0270 0.838 Vel = 2.99 T.26 119 -0.37 0.75 Utr 2.0 8.000 150 14.433 to 2.000 0.0 H.2 119 2.93 0.671 10.000 0.0218 0.218 Vel = 2.66 H.2 119 0.0 0.75 Utr 2.0 4.000 150 14.651 to 2.000 0.0 T.23 119 2.93 0.671 6.000 0.0217 0.130 Vel = 2.66 T.23 119 0.0 0.75 Utr 2.0 2.000 150 14.781 to 2.000 0.0 T.22 119 2.93 0.671 4.000 0.0217 0.087 Vel = 2.66 T.22 119 -0.28 0.75 Utb 17.0 2.260 150 14.868 to Ucp 2.0 19.000 0.0 T.21 119 2.65 0.671 21.260 0.0180 0.383 Vel = 2.40 T.21 119 0.0 1 15.842 150 15.251 to 4.331 T.38 109 2.65 0.862 15.842 0.0053 0.084 Vel = 1.46 T.38 109 0.0 0.75 Utb 17.0 1.273 150 19.666 to Ucp 2.0 19.000 0.0 T.39 109 2.65 0.671 20.273 0.0180 0.365 Vel = 2.40 T.39 109 -0.57 0.75 Utr 2.0 1.000 150 20.031 to 2.000 0.0 H.14 109 2.08 0.671 3.000 0.0117 0.035 Vel = 1.89 H.14 109 0.0 0.75 Utr 2.0 11.000 150 20.066 to 2.000 0.0 T.42 109 2.08 0.671 13.000 0.0115 0.149 Vel = 1.89 T.42 109 0.0 0.75 6.000 150 20.215 to 0.0 H.17 109 2.08 0.671 6.000 0.0115 0.069 Vel = 1.89 Computer Programs by Hydratec Inc. Revision: 50.54.4 w Fihal Calculations : Hazen-Williams Uponor Page 7 Date 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.17 109 0.0 0.75 Utr 2.0 19.000 150 20.284 to 2.000 0.0 T.37 109 2.08 0.671 21.000 0.0115 0.242 Vel = 1.89 T.37 109 0.0 0.75 Utr 2.0 2.000 150 20.526 to 2.000 0.0 H.13 109 2.08 0.671 4.000 0.0115 0.046 Vel = 1.89 H.13 109 0.0 0.75 Utr 2.0 9.000 150 20.572 to 2.000 0.0 H.16 109 2.08 0.671 11.000 0.0115 0.126 Vel = 1.89 H.16 109 0.0 0.75 Utb 17.0 20.000 150 20.698 to 17.000 0.0 T.44 109 2.08 0.671 37.000 0.0115 0.425 Vel = 1.89 T.44 109 3.20 1.25 Utr 4.0 1.000 150 21.123 to 4.000 0.0 T.48 109 5.28 1.054 5.000 0.0072 0.036 Vel = 1.94 0.0 T.48 5.28 21.159 K Factor= 1.15 *NEW PATH T.26 119 0.36 0.75 Utr 2.0 1.000 150 14.433 to 2.000 0.0 H.3 119 0.36 0.671 3.000 0.0003 0.001 Vel = 0.33 H.3 119 0.0 0.75 Utr 2.0 1.000 150 14.434 to 2.000 0.0 T.27 119 0.36 0.671 3.000 0.0007 0.002 Vel = 0.33 T.27 119 0.0 0.75 Utr 2.0 2.000 150 14.436 to 2.000 0.0 T.28 119 0.36 0.671 4.000 0.0005 0.002 Vel = 0.33 0.0 T.28 0.36 14.438 K Factor= 0.09 *NEW PATH T.34 119 2.35 0.75 Utr 2.0 4.000 150 14.462 to 2.000 0.0 H.10 119 2.35 0.671 6.000 0.0143 0.086 Vel = 2.13 H.10 119 0.0 0.75 Utr 2.0 10.000 150 14.548 to 2.000 0.0 H.9 119 2.35 0.671 12.000 0.0144 0.173 Vel = 2.13 - ------------- --------- H.9 119 0.0 0.75 Utr 2.0 9.000 150 14.721 to 2.000 0.0 T.30 119 2.35 0.671 11.000 0.0145 0.159 Vel = 2.13 T.30 119 0.28 0.75 Ucp 2.0 1.479 150 14.880 to Utb 17.0 19.000 0.0 T.31 119 2.63 0.671 20.479 0.0178 0.365 Vel = 2.39 T.31 119 0.0 1 16.158 150 15.245 to 4.331 T.49 109 2.63 0.862 16.158 0.0053 0.085 Vel = 1.45 T.49 109 0.0 0.75 Utb 17.0 3.979 150 19.661 to Ucp 2.0 19.000 0.0 T.50 109 2.63 0.671 22.979 0.0178 0.409 Vel = 2.39 Computer Programs by Hydratec Inc. Revision: 50.54.4 Final Calculations : Hazen-Williams Uponor Page 8 Date 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.50 109 0.57 0.75 5.000 150 20.070 to 0.0 H.18 109 3.2 0.671 5.000 0.0256 0.128 Vel = 2.90 H.18 109 0.0 0.75 Utr 2.0 7.000 150 20.198 to 2.000 0.0 T.47 109 3.2 0.671 9.000 0.0257 0.231 Vel = 2.90 T.47 109 -0.71 0.75 Utr 2.0 3.000 150 20.429 to 2.000 0.0 T.46 109 2.49 0.671 5.000 0.0160 0.080 Vel = 2.26 T.46 109 0.71 0.75 Utr 2.0 2.000 150 20.509 to 2.000 0.0 T.45 109 3.2 0.671 4.000 0.0255 0.102 Vel = 2.90 T.45 109 0.0 0.75 Utr 2.0 1.000 150 20.611 to Utb 17.0 19.000 0.0 T.44 109 3.2 0.671 20.000 0.0256 0.512 Vel = 2.90 0.0 T.44 3.20 21.123 K Factor= 0.70 *NEW PATH T.22 119 0.29 0.75 Utr 2.0 13.000 150 14.868 to 2.000 0.0 H.1 119 0.29 0.671 15.000 0.0003 0.005 Vel = 0.26 H.1 119 0.0 0.75 Utr 2.0 10.000 150 14.873 to 2.000 0.0 H.5 119 0.29 0.671 12.000 0.0002 0.003 Vel = 0.26 H.5 119 0.0 0.75 Utr 2.0 6.000 150 14.876 to 2.000 0.0 H.8 119 0.29 0.671 8.000 0.0002 0.002 Vel = 0.26 H.8 119 0.0 0.75 Utr 2.0 2.000 150 14.878 to 2.000 0.0 T.30 119 0.29 0.671 4.000 0.0005 0.002 Vel = 0.26 0.0 T.30 0.29 14.880 K Factor= 0.08 *NEW PATH T.39 109 0.57 0.75 Utr 2.0 13.000 150 20.031 to 2.000 0.0 H.15 109 0.57 0.671 15.000 0.0011 0.016 Vel = 0.52 H.15 109 0.0 0.75 Utr 2.0 9.000 150 20.047 to 2.000 0.0 H.19 109 0.57 0.671 11.000 0.0010 0.011 Vel = 0.52 H.19 109 0.0 0.75 Utr 2.0 9.000 150 20.058 to 2.000 0.0 T.50 109 0.57 0.671 11.000 0.0011 0.012 Vel = 0.52 0.0 T.50 0.57 20.070 K Factor= 0.13 *NEW PATH T.47 109 0.72 0.75 Utb 17.0 7.000 150 20.429 to 17.000 0.0 H.20 109 0.72 0.671 24.000 0.0016 0.038 Vel = 0.65 Computer Programs by Hydratec Inc. Revision: 50.54.4 Final Calculations : Hazen-Williams Uponor Page 9 Date 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.20 109 0.0 0.75 Utb 17.0 7.000 150 20.467 to Utr 2.0 19.000 0.0 T.46 109 0.72 0.671 26.000 0.0016 0.042 Vel = 0.65 0.0 T.46 0.72 20.509 K Factor= 0.16 Computer Programs by Hydratec Inc. Revision: 50.54.4