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Specifications t O(OIA sW J.n Lou iY I hereby certify that ttl fir,° 0,'tgation, or report was prepapc#;l i me prunderimy direct supervision anc't1iat Iwam NIC t Certified. Tim W McDonald Date: NICET Certification No. 150393 Water-Based Systems Layout - Level III Certification Expires: June 1, 2025 Up01101 AquaSAFE TM Fire Safety System c COP* Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : RIVER TERRACE TOWNHOMES-One Head Calculation (H.8) Drawing : RESIDENTIAL Location : PLAN F22 TIGARD OR 97224 Remote Area : 1 Contract : 47021F 003 Data File : 47021 F 003 River Terrace Townhomes Plan F22.wx1 Date/Time : 05/26/2023- 12:49 PM Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 f Uponor Page 1 RIVER TERRACE TOWNHOMES-One Head Calculation (H.8) Date 5/26/2023 HYDRAULIC DESIGN INFORMATION SHEET Name - RIVER TERRACE TOWNHOMES Date - 05/26/2023 Location - TIGARD OR 97224 Building - RESIDENTIAL System No. - 1 Contractor - STUMPTOWN PLUMBING Contract No. - 47021F 003 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 - 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 - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make SENJU Model RC-RES I Elevation at Highest Outlet - 128 Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 162 N Calculation Gpm Required 13 Psi Required 50.72 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) - 109 Elev. R Residual (Psi) - 104 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 2 RIVER TERRACE TOWNHOMES-One Head Calculation(H.8) Date 5/26/2023 City Water Supply: Demand: C1-Static Pressure : 109 D1-Elevation 14.292 C2-Residual Pressure: 104 D2-System Flow 13.001 C2-Residual Flow 300 D2-System Pressure : 50.719 Hose(Demand) D3-System Demand :13.001 Safety Margin : 58.266 150 140 130 p 120 - C1 R 110 GZ -e E 100 S 90 S 80 U 70 R 60 - D2 E 50 - 40 30 20 10 0 -ni 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 Page 3 Uponor Date 5/26/2023 RIVER TERRACE TOWNHOMES-One Head Calculation(H.8) Fitting Legend 1 1% 1 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 Abbrev. Name 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 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 Page 4 RIVER TERRACE TOWNHOMES-One Head Calculation (H.8) Date 5/26/2023 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 109.0 104 300.0 108.985 13.0 50.719 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.8 128.0 4.9 7.04 13.0 0.05 256 H.9 128.0 8.78 T.23 128.0 11.13 H.7 128.0 11.52 H.5 128.0 11.87 T.21 128.0 11.95 H.4 128.0 12.14 T.19 128.0 12.57 T.27 118.0 17.44 T.36 108.0 22.68 T.37 108.0 23.29 T.38 108.0 23.33 S.1 108.0 24.07 PRV 95.0 40.12 MTR 95.0 46.96 STR 95.0 50.72 H.6 128.0 8.18 T.22 128.0 8.71 T.20 128.0 11.34 H.2 128.0 11.83 H.1 128.0 11.98 H.3 128.0 12.13 T.34 118.0 15.65 H.15 118.0 16.14 H.13 118.0 16.55 T.28 118.0 16.81 T.26 118.0 17.43 H.11 118.0 17.76 T.24 118.0 18.11 T.35 108.0 22.63 H.16 118.0 15.7 H.14 118.0 15.73 T.33 118.0 15.74 T.30 118.0 15.75 H.12 118.0 15.77 T.29 118.0 15.81 H.10 118.0 16.92 T.25 118.0 18.02 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Page 5 Uponor Date 5/26/2023 RIVER TERRACE TOWNHOMES-One Head Calculation (H.8) Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt Pe ******* Notes ****** to or Ftngs Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf *Remote Head to Supply H.8 128 4.90 6.77 0.75 17.000 150 7.040 to 0.0 H.9 128 6.77 0.671 17.000 0.1022 1.737 Vel = 6.14 H.9 128 0.0 0.75 Utb 17.0 4.000 150 8.777 to Utr 2.0 19.000 0.0 T.23 128 6.77 0.671 23.000 0.1022 2.350 Vel = 6.14 T.23 128 -4.00 0.75 Utb 17.0 3.000 150 11.127 to 17.000 0.0 H.7 128 2.77 0.671 20.000 0.0196 0.391 Vel = 2.51 H.7 128 0.0 0.75 Utr 2.0 16.000 150 11.518 to 2.000 0.0 H.5 128 2.77 0.671 18.000 0.0196 0.352 Vel= 2.51 H.5 128 0.0 0.75 Utr 2.0 2.000 150 11.870 to 2.000 0.0 T.21 128 2.77 0.671 4.000 0.0195 0.078 Vel = 2.51 T.21 128 0.0 0.75 Utr 2.0 2.0008.000 150 11.9480 to 10.000 0.0196 0.196 Vel= 2.51 H.4 128 2.77 0.671 H.4 128 0.0 0.75 Utb 17.0 3.000 150 12.144 to Utr 2.0 19.000 0.0 T.19 128 2.77 0.671 22.000 0.0195 0.430 Vel = 2.51 T.19 128 2.89 1 Utr 2.0 22.652 150 12.574 to 2.000 4.331 T.27 118 5.66 0.862 24.652 0.0217 0.534 Vel = 3.11 T.27 118 0.70 1 Utb 17.0 20.000 150 17.439 to 14.000 4.331 T.36 108 6.36 0.862 34.000 0.0269 0.914 Vel = 3.50 T.36 108 6.64 1.25 Utr 4.0 12.000 2.000 150 22.68426 to T.37 108 13.0 1.054 16.000 0.0379 0.607 Vel = 4.78 T.37 108 0.0 1.25 1.000 150 23.291 0.0 to 1.000 0.0380 0.038 Vel = 4.78 T.38 108 13.0 1.054 T.38 108 0.0 1.25 Uel 11.0 6.000 150 23.329 to T 2.44 13.440 0.0 S.1 108 13.0 1.054 19.440 0.0379 0.737 Vel= 4.78 S.1 108 0.0 1.25 E 1.22 10.000 150 24.066 to 1.220 15.630 ** Fixed Loss= 10 PRV 95 13.0 1.054 11.220 0.0380 0.426 Vel = 4.78 PRV 95 0.0 1.25 E 1.22 100.000 150 40.122 to 1.220 3.000 ** Fixed Loss=3 MTR 95 13.0 1.054 101.220 0.0379 3.840 Vel = 4.78 MTR 95 0.0 1 35.000 150 46.962 2.000 ** Fixed Loss=2 to 35.000 0.0502 1.757 Vel = 5.36 STR 95 13.0 0.995 0.0 STR 13.00 50.719 K Factor= 1.83 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor Page 6 RIVER TERRACE TOWNHOMES-One Head Calculation (H.8) Date 5/26/2023 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 *New Path H.8 128 6.24 0.75 Utr 2.0 11.000 150 7.040 to 2.000 0.0 H.6 128 6.24 0.671 13.000 0.0878 1.142 Vel= 5.66 H.6 128 0.0 0.75 Utr 2.0 4.000 150 8.182 to 2.000 0.0 T.22 128 6.24 0.671 6.000 0.0878 0.527 Vel = 5.66 T.22 128 0.0 0.75 Utr 2.0 11.000 150 8.709 to Utb 17.0 19.000 0.0 T.20 128 6.24 0.671 30.000 0.0878 2.635 Vel = 5.66 T.20 128 -3.35 0.75 Utb 17.0 6.000 150 11.344 to 17.000 0.0 H.2 128 2.89 0.671 23.000 0.0212 0.488 Vel = 2.62 H.2 128 0.0 0.75 Utr 2.0 5.000 150 11.832 to 2.000 0.0 H.1 128 2.89 0.671 7.000 0.0211 0.148 Vel = 2.62 H.1 128 0.0 0.75 Utr 2.0 5.000 150 11.980 to 2.000 0.0 H.3 128 2.89 0.671 7.000 0.0211 0.148 Vel = 2.62 H.3 128 0.0 0.75 Utb 17.0 4.000 150 12.128 to 17.000 0.0 T.19 128 2.89 0.671 21.000 0.0212 0.446 Vel = 2.62 0.0 T.19 2.89 12.574 K Factor= 0.82 *New Path T.23 128 4.00 1 16.439 150 11.127 to 4.331 T.34 118 4.0 0.862 16.439 0.0114 0.188 Vel = 2.20 T.34 118 -0.78 0.75 Utb 17.0 2.000 150 15.646 to 17.000 0.0 H.15 118 3.22 0.671 19.000 0.0259 0.492 Vel = 2.92 H.15 118 0.0 0.75 Utr 2.0 14.000 150 16.138 to 2.000 0.0 H.13 118 3.22 0.671 16.000 0.0259 0.414 Vel = 2.92 H.13 118 0.0 0.75 Utr 2.0 8.000 150 16.552 to 2.000 0.0 T.28 118 3.22 0.671 10.000 0.0259 0.259 Vel = 2.92 T.28 118 0.0 0.75 Utr 2.0 5.000 150 16.811 to Utb 17.0 19.000 0.0 T.26 118 3.22 0.671 24.000 0.0259 0.621 Vel = 2.92 T.26 118 -0.70 0.75 Utb 17.0 3.000 150 17.432 to 17.000 0.0 H.11 118 2.52 0.671 20.000 0.0165 0.330 Vel = 2.29 H.11 118 0.0 0.75 Utb 17.0 2.000 150 17.762 to Utr 2.0 19.000 0.0 T.24 118 2.52 0.671 21.000 0.0165 0.346 Vel = 2.29 T.24 118 0.92 1 Utr 2.0 20.000 150 18.108 to 2.000 4.331 T.35 108 3.44 0.862 22.000 0.0086 0.190 Vel = 1.89 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor Page 7 RIVER TERRACE TOWNHOMES-One Head Calculation (H.8) Date 5/26/2023 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 T.35 108 3.20 1.25 Utr 4.0 1.000 150 22.629 to 4.000 0.0 T.36 108 6.64 1.054 5.000 0.0110 0.055 Vel = 2.44 0.0 T.36 6.64 22.684 K Factor= 1.39 *New Path T.34 118 0.78 0.75 Utb 17.0 13.000 150 15.646 to 17.000 0.0 H.16 118 0.78 0.671 30.000 0.0019 0.056 Vel = 0.71 H.16 118 0.0 0.75 Utr 2.0 11.000 150 15.702 to 2.000 0.0 H.14 118 0.78 0.671 13.000 0.0018 0.024 Vel = 0.71 H.14 118 0.0 0.75 Utr 2.0 8.000 150 15.726 to 2.000 0.0 T.33 118 0.78 0.671 10.000 0.0019 0.019 Vel = 0.71 T.33 118 0.0 0.75 Utr 2.0 2.000 150 15.745 to 2.000 0.0 T.30 118 0.78 0.671 4.000 0.0018 0.007 Vel = 0.71 T.30 118 0.0 0.75 Utr 2.0 6.000 150 15.752 to 2.000 0.0 H.12 118 0.78 0.671 8.000 0.0019 0.015 Vel = 0.71 H.12 118 0.0 0.75 Utb 17.0 6.000 150 15.767 to Utr 2.0 19.000 0.0 T.29 118 0.78 0.671 25.000 0.0019 0.047 Vel = 0.71 T.29 118 3.34 0.75 Utb 17.0 10.000 150 15.814 to 17.000 0.0 H.10 118 4.12 0.671 27.000 0.0408 1.102 Vel = 3.74 H.10 118 0.0 0.75 Utb 17.0 8.000 150 16.916 to Utr 2.0 19.000 0.0 T.25 118 4.12 0.671 27.000 0.0409 1.103 Vel = 3.74 T.25 118 -0.92 1 Utb 17.0 23.000 150 18.019 to 14.000 4.331 T.35 108 3.2 0.862 37.000 0.0075 0.279 Vel = 1.76 0.0 T.35 3.20 22.629 K Factor= 0.67 *New Path T.20 128 3.34 1 17.000 150 11.344 to 4.331 T.29 118 3.34 0.862 17.000 0.0082 0.139 Vel = 1.84 0.0 T.29 3.34 15.814 K Factor= 0.84 *New Path T.26 118 0.70 1 Utb 17.0 1.000 150 17.432 to 14.000 0.0 T.27 118 0.7 0.862 15.000 0.0005 0.007 Vel= 0.38 0.0 T.27 0.70 17.439 K Factor= 0.17 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor Page 8 RIVER TERRACE TOWNHOMES-One Head Calculation (H.8) Date 5/26/2023 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 *New Path T.25 118 0.92 0.75 2Utb 34.0 1.000 150 18.019 to 34.000 0.0 T.24 118 0.92 0.671 35.000 0.0025 0.089 Vel = 0.83 0.0 T.24 0.92 18.108 K Factor= 0.22 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am NICET Certified. Tim W McDonald Date: NICET Certification No. 150393 Water-Based Systems Layout - Level III Certification Expires: June 1, 2025 Up01101 AquaSAFETM Fire Safety System Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : RIVER TERRACE TOWNHOMES-Two Head Calculation (H.14& H.16) Drawing : RESIDENTIAL Location : PLAN F22 TIGARD OR 97224 Remote Area : 1 Contract : 47021 F 003 Data File : 47021 F 003 River Terrace Townhomes Plan F22.wx2 Date/Time : 05/26/2023- 12:51 PM Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor Page 1 RIVER TERRACE TOWNHOMES-Two Head Calculation (H.14&H.16) Date 5/26/2023 HYDRAULIC DESIGN INFORMATION SHEET Name - RIVER TERRACE TOWNHOMES Date - 05/26/2023 Location - TIGARD OR 97224 Building - RESIDENTIAL System No. - 1 Contractor - STUMPTOWN PLUMBING Contract No. - 47021F 003 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: ( ) 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 - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make SENJU Model RC-RES I Elevation at Highest Outlet - 118 Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 162 N Calculation Gpm Required 26.05 Psi Required 81.55 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) - 109 Elev. R Residual (Psi) - 104 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 2 RIVER TERRACE TOWNHOMES-Two Head Calculation(H.14&H.16) Date 5/26/2023 City Water Supply: Demand: C1-Static Pressure : 109 D1-Elevation : 9.961 C2-Residual Pressure: 104 D2-System Flow :26.05 C2-Residual Flow : 300 D2-System Pressure : 81.551 Hose(Demand) D3-System Demand :26.05 Safety Margin : 27.395 150 140 130 P 120 Cl R 110 E 100 S 90 D2 S 80 U 70 R 60 E 50 40 30 20 10 ° D1 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 Page 3 RIVER TERRACE TOWNHOMES-Two Head Calculation(H.14&H.16) Date 5/26/2023 Fitting Legend Abbrev. Name 'A ' 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 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 Page 4 RIVER TERRACE TOWNHOMES-Two Head Calculation (H.14& H.16) Date 5/26/2023 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 109.0 104 300.0 108.946 26.05 81.551 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.14 118.0 4.9 7.04 13.0 0.05 256 T.33 118.0 9.91 T.30 118.0 11.06 H.12 118.0 13.36 T.29 118.0 20.54 H.10 118.0 24.56 T.25 118.0 28.59 T.35 108.0 33.94 T.36 108.0 34.14 T.37 108.0 36.33 T.38 108.0 36.47 S.1 108.0 39.14 PRV 95.0 56.3 MTR 95.0 73.19 STR 95.0 81.55 H.16 118.0 4.9 7.09 13.05 0.05 256 T.34 118.0 19.2 H.15 118.0 21.2 H.13 118.0 22.89 T.28 118.0 23.95 T.26 118.0 26.48 H.11 118.0 27.67 T.24 118.0 28.92 T.23 128.0 15.45 H.7 128.0 16.78 H.5 128.0 17.99 T.21 128.0 18.26 H.4 128.0 18.92 T.19 128.0 20.4 T.27 118.0 26.52 H.9 128.0 15.68 H.8 128.0 15.86 H.6 128.0 15.99 T.22 128.0 16.06 T.20 128.0 16.37 H.2 128.0 17.96 H.1 128.0 18.45 H.3 128.0 18.94 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • Final Calculations : Hazen-Williams Uponor Page 5 RIVER TERRACE TOWNHOMES-Two Head Calculation (H.14&H.16) Date 5/26/2023 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 *Remote Head to Supply H.14 118 4.90 11.83 0.75 Utr 2.0 8.000 150 7.040 to 2.000 0.0 T.33 118 11.83 0.671 10.000 0.2873 2.873 Vel = 10.73 T.33 118 0.0 0.75 Utr 2.0 2.000 150 9.913 to 2.000 0.0 T.30 118 11.83 0.671 4.000 0.2872 1.149 Vel = 10.73 T.30 118 0.0 0.75 Utr 2.0 6.000 150 11.062 to 2.000 0.0 H.12 118 11.83 0.671 8.000 0.2872 2.298 Vel= 10.73 H.12 118 0.0 0.75 Utb 17.0 6.000 150 13.360 to Utr 2.0 19.000 0.0 T.29 118 11.83 0.671 25.000 0.2873 7.182 Vel = 10.73 T.29 118 -3.53 0.75 Utb 17.0 10.000 150 20.542 to 17.000 0.0 H.10 118 8.3 0.671 27.000 0.1490 4.023 Vel = 7.53 H.10 118 0.0 0.75 Utb 17.0 8.000 150 24.565 to Utr 2.0 19.000 0.0 T.25 118 8.3 0.671 27.000 0.1490 4.023 Vel= 7.53 T.25 118 -1.86 1 Utb 17.0 23.000 150 28.588 to 14.000 4.331 T.35 108 6.44 0.862 37.000 0.0275 1.017 Vel= 3.54 T.35 108 6.91 1.25 Utr 4.0 1.000 150 33.936 to 4.000 0.0 T.36 108 13.35 1.054 5.000 0.0400 0.200 Vel = 4.91 T.36 108 12.70 1.25 Utr 4.0 12.000 150 34.136 to 4.000 0.0 T.37 108 26.05 1.054 16.000 0.1372 2.195 Vel = 9.58 T.37 108 0.0 1.25 1.000 150 36.331 to 0.0 T.38 108 26.05 1.054 1.000 0.1370 0.137 Vel = 9.58 T.38 108 0.0 1.25 Uel 11.0 6.000 150 36.468 to T 2.44 13.440 0.0 S.1 108 26.05 1.054 19.440 0.1372 2.668 Vel = 9.58 S.1 108 0.0 1.25 E 1.22 10.000 150 39.136 to 1.220 15.630 ** Fixed Loss= 10 PRV 95 26.05 1.054 11.220 0.1372 1.539 Vel = 9.58 PRV 95 0.0 1.25 E 1.22 100.000 150 56.305 to 1.220 3.000 ** Fixed Loss= 3 MTR 95 26.05 1.054 101.220 0.1372 13.889 Vel = 9.58 MTR 95 0.0 1 35.000 150 73.194 to 2.000 **Fixed Loss=2 STR 95 26.05 0.995 35.000 0.1816 6.357 Vel = 10.75 0.0 STR 26.05 81.551 K Factor= 2.88 *New Path H.14 118 1.17 0.75 Utr 2.0 11.000 150 7.040 to 2.000 0.0 H.16 118 1.17 0.671 13.000 0.0040 0.052 Vel = 1.06 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor 1 Page 6 RIVER TERRACE TOWNHOMES-Two Head Calculation (H.14& H.16) Date 5/26/2023 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 H.16 118 4.90 13.05 0.75 Utb 17.0 13.000 150 7.092 to 17.000 0.0 T.34 118 14.22 0.671 30.000 0.4037 12.110 Vel = 12.90 T.34 118 -7.34 0.75 Utb 17.0 2.000 150 19.202 to 17.000 0.0 H.15 118 6.88 0.671 19.000 0.1054 2.003 Vel = 6.24 H.15 118 0.0 0.75 Utr 2.0 14.000 150 21.205 to 2.000 0.0 H.13 118 6.88 0.671 16.000 0.1054 1.687 Vel = 6.24 H.13 118 0.0 0.75 Utr 2.0 8.000 150 22.892 to 2.000 0.0 T.28 118 6.88 0.671 10.000 0.1054 1.054 Vel = 6.24 T.28 118 0.0 0.75 Utr 2.0 5.000 150 23.946 to Utb 17.0 19.000 0.0 T.26 118 6.88 0.671 24.000 0.1054 2.529 Vel = 6.24 T.26 118 -1.83 0.75 Utb 17.0 3.000 150 26.475 to 17.000 0.0 H.11 118 5.05 0.671 20.000 0.0596 1.191 Vel = 4.58 H.11 118 0.0 0.75 Utb 17.0 2.000 150 27.666 to Utr 2.0 19.000 0.0 T.24 118 5.05 0.671 21.000 0.0595 1.249 Vel = 4.58 T.24 118 1.86 1 Utr 2.0 20.000 150 28.915 to 2.000 4.331 T.35 108 6.91 0.862 22.000 0.0314 0.690 Vel = 3.80 0.0 T.35 6.91 33.936 K Factor= 1.19 *New Path T.34 118 7.34 1 16.439 150 19.202 to -4.331 T.23 128 7.34 0.862 16.439 0.0351 0.577 Vel = 4.04 T.23 128 -1.96 0.75 Utb 17.0 3.000 150 15.448 to 17.000 0.0 H.7 128 5.38 0.671 20.000 0.0668 1.337 Vel = 4.88 H.7 128 0.0 0.75 Utr 2.0 16.000 150 16.785 to 2.000 0.0 H.5 128 5.38 0.671 18.000 0.0669 1.204 Vel = 4.88 H.5 128 0.0 0.75 Utr 2.0 2.000 150 17.989 to 2.000 0.0 T.21 128 5.38 0.671 4.000 0.0668 0.267 Vel = 4.88 T.21 128 0.0 0.75 Utr 2.0 8.000 150 18.256 to 2.000 0.0 H.4 128 5.38 0.671 10.000 0.0669 0.669 Vel = 4.88 H.4 128 0.0 0.75 Utb 17.0 3.000 150 18.925 to Utr 2.0 19.000 0.0 T.19 128 5.38 0.671 22.000 0.0669 1.471 Vel = 4.88 T.19 128 5.49 1 Utr 2.0 22.652 150 20.396 to 2.000 4.331 T.27 118 10.87 0.862 24.652 0.0725 1.788 Vel = 5.98 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor Page 7 RIVER TERRACE TOWNHOMES-Two Head Calculation (H.14& H.16) Date 5/26/2023 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 T.27 118 1.83 1 Utb 17.0 20.000 150 26.515 to 14.000 4.331 T.36 108 12.7 0.862 34.000 0.0968 3.290 Vel = 6.98 0.0 T.36 12.70 34.136 K Factor= 2.17 *New Path T.23 128 1.96 0.75 Utb 17.0 4.000 150 15.448 to Utr 2.0 19.000 0.0 H.9 128 1.96 0.671 23.000 0.0103 0.237 Vel = 1.78 H.9 128 0.0 0.75 17.000 150 15.685 to 0.0 H.8 128 1.96 0.671 17.000 0.0103 0.175 Vel = 1.78 H.8 128 0.0 0.75 Utr 2.0 11.000 150 15.860 to 2.000 0.0 H.6 128 1.96 0.671 13.000 0.0103 0.134 Vel = 1.78 H.6 128 0.0 0.75 Utr 2.0 4.000 150 15.994 to 2.000 0.0 T.22 128 1.96 0.671 6.000 0.0103 0.062 Vel = 1.78 T.22 128 0.0 0.75 Utr 2.0 11.000 150 16.056 to Utb 17.0 19.000 0.0 T.20 128 1.96 0.671 30.000 0.0103 0.310 Vel= 1.78 T.20 128 3.53 0.75 Utb 17.0 6.000 150 16.366 to 17.000 0.0 H.2 128 5.49 0.671 23.000 0.0695 1.598 Vel = 4.98 H.2 128 0.0 0.75 Utr 2.0 5.000 150 17.964 to 2.000 0.0 H.1 128 5.49 0.671 7.000 0.0694 0.486 Vel = 4.98 H.1 128 0.0 0.75 Utr 2.0 5.000 150 18.450 to 2.000 0.0 H.3 128 5.49 0.671 7.000 0.0694 0.486 Vel = 4.98 H.3 128 0.0 0.75 Utb 17.0 4.000 150 18.936 to 17.000 0.0 T.19 128 5.49 0.671 21.000 0.0695 1.460 Vel= 4.98 0.0 T.19 5.49 20.396 K Factor= 1.22 *New Path T.29 118 3.54 1 17.000 150 20.542 to -4.331 T.20 128 3.54 0.862 17.000 0.0091 0.155 Vel = 1.95 0.0 T.20 3.54 16.366 K Factor= 0.88 *New Path T.26 118 1.83 1 Utb 17.0 1.000 150 26.475 to 14.000 0.0 T.27 118 1.83 0.862 15.000 0.0027 0.040 Vel = 1.01 0.0 T.27 1.83 26.515 K Factor= 0.36 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor Page 8 RIVER TERRACE TOWNHOMES-Two Head Calculation (H.14& H.16) Date 5/26/2023 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 *New Path T.25 118 1.86 0.75 2Utb 34.0 1.000 150 28.588 to 34.000 0.0 T.24 118 1.86 0.671 35.000 0.0093 0.327 Vel = 1.69 0.0 T.24 1.86 28.915 K Factor= 0.35 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor, Inc Estimate Cover 5925 148th Street West River Terrace Townhomes Apple Valley, MN 55124 Plan F22 Sales Representative Hollabaugh Brothers&Associates, Inc. 3028 17Th Avenue SE Portland, OR 97202 Project Summary Project Number: 47021F 003 Project Name: River Terrace Townhomes, Plan F22 Close Date: May 31,2023 MainSystemPLBG-Qty= 1 MainSystemFP-Qty= 1 Quotation Terms And Conditions Important Comments: This quote is list price by residential unit only. Please consult you wholesaler or distributor for price multipliers. Construction changes to homes will require a revised quote upon request only. Where fire protection plans show plumbing layouts this quote includes that material. Tools Uponor requires that a sprinkler flow test be performed on every fire sprinkler system installation.A bucket test is the recommended method to verify the system-see instructions and detail on plans. A special SPRINKLER WRENCH is needed to connect sprinklers to their fittings.Some jurisdictions require that wrenches be left with the homeowner after installation. If wrenches are needed see last page of material list for part numbers.Pricing can be found in your Uponor catalog. Created using Hydratec, Inc. HydraBlD Uponor, Inc Estimate Cover 5925 148th Street West River Terrace Townhomes Apple Valley, MN 55124 Plan F22 Created using Hydratec, Inc. HydraBID Uponor, Inc Estimate Details 5925 148th Street West MainSystemPLBG Per Unit (Qty. 1) Apple Valley, MN 55124 Wirsbo AQUAPEX Tubing Part Number Description Quantity Unit Unit Cost Total Cost F4340500 1/2"Uponor AquaPEX White, Blue Print, 100-ft. coil 1.2 EA 93.80 112.56 F4340750 3/4"Uponor AquaPEX White, Blue Print, 100-ft. coil 0.2 EA 162.00 32.40 ProPEX Rings Part Number Description Quantity Unit Unit Cost Total Cost Q4690512 ProPEX Ring with Stop 1/2" 32 EA 0.43 13.76 Supports Part Number Description Quantity Unit Unit Cost Total Cost F7050750 Tube Talon(1/2" 5/8" 3/4"PEX) 100/bag 1 EA 35.70 35.70 A5250500 1/2"Plastic Bend Support 10 EA 2.46 24.60 EP Multi-port Tees Part Number Description Quantity Unit Unit Cost Total Cost Q2237550 3/4"EP Branch Multi-port Tee 3 outlets 1 EA 14.80 14.80 ProPEX Plugs Part Number Description Quantity Unit Unit Cost Total Cost Q4350500 ProPEX EP Plug for 1/2"PEX 10 EA 2.10 21.00 ProPEX Tees Part Number Description Quantity Unit Unit Cost Total Cost Q4757555 ProPEX EP Tee 3/4"PEX x 1/2"PEX x 1/2"PEX 2 EA 5.10 10.20 Unit Price $ 265.02 Page 3 Created using Hydratec, Inc. HydraBlD Uponor, Inc Estimate Details 5925 148th Street West MainSystemFP Per Unit (Qty. 1) Apple Valley, MN 55124 Fire Sprinkler Assemblies Part Number Description Quantity Unit Unit Cost Total Cost LF74970FC LF RC-RES(162°F) Flat Concealed Sprinkler 16 EA 65.30 1,044.80 LF RC-RES(205°F) Flat Concealed Sprinkler with White LF74971FW Cover Plate 2 EA 116.00 232.00 Concealed Flat Cover Plate for 162°F LF RC-RES Q70749WH Sprinkler 3 1/4" White 16 EA 33.10 529.60 Wirsbo AQUAPEX Tubing Part Number Description Quantity Unit Unit Cost Total Cost F1040750 3/4"Uponor AquaPEX White 100-ft.coil 2.3 EA 162.00 372.60 F1041000 1"Uponor AquaPEX White 100-ft.coil 1.4 EA 291.00 407.40 F1061250 1 1/4"Uponor AquaPEX White 100-ft. coil 0.3 EA 650.00 195.00 ProPEX Rings Part Number Description Quantity Unit Unit Cost Total Cost Q4690756 ProPEX Ring with Stop 3/4" 76 EA 0.85 64.60 Q4691000 ProPEX Ring with Stop 1" 22 EA 1.80 39.60 Q4691250 ProPEX Ring with Stop 1 1/4" 10 EA 1.98 19.80 Supports Part Number Description Quantity Unit Unit Cost Total Cost F7050750 Tube Talon(1/2" 5/8" 3/4"PEX) 100/bag 1 EA 35.70 35.70 F7051000 Tube Talon(1"PEX) 50/bag 1 EA 44.20 44.20 ProPEX Adapters Part Number Description Quantity Unit Unit Cost Total Cost F7000005 Fire Sprinkler Adapter Push-on Nut 25/pkg. 1 EA 73.50 73.50 ProPEX LF Brass Fire Sprinkler Adapter Tee 3/4"PEX x LF7707575 3/4"PEX x 1/2"FNPT 18 EA 57.00 1,026.00 A7750700 Fire Sprinkler Adapter Mounting Bracket 3/4"and 1" 18 EA 11.80 212.40 ProPEX Tees Part Number Description Quantity Unit Unit Cost Total Cost Q4757575 ProPEX EP Tee 3/4"PEX x 3/4"PEX x 3/4"PEX 3 EA 5.30 15.90 Q4751010 ProPEX EP Tee 1"PEX x 1"PEX x 1"PEX 1 EA 9.65 9.65 Page 4 Created using Hydratec, Inc. HydraBID Uponor, Inc Estimate Details 5925 148th Street West MainSystemFP Per Unit (Qty. 1) Apple Valley, MN 55124 Q4757550 ProPEX EP Tee 3/4"PEX x 3/4"PEX x 1/2"PEX 3 EA 4.32 12.96 Q4757710 ProPEX EP Tee 3/4"PEX x 3/4"PEX x 1"PEX 8 EA 15.70 125.60 Q4751775 ProPEX EP Tee 1"PEX x 3/4"PEX x 3/4"PEX 1 EA 9.40 9.40 Q4751311 ProPEX EP Tee 1 1/4"PEX x 1"PEX x 1"PEX 1 EA 19.15 19.15 Q4751331 ProPEX EP Tee 1 1/4"PEX x 1 1/4"PEX x 1"PEX 2 EA 19.75 39.50 ProPEX Elbows Part Number Description Quantity Unit Unit Cost Total Cost Q4761250 ProPEX EP Elbow 1 1/4"PEX x 1 1/4"PEX 1 EA 18.10 18.10 Tools Part Number Description Quantity Unit Unit Cost Total Cost Sprinkler Socket for LF RC-RES Sprinklers LF74970FC Q7500700 and LF74971 FW(See Uponor Catalog for pricing) 1 EA 287.00 287.00 Miscellaneous Part Number Description Quantity Unit Unit Cost Total Cost IIII 1 1/2"PVC Elbow for 1"PEX Bend Support(See Uponor A5501000 Catalog for pricing) 2 EA 0.00 0.00 Screws#10 x 1 1/2"Pan Head Full Thread 100/pkg(By SCREWS Others) 1 EA 0.00 0.00 Unit Price $ 4,834.46 Page 5 Created using Hydratec, Inc. HydraBID