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I(-J1/Ar��/7/ /�/]� //�/`///y/�7 WilliLLNimia,WettNlNH>i-itNNYfaWii:teYi f.i.ii..e fwisxexxr ratwi.iaut asWi,UuuU rttrfxst+ei .xrfr........ 'V I -6 2P 0V I I V I here by certify that this plan, specification, /440 /65111 or report was prepared byme or under my direct supervision and that I am NICET Certified".' Brent Kotula Date: 21 NICET Certification No. 1138.89 Water-Based Systems Layout - Level IV Certification Expires: June 1, 2023 RECEIVED NOV 9 2021 CITY OF TIGARL Aqua SAF E TM Fire Safety System BUILDING DIVISION Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : RIVER TERRACE MULTIPLEXES -One Head Calculation (H.3) Drawing : RESIDENTIAL Location : 2 STORY TRIPLEX ADU-1 TIGARD OR Remote Area : 1 Contract : 39400F 002 Data File : River Terrace Multiplexes 39400F 002 2 Story Triplex, ADU-1. Date/Time : 07/05/2021 -01:20 PM Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor Page 1 RIVER TERRACE MULTIPLEXES - One Head Calculation (H.3) Date 7/5/2021 HYDRAULIC DESIGN INFORMATION SHEET Name - RIVER TERRACE MULTIPLEXES Date - 07/05/2021 Location - TIGARD OR Building - RESIDENTIAL System No. - 1 Contractor - ALLIANCE PLUMBING Contract No. - 39400F 002 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 69.47 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 : 72.749 Hose ( Demand ) : 10 D3- System Demand : 26.974 Safety Margin : 32.193 150 140 130 p120 R 110 C1 ° AIM" C2 E100 S 90 S 80 € D2 U 70 R60 E 50 40 30 20 10 4 D1 ;4...... .... .... ... . . . . 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 % % 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 Flow Summary - NFPA Uponor Page 3 Date SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 105.0 100 300.0 104.942 26.97 72.749 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.3 119.0 4.9 12.0 16.97 0.05 324 H.1 119.0 14.66 T.17 119.0 15.76 T.16 119.0 16.59 T.30 109.0 21.12 T.31 109.0 21.87 H.11 109.0 22.15 T.34 109.0 22.55 T.35 109.0 22.6 H.14 109.0 22.67 T.42 109.0 22.73 T.44 109.0 23.1 T.46 109.0 23.15 T.47 109.0 23.22 T.48 109.0 23.72 S.1 109.0 24.25 PRV 95.0 36.88 SMTR 95.0 51.01 TEE 95.0 54.37 10.0 MTR 95.0 63.97 CRB 95.0 69.81 STR 95.0 72.75 H.6 119.0 13.39 T.23 119.0 14.77 T.26 119.0 16.62 T.25 119.0 18.17 H.2 119.0 16.31 T.18 119.0 16.65 H.5 119.0 16.81 T.20 119.0 17.03 T.19 119.0 17.3 T.33 109.0 21.7 T.32 109.0 21.97 T.36 109.0 22.18 H.15 109.0 22.29 T.45 109.0 22.44 T.27 119.0 16.72 H.10 119.0 17.16 T.29 119.0 17.48 T.28 119.0 18.8 H.4 119.0 16.68 H.7 119.0 17.18 Computer Programs by Hydratec Inc. Revision: 50.54.4 Flow Summary - NFPA Uponor Page 4 t Date NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.21 119.0 17.24 H.8 119.0 17.38 H.9 119.0 17.44 H.12 109.0 21.91 H.13 109.0 22.58 Computer Programs by Hydratec Inc. Revision: 50.54.4 Final Calculations : Hazen-Williams Uponor Page 5 Date Nadel 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.3 119 4.90 8.53 0.75 Utr 2.0 15.000 150 12.000 to 2.000 0.0 H.1 119 8.53 0.671 17.000 0.1567 2.664 Vel = 7.74 H.1 119 0.0 0.75 Utr 2.0 5.000 150 14.664 to 2.000 0.0 T.17 119 8.53 0.671 7.000 0.1567 1.097 Vel = 7.74 T.17 119 -4.58 0.75 Utb 17.0 3.128 150 15.761 to Ucp 2.0 19.000 0.0 T.16 119 3.95 0.671 22.128 0.0377 0.834 Vel = 3.58 T.16 119 0.0 1 17.238 150 16.595 to 4.331 T.30 109 3.95 0.862 17.238 0.0111 0.192 Vel = 2.17 T.30 109 0.0 0.75 Utb 17.0 1.000 150 21.118 to Ucp 2.0 19.000 0.0 T.31 109 3.95 0.671 20.000 0.0377 0.753 Vel = 3.58 T.31 109 -1.27 0.75 Utr 2.0 13.000 150 21.871 to 2.000 0.0 H.11 109 2.68 0.671 15.000 0.0185 0.277 Vel = 2.43 H.11 109 0.0 0.75 Utr 2.0 20.000 150 22.148 to 2.000 0.0 T.34 109 2.68 0.671 22.000 0.0184 0.404 Vel = 2.43 T.34 109 -0.57 0.75 Utr 2.0 2.000 150 22.552 to 2.000 0.0 T.35 109 2.11 0.671 4.000 0.0120 0.048 Vel = 1.91 T.35 109 0.57 0.75 Utr 2.0 2.000 150 22.600 to 2.000 0.0 H.14 109 2.68 0.671 4.000 0.0185 0.074 Vel = 2.43 H.14 109 0.0 0.75 Utr 2.0 1.000 150 22.674 to 2.000 0.0 T.42 109 2.68 0.671 3.000 0.0183 0.055 Vel = 2.43 T.42 109 0.0 0.75 Utb 17.0 3.000 150 22.729 to 17.000 0.0 T.44 109 2.68 0.671 20.000 0.0184 0.368 Vel = 2.43 T.44 109 3.47 1.25 Utr 4.0 2.000 150 23.097 to 4.000 0.0 T.46 109 6.15 1.054 6.000 0.0095 0.057 Vel = 2.26 T.46 109 5.63 1.25 2.000 150 23.154 to 0.0 T.47 109 11.78 1.054 2.000 0.0315 0.063 Vel = 4.33 T.47 109 0.0 1.25 Utr 4.0 1.000 150 23.217 to Uel 11.0 15.000 0.0 T.48 109 11.78 1.054 16.000 0.0316 0.506 Vel = 4.33 T.48 109 5.19 1.25 T 2.44 6.000 150 23.723 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 24.247 to 1.220 12.063 ** Fixed Loss =6 PRV 95 16.97 1.054 9.220 0.0621 0.573 Vel = 6.24 i 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 PRV 95 0.0 1.25 2.000 150 36.883 to 14.000 ** Fixed Loss = 14 SMTR 95 16.97 1.054 2.000 0.0625 0.125 Vel = 6.24 SMTR 95 0.0 1.25 E 1.22 50.000 150 51.008 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 H10 10.00 1.5 T 3.443 50.000 150 54.366 to E 1.721 5.164 6.000 * * Fixed Loss =6 MTR 95 26.97 1.244 55.164 0.0653 3.602 Vel = 7.12 MTR 95 0.0 1 25.000 150 63.968 to 1.000 ** Fixed Loss = 1 CRB 95 26.97 0.995 25.000 0.1937 4.843 Vel = 11.13 CRB 95 0.0 1 10.000 150 69.811 to 1.000 ** Fixed Loss= 1 STR 95 26.97 0.995 10.000 0.1938 1.938 Vel = 11.13 0.0 STR 26.97 72.749 K Factor= 3.16 *NEW PATH H.3 119 8.45 0.75 Utr 2.0 7.000 150 12.000 to 2.000 0.0 H.6 119 8.45 0.671 9.000 0.1541 1.387 Vel = 7.67 H.6 119 0.0 0.75 Utr 2.0 7.000 150 13.387 to 2.000 0.0 T.23 119 8.45 0.671 9.000 0.1541 1.387 Vel = 7.67 T.23 119 0.0 0.75 Utr 2.0 10.000 150 14.774 to 2.000 0.0 T.26 119 8.45 0.671 12.000 0.1541 1.849 Vel = 7.67 T.26 119 -2.82 0.75 Utb 17.0 2.297 150 16.623 to Ucp 2.0 19.000 0.0 T.25 119 5.63 0.671 21.297 0.0728 1.551 Vel = 5.11 T.25 119 0.0 1 Utb 17.0 16.162 150 18.174 to 14.000 4.331 T.46 109 5.63 0.862 30.162 0.0215 0.649 Vel = 3.10 0.0 T.46 5.63 23.154 K Factor= 1.17 *NEW PATH T.17 119 4.58 0.75 Utr 2.0 9.000 150 15.761 to 2.000 0.0 H.2 119 4.58 0.671 11.000 0.0496 0.546 Vel = 4.16 H.2 119 0.0 0.75 Utr 2.0 5.000 150 16.307 to 2.000 0.0 T.18 119 4.58 0.671 7.000 0.0496 0.347 Vel = 4.16 T.18 119 -0.61 0.75 Utr 2.0 2.000 150 16.654 to 2.000 0.0 H.5 119 3.97 0.671 4.000 0.0380 0.152 Vel = 3.60 H.5 119 0.0 0.75 Utr 2.0 4.000 150 16.806 to 2.000 0.0 T.20 119 3.97 0.671 6.000 0.0382 0.229 Vel = 3.60 Computer Programs by Hydratec Inc. Revision: 50.54.4 Final 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 T.20 119 -1.77 0.75 Utb 17.0 2.012 150 17.035 to Ucp 2.0 19.000 0.0 T.19 119 2.2 0.671 21.012 0.0128 0.269 Vel = 2.00 T.19 119 0.0 1 17.229 150 17.304 to 4.331 T.33 109 2.2 0.862 17.229 0.0038 0.065 Vel = 1.21 T.33 109 0.0 0.75 Ucp 2.0 1.973 150 21.700 to Utb 17.0 19.000 0.0 T.32 109 2.2 0.671 20.973 0.0128 0.268 Vel = 2.00 T.32 109 1.27 0.75 Utr 2.0 5.000 150 21.968 to 2.000 0.0 T.36 109 3.47 0.671 7.000 0.0297 0.208 Vel = 3.15 T.36 109 0.0 0.75 Utr 2.0 2.000 150 22.176 to 2.000 0.0 H.15 109 3.47 0.671 4.000 0.0298 0.119 Vel = 3.15 H.15 109 0.0 0.75 Utr 2.0 3.000 150 22.295 to 2.000 0.0 T.45 109 3.47 0.671 5.000 0.0296 0.148 Vel = 3.15 T.45 109 0.0 0.75 Utb 17.0 5.000 150 22.443 to 17.000 0.0 T.44 109 3.47 0.671 22.000 0.0297 0.654 Vel = 3.15 0.0 T.44 3.47 23.097 K Factor= 0.72 *NEW PATH T.26 119 2.81 0.75 Utr 2.0 3.000 150 16.623 to 2.000 0.0 T.27 119 2.81 0.671 5.000 0.0200 0.100 Vel = 2.55 T.27 119 0.62 0.75 Utr 2.0 13.000 150 16.723 to 2.000 0.0 H.10 119 3.43 0.671 15.000 0.0290 0.435 Vel = 3.11 H.10 119 0.0 0.75 11.000 150 17.158 to 0.0 T.29 119 3.43 0.671 11.000 0.0290 0.319 Vel = 3.11 T.29 119 1.76 0.75 Utb 17.0 2.213 150 17.477 to Ucp 2.0 19.000 0.0 T.28 119 5.19 0.671 21.213 0.0626 1.328 Vel = 4.71 T.28 119 0.0 1 Utb 17.0 17.760 150 18.805 to 14.000 4.331 II T.48 109 5.19 0.862 31.760 0.0185 0.587 Vel = 2.85 0.0 T.48 5.19 23.723 K Factor= 1.07 *NEW PATH T.18 119 0.61 0.75 Utb 17.0 6.000 150 16.654 to Utr 2.0 19.000 0.0 H.4 119 0.61 0.671 25.000 0.0012 0.030 Vel = 0.55 H.4 119 0.0 0.75 Utb 17.0 16.000 150 16.684 to 17.000 0.0 T.27 119 0.61 0.671 33.000 0.0012 0.039 Vel = 0.55 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 0.0 T.27 0.61 16.723 K Factor= 0.15 *NEW PATH T.20 119 1.77 0.75 Uel 11.0 6.000 150 17.035 to 11.000 0.0 H.7 119 1.77 0.671 17.000 0.0085 0.144 Vel = 1.61 H.7 119 0.0 0.75 Utr 2.0 5.000 150 17.179 to 2.000 0.0 T.21 119 1.77 0.671 7.000 0.0086 0.060 Vel = 1.61 T.21 119 0.0 0.75 Utr 2.0 15.000 150 17.239 to 2.000 0.0 H.8 119 1.77 0.671 17.000 0.0085 0.145 Vel = 1.61 H.8 119 0.0 0.75 Utr 2.0 5.000 150 17.384 to 2.000 0.0 H.9 119 1.77 0.671 7.000 0.0084 0.059 Vel = 1.61 H.9 119 0.0 0.75 Utr 2.0 2.000 150 17.443 to 2.000 0.0 T.29 119 1.77 0.671 4.000 0.0085 0.034 Vel = 1.61 0.0 T.29 1.77 17.477 K Factor= 0.42 *NEW PATH T.31 109 1.27 0.75 Utr 2.0 7.000 150 21.871 to 2.000 0.0 H.12 109 1.27 0.671 9.000 0.0047 0.042 Vel = 1.15 H.12 109 0.0 0.75 Utr 2.0 10.000 150 21.913 to 2.000 0.0 T.32 109 1.27 0.671 12.000 0.0046 0.055 Vel = 1.15 0.0 T.32 1.27 21.968 K Factor= 0.27 *NEW PATH T.34 109 0.56 0.75 Utb 17.0 5.000 150 22.552 to Utr 2.0 19.000 0.0 H.13 109 0.56 0.671 24.000 0.0010 0.025 Vel = 0.51 H.13 109 0.0 0.75 Utb 17.0 5.000 150 22.577 to 17.000 0.0 T.35 109 0.56 0.671 22.000 0.0010 0.023 Vel = 0.51 0.0 T.35 0.56 22.600 K Factor= 0.12 Computer Programs by Hydratec Inc. Revision: 50.54.4