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I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am NICET Certifie.. / Brent Kotula Date: NICET Certification No. 113889S2023 Water-Based Systems Layout - Level IV Certification Expires: June 1, 2023 WT2022 AquaSAFETM Fire Safety System OFF OFFIck GOP' Uponor, Inc. 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : SOUTH RIVER TERRACE-Two Head Calculation (H.7& H.5) Drawing : RESIDENTIAL Location : 2 STORY TRIPLEX- UNIT 2 TIGARD OR Remote Area : 1 Contract : 43463F 002 R1 Data File : 43463F 002 R1 2 Story Triplex, Unit 2 +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.7&H.5) Date 3/10/2023 HYDRAULIC DESIGN INFORMATION SHEET Name - SOUTH RIVER TERRACE Date - 9/29/2022 Location - TIGARD OR Building - RESIDENTIAL System No. - 1 Contractor - WOLCOTT PLUMBING Contract No. - 43463F 002 R1 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 Z Elevation at Highest Outlet - 119 Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 162 N Calculation Gpm Required 26.6235 Psi Required 91.56 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) - 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, Inc. Page 2 SOUTH RIVER TERRACE-Two Head Calculation (H.7 & H.5) Date 3/10/2023 City Water Supply: Demand: Cl -Static Pressure : 108 D1 - Elevation : 10.394 C2- Residual Pressure: 100 D2-System Flow : 26.624 C2- Residual Flow : 300 D2- System Pressure : 91.563 Hose ( Demand ) : 5 D3 - System Demand : 31.624 Safety Margin : 16.313 150 140 130 P 120 Cl R 110 O _ _C2 E100 D2 _ S 90 S 80 U 70 R 60 E 50 40 30 20 10 Q. 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.7 &H.5) Date 3/10/2023 Fitting Legend Abbrev. Name % ' 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 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.7 & H.5) Date 3/10/2023 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 108.0 100 300.0 107.875 31.62 91.563 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.7 119.0 4.9 7.04 13.0 0.05 256 T.21 119.0 8.25 T.22 119.0 11.87 T.35 109.0 18.32 T.36 109.0 18.47 T.37 109.0 19.63 S.1 109.0 20.83 PRV 95.0 43.21 SMTR 95.0 57.5 TEE 95.0 65.22 5.0 MTR 95.0 81.76 CRB 95.0 87.96 STR 95.0 91.56 H.4 119.0 7.6 H.3 119.0 8.34 H.1 119.0 8.84 T.17 119.0 10.32 T.25 109.0 15.05 H.12 109.0 16.25 T.27 109.0 17.05 T.28 109.0 17.15 H.15 109.0 17.31 T.32 109.0 17.43 T.33 109.0 18.22 H.2 119.0 10.17 T.18 119.0 10.13 H.6 119.0 10.42 T.19 119.0 11.6 H.8 119.0 12.5 T.20 119.0 12.69 H.9 119.0 13.12 H.10 119.0 13.31 T.24 119.0 13.85 H.5 119.0 4.9 7.73 13.62 0.05 256 T.23 119.0 11.53 H.11 119.0 12.34 H.13 109.0 15.51 T.26 109.0 15.97 T.29 109.0 16.96 H.16 109.0 17.12 T.34 109.0 17.32 H.14 109.0 17.1 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.7 &H.5) Date 3/10/2023 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 H.7 119 4.90 7.84 0.75 Utr 2.0 7.000 150 7.040 to 2.000 0.0 T.21 119 7.84 0.671 9.000 0.1342 1.208 Vel = 7.11 T.21 119 0.0 0.75 Utb 17.0 10.000 150 8.248 to 17.000 0.0 T.22 119 7.84 0.671 27.000 0.1341 3.622 Vel = 7.11 T.22 119 2.43 1 Utb 17.0 18.460 150 11.870 to 14.000 4.331 T.35 109 10.27 0.862 32.460 0.0653 2.120 Vel = 5.65 T.35 109 8.20 1.25 2.000 150 18.321 to 0.0 T.36 109 18.47 1.054 2.000 0.0725 0.145 Vel = 6.79 T.36 109 0.0 1.25 Utr 4.0 1.000 150 18.466 to UeI 11.0 15.000 0.0 T.37 109 18.47 1.054 16.000 0.0726 1.162 Vel = 6.79 T.37 109 8.15 1.25 T 2.44 6.000 150 19.628 to 2.440 0.0 S.1 109 26.62 1.054 8.440 0.1429 1.206 Vel = 9.79 S.1 109 0.0 1.25 E 1.22 8.000 150 20.834 to 1.220 21.063 ** Fixed Loss= 15 PRV 95 26.62 1.054 9.220 0.1428 1.317 Vel= 9.79 PRV 95 0.0 1.25 2.000 150 43.214 to 14.000 **Fixed Loss= 14 SMTR 95 26.62 1.054 2.000 0.1430 0.286 Vel = 9.79 SMTR 95 0.0 1.25 E 1.22 50.000 150 57.500 to G 0.407 4.067 0.0 TEE 95 26.62 1.054 T 2.44 54.067 0.1428 7.723 Vel = 9.79 TEE 95 H5 5.00 1.25 T 2.44 50.000 150 65.223 to E 1.22 3.661 6.000 ** Fixed Loss=6 MTR 95 31.62 1.054 53.661 0.1964 10.539 Vel = 11.63 MTR 95 0.0 1 20.000 150 81.762 to 1.000 ** Fixed Loss= 1 CRB 95 31.62 0.995 20.000 0.2600 5.200 Vel = 13.05 CRB 95 0.0 1 10.000 150 87.962 to 1.000 ** Fixed Loss= 1 STR 95 31.62 0.995 10.000 0.2601 2.601 VeI= 13.05 0.0 STR 31.62 91.563 K Factor= 3.30 H.7 119 5.16 0.75 Utr 2.0 7.000 150 7.040 to 2.000 0.0 H.4 119 5.16 0.671 9.000 0.0619 0.557 Vel = 4.68 H.4 119 0.0 0.75 Utr 2.0 10.000 150 7.597 to 2.000 0.0 H.3 119 5.16 0.671 12.000 0.0620 0.744 Vel = 4.68 H.3 119 0.0 0.75 Utr 2.0 6.000 150 8.341 to 2.000 0.0 H.1 119 5.16 0.671 8.000 0.0619 0.495 Vel = 4.68 H.1 119 0.0 0.75 Utb 17.0 5.000 150 8.836 to Utr 2.0 19.000 0.0 T.17 119 5.16 0.671 24.000 0.0619 1.486 Vel= 4.68 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.7 & H.5) Date 3/10/2023 Nodel EIev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe "°"*""` Notes *'*`** Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf T.17 119 1.39 1 14.000 150 10.322 to 4.331 T.25 109 6.55 0.862 14.000 0.0284 0.398 Vel= 3.60 T.25 109 -2.48 0.75 Utb 17.0 11.000 150 15.051 to Utr 2.0 19.000 0.0 H.12 109 4.07 0.671 30.000 0.0399 1.196 Vel = 3.69 H.12 109 0.0 0.75 Utr 2.0 18.000 150 16.247 to 2.000 0.0 T.27 109 4.07 0.671 20.000 0.0399 0.798 Vel = 3.69 T.27 109 -0.86 0.75 Utr 2.0 2.000 150 17.045 to 2.000 0.0 T.28 109 3.21 0.671 4.000 0.0258 0.103 Vel = 2.91 T.28 109 0.86 0.75 Utr 2.0 2.000 150 17.148 to 2.000 0.0 H.15 109 4.07 0.671 4.000 0.0398 0.159 Vel = 3.69 H.15 109 0.0 0.75 Utr 2.0 1.000 150 17.307 to 2.000 0.0 T.32 109 4.07 0.671 3.000 0.0400 0.120 Vel= 3.69 T.32 109 0.0 0.75 Utb 17.0 3.000 150 17.427 to 17.000 0.0 T.33 109 4.07 0.671 20.000 0.0399 0.797 Vel = 3.69 T.33 109 4.12 1.25 Utr 4.0 2.000 150 18.224 to 4.000 0.0 T.35 109 8.19 1.054 6.000 0.0162 0.097 Vel = 3.01 0.0 T.35 8.19 18.321 K Factor= 1.91 T.17 119 -1.38 0.75 Utb 17.0 9.000 150 10.322 to Utr 2.0 19.000 0.0 H.2 119 -1.38 0.671 28.000 -0.0054 -0.152 Vel= 1.25 H.2 119 0.0 0.75 Utr 2.0 6.000 150 10.170 to 2.000 0.0 T.18 119 -1.38 0.671 8.000 -0.0054 -0.043 Vel= 1.25 T.18 119 6.40 0.75 Utr 2.0 3.000 150 10.127 to 2.000 0.0 H.6 119 5.02 0.671 5.000 0.0588 0.294 Vel = 4.55 H.6 119 0.0 0.75 Utb 17.0 3.000 150 10.421 to 17.000 0.0 T.19 119 5.02 0.671 20.000 0.0588 1.175 Vel = 4.55 T.19 119 -1.65 0.75 Utb 17.0 4.000 150 11.596 to Uel 11.0 28.000 0.0 H.8 119 3.37 0.671 32.000 0.0282 0.901 Vel = 3.06 H.8 119 0.0 0.75 Utr 2.0 5.000 150 12.497 to 2.000 0.0 T.20 119 3.37 0.671 7.000 0.0281 0.197 Vel= 3.06 T.20 119 0.0 0.75 Utr 2.0 13.000 150 12.694 to 2.000 0.0 H.9 119 3.37 0.671 15.000 0.0281 0.422 Vel = 3.06 H.9 119 0.0 0.75 Utr 2.0 5.000 150 13.116 to 2.000 0.0 H.10 119 3.37 0.671 7.000 0.0281 0.197 Vel = 3.06 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.7& H.5) Date 3/10/2023 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ""`.t Notes -"*"` Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf H.10 119 0.0 0.75 Utb 17.0 2.000 150 13.313 to 17.000 0.0 T.24 119 3.37 0.671 19.000 0.0282 0.535 Vel = 3.06 T.24 119 4.79 1 Utb 17.0 19.973 150 13.848 to 14.000 4.331 T.37 109 8.16 0.862 33.973 0.0427 1.449 Vel= 4.49 0.0 T.37 8.16 19.628 K Factor= 1.84 T.18 119 -6.40 0.75 Utb 17.0 7.000 150 10.127 to Utr 2.0 19.000 0.0 H.5 119 -6.4 0.671 26.000 -0.0922 -2.398 Vel= 5.81 H.5 119 4.90 13.62 0.75 Utb 17.0 16.000 150 7.729 to 17.000 0.0 T.23 119 7.22 0.671 33.000 0.1152 3.802 Vel = 6.55 T.23 119 -2.43 0.75 Utr 2.0 13.000 150 11.531 to 2.000 0.0 H.11 119 4.79 0.671 15.000 0.0539 0.808 Vel = 4.35 H.11 119 0.0 0.75 Utb 17.0 11.000 150 12.339 to 17.000 0.0 T.24 119 4.79 0.671 28.000 0.0539 1.509 Vel = 4.35 0.0 T.24 4.79 13.848 K Factor= 1.29 T.25 109 2.48 0.75 Utb 17.0 10.000 150 15.051 to Utr 2.0 19.000 0.0 H.13 109 2.48 0.671 29.000 0.0159 0.462 Vel = 2.25 H.13 109 0.0 0.75 Utb 17.0 12.000 150 15.513 to 17.000 0.0 T.26 109 2.48 0.671 29.000 0.0159 0.461 Vel = 2.25 T.26 109 1.64 0.75 Utr 2.0 5.000 150 15.974 to Utb 17.0 19.000 0.0 T.29 109 4.12 0.671 24.000 0.0409 0.982 Vel = 3.74 T.29 109 0.0 0.75 Utr 2.0 2.000 150 16.956 to 2.000 0.0 H.16 109 4.12 0.671 4.000 0.0410 0.164 Vel = 3.74 H.16 109 0.0 0.75 Utr 2.0 3.000 150 17.120 to 2.000 0.0 T.34 109 4.12 0.671 5.000 0.0408 0.204 Vel= 3.74 T.34 109 0.0 0.75 Utb 17.0 5.000 150 17.324 to 17.000 0.0 T.33 109 4.12 0.671 22.000 0.0409 0.900 Vel = 3.74 0.0 T.33 4.12 18.224 K Factor= 0.97 T.23 119 2.43 0.75 Utr 2.0 3.000 150 11.531 to Utb 17.0 19.000 0.0 T.22 119 2.43 0.671 22.000 0.0154 0.339 Vel = 2.20 0.0 T.22 2.43 11.870 K Factor= 0.71 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.7 & H.5) Date 3/10/2023 Nodal 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.19 119 1.65 1 21.214 150 11.596 to 4.331 T.26 109 1.65 0.862 21.214 0.0022 0.047 Vel = 0.91 0.0 T.26 1.65 15.974 K Factor= 0.41 T.27 109 0.86 0.75 Utb 17.0 5.000 150 17.045 to Utr 2.0 19.000 0.0 H.14 109 0.86 0.671 24.000 0.0022 0.053 Vel = 0.78 H.14 109 0.0 0.75 Utb 17.0 5.000 150 17.098 to 17.000 0.0 T.28 109 0.86 0.671 22.000 0.0023 0.050 Vel= 0.78 0.0 T.28 0.86 17.148 K Factor= 0.21 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087