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Specifications (3)
FOR OFFICE USE ONLY—SITE ADDRESS: \leg1.Q Wi C(Atitfah 1 IA, • 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 Tigard • COMMUNITY DEVELOPMENT DEPARTMENT :III ■ " Transmittal Letter T I G A R D 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718,2439 •www.tigard-or.gov TO: Julie Drinkwater DATE pfEtLel Y ED DEPT: BUILDING DIVISION MAR 15 2023 FROM: Mark Baleme CITY OF TICRRD COMPANY: Wolcott Plumbing 3UILDils4 SI 1 PHONE: 503-667-1781 X 3001 By EMAIL: mbaleme@wolcott.pro RE: 16829 SW Colorado LN MST2022-00341 (Site Address) (Permit Number) South River Terrace I Bld 3/Unit 1 (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 talcs 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 talcs for new furnace room location FOR OFFICE USE ONLY Routed to Permit Technician: Date: y/-i--/- y 3 Initials: Ac.CT, Fees Due: ❑ Yes ❑No Fee Description: y� Amount Due: , SWic ii.. Nffrimi►.11�GJSeL / #/_7 $ 90.15 $ $ Special Instructions: Reprint Permit(per Pp: ❑ Yes ❑No ❑ Done Applicant Notified: 4 Date: A 11S l'),.o112k F,MKkA Mt Initials: 14 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: 023 NICET Certification No. 113889 Water-Based Systems Layout - Level IV Certification Expires: June 1, 2023 uponor AquaSAFETM Fire Safety System OFFICE COS Uponor, Inc. 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : SOUTH RIVER TERRACE-Two Head Calculation (H.8 &H.11) Drawing : RESIDENTIAL Location : 2 STORY TRIPLEX- UNIT 1 TIGARD OR Remote Area : 1 Contract : 43463F 001 R1 Data File : 43463F 001 R1 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.11) 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 001 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: ( ) 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 162 N Calculation Gpm Required 26.0168. Psi Required 98.98 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 Uponor, Inc. Page 2 SOUTH RIVER TERRACE-Two Head Calculation (H.8 & H.11) Date 3/10/2023 City Water Supply: Demand: C1 -Static Pressure : 108 D1 - Elevation : 10.394 C2-Residual Pressure: 100 D2- System Flow : 26.017 C2-Residual Flow : 300 D2- System Pressure : 98.980 Hose( Demand) : 5 D3-System Demand : 31.017 Safety Margin : 8.900 150 L 140 130 p 120 € R 110 e Cl D2 C2 E100 t s 90 D S 80 U 70 R 60 E 50 40 30 20 10 Q D1 1 .... I . . . . . . . 1 I I I I 50 100 150 200 250 300 350 400 450 FLOW ( NA1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.FI. USA 03087 Fittings Used Summary Uponor, Inc. Page 3 SOUTH RIVER TERRACE-Two Head Calculation (H.8 & H.11) Date 3/10/2023 Fitting Legend Abbrev. Name 'A ' 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. i 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 Page 5 Date 3/10/2023 SOUTH RIVER TERRACE-Two Head Calculation (H.8 &H.11) NODE ANALYSIS (cont.) Pressure Discharge Notes Node Tag Elevation Node Type at Node at Node T.35109.0 25.03 H.14 25.654 109.0 25.8 T.33 109.0 2 H.15 109.0 25. HAS 25.8 S 109.0 26.3212 T.34 109.0 H.17 109.0 26.442 .44 H.20 109.0 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.8&H.11) Date 3/10/2023 Nadel 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.8 119 4.90 12.33 0.75 Utr 2.0 10.000 150 7.040 to 2.000 0.0 H.5 119 12.33 0.671 12.000 0.3100 3.720 Vel = 11.19 H.5 119 0.0 0.75 Utb 17.0 7.000 150 10.760 to Utr 2.0 19.000 0.0 T.23 119 12.33 0.671 26.000 0.3100 8.061 Vel = 11.19 T.23 119 -5.07 0.75 Utb 17.0 1.000 150 18.821 to Utr 2.0 19.000 0.0 T.24 119 7.26 0.671 20.000 0.1164 2.328 Vel = 6.59 T.24 119 1.36 1 Utb 17.0 15.000 150 21.149 to 14.000 4.331 T.38 109 8.62 0.862 29.000 0.0473 1.371 Vel= 4.74 T.38 109 6.08 1.25 5.000 150 26.851 to 0.0 T.39 109 14.7 1.054 5.000 0.0476 0.238 Vel = 5.41 T.39 109 0.0 1.25 Utr 4.0 4.000 150 27.089 to Uel 11.0 15.000 0.0 T.40 109 14.7 1.054 19.000 0.0476 0.904 Vel= 5.41 T.40 109 11.32 1.25 T 2.44 7.000 150 27.993 to 2.440 0.0 S.1 109 26.02 1.054 9.440 0.1369 1.292 Vel= 9.57 S.1 109 0.0 1.25 E 1.22 8.000 150 29.285 to 1.220 21.063 ** Fixed Loss = 15 PRV 95 26.02 1.054 9.220 0.1370 1.263 Vel= 9.57 PRV 95 0.0 1.25 2.000 150 51.611 to 14.000 ** Fixed Loss= 14 SMTR 95 26.02 1.054 2.000 0.1370 0.274 Vel = 9.57 SMTR 95 0.0 1.25 E 1.22 50.000 150 65.885 to G 0.407 4.067 0.0 TEE 95 26.02 1.054 T 2.44 54.067 0.1369 7.401 Vel= 9.57 TEE 95 H5 5.00 1.25 T 2.44 50.000 150 73.286 to E 1.22 3.661 6.000 ** Fixed Loss =6 MTR 95 31.02 1.054 53.661 0.1895 10.168 Vel= 11.41 MTR 95 0.0 1 20.000 150 89.454 to 1.000 ** Fixed Loss = 1 CRB 95 31.02 0.995 20.000 0.2508 5.017 Vel = 12.80 CRB 95 0.0 1 10.000 150 95.471 to 1.000 * * Fixed Loss= 1 STR 95 31.02 0.995 10.000 0.2509 2.509 Vel= 12.80 0.0 STR 31.02 98.980 K Factor= 3.12 H.8 119 0.67 0.75 Utr 2.0 9.000 150 7.040 to 2.000 0.0 H.11 119 0.67 0.671 11.000 0.0015 0.016 Vel= 0.61 H.11 119 4.90 13.02 0.75 Utb 17.0 4.000 150 7.056 to 17.000 0.0 T.31 119 13.69 0.671 21.000 0.3762 7.901 Vel = 12.42 T.31 119 -6.25 0.75 14.000 150 14.957 to 0.0 H.13 119 7.44 0.671 14.000 0.1218 1.705 Vel= 6.75 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.11) 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 H.13 119 0.0 0.75 Utb 17.0 7.000 150 16.662 to Utr 2.0 19.000 0.0 T.30 119 7.44 0.671 26.000 0.1218 3.166 Vel = 6.75 T.30 119 -5.06 0.75 Utb 17.0 6.000 150 19.828 to 17.000 0.0 T.29 119 2.38 0.671 23.000 0.0148 0.340 Vel = 2.16 T.29 119 0.0 0.75 Utr 2.0 10.000 150 20.168 to 2.000 0.0 H.6 119 2.38 0.671 12.000 0.0148 0.177 Vel= 2.16 H.6 119 0.0 0.75 Utb 17.0 4.000 150 20.345 to Utr 2.0 19.000 0.0 T.25 119 2.38 0.671 23.000 0.0148 0.340 Vel = 2.16 T.25 119 -1.02 0.75 Utb 17.0 9.000 150 20.685 to 17.000 0.0 H.3 119 1.36 0.671 26.000 0.0053 0.137 Vel = 1.23 H.3 119 0.0 0.75 Utr 2.0 3.000 150 20.822 to 2.000 0.0 T.22 119 1.36 0.671 5.000 0.0054 0.027 Vel= 1.23 T.22 119 0.0 0.75 Utr 2.0 5.000 150 20.849 to 2.000 0.0 H.1 119 1.36 0.671 7.000 0.0053 0.037 Vel= 1.23 H.1 119 0.0 0.75 Utr 2.0 17.000 150 20.886 to 2.000 0.0 H.2 119 1.36 0.671 19.000 0.0053 0.100 Vel = 1.23 H.2 119 0.0 0.75 Utr 2.0 9.000 150 20.986 to 2.000 0.0 H.4 119 1.36 0.671 11.000 0.0053 0.058 Vel = 1.23 H.4 119 0.0 0.75 Utb 17.0 3.000 150 21.044 to 17.000 0.0 T.24 119 1.36 0.671 20.000 0.0052 0.105 Vel = 1.23 0.0 T.24 1.36 21.149 K Factor= 0.30 T.31 119 6.25 0.75 Utr 2.0 16.000 150 14.957 to 2.000 0.0 H.12 119 6.25 0.671 18.000 0.0882 1.588 Vel = 5.67 H.12 119 0.0 0.75 Utr 2.0 6.000 150 16.545 to 2.000 0.0 H.10 119 6.25 0.671 8.000 0.0881 0.705 Vel = 5.67 H.10 119 0.0 0.75 Utr 2.0 6.000 150 17.250 to 2.000 0.0 H.9 119 6.25 0.671 8.000 0.0882 0.706 Vel= 5.67 H.9 119 0.0 0.75 Utr 2.0 16.000 150 17.956 to 2.000 0.0 T.28 119 6.25 0.671 18.000 0.0882 1.588 Vel = 5.67 T.28 119 0.0 0.75 Utr 2.0 2.000 150 19.544 to Utb 17.0 19.000 0.0 T.26 119 6.25 0.671 21.000 0.0882 1.852 Vel= 5.67 T.26 119 5.07 1 Utb 17.0 15.000 150 21.396 to 14.000 4.331 T.40 109 11.32 0.862 29.000 0.0781 2.266 Vel = 6.22 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.11) 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.40 11.32 27.993 K Factor= 2.14 T.23 119 5.07 0.75 Uel 11.0 11.000 150 18.821 to 11.000 0.0 H.7 119 5.07 0.671 22.000 0.0599 1.318 Vel = 4.60 H.7 119 0.0 0.75 Utb 17.0 4.000 150 20.139 to 17.000 0.0 T.26 119 5.07 0.671 21.000 0.0599 1.257 Vel = 4.60 0.0 T.26 5.07 21.396 K Factor= 1.10 T.30 119 5.06 1 12.000 150 19.828 to 4.331 T.44 109 5.06 0.862 12.000 0.0177 0.212 Vel = 2.78 T.44 109 -1.73 0.75 Utr 2.0 3.000 150 24.371 to Utb 17.0 19.000 0.0 T.47 109 3.33 0.671 22.000 0.0275 0.604 Vel = 3.02 T.47 109 0.0 0.75 6.000 150 24.975 to 0.0 H.21 109 3.33 0.671 6.000 0.0275 0.165 Vel = 3.02 H.21 109 0.0 0.75 Utr 2.0 11.000 150 25.140 to 2.000 0.0 T.45 109 3.33 0.671 13.000 0.0275 0.358 Vel = 3.02 T.45 109 -0.72 0.75 Utr 2.0 2.000 150 25.498 to 2.000 0.0 T.43 109 2.61 0.671 4.000 0.0175 0.070 Vel= 2.37 T.43 109 0.72 0.75 Utr 2.0 6.000 150 25.568 to 2.000 0.0 T.41 109 3.33 0.671 8.000 0.0274 0.219 Vet= 3.02 T.41 109 0.0 0.75 Utr 2.0 18.000 150 25.787 to Utb 17.0 19.000 0.0 T.37 109 3.33 0.671 37.000 0.0275 1.017 Vel = 3.02 T.37 109 2.75 1.25 Utr 4.0 1.000 150 26.804 to 4.000 0.0 T.38 109 6.08 1.054 5.000 0.0094 0.047 Vel= 2.24 0.0 T.38 6.08 26.851 K Factor= 1.17 T.44 109 1.73 0.75 Utb 17.0 5.000 150 24.371 to 17.000 0.0 H.19 109 1.73 0.671 22.000 0.0082 0.181 Vel = 1.57 H.19 109 0.0 0.75 Utr 2.0 17.000 150 24.552 to 2.000 0.0 T.36 109 1.73 0.671 19.000 0.0082 0.156 Vel = 1.57 T.36 109 0.0 0.75 Utr 2.0 2.000 150 24.708 to 2.000 0.0 H.18 109 1.73 0.671 4.000 0.0082 0.033 Vel = 1.57 H.18 109 0.0 0.75 Utb 17.0 7.000 150 24.741 to Uel 11.0 28.000 0.0 T.35 109 1.73 0.671 35.000 0.0082 0.288 Vel = 1.57 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.11) 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 T.35 109 1.02 0.75 Utb 17.0 15.000 150 25.029 to 17.000 0.0 H.14 109 2.75 0.671 32.000 0.0193 0.617 Vel = 2.50 H.14 109 0.0 0.75 Utr 2.0 6.000 150 25.646 to 2.000 0.0 T.33 109 2.75 0.671 8.000 0.0194 0.155 Vel= 2.50 T.33 109 0.0 0.75 Utr 2.0 4.000 150 25.801 to 2.000 0.0 H.15 109 2.75 0.671 6.000 0.0192 0.115 Vel = 2.50 H.15 109 0.0 0.75 Utr 2.0 11.000 150 25.916 to 2.000 0.0 H.16 109 2.75 0.671 13.000 0.0193 0.251 Vel = 2.50 H.16 109 0.0 0.75 Utr 2.0 6.000 150 26.167 to 2.000 0.0 T.34 109 2.75 0.671 8.000 0.0194 0.155 Vel = 2.50 T.34 109 0.0 0.75 Utr 2.0 4.000 150 26.322 to 2.000 0.0 H.17 109 2.75 0.671 6.000 0.0193 0.116 Vel = 2.50 H.17 109 0.0 0.75 Utb 17.0 2.000 150 26.438 to 17.000 0.0 T.37 109 2.75 0.671 19.000 0.0193 0.366 Vel= 2.50 0.0 T.37 2.75 26.804 K Factor= 0.53 T.25 119 1.01 1 14.000 150 20.685 to 4.331 T.35 109 1.01 0.862 14.000 0.0009 0.013 Vel = 0.56 0.0 T.35 1.01 25.029 K Factor= 0.20 T.45 109 0.72 0.75 Utb 17.0 3.000 150 25.498 to 17.000 0.0 H.20 109 0.72 0.671 20.000 0.0016 0.032 Vel = 0.65 H.20 109 0.0 0.75 Utb 17.0 4.000 150 25.530 to Utr 2.0 19.000 0.0 T.43 109 0.72 0.671 23.000 0.0017 0.038 Vel = 0.65 0.0 T.43 0.72 25.568 K Factor= 0.14 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.6) Date 3/10/2023 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 : 82.225 Hose( Demand) : 5 D3-System Demand : 21.974 Safety Margin : 25.712 150 140 130 p120 R 110 Clc— - - C2 E 100 _ 0 S 90 z D2 S 80 0 U 70 D' R 60 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-One Head Calculation (H.6) Date 3/10/2023 Fitting Legend Abbrev. Name %m '/< 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 D 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 3/10/2023 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 82.225 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.6 119.0 4.9 12.0 16.97 0.05 324 T.25 119.0 16.16 H.3 119.0 17.22 T.22 119.0 17.42 H.1 119.0 17.7 H.2 119.0 18.48 H.4 119.0 18.92 T.24 119.0 19.74 T.38 109.0 24.39 T.39 109.0 24.55 T.40 109.0 25.17 S.1 109.0 25.75 PRV 95.0 47.39 SMTR 95.0 61.51 TEE 95.0 64.87 5.0 MTR 95.0 76.25 CRB 95.0 79.9 STR 95.0 82.22 T.29 119.0 13.58 T.30 119.0 16.61 H.13 119.0 18.09 T.31 119.0 18.88 H.12 119.0 19.24 H.10 119.0 19.4 H.9 119.0 19.56 T.28 119.0 19.91 T.26 119.0 20.32 T.35 109.0 20.74 H.14 109.0 21.98 T.33 109.0 22.3 H.15 109.0 22.53 H.16 109.0 23.03 T.34 109.0 23.34 H.17 109.0 23.58 T.37 109.0 24.32 H.18 109.0 20.86 T.36 109.0 20.87 H.19 109.0 20.94 T.44 109.0 21.02 T.47 109.0 21.84 H.21 109.0 22.06 T.45 109.0 22.54 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 3/10/2023 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.43 109.0 22.64 T.41 109.0 22.94 H.20 109.0 22.59 H.11 119.0 19.14 H.8 119.0 19.27 H.5 119.0 19.42 T.23 119.0 19.74 H.7 119.0 20.04 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 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 H.6 119 4.90 9.21 0.75 Utb 17.0 4.000 150 12.000 to Utr 2.0 19.000 0.0 T.25 119 9.21 0.671 23.000 0.1808 4.158 Vel = 8.36 T.25 119 -5.10 0.75 Utb 17.0 9.000 150 16.158 to 17.000 0.0 H.3 119 4.11 0.671 26.000 0.0407 1.057 Vel = 3.73 H.3 119 0.0 0.75 Utr 2.0 3.000 150 17.215 to 2.000 0.0 T.22 119 4.11 0.671 5.000 0.0406 0.203 Vel = 3.73 T.22 119 0.0 0.75 Utr 2.0 5.000 150 17.418 to 2.000 0.0 H.1 119 4.11 0.671 7.000 0.0407 0.285 Vel = 3.73 H.1 119 0.0 0.75 Utr 2.0 17.000 150 17.703 to 2.000 0.0 H.2 119 4.11 0.671 19.000 0.0406 0.772 Vel= 3.73 H.2 119 0.0 0.75 Utr 2.0 9.000 150 18.475 to 2.000 0.0 H.4 119 4.11 0.671 11.000 0.0406 0.447 Vel= 3.73 H.4 119 0.0 0.75 Utb 17.0 3.000 150 18.922 to 17.000 0.0 T.24 119 4.11 0.671 20.000 0.0406 0.813 Vel = 3.73 T.24 119 -0.14 1 Utb 17.0 15.000 150 19.735 to 14.000 4.331 T.38 109 3.97 0.862 29.000 0.0113 0.327 Vel = 2.18 T.38 109 7.94 1.25 5.000 150 24.393 to 0.0 T.39 109 11.91 1.054 5.000 0.0322 0.161 Vel = 4.38 T.39 109 0.0 1.25 Utr 4.0 4.000 150 24.554 to Uel 11.0 15.000 0.0 T.40 109 11.91 1.054 19.000 0.0323 0.613 Vel= 4.38 T.40 109 5.06 1.25 T 2.44 7.000 150 25.167 to 2.440 0.0 S.1 109 16.97 1.054 9.440 0.0622 0.587 Vel= 6.24 S.1 109 0.0 1.25 E 1.22 8.000 150 25.754 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 47.390 to 14.000 ** Fixed Loss = 14 SMTR 95 16.97 1.054 2.000 0.0620 0.124 Vel = 6.24 SMTR 95 0.0 1.25 E 1.22 50.000 150 61.514 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 64.873 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 76.247 to 1.000 ** Fixed Loss = 1 CRB 95 21.97 0.995 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 8 SOUTH RIVER TERRACE-One Head Calculation(H.6) 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 H.15 109 0.0 0.75 Utr 2.0 11.000 150 22.528 to 2.000 0.0 H.16 109 4.01 0.671 13.000 0.0389 0.506 Vel = 3.64 H.16 109 0.0 0.75 Utr 2.0 6.000 150 23.034 to 2.000 0.0 T.34 109 4.01 0.671 8.000 0.0389 0.311 Vel = 3.64 T.34 109 0.0 0.75 Utr 2.0 4.000 150 23.345 to 2.000 0.0 H.17 109 4.01 0.671 6.000 0.0388 0.233 Vel= 3.64 H.17 109 0.0 0.75 Utb 17.0 2.000 150 23.578 to 17.000 0.0 T.37 109 4.01 0.671 19.000 0.0389 0.739 Vel = 3.64 T.37 109 3.93 1.25 Utr 4.0 1.000 150 24.317 to 4.000 0.0 T.38 109 7.94 1.054 5.000 0.0152 0.076 Vel = 2.92 0.0 T.38 7.94 24.393 K Factor= 1.61 T.35 109 1.08 0.75 Utb 17.0 7.000 150 20.739 to Uel 11.0 28.000 0.0 H.18 109 1.08 0.671 35.000 0.0035 0.121 Vel = 0.98 H.18 109 0.0 0.75 Utr 2.0 2.000 150 20.860 to 2.000 0.0 T.36 109 _ 1.08 0.671 4.000 0.0035 0.014 Vel= 0.98 T.36 109 0.0 0.75 Utr 2.0 17.000 150 20.874 to 2.000 0.0 H.19 109 1.08 0.671 19.000 0.0035 0.066 Vel = 0.98 H.19 109 0.0 0.75 Utb 17.0 5.000 150 20.940 to 17.000 0.0 T.44 109 1.08 0.671 22.000 0.0035 0.076 Vel = 0.98 T.44 109 2.84 0.75 Utr 2.0 3.000 150 21.016 to Utb 17.0 19.000 0.0 T.47 109 3.92 0.671 22.000 0.0373 0.820 Vel = 3.56 T.47 109 0.0 0.75 6.000 150 21.836 to 0.0 H.21 109 3.92 0.671 6.000 0.0373 0.224 Vel= 3.56 H.21 109 0.0 0.75 Utr 2.0 11.000 150 22.060 to 2.000 0.0 T.45 109 3.92 0.671 13.000 0.0372 0.484 Vel= 3.56 T.45 109 -0.85 0.75 Utr 2.0 2.000 150 22.544 to 2.000 0.0 T.43 109 3.07 0.671 4.000 0.0238 0.095 Vel = 2.79 T.43 109 0.85 0.75 Utr 2.0 6.000 150 22.639 to 2.000 0.0 T.41 109 3.92 0.671 8.000 0.0374 0.299 Vel= 3.56 T.41 109 0.0 0.75 Utr 2.0 18.000 150 22.938 to Utb 17.0 19.000 0.0 T.37 109 3.92 0.671 37.000 0.0373 1.379 Vel = 3.56 0.0 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 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 T.37 3.92 24.317 K Factor= 0.79 T.30 119 2.84 1 12.000 150 16.612 to 4.331 T.44 109 2.84 0.862 12.000 0.0061 0.073 Vel = 1.56 0.0 T.44 2.84 21.016 K Factor= 0.62 T.45 109 0.85 0.75 Utb 17.0 3.000 150 22.544 to 17.000 0.0 H.20 109 0.85 0.671 20.000 0.0022 0.045 Vel= 0.77 H.20 109 0.0 0.75 Utb 17.0 4.000 150 22.589 to Utr 2.0 19.000 0.0 T.43 109 0.85 0.671 23.000 0.0022 0.050 Vel = 0.77 0.0 T.43 0.85 22.639 K Factor= 0.18 T.31 119 2.14 0.75 Utb 17.0 4.000 150 18.884 to 17.000 0.0 H.11 119 2.14 0.671 21.000 0.0122 0.256 Vel = 1.94 H.11 119 0.0 0.75 Utr 2.0 9.000 150 19.140 to 2.000 0.0 H.8 119 2.14 0.671 11.000 0.0122 0.134 Vel = 1.94 H.8 119 0.0 0.75 Utr 2.0 10.000 150 19.274 to 2.000 0.0 H.5 119 2.14 0.671 12.000 0.0122 0.146 Vel = 1.94 H.5 119 0.0 0.75 Utb 17.0 7.000 150 19.420 to Utr 2.0 19.000 0.0 T.23 119 2.14 0.671 26.000 0.0122 0.317 Vel= 1.94 T.23 119 0.14 0.75 Uel 11.0 11.000 150 19.737 to 11.000 0.0 H.7 119 2.28 0.671 22.000 0.0137 0.301 Vel = 2.07 H.7 119 0.0 0.75 Utb 17.0 4.000 150 20.038 to 17.000 0.0 T.26 119 2.28 0.671 21.000 0.0137 0.287 Vel = 2.07 0.0 T.26 2.28 20.325 K Factor= 0.51 T.24 119 0.14 0.75 Utb 17.0 1.000 150 19.735 to Utr 2.0 19.000 0.0 T.23 119 0.14 0.671 20.000 0.0001 0.002 Vel= 0.13 0.0 T.23 0.14 19.737 K Factor= 0.03 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087