Loading...
Specifications FOR OFFICE USE ONLY—SITE ADDRESS: \O qQ SW COVA Irh • 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 Transmittal Letter TIGARD 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov TO: Julie Drinkwater DAT E6 ED DEPT: BUILDING DIVISION MR 15ZOO FROM: Mark Baleme CITY OF T GARD ANSON COMPANY: Wolcott Plumbing BUILDING PHONE: 503-667-1781 X 3001 B .� EMAIL: mbaleme©wolcott.pro RE: 16799 SW Colorado LN MST2022-00339 (Site Address) (Permit Number) South River Terrace I Bld 1 /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 calcs for new furnace room location FOR OFFICE USE ONLY Routed to Permit Technician: Date: r d 1`j - 3 Initials: A Fees Due: n Yes ❑No Fee Description: Amount Due: ftaric. Iu cl ov r�*d am j,G�ll� .4,6.1 Special Instructions: Reprint Permit(per PE): ❑ Yes ❑ No ❑Done Applicant Notified: Date: g11,SI' bV 6MAU,F,11 IMiAU, • Initials: AA) I. 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 uf. dik, , () nor AquaSAFETM Fire Safety System OF:Mg 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 : STACKED DUPLEX-UNIT 1B TIGARD OR Remote Area : 1 Contract : 43463F 004 R1 Data File : 43463F 004 R1 Duplex, Unit 1B + 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 3/10/2023 HYDRAULIC DESIGN INFORMATION SHEET Name - SOUTH RIVER TERRACE Date - 10/03/2022 Location - TIGARD OR Building - RESIDENTIAL System No. - 1 Contractor - WOLCOTT PLUMBING Contract No. - 43463F 004 Ri 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 I ( ) 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 2 Elevation at Highest Outlet - 119 Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 162 N Calculation Gpm Required 26.0116 Psi Required 97.65 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-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 : 26.012 C2-Residual Flow : 300 D2-System Pressure : 97.647 Hose( Demand ) : 5 D3-System Demand : 31.012 Safety Margin : 10.278 150 140 130 p 120 R 110 rs C1 C2 E100 yy D2 e S 90 D7, S 80 ' U 70 R 60 ir E 50 40 30 20 10 c D1 . . . . . I . . . . . 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 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 3/10/2023 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 97.647 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.1 119.0 4.9 7.04 13.0 0.05 256 H.2 119.0 13.44 T.25 119.0 15.36 H.6 119.0 17.65 H.7 119.0 18.2 T.27 119.0 18.84 T.30 119.0 21.32 T.45 109.0 28.04 T.44 109.0 29.2 T.43 109.0 29.48 T.42 109.0 29.81 S.1 109.0 30.96 PRV 95.0 53.29 SMTR 95.0 67.56 TEE 95.0 74.96 5.0 MTR 95.0 88.12 CRB 95.0 94.14 STR 95.0 97.65 H.5 119.0 4.9 7.05 13.01 0.05 256 H.10 119.0 10.7 T.28 119.0 12.53 T.31 119.0 19.47 T.32 119.0 21.07 H.3 119.0 15.61 H.4 119.0 16.99 H.8 119.0 18.27 H.9 119.0 19.65 T.38 119.0 20.85 H.13 119.0 21.03 T.41 119.0 21.82 T.40 119.0 24.04 T.35 119.0 20.67 T.36 119.0 20.82 H.14 119.0 21.13 H.19 119.0 21.38 H.16 119.0 21.57 H.15 119.0 21.69 T.39 119.0 21.85 H.17 119.0 22.78 H.18 119.0 23.3 H.11 119.0 20.92 T.37 119.0 21.01 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 3/10/2023 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.33 119.0 21.07 H.12 119.0 20.94 H.20 119.0 21.82 H.24 119.0 21.83 H.23 119.0 21.84 H.22 109.0 29.34 T.46 109.0 29.36 H.21 109.0 29.38 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 Nodel Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 EIev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf H.1 119 4.90 12.54 0.75 Utr 2.0 18.000 150 7.040 to 2.000 0.0 H.2 119 12.54 0.671 20.000 0.3199 6.397 Vel = 11.38 H.2 119 0.0 0.75 Utr 2.0 4.000 150 13.437 to 2.000 0.0 T.25 119 12.54 0.671 6.000 0.3198 1.919 Vel = 11.38 T.25 119 -6.16 0.75 Utb 17.0 6.000 150 15.356 to Utr 2.0 19.000 0.0 H.6 119 6.38 0.671 25.000 0.0917 2.292 Vel = 5.79 H.6 119 0.0 0.75 Utr 2.0 4.000 150 17.648 to 2.000 0.0 H.7 119 6.38 0.671 6.000 0.0917 0.550 Vel = 5.79 H.7 119 0.0 0.75 Utr 2.0 5.000 150 18.198 to 2.000 0.0 T.27 119 6.38 0.671 7.000 0.0917 0.642 Vel= 5.79 T.27 119 0.0 0.75 Utb 17.0 10.000 150 18.840 to 17.000 0.0 T.30 119 6.38 0.671 27.000 0.0917 2.475 Vel = 5.79 T.30 119 10.97 1.25 Utr 4.0 33.000 150 21.315 to 4.000 4.331 T.45 109 17.35 1.054 37.000 0.0646 2.392 Vel = 6.38 T.45 109 0.0 1.25 Uel 11.0 7.000 150 28.038 to 11.000 0.0 T.44 109 17.35 1.054 18.000 0.0647 1.164 Vel = 6.38 T.44 109 -1.28 1.25 Utr 4.0 1.000 150 29.202 to 4.000 0.0 T.43 109 16.07 1.054 5.000 0.0562 0.281 Vel = 5.91 T.43 109 1.28 1.25 Utr 4.0 1.000 150 29.483 to 4.000 0.0 T.42 109 17.35 1.054 5.000 0.0646 0.323 Vet= 6.38 T.42 109 8.66 1.25 T 2.44 6.000 150 29.806 to 2.440 0.0 S.1 109 26.01 1.054 8.440 0.1368 1.155 Vel = 9.56 S.1 109 0.0 1.25 E 1.22 8.000 150 30.961 to 1.220 21.063 ** Fixed Loss = 15 PRV 95 26.01 1.054 9.220 0.1369 1.262 Vel = 9.56 PRV 95 0.0 1.25 2.000 150 53.286 to 14.000 ** Fixed Loss = 14 SMTR 95 26.01 1.054 2.000 0.1370 0.274 Vel= 9.56 SMTR 95 0.0 1.25 E 1.22 50.000 150 67.560 to G 0.407 4.067 0.0 TEE 95 26.01 1.054 T 2.44 54.067 0.1368 7.398 Vel = 9.56 TEE 95 H5 5.00 1.25 T 2.44 50.000 150 74.958 to E 1.22 3.661 3.000 **Fixed Loss= 3 MTR 95 31.01 1.054 53.661 0.1894 10.165 Vel = 11.40 MTR 95 0.0 1 20.000 150 88.123 to 1.000 ** Fixed Loss= 1 CRB 95 31.01 0.995 20.000 0.2508 5.016 Vel= 12.80 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 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 CRB 95 0.0 1 10.000 150 94.139 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 97.647 K Factor= 3.14 H.1 119 0.46 0.75 Utr 2.0 12.000 150 7.040 to 2.000 0.0 H.5 119 0.46 0.671 14.000 0.0007 0.010 Vel= 0.42 H.5 119 4.90 13.01 0.75 Utr 2.0 8.000 150 7.050 to 2.000 0.0 H.10 119 13.47 0.671 10.000 0.3654 3.654 Vel = 12.22 H.10 119 0.0 0.75 Utr 2.0 3.000 150 10.704 to 2.000 0.0 T.28 119 13.47 0.671 5.000 0.3654 1.827 Vel = 12.22 T.28 119 0.0 0.75 Utb 17.0 2.000 150 12.531 to 17.000 0.0 T.31 119 13.47 0.671 19.000 0.3654 6.943 Vel = 12.22 T.31 119 -4.59 1 Utb 17.0 18.000 150 19.474 to 14.000 0.0 T.32 119 8.88 0.862 32.000 0.0499 1.597 Vel= 4.88 T.32 119 2.09 1.25 Utr 4.0 4.814 150 21.071 to 4.000 0.0 T.30 119 10.97 1.054 8.814 0.0277 0.244 Vel = 4.03 0.0 T.30 10.97 21.315 K Factor= 2.38 T.25 119 6.16 0.75 3.000 150 15.356 to 0.0 H.3 119 6.16 0.671 3.000 0.0860 0.258 Vel = 5.59 H.3 119 0.0 0.75 Utr 2.0 14.000 150 15.614 to 2.000 0.0 H.4 119 6.16 0.671 16.000 0.0858 1.373 Vel = 5.59 H.4 119 0.0 0.75 Utr 2.0 13.000 150 16.987 to 2.000 0.0 H.8 119 6.16 0.671 15.000 0.0858 1.287 Vel = 5.59 H.8 119 0.0 0.75 Utr 2.0 14.000 150 18.274 to 2.000 0.0 H.9 119 6.16 0.671 16.000 0.0858 1.373 Vel= 5.59 H.9 119 0.0 0.75 Utr 2.0 12.000 150 19.647 to 2.000 0.0 T.38 119 6.16 0.671 14.000 0.0859 1.202 Vel = 5.59 T.38 119 -1.05 0.75 Utr 2.0 1.000 150 20.849 to 2.000 0.0 H.13 119 5.11 0.671 3.000 0.0607 0.182 Vel = 4.64 H.13 119 0.0 0.75 Utr 2.0 11.000 150 21.031 to 2.000 0.0 T.41 119 5.11 0.671 13.000 0.0608 0.790 Vel= 4.64 T.41 119 -0.37 0.75 2Utb 34.0 8.000 150 21.821 to 34.000 0.0 T.40 119 4.74 0.671 42.000 0.0530 2.224 Vel= 4.30 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams 1 Uponor, Inc. Page 8 SOUTH RIVER TERRACE-Two Head Calculation(H.1 &H.5) 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.40 119 3.92 1 Utb 17.0 16.000 150 24.045 to 14.000 4.331 T.42 109 8.66 0.862 30.000 0.0477 1.430 Vel = 4.76 0.0 T.42 8.66 29.806 K Factor= 1.59 T.31 119 4.59 0.75 Utr 2.0 5.000 150 19.474 to Utb 17.0 19.000 0.0 T.35 119 4.59 0.671 24.000 0.0499 1.197 Vel = 4.16 T.35 119 0.0 0.75 Utr 2.0 1.000 150 20.671 to 2.000 0.0 T.36 119 4.59 0.671 3.000 0.0500 0.150 Vel= 4.16 T.36 119 -1.03 0.75 Utr 2.0 8.000 150 20.821 to 2.000 0.0 H.14 119 3.56 0.671 10.000 0.0311 0.311 Vel = 3.23 H.14 119 0.0 0.75 8.000 150 21.132 to 0.0 H.19 119 3.56 0.671 8.000 0.0311 0.249 Vel = 3.23 H.19 119 0.0 0.75 Utr 2.0 4.000 150 21.381 to 2.000 0.0 H.16 119 3.56 0.671 6.000 0.0310 0.186 Vel = 3.23 H.16 119 0.0 0.75 Utr 2.0 2.000 150 21.567 to 2.000 0.0 H.15 119 3.56 0.671 4.000 0.0312 0.125 Vet.= 3.23 H.15 119 0.0 0.75 Utr 2.0 3.000 150 21.692 to 2.000 0.0 T.39 119 3.56 0.671 5.000 0.0310 0.155 Vel = 3.23 T.39 119 0.36 0.75 Utb 17.0 8.000 150 21.847 to 17.000 0.0 H.17 119 3.92 0.671 25.000 0.0373 0.932 Vel= 3.56 H.17 119 0.0 0.75 Utr 2.0 12.000 150 22.779 to 2.000 0.0 H.18 119 3.92 0.671 14.000 0.0372 0.521 Vel = 3.56 H.18 119 0.0 0.75 Utb 17.0 3.000 150 23.300 to 17.000 0.0 T.40 119 3.92 0.671 20.000 0.0372 0.745 Vel= 3.56 0.0 T.40 3.92 24.045 K Factor= 0.80 T.36 119 1.03 0.75 Utb 17.0 14.000 150 20.821 to 17.000 0.0 H.11 119 1.03 0.671 31.000 0.0032 0.098 Vel = 0.93 H.11 119 0.0 0.75 Utb 17.0 9.000 150 20.919 to Utr 2.0 19.000 0.0 T.37 119 1.03 0.671 28.000 0.0032 0.089 Vel= 0.93 T.37 119 1.05 1 Uel 11.0 6.000 150 21.008 to 12.000 0.0 T.33 119 2.08 0.862 18.000 0.0034 0.062 Vel = 1.14 T.33 119 0.0 1.25 1.000 150 21.070 to 0.0 T.32 119 2.08 1.054 1.000 0.0010 0.001 Vel = 0.76 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 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.32 2.08 21.071 K Factor= 0.45 T.38 119 1.05 0.75 Utb 17.0 10.000 150 20.849 to 17.000 0.0 H.12 119 1.05 0.671 27.000 0.0032 0.087 Vel= 0.95 H.12 119 0.0 0.75 Utb 17.0 3.000 150 20.936 to Utr 2.0 19.000 0.0 T.37 119 1.05 0.671 22.000 0.0033 0.072 Vel = 0.95 0.0 T.37 1.05 21.008 K Factor= 0.23 T.41 119 0.36 0.75 Utr 2.0 5.000 150 21.821 to 2.000 0.0 H.20 119 0.36 0.671 7.000 0.0004 0.003 Vel = 0.33 H.20 119 0.0 0.75 Utr 2.0 18.000 150 21.824 to 2.000 0.0 H.24 119 0.36 0.671 20.000 0.0004 0.009 Vel= 0.33 _ H.24 119 0.0 0.75 12.000 150 21.833 to 0.0 H.23 119 0.36 0.671 12.000 0.0004 0.005 Vel = 0.33 H.23 119 0.0 0.75 Utr 2.0 17.000 150 21.838 to 2.000 0.0 T.39 119 0.36 0.671 19.000 0.0005 0.009 Vel = 0.33 0.0 T.39 0.36 21.847 K Factor= 0.08 T.44 109 1.28 0.75 Utb 17.0 11.000 150 29.202 to Utr 2.0 19.000 0.0 H.22 109 1.28 0.671 30.000 0.0047 0.141 Vel = 1.16 H.22 109 0.0 0.75 4.000 150 29.343 to 0.0 T.46 109 1.28 0.671 4.000 0.0048 0.019 Vel = 1.16 T.46 109 0.0 0.75 Utr 2.0 1.000 150 29.362 to 2.000 0.0 H.21 109 1.28 0.671 3.000 0.0047 0.014 Vel = 1.16 H.21 109 0.0 0.75 Utb 17.0 4.000 150 29.376 to Utr 2.0 19.000 0.0 T.43 109 1.28 0.671 23.000 0.0047 0.107 Vel= 1.16 0.0 T.43 1.28 29.483 K Factor= 0.24 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 UPOn01 AquaSAFETM Fire Safety System onat can Uponor, Inc. 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : SOUTH RIVER TERRACE- One Head Calculation (H.4) Drawing : RESIDENTIAL Location : STACKED DUPLEX-UNIT 1 B TIGARD OR Remote Area : 1 Contract : 43463F 004 R1 Data File : 43463F 004 R1 Duplex, Unit 1 B+ 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.4) Date 3/10/2023 HYDRAULIC DESIGN INFORMATION SHEET Name - SOUTH RIVER TERRACE Date - 10/03/2022 Location - TIGARD OR Building - RESIDENTIAL System No. - 1 Contractor - WOLCOTT PLUMBING Contract No. - 43463F 004 RI 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 162 N Calculation Gpm Required 17 Psi Required 79.17 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 Fittings Used Summary Uponor, Inc. Page 3 SOUTH RIVER TERRACE-One Head Calculation (H.4) 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 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-One Head Calculation (H.4) Date 3/10/2023 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 79.167 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.4 119.0 4.9 12.0 16.97 0.05 324 H.3 119.0 14.91 T.25 119.0 15.46 H.6 119.0 16.86 H.7 119.0 17.19 T.27 119.0 17.59 T.30 119.0 19.1 T.45 109.0 24.43 I T.44 109.0 24.92 T.43 109.0 25.04 T.42 109.0 25.17 S.1 109.0 25.7 PRV 95.0 47.33 SMTR 95.0 61.46 TEE 95.0 64.82 5.0 MTR 95.0 73.19 CRB 95.0 76.84 STR 95.0 79.17 H.8 119.0 13.96 H.9 119.0 16.06 T.38 119.0 17.89 H.12 119.0 18.45 T.37 119.0 18.91 T.33 119.0 19.02 T.32 119.0 19.02 H.2 119.0 15.73 H.1 119.0 16.63 H.5 119.0 17.26 H.10 119.0 17.71 T.28 119.0 17.93 T.31 119.0 18.79 H.13 119.0 18.06 T.41 119.0 18.78 T.40 119.0 20.08 H.20 119.0 18.81 H.24 119.0 18.91 H.23 119.0 18.97 T.39 119.0 19.06 H.17 119.0 19.5 H.18 119.0 19.74 T.35 119.0 18.9 T.36 119.0 18.91 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.4) Date 3/10/2023 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.14 119.0 18.96 H.19 119.0 18.99 H.16 119.0 19.02 H.15 119.0 19.04 H.11 119.0 18.91 H.22 109.0 24.98 T.46 109.0 24.98 H.21 109.0 24.99 • 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.4) 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.4 119 4.90 9.24 0.75 Utr 2.0 14.000 150 12.000 to 2.000 0.0 H.3 119 9.24 0.671 16.000 0.1819 2.910 Vel = 8.38 H.3 119 0.0 0.75 3.000 150 14.910 to 0.0 T.25 119 9.24 0.671 3.000 0.1817 0.545 Vel = 8.38 T.25 119 -4.35 0.75 Utb 17.0 6.000 150 15.455 to Utr 2.0 19.000 0.0 H.6 119 4.89 0.671 25.000 0.0561 1.402 Vel= 4.44 H.6 119 0.0 0.75 Utr 2.0 4.000 150 16.857 to 2.000 0.0 H.7 119 4.89 0.671 6.000 0.0560 0.336 Vel= 4.44 H.7 119 0.0 0.75 Utr 2.0 5.000 150 17.193 to 2.000 0.0 T.27 119 4.89 0.671 7.000 0.0561 0.393 Vel = 4.44 T.27 119 0.0 0.75 Utb 17.0 10.000 150 17.586 to 17.000 0.0 T.30 119 4.89 0.671 27.000 0.0560 1.513 Vel = 4.44 T.30 119 5.94 1.25 Utr 4.0 33.000 150 19.099 to 4.000 4.331 T.45 109 10.83 1.054 37.000 0.0271 1.001 Vel = 3.98 T.45 109 0.0 1.25 Uel 11.0 7.000 150 24.431 to 11.000 0.0 T.44 109 10.83 1.054 18.000 0.0271 0.487 Vel= 3.98 T.44 109 -0.80 1.25 Utr 4.0 1.000 150 24.918 to 4.000 0.0 T.43 109 10.03 1.054 5.000 0.0236 0.118 Vel= 3.69 T.43 109 0.80 1.25 Utr 4.0 1.000 150 25.036 to 4.000 0.0 T.42 109 10.83 1.054 5.000 0.0270 0.135 Vel= 3.98 T.42 109 6.14 1.25 T 2.44 6.000 150 25.171 to 2.440 0.0 S.1 109 16.97 1.054 8.440 0.0622 0.525 Vel = 6.24 S.1 109 0.0 1.25 E 1.22 8.000 150 25.696 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 47.332 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 61.456 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 64.815 to E 1.22 3.661 3.000 **Fixed Loss = 3 MTR 95 21.97 1.054 53.661 0.1001 5.374 Vel = 8.08 MTR 95 0.0 1 20.000 150 73.189 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 7 SOUTH RIVER TERRACE-One Head Calculation (H.4) Date 3/10/2023 Node1 Elevl K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf CRB 95 0.0 1 10.000 150 76.841 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 79.167 K Factor= 2.47 H.4 119 7.73 0.75 Utr 2.0 13.000 150 12.000 to 2.000 0.0 H.8 119 7.73 0.671 15.000 0.1309 1.963 Vel= 7.01 H.8 119 0.0 0.75 Utr 2.0 14.000 150 13.963 to 2.000 0.0 H.9 119 7.73 0.671 16.000 0.1309 2.094 Vel = 7.01 H.9 119 0.0 0.75 Utr 2.0 12.000 150 16.057 to 2.000 0.0 T.38 119 7.73 0.671 14.000 0.1309 1.832 Vel= 7.01 T.38 119 -4.87 0.75 Utb 17.0 10.000 150 17.889 to 17.000 0.0 H.12 119 2.86 0.671 27.000 0.0209 0.563 Vel = 2.59 H.12 119 0.0 0.75 Utb 17.0 3.000 150 18.452 to Utr 2.0 19.000 0.0 T.37 119 2.86 0.671 22.000 0.0208 0.458 Vel = 2.59 T.37 119 -0.03 1 Uel 11.0 6.000 150 18.910 to 12.000 0.0 T.33 119 2.83 0.862 18.000 0.0061 0.109 Vel = 1.56 T.33 119 0.0 1.25 1.000 150 19.019 to 0.0 T.32 119 2.83 1.054 1.000 0.0020 0.002 Vel= 1.04 T.32 119 3.11 1.25 Utr 4.0 4.814 150 19.021 to 4.000 0.0 T.30 119 5.94 1.054 8.814 0.0088 0.078 Vel = 2.18 0.0 T.30 5.94 19.099 K Factor= 1.36 T.25 119 4.35 0.75 Utr 2.0 4.000 150 15.455 to 2.000 0.0 H.2 119 4.35 0.671 6.000 0.0452 0.271 Vel = 3.95 H.2 119 0.0 0.75 Utr 2.0 18.000 150 15.726 to 2.000 0.0 H.1 119 4.35 0.671 20.000 0.0450 0.901 Vel = 3.95 H.1 119 0.0 0.75 Utr 2.0 12.000 150 16.627 to 2.000 0.0 H.5 119 4.35 0.671 14.000 0.0451 0.632 Vel = 3.95 H.5 119 0.0 0.75 Utr 2.0 8.000 150 17.259 to 2.000 0.0 H.10 119 4.35 0.671 10.000 0.0451 0.451 Vel = 3.95 H.10 119 0.0 0.75 Utr 2.0 3.000 150 17.710 to 2.000 0.0 T.28 119 4.35 0.671 5.000 0.0450 0.225 Vel = 3.95 T.28 119 0.0 0.75 Utb 17.0 2.000 150 17.935 to 17.000 0.0 T.31 119 4.35 0.671 19.000 0.0451 0.857 Vel= 3.95 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.4) 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.31 119 -1.24 1 Utb 17.0 18.000 150 18.792 to 14.000 0.0 T.32 119 3.11 0.862 32.000 0.0072 0.229 Vel = 1.71 0.0 T.32 3.11 19.021 K Factor= 0.71 T.38 119 4.87 0.75 Utr 2.0 1.000 150 17.889 to 2.000 0.0 H.13 119 4.87 0.671 3.000 0.0557 0.167 VeI = 4.42 H.13 119 0.0 0.75 Utr 2.0 11.000 150 18.056 to 2.000 0.0 T.41 119 4.87 0.671 13.000 0.0555 0.722 Vel = 4.42 T.41 119 -1.31 0.75 2Utb 34.0 8.000 150 18.778 to 34.000 0.0 T.40 119 3.56 0.671 42.000 0.0311 1.305 VeI = 3.23 T.40 119 2.58 1 Utb 17.0 16.000 150 20.083 to 14.000 4.331 T.42 109 6.14 0.862 30.000 0.0252 0.757 Vel = 3.38 0.0 T.42 6.14 25.171 K Factor= 1.22 T.41 119 1.31 0.75 Utr 2.0 5.000 150 18.778 to 2.000 0.0 H.20 119 1.31 0.671 7.000 0.0050 0.035 Vel = 1.19 H.20 119 0.0 0.75 Utr 2.0 18.000 150 18.813 to 2.000 0.0 H.24 119 1.31 0.671 20.000 0.0050 0.099 Vel = 1.19 H.24 119 0.0 0.75 12.000 150 18.912 to 0.0 H.23 119 1.31 0.671 12.000 0.0049 0.059 Vel = 1.19 H.23 119 0.0 0.75 Utr 2.0 17.000 150 18.971 to 2.000 0.0 T.39 119 1.31 0.671 19.000 0.0049 0.093 Vel= 1.19 T.39 119 1.28 0.75 Utb 17.0 8.000 150 19.064 to 17.000 0.0 H.17 119 2.59 0.671 25.000 0.0173 0.432 Vel= 2.35 H.17 119 0.0 0.75 Utr 2.0 12.000 150 19.496 to 2.000 0.0 H.18 119 2.59 0.671 14.000 0.0173 0.242 Vel= 2.35 H.18 119 0.0 0.75 Utb 17.0 3.000 150 19.738 to 17.000 0.0 T.40 119 2.59 0.671 20.000 0.0172 0.345 VeI = 2.35 0.0 T.40 2.59 20.083 K Factor= 0.58 T.31 119 1.24 0.75 Utr 2.0 5.000 150 18.792 to Utb 17.0 19.000 0.0 T.35 119 1.24 0.671 24.000 0.0044 0.106 Vel = 1.13 T.35 119 0.0 0.75 Utr 2.0 1.000 150 18.898 to 2.000 0.0 T.36 119 1.24 0.671 3.000 0.0043 0.013 Vel = 1.13 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.4) 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.36 119 0.03 0.75 Utr 2.0 8.000 150 18.911 to 2.000 0.0 H.14 119 1.27 0.671 10.000 0.0046 0.046 Vel= 1.15 H.14 119 0.0 0.75 8.000 150 18.957 to 0.0 H.19 119 1.27 0.671 8.000 0.0046 0.037 Vel= 1.15 H.19 119 0.0 0.75 Utr 2.0 4.000 150 18.994 to 2.000 0.0 H.16 119 1.27 0.671 6.000 0.0047 0.028 Vel= 1.15 H.16 119 0.0 0.75 Utr 2.0 2.000 150 19.022 to 2.000 0.0 H.15 119 1.27 0.671 4.000 0.0048 0.019 Vel = 1.15 H.15 119 0.0 0.75 Utr 2.0 3.000 150 19.041 to 2.000 0.0 T.39 119 1.27 0.671 5.000 0.0046 0.023 Vel = 1.15 0.0 T.39 1.27 19.064 K Factor= 0.29 T.37 119 0.04 0.75 Utb 17.0 9.000 150 18.910 to Utr 2.0 19.000 0.0 H.11 119 0.04 0.671 28.000 0 0.001 Vel= 0.04 H.11 119 0.0 0.75 Utb 17.0 14.000 150 18.911 to 17.000 0.0 T.36 119 0.04 0.671 31.000 0 0.0 Vel = 0.04 0.0 T.36 0.04 18.911 K Factor= 0.01 T.44 109 0.80 0.75 Utb 17.0 11.000 150 24.918 to Utr 2.0 19.000 0.0 H.22 109 0.8 0.671 30.000 0.0020 0.059 Vel= 0.73 H.22 109 0.0 0.75 4.000 150 24.977 to 0.0 T.46 109 0.8 0.671 4.000 0.0020 0.008 Vel= 0.73 T.46 109 0.0 0.75 Utr 2.0 1.000 150 24.985 to 2.000 0.0 H.21 109 0.8 0.671 3.000 0.0020 0.-006 Vel = 0.73 H.21 109 0.0 0.75 Utb 17.0 4.000 150 24.991 to Utr 2.0 19.000 0.0 T.43 109 0.8 0.671 23.000 0.0020 0.045 Vel= 0.73 0.0 T.43 0.80 25.036 K Factor= 0.16 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 NICEf Certifie . Brent Kotula Date: 023 NICET Certification No. 113889 Water-Based Systems Layout - Level IV Certification Expires: Rune 1, 2023 uponof AquaSAFETM Fire Safety System MICE COPY Uponor, Inc. 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : SOUTH RIVER TERRACE-One Head Calculation(H.4) Drawing : RESIDENTIAL Location : STACKED DUPLEX-UNIT 1A TIGARD OR Remote Area : 1 Contract : 43463F 004 R1 Data File : 43463F 004 R1 Duplex, Unit 1A+ 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.4) Date 3/10/2023 HYDRAULIC DESIGN INFORMATION SHEET Name - SOUTH RIVER TERRACE Date - 10/03/2022 Location - TIGARD OR Building - RESIDENTIAL System No. - 1 Contractor - WOLCOTT PLUMBING Contract No. - 43463F 004 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 - 119 Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 162 N Calculation Gpm Required 17 Psi Required 76.84 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.4) Date 3/10/2023 City Water Supply: Demand:D1 - Elevation : 10.394 Cl - Static Pressure 108 C2- Residual Pressure: 103 D2- System Flow : 16.974 C2- Residual Flow : 300 D2-System Pressure : 76.840 Hose ( Demand ) : 5 D3- System Demand : 21.974 Safety Margin : 31.120 150 140 130 p120 R 110 Cl C2 E 100 = S 90 r S 80 n2 U70D3.. 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.4) Date 3/10/2023 Fitting Legend Abbrev. Name 4 % 1 VA 1Y 2 2% 3 3''/ 4 5 6 8 10 12 14 16 1B 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-One Head Calculation (H.4) Date 3/10/2023 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 76.84 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.4 119.0 4.9 12.0 16.97 0.05 324 T.25 119.0 14.06 H.8 119.0 15.35 H.12 119.0 16.02 T.39 119.0 16.24 T.40 119.0 17.54 T.41 109.0 22.84 S.1 109.0 23.37 PRV 95.0 45.01 SMTR 95.0 59.13 TEE 95.0 62.49 5.0 MTR 95.0 70.86 CRB 95.0 74.52 STR 95.0 76.84 H.9 119.0 13.8 T.36 119.0 16.18 T.35 119.0 16.83 T.34 119.0 16.84 T.32 119.0 16.97 T.44 109.0 22.19 T.43 109.0 22.62 T.42 109.0 22.72 H.3 119.0 15.01 T.26 119.0 15.27 H.6 119.0 15.96 H.7 119.0 16.12 T.28 119.0 16.32 T.31 119.0 16.87 H.2 119.0 15.39 H.1 119.0 15.79 H.5 119.0 16.08 H.10 119.0 16.28 T.29 119.0 16.38 T.33 119.0 16.76 T.38 119.0 16.85 H.14 119.0 16.89 H.19 119.0 16.92 H.16 119.0 16.94 H.15 119.0 16.96 T.46 119.0 17.04 H.24 119.0 17.18 H.18 119.0 17.32 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.4) Date 3/10/2023 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.13 119.0 16.19 H.20 119.0 16.21 H.11 119.0 16.93 H.17 119.0 16.97 H.23 119.0 17.0 H.22 109.0 22.67 T.45 109.0 22.68 H.21 109.0 22.68 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.4) 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 H.4 119 4.90 10.47 0.75 Utr 2.0 7.000 150 12.000 to 2.000 0.0 T.25 119 10.47 0.671 9.000 0.2293 2.064 Vel= 9.50 T.25 119 -6.16 0.75 Utb 17.0 10.000 150 14.064 to Utr 2.0 19.000 0.0 H.8 119 4.31 0.671 29.000 0.0444 1.287 Vel = 3.91 H.8 119 0.0 0.75 Utr 2.0 13.000 150 15.351 to 2.000 0.0 H.12 119 4.31 0.671 15.000 0.0444 0.666 Vel = 3.91 H.12 119 0.0 0.75 Utr 2.0 3.000 150 16.017 to 2.000 0.0 T.39 119 4.31 0.671 5.000 0.0444 0.222 Vel = 3.91 T.39 119 0.48 0.75 Utb 17.0 7.000 150 16.239 to 17.000 0.0 T.40 119 4.79 0.671 24.000 0.0540 1.296 Vel= 4.35 T.40 119 2.03 1 Utb 17.0 18.000 150 17.535 to 14.000 4.331 T.41 109 6.82 0.862 32.000 0.0306 0.979 Vel= 3.75 T.41 109 10.15 1.25 T 2.44 6.000 150 22.845 to 2.440 0.0 S.1 109 16.97 1.054 8.440 0.0621 0.524 Vel= 6.24 S.1 109 0.0 1.25 E 1.22 8.000 150 23.369 to 1.220 21.063 **Fixed Loss = 15 PRV 95 16.97 1.054 9.220 0.0623 0.574 Vel = 6.24 PRV 95 0.0 1.25 2.000 150 45.006 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 59.130 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 62.488 to E 1.22 3.661 3.000 ** Fixed Loss= 3 MTR 95 21.97 1.054 53.661 0.1002 5.375 Vel = 8.08 MTR 95 0.0 1 20.000 150 70.863 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 74.515 to 1.000 ** Fixed Loss= 1 STR 95 21.97 0.995 10.000 0.1325 1.325 Vel= 9.07 0.0 STR 21.97 76.840 K Factor= 2.51 H.4 119 6.50 0.75 Utr 2.0 17.000 150 12.000 to 2.000 0.0 H.9 119 6.5 0.671 19.000 0.0949 1.803 Vel= 5.90 H.9 119 0.0 0.75 Utb 17.0 8.000 150 13.803 to 17.000 0.0 T.36 119 6.5 0.671 25.000 0.0949 2.372 Vel = 5.90 T.36 119 -0.48 1 Uel 11.0 15.000 150 16.175 to 12.000 0.0 T.35 119 6.02 0.862 27.000 0.0243 0.656 Vel= 3.31 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.4) 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 T.35 119 0.0 1.25 1.000 150 16.831 to 0.0 T.34 119 6.02 1.054 1.000 0.0090 0.009 Vel = 2.21 T.34 119 1.71 1.25 Utr 4.0 4.814 150 16.840 to 4.000 0.0 T.32 119 7.73 1.054 8.814 0.0145 0.128 Vel = 2.84 T.32 119 2.43 1.25 Utr 4.0 33.000 150 16.968 to 4.000 4.331 T.44 109 10.16 1.054 37.000 0.0240 0.889 Vel = 3.74 T.44 109 0.0 1.25 Uel 11.0 7.000 150 22.188 to 11.000 0.0 T.43 109 10.16 1.054 18.000 0.0241 0.433 Vel = 3.74 T.43 109 -0.75 1.25 Utr 4.0 1.000 150 22.621 to 4.000 0.0 T.42 109 9.41 1.054 5.000 0.0208 0.104 Vel= 3.46 T.42 109 0.75 1.25 Utr 4.0 1.000 150 22.725 to 4.000 0.0 T.41 109 10.16 1.054 5.000 0.0240 0.120 Vel= 3.74 0.0 T.41 10.16 22.845 K Factor= 2.13 T.25 119 6.16 0.75 Utr 2.0 9.000 150 14.064 to 2.000 0.0 H.3 119 6.16 0.671 11.000 0.0859 0.945 Vel = 5.59 H.3 119 0.0 0.75 3.000 150 15.009 to 0.0 T.26 119 6.16 0.671 3.000 0.0860 0.258 Vel = 5.59 T.26 119 -2.82 0.75 Utb 17.0 6.000 150 15.267 to Utr 2.0 19.000 0.0 H.6 119 3.34 0.671 25.000 0.0277 0.692 Vel = 3.03 H.6 119 0.0 0.75 Utr 2.0 4.000 150 15.959 to 2.000 0.0 H.7 119 3.34 0.671 6.000 0.0277 0.166 Vel= 3.03 H.7 119 0.0 0.75 Utr 2.0 5.000 150 16.125 to 2.000 0.0 T.28 119 3.34 0.671 7.000 0.0277 0.194 Vel= 3.03 T.28 119 0.0 0.75 Utb 17.0 3.000 150 16.319 to 17.000 0.0 T.31 119 3.34 0.671 20.000 0.0277 0.554 Vel= 3.03 T.31 119 -0.91 1 Utb 17.0 7.000 150 16.873 to 14.000 0.0 T.32 119 2.43 0.862 21.000 0.0045 0.095 Vel = 1.34 0.0 T.32 2.43 16.968 K Factor= 0.59 T.26 119 2.82 0.75 Utr 2.0 4.000 150 15.267 to 2.000 0.0 H.2 119 2.82 0.671 6.000 0.0202 0.121 Vel = 2.56 H.2 119 0.0 0.75 Utr 2.0 18.000 150 15.388 to 2.000 0.0 H.1 119 2.82 0.671 20.000 0.0202 0.405 Vel = 2.56 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.4) 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.1 119 0.0 0.75 Utr 2.0 12.000 150 15.793 to 2.000 0.0 H.5 119 2.82 0.671 14.000 0.0202 0.283 Vel= 2.56 H.5 119 0.0 0.75 Utr 2.0 8.000 150 16.076 to 2.000 0.0 H.10 119 2.82 0.671 10.000 0.0203 0.203 Vel = 2.56 H.10 119 0.0 0.75 Utr 2.0 3.000 150 16.279 to 2.000 0.0 T.29 119 2.82 0.671 5.000 0.0202 0.101 Vel = 2.56 T.29 119 0.0 0.75 Utb 17.0 2.000 150 16.380 to 17.000 0.0 T.33 119 2.82 0.671 19.000 0.0202 0.384 Vel= 2.56 T.33 119 -1.71 0.75 Utr 2.0 5.000 150 16.764 to Utb 17.0 19.000 0.0 T.38 119 1.11 0.671 24.000 0.0036 0.087 Vel= 1.01 T.38 119 0.0 0.75 Utr 2.0 9.000 150 16.851 to 2.000 0.0 H.14 119 1.11 0.671 11.000 0.0036 0.040 Vel= 1.01 H.14 119 0.0 0.75 8.000 150 16.891 to 0.0 H.19 119 1.11 0.671 8.000 0.0036 0.029 Vel= 1.01 H.19 119 0.0 0.75 Utr 2.0 4.000 150 16.920 to 2.000 0.0 H.16 119 1.11 0.671 6.000 0.0035 0.021 Vel = 1.01 H.16 119 0.0 0.75 Utr 2.0 2.000 150 16.941 to 2.000 0.0 H.15 119 1.11 0.671 4.000 0.0038 0.015 Vel = 1.01 H.15 119 0.0 0.75 Utr 2.0 22.000 150 16.956 to 2.000 0.0 T.46 119 1.11 0.671 24.000 0.0036 0.086 Vel = 1.01 T.46 119 0.91 0.75 13.000 150 17.042 to 0.0 H.24 119 2.02 0.671 13.000 0.0109 0.142 Vel = 1.83 H.24 119 0.0 0.75 Utr 2.0 10.000 150 17.184 to 2.000 0.0 H.18 119 2.02 0.671 12.000 0.0110 0.132 Vel= 1.83 H.18 119 0.0 0.75 Utb 17.0 1.000 150 17.316 to Utr 2.0 19.000 0.0 T.40 119 2.02 0.671 20.000 0.0110 0.219 Vel= 1.83 0.0 T.40 2.02 17.535 K Factor= 0.48 T.36 119 0.48 0.75 Utb 17.0 6.000 150 16.175 to Utr 2.0 19.000 0.0 H.13 119 0.48 0.671 25.000 0.0008 0.019 Vel = 0.44 H.13 119 0.0 0.75 16.000 150 16.194 to 0.0 H.20 119 0.48 0.671 16.000 0.0008 0.012 Vel= 0.44 H.20 119 0.0 0.75 Utb 17.0 24.000 150 16.206 to Utr 2.0 19.000 0.0 T.39 119 0.48 0.671 43.000 0.0008 0.033 Vel= 0.44 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.4) 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.39 0.48 16.239 K Factor= 0.12 T.33 119 1.71 1 Utb 17.0 18.000 150 16.764 to 14.000 0.0 T.34 119 1.71 0.862 32.000 0.0024 0.076 Vel= 0.94 0.0 T.34 1.71 16.840 K Factor= 0.42 T.31 119 0.92 0.75 Utb 17.0 5.000 150 16.873 to Utr 2.0 19.000 0.0 H.11 119 0.92 0.671 24.000 0.0025 0.061 Vel= 0.83 H.11 119 0.0 0.75 Utr 2.0 11.000 150 16.934 to 2.000 0.0 H.17 119 0.92 0.671 13.000 0.0025 0.032 Vel= 0.83 H.17 119 0.0 0.75 Utr 2.0 10.000 150 16.966 to 2.000 0.0 H.23 119 0.92 0.671 12.000 0.0026 0.031 Vel= 0.83 H.23 119 0.0 0.75 Utb 17.0 1.000 150 16.997 to 17.000 0.0 T.46 119 0.92 0.671 18.000 0.0025 0.045 Vel= 0.83 0.0 T.46 0.92 17.042 K Factor= 0.22 T.43 109 0.75 0.75 Utb 17.0 11.000 150 22.621 to Utr 2.0 19.000 0.0 H.22 109 0.75 0.671 30.000 0.0017 0.052 Vel = 0.68 H.22 109 0.0 0.75 4.000 150 22.673 to 0.0 T.45 109 0.75 0.671 4.000 0.0018 0.007 Vel = 0.68 T.45 109 0.0 0.75 Utr 2.0 1.000 150 22.680 to 2.000 0.0 H.21 109 0.75 0.671 3.000 0.0017 0.005 Vel = 0.68 H.21 109 0.0 0.75 Utb 17.0 4.000 150 22.685 to Utr 2.0 19.000 0.0 T.42 109 0.75 0.671 23.000 0.0017 0.040 Vel = 0.68 0.0 T.42 0.75 22.725 K Factor= 0.16 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: 023 NICET Certification No. 113889 Water-Based Systems Layout - Level IV Certification Expires: June 1, 2023 UPOn01 AquaSAFETM Fire Safety System OFFICE COPY Uponor, Inc. 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : SOUTH RIVER TERRACE-Two Head Calculation (H.20 & H.13) Drawing : RESIDENTIAL Location : STACKED DUPLEX-UNIT 1A TIGARD OR Remote Area : 1 Contract : 43463F 004 R1 Data File : 43463F 004 R1 Duplex, Unit 1A+ 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.20 &H.13) Date 3/10/2023 HYDRAULIC DESIGN INFORMATION SHEET Name - SOUTH RIVER TERRACE Date - 10/03/2022 Location - TIGARD OR Building - RESIDENTIAL System No. - 1 Contractor - WOLCOTT PLUMBING Contract No. - 43463F 004 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: ( )l (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 Ii-Factor 4.9 G Note: Temperature Rating 162 N Calculation Gpm Required 26.1331 Psi Required 96.77 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) - 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-Two Head Calculation (H.20& H.13) Date 3/10/2023 City Water Supply: Demand: C1 -Static Pressure : 108 D1 - Elevation : 10.394 C2- Residual Pressure: 103 D2- System Flow : 26.133 C2- Residual Flow : 300 D2- System Pressure : 96.766 Hose( Demand) : 5 D3- System Demand : 31.133 Safety Margin : 11.158 150 140 130 p 120 C1 R 110 o C2 D9 E100 S 90 D S 80 U 70 R 60 E 50 40 30 20 10 9 D1 . 1 . . 1 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.20& H.13) 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 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.20& H.13) Date 3/10/2023 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 108.0 103 300.0 107.924 31.13 96.766 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.20 119.0 4.9 7.04 13.0 0.05 256 T.39 119.0 18.19 T.40 119.0 21.99 T.41 109.0 28.71 S.1 109.0 29.88 PRV 95.0 52.21 SMTR 95.0 66.49 TEE 95.0 73.95 5.0 MTR 95.0 87.19 CRB 95.0 93.24 STR 95.0 96.77 H.13 119.0 4.9 7.18 13.13 0.05 256 T.36 119.0 18.24 T.35 119.0 20.78 T.34 119.0 20.82 T.32 119.0 21.16 T.44 109.0 27.34 T.43 109.0 28.24 T.42 109.0 28.46 H.12 119.0 18.28 H.8 119.0 18.54 T.25 119.0 19.05 H.3 119.0 19.71 T.26 119.0 19.88 H.6 119.0 20.41 H.7 119.0 20.53 T.28 119.0 20.68 T.31 119.0 21.1 H.11 119.0 21.17 H.17 119.0 21.2 H.23 119.0 21.24 T.46 119.0 21.29 H.24 119.0 21.49 H.18 119.0 21.68 H.9 119.0 18.62 H.4 119.0 18.92 H.2 119.0 19.96 H.1 119.0 20.21 H.5 119.0 20.38 H.10 119.0 20.5 T.29 119.0 20.57 T.33 119.0 20.8 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.20 & H.13) Date 3/10/2023 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.38 119.0 20.95 H.14 119.0 21.02 H.19 119.0 21.07 H.16 119.0 21.11 H.15 119.0 21.14 H.22 109.0 28.35 T.45 109.0 28.37 H.21 109.0 28.38 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.20&H.13) 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.20 119 4.90 11.19 0.75 Utb 17.0 24.000 150 7.040 to Utr 2.0 19.000 0.0 T.39 119 11.19 0.671 43.000 0.2593 11.150 Vel= 10.15 T.39 119 -2.61 0.75 Utb 17.0 7.000 150 18.190 to 17.000 0.0 T.40 119 8.58 0.671 24.000 0.1584 3.802 Vel = 7.78 T.40 119 2.46 1 Utb 17.0 18.000 150 21.992 to 14.000 4.331 T.41 109 11.04 0.862 32.000 0.0746 2.387 Vel = 6.07 T.41 109 15.09 1.25 T 2.44 6.000 150 28.710 to 2.440 0.0 S.1 109 26.13 1.054 8.440 0.1380 1.165 Vel = 9.61 S.1 109 0.0 1.25 E 1.22 8.000 150 29.875 to 1.220 21.063 * * Fixed Loss= 15 PRV 95 26.13 1.054 9.220 0.1381 1.273 Vel= 9.61 PRV 95 0.0 1.25 2.000 150 52.211 to 14.000 ** Fixed Loss = 14 SMTR 95 26.13 1.054 2.000 0.1380 0.276 Vel = 9.61 SMTR 95 0.0 1.25 E 1.22 50.000 150 66.487 to G 0.407 4.067 0.0 TEE 95 26.13 1.054 T 2.44 54.067 0.1380 7.462 Vel= 9.61 TEE 95 H5 5.00 1.25 T 2.44 50.000 150 73.949 to E 1.22 3.661 3.000 ** Fixed Loss=3 MTR 95 31.13 1.054 53.661 0.1908 10.239 Vel = 11.45 MTR 95 0.0 1 20.000 150 87.188 to 1.000 ** Fixed Loss= 1 CRB 95 31.13 0.995 20.000 0.2526 5.052 Vel = 12.84 CRB 95 0.0 1 10.000 150 93.240 to 1.000 ** Fixed Loss= 1 STR 95 31.13 0.995 10.000 0.2526 2.526 Vel= 12.84 0.0 STR 31.13 96.766 K Factor= 3.16 H.20 119 1.81 0.75 16.000 150 7.040 to 0.0 H.13 119 1.81 0.671 16.000 0.0089 0.142 Vel = 1.64 H.13 119 4.90 13.13 0.75 Utb 17.0 6.000 150 7.182 to Utr 2.0 19.000 0.0 T.36 119 14.94 0.671 25.000 0.4424 11.059 Vel = 13.55 T.36 119 -2.43 1 Uel 11.0 15.000 150 18.241 to 12.000 0.0 T.35 119 12.51 0.862 27.000 0.0941 2.541 Vel = 6.88 T.35 119 0.0 1.25 1.000 150 20.782 to 0.0 T.34 119 12.51 1.054 1.000 0.0360 0.036 Vel = 4.60 T.34 119 0.68 1.25 Utr 4.0 4.814 150 20.818 to 4.000 0.0 T.32 119 13.19 1.054 8.814 0.0389 0.343 Vel = 4.85 T.32 119 1.91 1.25 Utr 4.0 33.000 150 21.161 to 4.000 4.331 T.44 109 15.1 1.054 37.000 0.0500 1.850 Vel = 5.55 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.20 &H.13) 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 T.44 109 0.0 1.25 Uel 11.0 7.000 150 27.342 to 11.000 0.0 T.43 109 15.1 1.054 18.000 0.0501 0.901 Vel = 5.55 T.43 109 -1.11 1.25 Utr 4.0 1.000 150 28.243 to 4.000 0.0 T.42 109 13.99 1.054 5.000 0.0434 0.217 Vel= 5.14 T.42 109 1.11 1.25 Utr 4.0 1.000 150 28.460 to 4.000 0.0 T.41 109 15.1 1.054 5.000 0.0500 0.250 Vel= 5.55 0.0 T.41 15.10 28.710 K Factor= 2.82 T.39 119 2.62 0.75 Utr 2.0 3.000 150 18.190 to 2.000 0.0 H.12 119 2.62 0.671 5.000 0.0176 0.088 Vel= 2.38 H.12 119 0.0 0.75 Utr 2.0 13.000 150 18.278 to 2.000 0.0 H.8 119 2.62 0.671 15.000 0.0176 0.264 Vel= 2.38 H.8 119 0.0 0.75 Utb 17.0 10.000 150 18.542 to Utr 2.0 19.000 0.0 T.25 119 2.62 0.671 29.000 0.0176 0.511 Vel= 2.38 T.25 119 2.42 0.75 Utr 2.0 9.000 150 19.053 to 2.000 0.0 H.3 119 5.04 0.671 11.000 0.0594 0.653 Vel= 4.57 1 H.3 119 0.0 0.75 3.000 150 19.706 to 0.0 T.26 119 5.04 0.671 3.000 0.0590 0.177 Vel = 4.57 T.26 119 -2.16 0.75 Utb 17.0 6.000 150 19.883 to Utr 2.0 19.000 0.0 H.6 119 2.88 0.671 25.000 0.0210 0.525 Vel= 2.61 H.6 119 0.0 0.75 Utr 2.0 4.000 150 20.408 to 2.000 0.0 H.7 119 2.88 0.671 6.000 0.0208 0.125 Vel= 2.61 H.7 119 0.0 0.75 Utr 2.0 5.000 150 20.533 to 2.000 0.0 T.28 119 2.88 0.671 7.000 0.0210 0.147 Vel= 2.61 T.28 119 0.0 0.75 Utb 17.0 3.000 150 20.680 to 17.000 0.0 T.31 119 2.88 0.671 20.000 0.0210 0.420 Vel = 2.61 T.31 119 -1.92 0.75 Utb 17.0 5.000 150 21.100 to Utr 2.0 19.000 0.0 H.11 119 0.96 0.671 24.000 0.0028 0.066 Vel= 0.87 H.11 119 0.0 0.75 Utr 2.0 11.000 150 21.166 to 2.000 0.0 H.17 119 0.96 0.671 13.000 0.0028 0.036 Vel= 0.87 H.17 119 0.0 0.75 Utr 2.0 10.000 150 21.202 to 2.000 0.0 H.23 119 0.96 0.671 12.000 0.0028 0.034 Vel= 0.87 H.23 119 0.0 0.75 Utb 17.0 1.000 150 21.236 to 17.000 0.0 T.46 119 0.96 0.671 18.000 0.0028 0.050 Vel= 0.87 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.20& H.13) 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.46 119 1.50 0.75 13.000 150 21.286 to 0.0 H.24 119 2.46 0.671 13.000 0.0157 0.204 Vel = 2.23 H.24 119 0.0 0.75 Utr 2.0 10.000 150 21.490 to 2.000 0.0 H.18 119 2.46 0.671 12.000 0.0157 0.188 Vel = 2.23 H.18 119 0.0 0.75 Utb 17.0 1.000 150 21.678 to Utr 2.0 19.000 0.0 T.40 119 2.46 0.671 20.000 0.0157 0.314 Vel= 2.23 0.0 T.40 2.46 21.992 K Factor= 0.52 T.36 119 2.43 0.75 Utb 17.0 8.000 150 18.241 to 17.000 0.0 H.9 119 2.43 0.671 25.000 0.0153 0.383 Vel= 2.20 H.9 119 0.0 0.75 Utr 2.0 17.000 150 18.624 to 2.000 0.0 H.4 119 2.43 0.671 19.000 0.0153 0.291 Vel= 2.20 H.4 119 0.0 0.75 Utr 2.0 7.000 150 18.915 to 2.000 0.0 T.25 119 2.43 0.671 9.000 0.0153 0.138 Vel= 2.20 0.0 T.25 2.43 19.053 K Factor= 0.56 T.26 119 2.17 0.75 Utr 2.0 4.000 150 19.883 to 2.000 0.0 H.2 119 2.17 0.671 6.000 0.0125 0.075 Vel = 1.97 H.2 119 0.0 0.75 Utr 2.0 18.000 150 19.958 to 2.000 0.0 H.1 119 2.17 0.671 20.000 0.0124 0.249 Vel = 1.97 H.1 119 0.0 0.75 Utr 2.0 12.000 150 20.207 to 2.000 0.0 H.5 119 2.17 0.671 14.000 0.0124 0.174 Vel = 1.97 H.5 119 0.0 0.75 Utr 2.0 8.000 150 20.381 to 2.000 0.0 H.10 119 2.17 0.671 10.000 0.0124 0.124 Vel = 1.97 H.10 119 0.0 0.75 Utr 2.0 3.000 150 20.505 to 2.000 0.0 T.29 119 2.17 0.671 5.000 0.0126 0.063 Vel = 1.97 T.29 119 0.0 0.75 Utb 17.0 2.000 150 20.568 to 17.000 0.0 T.33 119 2.17 0.671 19.000 0.0124 0.236 Vel = 1.97 T.33 119 -0.67 0.75 Utr 2.0 5.000 150 20.804 to Utb 17.0 19.000 0.0 T.38 119 1.5 0.671 24.000 0.0062 0.150 Vel = 1.36 T.38 119 0.0 0.75 Utr 2.0 9.000 150 20.954 to 2.000 0.0 H.14 119 1.5 0.671 11.000 0.0063 0.069 Vel = 1.36 H.14 119 0.0 0.75 8.000 150 21.023 to 0.0 H.19 119 1.5 0.671 8.000 0.0062 0.050 Vel = 1.36 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.20&H.13) 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 H.19 119 0.0 0.75 Utr 2.0 4.000 150 21.073 to 2.000 0.0 H.16 119 1.5 0.671 6.000 0.0062 0.037 Vel = 1.36 H.16 119 0.0 0.75 Utr 2.0 2.000 150 21.110 to 2.000 0.0 I H.15 119 1.5 0.671 4.000 0.0065 0.026 Vel = 1.36 H.15 119 0.0 0.75 •Utr 2.0 22.000 150 21.136 to 2.000 0.0 T.46 119 1.5 0.671 24.000 0.0062 0.150 Vel = 1.36 0.0 T.46 1.50 21.286 K Factor= 0.33 T.33 119 0.67 1 Utb 17.0 18.000 150 20.804 to 14.000 0.0 T.34 119 0.67 0.862 32.000 0.0004 0.014 Vel= 0.37 0.0 T.34 0.67 20.818 K Factor= 0.15 T.31 119 1.91 1 Utb 17.0 7.000 150 21.100 to 14.000 0.0 T.32 119 1.91 0.862 21.000 0.0029 0.061 Vel = 1.05 0.0 T.32 1.91 21.161 K Factor= 0.42 T.43 109 1.11 0.75 Utb 17.0 11.000 150 28.243 to Utr 2.0 19.000 0.0 H.22 109 1.11 0.671 30.000 0.0036 0.108 Vel= 1.01 H.22 109 0.0 0.75 4.000 150 28.351 to 0.0 T.45 109 1.11 0.671 4.000 0.0038 0.015 Vel= 1.01 T.45 109 0.0 0.75 Utr 2.0 1.000 150 28.366 to 2.000 0.0 H.21 109 1.11 0.671 3.000 0.0033 0.010 Vel = 1.01 H.21 109 0.0 0.75 Utb 17.0 4.000 150 28.376 to Utr 2.0 19.000 0.0 T.42 109 1.11 0.671 23.000 0.0037 0.084 Vel = 1.01 0.0 T.42 1.11 28.460 K Factor= 0.21 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087