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Report ' VilbldllW'iailNiaYwib! auaaaera wiaibuiaaaaietMLxaeabJ/t68FaladHiNLat.Aaixllfutn0llatatti{liaMBdtHUAfiiYdiNHi}lli}fN[LLiMti3fi4{✓e•.u.k8bieaterra:. I here by certify that this plan, specification, or report was prepared by me or under my �/ *���r direct supervision and that I am NICET '-1ST.�-V2-1- OOy-2( Certified. Tim W McDonald Date: 08/12/2021 NICET Certification No. 150393 Water-Based Systems Layout - Level III Certification Expires: 3une t, 2022 I 1 RECEIVED A uaSAFETM FIRE SAFETY SYSTEM �IOV 9 2021 q CITY OF TIGARD BUILDING DIVISION Uponor, Inc. 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : RIVER TERRACE MULTIPLEXES - One Head Calculation (H.4) Drawing : RESIDENTIAL Location : STACKED DUPLEX-ADU TIGARD OR Remote Area : 1 Contract : 39400F 007 Data File : 39400F 007 River Terrace Stacked Duplex, ADU.wx1 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 -One Head Calculation (H.4) 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: (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 - 109 Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 162 N Calculation Gpm Required 17 Psi Required 66.06 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 - One Head Calculation (H.4) Date 8/10/2021 City Water Supply: Demand: C1 - Static Pressure : 105 D1 - Elevation : 6.063 C2 - Residual Pressure: 100 D2 - System Flow : 16.974 C2 - Residual Flow : 300 D2 - System Pressure : 66.062 Hose ( Demand ) : 5 D3 - System Demand : 21.974 Safety Margin : 38.898 150 140 130 p120 R110 r CI C2 E 100 S 90 • S 80 U 70 - D2 R60p E 50 40 30 20 10 ...R�.. ... ..... . . . . . . . . . . . . . . , . . . . . . , . . . . . . . . , . . . . . . . . , . . . 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 -One Head Calculation (H.4) Date 8/10/2021 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 RIVER TERRACE MULTIPLEXES -One Head Calculation (H.4) Date 8/10/2021 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 105.0 100 300.0 104.96 21.97 66.062 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.4 109.0 4.9 12.0 16.97 H.6 109.0 14.54 T.15 109.0 15.23 H.10 109.0 18.69 T.22 109.0 19.38 T.23 109.0 19.51 S.1 109.0 20.84 PRV 95.0 33.47 SMTR 95.0 47.6 TEE 95.0 50.96 5.0 MTR 95.0 59.42 CRB 95.0 63.74 STR 95.0 66.06 H.1 109.0 12.85 T.14 109.0 13.22 H.5 109.0 13.87 H.8 109.0 14.31 T.24 109.0 15.06 H.13 109.0 15.81 H.11 109.0 16.75 H.3 109.0 13.54 H.2 109.0 13.88 H.7 109.0 14.22 H.9 109.0 14.53 T.21 109.0 14.77 H.12 109.0 14.93 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 5 RIVER TERRACE MULTIPLEXES - One Head Calculation (HA) 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.4 109 4.90 10.51 0.75 Utr 2.0 9.000 150 12.000 to 0.0 2.000 0.0 H.6 109 10.51 0.671 0.0 11.000 0.2306 2.537 Vel = 9.54 H.6 109 0.0 0.75 Utr 2.0 1.000 150 14.537 to 0.0 2.000 0.0 T.15 109 10.51 0.671 0.0 3.000 0.2310 0.693 Vel = 9.54 T.15 109 0.0 0.75 Utr 2.0 13.000 150 15.230 to 0.0 2.000 0.0 H.10 109 10.51 0.671 0.0 15.000 0.2307 3.460 Vel = 9.54 H.10 109 0.0 0.75 Utr 2.0 1.000 150 18.690 to 0.0 2.000 0.0 T.22 109 10.51 0.671 0.0 3.000 0.2307 0.692 Vel = 9.54 T.22 109 6.46 1.25 0.0 2.000 150 19.382 to 0.0 0.0 0.0 T.23 109 16.97 1.054 0.0 2.000 0.0620 0.124 Vel = 6.24 T.23 109 0.0 1.25 Uel 11.0 8.000 150 19.506 to T 2.44 13.440 0.0 S.1 109 16.97 1.054 0.0 21.440 0.0621 1.332 Vel = 6.24 S.1 109 0.0 1.25 E 1.22 8.000 150 20.838 to 0.0 1.220 12.063 **Fixed Loss =6 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 33.474 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 47.598 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 1.5 T 3.443 50.000 150 50.957 to E 1.721 5.164 6.000 ** Fixed Loss =6 MTR 95 21.97 1.244 0.0 55.164 0.0447 2.465 Vel = 5.80 MTR 95 0.0 1 0.0 25.000 150 59.422 to 0.0 0.0 1.000 * * Fixed Loss = 1 CRB 95 21.97 0.995 0.0 25.000 0.1326 3.314 Vel = 9.07 CRB 95 0.0 1 0.0 10.000 150 63.736 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 66.062 K Factor= 2.70 *New Path H.4 109 6.47 0.75 Utr 2.0 7.000 150 12.000 to 0.0 2.000 0.0 H.1 109 6.47 0.671 0.0 9.000 0.0940 0.846 Vel = 5.87 H.1 109 0.0 0.75 Utr 2.0 2.000 150 12.846 to 0.0 2.000 0.0 T.14 109 6.47 0.671 0.0 4.000 0.0940 0.376 Vel = 5.87 T.14 109 -3.25 0.75 Utb 17.0 6.000 150 13.222 to Utr 2.0 19.000 0.0 H.5 109 3.22 0.671 0.0 25.000 0.0259 0.647 Vel = 2.92 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 6 RIVER TERRACE MULTIPLEXES -One Head Calculation (H.4) 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 H.5 109 0.0 0.75 Utr 2.0 15.000 150 13.869 to 0.0 2.000 0.0 H.8 109 3.22 0.671 0.0 17.000 0.0259 0.440 Vel = 2.92 H.8 109 0.0 0.75 Utb 17.0 12.000 150 14.309 to 0.0 17.000 0.0 T.24 109 3.22 0.671 0.0 29.000 0.0259 0.750 Vel = 2.92 T.24 109 3.25 0.75 0.0 8.000 150 15.059 to 0.0 0.0 0.0 H.13 109 6.47 0.671 0.0 8.000 0.0940 0.752 Vel = 5.87 H.13 109 0.0 0.75 Utr 2.0 8.000 150 15.811 to 0.0 2.000 0.0 H.11 109 6.47 0.671 0.0 10.000 0.0940 0.940 Vel = 5.87 H.11 109 0.0 0.75 Utb 17.0 9.000 150 16.751 to Utr 2.0 19.000 0.0 T.22 109 6.47 0.671 0.0 28.000 0.0940 2.631 Vel = 5.87 0.0 T.22 6.47 19.382 K Factor= 1.47 *New Path T.14 109 3.25 0.75 0.0 12.000 150 13.222 to 0.0 0.0 0.0 H.3 109 3.25 0.671 0.0 12.000 0.0262 0.315 Vel = 2.95 H.3 109 0.0 0.75 Utr 2.0 11.000 150 13.537 to 0.0 2.000 0.0 H.2 109 3.25 0.671 0.0 13.000 0.0262 0.341 Vel = 2.95 H.2 109 0.0 0.75 Utr 2.0 11.000 150 13.878 to 0.0 2.000 0.0 H.7 109 3.25 0.671 0.0 13.000 0.0262 0.341 Vel = 2.95 H.7 109 0.0 0.75 Utr 2.0 10.000 150 14.219 to 0.0 2.000 0.0 H.9 109 3.25 0.671 0.0 12.000 0.0262 0.315 Vel = 2.95 H.9 109 0.0 0.75 Utr 2.0 7.000 150 14.534 to 0.0 2.000 0.0 T.21 109 3.25 0.671 0.0 9.000 0.0262 0.236 Vel = 2.95 T.21 109 0.0 0.75 Utr 2.0 4.000 150 14.770 to 0.0 2.000 0.0 H.12 109 3.25 0.671 0.0 6.000 0.0263 0.158 Vel = 2.95 H.12 109 0.0 0.75 Utr 2.0 3.000 150 14.928 to 0.0 2.000 0.0 T.24 109 3.25 0.671 0.0 5.000 0.0262 0.131 Vel = 2.95 0.0 T.24 3.25 15.059 K Factor= 0.84 4 1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087