Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Specifications (2)
OFFICE USE ONLY—SITE ADDRESS: \VAk I(tirab L . 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 e r Transmittal Letter T T G A R D 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439•www.tigard-or.gov TO: Julie Drinkwater DATE RECEIVED: DEPT: BUILDING DIVISION ECEI IF FROM: Mark Baleme MAR .; 202' COMPANY: Wolcott Plumbing (TV o1.-gent 21,�; Dirt' DiVoep T PHONE: 503-667-1761 X 3001 EMAIL: mbaleme@wolcott.pro RE: 16791 SW Colorado LN MST2022-00340 (Site Address) (Permit Number) South River Terrace/Bld 1 /Unit 2 (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: y - 23 Initials: :ALL") Fees Due: ❑ Yes ❑No Fee Description: Amount Due: ‘57121,-*- ra-,a.,.4 .+yt 1/103/1-1 $ /'y (0) $ $ Special Instructions: Reprint Permit(per PE : ❑ Yes fI No ❑ Done Applicant Notified: J Date: 411/6I j 1 •t1.4 I LE D MAU, • Initials: WO 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: 3'/ 23 NICET Certification No. 113889 Water-Based Systems Layout - Level IV Certification Expires: June 1, 2023 AquaSAFETM Fire Safety System oFPCE 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 2 TIGARD OR Remote Area : 1 Contract : 43463F 005 R1 Data File : 43463F 005 R1 Duplex, Unit 2+ Mirror.wx1 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 005 Rl 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 73.98 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) - 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: C1 -Static Pressure : 108 D1 - Elevation : 6.063 C2- Residual Pressure: 103 D2- System Flow : 16.974 C2-Residual Flow : 300 D2-System Pressure : 73.980 Hose ( Demand ) : 5 D3-System Demand : 21.974 Safety Margin : 33.981 150 140 130 p120 R 110 o Cl— C2 E 100 S 90 S 80 Liz U 70 D3 R 60 E 50 40 30 20 10 a ..9� , . . . . . 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 % % 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 73.98 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.4 109.0 4.9 12.0 16.97 0.05 324 H.6 109.0 13.9 T.16 109.0 14.42 H.9 109.0 16.33 T.19 109.0 17.2 T.21 109.0 17.56 T.22 109.0 18.07 T.24 109.0 18.26 T.25 109.0 18.33 S.1 109.0 19.84 PRV 95.0 41.48 SMTR 95.0 55.61 TEE 95.0 58.96 5.0 MTR 95.0 67.34 CRB 95.0 71.65 STR 95.0 73.98 H.1 109.0 13.52 T.15 109.0 14.35 H.5 109.0 15.69 T.18 109.0 16.07 H.3 109.0 14.61 H.2 109.0 15.05 H.7 109.0 15.48 H.12 109.0 15.84 T.26 109.0 16.17 T.27 109.0 16.41 H.14 109.0 16.53 H.13 109.0 16.85 H.8 109.0 16.09 T.23 109.0 16.12 H.11 109.0 16.13 H.10 109.0 17.39 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 5 SOUTH RIVER TERRACE-One Head Calculation (H.4) 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.4 109 4.90 9.00 0.75 Utr 2.0 9.000 150 12.000 to 2.000 0.0 H.6 109 9.0 0.671 11.000 0.1732 1.905 Vel = 8.17 H.6 109 0.0 0.75 Utr 2.0 1.000 150 13.905 to 2.000 0.0 T.16 109 9.0 0.671 3.000 0.1733 0.520 Vel = 8.17 T.16 109 0.0 0.75 Utr 2.0 9.000 150 14.425 to 2.000 0.0 H.9 109 9.0 0.671 11.000 0.1732 1.905 Vel = 8.17 H.9 109 0.0 0.75 Utr 2.0 3.000 150 16.330 to 2.000 0.0 T.19 109 9.0 0.671 5.000 0.1732 0.866 Vel = 8.17 T.19 109 -1.63 0.75 Utr 2.0 1.000 150 17.196 to 2.000 0.0 T.21 109 7.37 0.671 3.000 0.1197 0.359 Vel= 6.69 T.21 109 1.63 0.75 Utr 2.0 1.000 150 17.555 to 2.000 0.0 T.22 109 9.0 0.671 3.000 0.1730 0.519 Vel = 8.17 T.22 109 4.05 1.25 Utr 4.0 1.000 150 18.074 to 4.000 0.0 T.24 109 13.05 1.054 5.000 0.0382 0.191 Vel= 4.80 T.24 109 3.92 1.25 1.000 150 18.265 to 0.0 T.25 109 16.97 1.054 1.000 0.0620 0.062 Vel = 6.24 T.25 109 0.0 1.25 Uel 11.0 10.996 150 18.327 to T 2.44 13.440 0.0 S.1 109 16.97 1.054 24.436 0.0621 1.518 Vel = 6.24 S.1 109 0.0 1.25 E 1.22 8.000 150 19.845 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 41.482 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 55.606 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 58.964 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 25.000 150 67.339 to 1.000 ** Fixed Loss= 1 CRB 95 21.97 0.995 25.000 0.1326 3.315 Vel= 9.07 CRB 95 0.0 1 10.000 150 71.654 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 73.980 K Factor= 2.55 H.4 109 7.98 0.75 Utr 2.0 9.000 150 12.000 to 2.000 0.0 H.1 109 7.98 0.671 11.000 0.1385 1.523 Vel = 7.24 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.1 109 0.0 0.75 Utr 2.0 4.000 150 13.523 to 2.000 0.0 T.15 109 7.98 0.671 6.000 0.1385 0.831 Vel = 7.24 T.15 109 -3.21 0.75 Utb 17.0 6.000 150 14.354 to Utr 2.0 19.000 0.0 H.5 109 4.77 0.671 25.000 0.0536 1.340 Vel= 4.33 H.5 109 0.0 0.75 Utr 2.0 5.000 150 15.694 to 2.000 0.0 T.18 109 4.77 0.671 7.000 0.0536 0.375 Vel= 4.33 T.18 109 -0.85 0.75 2Utb 34.0 25.000 150 16.069 to 34.000 0.0 T.24 109 3.92 0.671 59.000 0.0372 2.196 Vel = 3.56 0.0 T.24 3.92 18.265 K Factor= 0.92 T.15 109 3.20 0.75 10.000 150 14.354 to 0.0 H.3 109 3.2 0.671 10.000 0.0256 0.256 Vel = 2.90 H.3 109 0.0 0.75 Utr 2.0 15.000 150 14.610 to 2.000 0.0 H.2 109 3.2 0.671 17.000 0.0256 0.436 Vel= 2.90 H.2 109 0.0 0.75 Utr 2.0 15.000 150 15.046 to 2.000 0.0 H.7 109 3.2 0.671 17.000 0.0256 0.435 Vel= 2.90 H.7 109 0.0 0.75 Utr 2.0 12.000 150 15.481 to 2.000 0.0 H.12 109 3.2 0.671 14.000 0.0256 0.359 Vel = 2.90 H.12 109 0.0 0.75 Utr 2.0 11.000 150 15.840 to 2.000 0.0 T.26 109 3.2 0.671 13.000 0.0255 0.332 Vel = 2.90 T.26 109 0.85 0.75 Utr 2.0 4.000 150 16.172 to 2.000 0.0 T.27 109 4.05 0.671 6.000 0.0397 0.238 Vel = 3.67 T.27 109 0.0 0.75 3.000 150 16.410 to 0.0 H.14 109 4.05 0.671 3.000 0.0397 0.119 Vel = 3.67 H.14 109 0.0 0.75 Utr 2.0 6.000 150 16.529 to 2.000 0.0 H.13 109 4.05 0.671 8.000 0.0396 0.317 Vel = 3.67 H.13 109 0.0 0.75 Utb 17.0 12.000 150 16.846 to Utr 2.0 19.000 0.0 T.22 109 4.05 0.671 31.000 0.0396 1.228 Vel= 3.67 0.0 T.22 4.05 18.074 K Factor= 0.95 T.18 109 0.85 0.75 Utr 2.0 8.000 150 16.069 to 2.000 0.0 H.8 109 0.85 0.671 10.000 0.0022 0.022 Vel= 0.77 H.8 109 0.0 0.75 Utr 2.0 13.000 150 16.091 to 2.000 0.0 T.23 109 0.85 0.671 15.000 0.0022 0.033 Vel = 0.77 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 °Mei, C3P , Uponor, Inc. 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : SOUTH RIVER TERRACE-Two Head Calculation (H.2& H.7) Drawing : RESIDENTIAL Location : STACKED DUPLEX- UNIT 2 TIGARD OR Remote Area : 1 Contract : 43463F 005 R1 Data File : 43463F 005 R1 Duplex, Unit 2 + 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.2& H.7) 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 005 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 - 109 Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 162 N Calculation Gpm Required 26.0026 Psi Required 96.89 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.2 & H.7) Date 3/10/2023 City Water Supply: Demand: Cl -Static Pressure : 108 D1 - Elevation : 6.063 C2-Residual Pressure: 103 D2-System Flow : 26.003 C2-Residual Flow : 300 D2-System Pressure : 96.890 Hose ( Demand) : 5 D3- System Demand : 31.003 Safety Margin : 11.035 150 140 130 p 120 R 110 O C1 C2 ❑2 -s E100 m — S 90 D S 80 U 70 t R 60 E 50 40 30 20 10 Q1 . , . . . , . . . . . . . . . . . , . . . . 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.2& H.7) 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.2 & H.7) 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 31.0 96.89 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.7 109.0 4.9 7.04 13.0 0.05 256 H.12 109.0 11.79 T.26 109.0 16.2 T.27 109.0 17.32 H.14 109.0 17.88 H.13 109.0 19.37 T.22 109.0 25.13 T.24 109.0 25.49 T.25 109.0 25.62 S.1 109.0 28.97 PRV 95.0 51.29 SMTR 95.0 65.56 TEE 95.0 72.96 5.0 MTR 95.0 86.12 CRB 95.0 93.38 STR 95.0 96.89 H.2 109.0 4.9 7.04 13.0 0.05 256 H.3 109.0 12.9 T.15 109.0 16.35 H.5 109.0 17.4 T.18 109.0 17.69 H.11 109.0 16.8 T.23 109.0 16.9 H.8 109.0 17.38 1-1.1 109.0 17.36 H.4 109.0 19.22 H.6 109.0 21.07 T.16 109.0 21.58 H.9 109.0 23.43 T.19 109.0 24.28 T.21 109.0 24.63 H.10 109.0 24.46 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 5 SOUTH RIVER TERRACE-Two Head Calculation (H.2& H.7) 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.7 109 4.90 12.95 0.75 Utr 2.0 12.000 150 7.040 to 2.000 0.0 H.12 109 12.95 0.671 14.000 0.3394 4.752 Vel = 11.75 H.12 109 0.0 0.75 Utr 2.0 11.000 150 11.792 to 2.000 0.0 T.26 109 12.95 0.671 13.000 0.3393 4.411 Vel= 11.75 T.26 109 -3.59 0.75 Utr 2.0 4.000 150 16.203 to 2.000 0.0 T.27 109 9.36 0.671 6.000 0.1862 1.117 Vel = 8.49 T.27 109 0.0 0.75 3.000 150 17.320 to 0.0 H.14 109 9.36 0.671 3.000 0.1860 0.558 Vel = 8.49 H.14 109 0.0 0.75 Utr 2.0 6.000 150 17.878 to 2.000 0.0 H.13 109 9.36 0.671 8.000 0.1860 1.488 Vel = 8.49 H.13 109 0.0 0.75 Utb 17.0 12.000 150 19.366 to Utr 2.0 19.000 0.0 T.22 109 9.36 0.671 31.000 0.1861 5.768 Vel = 8.49 T.22 109 8.87 1.25 Utr 4.0 1.000 150 25.134 to 4.000 0.0 T.24 109 18.23 1.054 5.000 0.0708 0.354 Vel = 6.70 T.24 109 7.77 1.25 1.000 150 25.488 to 0.0 T.25 109 26.0 1.054 1.000 0.1370 0.137 Vel= 9.56 T.25 109 0.0 1.25 Uel 11.0 10.996 150 25.625 to T 2.44 13.440 0.0 S.1 109 26.0 1.054 24.436 0.1367 3.341 Vet= 9.56 S.1 109 0.0 1.25 E 1.22 8.000 150 28.966 to 1.220 21.063 ** Fixed Loss= 15 PRV 95 26.0 1.054 9.220 0.1369 1.262 Vel = 9.56 PRV 95 0.0 1.25 2.000 150 51.291 to 14.000 ** Fixed Loss = 14 SMTR 95 26.0 1.054 2.000 0.1365 0.273 Vel = 9.56 SMTR 95 0.0 1.25 E 1.22 50.000 150 65.564 to G 0.407 4.067 0.0 TEE 95 26.0 1.054 T 2.44 54.067 0.1368 7.394 Vel= 9.56 TEE 95 H5 5.00 1.25 T 2.44 50.000 150 72.958 to E 1.22 3.661 3.000 **Fixed Loss=3 MTR 95 31.0 1.054 53.661 0.1893 10.159 Vel= 11.40 MTR 95 0.0 1 25.000 150 86.117 to 1.000 ** Fixed Loss= 1 CRB 95 31.0 0.995 25.000 0.2506 6.266 Vel = 12.79 CRB 95 0.0 1 10.000 150 93.383 to 1.000 ** Fixed Loss= 1 STR 95 31.0 0.995 10.000 0.2507 2.507 Vel= 12.79 0.0 STR 31.00 96.890 K Factor= 3.15 H.7 109 0.06 0.75 Utr 2.0 15.000 150 7.040 to 2.000 0.0 H.2 109 0.06 0.671 17.000 0 0.0 Vel = 0.05 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.2 & H.7) 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 H.2 109 4.90 13.00 0.75 Utr 2.0 15.000 150 7.040 to 2.000 0.0 H.3 109 13.06 0.671 17.000 0.3448 5.861 Vel= 11.85 H.3 109 0.0 0.75 10.000 150 12.901 to 0.0 T.15 109 13.06 0.671 10.000 0.3447 3.447 Vel= 11.85 T.15 109 -8.88 0.75 Utb 17.0 6.000 150 16.348 to Utr 2.0 19.000 0.0 H.5 109 4.18 0.671 25.000 0.0420 1.050 Vel = 3.79 H.5 109 0.0 0.75 Utr 2.0 5.000 150 17.398 to 2.000 0.0 T.18 109 4.18 0.671 7.000 0.0420 0.294 Vel= 3.79 T.18 109 3.60 0.75 2Utb 34.0 25.000 150 17.692 to 34.000 0.0 T.24 109 7.78 0.671 59.000 0.1321 7.796 Vel = 7.06 0.0 T.24 7.78 25.488 K Factor= 1.54 T.26 109 3.59 0.75 Utb 17.0 2.000 150 16.203 to 17.000 0.0 H.11 109 3.59 0.671 19.000 0.0317 0.602 Vel= 3.26 H.11 109 0.0 0.75 Utr 2.0 1.000 150 16.805 to 2.000 0.0 T.23 109 3.59 0.671 3.000 0.0317 0.095 Vel = 3.26 T.23 109 0.0 0.75 Utr 2.0 13.000 150 16.900 to 2.000 0.0 H.8 109 3.59 0.671 15.000 0.0317 0.475 Vel= 3.26 H.8 109 0.0 0.75 Utr 2.0 8.000 150 17.375 to 2.000 0.0 T.18 109 3.59 0.671 10.000 0.0317 0.317 Vel = 3.26 0.0 T.18 3.59 17.692 K Factor= 0.85 T.15 109 8.87 0.75 Utr 2.0 4.000 150 16.348 to 2.000 0.0 H.1 109 8.87 0.671 6.000 0.1688 1.013 Vel= 8.05 H.1 109 0.0 0.75 Utr 2.0 9.000 150 17.361 to 2.000 0.0 H.4 109 8.87 0.671 11.000 0.1686 1.855 Vel = 8.05 H.4 109 0.0 0.75 Utr 2.0 9.000 150 19.216 to 2.000 0.0 H.6 109 8.87 0.671 11.000 0.1687 1.856 Vel= 8.05 H.6 109 0.0 0.75 Utr 2.0 1.000 150 21.072 to 2.000 0.0 T.16 109 8.87 0.671 3.000 0.1687 0.506 Vel= 8.05 T.16 109 0.0 0.75 Utr 2.0 9.000 150 21.578 to 2.000 0.0 H.9 109 8.87 0.671 11.000 0.1687 1.856 Vel= 8.05 H.9 109 0.0 0.75 Utr 2.0 3.000 150 23.434 to 2.000 0.0 T.19 109 8.87 0.671 5.000 0.1688 0.844 Vel = 8.05 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087