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Report (2) 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: 023 NICET Certification No. 113889 Water-Based Systems Layout - Level IV Certification Expires: June 1, 2023 uponO ( AquaSAFETM Fire Safety System OKE CO ' 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 : 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.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 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: (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 82.33 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-One Head Calculation (H.4) Date 3/10/2023 City Water Supply: Demand: C1 -Static Pressure : 108 D1 - Elevation : 10.394 C2- Residual Pressure: 100 D2- System Flow : 16.974 C2- Residual Flow : 300 D2- System Pressure 82.325 Hose ( Demand ) : 5 D3- System Demand : 21.974 Safety Margin : 25.612 150 140 130 P 120 C1 R 110 o C2 E 100 : • S 90 D2 S 80 U 70 Di R 60 E 50 40 30 20 10 ° D1 I I . . . I I " . . , . 50 100 150 200 250 300 350 400 450 FLOW ( NA1.85 ) 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 3/10/2023 Fitting Legend Abbrev. Name % V. 1 1 Y.. 1% 2 214 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-One Head Calculation (H.4) Date 3/10/2023 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 108.0 100 300.0 107.936 21.97 82.325 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.4 119.0 4.9 12.0 16.97 0.05 324 H.3 119.0 13.77 H.1 119.0 14.95 T.17 119.0 18.48 H.2 119.0 19.14 T.18 119.0 19.33 H.5 119.0 19.43 T.23 119.0 19.55 H.11 119.0 19.86 T.24 119.0 20.44 T.37 109.0 25.33 S.1 109.0 25.85 PRV 95.0 47.49 SMTR 95.0 61.61 TEE 95.0 64.97 5.0 MTR 95.0 76.35 CRB 95.0 80.0 STR 95.0 82.32 H.7 119.0 13.47 T.21 119.0 14.94 T.22 119.0 19.36 T.35 109.0 24.73 T.36 109.0 24.8 T.25 109.0 23.07 H.12 109.0 23.68 T.27 109.0 24.09 T.28 109.0 24.14 H.15 109.0 24.22 T.32 109.0 24.28 T.33 109.0 24.69 H.13 109.0 23.5 T.26 109.0 23.92 T.29 109.0 24.26 H.16 109.0 24.31 T.34 109.0 24.38 H.6 119.0 19.38 T.19 119.0 19.59 H.8 119.0 19.93 T.20 119.0 20.0 H.9 119.0 20.16 H.10 119.0 20.24 H.14 109.0 24.12 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 3/10/2023 Node1 Elevl K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf H.4 119 4.90 8.25 0.75 Utr 2.0 10.000 150 12.000 to 2.000 0.0 H.3 119 8.25 0.671 12.000 0.1473 1.768 Vel= 7.49 H.3 119 0.0 0.75 Utr 2.0 6.000 150 13.768 to 2.000 0.0 H.1 119 8.25 0.671 8.000 0.1474 1.179 Vel= 7.49 H.1 119 0.0 0.75 Utb 17.0 5.000 150 14.947 to Utr 2.0 19.000 0.0 T.17 119 8.25 0.671 24.000 0.1474 3.537 Vel = 7.49 T.17 119 -5.19 0.75 Utb 17.0 9.000 150 18.484 to Utr 2.0 19.000 0.0 H.2 119 3.06 0.671 28.000 0.0236 0.660 Vel= 2.78 H.2 119 0.0 0.75 Utr 2.0 6.000 150 19.144 to 2.000 0.0 T.18 119 3.06 0.671 8.000 0.0235 0.188 Vel= 2.78 T.18 119 -1.95 0.75 Utb 17.0 7.000 150 19.332 to Utr 2.0 19.000 0.0 H.5 119 1.11 0.671 26.000 0.0037 0.095 Vel = 1.01 H.5 119 0.0 0.75 Utb 17.0 16.000 150 19.427 to 17.000 0.0 T.23 119 1.11 0.671 33.000 0.0036 0.120 Vel = 1.01 T.23 119 1.75 0.75 Utr 2.0 13.000 150 19.547 to 2.000 0.0 H.11 119 2.86 0.671 15.000 0.0208 0.312 Vel= 2.59 H.11 119 0.0 0.75 Utb 17.0 11.000 150 19.859 to 17.000 0.0 T.24 119 2.86 0.671 28.000 0.0208 0.583 Vel = 2.59 T.24 119 2.00 1 Utb 17.0 19.973 150 20.442 to 14.000 4.331 T.37 109 4.86 0.862 33.973 0.0164 0.556 Vel= 2.67 T.37 109 12.11 1.25 T 2.44 6.000 150 25.329 to 2.440 0.0 S.1 109 16.97 1.054 8.440 0.0621 0.524 Vel= 6.24 S.1 109 0.0 1.25 E 1.22 8.000 150 25.853 to 1.220 21.063 ** Fixed Loss = 15 PRV 95 16.97 1.054 9.220 0.0623 0.574 Vel= 6.24 PRV 95 0.0 1.25 2.000 150 47.490 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 61.614 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 64.972 to E 1.22 3.661 6.000 ** Fixed Loss =6 MTR 95 21.97 1.054 53.661 0.1002 5.375 Vel= 8.08 MTR 95 0.0 1 20.000 150 76.347 to 1.000 ** Fixed Loss= 1 CRB 95 21.97 0.995 20.000 0.1326 2.652 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 3/10/2023 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 10.000 150 79.999 to 1.000 ** Fixed Loss = 1 STR 95 21.97 0.995 10.000 0.1326 1.326 Vel= 9.07 0.0 STR 21.97 82.325 K Factor= 2.42 H.4 119 8.73 0.75 Utr 2.0 7.000 150 12.000 to 2.000 0.0 H.7 119 8.73 0.671 9.000 0.1636 1.472 Vel= 7.92 H.7 119 0.0 0.75 Utr 2.0 7.000 150 13.472 to 2.000 0.0 T.21 119 8.73 0.671 9.000 0.1637 1.473 Vel = 7.92 T.21 119 0.0 0.75 Utb 17.0 10.000 150 14.945 to 17.000 0.0 T.22 119 8.73 0.671 27.000 0.1636 4.417 Vel = 7.92 T.22 119 -1.75 1 ' Utb 17.0 18.460 150 19.362 to 14.000 4.331 T.35 109 6.98 0.862 32.460 0.0319 1.037 Vel = 3.84 T.35 109 5.13 1.25 2.000 150 24.730 to 0.0 T.36 109 12.11 1.054 2.000 0.0335 0.067 Vel = 4.45 T.36 109 0.0 1.25 Utr 4.0 1.000 150 24.797 to Uel 11.0 15.000 0.0 T.37 109 12.11 1.054 16.000 0.0332 0.532 Vel = 4.45 0.0 T.37 12.11 25.329 K Factor= 2.41 T.17 119 5.19 1 14.000 150 18.484 to 4.331 T.25 109 5.19 0.862 14.000 0.0184 0.258 Vel = 2.85 T.25 109 -2.37 0.75 Utb 17.0 11.000 150 23.073 to Utr 2.0 19.000 0.0 H.12 109 2.82 0.671 30.000 0.0203 0.609 Vel = 2.56 H.12 109 0.0 0.75 Utr 2.0 18.000 150 23.682 to 2.000 0.0 T.27 109 2.82 0.671 20.000 0.0204 0.407 Vel = 2.56 T.27 109 -0.59 0.75 Utr 2.0 2.000 150 24.089 to 2.000 0.0 T.28 109 2.23 0.671 4.000 0.0130 0.052 Vel = 2.02 T.28 109 0.59 0.75 Utr 2.0 2.000 150 24.141 to 2.000 0.0 H.15 109 2.82 0.671 4.000 0.0202 0.081 Vel = 2.56 H.15 109 0.0 0.75 Utr 2.0 1.000 150 24.222 to 2.000 0.0 T.32 109 2.82 0.671 3.000 0.0203 0.061 Vel = 2.56 T.32 109 0.0 0.75 Utb 17.0 3.000 150 24.283 to 17.000 0.0 T.33 109 2.82 0.671 20.000 0.0203 0.406 Vel = 2.56 T.33 109 2.32 1.25 Utr 4.0 2.000 150 24.689 to 4.000 0.0 T.35 109 5.14 1.054 6.000 0.0068 0.041 Vel = 1.89 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 3/10/2023 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 0.0 T.35 5.14 24.730 K Factor= 1.03 T.25 109 2.36 0.75 Utb 17.0 10.000 150 23.073 to Utr 2.0 19.000 0.0 H.13 109 2.36 0.671 29.000 0.0146 0.423 Vel= 2.14 H.13 109 0.0 0.75 Utb 17.0 12.000 150 23.496 to 17.000 0.0 T.26 109 2.36 0.671 29.000 0.0146 0.422 Vel= 2.14 T.26 109 -0.05 0.75 Utr 2.0 5.000 150 23.918 to Utb 17.0 19.000 0.0 T.29 109 2.31 0.671 24.000 0.0140 0.337 Vel= 2.10 T.29 109 0.0 0.75 Utr 2.0 2.000 150 24.255 to 2.000 0.0 H.16 109 2.31 0.671 4.000 0.0140 0.056 Vel = 2.10 H.16 109 0.0 0.75 Utr 2.0 3.000 150 24.311 to 2.000 0.0 T.34 109 2.31 0.671 5.000 0.0140 0.070 Vel = 2.10 T.34 109 0.0 0.75 Utb 17.0 5.000 150 24.381 to 17.000 0.0 T.33 109 2.31 0.671 22.000 0.0140 0.308 Vel = 2.10 0.0 T.33 2.31 24.689 K Factor= 0.46 T.18 119 1.95 0.75 Utr 2.0 3.000 150 19.332 to 2.000 0.0 H.6 119 1.95 0.671 5.000 0.0104 0.052 Vel = 1.77 H.6 119 0.0 0.75 Utb 17.0 3.000 150 19.384 to 17.000 0.0 T.19 119 1.95 0.671 20.000 0.0102 0.204 Vel = 1.77 T.19 119 0.05 0.75 Utb 17.0 4.000 150 19.588 to Uel 11.0 28.000 0.0 H.8 119 2.0 0.671 32.000 0.0107 0.341 Vel= 1.81 H.8 119 0.0 0.75 Utr 2.0 5.000 150 19.929 to 2.000 0.0 T.20 119 2.0 0.671 7.000 0.0107 0.075 Vel= 1.81 T.20 119 0.0 0.75 Utr 2.0 13.000 150 20.004 to 2.000 0.0 H.9 119 2.0 0.671 15.000 0.0107 0.160 Vel= 1.81 H.9 119 0.0 0.75 Utr 2.0 5.000 150 20.164 to 2.000 0.0 H.10 119 2.0 0.671 7.000 0.0107 0.075 Vel = 1.81 H.10 119 0.0 0.75 Utb 17.0 2.000 150 20.239 to 17.000 0.0 T.24 119 2.0 0.671 19.000 0.0107 0.203 Vel= 1.81 0.0 T.24 2.00 20.442 K Factor= 0.44 T.22 119 1.75 0.75 Utr 2.0 3.000 150 19.362 to Utb 17.0 19.000 0.0 T.23 119 1.75 0.671 22.000 0.0084 0.185 Vel= 1.59 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 3/10/2023 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 0.0 T.23 1.75 19.547 K Factor= 0.40 T.19 119 -0.05 1 21.214 150 19.588 to 4.331 T.26 109 -0.05 0.862 21.214 0 -0.001 Vel = 0.03 0.0 T.26 -0.05 23.918 K Factor= -0.01 T.27 109 0.60 0.75 Utb 17.0 5.000 150 24.089 to Utr 2.0 19.000 0.0 H.14 109 0.6 0.671 24.000 0.0011 0.027 Vel = 0.54 H.14 109 0.0 0.75 Utb 17.0 5.000 150 24.116 to 17.000 0.0 T.28 109 0.6 0.671 22.000 0.0011 0.025 Vel = 0.54 0.0 T.28 0.60 24.141 K Factor= 0.12 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087