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Report (2) I here by certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am NICET ►�(ST2Q2i-- QQ42Lf Certified. (OW — -uiRJSvcuL ST Tim W McDonald Date: 08/12/2021 NICET Certification N o. 150393 Water-Based Systems Layout - Level III Certification Expires: June 1, 2022 I I RECEIVED AquaSAFETM FIRE SAFETY SYSTEM NOV 9 2021 CITY OF TIGARL BUILDING DIVISION OFFICE COPY Uponor, Inc. 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : RIVER TERRACE MULTIPLEXES -Two Head Calculation (H.7& H.2) Drawing : RESIDENTIAL Location : STACKED DUPLEX-ADU TIGARD OR Remote Area : 1 Contract : 39400F 007 Data File : 39400F 007 River Terrace Stacked Duplex, ADU.wx2 Date/Time : 08/10/2021 - 12:04 PM Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • Uponor, Inc. Page 1 RIVER TERRACE MULTIPLEXES -Two Head Calculation (H.7 & H.2) Date 8/10/2021 HYDRAULIC DESIGN INFORMATION SHEET Name - RIVER TERRACE MULTIPLEXES Date - 08/10/2021 Location - TIGARD OR Building - RESIDENTIAL System No. - 1 Contractor - ALLIANCE PLUMBING Contract No. - 39400F 007 Calculated By - AMANDA MCALPINE 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 - 109 Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 162 N Calculation Gpm Required 26.0262 Psi Required 91.97 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 C Uponor, Inc. Page 2 RIVER TERRACE MULTIPLEXES -Two Head Calculation (H.7 & H.2) Date 8/10/2021 City Water Supply: Demand: C1 -Static Pressure : 105 D1 - Elevation : 6.063 C2 - Residual Pressure: 100 D2 - System Flow : 26.026 C2 - Residual Flow : 300 D2 - System Pressure : 91.965 Hose ( Demand ) : 5 D3 - System Demand : 31.026 Safety Margin : 12.960 150 140 130 p 120 R110 C1 C2 E 100 D2 — S 90 S 80 D, U 70 R 60 E 50 40 30 20 10 .R�.. ....,... . . . . , . . . . . 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 RIVER TERRACE MULTIPLEXES -Two Head Calculation (H.7& H.2) Date 8/10/2021 Fitting Legend Abbrev. Name 1/2 3/. 1 1% 1'/z 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 RIVER TERRACE MULTIPLEXES -Two Head Calculation (H.7& H.2) Date 8/10/2021 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 105.0 100 300.0 104.925 31.03 91.965 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.7 109.0 4.9 7.04 13.0 H.9 109.0 10.69 T.21 109.0 13.42 H.12 109.0 15.25 T.24 109.0 16.77 H.13 109.0 19.47 H.11 109.0 22.84 T.22 109.0 32.3 T.23 109.0 32.57 S.1 109.0 35.51 PRV 95.0 48.83 SMTR 95.0 63.11 TEE 95.0 70.51 5.0 MTR 95.0 81.18 CRB 95.0 88.46 STR 95.0 91.96 H.2 109.0 4.9 7.07 13.03 H.3 109.0 12.05 T.14 109.0 16.65 H.1 109.0 18.04 H.4 109.0 21.17 H.6 109.0 25.0 T.15 109.0 26.04 H.10 109.0 31.25 H.5 109.0 16.69 H.8 109.0 16.72 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 5 RIVER TERRACE MULTIPLEXES -Two Head Calculation (H.7 & H.2) Date 8/10/2021 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.7 109 4.90 12.20 0.75 Utr 2.0 10.000 150 7.040 to 0.0 2.000 0.0 H.9 109 12.2 0.671 0.0 12.000 0.3039 3.647 Vel = 11.07 H.9 109 0.0 0.75 Utr 2.0 7.000 150 10.687 to 0.0 2.000 0.0 T.21 109 12.2 0.671 0.0 9.000 0.3039 2.735 Vel = 11.07 T.21 109 0.0 0.75 Utr 2.0 4.000 150 13.422 to 0.0 2.000 0.0 H.12 109 12.2 0.671 0.0 6.000 0.3040 1.824 Vel = 11.07 H.12 109 0.0 0.75 Utr 2.0 3.000 150 15.246 to 0.0 2.000 0.0 T.24 109 12.2 0.671 0.0 5.000 0.3040 1.520 Vel = 11.07 T.24 109 0.71 0.75 0.0 8.000 150 16.766 to 0.0 0.0 0.0 H.13 109 12.91 0.671 0.0 8.000 0.3376 2.701 Vel = 11.71 H.13 109 0.0 0.75 Utr 2.0 8.000 150 19.467 to 0.0 2.000 0.0 H.11 109 12.91 0.671 0.0 10.000 0.3376 3.376 Vel = 11.71 H.11 109 0.0 0.75 Utb 17.0 9.000 150 22.843 to Utr 2.0 19.000 0.0 T.22 109 12.91 0.671 0.0 28.000 0.3376 9.454 Vel = 11.71 T.22 109 13.12 1.25 0.0 2.000 150 32.297 to 0.0 0.0 0.0 T.23 109 26.03 1.054 0.0 2.000 0.1370 0.274 Vel = 9.57 T.23 109 0.0 1.25 Uel 11.0 8.000 150 32.571 to T 2.44 13.440 0.0 S.1 109 26.03 1.054 0.0 21.440 0.1370 2.937 Vel = 9.57 S.1 109 0.0 1.25 E 1.22 8.000 150 35.508 to 0.0 1.220 12.063 ** Fixed Loss =6 PRV 95 26.03 1.054 0.0 9.220 0.1370 1.263 Vel = 9.57 PRV 95 0.0 1.25 0.0 2.000 150 48.834 to 0.0 0.0 14.000 * * Fixed Loss = 14 SMTR 95 26.03 1.054 0.0 2.000 0.1370 0.274 Vel = 9.57 SMTR 95 0.0 1.25 E 1.22 50.000 150 63.108 to G 0.407 4.067 0.0 TEE 95 26.03 1.054 T 2.44 54.067 0.1370 7.406 Vel = 9.57 TEE 95 H5 5.00 1.5 T 3.443 50.000 150 70.514 to E 1.721 5.164 6.000 * * Fixed Loss =6 MTR 95 31.03 1.244 0.0 55.164 0.0846 4.666 Vel = 8.19 MTR 95 0.0 1 0.0 25.000 150 81.180 to 0.0 0.0 1.000 * * Fixed Loss = 1 CRB 95 31.03 0.995 0.0 25.000 0.2510 6.275 Vel = 12.80 CRB 95 0.0 1 0.0 10.000 150 88.455 to 0.0 0.0 1.000 ** Fixed Loss = 1 STR 95 31.03 0.995 0.0 10.000 0.2510 2.510 Vel = 12.80 0.0 STR 31.03 91.965 K Factor= 3.24 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Filial Calculations : Hazen-Williams Uponor, Inc. Page 6 ( RIVER TERRACE MULTIPLEXES -Two Head Calculation (H.7& H.2) Date 8/10/2021 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 H.7 109 0.80 0.75 Utr 2.0 11.000 150 7.040 to 0.0 2.000 0.0 H.2 109 0.8 0.671 0.0 13.000 0.0020 0.026 Vel = 0.73 H.2 109 4.90 13.03 0.75 Utr 2.0 11.000 150 7.066 to 0.0 2.000 0.0 H.3 109 13.83 0.671 0.0 13.000 0.3835 4.985 Vel = 12.55 H.3 109 0.0 0.75 0.0 12.000 150 12.051 to 0.0 0.0 0.0 T.14 109 13.83 0.671 0.0 12.000 0.3834 4.601 Vel = 12.55 T.14 109 -0.71 0.75 Utr 2.0 2.000 150 16.652 to 0.0 2.000 0.0 H.1 109 13.12 0.671 0.0 4.000 0.3478 1.391 Vel = 11.90 H.1 109 0.0 0.75 Utr 2.0 7.000 150 18.043 to 0.0 2.000 0.0 H.4 109 13.12 0.671 0.0 9.000 0.3477 3.129 Vel = 11.90 H.4 109 0.0 0.75 Utr 2.0 9.000 150 21.172 to 0.0 2.000 0.0 H.6 109 13.12 0.671 0.0 11.000 0.3476 3.824 Vel = 11.90 H.6 109 0.0 0.75 Utr 2.0 1.000 150 24.996 to 0.0 2.000 0.0 T.15 109 13.12 0.671 0.0 3.000 0.3477 1.043 Vel = 11.90 T.15 109 0.0 0.75 Utr 2.0 13.000 150 26.039 to 0.0 2.000 0.0 H.10 109 13.12 0.671 0.0 15.000 0.3477 5.215 Vel = 11.90 H.10 109 0.0 0.75 Utr 2.0 1.000 150 31.254 to 0.0 2.000 0.0 T.22 109 13.12 0.671 0.0 3.000 0.3477 1.043 Vel = 11.90 0.0 T.22 13.12 32.297 K Factor= 2.31 *New Path T.14 109 0.71 0.75 Utb 17.0 6.000 150 16.652 to Utr 2.0 19.000 0.0 H.5 109 0.71 0.671 0.0 25.000 0.0016 0.040 Vel = 0.64 H.5 109 0.0 0.75 Utr 2.0 15.000 150 16.692 to 0.0 2.000 0.0 H.8 109 0.71 0.671 0.0 17.000 0.0016 0.028 Vel = 0.64 H.8 109 0.0 0.75 Utb 17.0 12.000 150 16.720 to 0.0 17.000 0.0 T.24 109 0.71 0.671 0.0 29.000 0.0016 0.046 Vel = 0.64 0.0 T.24 0.71 16.766 K Factor= 0.17 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087