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Specifications
adti I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am NICET Certified. • 5 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 OFFICIL CO Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : RIVER TERRACE TOWNHOMES-One Head Calculation (H.1) Drawing : RESIDENTIAL Location : PLAN E15 TIGARD OR 97224 Remote Area : 1 Contract : 47021F 001 Data File : 47021 F 001 River Terrace Townhomes Plan El 5.wx1 Date/Time : 05/26/2023- 12:29 PM Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor Page 1 RIVER TERRACE TOWNHOMES-One Head Calculation (H.1) Date 5/26/2023 HYDRAULIC DESIGN INFORMATION SHEET Name - RIVER TERRACE TOWNHOMES Date - 05/22/2023 Location - TIGARD OR 97224 Building - RESIDENTIAL System No. - 1 Contractor - STUMPTOWN PLUMBING Contract No. - 47021F 001 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 - 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 17 Psi Required 64.23 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.1) Date 5/26/2023 City Water Supply: Demand: C1-Static Pressure : 109 D1-Elevation : 14.292 C2-Residual Pressure: 104 D2-System Flow : 16.974 C2-Residual Flow : 300 D2-System Pressure : 64.233 Hose(Demand) D3-System Demand : 16.974 Safety Margin : 44.742 150 140 130 P 120 Cl R 110 LZ -e E 100 _ S 90 S 80 U 70 UL R 60 E 50 40 30 20 10 ° 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.1) 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.1) Date 5/26/2023 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 109.0 104 300.0 108.975 16.97 64.233 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.1 128.0 4.9 12.0 16.97 0.05 324 T.13 128.0 13.98 T.14 128.0 14.47 H.4 128.0 15.34 T.15 128.0 17.94 H.5 128.0 18.87 T.16 128.0 20.0 T.27 118.0 24.85 T.35 108.0 29.91 T.33 108.0 30.26 T.31 108.0 30.3 T.30 108.0 31.41 T.29 108.0 31.72 T.28 108.0 33.03 S.1 108.0 33.74 PRV 95.0 50.07 MTR 95.0 59.36 STR 95.0 64.23 H.2 128.0 13.52 T.12 128.0 17.71 H.3 128.0 18.65 H.6 128.0 19.24 T.18 118.0 22.32 T.24 118.0 25.48 T.32 108.0 30.0 T.23 118.0 22.46 H.9 118.0 23.85 T.26 118.0 24.81 T.25 118.0 25.58 T.17 118.0 22.36 H.7 118.0 22.37 T.20 118.0 22.4 H.8 118.0 22.41 T.22 118.0 22.42 T.34 108.0 29.95 H.11 108.0 29.96 H.10 108.0 31.56 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor Page 5 RIVER TERRACE TOWNHOMES-One Head Calculation (H.1) Date 5/26/2023 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt ****�,, Notes *" '* to or Ftngs Pe Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf *Remote Head to Supply H.1 128 4.90 7.50 0.75 Utr 2.0 14.000 150 12.000 to 2.000 0.0 T.13 128 7.5 0.671 16.000 0.1237 1.979 Vel = 6.80 T.13 128 0.0 0.75 Utr 2.0 2.000 150 13.979 to 2.000 0.0 T.14 128 7.5 0.671 4.000 0.1238 0.495 Vel = 6.80 T.14 128 0.0 0.75 Utr 2.0 5.000 150 14.474 to 2.000 0.0 H.4 128 7.5 0.671 7.000 0.1237 0.866 Vel = 6.80 H.4 128 0.0 0.75 Utb 17.0 4.000 150 15.340 to 17.000 0.0 T.15 128 7.5 0.671 21.000 0.1237 2.598 Vel = 6.80 T.15 128 -3.74 0.75 Utb 17.0 8.000 150 17.938 to Utr 2.0 19.000 0.0 H.5 128 3.76 0.671 27.000 0.0344 0.928 Vel = 3.41 H.5 128 0.0 0.75 Utb 17.0 16.000 150 18.866 to 17.000 0.0 T.16 128 3.76 0.671 33.000 0.0344 1.134 Vel= 3.41 T.16 128 3.77 1 Utr 2.0 12.000 150 20.000 to 2.000 4.331 T.27 118 7.53 0.862 14.000 0.0368 0.515 Vel = 4.14 T.27 118 1.57 1 Utr 2.0 12.000 150 24.846 to 2.000 4.331 T.35 108 9.1 0.862 14.000 0.0523 0.732 Vel= 5.00 T.35 108 -0.85 1 Utr 2.0 6.000 150 29.909 to 2.000 0.0 T.33 108 8.25 0.862 8.000 0.0435 0.348 Vel = 4.54 T.33 108 4.81 1.25 1.000 150 30.257 to 0.0 T.31 108 13.06 1.054 1.000 0.0390 0.039 Vel = 4.80 T.31 108 3.91 1.25 Utr 4.0 14.000 150 30.296 to 4.000 0.0 T.30 108 16.97 1.054 18.000 0.0621 1.118 Vel = 6.24 T.30 108 -1.59 1.25 Utr 4.0 2.000 150 31.414 to 4.000 0.0 T.29 108 15.38 1.054 6.000 0.0517 0.310 Vel = 5.66 T.29 108 1.59 1.25 Utr 4.0 6.000 150 31.724 to Uel 11.0 15.000 0.0 T.28 108 16.97 1.054 21.000 0.0621 1.305 Vel = 6.24 T.28 108 0.0 1.25 T 2.44 9.000 150 33.029 to 2.440 0.0 S.1 108 16.97 1.054 11.440 0.0622 0.711 Vel= 6.24 S.1 108 0.0 1.25 E 1.22 10.000 150 33.740 to 1.220 15.630 ** Fixed Loss= 10 PRV 95 16.97 1.054 11.220 0.0621 0.697 Vel = 6.24 PRV 95 0.0 1.25 E 1.22 100.000 150 50.067 to 1.220 3.000 ** Fixed Loss= 3 MTR 95 16.97 1.054 101.220 0.0621 6.288 Vel= 6.24 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.1) Date 5/26/2023 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 EIev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf MTR 95 0.0 1 35.000 150 59.355 to 2.000 ** Fixed Loss=2 STR 95 16.97 0.995 35.000 0.0822 2.878 Vel = 7.00 0.0 STR 16.97 64.233 K Factor= 2.12 *New Path H.1 128 9.47 0.75 Utr 2.0 6.000 150 12.000 to 2.000 0.0 H.2 128 9.47 0.671 8.000 0.1904 1.523 VeI = 8.59 H.2 128 0.0 0.75 Utb 17.0 4.984 150 13.523 to 17.000 0.0 T.12 128 9.47 0.671 21.984 0.1904 4.185 Vel = 8.59 T.12 128 -5.69 0.75 Utb 17.0 8.000 150 17.708 to Utr 2.0 19.000 0.0 H.3 128 3.78 0.671 27.000 0.0347 0.938 VeI = 3.43 H.3 128 0.0 0.75 Utr 2.0 15.000 150 18.646 to 2.000 0.0 H.6 128 3.78 0.671 17.000 0.0347 0.590 Vel = 3.43 H.6 128 0.0 0.75 Utb 17.0 5.000 150 19.236 to 17.000 0.0 T.16 128 3.78 0.671 22.000 0.0347 0.764 VeI = 3.43 0.0 T.16 3.78 20.000 K Factor= 0.85 *New Path T.12 128 5.70 1 13.000 150 17.708 to 4.331 T.18 118 5.7 0.862 13.000 0.0219 0.285 Vel = 3.13 T.18 118 -0.75 0.75 2Utb 34.0 21.000 150 22.324 to 34.000 0.0 T.24 118 4.95 0.671 55.000 0.0574 3.155 Vel = 4.49 T.24 118 -0.99 1 Utr 2.0 15.000 150 25.479 to 2.000 4.331 T.32 108 3.96 0.862 17.000 0.0112 0.190 Vel = 2.18 T.32 108 0.85 1 Utb 17.0 2.000 150 30.000 to 14.000 0.0 T.33 108 4.81 0.862 16.000 0.0161 0.257 VeI = 2.64 0.0 T.33 4.81 30.257 K Factor= 0.87 *New Path T.15 128 3.75 1 18.922 150 17.938 to 4.331 T.23 118 3.75 0.862 18.922 0.0101 0.192 Vel = 2.06 T.23 118 0.74 0.75 Utb 17.0 10.000 150 22.461 to Utr 2.0 19.000 0.0 H.9 118 4.49 0.671 29.000 0.0479 1.388 Vel = 4.07 H.9 118 0.0 0.75 Utb 17.0 3.000 150 23.849 to 17.000 0.0 T.26 118 4.49 0.671 20.000 0.0478 0.957 Vel = 4.07 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.1) 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.26 118 -1.57 0.75 2Utb 34.0 2.000 150 24.806 to 34.000 0.0 T.25 118 2.92 0.671 36.000 0.0216 0.776 Vel = 2.65 T.25 118 0.99 1 Utb 17.0 21.000 150 25.582 to 14.000 4.331 T.31 108 3.91 0.862 35.000 0.0109 0.383 Vel = 2.15 0.0 T.31 3.91 30.296 K Factor= 0.71 *New Path T.18 118 0.74 0.75 Utb 17.0 3.000 150 22.324 to 17.000 0.0 T.17 118 0.74 0.671 20.000 0.0017 0.034 Vel = 0.67 T.17 118 0.0 0.75 Utr 2.0 6.000 150 22.358 to 2.000 0.0 H.7 118 0.74 0.671 8.000 0.0018 0.014 Vel = 0.67 H.7 118 0.0 0.75 Utr 2.0 14.000 150 22.372 to 2.000 0.0 T.20 118 0.74 0.671 16.000 0.0017 0.027 Vel = 0.67 T.20 118 0.0 0.75 Utr 2.0 5.000 150 22.399 to 2.000 0.0 H.8 118 0.74 0.671 7.000 0.0017 0.012 Vel = 0.67 H.8 118 0.0 0.75 Utr 2.0 6.000 150 22.411 to 2.000 0.0 T.22 118 0.74 0.671 8.000 0.0018 0.014 Vel = 0.67 T.22 118 0.0 0.75 Utb 17.0 4.000 150 22.425 to 17.000 0.0 T.23 118 0.74 0.671 21.000 0.0017 0.036 Vel = 0.67 0.0 T.23 0.74 22.461 K Factor= 0.16 *New Path T.26 118 1.57 1 Utb 17.0 6.000 150 24.806 to 14.000 0.0 T.27 118 1.57 0.862 20.000 0.0020 0.040 Vel = 0.86 0.0 T.27 1.57 24.846 K Factor= 0.31 *New Path T.24 118 0.99 0.75 2Utb 34.0 1.000 150 25.479 to 34.000 0.0 T.25 118 0.99 0.671 35.000 0.0029 0.103 Vel = 0.90 0.0 T.25 0.99 25.582 K Factor= 0.20 *New Path T.35 108 0.86 0.75 Utb 17.0 1.000 150 29.909 to 17.000 0.0 T.34 108 0.86 0.671 18.000 0.0022 0.040 Vel = 0.78 T.34 108 0.0 0.75 Utr 2.0 1.000 150 29.949 to 2.000 0.0 H.11 108 0.86 0.671 3.000 0.0023 0.007 Vel = 0.78 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.1) Date 5/26/2023 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 EIev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf H.11 108 0.0 0.75 Utb 17.0 1.000 150 29.956 to Utr 2.0 19.000 0.0 T.32 108 0.86 0.671 20.000 0.0022 0.044 Vel = 0.78 0.0 T.32 0.86 30.000 K Factor= 0.16 *New Path T.30 108 1.60 0.75 Utb 17.0 4.000 150 31.414 to 17.000 0.0 H.10 108 1.6 0.671 21.000 0.0070 0.148 Vel = 1.45 H.10 108 0.0 0.75 Utb 17.0 4.000 150 31.562 to Utr 2.0 19.000 0.0 T.29 108 1.6 0.671 23.000 0.0070 0.162 Vel = 1.45 0.0 T.29 1.60 31.724 K Factor= 0.28 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.7&H.8) Drawing : RESIDENTIAL Location : PLAN E15 TIGARD OR 97224 Remote Area : 1 Contract : 47021F 001 Data File : 47021 F 001 River Terrace Townhomes Plan E15.wx2 Date/Time : 05/26/2023- 12:27 PM Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor Page 1 RIVER TERRACE TOWNHOMES-Two Head Calculation (H.7& H.8) Date 5/26/2023 HYDRAULIC DESIGN INFORMATION SHEET Name - RIVER TERRACE TOWNHOMES Date - 05/22/2023 Location - TIGARD OR 97224 Building - RESIDENTIAL System No. - 1 Contractor - STUMPTOWN PLUMBING Contract No. - 47021F 001 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 26.0046 Psi Required 79.28 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.7&H.8) Date 5/26/2023 City Water Supply: Demand: C1-Static Pressure : 109 D1-Elevation : 9.961 C2-Residual Pressure: 104 D2-System Flow 26.005 C2-Residual Flow : 300 D2-System Pressure : 79.280 Hose(Demand) D3-System Demand :26.005 Safety Margin : 29.666 150 140 130 P 120 Cl R 110 L2 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.7&H.8) Date 5/26/2023 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 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.7& H.8) Date 5/26/2023 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 109.0 104 300.0 108.946 26.0 79.28 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.8 118.0 4.9 7.04 13.0 0.05 256 T.22 118.0 9.71 T.23 118.0 16.73 H.9 118.0 20.12 T.26 118.0 22.46 T.25 118.0 24.17 T.31 108.0 29.35 T.30 108.0 31.81 T.29 108.0 32.5 T.28 108.0 35.37 S.1 108.0 36.93 PRV 95.0 54.1 MTR 95.0 70.94 STR 95.0 79.28 T.20 118.0 7.04 H.7 118.0 4.9 7.04 13.0 0.05 256 T.17 118.0 9.85 T.18 118.0 16.85 T.24 118.0 23.94 T.32 108.0 28.7 T.33 108.0 29.27 T.15 128.0 12.79 H.5 128.0 14.78 T.16 128.0 17.21 T.27 118.0 22.58 T.35 108.0 28.51 T.12 128.0 12.79 H.3 128.0 14.6 H.6 128.0 15.73 H.2 128.0 12.79 H.1 128.0 12.79 T.13 128.0 12.79 T.14 128.0 12.79 H.4 128.0 12.79 T.34 108.0 28.59 H.11 108.0 28.6 H.10 108.0 32.14 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.7&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 "Remote Head to Supply H.8 118 4.90 12.84 0.75 Utr 2.0 6.000 150 7.040 to 2.000 0.0 T.22 118 12.84 0.671 8.000 0.3340 2.672 Vel = 11.65 T.22 118 0.0 0.75 Utb 17.0 4.000 150 9.712 to 17.000 0.0 T.23 118 12.84 0.671 21.000 0.3340 7.014 Vel = 11.65 T.23 118 -5.56 0.75 Utb 17.0 10.000 150 16.726 to Utr 2.0 19.000 0.0 H.9 118 7.28 0.671 29.000 0.1171 3.396 Vel = 6.61 H.9 118 0.0 0.75 Utb 17.0 3.000 150 20.122 to 17.000 0.0 T.26 118 7.28 0.671 20.000 0.1171 2.342 Vel = 6.61 T.26 118 -2.81 0.75 2Utb 34.0 2.000 150 22.464 to 34.000 0.0 T.25 118 4.47 0.671 36.000 0.0474 1.708 Vel = 4.06 T.25 118 1.54 1 Utb 17.0 21.000 150 24.172 to 14.000 4.331 T.31 108 6.01 0.862 35.000 0.0243 0.849 Vel = 3.30 T.31 108 19.99 1.25 Utr 4.0 14.000 150 29.352 to 4.000 0.0 T.30 108 26.0 1.054 18.000 0.1368 2.462 Vel= 9.56 T.30 108 -2.44 1.25 Utr 4.0 2.000 150 31.814 to 4.000 0.0 T.29 108 23.56 1.054 6.000 0.1140 0.684 Vel= 8.66 T.29 108 2.44 1.25 Utr 4.0 6.000 150 32.498 to Uel 11.0 15.000 0.0 T.28 108 26.0 1.054 21.000 0.1368 2.872 Vel= 9.56 T.28 108 0.0 1.25 T 2.44 9.000 150 35.370 to 2.440 0.0 S.1 108 26.0 1.054 11.440 0.1367 1.564 Vel = 9.56 S.1 108 0.0 1.25 E 1.22 10.000 150 36.934 to 1.220 15.630 **Fixed Loss= 10 PRV 95 26.0 1.054 11.220 0.1368 1.535 Vel = 9.56 PRV 95 0.0 1.25 E 1.22 100.000 150 54.099 to 1.220 3.000 **Fixed Loss= 3 MTR 95 26.0 1.054 101.220 0.1368 13.844 Vel = 9.56 MTR 95 0.0 1 35.000 150 70.943 to 2.000 **Fixed Loss=2 STR 95 26.0 0.995 35.000 0.1811 6.337 Vel = 10.73 0.0 STR 26.00 79.280 K Factor= 2.92 *New Path H.8 118 0.17 0.75 Utr 2.0 5.000 150 7.040 to 2.000 0.0 T.20 118 0.17 0.671 7.000 0.0001 0.001 Vel= 0.15 T.20 118 0.0 0.75 Utr 2.0 14.000 150 7.041 to 2.000 0.0 H.7 118 0.17 0.671 16.000 0.0001 0.001 Vel= 0.15 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor Page 6 RIVER TERRACE TOWNHOMES-Two Head Calculation (H.7& H.8) Date 5/26/2023 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 EIev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf H.7 118 4.90 13.00 0.75 Utr 2.0 6.000 150 7.042 to 2.000 0.0 T.17 118 13.17 0.671 8.000 0.3504 2.803 Vel = 11.95 T.17 118 0.0 0.75 Utb 17.0 3.000 150 9.845 to 17.000 0.0 T.18 118 13.17 0.671 20.000 0.3503 7.006 Vel = 11.95 T.18 118 -5.50 0.75 2Utb 34.0 21.000 150 16.851 to 34.000 0.0 T.24 118 7.67 0.671 55.000 0.1289 7.089 Vel = 6.96 T.24 118 -1.54 1 Utr 2.0 15.000 150 23.940 to 2.000 4.331 T.32 108 6.13 0.862 17.000 0.0251 0.427 Vel = 3.37 T.32 108 1.27 1 Utb 17.0 2.000 150 28.698 to 14.000 0.0 T.33 108 7.4 0.862 16.000 0.0356 0.570 Vel = 4.07 T.33 108 12.59 1.25 1.000 150 29.268 to 0.0 T.31 108 19.99 1.054 1.000 0.0840 0.084 Vel = 7.35 0.0 T.31 19.99 29.352 K Factor= 3.69 *New Path T.23 118 5.55 1 18.922 150 16.726 to -4.331 T.15 128 5.55 0.862 18.922 0.0209 0.396 Vel = 3.05 T.15 128 0.12 0.75 Utb 17.0 8.000 150 12.791 to Utr 2.0 19.000 0.0 H.5 128 5.67 0.671 27.000 0.0736 1.987 Vel = 5.14 H.5 128 0.0 0.75 Utb 17.0 16.000 150 14.778 to 17.000 0.0 T.16 128 5.67 0.671 33.000 0.0736 2.428 Vel = 5.14 T.16 128 5.38 1 Utr 2.0 12.000 150 17.206 to 2.000 4.331 T.27 118 11.05 0.862 14.000 0.0748 1.047 Vel = 6.07 T.27 118 2.81 1 Utr 2.0 12.000 150 22.584 to 2.000 4.331 T.35 108 13.86 0.862 14.000 0.1137 1.592 Vel = 7.62 T.35 108 -1.27 1 Utr 2.0 6.000 150 28.507 to 2.000 0.0 T.33 108 12.59 0.862 8.000 0.0951 0.761 Vel = 6.92 0.0 T.33 12.59 29.268 K Factor= 2.33 *New Path T.18 118 5.50 1 13.000 150 16.851 to -4.331 T.12 128 5.5 0.862 13.000 0.0205 0.267 Vel = 3.02 T.12 128 -0.12 0.75 Utb 17.0 8.000 150 12.787 to Utr 2.0 19.000 0.0 H.3 128 5.38 0.671 27.000 0.0670 1.808 Vel = 4.88 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.7&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 H.3 128 0.0 0.75 Utr 2.0 15.000 150 14.595 to 2.000 0.0 H.6 128 5.38 0.671 17.000 0.0669 1.138 Vel = 4.88 H.6 128 0.0 0.75 Utb 17.0 5.000 150 15.733 to 17.000 0.0 T.16 128 5.38 0.671 22.000 0.0670 1.473 Vel = 4.88 0.0 T.16 5.38 17.206 K Factor= 1.30 *New Path T.12 128 0.11 0.75 Utb 17.0 4.984 150 12.787 to 17.000 0.0 H.2 128 0.11 0.671 21.984 0 0.001 Vel = 0.10 H.2 128 0.0 0.75 Utr 2.0 6.000 150 12.788 to 2.000 0.0 H.1 128 0.11 0.671 8.000 0.0001 0.001 Vel = 0.10 H.1 128 0.0 0.75 Utr 2.0 14.000 150 12.789 to 2.000 0.0 T.13 128 0.11 0.671 16.000 0.0001 0.001 Vel = 0.10 T.13 128 0.0 0.75 Utr 2.0 2.000 150 12.790 to 2.000 0.0 T.14 128 0.11 0.671 4.000 0 0.0 Vel = 0.10 T.14 128 0.0 0.75 Utr 2.0 5.000 150 12.790 to 2.000 0.0 H.4 128 0.11 0.671 7.000 0 0.0 Vel = 0.10 H.4 128 0.0 0.75 Utb 17.0 4.000 150 12.790 to 17.000 0.0 T.15 128 0.11 0.671 21.000 0 0.001 Vel = 0.10 0.0 T.15 0.11 12.791 K Factor= 0.03 *New Path T.26 118 2.81 1 Utb 17.0 6.000 150 22.464 to 14.000 0.0 T.27 118 2.81 0.862 20.000 0.0060 0.120 Vel = 1.54 0.0 T.27 2.81 22.584 K Factor= 0.59 *New Path T.24 118 1.54 0.75 2Utb 34.0 1.000 150 23.940 to 34.000 0.0 T.25 118 1.54 0.671 35.000 0.0066 0.232 Vel = 1.40 0.0 T.25 1.54 24.172 K Factor= 0.31 *New Path T.35 108 1.27 0.75 Utb 17.0 1.000 150 28.507 to 17.000 0.0 T.34 108 1.27 0.671 18.000 0.0047 0.084 Vel = 1.15 T.34 108 0.0 0.75 Utr 2.0 1.000 150 28.591 to 2.000 0.0 H.11 108 1.27 0.671 3.000 0.0047 0.014 Vel = 1.15 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.7& 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 H.11 108 0.0 0.75 Utb 17.0 1.000 150 28.605 to Utr 2.0 19.000 0.0 T.32 108 1.27 0.671 20.000 0.0046 0.093 Vel = 1.15 0.0 T.32 1.27 28.698 K Factor= 0.24 *New Path T.30 108 2.44 0.75 Utb 17.0 4.000 150 31.814 to 17.000 0.0 H.10 108 2.44 0.671 21.000 0.0155 0.326 Vel = 2.21 H.10 108 0.0 0.75 Utb 17.0 4.000 150 32.140 to Utr 2.0 19.000 0.0 T.29 108 2.44 0.671 23.000 0.0156 0.358 Vel = 2.21 0.0 T.29 2.44 32.498 K Factor= 0.43 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ., i 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 9 EA 65.30 587.70 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 9 EA 33.10 297.90 Wirsbo AQUAPEX Tubing Part Number Description Quantity Unit Unit Cost Total Cost F1040750 3/4"Uponor AquaPEX White 100-ft. coil 1.8 EA 162.00 291.60 F1041000 1"Uponor AquaPEX White 100-ft. coil 1.1 EA 291.00 320.10 F1061250 1 1/4"Uponor AquaPEX White 100-ft. coil 0.4 EA 650.00 260.00 ProPEX Rings Part Number Description Quantity Unit Unit Cost Total Cost Q4690756 ProPEX Ring with Stop 3/4" 62 EA 0.85 52.70 Q4691000 ProPEX Ring with Stop 1" 24 EA 1.80 43.20 Q4691250 ProPEX Ring with Stop 1 1/4" 12 EA 1.98 23.76 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 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 11 EA 57.00 627.00 A7750700 Fire Sprinkler Adapter Mounting Bracket 3/4"and 1" 11 EA 11.80 129.80 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 2 EA 5.30 10.60 Q4751010 ProPEX EP Tee 1"PEX x 1"PEX x 1"PEX 1 EA 9.65 9.65 Page 4 Created using Hydratec, Inc. HydraBlD 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 4 EA 4.32 17.28 Q4757710 ProPEX EP Tee 3/4"PEX x 3/4"PEX x 1"PEX 8 EA 15.70 125.60 Q4751175 ProPEX EP Tee 1"PEX x 1"PEX x 3/4"PEX 2 EA 9.75 19.50 Q4751311 ProPEX EP Tee 1 1/4"PEX x 1"PEX x 1"PEX 1 EA 19.15 19.15 Q4751337 ProPEX EP Tee 1 1/4"PEX x 1 1/4"PEX x 3/4"PEX 2 EA 19.30 38.60 Q4751331 ProPEX EP Tee 1 1/4"PEX x 1 1/4"PEX x 1"PEX 1 EA 19.75 19.75 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 LF74971FW(See Uponor Catalog for pricing) 1 EA 287.00 287.00 Miscellaneous Part Number Description Quantity Unit Unit Cost Total Cost 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 $ 3,584.39 i Page 5 Created using Hydratec, Inc. HydraBlD