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Report (87) ty sk/o Gob aD.ct 7e- . RECEIVED I here by certify that this plan, specification AUG 1. 3 2019 or report was prepared by me or under my CITY OF TIGARD direct supervision and that I am NICET BUILDING DIVISION Certified at Level IV. Brent D Kotula Date: Rea. No. 113889 AquaSAFETM FIRE SAFETY SYSTEM OFFICE COPY Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : ROSHAK AT RIVER TERRACE,K-6-One Head Calculation (H.2) Drawing : RESIDENTIAL Location : TIGARD OR Remote Area : 1 Contract : 32575F 003 Data File : 32575F 003 Roshak at River Terrace,K-6 1.5.wx1 Date/Time : 07/24/2019- 1:36 PM Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor Page 1 ROSHAK AT RIVER TERRACE,K-6-One Head Calculation (H.2) Date 7/24/2019 HYDRAULIC DESIGN INFORMATION SHEET Name - ROSHAK AT RIVER TERRACE K-6 Date - 7/19/2019 Location - TIGARD OR Building - RESIDENTIAL System No. - 1 Contractor - ALLIANCE PLUMBING Contract No. - 32575F 003 Calculated By - RACHEL GUNDERSON Drawing No. - F100 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 9 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 - 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 - 128 Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 162 N Calculation Gpm Required 13 Psi Required 24.59 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) - 45 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 Page 2 ROSHAK AT RIVER TERRACE,K-6- One Head Calculation (H.2) Date 7/24/2019 City Water Supply: Demand: Cl - Static Pressure : 55 D1 Elevation : 12.127 C2- Residual Pressure: 45 D2 System Flow : 13.001 C2- Residual Flow : 300 D2- System Pressure : 30.592 Hose ( Demand ) : 5 D3-System Demand : 18.001 Safety Margin : 24.354 150 140 130 p 120 R 110 E 100 S 90 S 80 U 70 R60 Cl E 50 i C2 - -e 40 1. D2 30 p 20 03! 10 o 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 Page 3 ROSHAK AT RIVER TERRACE,K-6-One Head Calculation (H.2) Date 7/24/2019 Fitting Legend Abbrev. Name '/2 % 1 11/4 11/2 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 E 90'Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G Generic Gate Valve 1 1 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T 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 Page 4 ROSHAK AT RIVER TERRACE,K-6-One Head Calculation (H.2) Date 7/24/2019 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 55.0 45 300.0 54.945 18.0 30.592 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.2 128.0 4.9 7.04 13.0 H.1 128.0 7.59 T.14 128.0 7.84 T.22 118.0 12.49 T.24 118.0 12.57 T.27 118.0 12.62 T.28 118.0 12.65 T.31 118.0 12.68 T.32 118.0 12.69 T.39 108.0 17.23 T.38 108.0 17.25 T.37 108.0 17.3 T.36 108.0 17.43 T.35 108.0 17.52 T.34 108.0 17.61 S.1 104.0 20.04 MTR 100.0 26.53 5.0 STR 100.0 30.59 H.3 128.0 7.34 T.17 128.0 7.88 T.25 118.0 12.49 T.30 118.0 12.58 H.11 118.0 12.6 T.33 118.0 12.69 T.15 128.0 7.89 T.16 128.0 7.91 T.18 128.0 7.95 H.5 128.0 7.99 H.6 128.0 7.99 H.7 128.0 8.02 H.8 128.0 8.02 T.21 128.0 8.04 T.29 118.0 12.58 H.4 128.0 7.94 T.19 128.0 7.98 T.20 128.0 8.03 T.26 118.0 12.64 H.9 118.0 12.49 H.10 118.0 12.49 H.12 108.0 17.47 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor Page 5 ROSHAK AT RIVER TERRACE,K-6-One Head Calculation (H.2) Date 7/24/2019 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 *Remote Head to Supply H.2 128 4.90 5.84 1 Utr 2.0 22.000 150 7.040 to 0.0 2.000 0.0 H.1 128 5.84 0.862 0.0 24.000 0.0230 0.552 Vel = 3.21 H.1 128 0.0 1 Utr 2.0 9.000 150 7.592 to 0.0 2.000 0.0 T.14 128 5.84 0.862 0.0 11.000 0.0230 0.253 Vel= 3.21 T.14 128 -2.75 1 2Utb 34.0 16.000 150 7.845 to 0.0 28.000 4.331 T.22 118 3.09 0.862 0.0 44.000 0.0071 0.311 Vel= 1.70 T.22 118 0.02 1 Utr 2.0 9.000 150 12.487 to 0.0 2.000 0.0 T.24 118 3.11 0.862 0.0 11.000 0.0072 0.079 Vel= 1.71 T.24 118 0.0 1 Utr 2.0 6.000 150 12.566 to 0.0 2.000 0.0 T.27 118 3.11 0.862 0.0 8.000 0.0072 0.058 Vel = 1.71 T.27 118 -0.79 1 Utr 2.0 5.182 150 12.624 to 0.0 2.000 0.0 T.28 118 2.32 0.862 0.0 7.182 0.0040 0.029 Vel= 1.28 T.28 118 0.0 1 0.0 7.000 150 12.653 to 0.0 0.0 0.0 T.31 118 2.32 0.862 0.0 7.000 0.0043 0.030 Vel= 1.28 T.31 118 -1.16 1 0.0 3.883 150 12.683 to 0.0 0.0 0.0 T.32 118 1.16 0.862 0.0 3.883 0.0010 0.004 Vel = 0.64 T.32 118 1.30 1 Utb 17.0 32.000 150 12.687 to 0.0 14.000 4.331 T.39 108 2.46 0.862 0.0 46.000 0.0047 0.214 Vel= 1.35 T.39 108 0.0 1.25 Utr 4.0 4.000 150 17.232 to 0.0 4.000 0.0 T.38 108 2.46 1.054 0.0 8.000 0.0018 0.014 Vel= 0.90 T.38 108 2.72 1.25 Utr 4.0 4.000 150 17.246 to 0.0 4.000 0.0 T.37 108 5.18 1.054 0.0 8.000 0.0070 0.056 Vel = 1.90 T.37 108 3.56 1.25 Utr 4.0 3.000 150 17.302 to 0.0 4.000 0.0 T.36 108 8.74 1.054 0.0 7.000 0.0181 0.127 Vel = 3.21 T.36 108 -0.82 1.25 Utr 4.0 2.000 150 17.429 to 0.0 4.000 0.0 T.35 108 7.92 1.054 0.0 6.000 0.0152 0.091 Vel= 2.91 T.35 108 0.82 1.25 Utr 4.0 1.000 150 17.520 to 0.0 4.000 0.0 T.34 108 8.74 1.054 0.0 5.000 0.0182 0.091 Vel= 3.21 T.34 108 4.26 1.25 Utr 4.0 12.000 150 17.611 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 20.043 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 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor Page 6 ROSHAK AT RIVER TERRACE,K-6 - One Head Calculation (H.2) Date 7/24/2019 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 MTR 100 H5 5.00 1 E 2.336 35.000 150 26.526 to T 5.841 9.345 0.0 STR 100 18.0 0.995 G 1.168 44.345 0.0917 4.066 Vel = 7.43 0.0 STR 18.00 30.592 K Factor= 3.25 *New Path H.2 128 7.16 1 Utr 2.0 7.000 150 7.040 to 0.0 2.000 0.0 H.3 128 7.16 0.862 0.0 9.000 0.0334 0.301 Vel = 3.94 H.3 128 0.0 1 Utb 17.0 2.000 150 7.341 to 0.0 14.000 0.0 T.17 128 7.16 0.862 0.0 16.000 0.0335 0.536 Vel= 3.94 T.17 128 -3.81 1 Utb 17.0 18.043 150 7.877 to Utr 2.0 16.000 4.331 T.25 118 3.35 0.862 0.0 34.043 0.0082 0.279 Vel= 1.84 T.25 118 -0.02 1 Utr 2.0 9.000 150 12.487 to 0.0 2.000 0.0 T.30 118 3.33 0.862 0.0 11.000 0.0082 0.090 Vel = 1.83 T.30 118 -0.47 1 Utr 2.0 1.000 150 12.577 to 0.0 2.000 0.0 H.11 118 2.86 0.862 0.0 3.000 0.0060 0.018 Vel= 1.57 H.11 118 0.0 1 Utb 17.0 1.000 150 12.595 to 0.0 14.000 0.0 T.33 118 2.86 0.862 0.0 15.000 0.0061 0.092 Vel = 1.57 T.33 118 -0.14 1 Utb 17.0 27.000 150 12.687 to 0.0 14.000 4.331 T.38 108 2.72 0.862 0.0 41.000 0.0056 0.228 Vel= 1.50 0.0 T.38 2.72 17.246 K Factor= 0.65 *New Path T.14 128 2.75 1 Utr 2.0 6.000 150 7.845 to 0.0 2.000 0.0 T.15 128 2.75 0.862 0.0 8.000 0.0058 0.046 Vet= 1.51 T.15 128 0.0 1 Utr 2.0 2.000 150 7.891 to 0.0 2.000 0.0 T.16 128 2.75 0.862 0.0 4.000 0.0055 0.022 Vel = 1.51 T.16 128 0.0 1 -- Utr 2.0 5.000 150 = 7.913 to 0.0 2.000 0.0 1.18 128 2.75 0.862 0.0 7.000 0.0057 0.040 Vel= 1.51 T.18 128 -0.91 1 Utr 2.0 10.000 150 7.953 to 0.0 2.000 0.0 H.5 128 1.84 0.862 0.0 12.000 0.0028 0.033 Vel= 1.01 H.5 128 0.0 1 0.0 1.000 150 7.986 to 0.0 0.0 0.0 H.6 128 1.84 0.862 0.0 1.000 0.0030 0.003 Vel= 1.01 H.6 128 0.0 1 Utr 2.0 9.000 150 7.989 to 0.0 2.000 0.0 H.7 128 1.84 0.862 0.0 11.000 0.0026 0.029 Vel = 1.01 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor Page 7 ROSHAK AT RIVER TERRACE,K-6-One Head Calculation (H.2) Date 7/24/2019 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.7 128 0.0 1 0.0 1.000 150 8.018 to 0.0 0.0 0.0 H.8 128 1.84 0.862 0.0 1.000 0.0030 0.003 Vel= 1.01 H.8 128 0.0 1 Utr 2.0 5.000 150 8.021 to 0.0 2.000 0.0 T.21 128 1.84 0.862 0.0 7.000 0.0027 0.019 Vel= 1.01 T.21 128 1.25 1 Utr 2.0 14.000 150 8.040 to Utb 17.0 16.000 4.331 T.29 118 3.09 0.862 0.0 30.000 0.0071 0.213 Vel= 1.70 T.29 118 0.47 1 Utb 17.0 28.000 150 12.584 to 0.0 14.000 4.331 T.37 108 3.56 0.862 0.0 42.000 0.0092 0.387 Vel= 1.96 0.0 T.37 3.56 17.302 K Factor= 0.86 *New Path T.17 128 3.81 1 Utr 2.0 4.000 150 7.877 to 0.0 2.000 0.0 H.4 128 3.81 0.862 0.0 6.000 0.0105 0.063 Vel= 2.09 H.4 128 0.0 1 Utr 2.0 2.000 150 7.940 to 0.0 2.000 0.0 T.19 128 3.81 0.862 0.0 4.000 0.0105 0.042 Vel = 2.09 T.19 128 0.91 1 Utr 2.0 1.000 150 7.982 to 0.0 2.000 0.0 T.20 128 4.72 0.862 0.0 3.000 0.0153 0.046 Vel= 2.59 T.20 128 -1.25 1 Utr 2.0 16.000 150 8.028 to Utb 17.0 16.000 4.331 T.26 118 3.47 0.862 0.0 32.000 0.0088 0.281 Vel= 1.91 T.26 118 0.79 1 Utb 17.0 36.000 150 12.640 to 0.0 14.000 4.331 T.34 108 4.26 0.862 0.0 50.000 0.0128 0.640 Vel = 2.34 0.0 T.34 4.26 17.611 K Factor= 1.02 *New Path T.18 128 0.91 1 2Utb 34.0 10.000 150 7.953 to 0.0 28.000 0.0 T.19 128 0.91 0.862 0.0 38.000 0.0008 0.029 Vel = 0.50 0.0 T.19 0.91 7.982 K Factor=• 0.32 *New Path T.20 128 1.25 1 Utr 2.0 7.000 150 8.028 to 0.0 2.000 0.0 T.21 128 1.25 0.862 0.0 9.000 0.0013 0.012 Vel = 0.69 0.0 T.21 1.25 8.040 K Factor= 0.44 *New Path T.22 118 -0.02 1 Utr 2.0 5.000 150 12.487 to 0.0 2.000 0.0 H.9 118 -0.02 0.862 0.0 7.000 0 0.0 Vel = 0.01 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor Page 8 ROSHAK AT RIVER TERRACE,K-6-One Head Calculation (H.2) Date 7/24/2019 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.9 118 0.0 1 Utr 2.0 12.000 150 12.487 to 0.0 2.000 0.0 H.10 118 -0.02 0.862 0.0 14.000 0 0.0 Vel= 0.01 H.10 118 0.0 1 Utr 2.0 1.000 150 12.487 to 0.0 2.000 0.0 T.25 118 -0.02 0.862 0.0 3.000 0 0.0 Vel = 0.01 0.0 T.25 -0.02 12.487 K Factor= -0.01 *New Path T.30 118 0.47 1 2Utb 34.0 5.000 150 12.577 to 0.0 28.000 0.0 T.29 118 0.47 0.862 0.0 33.000 0.0002 0.007 Vel= 0.26 0.0 T.29 0.47 12.584 K Factor= 0.13 *New Path T.27 118 0.79 1 2Utb 34.0 1.000 150 12.624 to 0.0 28.000 0.0 T.26 118 0.79 0.862 0.0 29.000 0.0006 0.016 Vel = 0.43 0.0 T.26 0.79 12.640 K Factor= 0.22 *New Path T.31 118 0.0 1 0.0 3.883 150 12.683 to 0.0 0.0 0.0 T.32 118 0.0 0.862 0.0 3.883 0 0.0 Vel = 0 T.32 118 -0.14 1 Utr 2.0 1.000 150 12.687 to 0.0 2.000 0.0 T.33 118 -0.14 0.862 0.0 3.000 0 0.0 Vel = 0.08 0.0 T.33 -0.14 12.687 K Factor= -0.04 *New Path T.36 108 0.82 0.75 Utb 17.0 4.000 150 17.429 to 0.0 17.000 0.0 H.12 108 0.82 0.671 0.0 21.000 0.0021 0.044 Vel = 0.74 H.12 108 0.0 0.75 Utb 17.0 4.000 150 17.473 to Utr 2.0 19.000 0.0 T.35 108 0.82 0.671 0.0 23.000 0.0020 0.047 Vel= 0.74 0.0 T.35 0.82 17.520 K Factor= 0.20 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 RECEIVED I here by certify that this plan, specification, AUG 1 3 2919 or report was prepared by me or under my direct supervision and that I am NICET CITY OF TIGARD Certified at Level IV. BUILDING DIVISION Brent D Kotula Date: Req. No. 113889 t ; AquaSAFETM FIRE SAFETY SYSTEM OFFICE COPY Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : ROSHAK AT RIVER TERRACE,K-6-Two Head Calculation (H.6 & H.5) Drawing : RESIDENTIAL Location : TIGARD OR Remote Area : 1 Contract : 32575F 003 Data File : 32575F 003 Roshak at River Terrace,K-6 1.5.wx2 Date/Time : 07/24/2019- 1:34 PM Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 'r Uponor Page 1 ROSHAK AT RIVER TERRACE,K-6-Two Head Calculation (H.6&H.5) Date 7/24/2019 HYDRAULIC DESIGN INFORMATION SHEET Name - ROSHAK AT RIVER TERRACE K-6 Date - 7/19/2019 Location - TIGARD OR Building - RESIDENTIAL System No. - 1 Contractor - ALLIANCE PLUMBING Contract No. - 32575F 003 Calculated By - RACHEL GUNDERSON Drawing No. - F100 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 9 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 - 128 Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 162 N Calculation Gpm Required 26.0024 Psi Required 41.66 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) - 45 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 ROSHAK AT RIVER TERRACE,K-6-Two Head Calculation (H.6 & H.5) Dat 2 te 7/24/2019 City Water Supply: Demand: Cl -Static Pressure : 55 D1 Elevation 12.127 C2- Residual Pressure: 45 D2- System Flow : 26.002 C2 Residual Flow : 300 D2-System Pressure : 47.661 Hose ( Demand ) : 5 D3-System Demand : 31.002 Safety Margin : 7.189 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R60 : Cl • 50 C2 — e 40 D 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 Page 3 ROSHAK AT RIVER TERRACE,K-6-Two Head Calculation (H.6 & H.5) Date 7/24/2019 Fitting Legend Abbrev. Name 1/2 '/, 1 1'% 1% 2 2'% 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E 90'Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G Generic Gate Valve 1 1 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T 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 r' Flow Summary - NFPA Uponor Page 4 ROSHAK AT RIVER TERRACE,K-6-Two Head Calculation (H.6 & H.5) Date 7/24/2019 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 55.0 45 300.0 54.85 31.0 47.661 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.6 128.0 4.9 7.04 13.0 H.7 128.0 8.13 H.8 128.0 8.23 T.21 128.0 8.93 T.29 118.0 14.39 T.37 108.0 20.14 T.36 108.0 20.59 T.35 108.0 20.92 T.34 108.0 21.25 S.1 104.0 25.5 MTR 100.0 36.55 5.0 STR 100.0 47.66 H.5 128.0 4.9 7.04 13.0 T.18 128.0 8.27 T.19 128.0 9.09 H.4 128.0 9.12 T.17 128.0 9.17 T.25 118.0 14.18 T.30 118.0 14.39 H.11 118.0 14.46 T.33 118.0 14.8 T.38 108.0 19.94 T.16 128.0 8.53 T.15 128.0 8.67 T.14 128.0 8.97 T.22 118.0 14.18 T.24 118.0 14.41 T.27 118.0 14.58 T.28 118.0 14.68 T.31 118.0 14.78 T.32 118.0 14.8 T.39 108.0 19.89 T.20 128.0 9.1 T.26 118.0 14.6 H.1 128.0 9.0 H.2 128.0 9.08 H.3 128.0 9.11 H.10 118.0 14.18 H.9 118.0 14.18 H.12 108.0 20.75 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor Page 5 ROSHAK AT RIVER TERRACE,K-6-Two Head Calculation (H.6& H.5) Date 7/24/2019 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 *Remote Head to Supply H.6 128 4.90 12.88 1 Utr 2.0 9.000 150 7.040 to 0.0 2.000 0.0 H.7 128 12.88 0.862 0.0 11.000 0.0993 1.092 Vel= 7.08 H.7 128 0.0 1 0.0 1.000 150 8.132 to 0.0 0.0 0.0 H.8 128 12.88 0.862 0.0 1.000 0.1000 0.100 Vel = 7.08 H.8 128 0.0 1 Utr 2.0 5.000 150 8.232 to 0.0 2.000 0.0 T.21 128 12.88 0.862 0.0 7.000 0.0993 0.695 Vel = 7.08 T.21 128 -5.26 1 Utr 2.0 14.000 150 8.927 to Utb 17.0 16.000 4.331 T.29 118 7.62 0.862 0.0 30.000 0.0376 1.129 Vel= 4.19 T.29 118 -0.43 1 Utb 17.0 28.000 150 14.387 to 0.0 14.000 4.331 T.37 108 7.19 0.862 0.0 42.000 0.0338 1.418 Vel = 3.95 T.37 108 10.28 1.25 Utr 4.0 3.000 150 20.136 to 0.0 4.000 0.0 T.36 108 17.47 1.054 0.0 7.000 0.0654 0.458 Vel = 6.42 T.36 108 -1.64 1.25 Utr 4.0 2.000 150 20.594 to 0.0 4.000 0.0 T.35 108 15.83 1.054 0.0 6.000 0.0547 0.328 Vel= 5.82 T.35 108 1.64 1.25 Utr 4.0 1.000 150 20.922 to 0.0 4.000 0.0 T.34 108 17.47 1.054 0.0 5.000 0.0656 0.328 Vel = 6.42 T.34 108 8.53 1.25 Utr 4.0 12.000 150 21.250 to T 2.44 6.440 1.732 S.1 104 26.0 1.054 0.0 18.440 0.1368 2.522 Vel = 9.56 S.1 104 0.0 1.5 2E 3.443 100.000 150 25.504 to 0.0 3.443 4.732 ** Fixed Loss = 3 MTR 100 26.0 1.244 0.0 103.443 0.0610 6.310 Vel= 6.86 MTR 100 H5 5.00 1 E 2.336 35.000 150 36.546 to T 5.841 9.345 0.0 STR 100 31.0 0.995 G 1.168 44.345 0.2506 11.115 Vel = 12.79 0.0 STR 31.00 47.661 K Factor= 4.49 *New Path H.6 128 0.12 1 0.0 1.000 150 7.040 to 0.0 0.0 0.0 H.5 128 0.12 0.862 0.0 1.000 0 0.0 Vel = 0.07 H.5 128 4.90 13.00 1 Utr 2.0 10.000 150 7.040 to 0.0 2.000 0.0 T.18 128 13.12 0.862 0.0 12.000 0.1027 1.232 Vel = 7.21 T.18 128 -7.50 1 2Utb 34.0 10.000 150 8.272 to 0.0 28.000 0.0 T.19 128 5.62 0.862 0.0 38.000 0.0214 0.813 Vel= 3.09 T.19 128 -2.26 1 Utr 2.0 2.000 150 9.085 to 0.0 2.000 0.0 H.4 128 3.36 0.862 0.0 4.000 0.0082 0.033 Vel= 1.85 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 r" Final Calculations : Hazen-Williams Uponor ROSHAK AT RIVER TERRACE,K-6-Two Head Calculation (H.6 & H.5) Paget6 Date 7/24/2019 Node1 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.4 128 0.0 1 Utr 2.0 4.000 150 9.118 to 0.0 2.000 0.0 T.17 128 3.36 0.862 0.0 6.000 0.0083 0.050 Vel= 1.85 T.17 128 2.06 1 Utb 17.0 18.043 150 9.168 to Utr 2.0 16.000 4.331 T.25 118 5.42 0.862 0.0 34.043 0.0200 0.682 Vel = 2.98 T.25 118 -0.10 1 Utr 2.0 9.000 150 14.181 to 0.0 2.000 0.0 T.30 118 5.32 0.862 0.0 11.000 0.0193 0.212 Vel = 2.92 T.30 118 0.43 1 Utr 2.0 1.000 150 14.393 to 0.0 2.000 0.0 H.11 118 5.75 0.862 0.0 3.000 0.0223 0.067 Vel= 3.16 H.11 118 0.0 1 Utb 17.0 1.000 150 14.460 to 0.0 14.000 0.0 T.33 118 5.75 0.862 0.0 15.000 0.0224 0.336 Vel= 3.16 T.33 118 -0.36 1 Utb 17.0 27.000 150 14.796 to 0.0 14.000 4.331 T.38 108 5.39 0.862 0.0 41.000 0.0198 0.812 Vel= 2.96 T.38 108 4.89 1.25 Utr 4.0 4.000 150 19.939 to 0.0 4.000 0.0 T.37 108 10.28 1.054 0.0 8.000 0.0246 0.197 Vel= 3.78 0.0 T.37 10.28 20.136 K Factor= 2.29 *New Path T.18 128 7.50 1 Utr 2.0 5.000 150 8.272 to 0.0 2.000 0.0 T.16 128 7.5 0.862 0.0 7.000 0.0366 0.256 Vel= 4.12 T.16 128 0.0 1 Utr 2.0 2.000 150 8.528 to 0.0 2.000 0.0 T.15 128 7.5 0.862 0.0 4.000 0.0365 0.146 Vel = 4.12 T.15 128 0.0 1 Utr 2.0 6.000 150 8.674 to 0.0 2.000 0.0 T.14 128 7.5 0.862 0.0 8.000 0.0365 0.292 Vel= 4.12 T.14 128 -2.07 1 2Utb 34.0 16.000 150 8.966 to 0.0 28.000 4.331 T.22 118 5.43 0.862 0.0 44.000 0.0201 0.884 Vel= 2.99 T.22 118 0.11 1 Utr 2.0 9.000 150 14.181 to 0.0 2.000 0.0 T.24 118 5.54 0.862 0.0 11.000 0.0208 0.229 Vel= 3.05 T.24 118 0.0 1 Utr 2.0 6.000 150 14.410 to 0.0 2.000 0.0 T.27 118 5.54 0.862 0.0 8.000 0.0209 0.167 Vel= 3.05 T.27 118 -1.01 1 Utr 2.0 5.182 150 14.577 to 0.0 2.000 0.0 T.28 118 4.53 0.862 0.0 7.182 0.0143 0.103 Vel = 2.49 T.28 118 0.0 1 0.0 7.000 150 14.680 to 0.0 0.0 0.0 T.31 118 4.53 0.862 0.0 7.000 0.0144 0.101 Vel= 2.49 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 `i Final Calculations : Hazen-Williams Page 7 Uponor Date 7/24/2019 ROSHAK AT RIVER TERRACE,K-6-Two Head Calculation (H.6 & H.5) Nadel Elev1 K Qa Nom Fitting Pipe CFact Pt Pe ******* Notes ****** to or Ftngs Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf T.31 118 -2.27 1 0.0 3.883 150 14.7814 to 0.0 0.0 T.32 118 2.26 0.862 0.0 3.883 0.0039 0.015 Vel= 1.24 T.32 118 2.63 1 Utb 17.0 32.000 150 14.796 to 0.0 14.000 4.331 T.39 108 4.89 0.862 0.0 46.000 0.0166 0.762 Vel= 2.69 T.39 108 0.0 1.25 Utr 4.0 4.000 150 19.889 to 0.0 4.000 0.0 T.38 108 4.89 1.054 0.0 8.000 0.0062 0.050 Vel= 1.80 0.0 T.38 4.89 19.939 K Factor= 1.10 *New Path T.21 128 5.26 1 Utr 2.0 7.000 150 8.927 to 0.0 2.000 0.0 T.20 128 5.26 0.862 0.0 9.000 0.0189 0.170 Vel = 2.89 T.20 128 2.26 1 Utr 2.0 16.000 150 4.3319.097 to Utb 17.0 16.000 T.26 118 7.52 0.862 0.0 32.000 0.0367 1.175 Vel= 4.13 T.26 118 1.01 1 Utb 17.0 36.000 150 14.603 to 0.0 14.000 4.331 T.34 108 8.53 0.862 0.0 50.000 0.0463 2.316 Vel= 4.69 0.0 T.34 8.53 21.250 K Factor= 1.85 *New Path T.14 128 2.07 1 Utr 2.0 9.000 150 8.966 to 0.0 2.000 0.0 H.1 128 2.07 0.862 0.0 11.000 0.0034 0.037 Vel= 1.14 H.1 128 0.0 1 Utr 2.0 22.000 150 9.003 to 0.0 2.000 0.0 H.2 128 2.07 0.862 0.0 24.000 0.0034 0.081 Vel = 1.14 H.2 128 0.0 1 Utr 2.0 7.000 150 9.084 to 0.0 2.000 0.0 H.3 128 2.07 0.862 0.0 _9:000 0.0033 0.030 Vel = 1.14 H.3 128 0.0 1 Utb 17.0 2.000 150 9.114 to 0.0 14.000 0.0 T.17 128 2.07 0.862 0.0 16.000 0.0034 0.054 Vel= 1.14 0.0 T.17 2.07 9.168 K Factor= 0.68 *New Path T.19 128 2.26 1 Utr 2.0 1.000 150 9.085 to 0.0 2.000 0.0 T.20 128 2.26 0.862 0.0 3.000 0.0040 0.012 Vel= 1.24 0.0 T.20 2.26 9.097 K Factor= 0.75 *New Path T.25 118 0.11 1 Utr 2.0 1.000 150 14.181 to 0.0 2.000 0.0 H.10 118 0.11 0.862 0.0 3.000 0 0.0 Vel = 0.06 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor Page 8 ROSHAK AT RIVER TERRACE,K-6-Two Head Calculation (H.6 & H.5) Date 7/24/2019 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.10 118 0.0 1 Utr 2.0 12.000 150 14.181 to 0.0 2.000 0.0 H.9 118 0.11 0.862 0.0 14.000 0 0.0 Vel = 0.06 H.9 118 0.0 1 Utr 2.0 5.000 150 14.181 to 0.0 2.000 0.0 T.22 118 0.11 0.862 0.0 7.000 0 0.0 Vel= 0.06 0.0 T.22 0.11 14.181 K Factor= 0.03 *New Path T.29 118 0.44 1 2Utb 34.0 5.000 150 14.387 to 0.0 28.000 0.0 T.30 118 0.44 0.862 0.0 33.000 0.0002 0.006 Vel= 0.24 0.0 T.30 0.44 14.393 K Factor= 0.12 *New Path T.27 118 1.01 1 2Utb 34.0 1.000 150 14.577 to 0.0 28.000 0.0 T.26 118 1.01 0.862 0.0 29.000 0.0009 0.026 Vel= 0.56 0.0 T.26 1.01 14.603 K Factor= 0.26 *New Path T.31 118 0.0 1 0.0 3.883 150 14.781 to 0.0 0.0 0.0 T.32 118 0.0 0.862 0.0 3.883 0 0.0 Vel =0 T.32 118 -0.36 1 Utr 2.0 1.000 150 14.796 to 0.0 2.000 0.0 T.33 118 -0.36 0.862 0.0 3.000 0 0.0 Vel = 0.20 0.0 T.33 -0.36 14.796 K Factor= -0.09 *New Path T.36 108 1.64 0.75 Utb 17.0 4.000 150 20.594 to 0.0 17.000 0.0 H.12 108 1.64 0.671 0.0 21.000 0.0075 0.157 Vel= 1.49 H.12 108 0.0 0.75 Utb 17.0 4.000 150 20.751 to Utr 2.0 19.000 0.0 T.35 108 1.64 0.671 0.0 23.000 0.0074 0.171 Vel = 1.49 0.0 T.35 1.64 20.922 K Factor= 0.36 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 RECEIVED OFFICE COPY AUG 13 2019 CITY OF DIVISION M U 01101 BUILDING DIVISIOO N To: Whom it May Concern From: Rachel Gunderson Re: Roshak at River Terrace, Uponor Project#32575F Date: 7/30/19 The intermediate temperature sprinkler head shown on some plans in the mechanical room for River Terrace are not necessary. With the intermediate sprinkler head taken out of the system, the system will not be negatively affected. According to the NFPA 13-D Standard Chapter 8.3 Location of Sprinklers 8.3.8 Sprinklers shall not be required in closets in garages and exterior closets (regardless of size) located on exterior balconies, exterior breezeways/corridors, or accessed from outdoors where the closet does not have doors or unprotected penetrations directly into the dwelling unit. Plans that show the sprinkler head in the mechanical closet accessed from the garage, and without negatively impacting the system with its removal, can be omitted. Sincerely, Rachel Gunderson Design Technician—Fire Safety Uponor North America Uponor,Inc. Uponor Ltd. 5925 148th Street West 2000 Argentia Rd., Plaza 1, Ste. 200 Apple Valley, MN 55124 Mississauga. ON L5N 1W1 T 800.321.4739 T 888.994.7726 F 952.891.2008 F 800.638.9517 W www.uponor-usa.com W www.uponor ca