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Report M 81zo2f-W0ogc ( 211 3e41,49(< I here by certify that this plan, specification, or report was prepared by me or under my RECEIVED direct supervision and that I am NICET Certified. r OF TIGARD Tim W McDonald Date: 05/14/2021 BUILDING DIVISION NICET Certification No. 150393 Water-Based Systems Layout - Level III Certification Expires: June 1, 2022 111) 01101 AquaSAFETM Fire Safety system OFFICE COPY Hydratec Incorporated 64 Haverhill Road Route 111 Windham, NH 03087 603-434-0502 Job Name : D15 AT RIVER TERRACE-One Head Calculation (H.5) Drawing : RESIDENTIAL Location : SW ROY ROGERS RD TIGARD OR 97140 Remote Area : 1 Contract : 38816F 004 Data File : 38816F 004 River Terrace Unit D15.wx1 Date/Time : 05/12/2021 -04:22 PM Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Hydratec Incorporated Page 1 D15 AT RIVER TERRACE- One Head Calculation (H.5) Date 5/12/2021 HYDRAULIC DESIGN INFORMATION SHEET Name - D15 AT RIVER TERRACE Date - 05/03/2021 Location - TIGARD OR 97140 Building - RESIDENTIAL System No. - 1 Contractor - ALLIANCE PLUMBING Contract No. - 38816F 004 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 54.79 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 - 04/09/2021 Rated Cap. Cap. T Time of Test - 8:08 AM @ Psi Elev. E Static (Psi) - 95 Elev. R Residual (Psi) - 90 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 Hydratec Incorporated Page 2 D15 AT RIVER TERRACE - One Head Calculation (H.5) Date 5/12/2021 ETs City Water Supply: Demand: C1 - Static Pressure : 95 D1 - Elevation : 14.292 C2 - Residual Pressure: 90 D2 - System Flow : 16.974 C2 - Residual Flow : 300 D2 - System Pressure : 54.791 Hose ( Demand ) D3 - System Demand : 16.974 Safety Margin : 40.184 150 140 130 p 120 R 110 E 100 o Cl _ C2 o S 90 i — S 80 U 70 R 60 D2 E 50 40 30 20 . 10 Di 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 Hydratec Incorporated Page 3 D15 AT RIVER TERRACE - One Head Calculation (H.5) Date 5/12/2021 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 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. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA Hydratec Incorporated Page 4 D15 AT RIVER TERRACE-One Head Calculation (H.5) Date 5/12/2021 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 95.0 90 300.0 94.975 16.97 54.791 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.5 128.0 4.9 12.0 16.97 0.05 324 H.4 128.0 14.94 T.17 128.0 15.57 T.16 128.0 17.77 T.29 119.0 22.14 T.48 108.0 28.01 S.1 104.0 30.33 PRV 95.0 40.6 MTR 95.0 49.91 STR 95.0 54.79 T.19 128.0 12.43 H.3 128.0 14.39 T.12 128.0 15.47 T.11 128.0 16.47 T.24 119.0 20.58 T.25 119.0 21.71 H.6 119.0 21.9 T.21 119.0 21.98 T.23 119.0 22.03 T.22 119.0 22.09 T.26 119.0 22.1 T.47 108.0 27.84 H.1 128.0 15.62 H.2 128.0 15.79 T.14 128.0 15.9 T.13 128.0 17.75 T.15 128.0 15.65 T.35 119.0 21.88 T.36 119.0 21.89 H.8 119.0 21.91 T.33 119.0 22.02 H.7 119.0 22.04 T.31 119.0 22.07 T.30 119.0 22.12 T.34 119.0 21.88 H.10 108.0 26.65 T.28 119.0 22.08 T.27 119.0 22.4 T.45 108.0 27.31 T.44 108.0 27.69 T.42 108.0 27.8 T.43 108.0 27.81 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA Hydratec Incorporated Page 5 D15 AT RIVER TERRACE -One Head Calculation (H.5) Date 5/12/2021 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.40 108.0 27.73 H.9 108.0 27.74 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 u Final Calculations : Hazen-Williams Hydratec Incorporated Page 6 D15 AT RIVER TERRACE -One Head Calculation (H.5) Date 5/12/2021 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.5 128 4.90 9.98 0.75 Utr 2.0 12.000 150 12.000 to 2.000 0.0 H.4 128 9.98 0.671 14.000 0.2099 2.938 Vel= 9.05 H.4 128 0.0 0.75 Utr 2.0 1.000 150 14.938 to 2.000 0.0 T.17 128 9.98 0.671 3.000 0.2100 0.630 Vel = 9.05 T.17 128 -3.34 0.75 Utb 17.0 3.329 150 15.568 to Ucp 2.0 19.000 0.0 T.16 128 6.64 0.671 22.329 0.0987 2.204 Vel = 6.02 T.16 128 0.0 1 Utr 2.0 14.000 150 17.772 to 2.000 3.898 T.29 119 6.64 0.862 16.000 0.0291 0.466 Vel = 3.65 T.29 119 0.92 1 Utb 17.0 16.000 150 22.136 to 14.000 4.764 T.48 108 7.56 0.862 30.000 0.0370 1.110 Vel = 4.16 T.48 108 9.41 1.25 T 2.44 7.000 150 28.010 to 2.440 1.732 S.1 104 16.97 1.054 9.440 0.0622 0.587 Vel = 6.24 S.1 104 0.0 1.25 6.000 150 30.329 to 9.898 ** Fixed Loss = 6 PRV 95 16.97 1.054 6.000 0.0622 0.373 Vel = 6.24 PRV 95 0.0 1.25 E 1.22 100.000 150 40.600 to G 0.407 1.627 3.000 * * Fixed Loss = 3 MTR 95 16.97 1.054 101.627 0.0621 6.313 Vel = 6.24 MTR 95 0.0 1 35.000 150 49.913 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 54.791 K Factor= 2.29 *New Path H.5 128 6.99 0.75 4.000 150 12.000 to 0.0 T.19 128 6.99 0.671 4.000 0.1085 0.434 Vel= 6.34 T.19 128 0.0 0.75 Utr 2.0 16.000 150 12.434 to 2.000 0.0 H.3 128 6.99 0.671 18.000 0.1086 1.954 Vel = 6.34 H.3 128 0.0 0.75 Utr 2.0 8.000 150 14.388 to 2.000 0.0 T.12 128 6.99 0.671 10.000 0.1085 1.085 Vel = 6.34 T.12 128 -2.63 0.75 Utb 17.0 3.075 150 15.473 to Ucp 2.0 19.000 0.0 T.11 128 4.36 0.671 22.075 0.0453 0.999 Vel = 3.96 T.11 128 0.0 1 16.018 150 16.472 to 3.898 T.24 119 4.36 0.862 16.018 0.0134 0.214 Vel= 2.40 T.24 119 0.0 0.75 Utb 17.0 5.955 150 20.584 to Ucp 2.0 19.000 0.0 T.25 119 4.36 0.671 24.955 0.0452 1.129 Vel = 3.96 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Hydratec Incorporated Page 7 D15 AT RIVER TERRACE-One Head Calculation (H.5) Date 5/12/2021 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 T.25 119 -1.65 0.75 Utr 2.0 8.000 150 21.713 to 2.000 0.0 H.6 119 2.71 0.671 10.000 0.0188 0.188 Vel = 2.46 H.6 119 0.0 0.75 Utr 2.0 2.000 150 21.901 to 2.000 0.0 T.21 119 2.71 0.671 4.000 0.0188 0.075 Vel = 2.46 T.21 119 0.0 0.75 Utr 2.0 1.000 150 21.976 to 2.000 0.0 T.23 119 2.71 0.671 3.000 0.0190 0.057 Vel = 2.46 T.23 119 -1.76 0.75 Utb 17.0 1.000 150 22.033 to Ucp 2.0 19.000 0.0 T.22 119 0.95 0.671 20.000 0.0027 0.054 Vel = 0.86 T.22 119 0.0 1 Utb 17.0 4.000 150 22.087 to 14.000 0.0 T.26 119 0.95 0.862 18.000 0.0008 0.015 Vel = 0.52 T.26 119 5.98 1 Utb 17.0 17.000 150 22.102 to 14.000 4.764 T.47 108 6.93 0.862 31.000 0.0315 0.977 Vel = 3.81 T.47 108 2.49 1.25 Utr 4.0 4.000 150 27.843 to 4.000 0.0 T.48 108 9.42 1.054 8.000 0.0209 0.167 Vel = 3.46 0.0 T.48 9.42 28.010 K Factor= 1.78 *New Path T.12 128 2.63 0.75 Utr 2.0 6.000 150 15.473 to 2.000 0.0 H.1 128 2.63 0.671 8.000 0.0177 0.142 Vel = 2.39 H.1 128 0.0 0.75 Utr 2.0 8.000 150 15.615 to 2.000 0.0 H.2 128 2.63 0.671 10.000 0.0179 0.179 Vel = 2.39 H.2 128 0.0 0.75 Utr 2.0 4.000 150 15.794 to 2.000 0.0 T.14 128 2.63 0.671 6.000 0.0178 0.107 Vel = 2.39 T.14 128 3.35 0.75 Utb 17.0 3.805 150 15.901 to Ucp 2.0 19.000 0.0 T.13 128 5.98 0.671 22.805 0.0812 1.852 Vel = 5.43 T.13 128 0.0 1 Utr 2.0 16.805 150 17.753 to 2.000 3.898 T.26 119 5.98 0.862 18.805 0.0240 0.451 Vel = 3.29 0.0 T.26 5.98 22.102 K Factor= 1.27 *New Path T.17 128 3.34 0.75 Utr 2.0 1.000 150 15.568 to 2.000 0.0 T.15 128 3.34 0.671 3.000 0.0277 0.083 Vel = 3.03 T.15 128 0.0 0.75 Utr 2.0 7.000 150 15.651 to 2.000 0.0 T.14 128 3.34 0.671 9.000 0.0278 0.250 Vel = 3.03 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Hydratec Incorporated Page 8 D15 AT RIVER TERRACE - One Head Calculation (H.5) Date 5/12/2021 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 0.0 T.14 3.34 15.901 K Factor= 0.84 *New Path T.25 119 1.65 0.75 Utr 2.0 20.000 150 21.713 to 2.000 0.0 T.35 119 1.65 0.671 22.000 0.0075 0.165 Vel = 1.50 T.35 119 -0.25 0.75 Utr 2.0 1.000 150 21.878 to 2.000 0.0 T.36 119 1.4 0.671 3.000 0.0053 0.016 Vel= 1.27 T.36 119 0.25 0.75 2.000 150 21.894 to 0.0 H.8 119 1.65 0.671 2.000 0.0075 0.015 Vel = 1.50 H.8 119 0.0 0.75 Utr 2.0 13.000 150 21.909 to 2.000 0.0 T.33 119 1.65 0.671 15.000 0.0075 0.112 Vel = 1.50 T.33 119 0.0 0.75 Utr 2.0 1.000 150 22.021 to 2.000 0.0 H.7 119 1.65 0.671 3.000 0.0077 0.023 Vel = 1.50 H.7 119 0.0 0.75 Utr 2.0 2.000 150 22.044 to 2.000 0.0 T.31 119 1.65 0.671 4.000 0.0075 0.030 Vel = 1.50 T.31 119 -0.73 0.75 Utb 17.0 1.000 150 22.074 to Ucp 2.0 19.000 0.0 T.30 119 0.92 0.671 20.000 0.0025 0.050 Vel = 0.83 T.30 119 0.0 1 Utb 17.0 2.000 150 22.124 to 14.000 0.0 T.29 119 0.92 0.862 16.000 0.0008 0.012 Vel = 0.51 0.0 T.29 0.92 22.136 K Factor= 0.20 *New Path T.35 119 0.25 0.75 Utb 17.0 1.000 150 21.878 to Utr 2.0 19.000 0.0 T.34 119 0.25 0.671 20.000 0.0002 0.004 Vel = 0.23 T.34 119 0.0 0.75 Utr 2.0 17.000 150 21.882 to 2.000 4.764 H.10 108 0.25 0.671 19.000 0.0002 0.004 Vel = 0.23 H.10 108 0.0 0.75 Utb 17.0 17.000 150 26.650 to 17.000 -4.764 T.36 119 0.25 0.671 34.000 0.0002 0.008 Vel= 0.23 0.0 T.36 0.25 21.894 K Factor= 0.05 *New Path T.23 119 1.76 0.75 Utr 2.0 4.000 150 22.033 to 2.000 0.0 T.28 119 1.76 0.671 6.000 0.0085 0.051 Vel = 1.60 T.28 119 0.73 0.75 Utb 17.0 1.000 150 22.084 to Ucp 2.0 19.000 0.0 T.27 119 2.49 0.671 20.000 0.0161 0.321 Vel = 2.26 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams , Hydratec Incorporated Page 9 D15 AT RIVER TERRACE-One Head Calculation (H.5) Date 5/12/2021 Nodel 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.27 119 0.0 1 29.000 150 22.405 to 4.764 T.45 108 2.49 0.862 29.000 0.0048 0.138 Vel = 1.37 T.45 108 0.0 0.75 Ucp 2.0 5.113 150 27.307 to Utb 17.0 19.000 0.0 T.44 108 2.49 0.671 24.113 0.0160 0.387 VeI= 2.26 T.44 108 -1.10 0.75 Utb 17.0 3.000 150 27.694 to 17.000 0.0 T.42 108 1.39 0.671 20.000 0.0055 0.110 Vel = 1.26 T.42 108 1.10 1.25 4.000 150 27.804 to 0.0 T.43 108 2.49 1.054 4.000 0.0018 0.007 Vel = 0.92 T.43 108 0.0 1.25 Utr 4.0 3.000 150 27.811 to Uel 11.0 15.000 0.0 T.47 108 2.49 1.054 18.000 0.0018 0.032 Vel = 0.92 0.0 T.47 2.49 27.843 K Factor= 0.47 *New Path T.31 119 0.73 0.75 Utr 2.0 4.000 150 22.074 to 2.000 0.0 T.28 119 0.73 0.671 6.000 0.0017 0.010 Vel = 0.66 0.0 T.28 0.73 22.084 K Factor= 0.16 *New Path T.44 108 1.10 0.75 Utr 2.0 7.000 150 27.694 to 2.000 0.0 T.40 108 1.1 0.671 9.000 0.0036 0.032 VeI = 1.00 T.40 108 0.0 0.75 Utr 2.0 1.000 150 27.726 to 2.000 0.0 H.9 108 1.1 0.671 3.000 0.0037 0.011 Vel = 1.00 H.9 108 0.0 0.75 Utb 17.0 2.000 150 27.737 to 17.000 0.0 T.42 108 1.1 0.671 19.000 0.0035 0.067 Vel = 1.00 0.0 T.42 1.10 27.804 K Factor= 0.21 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ������ I here by certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am NICET 6 2`,1 Certified. GM(OF TIGARD 3UILDING DIVISION Tim W McDonald Date:05/14/2021 NICET Certification No. 150393 Water-Based Systems Layout - Level III Certification Expires: June 1, 2022 PO 01 AquaAFETM Fire Safety System OFFICE COP/ Hydratec Incorporated 64 Haverhill Road Route 111 Windham, NH 03087 603-434-0502 Job Name : D15 AT RIVER TERRACE-Two Head Calculation (H.8& H.7) Drawing : RESIDENTIAL Location : SW ROY ROGERS RD TIGARD OR 97140 Remote Area : 1 Contract : 38816F 004 Data File : 38816F 004 River Terrace Unit D15.wx2 Date/Time : 05/12/2021 -04:21 PM Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Hydratec Incorporated Page 1 D15 AT RIVER TERRACE-Two Head Calculation (H.8 & H.7) Date 5/12/2021 HYDRAULIC DESIGN INFORMATION SHEET Name - D15 AT RIVER TERRACE Date - 05/03/2021 Location - TIGARD OR 97140 Building - RESIDENTIAL System No. - 1 Contractor - ALLIANCE PLUMBING Contract No. - 38816F 004 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 - 119 Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 162 N Calculation Gpm Required 26.7723 Psi Required 61.92 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 - 04/09/2021 Rated Cap. Cap. T Time of Test - 8:08 AM @ Psi Elev. E Static (Psi) - 95 Elev. R Residual (Psi) - 90 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 Hydratec Incorporated Page 2 D15 AT RIVER TERRACE -Two Head Calculation (H.8 & H.7) Date 5/12/2021 City Water Supply: Demand: C1 - Static Pressure : 95 D1 - Elevation : 10.394 C2 - Residual Pressure: 90 D2 - System Flow : 26.772 C2 - Residual Flow : 300 D2 - System Pressure : 61.925 Hose ( Demand ) D3 - System Demand : 26.772 Safety Margin : 33.018 150 140 130 P 120 R 110 E 100 C1 C2 S 90 S 80 U 70 D2 R 60 b E 50 • 40 F 30 20 10 o 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 A Hydratec Incorporated Page 3 D15 AT RIVER TERRACE-Two Head Calculation (H.8 & H.7) Date 5/12/2021 Fitting Legend Abbrev. Name 1/2 3/4 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. Route 111 Windham N.H. USA 03087 Fi5w Summary - NFPA Hydratec Incorporated Page 4 D15 AT RIVER TERRACE-Two Head Calculation (H.8& H.7) Date 5/12/2021 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 95.0 90 300.0 94.943 26.77 61.925 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.8 119.0 4.9 7.04 13.0 0.05 256 T.33 119.0 7.76 H.7 119.0 4.9 7.9 13.77 0.05 256 T.31 119.0 10.46 T.30 119.0 13.86 T.29 119.0 14.66 T.48 108.0 21.71 S.1 104.0 24.81 PRV 95.0 35.57 MTR 95.0 53.24 STR 95.0 61.92 T.36 119.0 7.35 T.35 119.0 7.7 T.25 119.0 11.14 T.24 119.0 12.43 T.11 128.0 8.78 T.12 128.0 9.91 H.1 128.0 10.07 H.2 128.0 10.27 T.14 128.0 10.39 T.13 128.0 10.73 T.26 119.0 14.71 T.47 108.0 21.29 H.10 108.0 12.28 T.34 119.0 7.6 T.28 119.0 11.58 T.27 119.0 13.17 T.45 108.0 18.62 T.44 108.0 20.55 T.42 108.0 21.09 T.43 108.0 21.13 H.6 119.0 11.5 T.21 119.0 11.64 T.23 119.0 11.75 T.22 119.0 14.09 H.3 128.0 10.01 T.19 128.0 10.19 H.5 128.0 10.23 H.4 128.0 10.36 T.17 128.0 10.39 T.16 128.0 10.7 T.15 128.0 10.39 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA Hydratec Incorporated Page 5 D15 AT RIVER TERRACE-Two Head Calculation (H.8& H.7) Date 5/12/2021 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.40 108.0 20.7 H.9 108.0 20.76 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Filial Calculations : Hazen-Williams Hydratec Incorporated Page 6 D15 AT RIVER TERRACE-Two Head Calculation (H.8 & H.7) Date 5/12/2021 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.8 119 4.90 4.48 0.75 Utr 2.0 13.000 150 7.040 to 2.000 0.0 T.33 119 4.48 0.671 15.000 0.0477 0.715 Vel = 4.06 T.33 119 0.0 0.75 Utr 2.0 1.000 150 7.755 to 2.000 0.0 H.7 119 4.48 0.671 3.000 0.0480 0.144 Vel = 4.06 H.7 119 4.90 13.77 0.75 Utr 2.0 2.000 150 7.899 to 2.000 0.0 T.31 119 18.25 0.671 4.000 0.6408 2.563 Vel = 16.56 T.31 119 -9.35 0.75 Utb 17.0 1.000 150 10.462 to Ucp 2.0 19.000 0.0 T.30 119 8.9 0.671 20.000 0.1697 3.394 Vel= 8.07 T.30 119 0.0 1 Utb 17.0 2.000 150 13.856 to 14.000 0.0 T.29 119 8.9 0.862 16.000 0.0501 0.801 Vel = 4.89 T.29 119 2.28 1 Utb 17.0 16.000 150 14.657 to 14.000 4.764 T.48 108 11.18 0.862 30.000 0.0763 2.290 Vel = 6.15 T.48 108 15.59 1.25 T 2.44 7.000 150 21.711 to 2.440 1.732 S.1 104 26.77 1.054 9.440 0.1444 1.363 Vel = 9.84 S.1 104 0.0 1.25 6.000 150 24.806 to 9.898 * * Fixed Loss= 6 PRV 95 26.77 1.054 6.000 0.1443 0.866 Vel = 9.84 PRV 95 0.0 1.25 E 1.22 100.000 150 35.570 to G 0.407 1.627 3.000 ** Fixed Loss = 3 MTR 95 26.77 1.054 101.627 0.1443 14.668 Vel = 9.84 MTR 95 0.0 1 35.000 150 53.238 to 2.000 * * Fixed Loss =2 STR 95 26.77 0.995 35.000 0.1911 6.687 Vel = 11.05 0.0 STR 26.77 61.925 K Factor= 3.40 *New Path H.8 119 8.52 0.75 2.000 150 7.040 to 0.0 T.36 119 8.52 0.671 2.000 0.1565 0.313 Vel = 7.73 T.36 119 -1.29 0.75 Utr 2.0 1.000 150 7.353 to 2.000 0.0 T.35 119 7.23 0.671 3.000 0.1157 0.347 Vel = 6.56 T.35 119 1.29 0.75 Utr 2.0 20.000 150 7.700 to 2.000 0.0 T.25 119 8.52 0.671 22.000 0.1565 3.442 Vel = 7.73 T.25 119 -3.84 0.75 Utb 17.0 5.955 150 11.142 to Ucp 2.0 19.000 0.0 T.24 119 4.68 0.671 24.955 0.0516 1.287 Vel = 4.25 T.24 119 0.0 1 16.018 150 12.429 to -3.898 T.11 128 4.68 0.862 16.018 0.0152 0.244 Vel = 2.57 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Hydratec Incorporated Page 7 D15 AT RIVER TERRACE -Two Head Calculation (H.8& H.7) Date 5/12/2021 Nodel 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.11 128 0.0 0.75 Utb 17.0 3.075 150 8.775 to Ucp 2.0 19.000 0.0 T.12 128 4.68 0.671 22.075 0.0516 1.139 Vel = 4.25 T.12 128 -1.90 0.75 Utr 2.0 6.000 150 9.914 to 2.000 0.0 H.1 128 2.78 0.671 8.000 0.0196 0.157 Vel = 2.52 H.1 128 0.0 0.75 Utr 2.0 8.000 150 10.071 to 2.000 0.0 H.2 128 2.78 0.671 10.000 0.0197 0.197 Vel = 2.52 H.2 128 0.0 0.75 Utr 2.0 4.000 150 10.268 to 2.000 0.0 T.14 128 2.78 0.671 6.000 0.0197 0.118 Vel = 2.52 T.14 128 -0.38 0.75 Utb 17.0 3.805 150 10.386 to Ucp 2.0 19.000 0.0 T.13 128 2.4 0.671 22.805 0.0150 0.342 Vel = 2.18 T.13 128 0.0 1 Utr 2.0 16.805 150 10.728 to 2.000 3.898 T.26 119 2.4 0.862 18.805 0.0045 0.084 Vel = 1.32 T.26 119 7.28 1 Utb 17.0 17.000 150 14.710 to 14.000 4.764 T.47 108 9.68 0.862 31.000 0.0585 1.812 Vel = 5.32 T.47 108 5.92 1.25 Utr 4.0 4.000 150 21.286 to 4.000 0.0 T.48 108 15.6 1.054 8.000 0.0531 0.425 Vel = 5.74 0.0 T.48 15.60 21.711 K Factor= 3.35 *New Path T.36 119 1.29 0.75 Utb 17.0 17.000 150 7.353 to 17.000 4.764 H.10 108 1.29 0.671 34.000 0.0047 0.161 Vel = 1.17 H.10 108 0.0 0.75 Utr 2.0 17.000 150 12.278 to 2.000 -4.764 T.34 119 1.29 0.671 19.000 0.0048 0.091 Vel = 1.17 T.34 119 0.0 0.75 Utb 17.0 1.000 150 7.605 to Utr 2.0 19.000 0.0 T.35 119 1.29 0.671 20.000 0.0048 0.095 Vel = 1.17 0.0 T.35 1.29 7.700 K Factor= 0.46 *New Path T.31 119 9.35 0.75 Utr 2.0 4.000 150 10.462 to 2.000 0.0 T.28 119 9.35 0.671 6.000 0.1860 1.116 Vel = 8.48 T.28 119 -3.43 0.75 Utb 17.0 1.000 150 11.578 to Ucp 2.0 19.000 0.0 T.27 119 5.92 0.671 20.000 0.0798 1.596 Vel = 5.37 T.27 119 0.0 1 29.000 150 13.174 to 4.764 T.45 108 5.92 0.862 29.000 0.0236 0.684 Vel = 3.25 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Hydratec Incorporated Page 8 D15 AT RIVER TERRACE-Two Head Calculation (H.8 & H.7) Date 5/12/2021 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf T.45 108 0.0 0.75 Ucp 2.0 5.113 150 18.622 to Utb 17.0 19.000 0.0 T.44 108 5.92 0.671 24.113 0.0798 1.925 Vel = 5.37 T.44 108 -2.61 0.75 Utb 17.0 3.000 150 20.547 to 17.000 0.0 T.42 108 3.31 0.671 20.000 0.0273 0.545 Vel = 3.00 T.42 108 2.61 1.25 4.000 150 21.092 to 0.0 T.43 108 5.92 1.054 4.000 0.0088 0.035 Vel = 2.18 T.43 108 0.0 1.25 Utr 4.0 3.000 150 21.127 to Uel 11.0 15.000 0.0 T.47 108 5.92 1.054 18.000 0.0088 0.159 Vel = 2.18 0.0 T.47 5.92 21.286 K Factor= 1.28 *New Path T.25 119 3.84 0.75 Utr 2.0 8.000 150 11.142 to 2.000 0.0 H.6 119 3.84 0.671 10.000 0.0359 0.359 Vel = 3.48 H.6 119 0.0 0.75 Utr 2.0 2.000 150 11.501 to 2.000 0.0 T.21 119 3.84 0.671 4.000 0.0357 0.143 Vel = 3.48 T.21 119 0.0 0.75 Utr 2.0 1.000 150 11.644 to 2.000 0.0 T.23 119 3.84 0.671 3.000 0.0360 0.108 Vel = 3.48 T.23 119 3.43 0.75 Utb 17.0 1.000 150 11.752 to Ucp 2.0 19.000 0.0 T.22 119 7.27 0.671 20.000 0.1168 2.337 Vel = 6.60 T.22 119 0.0 1 Utb 17.0 4.000 150 14.089 to 14.000 0.0 T.26 119 7.27 0.862 18.000 0.0345 0.621 Vel= 4.00 0.0 T.26 7.27 14.710 K Factor= 1.90 *New Path T.28 119 3.43 0.75 Utr 2.0 4.000 150 11.578 to 2.000 0.0 T.23 119 3.43 0.671 6.000 0.0290 0.174 Vel= 3.11 0.0 T.23 3.43 11.752 K Factor= 1.00 *New Path T.12 128 1.90 0.75 Utr 2.0 8.000 150 9.914 to 2.000 0.0 H.3 128 1.9 0.671 10.000 0.0097 0.097 VeI = 1.72 H.3 128 0.0 0.75 Utr 2.0 16.000 150 10.011 to 2.000 0.0 T.19 128 1.9 0.671 18.000 0.0098 0.176 Vel = 1.72 T.19 128 0.0 0.75 4.000 150 10.187 to 0.0 H.5 128 1.9 0.671 4.000 0.0098 0.039 Vel = 1.72 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Hydratec Incorporated Page 9 D15 AT RIVER TERRACE-Two Head Calculation (H.8& H.7) Date 5/12/2021 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.5 128 0.0 0.75 Utr 2.0 12.000 150 10.226 to 2.000 0.0 H.4 128 1.9 0.671 14.000 0.0097 0.136 Vel = 1.72 H.4 128 0.0 0.75 Utr 2.0 1.000 150 10.362 to 2.000 0.0 T.17 128 1.9 0.671 3.000 0.0097 0.029 Vel = 1.72 T.17 128 0.38 0.75 Utb 17.0 3.329 150 10.391 to Ucp 2.0 19.000 0.0 T.16 128 2.28 0.671 22.329 0.0136 0.304 Vel = 2.07 T.16 128 0.0 1 Utr 2.0 14.000 150 10.695 to 2.000 3.898 T.29 119 2.28 0.862 16.000 0.0040 0.064 Vel = 1.25 0.0 T.29 2.28 14.657 K Factor= 0.60 *New Path T.14 128 0.38 0.75 Utr 2.0 7.000 150 10.386 to 2.000 0.0 T.15 128 0.38 0.671 9.000 0.0004 0.004 Vel = 0.34 T.15 128 0.0 0.75 Utr 2.0 1.000 150 10.390 to 2.000 0.0 T.17 128 0.38 0.671 3.000 0.0003 0.001 Vel = 0.34 0.0 T.17 0.38 10.391 K Factor= 0.12 *New Path T.44 108 2.61 0.75 Utr 2.0 7.000 150 20.547 to 2.000 0.0 T.40 108 2.61 0.671 9.000 0.0176 0.158 Vel = 2.37 T.40 108 0.0 0.75 Utr 2.0 1.000 150 20.705 to 2.000 0.0 H.9 108 2.61 0.671 3.000 0.0177 0.053 Vel = 2.37 H.9 108 0.0 0.75 Utb 17.0 2.000 150 20.758 to 17.000 0.0 T.42 108 2.61 0.671 19.000 0.0176 0.334 Vel = 2.37 0.0 T.42 2.61 21.092 K Factor= 0.57 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087