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Uponor, Inc. Page 1 ROSHAK AT RIVER TERRACE - One Head Calculation (H.3) Date 8/14/2020 HYDRAULIC DESIGN INFORMATION SHEET Name - ROSHAK AT RIVER TERRACE Date - 8-13-2019 Location - TIGARD OR Building - RESIDENTIAL System No. - 1 Contractor - WOLCOTT PLUMBING Contract No. - U190812-01 Calculated By - NOAH EAKMAN Drawing No. - x Construction: (X) Combustible ( ) Non-Combustible Ceiling Height x 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 S ( ) 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 - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make SENJU Model RC-RES I Elevation at Highest Outlet - 128 Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 162 N Calculation Gpm Required 13 Psi Required 28.52 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) - 55 Elev. R Residual (Psi) - 50 Other Well Flow (Gpm) - 300 Proof Flow Gpm S Elevation - 100 P Location: x P L Source of Information: x Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C Uponor, Inc. Page 2 ROSHAK AT RIVER TERRACE- One Head Calculation (H.3) Date 8/14/2020 City Water Supply: Demand: C1 -Static Pressure : 55 D1 - Elevation : 12.127 C2- Residual Pressure: 50 D2-System Flow : 13.001 C2- Residual Flow : 300 D2- System Pressure : 28.522 Hose ( Demand ) D3 - System Demand : 13.001 Safety Margin : 26.463 150 140 130 p 120 R 110 E 100 S 90 S 80 U 70 R 60 C1 • C2 E 50 40 D2 30 • 20 10 D1 50 100 150 200 250 300 350 400 450 FLOW ( N ^ 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Uponor, Inc. Page 3 ROSHAK AT RIVER TERRACE-One Head Calculation (H.3) Date 8/14/2020 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 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 ROSHAK AT RIVER TERRACE-One Head Calculation (H.3) Date 8/14/2020 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 55.0 50 300.0 54.985 13.0 28.522 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.3 128.0 4.9 7.04 13.0 H.1 128.0 7.49 T.10 128.0 7.65 T.11 118.0 12.24 T.16 118.0 12.3 T.21 118.0 12.35 T.20 118.0 12.38 T.12 108.0 17.38 S.1 104.0 19.81 MTR 100.0 26.3 STR 100.0 28.52 H.4 128.0 7.39 T.17 128.0 7.55 T.18 118.0 12.24 T.25 118.0 12.33 H.8 118.0 12.36 T.31 118.0 12.38 T.30 108.0 16.93 T.28 108.0 16.99 T.24 108.0 17.0 H.6 128.0 7.64 T.23 128.0 7.73 T.26 118.0 12.33 T.27 108.0 16.92 T.13 128.0 7.69 T.14 128.0 7.71 T.19 128.0 7.75 H.9 128.0 7.74 H.5 118.0 12.24 H.2 118.0 12.24 T.22 118.0 12.36 T.33 118.0 12.38 T.32 118.0 12.39 H.7 108.0 16.92 T.29 108.0 16.93 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 5 ROSHAK AT RIVER TERRACE -One Head Calculation (H.3) Date 8/14/2020 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 *Remote Head to Supply H.3 128 4.90 5.21 1 Utr 2.0 22.000 150 7.040 to 0.0 2.000 0.0 H.1 128 5.21 0.862 0.0 24.000 0.0186 0.446 Vel = 2.86 H.1 128 0.0 1 Utr 2.0 7.000 150 7.486 to 0.0 2.000 0.0 T.10 128 5.21 0.862 0.0 9.000 0.0186 0.167 Vel = 2.86 T.10 128 -2.49 1 2Utb 34.0 17.000 150 7.653 to 0.0 28.000 4.331 T.11 118 2.72 0.862 0.0 45.000 0.0056 0.252 Vel= 1.50 T.11 118 0.08 1 Utr 2.0 9.000 150 12.236 to 0.0 2.000 0.0 T.16 118 2.8 0.862 0.0 11.000 0.0058 0.064 Vel= 1.54 T.16 118 0.0 1 Utr 2.0 7.000 150 12.300 to 0.0 2.000 0.0 T.21 118 2.8 0.862 0.0 9.000 0.0060 0.054 Vel = 1.54 T.21 118 -1.88 1 2Utb 34.0 2.000 150 12.354 to 0.0 28.000 0.0 T.20 118 0.92 0.862 0.0 30.000 0.0007 0.022 Vel = 0.51 T.20 118 3.36 1 Utb 17.0 38.000 150 12.376 to 0.0 14.000 4.331 T.12 108 4.28 0.862 0.0 52.000 0.0129 0.673 Vel = 2.35 T.12 108 8.72 1.25 Utr 4.0 12.000 150 17.380 to T 2.44 6.440 1.732 S.1 104 13.0 1.054 0.0 18.440 0.0380 0.700 Vel = 4.78 S.1 104 0.0 1.5 2E 3.443 100.000 150 19.812 to 0.0 3.443 4.732 ** Fixed Loss =3 MTR 100 13.0 1.244 0.0 103.443 0.0169 1.751 Vel= 3.43 MTR 100 0.0 1 E 2.336 35.000 150 26.295 to T 5.841 9.345 0.0 STR 100 13.0 0.995 G 1.168 44.345 0.0502 2.227 Vel= 5.36 0.0 STR 13.00 28.522 K Factor= 2.43 *New Path H.3 128 7.79 1 Utr 2.0 7.000 150 7.040 to 0.0 2.000 0.0 H.4 128 7.79 0.862 0.0 9.000 0.0392 0.353 Vel = 4.28 H.4 128 0.0 1 Utr 2.0 2.000 150 7.393 to 0.0 2.000 0.0 T.17 128 7.79 0.862 0.0 4.000 0.0390 0.156 Vel= 4.28 T.17 128 -4.30 1 2Utb 34.0 12.000 150 7.549 to 0.0 28.000 4.331 T.18 118 3.49 0.862 0.0 40.000 0.0089 0.356 Vel = 1.92 T.18 118 -0.08 1 Utr 2.0 9.000 150 12.236 to 0.0 2.000 0.0 T.25 118 3.41 0.862 0.0 11.000 0.0085 0.093 Vel = 1.87 T.25 118 -0.11 1 Utr 2.0 2.000 150 12.329 to 0.0 2.000 0.0 H.8 118 3.3 0.862 0.0 4.000 0.0080 0.032 Vel= 1.81 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 6 ROSHAK AT RIVER TERRACE-One Head Calculation (H.3) Date 8/14/2020 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.8 118 0.0 1 Utr 2.0 1.000 150 12.361 to 0.0 2.000 0.0 T.31 118 3.3 0.862 0.0 3.000 0.0080 0.024 Vel = 1.81 T.31 118 -0.78 1 2Utb 34.0 16.000 150 12.385 to 0.0 28.000 4.331 T.30 108 2.52 0.862 0.0 44.000 0.0049 0.214 Vel = 1.39 T.30 108 1.24 1 Utr 2.0 4.000 150 16.930 to 0.0 2.000 0.0 T.28 108 3.76 0.862 0.0 6.000 0.0102 0.061 Vel = 2.07 T.28 108 2.31 1.25 0.0 1.000 150 16.991 to 0.0 0.0 0.0 T.24 108 6.07 1.054 0.0 1.000 0.0090 0.009 Vel = 2.23 T.24 108 2.65 1.25 Utr 4.0 17.000 150 17.000 to 0.0 4.000 0.0 T.12 108 8.72 1.054 0.0 21.000 0.0181 0.380 Vel= 3.21 0.0 T.12 8.72 17.380 K Factor= 2.09 *New Path T.17 128 4.30 1 Utr 2.0 5.000 150 7.549 to 0.0 2.000 0.0 H.6 128 4.3 0.862 0.0 7.000 0.0131 0.092 Vel = 2.36 H.6 128 0.0 1 Utr 2.0 5.000 150 7.641 to 0.0 2.000 0.0 T.23 128 4.3 0.862 0.0 7.000 0.0130 0.091 Vel= 2.36 T.23 128 -0.87 1 Utr 2.0 15.000 150 7.732 to Utb 17.0 16.000 4.331 T.26 118 3.43 0.862 0.0 31.000 0.0086 0.267 Vel= 1.89 T.26 118 0.12 1 Utb 17.0 14.000 150 12.330 to 0.0 14.000 4.331 T.27 108 3.55 0.862 0.0 28.000 0.0091 0.256 Vel= 1.95 T.27 108 -1.24 1 Utb 17.0 2.000 150 16.917 to Utr 2.0 16.000 0.0 T.28 108 2.31 0.862 0.0 18.000 0.0041 0.074 Vel= 1.27 0.0 T.28 2.31 16.991 K Factor= 0.56 *New Path T.10 128 2.49 1 Utr 2.0 6.000 150 7.653 to 0.0 2.000 0.0 T.13 128 2.49 0.862 0.0 8.000 0.0048 0.038 Vel = 1.37 T.13 128 0.0 1 Utr 2.0 2.000 150 7.691 to 0.0 2.000 0.0 T.14 128 2.49 0.862 0.0 4.000 0.0048 0.019 Vel = 1.37 T.14 128 0.0 1 Utr 2.0 6.000 150 7.710 to 0.0 2.000 0.0 T.19 128 2.49 0.862 0.0 8.000 0.0048 0.038 Vet= 1.37 T.19 128 0.87 1 Utr 2.0 20.000 150 7.748 to Utb 17.0 16.000 4.331 T.20 118 3.36 0.862 0.0 36.000 0.0082 0.297 Vet= 1.85 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 7 ROSHAK AT RIVER TERRACE-One Head Calculation (H.3) Date 8/14/2020 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 0.0 T.20 3.36 12.376 K Factor= 0.96 *New Path T.23 128 0.87 1 0.0 10.000 150 7.732 to 0.0 0.0 0.0 H.9 128 0.87 0.862 0.0 10.000 0.0007 0.007 Vel = 0.48 H.9 128 0.0 1 Utr 2.0 12.000 150 7.739 to 0.0 2.000 0.0 T.19 128 0.87 0.862 0.0 14.000 0.0006 0.009 Vel = 0.48 0.0 T.19 0.87 7.748 K Factor= 0.31 *New Path T.18 118 0.08 1 Utr 2.0 1.000 150 12.236 to 0.0 2.000 0.0 H.5 118 0.08 0.862 0.0 3.000 0 0.0 Vel = 0.04 H.5 118 0.0 1 Utr 2.0 12.000 150 12.236 to 0.0 2.000 0.0 H.2 118 0.08 0.862 0.0 14.000 0 0.0 Vel = 0.04 H.2 118 0.0 1 Utr 2.0 6.000 150 12.236 to 0.0 2.000 0.0 T.11 118 0.08 0.862 0.0 8.000 0 0.0 Vel = 0.04 _ 0.0 T.11 0.08 12.236 K Factor= 0.02 *New Path T.25 118 0.12 1 2Utb 34.0 5.000 150 12.329 to 0.0 28.000 0.0 T.26 118 0.12 0.862 0.0 33.000 0 0.001 Vel = 0.07 0.0 T.26 0.12 12.330 K Factor= 0.03 *New Path T.21 118 1.87 1 Utr 2.0 1.000 150 12.354 to 0.0 2.000 0.0 T.22 118 1.87 0.862 0.0 3.000 0.0027 0.008 Vel = 1.03 T.22 118 0.0 1 Utr 2.0 6.000 150 12.362 to 0.0 2.000 0.0 T.33 118 1.87 0.862 0.0 8.000 0.0028 0.022 Vel = 1.03 T.33 118 0.0 1 0.0 1.000 150 12.384 to 0.0 0.0 0.0 T.32 118 1.87 0.862 0.0 1.000 0.0030 0.003 Vel = 1.03 T.32 118 0.78 1 2Utb 34.0 25.000 150 12.387 to 0.0 28.000 4.331 T.24 108 2.65 0.862 0.0 53.000 0.0053 0.282 Vel= 1.46 0.0 T.24 2.65 17.000 K Factor= 0.64 *New Path T.31 118 0.78 1 Utr 2.0 2.000 150 12.385 to 0.0 2.000 0.0 T.32 118 0.78 0.862 0.0 4.000 0.0005 0.002 Vel = 0.43 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 8 ROSHAK AT RIVER TERRACE-One Head Calculation (H.3) Date 8/14/2020 Nodal Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf 0.0 T.32 0.78 12.387 K Factor= 0.22 *New Path T.27 108 1.24 1 Utr 2.0 1.000 150 16.917 to 0.0 2.000 0.0 H.7 108 1.24 0.862 0.0 3.000 0.0013 0.004 Vel = 0.68 H.7 108 0.0 1 Utr 2.0 4.000 150 16.921 to 0.0 2.000 0.0 T.29 108 1.24 0.862 0.0 6.000 0.0012 0.007 Vel= 0.68 T.29 108 0.0 1 0.0 1.000 150 16.928 to 0.0 0.0 0.0 T.30 108 1.24 0.862 0.0 1.000 0.0020 0.002 Vel = 0.68 0.0 T.30 1.24 16.930 K Factor= 0.30 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I here by certify that this plan, specification, or report was prepared by me or under my S -�"� direct supervision and that I am NICET 11. V L. ,) Certifie CEC 15 220 CITY OF TIGAI-iL Brent Kotula Date: 17/2020 BUILDING DIVISION NICET Certification No. 113889 Water-Based Systems Layout - Level IV Certification Expires: June 1, 2023 uponor AquaSAFETM Fire Safety System OFFICE COP` ' Uponor, Inc. 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : ROSHAK AT RIVER TERRACE -Two Head Calculation (H.9 & H.6) Drawing : RESIDENTIAL Location : PLAN K-8 TIGARD OR Remote Area : 1 Contract : U190812-01 Data File : U190812-01 Roshak at River Terrace K-8.wx2 Date/Time : 08/14/2020- 12:45 PM Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor, Inc. Page 1 ROSHAK AT RIVER TERRACE-Two Head Calculation (H.9 & H.6) Date 8/14/2020 HYDRAULIC DESIGN INFORMATION SHEET Name - ROSHAK AT RIVER TERRACE Date - 8-13-2019 Location - TIGARD OR Building - RESIDENTIAL System No. - 1 Contractor - WOLCOTT PLUMBING Contract No. - U190812-01 Calculated By - NOAH EAKMAN Drawing No. - x Construction: (X) Combustible ( ) Non-Combustible Ceiling Height x 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 - 0 Gpm Sprinkler or Nozzle 5 Additional Flow Added - Gpm Make SENJU Model RC-RES I Elevation at Highest Outlet - 128 Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 162 N Calculation Gpm Required 26.0505 Psi Required 43.3 At Ref Pt SIR 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) - 55 Elev. R Residual (Psi) - 50 Other Well Flow (Gpm) - 300 Proof Flow Gpm S Elevation - 100 P Location: x P L Source of Information: x Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C Uponor, Inc. Page 2 ROSHAK AT RIVER TERRACE - Two Head Calculation (H.9 & H.6) Date 8/14/2020 City Water Supply: Demand: C1 - Static Pressure : 55 D1 - Elevation : 12.127 C2- Residual Pressure: 50 D2 -System Flow : 26.05 C2- Residual Flow : 300 D2 -System Pressure : 43.296 Hose ( Demand ) D3 -System Demand : 26.05 Safety Margin : 11.649 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 : C1 ° C2 E 50 D2 7 40 30 20 10 a D1 ..J . . 1 . . . . i . 1 i 50 100 150 200 250 300 350 400 450 FLOW ( NA1.85 ) Computer Programs by Hydrates Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Uponor, Inc. Page 3 _ ROSHAK AT RIVER TERRACE-Two Head Calculation (H.9& H.6) Date 8/14/2020 Fitting Legend Abbrev. Name % '/. 1 11/4 11/2 2 21/2 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 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 ROSHAK AT RIVER TERRACE-Two Head Calculation (H.9 & H.6) Date 8/14/2020 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 55.0 50 300.0 54.946 26.05 43.296 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.9 128.0 4.9 7.04 13.0 T.19 128.0 7.7 T.20 118.0 13.16 T.12 108.0 19.91 S.1 104.0 24.18 MTR 100.0 35.24 STR 100.0 43.3 T.23 128.0 7.18 T.26 118.0 12.93 T.27 108.0 18.23 T.28 108.0 18.5 T.24 108.0 18.53 H.6 128.0 4.9 7.09 13.05 T.17 128.0 7.45 T.18 118.0 12.74 T.25 118.0 12.98 H.8 118.0 13.1 T.31 118.0 13.19 T.30 108.0 18.28 H.4 128.0 7.47 H.3 128.0 7.53 H.1 128.0 7.69 T.10 128.0 7.74 T.11 118.0 12.75 T.16 118.0 12.94 T.21 118.0 13.1 T.14 128.0 7.72 T.13 128.0 7.73 H.5 118.0 12.74 H.2 118.0 12.75 T.22 118.0 13.12 T.33 118.0 13.19 T.32 118.0 13.2 H.7 108.0 18.24 T.29 108.0 18.27 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 5 ROSHAK AT RIVER TERRACE -Two Head Calculation (H.9& H.6) Date 8/14/2020 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 *Remote Head to Supply H.9 128 4.90 8.60 1 Utr 2.0 12.000 150 7.040 to 0.0 2.000 0.0 T.19 128 8.6 0.862 0.0 14.000 0.0471 0.659 Vel= 4.73 T.19 128 -1.68 1 Utr 2.0 20.000 150 7.699 to Utb 17.0 16.000 4.331 T.20 118 6.92 0.862 0.0 36.000 0.0315 1.134 Vel = 3.80 T.20 118 1.63 1 Utb 17.0 38.000 150 13.164 to 0.0 14.000 4.331 T.12 108 8.55 0.862 0.0 52.000 0.0465 2.419 Vel = 4.70 T.12 108 17.50 1.25 Utr 4.0 12.000 150 19.914 to T 2.44 6.440 1.732 S.1 104 26.05 1.054 0.0 18.440 0.1372 2.530 Vel= 9.58 S.1 104 0.0 1.5 2E 3.443 100.000 150 24.176 to 0.0 3.443 4.732 ** Fixed Loss =3 MTR 100 26.05 1.244 0.0 103.443 0.0612 6.333 Vel= 6.88 MTR 100 0.0 1 E 2.336 35.000 150 35.241 to T 5.841 9.345 0.0 STR 100 26.05 0.995 G 1.168 44.345 0.1816 8.055 Vel = 10.75 0.0 STR 26.05 43.296 K Factor= 3.96 *New Path H.9 128 4.40 1 0.0 10.000 150 7.040 to 0.0 0.0 0.0 T.23 128 4.4 0.862 0.0 10.000 0.0136 0.136 Vel= 2.42 T.23 128 4.10 1 Utr 2.0 15.000 150 7.176 to Utb 17.0 16.000 4.331 T.26 118 8.5 0.862 0.0 31.000 0.0460 1.426 Vel= 4.67 T.26 118 -1.24 1 Utb 17.0 14.000 150 12.933 to 0.0 14.000 4.331 T.27 108 7.26 0.862 0.0 28.000 0.0344 0.962 Vel = 3.99 T.27 108 -2.59 1 Utb 17.0 2.000 150 18.226 to Utr 2.0 16.000 0.0 T.28 108 4.67 0.862 0.0 18.000 0.0152 0.274 Vel = 2.57 T.28 108 7.58 1.25 0.0 1.000 150 18.500 to 0.0 0.0 0.0 T.24 108 12.25 1.054 0.0 1.000 0.0340 0.034 Vel= 4.50 T.24 108 5.25 1.25 Utr 4.0 17.000 150 18.534 to 0.0 4.000 0.0 T.12 108 17.5 1.054 0.0 21.000 0.0657 1.380 Vel = 6.43 0.0 T.12 17.50 19.914 K Factor= 3.92 *New Path T.23 128 -4.10 1 Utr 2.0 5.000 150 7.176 to 0.0 2.000 0.0 H.6 128 -4.1 0.862 0.0 7.000 -0.0120 -0.084 Vel= 2.25 H.6 128 4.90 13.05 1 Utr 2.0 5.000 150 7.092 to 0.0 2.000 0.0 T.17 128 8.95 0.862 0.0 7.000 0.0506 0.354 Vel= 4.92 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 6 ROSHAK AT RIVER TERRACE-Two Head Calculation (H.9& H.6) Date 8/14/2020 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 T.17 128 -2.95 1 2Utb 34.0 12.000 150 7.446 to 0.0 28.000 4.331 T.18 118 6.0 0.862 0.0 40.000 0.0242 0.967 Vel = 3.30 T.18 118 -0.42 1 Utr 2.0 9.000 150 12.744 to 0.0 2.000 0.0 T.25 118 5.58 0.862 0.0 11.000 0.0211 0.232 Vel = 3.07 T.25 118 1.24 1 Utr 2.0 2.000 150 12.976 to 0.0 2.000 0.0 H.8 118 6.82 0.862 0.0 4.000 0.0305 0.122 Vel = 3.75 H.8 118 0.0 1 Utr 2.0 1.000 150 13.098 to 0.0 2.000 0.0 T.31 118 6.82 0.862 0.0 3.000 0.0307 0.092 Vel = 3.75 T.31 118 -1.83 1 2Utb 34.0 16.000 150 13.190 to 0.0 28.000 4.331 T.30 108 4.99 0.862 0.0 44.000 0.0172 0.756 Vel= 2.74 T.30 108 2.58 1 Utr 2.0 4.000 150 18.277 to 0.0 2.000 0.0 T.28 108 7.57 0.862 0.0 6.000 0.0372 0.223 Vel 7-- 4.16 0.0 T.28 7.57 18.500 K Factor= 1.76 *New Path T.17 128 2.95 1 Utr 2.0 2.000 150 7.446 to 0.0 2.000 0.0 H.4 128 2.95 0.862 0.0 4.000 0.0065 0.026 Vel = 1.62 H.4 128 0.0 1 Utr 2.0 7.000 150 7.472 to 0.0 2.000 0.0 H.3 128 2.95 0.862 0.0 9.000 0.0066 0.059 Vel = 1.62 H.3 128 0.0 1 Utr 2.0 22.000 150 7.531 to 0.0 2.000 0.0 H.1 128 2.95 0.862 0.0 24.000 0.0065 0:155 Vel= 1.62 H.1 128 0.0 1 Utr 2.0 7.000 150 7.686 to 0.0 2.000 0.0 T.10 128 2.95 0.862 0.0 9.000 0.0066 0.059 Vel = 1.62 T.10 128 1.68 1 2Utb 34.0 17.000 150 7.745 to 0.0 28.000 4.331 T.11 118 4.63 0.862 0.0 45.000 0.0149 0.672 Vel = 2.55 T.11 118 0.42 1 Utr 2.0 9.000 150 12.748 to 0.0 2.000 0.0 T.16 118 5.05 0.862 0.0 11.000 0.0175 0.193 Vel = 2.78 T.16 118 0.0 1 Utr 2.0 7.000 150 12.941 to 0.0 2.000 0.0 T.21 118 5.05 0.862 0.0 9.000 0.0176 0.158 Vel = 2.78 T.21 118 -3.42 1 2Utb 34.0 2.000 150 13.099 to 0.0 28.000 0.0 T.20 118 1.63 0.862 0.0 30.000 0.0022 0.065 Vel = 0.90 0.0 T.20 1.63 13.164 K Factor= 0.45 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 7 ROSHAK AT RIVER TERRACE-Two Head Calculation (H.9 & H.6) Date 8/14/2020 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 *New Path T.19 128 1.68 1 Utr 2.0 6.000 150 7.699 to 0.0 2.000 0.0 T.14 128 1.68 0.862 0.0 8.000 0.0022 0.018 Vel = 0.92 T.14 128 0.0 1 Utr 2.0 2.000 150 7.717 to 0.0 2.000 0.0 T.13 128 1.68 0.862 0.0 4.000 0.0022 0.009 Vel= 0.92 T.13 128 0.0 1 Utr 2.0 6.000 150 7.726 to 0.0 2.000 0.0 T.10 128 1.68 0.862 0.0 8.000 0.0024 0.019 Vel= 0.92 0.0 T.10 1.68 7.745 K Factor= 0.60 *New Path T.18 118 0.42 1 Utr 2.0 1.000 150 12.744 to 0.0 2.000 0.0 H.5 118 0.42 0.862 0.0 3.000 0 0.0 Vel = 0.23 H.5 118 0.0 1 Utr 2.0 12.000 150 12.744 to 0.0 2.000 0.0 H.2 118 0.42 0.862 0.0 14.000 0.0002 0.003 Vel = 0.23 H.2 118 0.0 1 Utr 2.0 6.000 150 12.747 to 0.0 2.000 0.0 T.11 118 0.42 0.862 0.0 8.000 0.0001 0.001 Vel= 0.23 0.0 T.11 0.42 12.748 K Factor= 0.12 *New Path T.26 118 1.24 1 2Utb 34.0 5.000 150 12.933 to 0.0 28.000 0.0 T.25 118 1.24 0.862 0.0 33.000 0.0013 0.043 Vel = 0.68 0.0 T.25 1.24 12.976 K Factor= 0.34 *New Path T.21 118 3.42 1 Utr 2.0 1.000 150 13.099 to 0.0 2.000 0.0 T.22 118 3.42 0.862 0.0 3.000 0.0083 0.025 Vel = 1.88 T.22 118 0.0 1 Utr 2.0 6.000 150 13.124 to 0.0 2.000 0.0 T.33 118 3.42 0.862 0.0 8.000 0.0086 0.069 Vel= 1.88 T.33 118 0.0 1 0.0 1.000 150 13.193 to 0.0 0.0 0.0 T.32 118 3.42 0.862 0.0 1.000 0.0080 0.008 Vel= 1.88 T.32 118 1.83 1 2Utb 34.0 25.000 150 13.201 to 0.0 28.000 4.331 T.24 108 5.25 0.862 0.0 53.000 0.0189 1.002 Vel= 2.89 0.0 T.24 5.25 18.534 K Factor= 1.22 *New Path T.31 118 1.83 1 Utr 2.0 2.000 150 13.190 to 0.0 2.000 0.0 T.32 118 1.83 0.862 0.0 4.000 0.0028 0.011 Vel = 1.01 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 8 ROSHAK AT RIVER TERRACE-Two Head Calculation (H.9& H.6) Date 8/14/2020 Nodal Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf 0.0 T.32 1.83 13.201 K Factor= 0.50 *New Path T.27 108 2.58 1 Utr 2.0 1.000 150 18.226 to 0.0 2.000 0.0 H.7 108 2.58 0.862 0.0 3.000 0.0050 0.015 Vel = 1.42 H.7 108 0.0 1 Utr 2.0 4.000 150 18.241 to 0.0 2.000 0.0 T.29 108 2.58 0.862 0.0 6.000 0.0052 0.031 Vel = 1.42 T.29 108 0.0 1 0.0 1.000 150 18.272 to 0.0 0.0 0.0 T.30 108 2.58 0.862 0.0 1.000 0.0050 0.005 Vel = 1.42 0.0 T.30 2.58 18.277 K Factor= 0.60 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 r -I F a Uponor, Inc ► v�-iap �— Estimate Cover 5925 148th Street West EEC 15 MO Roshak K-8 Apple Valley, MN 55124 CITY OF TIGARD BUILDIV3 U Vit QN Sales Kepresentative Hollabaugh Brothers&Associates, Inc. 3028 17Th Avenue SE Portland, OR 97202 OFFICE COPY Project Summary Project Number: U190812-01 Project Name: Roshak at River Terrace K-8 Close Date: August 14, 2020 MainSystemPLBG-Qty= 1 MainSystemFP- Qty= 1 Quotation Terms And Conditions Important Comments: This quote is list price by residential unit only. Please consult you wholesaler or distributor for price multipliers. Construction changes to homes will require a revised quote upon request only. Where fire protection plans show plumbing layouts this quote includes that material. Tools Uponor requires that a sprinkler flow test be performed on every fire sprinkler system installation.A bucket test is the recommended method to verify the system-see instructions and detail on plans. A special SPRINKLER WRENCH is needed to connect sprinklers to their fittings. Some jurisdictions require that wrenches be left with the homeowner after installation. If wrenches are needed see last page of material list for part numbers. Pricing can be found in your Uponor catalog. Created using Hydratec, Inc. HydraBlD • Uponor, Inc Estimate Details 5925 148th Street West MainSystemPLBG Per Unit (Qty. 1) Apple Valley, MN 55124 Wirsbo AQUAPEX Tubing Part Number Description Quantity Unit Unit Cost Total Cost F3040500 1/2" UponorAquaPEX Blue 100-ft. coil 1.2 EA 82.00 98.40 F3040750 3/4" UponorAquaPEX Blue 100-ft. coil 0.1 EA 142.00 14.20 ProPEX Rings Part Number Description Quantity Unit Unit Cost Total Cost Q4690512 ProPEX Ring with Stop 1/2" 40 EA 0.35 14.00 Supports Part Number Description Quantity Unit Unit Cost Total Cost F7050750 Tube Talon (1/2" 5/8" 3/4" PEX) 100/bag 1 EA 33.00 33.00 A5250500 1/2" Plastic Bend Support 10 EA 2.16 21.60 EP Multi-port Tees Part Number Description Quantity Unit Unit Cost Total Cost Q2247550 3/4" EP Branch Multi-port Tee 4 outlets 1 EA 16.55 16.55 ProPEX Plugs Part Number Description Quantity Unit Unit Cost Total Cost Q4350500 ProPEX EP Plug for 1/2" PEX 9 EA 1.60 14.40 Unit Price $ 212.15 Page 3 Created using Hydratec, Inc. HydraBlD Uponor, Inc Estimate Details 5925 148th Street West MainSystemFP Per Unit (Qty. 1) Apple Valley, MN 55124 Fire Sprinkler Assemblies Part Number Description Quantity Unit Unit Cost Total Cost LF74970FC LF RC-RES (162°F) Flat Concealed Sprinkler 8 EA 56.50 452.00 LF RC-RES (205°F) Flat Concealed Sprinkler with White LF74971FW Cover Plate 1 EA 100.00 100.00 Concealed Flat Cover Plate for 162°F LF RC-RES Q70749WH Sprinkler 3 1/4" White 8 EA 30.60 244.80 Wirsbo AQUAPEX Tubing Part Number Description Quantity Unit Unit Cost Total Cost F1041000 1" Uponor AquaPEX White 100-ft.coil 3.2 EA 246.75 789.60 F1061250 1 1/4" Uponor AquaPEX White 100-ft. coil 0.4 EA 545.00 218.00 ProPEX Rings Part Number Description Quantity Unit Unit Cost Total Cost Q4690756 ProPEX Ring with Stop 3/4" 5 EA 0.71 3.55 Q4691000 ProPEX Ring with Stop 1" 90 EA 1.52 136.80 Q4691250 ProPEX Ring with Stop 1 1/4" 8 EA 1.73 13.84 Supports Part Number Description Quantity Unit Unit Cost Total Cost F7051000 Tube Talon (1" PEX) 50/bag 3 EA 40.90 122.70 ProPEX Adapters Part Number Description Quantity Unit Unit Cost Total Cost ProPEX LF Brass Male Threaded Adapter 1" PEX x 1" LF4521010 NPT 2 EA 24.90 49.80 F7000005 Fire Sprinkler Adapter Push-on Nut 25/pkg. 1 EA 68.00 68.00 A7750700 Fire Sprinkler Adapter Mounting Bracket 3/4" and 1" 9 EA 10.90 98.10 ProPEX LF Brass Fire Sprinkler Adapter Tee 1" PEX x 1" LF7701010 PEX x 1/2" FNPT 9 EA 53.10 477.90 ProPEX Tees Part Number Description Quantity Unit Unit Cost Total Cost Q4751010 ProPEX EP Tee 1" PEX x 1" PEX x 1" PEX 14 EA 7.35 102.90 Q4751150 ProPEX EP Tee 1" PEX x 1" PEX x 1/2" PEX 5 EA 6.70 33.50 Q4751175 ProPEX EP Tee 1" PEX x 1" PEX x 3/4" PEX 1 EA 7.45 7.45 Page 4 Created using Hydratec, Inc. HydraBID Uponor, Inc Estimate Details 5925 148th Street West MainSystemFP Per Unit (Qty. 1) Apple Valley, MN 55124 Q4751311 ProPEX EP Tee 1 1/4" PEX x 1" PEX x 1" PEX 1 EA 15.70 15.70 Q4751331 ProPEX EP Tee 1 1/4" PEX x 1 1/4" PEX x 1" PEX 2 EA 16.20 32.40 A 1" RES RISER ASSY MUL PUR REL 1 EA 0.00 0.00 ProPEX Valves Part Number Description Quantity Unit Unit Cost Total Cost ProPEX LF Brass Commercial Ball Valve(full port) 1 1/4" LFC4821313 PEX x 1 114" PEX 1 EA 88.30 88.30 Tools Part Number Description Quantity Unit Unit Cost Total Cost Sprinkler Socket for LF RC-RES Sprinklers LF74970FC Q7500700 and LF74971FW (See Uponor Catalog for pricing) 1 EA 0.00 0.00 Miscellaneous Part Number Description Quantity Unit Unit Cost Total Cost 1 1/2" PVC Elbow for 1" PEX Bend Support(See Uponor A5501000 Catalog for pricing) 2 EA 13.65 27.30 Screws#10 x 1 1/2" Pan Head Full Thread 100/pkg (See F7001500 Uponor Catalog for pricing) 1 EA 27.20 27.20 Unit Price $ 3,109.84 Page 5 Created using Hydratec, Inc. HydraBID