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Specifications
r0510012'-- oo 'ffi 6.6 q8^ Co(0Carl° Lr,. RECEIVED I hereby certify that this plan, specification, OCT , Z 2022 or report was prepared by me or under my direct supervision and that I am NICET CITY OF TIGARD Certified. BUILDING DIVISION Leirrr Arm .. Tim W McDonald Date: 09/30/2022 NICET Certification No. 150393 Water-Based Systems Layout - Level III Certification Expires: June 1, 2025 UPOnOr AquaSAFETM Fire Safety System Uponor, Inc. 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : SOUTH RIVER TERRACE- One Head Calculation (H.6) Drawing : RESIDENTIAL Location : 2 STORY TRIPLEX- UNIT 1 TIGARD OR Remote Area : 1 Contract : 43463F 001 Data File : 43463F 001 2 Story Triplex, Unit 1 + Mirror.wxl Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor, Inc. Page 1 SOUTH RIVER TERRACE-One Head Calculation (H.6) Date 9/29/2022 HYDRAULIC DESIGN INFORMATION SHEET Name - SOUTH RIVER TERRACE Date - 9/29/2022 Location - TIGARD OR Building - RESIDENTIAL System No. - 1 Contractor - WOLCOTT PLUMBING Contract No. - 43463F 001 Calculated By - BRENT KOTULA SET IV 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 155 N Calculation Gpm Required 17 Psi Required 82.19 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) - 108 Elev. R Residual (Psi) - 100 Other Well Flow (Gpm) - 300 Proof Flow Gpm S Elevation - 95 P Location: STREET P L Source of Information: CONTRACTOR Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C Uponor,Inc. Page 2 SOUTH RIVER TERRACE-One Head Calculation(H.6) Date 9/29/2022 City Water Supply: Demand: C1-Static Pressure : 108 D1-Elevation : 10.394 C2-Residual Pressure: 100 D2-System Flow : 16.974 C2-Residual Flow : 300 D2-System Pressure : 82.190 Hose(Demand) :5 D3-System Demand :21.974 Safety Margin : 25.746 150 140 130 P 120 R 110 —C1 C2 E 100 S 90 - D2 S 80 a U70D'I R 60 E 50 40 30 20 10 a D1 - - _ -- 50 100 150 200 250 300 350 400 450 FLOW(N"1.85) Computer Programs by Hydratec Inc. Route VI1 Windham N.H.USA 03087 Fittings Used Summary Uponor,Inc. Page 3 SOUTH RIVER TERRACE-One Head Calculation(H.e) Date 9/29/2022 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 5 7 8 10 12 14 18 22 27 35 40 45 50 61 G NFPA 13 Gate Valve 1 1 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Uel Aquapex 90 Elbow 11 11 12 11 13 18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Uth• Aquapex Tee-Branch 2 17 14 9 12 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Utr• Aquapex Tee-Run 1 2 2 4 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 • Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note:Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with•. The fittings marked with a*show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a*will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 Flow Summary - NFPA Uponor, Inc. Page 4 SOUTH RIVER TERRACE-One Head Calculation (H.6) Date 9/29/2022 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 108.0 100 300.0 107.936 21.97 82.19 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.6 119.0 4.9 12.0 16.97 T.24 119.0 16.15 H.3 119.0 17.21 T.21 119.0 17.41 H.1 119.0 17.69 H.2 119.0 18.46 H.4 119.0 18.9 T.23 119.0 19.72 T.37 109.0 24.37 T.38 109.0 24.53 T.39 109.0 25.13 S.1 109.0 25.72 PRV 95.0 47.36 SMTR 95.0 61.48 TEE 95.0 64.84 5.0 MTR 95.0 76.21 CRB 95.0 79.86 STR 95.0 82.19 T.28 119.0 13.58 T.29 119.0 16.62 H.12 119.0 18.12 T.30 119.0 18.93 H.11 119.0 19.31 H.9 119.0 19.48 T.27 119.0 19.83 T.25 119.0 20.28 T.34 109.0 20.74 H.13 109.0 21.97 T.32 109.0 22.28 H.14 109.0 22.51 H.15 109.0 23.02 T.33 109.0 23.32 H.16 109.0 23.56 T.36 109.0 24.29 H.17 109.0 20.86 T.35 109.0 20.87 H.18 109.0 20.94 T.43 109.0 21.02 T.46 109.0 21.83 H.20 109.0 22.06 T.44 109.0 22.54 T.42 109.0 22.63 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA Uponor, Inc. Page 5 SOUTH RIVER TERRACE- One Head Calculation (H.6) Date 9/29/2022 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.40 109.0 22.92 H.19 109.0 22.58 H.10 119.0 19.16 H.8 119.0 19.29 H.5 119.0 19.42 T.22 119.0 19.72 H.7 119.0 20.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 6 SOUTH RIVER TERRACE-One Head Calculation (H.6) Date 9/29/2022 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.6 119 4.90 9.20 0.75 Utb 17.0 4.000 150 12.000 to Utr 2.0 19.000 0.0 T.24 119 9.2 0.671 0.0 23.000 0.1806 4.153 Vel= 8.35 T.24 119 -5.10 0.75 Utb 17.0 9.000 150 16.153 to 0.0 17.000 0.0 H.3 119 4.1 0.671 0.0 26.000 0.0405 1.053 Vel = 3.72 H.3 119 0.0 0.75 Utr 2.0 3.000 150 17.206 to 0.0 2.000 0.0 T.21 119 4.1 0.671 0.0 5.000 0.0404 0.202 Vel = 3.72 T.21 119 0.0 0.75 Utr 2.0 5.000 150 17.408 to 0.0 2.000 0.0 H.1 119 4.1 0.671 0.0 7.000 0.0404 0.283 Vel = 3.72 H.1 119 0.0 0.75 Utr 2.0 17.000 150 17.691 to 0.0 2.000 0.0 H.2 119 4.1 0.671 0.0 19.000 0.0405 0.769 Vel= 3.72 H.2 119 0.0 0.75 Utr 2.0 9.000 150 18.460 to 0.0 2.000 0.0 H.4 119 4.1 0.671 0.0 11.000 0.0405 0.445 Vel = 3.72 H.4 119 0.0 0.75 Utb 17.0 3.000 150 18.905 to 0.0 17.000 0.0 T.23 119 4.1 0.671 0.0 20.000 0.0405 0.810 Vel = 3.72 T.23 119 -0.16 1 Utb 17.0 15.000 150 19.715 to 0.0 14.000 4.331 T.37 109 3.94 0.862 0.0 29.000 0.0111 0.321 Vel = 2.17 T.37 109 7.90 1.25 0.0 5.000 150 24.367 to 0.0 0.0 0.0 T.38 109 11.84 1.054 0.0 5.000 0.0320 0.160 Vel = 4.35 T.38 109 0.0 1.25 Utr 4.0 4.000 150 24.527 to Uel 11.0 15.000 0.0 T.39 109 11.84 1.054 0.0 19.000 0.0319 0.606 Vel = 4.35 T.39 109 5.13 1.25 T 2.44 7.000 150 25.133 to 0.0 2.440 0.0 S.1 109 16.97 1.054 0.0 9.440 0.0621 0.586 Vel = 6.24 S.1 109 0.0 1.25 E 1.22 8.000 150 25.719 to 0.0 1.220 21.063 * * Fixed Loss= 15 PRV 95 16.97 1.054 0.0 9.220 0.0623 0.574 Vel = 6.24 PRV 95 0.0 1.25 0.0 2.000 150 47.356 to 0.0 0.0 14.000 * * Fixed Loss= 14 SMTR 95 16.97 1.054 0.0 2.000 0.0620 0.124 Vel = 6.24 SMTR 95 0.0 1.25 E 1.22 50.000 150 61.480 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 H5 5.00 1.25 T 2.44 50.000 150 64.838 to E 1.22 3.661 6.000 * * Fixed Loss=6 MTR 95 21.97 1.054 0.0 53.661 0.1002 5.375 Vel = 8.08 MTR 95 0.0 1 0.0 20.000 150 76.213 to 0.0 0.0 1.000 * * Fixed Loss= 1 CRB 95 21.97 0.995 0.0 20.000 0.1326 2.652 Vel = 9.07 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 7 SOUTH RIVER TERRACE-One Head Calculation (H.6) Date 9/29/2022 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 CRB 95 0.0 1 0.0 10.000 150 79.865 to 0.0 0.0 1.000 ** Fixed Loss = 1 STR 95 21.97 0.995 0.0 10.000 0.1325 1.325 Vel = 9.07 0.0 STR 21.97 82.190 K Factor= 2.42 *New Path H.6 119 7.77 0.75 Utr 2.0 10.000 150 12.000 to 0.0 2.000 0.0 T.28 119 7.77 0.671 0.0 12.000 0.1319 1.583 Vel = 7.05 T.28 119 0.0 0.75 Utb 17.0 6.000 150 13.583 to 0.0 17.000 0.0 T.29 119 7.77 0.671 0.0 23.000 0.1320 3.035 Vel = 7.05 T.29 119 -2.80 0.75 Utb 17.0 7.000 150 16.618 to Utr 2.0 19.000 0.0 H.12 119 4.97 0.671 0.0 26.000 0.0577 1.500 Vel = 4.51 H.12 119 0.0 0.75 0.0 14.000 150 18.118 to 0.0 0.0 0.0 T.30 119 4.97 0.671 0.0 14.000 0.0577 0.808 Vel= 4.51 T.30 119 -2.06 0.75 Utr 2.0 16.000 150 18.926 to 0.0 2.000 0.0 H.11 119 2.91 0.671 0.0 18.000 0.0214 0.386 Vel = 2.64 H.11 119 0.0 0.75 Utr 2.0 6.000 150 19.312 to 0.0 2.000 0.0 H.9 119 2.91 0.671 0.0 8.000 0.0215 0.172 Vel = 2.64 H.9 119 0.0 0.75 Utr 2.0 14.000 150 19.484 to 0.0 2.000 0.0 T.27 119 2.91 0.671 0.0 16.000 0.0214 0.343 Vel= 2.64 T.27 119 0.0 0.75 Utr 2.0 2.000 150 19.827 to Utb 17.0 19.000 0.0 T.25 119 2.91 0.671 0.0 21.000 0.0214 0.450 Vel = 2.64 T.25 119 2.22 1 Utb 17.0 15.000 150 20.277 to 0.0 14.000 4.331 T.39 109 5.13 0.862 0.0 29.000 0.0181 0.525 Vel = 2.82 0.0 T.39 5.13 25.133 K Factor= 1.02 *New Path T.24 119 5.10 1 0.0 14.000 150 16.153 to 0.0 0.0 4.331 T.34 109 5.1 0.862 0.0 14.000 0.0179 0.251 Vel = 2.80 T.34 109 -1.10 0.75 Utb 17.0 15.000 150 20.735 to 0.0 17.000 0.0 H.13 109 4.0 0.671 0.0 32.000 0.0387 1.237 Vel= 3.63 H.13 109 0.0 0.75 Utr 2.0 6.000 150 21.972 to 0.0 2.000 0.0 T.32 109 4.0 0.671 0.0 8.000 0.0386 0.309 Vel = 3.63 T.32 109 0.0 0.75 Utr 2.0 4.000 150 22.281 to 0.0 2.000 0.0 H.14 109 4.0 0.671 0.0 6.000 0.0387 0.232 Vel = 3.63 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 8 SOUTH RIVER TERRACE-One Head Calculation (H.6) Date 9/29/2022 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 H.14 109 0.0 0.75 Utr 2.0 11.000 150 22.513 to 0.0 2.000 0.0 H.15 109 4.0 0.671 0.0 13.000 0.0387 0.503 Vel = 3.63 H.15 109 0.0 0.75 Utr 2.0 6.000 150 23.016 to 0.0 2.000 0.0 T.33 109 4.0 0.671 0.0 8.000 0.0386 0.309 Vel= 3.63 T.33 109 0.0 0.75 Utr 2.0 4.000 150 23.325 to 0.0 2.000 0.0 H.16 109 4.0 0.671 0.0 6.000 0.0387 0.232 Vel = 3.63 H.16 109 0.0 0.75 Utb 17.0 2.000 150 23.557 to 0.0 17.000 0.0 T.36 109 4.0 0.671 0.0 19.000 0.0387 0.735 Vel = 3.63 T.36 109 3.90 1.25 Utr 4.0 1.000 150 24.292 to 0.0 4.000 0.0 T.37 109 7.9 1.054 0.0 5.000 0.0150 0.075 Vel = 2.90 0.0 T.37 7.90 24.367 K Factor= 1.60 *New Path T.34 109 1.10 0.75 Utb 17.0 7.000 150 20.735 to Uel 11.0 28.000 0.0 H.17 109 1.1 0.671 0.0 35.000 0.0036 0.125 Vel = 1.00 H.17 109 0.0 0.75 Utr 2.0 2.000 150 20.860 to 0.0 2.000 0.0 T.35 109 1.1 0.671 0.0 4.000 0.0035 0.014 Vel= 1.00 T.35 109 0.0 0.75 Utr 2.0 17.000 150 20.874 to 0.0 2.000 0.0 H.18 109 1.1 0.671 0.0 19.000 0.0036 0.068 Vel= 1.00 H.18 109 0.0 0.75 Utb 17.0 5.000 150 20.942 to 0.0 17.000 0.0 T.43 109 1.1 0.671 0.0 22.000 0.0035 0.078 Vel = 1.00 T.43 109 2.80 0.75 Utr 2.0 3.000 150 21.020 to Utb 17.0 19.000 0.0 T.46 109 3.9 0.671 0.0 22.000 0.0370 0.813 Vel = 3.54 T.46 109 0.0 0.75 0.0 6.000 150 21.833 to 0.0 0.0 0.0 H.20 109 3.9 0.671 0.0 6.000 0.0370 0.222 Vel = 3.54 H.20 109 0.0 0.75 Utr 2.0 11.000 150 22.055 to 0.0 2.000 0.0 T.44 109 3.9 0.671 0.0 13.000 0.0369 0.480 Vel = 3.54 T.44 109 -0.84 0.75 Utr 2.0 2.000 150 22.535 to 0.0 2.000 0.0 T.42 109 3.06 0.671 0.0 4.000 0.0235 0.094 Vel = 2.78 T.42 109 0.84 0.75 Utr 2.0 6.000 150 22.629 to 0.0 2.000 0.0 T.40 109 3.9 0.671 0.0 8.000 0.0369 0.295 Vel = 3.54 T.40 109 0.0 0.75 Utr 2.0 18.000 150 22.924 to Utb 17.0 19.000 0.0 T.36 109 3.9 0.671 0.0 37.000 0.0370 1.368 Vel = 3.54 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams ' Uponor, Inc. Page 9 SOUTH RIVER TERRACE-One Head Calculation (H.6) Date 9/29/2022 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.36 3.90 24.292 K Factor= 0.79 *New Path T.29 119 2.80 1 0.0 12.000 150 16.618 to 0.0 0.0 4.331 T.43 109 2.8 0.862 0.0 12.000 0.0059 0.071 Vel= 1.54 0.0 T.43 2.80 21.020 K Factor= 0.61 *New Path T.44 109 0.85 0.75 Utb 17.0 3.000 150 22.535 to 0.0 17.000 0.0 H.19 109 0.85 0.671 0.0 20.000 0.0022 0.044 Vel= 0.77 H.19 109 0.0 0.75 Utb 17.0 4.000 150 22.579 to Utr 2.0 19.000 0.0 T.42 109 0.85 0.671 0.0 23.000 0.0022 0.050 Vel = 0.77 0.0 T.42 0.85 22.629 K Factor= 0.18 *New Path T.30 119 2.06 0.75 Utb 17.0 4.000 150 18.926 to 0.0 17.000 0.0 H.10 119 2.06 0.671 0.0 21.000 0.0113 0.237 Vel = 1.87 H.10 119 0.0 0.75 Utr 2.0 9.000 150 19.163 to 0.0 2.000 0.0 H.8 119 2.06 0.671 0.0 11.000 0.0114 0.125 Vel = 1.87 H.8 119 0.0 0.75 Utr 2.0 10.000 150 19.288 to 0.0 2.000 0.0 H.5 119 2.06 0.671 0.0 12.000 0.0113 0.135 Vel= 1.87 H.5 119 0.0 0.75 Utb 17.0 7.000 150 19.423 to Utr 2.0 19.000 0.0 T.22 119 2.06 0.671 0.0 26.000 0.0113 0.294 Vel= 1.87 T.22 119 0.16 0.75 Uel 11.0 11.000 150 19.717 to 0.0 11.000 0.0 H.7 119 2.22 0.671 0.0 22.000 0.0130 0.287 Vel = 2.01 H.7 119 0.0 0.75 Utb 17.0 4.000 150 20.004 to 0.0 17.000 0.0 T.25 119 2.22 0.671 0.0 21.000 0.0130 0.273 Vel= 2.01 0.0 T.25 2.22 20.277 K Factor= 0.49 *New Path T.23 119 0.16 0.75 Utb 17.0 1.000 150 19.715 to Utr 2.0 19.000 0.0 T.22 119 0.16 0.671 0.0 20.000 0.0001 0.002 Vel = 0.15 0.0 T.22 0.16 19.717 K Factor= 0.04 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 RECEIVED I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am NICET OCT 12 2022 Certified. CITY OF TIGARD [ r►Mc jrrn BUILDING DIVISION Tim W McDonald Date:09/30/2022 NICET Certification No. 150393 Water-Based Systems Layout - Level III Certification Expires: June 1, 2025 uponor AquaSAFETM Fire Safety System o -p1 ('J-)P., , Uponor. Inc. 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : SOUTH RIVER TERRACE-Two Head Calculation (H.8 & H.10) Drawing : RESIDENTIAL Location : 2 STORY TRIPLEX- UNIT 1 TIGARD OR Remote Area : 1 Contract : 43463F 001 Data File : 43463F 001 2 Story Triplex, Unit 1 + Mirror.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor, Inc. Page 1 SOUTH RIVER TERRACE-Two Head Calculation (H.8 & H.10) Date 9/29/2022 HYDRAULIC DESIGN INFORMATION SHEET Name - SOUTH RIVER TERRACE Date - 9/29/2022 Location - TIGARD OR Building - RESIDENTIAL System No. - 1 Contractor - WOLCOTT PLUMBING Contract No. - 43463F 001 Calculated By - BRENT KOTULA SET IV 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 - 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 155 N Calculation Gpm Required 26.0212 Psi Required 98.77 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) - 108 Elev. R Residual (Psi) - 100 Other Well Flow (Gpm) - 300 Proof Flow Gpm S Elevation - 95 P Location: STREET P L Source of Information: CONTRACTOR Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C Uponor,Inc. Page 2 SOUTH RIVER TERRACE-Two Head Calculation(H.8&H.10) Date 9/29/2022 City Water Supply: Demand: C1-Static Pressure : 108 D1-Elevation : 10.394 C2-Residual Pressure: 100 D2-System Flow :26.021 C2-Residual Flow : 300 D2-System Pressure : 98.769 Hose(Demand) :5 D3-System Demand :31.021 Safety Margin : 9.111 150 140 130 p 120 R 110 Cl D2 _ C2 E 100 - �- s 90 D _ S 80 U 70 R 60 E 50 40 30 20 10 m D1 50 100 150 200 250 300 350 400 450 FLOW(N"1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 r Y Fittings Used Summary Uponor,Inc. Page 3 SOUTH RIVER TERRACE-Two Head Calculation(H.8&H.10) Date 9/29/2022 Fitting Legend Abbrev. Name X 1.. 1 1% 114 2 2% 3 3'h 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 ttlru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 • Uel' Aquapex90 Elbow 11 11 12 11 13 18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Uth• Aquapex Tee-Branch 2 17 14 9 12 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Utr• Aquapex Tee-Run 1 2 2 4 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch • Note:Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with'. The fittings marked with a*show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a'will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 Flow Summary - NFPA Uponor, Inc. Page 5 SOUTH RIVER TERRACE-Two Head Calculation (H.8 & H.10) Date 9/29/2022 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.13 109.0 25.49 T.32 109.0 25.64 H.14 109.0 25.75 H.15 109.0 26.0 T.33 109.0 26.14 H.16 109.0 26.26 H.19 109.0 25.38 Computer Programs by Hydrated Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 6 SOUTH RIVER TERRACE-Two Head Calculation (H.8 & H.10) Date 9/29/2022 Node1 Elev1 K Ca Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf *Remote Head to Supply H.8 119 4.90 12.23 0.75 Utr 2.0 10.000 150 7.040 to 0.0 2.000 0.0 H.5 119 12.23 0.671 0.0 12.000 0.3052 3.663 Vel= 11.10 H.5 119 0.0 0.75 Utb 17.0 7.000 150 10.703 to Utr 2.0 19.000 0.0 T.22 119 12.23 0.671 0.0 26.000 0.3053 7.937 Vel = 11.10 T.22 119 -4.96 0.75 Utb 17.0 1.000 150 18.640 to Utr 2.0 19.000 0.0 T.23 119 7.27 0.671 0.0 20.000 0.1166 2.333 Vel = 6.60 T.23 119 1.30 1 Utb 17.0 15.000 150 20.973 to 0.0 14.000 4.331 T.37 109 8.57 0.862 0.0 29.000 0.0467 1.353 Vel = 4.71 T.37 109 5.96 1.25 0.0 5.000 150 26.657 to 0.0 0.0 0.0 T.38 109 14.53 1.054 0.0 5.000 0.0466 0.233 Vel = 5.34 T.38 109 0.0 1.25 Utr 4.0 4.000 150 26.890 to Uel 11.0 15.000 0.0 T.39 109 14.53 1.054 0.0 19.000 0.0466 0.885 Vel= 5.34 T.39 109 11.49 1.25 T 2.44 7.000 150 27.775 to 0.0 2.440 0.0 S.1 109 26.02 1.054 0.0 9.440 0.1370 1.293 Vel= 9.57 S.1 109 0.0 1.25 E 1.22 8.000 150 29.068 to 0.0 1.220 21.063 * * Fixed Loss= 15 PRV 95 26.02 1.054 0.0 9.220 0.1370 1.263 Vel= 9.57 PRV 95 0.0 1.25 0.0 2.000 150 51.394 to 0.0 0.0 14.000 * * Fixed Loss= 14 SMTR 95 26.02 1.054 0.0 2.000 0.1365 0.273 Vel = 9.57 SMTR 95 0.0 1.25 E 1.22 50.000 150 65.667 to G 0.407 4.067 0.0 TEE 95 26.02 1.054 T 2.44 54.067 0.1369 7.404 Vel = 9.57 TEE 95 H5 5.00 1.25 T 2.44 50.000 150 73.071 to E 1.22 3.661 6.000 * * Fixed Loss=6 MTR 95 31.02 1.054 0.0 53.661 0.1895 10.171 Vel = 11.41 MTR 95 0.0 1 0.0 20.000 150 89.242 to 0.0 0.0 1.000 * * Fixed Loss = 1 CRB 95 31.02 0.995 0.0 20.000 0.2509 5.018 Vel = 12.80 CRB 95 0.0 1 0.0 10.000 150 95.260 to 0.0 0.0 1.000 * * Fixed Loss = 1 STR 95 31.02 0.995 0.0 10.000 0.2509 2.509 Vel = 12.80 0.0 STR 31.02 98.769 K Factor= 3.12 *New Path H.8 119 0.78 0.75 Utr 2.0 9.000 150 7.040 to 0.0 2.000 0.0 H.10 119 0.78 0.671 0.0 11.000 0.0018 0.020 Vel = 0.71 H.10 119 4.90 13.02 0.75 Utb 17.0 4.000 150 7.060 to 0.0 17.000 0.0 T.30 119 13.8 0.671 0.0 21.000 0.3818 8.017 Vel = 12.52 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 7 SOUTH RIVER TERRACE-Two Head Calculation (H.8& H.10) Date 9/29/2022 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 T.30 119 -7.26 0.75 Utr 2.0 16.000 150 15.077 to 0.0 2.000 0.0 H.11 119 6.54 0.671 0.0 18.000 0.0958 1.724 Vel= 5.93 H.11 119 0.0 0.75 Utr 2.0 6.000 150 16.801 to 0.0 2.000 0.0 H.9 119 6.54 0.671 0.0 8.000 0.0959 0.767 Vel = 5.93 H.9 119 0.0 0.75 Utr 2.0 14.000 150 17.568 to 0.0 2.000 0.0 T.27 119 6.54 0.671 0.0 16.000 0.0958 1.532 Vel = 5.93 T.27 119 0.0 0.75 Utr 2.0 2.000 150 19.100 to Utb 17.0 19.000 0.0 T.25 119 6.54 0.671 0.0 21.000 0.0958 2.012 Vel = 5.93 T.25 119 4.95 1 Utb 17.0 15.000 150 21.112 to 0.0 14.000 4.331 T.39 109 11.49 0.862 0.0 29.000 0.0804 2.332 Vel = 6.32 0.0 T.39 11.49 27.775 K Factor= 2.18 *New Path T.30 119 7.26 0.75 0.0 14.000 150 15.077 to 0.0 0.0 0.0 H.12 119 7.26 0.671 0.0 14.000 0.1164 1.630 Vel = 6.59 H.12 119 0.0 0.75 Utb 17.0 7.000 150 16.707 to Utr 2.0 19.000 0.0 T.29 119 7.26 0.671 0.0 26.000 0.1164 3.027 Vel = 6.59 T.29 119 -4.94 0.75 Utb 17.0 6.000 150 19.734 to 0.0 17.000 0.0 T.28 119 2.32 0.671 0.0 23.000 0.0140 0.323 Vel = 2.10 T.28 119 0.0 0.75 Utr 2.0 10.000 150 20.057 to 0.0 2.000 0.0 H.6 119 2.32 0.671 0.0 12.000 0.0140 0.168 Vel = 2.10 H.6 119 0.0 0.75 Utb 17.0 4.000 150 20.225 to Utr 2.0 19.000 0.0 T.24 119 2.32 0.671 0.0 23.000 0.0140 0.323 Vel = 2.10 T.24 119 -1.02 0.75 Utb 17.0 9.000 150 20.548 to 0.0 17.000 0.0 H.3 119 1.3 0.671 0.0 26.000 0.0048 0.126 Vel = 1.18 H.3 119 0.0 0.75 Utr 2.0 3.000 150 20.674 to 0.0 2.000 0.0 T.21 119 1.3 0.671 0.0 5.000 0.0048 0.024 Vel= 1.18 T.21 119 0.0 0.75 Utr 2.0 5.000 150 20.698 to 0.0 2.000 0.0 H.1 119 1.3 0.671 0.0 7.000 0.0049 0.034 Vel = 1.18 H.1 119 0.0 0.75 Utr 2.0 17.000 150 20.732 to 0.0 2.000 0.0 H.2 119 1.3 0.671 0.0 19.000 0.0048 0.091 Vel= 1.18 H.2 119 0.0 0.75 Utr 2.0 9.000 150 20.823 to 0.0 2.000 0.0 H.4 119 1.3 0.671 0.0 11.000 0.0048 0.053 Vel = 1.18 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 8 SOUTH RIVER TERRACE-Two Head Calculation (H.8& H.10) Date 9/29/2022 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.4 119 0.0 0.75 Utb 17.0 3.000 150 20.876 to 0.0 17.000 0.0 T.23 119 1.3 0.671 0.0 20.000 0.0048 0.097 Vel = 1.18 0.0 T.23 1.30 20.973 K Factor= 0.28 *New Path T.22 119 4.96 0.75 Uel 11.0 11.000 150 18.640 to 0.0 11.000 0.0 H.7 119 4.96 0.671 0.0 22.000 0.0575 1.265 Vel= 4.50 H.7 119 0.0 0.75 Utb 17.0 4.000 150 19.905 to 0.0 17.000 0.0 T.25 119 4.96 0.671 0.0 21.000 0.0575 1.207 Vel= 4.50 0.0 T.25 4.96 21.112 K Factor= 1.08 *New Path T.29 119 4.95 1 0.0 12.000 150 19.734 to 0.0 0.0 4.331 T.43 109 4.95 0.862 0.0 12.000 0.0169 0.203 Vel = 2.72 T.43 109 -1.69 0.75 Utr 2.0 3.000 150 24.268 to Utb 17.0 19.000 0.0 T.46 109 3.26 0.671 0.0 22.000 0.0265 0.582 Vel = 2.96 T.46 109 0.0 0.75 0.0 6.000 150 24.850 to 0.0 0.0 0.0 H.20 109 3.26 0.671 0.0 6.000 0.0265 0.159 Vel = 2.96 H.20 109 0.0 0.75 Utr 2.0 11.000 150 25.009 to 0.0 2.000 0.0 T.44 109 3.26 0.671 0.0 13.000 0.0265 0.344 Vel = 2.96 T.44 109 -0.71 0.75 Utr 2.0 2.000 150 25.353 to 0.0 2.000 0.0 T.42 109 2.55 0.671 0.0 4.000 0.0170 0.068 Vel = 2.31 T.42 109 0.71 0.75 Utr 2.0 6.000 150 25.421 to 0.0 2.000 0.0 T.40 109 3.26 0.671 0.0 8.000 0.0264 0.211 Vel = 2.96 T.40 109 0.0 0.75 Utr 2.0 18.000 150 25.632 to Utb 17.0 19.000 0.0 T.36 109 3.26 0.671 0.0 37.000 0.0265 0.980 Vel = 2.96 T.36 109 2.70 1.25 Utr 4.0 1.000 150 26.612 to 0.0 4.000 0.0 T.37 109 5.96 1.054 0.0 5.000 0.0090 0.045 Vel = 2.19 0.0 T.37 5.96 26.657 K Factor= 1.15 *New Path T.43 109 1.68 0.75 Utb 17.0 5.000 150 24.268 to 0.0 17.000 0.0 H.18 109 1.68 0.671 0.0 22.000 0.0078 0.171 Vel = 1.52 H.18 109 0.0 0.75 Utr 2.0 17.000 150 24.439 to 0.0 2.000 0.0 T.35 109 1.68 0.671 0.0 19.000 0.0078 0.149 Vel = 1.52 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams ' Uponor, Inc. Page 9 SOUTH RIVER TERRACE-Two Head Calculation (H.8 & H.10) Date 9/29/2022 Nodel 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.35 109 0.0 0.75 Utr 2.0 2.000 150 24.588 to 0.0 2.000 0.0 H.17 109 1.68 0.671 0.0 4.000 0.0078 0.031 Vet= 1.52 H.17 109 0.0 0.75 Utb 17.0 7.000 150 24.619 to Uel 11.0 28.000 0.0 T.34 109 1.68 0.671 0.0 35.000 0.0078 0.273 Vel = 1.52 T.34 109 1.02 0.75 Utb 17.0 15.000 150 24.892 to 0.0 17.000 0.0 H.13 109 2.7 0.671 0.0 32.000 0.0187 0.598 Vel= 2.45 H.13 109 0.0 0.75 Utr 2.0 6.000 150 25.490 to 0.0 2.000 0.0 T.32 109 2.7 0.671 0.0 8.000 0.0188 0.150 Vel = 2.45 T.32 109 0.0 0.75 Utr 2.0 4.000 150 25.640 to 0.0 2.000 0.0 H.14 109 2.7 0.671 0.0 6.000 0.0187 0.112 Vel = 2.45 H.14 109 0.0 0.75 Utr 2.0 11.000 150 25.752 to 0.0 2.000 0.0 H.15 109 2.7 0.671 0.0 13.000 0.0187 0.243 Vel = 2.45 H.15 109 0.0 0.75 Utr 2.0 6.000 150 25.995 to 0.0 2.000 0.0 T.33 109 2.7 0.671 0.0 8.000 0.0188 0.150 Vel= 2.45 T.33 109 0.0 0.75 Utr 2.0 4.000 150 26.145 to 0.0 2.000 0.0 H.16 109 2.7 0.671 0.0 6.000 0.0187 0.112 Vel = 2.45 H.16 109 0.0 0.75 Utb 17.0 2.000 150 26.257 to 0.0 17.000 0.0 T.36 109 2.7 0.671 0.0 19.000 0.0187 0.355 Vel = 2.45 0.0 T.36 2.70 26.612 K Factor= 0.52 *New Path T.24 119 1.02 1 0.0 14.000 150 20.548 to 0.0 0.0 4.331 T.34 109 1.02 0.862 0.0 14.000 0.0009 0.013 Vel= 0.56 0.0 T.34 1.02 24.892 K Factor= 0.20 *New Path T.44 109 0.71 0.75 Utb 17.0 3.000 150 25.353 to 0.0 17.000 0.0 H.19 109 0.71 0.671 0.0 20.000 0.0016 0.032 Vel = 0.64 H.19 109 0.0 0.75 Utb 17.0 4.000 150 25.385 to Utr 2.0 19.000 0.0 T.42 109 0.71 0.671 0.0 23.000 0.0016 0.036 Vel = 0.64 0.0 T.42 0.71 25.421 K Factor= 0.14 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087