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Specifications
FOR OFFICE USE ONLY-SITE ADDRESS: I oVj1 SW Ulm Odib Lin. • This form is recognized by most building departments in the Tri-County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. City of IIITigard • COMMUNITY DEVELOPMENT DEPARTMENT Transmittal Letter HOARD 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 •www.tigard-or.gov TO: Julie Drinkwater DATEAM ED DEPT: BUILDING DIVISION d� .� MAR 15 2023 FROM: Mark Baleme CITY OF iIGARG COMPANY: Wolcott Plumbing 3UWW,DING QtVISION PHONE: 503-667-1781 X 3001 BY-fa EMAIL: mbaleme@wolcott.pro RE: 16807 SW Colorado LN MST2022-00321 (Site Address) (Permit Number) South River Terrace/Bld 2/Unit 3 (Project name or subdivision name and lot number) ATTACHED ARE THE FOLLOWING ITEMS: Copies: Description: Copies: Description: Additional set(s) of plans. 2 Revisions: Sprinkler drawings and calcs Cross section(s)and details. Wall bracing and/or lateral analysis. Floor/roof framing. Basement and retaining walls. Beam calculations. Engineer's calculations. Other(explain): REMARKS: Revised sprinkler drawings and calcs for new furnace room location FOR OFFICE USE ONLY Routed to Permit Technician: Date: '-/ i Y-,9-3 Initials: A c' Fees Due: ❑ Yes ❑No Fee Description: Amount Due: e A.h. 54 y alai.hollf , sew / $ /11 4.3 $ $ • $ Special Instructions: Reprint Permit(per PE): ❑ Yes ❑No ❑ Done Applicant Notified: 1 Date:4 11,S I ZQ 1i1 • F.M A 1,1.0 IHI:I R.fG• Initials: WO Water Supply Curve Uponor, Inc. Page 2 SOUTH RIVER TERRACE-Two Head Calculation (H.1 & H.5) Date 3/10/2023 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 r 130 p 120 R 110 C1 C2 -o E 100 S 90 D. S 80 U70 • R60 E 50 40 30 20 10 q 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, Inc. Page 3 SOUTH RIVER TERRACE-Two Head Calculation (H.1 & H.5) Date 3/10/2023 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 G NFPA 13 Gate Valve I 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 • Final Calculations : Hazen-Williams Uponor, Inc. Page 6 SOUTH RIVER TERRACE-Two Head Calculation (H.1 &H.5) Date 3/10/2023 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.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 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 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 2.000 0.0 H.2 119 7.42 0.671 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 2.000 0.0 T.23 119 7.42 0.671 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 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 2.000 0.0 H.8 119 2.71 0.671 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 17.000 0.0 T.27 119 2.71 0.671 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 2.000 0.0 H.4 119 1.07 0.671 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 27.000 0.0034 0.091 Vel = 0.97 T.25 119 4.71 1 Utb 17.0 24.000 150 22.958 to 14.000 4.331 T.39 109 5.78 0.862 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 4.000 0.0 T.41 109 17.7 1.054 9.000 0.0671 0.604 Vel = 6.51 T.41 109 8.31 1.25 2.000 150 28.750 to 0.0 T.42 109 26.01 1.054 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 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 1.220 21.063 ** Fixed Loss= 15 PRV 95 26.01 1.054 9.220 0.1370 1.263 Vel= 9.56 PRV 95 0.0 1.25 2.000 150 54.010 to 14.000 * *Fixed Loss= 14 UMTR 95 26.01 1.054 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 3/10/2023 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 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 53.661 0.1894 10.166 Vel = 11.40 MTR 95 0.0 1 20.000 150 91.848 to 1.000 ** Fixed Loss = 1 CRB 95 31.01 0.995 20.000 0.2508 5.016 Vel = 12.80 CRB 95 0.0 1 10.000 150 97.864 to 1.000 ** Fixed Loss = 1 STR 95 31.01 0.995 10.000 0.2508 2.508 Vel= 12.80 0.0 STR 31.01 101.372 K Factor= 3.08 H.1 119 0.54 0.75 Utr 2.0 10.000 150 7.040 to 2.000 0.0 H.5 119 0.54 0.671 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 2.000 0.0 H.7 119 13.55 0.671 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 17.000 0.0 T.26 119 13.55 0.671 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 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 2.000 0.0 H.10 119 6.67 0.671 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 17.000 0.0 T.28 119 6.67 0.671 21.000 0.0996 2.091 Vel = 6.05 T.28 119 1.64 1 Utb 17.0 16.000 150 23.095 to 14.000 4.331 T.41 109 8.31 0.862 30.000 0.0441 1.324 Vel = 4.57 0.0 T.41 8.31 28.750 K Factor= 1.55 T.26 119 6.88 1 12.000 150 17.020 to 4.331 T.40 109 6.88 0.862 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 17.000 0.0 H.18 109 6.96 0.671 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 2.000 0.0 T.38 109 6.96 0.671 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 2.000 0.0 T.37 109 5.4 0.671 5.000 0.0674 0.337 Vel = 4.90 T.37 109 1.56 0.75 Utr 2.0 2.000 150 25.400 to 2.000 0.0 T.36 109 6.96 0.671 4.000 0.1078 0.431 Vel= 6.31 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 3/10/2023 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.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 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 4.000 0.0 T.39 109 11.92 1.054 5.000 0.0322 0.161 Vel= 4.38 0.0 T.39 11.92 28.146 K Factor= 2.25 T.21 119 5.04 1 13.000 150 17.163 to 4.331 T.31 109 5.04 0.862 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 30.000 0.0575 1.724 Vel = 4.50 T.33 109 0.0 0.75 5.000 150 23.446 to 0.0 H.17 109 4.96 0.671 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 2.000 0.0 T.30 109 4.96 0.671 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 2.000 0.0 H.15 109 4.96 0.671 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 2.000 0.0 H.16 109 4.96 0.671 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 17.000 0.0 T.35 109 4.96 0.671 37.000 0.0575 2.126 Vel = 4.50 0.0 T.35 4.96 27.985 K Factor= 0.94 T.31 109 0.08 0.75 Utb 17.0 2.000 150 21.722 to 17.000 0.0 H.13 109 0.08 0.671 19.000 0 0.0 Vel = 0.07 H.13 109 0.0 0.75 Utr 2.0 12.000 150 21.722 to 2.000 0.0 H.14 109 0.08 0.671 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 2.000 0.0 H.19 109 0.08 0.671 15.000 0 0.0 Vel = 0.07 H.19 109 0.0 0.75 Utb 17.0 7.000 150 21.723 to 17.000 0.0 T.40 109 0.08 0.671 24.000 0 0.001 Vel = 0.07 0.0 T.40 0.08 21.724 K Factor= 0.02 T.38 109 1.56 0.75 Utb 17.0 7.000 150 25.063 to 17.000 0.0 H.20 109 1.56 0.671 24.000 0.0068 0.162 Vel = 1.42 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 3/10/2023 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.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 26.000 0.0067 0.175 Vel = 1.42 0.0 T.37 1.56 25.400 K Factor= 0.31 T.23 119 4.71 0.75 Utr 2.0 1.000 150 21.649 to 2.000 0.0 T.24 119 4.71 0.671 3.000 0.0523 0.157 Vel= 4.27 T.24 119 0.0 0.75 2.000 150 21.806 to 0.0 H.3 119 4.71 0.671 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 20.000 0.0523 1.047 Vel= 4.27 0.0 T.25 4.71 22.958 K Factor= 0.98 T.27 119 1.64 0.75 Utr 2.0 3.000 150 22.813 to 2.000 0.0 H.11 119 1.64 0.671 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 2.000 0.0 H.12 119 1.64 0.671 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 17.000 0.0 T.28 119 1.64 0.671 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 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am NICET Certifie . Brent Kotula Date: 2023 NICET Certification No. 113889 Water-Based Systems Layout - Level IV Certification Expires: June 1, 2023 uponor AquaSAFETM Fire Safety System ® c AP\' 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 R1 Data File : 43463F 003 R1 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 3/10/2023 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 R1 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 162 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 Uponor, Inc. Page 2 SOUTH RIVER TERRACE - One Head Calculation (H.15) Date 3/10/2023 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 11° o C1 C2 E100 S 90 - D2 S 80 U 70 DJ R 60 E 50 40 30 20 10 9?. F . 50 100 150 20D 250 300 350 400 450 FLOW( NA1.85) 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 3/10/2023 Fitting Legend Abbrev. Name % % 1 1% 1% 2 2V 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 Final Calculations : Hazen-Williams Uponor, Inc. Page 6 SOUTH RIVER TERRACE-One Head Calculation (H.15) Date 3/10/2023 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 H.15 109 4.90 9.46 0.75 Utr 2.0 9.000 150 12.000 to 2.000 0.0 H.16 109 9.46 0.671 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 17.000 0.0 T.35 109 9.46 0.671 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 4.000 0.0 T.39 109 11.38 1.054 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 4.000 0.0 T.41 109 13.38 1.054 9.000 0.0400 0.360 Vel= 4.92 T.41 109 3.59 1.25 2.000 150 21.619 to 0.0 T.42 109 16.97 1.054 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 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 1.220 21.063 ** Fixed Loss = 15 PRV 95 16.97 1.054 9.220 0.0621 0.573 Vel = 6.24 PRV 95 0.0 1.25 2.000 150 44.587 to 14.000 ** Fixed Loss = 14 UMTR 95 16.97 1.054 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 53.661 0.1001 5.374 Vel = 8.08 MTR 95 0.0 1 20.000 150 73.444 to 1.000 ** Fixed Loss = 1 CRB 95 21.97 0.995 20.000 0.1326 2.652 Vel = 9.07 CRB 95 0.0 1 10.000 150 77.096 to 1.000 ** Fixed Loss = 1 STR 95 21.97 0.995 10.000 0.1326 1.326 Vel = 9.07 0.0 STR 21.97 79.422 K Factor= 2.47 H.15 109 7.52 0.75 Utr 2.0 2.000 150 12.000 to 2.000 0.0 T.30 109 7.52 0.671 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 2.000 0.0 H.17 109 7.52 0.671 22.000 0.1241 2.731 Vel= 6.82 H.17 109 0.0 0.75 5.000 150 15.228 to 0.0 T.33 109 7.52 0.671 5.000 0.1242 0.621 Vel= 6.82 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 30.000 0.1242 3.725 Vel = 6.82 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 3/10/2023 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 0.0 T.37 0.43 20.870 K Factor= 0.09 T.23 119 2.08 0.75 Utr 2.0 1.000 150 16.521 to 2.000 0.0 T.24 119 2.08 0.671 3.000 0.0113 0.034 Vel= 1.89 T.24 119 0.0 0.75 2.000 150 16.555 to 0.0 H.3 119 2.08 0.671 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 20.000 0.0115 0.230 Vel= 1.89 T.25 119 -0.08 1 Utb 17.0 24.000 150 16.808 to 14.000 4.331 T.39 109 2.0 0.862 38.000 0.0032 0.120 Vel= 1.10 0.0 T.39 2.00 21.259 K Factor= 0.43 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 27.000 0 0.001 Vel = 0.07 H.4 119 0.0 0.75 Utr 2.0 14.000 150 16.809 to 2.000 0.0 T.27 119 0.08 0.671 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