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Specifications T ' IS a522^ Ot3' RECEIVED I hereby certify that this plan, specification, or report was prepared by me or under my 1612. !_ I CID lo J Lei ei OCT 1 2 2022 direct supervision and that I am NICET Certified. CITY OF TIGARD v���/ ,,, 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 F: CAP . Uponor, Inc. 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : SOUTH RIVER TERRACE-One Head Calculation (H.15) Drawing : RESIDENTIAL Location : 2 STORY TRIPLEX-UNIT 3 TIGARD OR Remote Area : 1 Contract : 43463F 003 Data File : 43463F 003 2 Story Triplex, Unit 3+ 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.15) 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 003 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 - 109 Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 155 N Calculation Gpm Required 17 Psi Required 79.42 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) - 103 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.15) Date 9/29/2022 City Water Supply: Demand: C1-Static Pressure : 108 D1 -Elevation : 6.063 C2-Residual Pressure: 103 D2-System Flow : 16.974 C2-Residual Flow : 300 D2-System Pressure : 79.422 Hose(Demand) :5 D3-System Demand :21.974 Safety Margin : 28.538 150 140 130 P 120 R 110 ® C1 _ C2 E 100 S90 - - D2 S 80 b u 70 D3 R 60 E 50 40 30 20 10 ¢.. 41 . 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 Fittings Used Summary Uponor,Inc. Page 3 SOUTH RIVER TERRACE-One Head Calculation(H.15) Date 9/29/2022 • Fitting Legend Abbrev. Name % % 1 1A VA 2 2i. 3 34 4 5 6 8 10 12 14 16 18 20 24 E NFPA 1390'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 81 G NFPA 13 Gate Valve I I 1 I I I 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA 1390'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 U1r' 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.15) Date 9/29/2022 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 108.0 103 300.0 107.96 21.97 79.422 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.15 109.0 4.9 12.0 16.97 H.16 109.0 14.09 T.35 109.0 21.11 T.39 109.0 21.26 T.41 109.0 21.62 T.42 109.0 21.74 S.1 109.0 22.95 PRV 95.0 44.59 UMTR 95.0 58.71 TEE 95.0 62.07 5.0 MTR 95.0 73.44 CRB 95.0 77.1 STR 95.0 79.42 T.30 109.0 12.5 H.17 109.0 15.23 T.33 109.0 15.85 T.31 109.0 19.57 H.13 109.0 19.83 H.14 109.0 20.01 H.19 109.0 20.21 T.40 109.0 20.53 H.18 109.0 20.77 T.38 109.0 20.84 T.37 109.0 20.87 T.36 109.0 20.91 T.21 119.0 15.49 T.22 119.0 16.08 H.2 119.0 16.24 T.23 119.0 16.52 H.6 119.0 16.66 H.8 119.0 16.7 T.27 119.0 16.81 H.11 119.0 16.84 H.12 119.0 16.9 T.28 119.0 17.01 H.1 119.0 15.81 H.5 119.0 15.93 H.7 119.0 16.01 T.26 119.0 16.2 H.9 119.0 16.57 H.10 119.0 16.73 H.20 109.0 20.85 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.15) Date 9/29/2022 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.24 119.0 16.56 H.3 119.0 16.58 T.25 119.0 16.81 H.4 119.0 16.81 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.15) 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 *Remote Head to Supply H.15 109 4.90 9.46 0.75 Utr 2.0 9.000 150 12.000 to 0.0 2.000 0.0 H.16 109 9.46 0.671 0.0 11.000 0.1898 2.088 Vel = 8.58 H.16 109 0.0 0.75 Utb 17.0 20.000 150 14.088 to 0.0 17.000 0.0 T.35 109 9.46 0.671 0.0 37.000 0.1898 7.022 Vel = 8.58 T.35 109 1.92 1.25 Utr 4.0 1.000 150 21.110 to 0.0 4.000 0.0 T.39 109 11.38 1.054 0.0 5.000 0.0298 0.149 Vel = 4.18 T.39 109 2.00 1.25 Utr 4.0 5.000 150 21.259 to 0.0 4.000 0.0 T.41 109 13.38 1.054 0.0 9.000 0.0400 0.360 Vel= 4.92 T.41 109 3.59 1.25 0.0 2.000 150 21.619 to 0.0 0.0 0.0 T.42 109 16.97 1.054 0.0 2.000 0.0620 0.124 Vel= 6.24 T.42 109 0.0 1.25 Uel 11.0 6.000 150 21.743 to T 2.44 13.440 0.0 S.1 109 16.97 1.054 0.0 19.440 0.0621 1.208 Vel = 6.24 S.1 109 0.0 1.25 E 1.22 8.000 150 22.951 to 0.0 1.220 21.063 * * Fixed Loss= 15 PRV 95 16.97 1.054 0.0 9.220 0.0621 0.573 Vel= 6.24 PRV 95 0.0 1.25 0.0 2.000 150 44.587 to 0.0 0.0 14.000 * * Fixed Loss= 14 UMTR 95 16.97 1.054 0.0 2.000 0.0620 0.124 Vel= 6.24 UMTR 95 0.0 1.25 E 1.22 50.000 150 58.711 to G 0.407 4.067 0.0 TEE 95 16.97 1.054 T 2.44 54.067 0.0621 3.359 Vel= 6.24 TEE 95 H5 5.00 1.25 T 2.44 50.000 150 62.070 to E 1.22 3.661 6.000 * * Fixed Loss=6 MTR 95 21.97 1.054 0.0 53.661 0.1001 5.374 Vel= 8.08 MTR 95 0.0 1 0.0 20.000 150 73.444 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 CRB 95 0.0 1 0.0 10.000 150 77.096 to 0.0 0.0 1.000 * * Fixed Loss= 1 STR 95 21.97 0.995 0.0 10.000 0.1326 1.326 Vel= 9.07 0.0 STR 21.97 79.422 K Factor= 2.47 *New Path H.15 109 7.52 0.75 Utr 2.0 2.000 150 12.000 to 0.0 2.000 0.0 T.30 109 7.52 0.671 0.0 4.000 0.1242 0.497 Vel= 6.82 T.30 109 0.0 0.75 Utr 2.0 20.000 150 12.497 to 0.0 2.000 0.0 H.17 109 7.52 0.671 0.0 22.000 0.1241 2.731 Vel= 6.82 H.17 109 0.0 0.75 0.0 5.000 150 15.228 to 0.0 0.0 0.0 T.33 109 7.52 0.671 0.0 5.000 0.1242 0.621 Vel= 6.82 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.15) 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.33 109 0.0 0.75 Utr 2.0 11.000 150 15.849 to Utb 17.0 19.000 0.0 T.31 109 7.52 0.671 0.0 30.000 0.1242 3.725 Vel = 6.82 T.31 109 -5.28 0.75 Utb 17.0 2.000 150 19.574 to 0.0 17.000 0.0 H.13 109 2.24 0.671 0.0 19.000 0.0133 0.252 Vel = 2.03 H.13 109 0.0 0.75 Utr 2.0 12.000 150 19.826 to 0.0 2.000 0.0 H.14 109 2.24 0.671 0.0 14.000 0.0133 0.186 Vel= 2.03 H.14 109 0.0 0.75 Utr 2.0 13.000 150 20.012 to 0.0 2.000 0.0 H.19 109 2.24 0.671 0.0 15.000 0.0133 0.199 Vel = 2.03 H.19 109 0.0 0.75 Utb 17.0 7.000 150 20.211 to 0.0 17.000 0.0 T.40 109 2.24 0.671 0.0 24.000 0.0132 0.318 Vel = 2.03 T.40 109 -0.31 0.75 Utb 17.0 7.000 150 20.529 to 0.0 17.000 0.0 H.18 109 1.93 0.671 0.0 24.000 0.0100 0.240 Vel= 1.75 H.18 109 0.0 0.75 Utr 2.0 5.000 150 20.769 to 0.0 2.000 0.0 T.38 109 1.93 0.671 0.0 7.000 0.0100 0.070 Vel = 1.75 T.38 109 -0.43 0.75 Utr 2.0 3.000 150 20.839 to 0.0 2.000 0.0 T.37 109 1.5 0.671 0.0 5.000 0.0062 0.031 Vel= 1.36 T.37 109 0.43 0.75 Utr 2.0 2.000 150 20.870 to 0.0 2.000 0.0 T.36 109 1.93 0.671 0.0 4.000 0.0100 0.040 Vel = 1.75 T.36 109 0.0 0.75 Utr 2.0 1.000 150 20.910 to Utb 17.0 19.000 0.0 T.35 109 1.93 0.671 0.0 20.000 0.0100 0.200 Vel = 1.75 0.0 T.35 1.93 21.110 K Factor= 0.42 *New Path T.31 109 5.27 1 0.0 13.000 150 19.574 to 0.0 0.0 -4.331 T.21 119 5.27 0.862 0.0 13.000 0.0191 0.248 Vel = 2.90 T.21 119 -1.92 0.75 Utr 2.0 2.000 150 15.491 to Utb 17.0 19.000 0.0 T.22 119 3.35 0.671 0.0 21.000 0.0278 0.584 Vel = 3.04 T.22 119 0.0 0.75 Utr 2.0 4.000 150 16.075 to 0.0 2.000 0.0 H.2 119 3.35 0.671 0.0 6.000 0.0278 0.167 Vel= 3.04 H.2 119 0.0 0.75 Utr 2.0 8.000 150 16.242 to 0.0 2.000 0.0 T.23 119 3.35 0.671 0.0 10.000 0.0279 0.279 Vel = 3.04 T.23 119 -2.08 0.75 Utb 17.0 12.000 150 16.521 to Utr 2.0 19.000 0.0 H.6 119 1.27 0.671 0.0 31.000 0.0046 0.144 Vel = 1.15 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.15) Date 9/29/2022 Nadel Elevl K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf H.6 119 0.0 0.75 Utr 2.0 6.000 150 16.665 to 0.0 2.000 0.0 H.8 119 1.27 0.671 0.0 8.000 0.0046 0.037 Vel = 1.15 H.8 119 0.0 0.75 Utb 17.0 6.000 150 16.702 to 0.0 17.000 0.0 T.27 119 1.27 0.671 0.0 23.000 0.0047 0.107 Vel = 1.15 T.27 119 0.08 0.75 Utr 2.0 3.000 150 16.809 to 0.0 2.000 0.0 H.11 119 1.35 0.671 0.0 5.000 0.0052 0.026 Vel = 1.22 H.11 119 0.0 0.75 Utr 2.0 10.000 150 16.835 to 0.0 2.000 0.0 H.12 119 1.35 0.671 0.0 12.000 0.0052 0.063 Vel = 1.22 H.12 119 0.0 0.75 Utb 17.0 4.000 150 16.898 to 0.0 17.000 0.0 T.28 119 1.35 0.671 0.0 21.000 0.0052 0.109 Vel = 1.22 _ T.28 119 2.25 1 Utb 17.0 16.000 150 17.007 to 0.0 14.000 4.331 T.41 109 3.6 0.862 0.0 30.000 0.0094 0.281 Vel= 1.98 0.0 T.41 3.60 21.619 K Factor= 0.77 *New Path T.21 119 1.92 0.75 Utb 17.0 13.000 150 15.491 to Utr 2.0 19.000 0.0 H.1 119 1.92 0.671 0.0 32.000 0.0100 0.319 Vel = 1.74 H.1 119 0.0 0.75 Utr 2.0 10.000 150 15.810 to 0.0 2.000 0.0 H.5 119 1.92 0.671 0.0 12.000 0.0100 0.120 Vel= 1.74 H.5 119 0.0 0.75 Utr 2.0 6.000 150 15.930 to 0.0 2.000 0.0 H.7 119 1.92 0.671 0.0 8.000 0.0100 0.080 Vel = 1.74 H.7 119 0.0 0.75 Utb 17.0 2.000 150 16.010 to 0.0 17.000 0.0 T.26 119 1.92 0.671 0.0 19.000 0.0099 0.189 Vel = 1.74 T.26 119 0.32 0.75 Utb 17.0 9.000 150 16.199 to Utr 2.0 19.000 0.0 H.9 119 2.24 0.671 0.0 28.000 0.0132 0.371 Vel= 2.03 H.9 119 0.0 0.75 Utr 2.0 10.000 150 16.570 to 0.0 2.000 0.0 H.10 119 2.24 0.671 0.0 12.000 0.0132 0.159 Vel = 2.03 H.10 119 0.0 0.75 Utb 17.0 4.000 150 16.729 to 0.0 17.000 0.0 T.28 119 2.24 0.671 0.0 21.000 0.0132 0.278 Vel = 2.03 0.0 T.28 2.24 17.007 K Factor= 0.54 *New Path T.40 109 0.32 1 0.0 12.000 150 20.529 to 0.0 0.0 -4.331 T.26 119 0.32 0.862 0.0 12.000 0.0001 0.001 Vel = 0.18 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.15) 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.26 0.32 16.199 K Factor= 0.08 *New Path T.38 109 0.43 0.75 Utb 17.0 7.000 150 20.839 to 0.0 17.000 0.0 H.20 109 0.43 0.671 0.0 24.000 0.0006 0.015 Vel= 0.39 H.20 109 0.0 0.75 Utb 17.0 7.000 150 20.854 to Utr 2.0 19.000 0.0 T.37 109 0.43 0.671 0.0 26.000 0.0006 0.016 Vel = 0.39 0.0 T.37 0.43 20.870 K Factor= 0.09 *New Path T.23 119 2.08 0.75 Utr 2.0 1.000 150 16.521 to 0.0 2.000 0.0 T.24 119 2.08 0.671 0.0 3.000 0.0113 0.034 Vel = 1.89 T.24 119 0.0 0.75 0.0 2.000 150 16.555 to 0.0 0.0 0.0 H.3 119 2.08 0.671 0.0 2.000 0.0115 0.023 Vel = 1.89 H.3 119 0.0 0.75 Utb 17.0 1.000 150 16.578 to Utr 2.0 19.000 0.0 T.25 119 2.08 0.671 0.0 20.000 0.0115 0.230 Vel = 1.89 T.25 119 -0.08 1 Utb 17.0 24.000 150 16.808 to 0.0 14.000 4.331 T.39 109 2.0 0.862 0.0 38.000 0.0032 0.120 Vel= 1.10 0.0 T.39 2.00 21.259 K Factor= 0.43 *New Path T.25 119 0.08 0.75 Utb 17.0 8.000 150 16.808 to Utr 2.0 19.000 0.0 H.4 119 0.08 0.671 0.0 27.000 0 0.001 Vel = 0.07 H.4 119 0.0 0.75 Utr 2.0 14.000 150 16.809 to 0.0 2.000 0.0 T.27 119 0.08 0.671 0.0 16.000 0 0.0 Vel = 0.07 0.0 T.27 0.08 16.809 K Factor= 0.02 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 RECEIVEDI hereby certify that this plan, specification, or report was prepared by me or under my OCT 1 2 2022 direct supervision and that I am NICET Certified. CITY OFTIGARD I �1 0/t!/ BUILDINGG DIVISION Tim W McDonald Date: 09/30/2022 NICET Certification No. 150393 Water-Based Systems Layout - Level III Certification Expires: June 1, 2025 Up01101 AquaSAFETM Fire Safety System 'JT r COP Uponor, Inc. 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : SOUTH RIVER TERRACE- Two Head Calculation (H.1 & H.5) Drawing : RESIDENTIAL Location : 2 STORY TRIPLEX- UNIT 3 TIGARD OR Remote Area : 1 Contract : 43463F 003 Data File : 43463F 003 2 Story Triplex, Unit 3 + 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.1 & H.5) 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 003 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 26.0128 Psi Required 101.37 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) - 103 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.1 &H.5) Date 9/29/2022 City Water Supply: Demand: C1 -Static Pressure : 108 D1 -Elevation : 10.394 C2-Residual Pressure: 103 D2-System Flow :26.013 C2-Residual Flow : 300 D2-System Pressure : 101.372 Hose(Demand) :5 D3-System Demand :31.013 Safety Margin : 6.553 150 140 130 p 120 R 110 - _ C2 E 100 9 S 90 D s 80 U 70 R 60 E 50 40 30 20 10 Q 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 Fittings Used Summary Uponor,Inc. Page 3 SOUTH RIVER TERRACE-Two Head Calculation(H.1 &H.5) Date 9/29/2022 Fitting Legend Abbrev. Name 'A V. 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 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, Inc. Page 4 SOUTH RIVER TERRACE-Two Head Calculation (H.1 & H.5) Date 9/29/2022 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 108.0 103 300.0 107.925 31.01 101.372 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.1 119.0 4.9 7.04 13.0 T.21 119.0 17.16 T.22 119.0 19.71 H.2 119.0 20.44 T.23 119.0 21.65 H.6 119.0 22.23 H.8 119.0 22.38 T.27 119.0 22.81 H.4 119.0 22.87 T.25 119.0 22.96 T.39 109.0 28.15 T.41 109.0 28.75 T.42 109.0 29.02 S.1 109.0 31.68 PRV 95.0 54.01 UMTR 95.0 68.28 TEE 95.0 75.68 5.0 MTR 95.0 91.85 CRB 95.0 97.86 STR 95.0 101.37 H.5 119.0 4.9 7.05 13.01 H.7 119.0 10.01 T.26 119.0 17.02 H.9 119.0 19.81 H.10 119.0 21.0 T.28 119.0 23.1 T.40 109.0 21.72 H.18 109.0 24.31 T.38 109.0 25.06 T.37 109.0 25.4 T.36 109.0 25.83 T.35 109.0 27.98 T.31 109.0 21.72 T.33 109.0 23.45 H.17 109.0 23.73 T.30 109.0 25.0 H.15 109.0 25.23 H.16 109.0 25.86 H.13 109.0 21.72 H.14 109.0 21.72 H.19 109.0 21.72 H.20 109.0 25.22 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.1 & H.5) Date 9/29/2022 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.24 119.0 21.81 H.3 119.0 21.91 H.11 119.0 22.85 H.12 119.0 22.94 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 6 SOUTH RIVER TERRACE-Two Head Calculation (H.1 & H.5) 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.1 119 4.90 12.46 0.75 Utb 17.0 13.000 150 7.040 to Utr 2.0 19.000 0.0 T.21 119 12.46 0.671 0.0 32.000 0.3163 10.123 Vel = 11.30 T.21 119 -5.04 0.75 Utr 2.0 2.000 150 17.163 to Utb 17.0 19.000 0.0 T.22 119 7.42 0.671 0.0 21.000 0.1212 2.546 Vel = 6.73 T.22 119 0.0 0.75 Utr 2.0 4.000 150 19.709 to 0.0 2.000 0.0 H.2 119 7.42 0.671 0.0 6.000 0.1213 0.728 Vel = 6.73 H.2 119 0.0 0.75 Utr 2.0 8.000 150 20.437 to 0.0 2.000 0.0 T.23 119 7.42 0.671 0.0 10.000 0.1212 1.212 Vel = 6.73 T.23 119 -4.71 0.75 Utb 17.0 12.000 150 21.649 to Utr 2.0 19.000 0.0 H.6 119 2.71 0.671 0.0 31.000 0.0188 0.582 Vel= 2.46 H.6 119 0.0 0.75 Utr 2.0 6.000 150 22.231 to 0.0 2.000 0.0 H.8 119 2.71 0.671 0.0 8.000 0.0188 0.150 Vel = 2.46 H.8 119 0.0 0.75 Utb 17.0 6.000 150 22.381 to 0.0 17.000 0.0 T.27 119 2.71 0.671 0.0 23.000 0.0188 0.432 Vel= 2.46 T.27 119 -1.64 0.75 Utr 2.0 14.000 150 22.813 to 0.0 2.000 0.0 H.4 119 1.07 0.671 0.0 16.000 0.0034 0.054 Vel = 0.97 H.4 119 0.0 0.75 Utb 17.0 8.000 150 22.867 to Utr 2.0 19.000 0.0 T.25 119 1.07 0.671 0.0 27.000 0.0034 0.091 Vel= 0.97 T.25 119 4.71 1 Utb 17.0 24.000 150 22.958 to 0.0 14.000 4.331 T.39 109 5.78 0.862 0.0 38.000 0.0226 0.857 Vel= 3.18 T.39 109 11.92 1.25 Utr 4.0 5.000 150 28.146 to 0.0 4.000 0.0 T.41 109 17.7 1.054 0.0 9.000 0.0671 0.604 Vel= 6.51 T.41 109 8.31 1.25 0.0 2.000 150 28.750 to 0.0 0.0 0.0 T.42 109 26.01 1.054 0.0 2.000 0.1370 0.274 Vel= 9.56 T.42 109 0.0 1.25 Uel 11.0 6.000 150 29.024 to T 2.44 13.440 0.0 S.1 109 26.01 1.054 0.0 19.440 0.1368 2.660 Vel = 9.56 S.1 109 0.0 1.25 E 1.22 8.000 150 31.684 to 0.0 1.220 21.063 ** Fixed Loss = 15 PRV 95 26.01 1.054 0.0 9.220 0.1370 1.263 Vel = 9.56 PRV 95 0.0 1.25 0.0 2.000 150 54.010 to 0.0 0.0 14.000 ** Fixed Loss = 14 UMTR 95 26.01 1.054 0.0 2.000 0.1365 0.273 Vel = 9.56 UMTR 95 0.0 1.25 E 1.22 50.000 150 68.283 to G 0.407 4.067 0.0 TEE 95 26.01 1.054 T 2.44 54.067 0.1368 7.399 Vel = 9.56 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.1 &H.5) 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 TEE 95 H5 5.00 1.25 T 2.44 50.000 150 75.682 to E 1.22 3.661 6.000 ** Fixed Loss=6 MTR 95 31.01 1.054 0.0 53.661 0.1894 10.166 Vel = 11.40 MTR 95 0.0 1 0.0 20.000 150 91.848 to 0.0 0.0 1.000 ** Fixed Loss= 1 CRB 95 31.01 0.995 0.0 20.000 0.2508 5.016 Vel = 12.80 CRB 95 0.0 1 0.0 10.000 150 97.864 to 0.0 0.0 1.000 ** Fixed Loss= 1 STR 95 31.01 0.995 0.0 10.000 0.2508 2.508 Vel= 12.80 0.0 STR 31.01 101.372 K Factor= 3.08 *New Path H.1 119 0.54 0.75 Utr 2.0 10.000 150 7.040 to 0.0 2.000 0.0 H.5 119 0.54 0.671 0.0 12.000 0.0009 0.011 Vel= 0.49 H.5 119 4.90 13.01 0.75 Utr 2.0 6.000 150 7.051 to 0.0 2.000 0.0 H.7 119 13.55 0.671 0.0 8.000 0.3692 2.954 Vel= 12.29 H.7 119 0.0 0.75 Utb 17.0 2.000 150 10.005 to 0.0 17.000 0.0 T.26 119 13.55 0.671 0.0 19.000 0.3692 7.015 Vel = 12.29 T.26 119 -6.88 0.75 Utb 17.0 9.000 150 17.020 to Utr 2.0 19.000 0.0 H.9 119 6.67 0.671 0.0 28.000 0.0996 2.788 Vel= 6.05 H.9 119 0.0 0.75 Utr 2.0 10.000 150 19.808 to 0.0 2.000 0.0 H.10 119 6.67 0.671 0.0 12.000 0.0997 1.196 Vel = 6.05 H.10 119 0.0 0.75 Utb 17.0 4.000 150 21.004 to 0.0 17.000 0.0 T.28 119 6.67 0.671 0.0 21.000 0.0996 2.091 Vel = 6.05 T.28 119 1.64 1 Utb 17.0 16.000 150 23.095 to 0.0 14.000 4.331 T.41 109 8.31 0.862 0.0 30.000 0.0441 1.324 Vel = 4.57 0.0 T.41 8.31 28.750 K Factor= 1.55 *New Path T.26 119 6.88 1 0.0 12.000 150 17.020 to 0.0 0.0 4.331 T.40 109 6.88 0.862 0.0 12.000 0.0311 0.373 Vel= 3.78 T.40 109 0.08 0.75 Utb 17.0 7.000 150 21.724 to 0.0 17.000 0.0 H.18 109 6.96 0.671 0.0 24.000 0.1077 2.585 Vel = 6.31 H.18 109 0.0 0.75 Utr 2.0 5.000 150 24.309 to 0.0 2.000 0.0 T.38 109 6.96 0.671 0.0 7.000 0.1077 0.754 Vel = 6.31 T.38 109 -1.56 0.75 Utr 2.0 3.000 150 25.063 to 0.0 2.000 0.0 T.37 109 5.4 0.671 0.0 5.000 0.0674 0.337 Vel = 4.90 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.1 &H.5) 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 T.37 109 1.56 0.75 Utr 2.0 2.000 150 25.400 to 0.0 2.000 0.0 T.36 109 6.96 0.671 0.0 4.000 0.1078 0.431 Vel = 6.31 T.36 109 0.0 0.75 Utr 2.0 1.000 150 25.831 to Utb 17.0 19.000 0.0 T.35 109 6.96 0.671 0.0 20.000 0.1077 2.154 Vel = 6.31 T.35 109 4.96 1.25 Utr 4.0 1.000 150 27.985 to 0.0 4.000 0.0 T.39 109 11.92 1.054 0.0 5.000 0.0322 0.161 Vel = 4.38 0.0 T.39 11.92 28.146 K Factor= 2.25 *New Path T.21 119 5.04 1 0.0 13.000 150 17.163 to 0.0 0.0 4.331 T.31 109 5.04 0.862 0.0 13.000 0.0175 0.228 Vel= 2.77 T.31 109 -0.08 0.75 Utr 2.0 11.000 150 21.722 to Utb 17.0 19.000 0.0 T.33 109 4.96 0.671 0.0 30.000 0.0575 1.724 Vel = 4.50 T.33 109 0.0 0.75 0.0 5.000 150 23.446 to 0.0 0.0 0.0 H.17 109 4.96 0.671 0.0 5.000 0.0574 0.287 Vel = 4.50 H.17 109 0.0 0.75 Utr 2.0 20.000 150 23.733 to 0.0 2.000 0.0 T.30 109 4.96 0.671 0.0 22.000 0.0575 1.264 Vel = 4.50 T.30 109 0.0 0.75 Utr 2.0 2.000 150 24.997 to 0.0 2.000 0.0 H.15 109 4.96 0.671 0.0 4.000 0.0575 0.230 Vel = 4.50 H.15 109 0.0 0.75 Utr 2.0 9.000 150 25.227 to 0.0 2.000 0.0 H.16 109 4.96 0.671 0.0 11.000 0.0575 0.632 Vel = 4.50 H.16 109 0.0 0.75 Utb 17.0 20.000 150 25.859 to 0.0 17.000 0.0 T.35 109 4.96 0.671 0.0 37.000 0.0575 2.126 Vel = 4.50 0.0 T.35 4.96 27.985 K Factor= 0.94 *New Path T.31 109 0.08 0.75 Utb 17.0 2.000 150 21.722 to 0.0 17.000 0.0 H.13 109 0.08 0.671 0.0 19.000 0 0.0 Vel = 0.07 H.13 109 0.0 0.75 Utr 2.0 12.000 150 21.722 to 0.0 2.000 0.0 H.14 109 0.08 0.671 0.0 14.000 0.0001 0.001 Vel= 0.07 H.14 109 0.0 0.75 Utr 2.0 13.000 150 21.723 to 0.0 2.000 0.0 H.19 109 0.08 0.671 0.0 15.000 0 0.0 Vel= 0.07 H.19 109 0.0 0.75 Utb 17.0 7.000 150 21.723 to 0.0 17.000 0.0 T.40 109 0.08 0.671 0.0 24.000 0 0.001 Vel= 0.07 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.1 & H.5) 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 0.0 T.40 0.08 21.724 K Factor= 0.02 *New Path T.38 109 1.56 0.75 Utb 17.0 7.000 150 25.063 to 0.0 17.000 0.0 H.20 109 1.56 0.671 0.0 24.000 0.0068 0.162 Vel = 1.42 H.20 109 0.0 0.75 Utb 17.0 7.000 150 25.225 to Utr 2.0 19.000 0.0 T.37 109 1.56 0.671 0.0 26.000 0.0067 0.175 Vel= 1.42 0.0 T.37 1.56 25.400 K Factor= 0.31 *New Path T.23 119 4.71 0.75 Utr 2.0 1.000 150 21.649 to 0.0 2.000 0.0 T.24 119 4.71 0.671 0.0 3.000 0.0523 0.157 Vel = 4.27 T.24 119 0.0 0.75 0.0 2.000 150 21.806 to 0.0 0.0 0.0 H.3 119 4.71 0.671 0.0 2.000 0.0525 0.105 Vel = 4.27 H.3 119 0.0 0.75 Utb 17.0 1.000 150 21.911 to Utr 2.0 19.000 0.0 T.25 119 4.71 0.671 0.0 20.000 0.0523 1.047 Vel = 4.27 0.0 T.25 4.71 22.958 K Factor= 0.98 *New Path T.27 119 1.64 0.75 Utr 2.0 3.000 150 22.813 to 0.0 2.000 0.0 H.11 119 1.64 0.671 0.0 5.000 0.0074 0.037 Vel= 1.49 H.11 119 0.0 0.75 Utr 2.0 10.000 150 22.850 to 0.0 2.000 0.0 H.12 119 1.64 0.671 0.0 12.000 0.0074 0.089 Vel = 1.49 H.12 119 0.0 0.75 Utb 17.0 4.000 150 22.939 to 0.0 17.000 0.0 T.28 119 1.64 0.671 0.0 21.000 0.0074 0.156 Vel = 1.49 0.0 T.28 1.64 23.095 K Factor= 0.34 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087