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Report (81) RECEIVED I here by certify that this plan, specification or report was prepared by me or under my AUG 1 3 2019 direct supervision and that I am NICET Certified at Level IV. CITY OF TIGARD BUILDING DIVISION Brent D Kotula Date: Req. 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,E-6-One Head Calculation (H.11) Drawing : RESIDENTIAL Location : TIGARD OR Remote Area : 1 Contract : 32575F 001 Data File : 32575F Roshak at River Terrace, E-6-1.25 RH.wx1 Date/Time : 07/16/2019-2:31 PM Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 t Uponor Page 1 ROSHAK AT RIVER TERRACE,E-6- One Head Calculation (H.11) Date 7/16/2019 HYDRAULIC DESIGN INFORMATION SHEET Name - ROSHAK AT RIVER TERRACE E-6 Date - 7/12/2019 Location - TIGARD OR Building - RESIDENTIAL System No. - 1 Contractor - ALLIANCE PLUMBING Contract No. - 32575F 001 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 24.8 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 v Water Supply Curve C Uponor Page 2 ROSHAK AT RIVER TERRACE,E-6- One Head Calculation (H.11) Date 7/16/2019 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 : 30.803 Hose ( Demand ) : 5 D3-System Demand : 18.001 Safety Margin : 24.142 150 140 130 p 120 R 110 E 100 S 90 S 80 U 70 R 60 Cl o-. E 50 C2 6 40 — D2 30 ! 20 D3 10 . 1,1 — ;,......... .... .... . . . . . , . . . . . . , . . . . . . I . . . . . . . . , . . . . 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,E-6-One Head Calculation (H.11) Date 7/16/2019 Fitting Legend Abbrev. Name '/2 '/+ 1 1'/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 Ucp* Aquapex Coupling 1 2 2 2 2 3 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 Al, ' Flow Summary - NFPA Uponor ROSHAK AT RIVER TERRACE,E-6-One Head Calculation (H.11) Page 4 Date 7/16/2019 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 55.0 45 300.054.945 18.0 30.803 NODE ANALYSIS Node Tag Elevation Node Type at Node Pressure at Node Discharge Notes H.11 128.0 4.9 7.04 13.0 H.9 128.0 7.47 T.24 128.0 7.63 T.29 118.0 12.31 T.41 108.0 16.93 T.40 108.0 17.09 T.39 108.0 17.36 T.38 108.0 17.55 S.1 104.0 19.94 MTR 100.0 26.74 5.0 STR 100.0 30.8 H.10 128.0 7.34 T.25 128.0 7.67 T.35 118.0 12.28 T.44 108.0 16.77 T.46 108.0 16.8 H.19 108.0 16.8 T.42 108.0 16.85 T.23 128.0 7.66 H.6 128.0 7.74 T.21 128.0 7.78 T.20 128.0 7.81 T.26 118.0 12.28 H.12 118.0 12.29 T.28 118.0 12.31 T.27 118.0 12.34 H.8 128.0 7.7 H.7 128.0 7.75 H.5 128.0 7.81 T.22 128.0 7.85 H.3 128.0 7.82 H.2 128.0 7.83 H.1 128.0 7.84 H.4 128.0 7.85 H.14 118.0 12.28 T.32 118.0 12.29 H.16 118.0 12.3 H.17 118.0 12.3 T.36 118.0 12.3 T.37 118.0 12.31 T.43 108.0 16.77 T.30 118.0 12.31 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA Page 5 Uponor Page 5/16/2019 ROSHAK AT RIVER TERRACE,E-6-One Head Calculation (H.11) NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.34 118.0 12.31 H.15 118.0 12.31 H.13 118.0 12.31 H.18 108.0 17.45 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor ROSHAK AT RIVER TERRACE,E-6-One Head Calculation (H.11) Page 6 Date 7/16/2019 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to Node2 Elev2 Fact or Ftngs Pe ******* Notes ****** Qt Act Eqiv Len Total Pf/Ft Pf *Remote Head to Supply H.11 128 4.90 6.86 1 Utr 2.0 12.000 150 7.040 to 0.0 2.000 0.0 H.9 128 6.86 0.862 0.0 14.000 0.0309 0.433 Vel= 3.77 H.9 128 0.0 1 Utr 2.0 3.000 150 7.473 to 0.0 2.000 0.0 T.24 128 6.86 0.862 0.0 5.000 0.0310 0.155 Vel= 3.77 T.24 128 -3.03 1 Utr 2.0 17.000 150 7.628 to Utb 17.0 16.000 4.331 T.29 118 3.83 0.862 0.0 33.000 0.0105 0.347 Vel= 2.11 T.29 118 -0.25 1 Utb 17.0 17.000 150 12.306 to 0.0 14.000 4.331 T.41 108 3.58 0.862 0.0 31.000 0.0093 0.289 Vel= 1.97 T.41 108 4.76 1.25 Utr 4.0 6.000 150 16.926 to 0.0 4.000 T.40 108 8.34 1.054 0.0 0.0 10.000 0.0166 0.166 Vel= 3.07 T.40 108 4.66 1.25 Utr 4.0 3.000 150 17.092 to 0.0 4.000 0.0 T.39 108 13.0 1.054 0.0 7.000 0.0380 0.266 Vel= 4.78 T.39 108 -1.28 1.25 Utr 4.0 2.000 150 17.358 to 0.0 4.000 T.38 108 11.72 1.054 0.0 0.0 6.000 0.0313 0.188 Vel= 4.31 T.38 108 1.28 1.25 Utr 4.0 11.000 150 17.546 • to T 2.44 6.440 1.732 S.1 104 13.0 1.054 0.0 17.440 0.0380 0.662 Vel= 4.78 S.1 104 0.0 1.25 2E 2.44 52.000 150 19.940 to 0.0 2.440 MTR 100 13.0 1.054 0.0 54.440 0.0379 2.065 Vel =4 788 osss = 3 MTR 100 H5 5.00 1 E 2.336 35.000 150 26.737 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 *New Path 30.803 K Factor= 3.24 H.11 128 6.14 1 0.0 12.000 150 7.040 to 0.0 0.0 0.0 H.10 128 6.14 0.862 0.0 12.000 0.0252 0.303 ` H.10 128 ----Vel= 3.38 - 0.0 1 Utr 2.0 11.000 150 7.343 to 0.0 2.000 0.0 T.25 128 6.14 0.862 0.0 13.000 0.0252 0.327 Vel= 3.38 T.25 128 -2.49 1 Utr 2.0 13.000 150 7.670 to Utb 17.0 16.000 4.331 T.35 118 3.65 0.862 0.0 29.000 0.0097 0.280 Vel= 2.01 T.35 118 -0.93 1 Utb 17.0 15.000 150 12.281 to 0.0 14.000 4.331 T.44 108 2.72 0.862 0.0 29.000 0.0056 0.162 Vel = 1.50 T.44 108 -0.23 1 Utr 2.0 3.000 150 16.774 to 0.0 2.000 0.0 T.46 108 2.49 0.862 0.0 5.000 0.0048 0.024 Vel= 1.37 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Page 7 Uponor Page 7/16/2019 ROSHAK AT RIVER TERRACE,E-6-One Head Calculation (H.11) Node1 EIev1 K Qa Nom Fitting Pipe CFact Pt Notes ***'** to or Ftngs Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf T.46 108 0.0 1 0.0 1.000 150 16.798 to 0.0 0.0 0.0 H.19 108 2.49 0.862 0.0 1.000 0.0040 0.004 Vel= 1.37 H.19 108 0.0 1 Utr 2.0 9.000 150 16.802 to 0.0 2.000 T.42 108 2.49 0.862 0.0 11.000 0.0047 0.052 Vel= 1.37 T.42 108 2.27 1.25 0.0 12.000 150 16.854 to 0.0 0.0 T.41 108 4.76 1.054 0.0 12.000 0.0060 0.072 Vel= 1.75 0.0 16.926 K Factor= 1.16 T.41 4.76 *New Path T.24 128 3.03 1 Utr 2.0 2.000 150 0.628 to 0.0 2.000 T.23 128 3.03 0.862 0.0 4.000 0.0068 0.027 Vel = 1.67 T.23 128 0.0 1 Utr 2.0 10.000 150 7.6557 to 0.0 2.000 H.6 128 3.03 0.862 0.0 12.000 0.0068 0.082 Vel= 1.67 H.6 128 0.0 1 Utr 2.0 5.000 150 77.7737 to 0.0 2.000 .0 T.21 128 3.03 0.862 0.0 7.000 0.0069 0.048 Vel= 1.67 T.21 128 0.0- 1 Utr 2.0 2.000 150 77.7785 to 0.0 2.000 .0 T.20 128 3.03 0.862 0.0 4.000 0.0070 0.028 Vel= 1.67 T.20 128 -1.07 1 2Utb 34.0 16.482 150 7.833 to 0.0 28.000 T.26 118 1.96 0.862 0.0 44.482 0.0030 0.135 Vel = 1.08 T.26 118 -0.79 1 Utr 2.0 8.000 150 12 079 to 0.0 2.000 H.12 118 1.17 0.862 0.0 10.000 0.0012 0.012 Vel= 0.64 H.12 118 0.0 1 Utr 2.0 13.000 150 12.291 to 0.0 2.000 T.28 118 1.17 0 862 0.0 15.000 0.0011 0.017 Vel= 0.64 T.28 118 -0.08 1 2Utb 34.0 1.000 150 12.308 to 0.0 28.000 T.27 118 1.09 0.862 0.0 29.000 0.0010 0.030 Vel= 0.60 T.27 118 3.57 1 Utb 17.0 14.000 150 12.338 to 0.0 14.000 1 T.40 108 4.66 0.862 0.0 28.000 0.0151 0.423 Vel= 2.56 0.0 17.092 K Factor= 1.13 T.40 4.66 *New Path T.25 128 2.49 1 Utr 2.0 5.000 150 7.6707 to 0.0 2.000 H.8 128 2.49 0.862 0.0 7.000 0.0049 0.034 Vel= 1.37 H.8 128 0.0 1 Utr 2.0 8.000 150 7.704 to 0.0 2.000 0.0 H.7 128 2.49 0.862 0.0 10.000 0.0047 0.047 Vel= 1.37 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor ROSHAK AT RIVER TERRACE,E-6-One Head Calculation (H.11) Dat 8 te 7/16/2019 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf Notes *" * ` H.7 128 0.0 1 Utr 2.0 11.000 150 7.751 to 0.0 2.000 0.0 H.5 128 2.49 0.862 0.0 13.000 0.0048 0.062 Vel= 1.37 H.5 128 0.0 1 Ucp 2.0 4.000 150 7.813 to Utr 2.0 4.000 0.0 T.22 128 2.49 0.862 0.0 8.000 0.0048 0.038 Vel= 1.37 T.22 128 _ 1.07 1 Utr 2.0 15.000 150 7.851 to 0.0 2.000 4.331 T.27 118 3.56 0.862 0.0 17.000 0.0092 0.156 Vel= 1.96 0.0 T.27 3.56 12.338 K Factor= 1.01 *New Path T.20 128 1.07 1 Utr 2.0 9.000 150 7.813 to 0.0 2.000 0.0 H.3 128 1.07 0.862 0.0 11.000 0.0010 0.011 Vel= 0.59 H.3 128 0.0 1 Utr 2.0 2.000 150 7.824 to 0.0 2.000 0.0 H.2 128 1.07 0.862 0.0 4.000 0.0010 0.004 Vel= 0.59 H.2 128 0.0 1 Utr 2.0 9.000 150 7.828 to 0.0 2.000 0.0 H.1 128 1.07 0.862 0.0 11.000 0.0010 0.011 Vel = 0.59 H.1 128 0.0 1 Utr 2.0 9.000 150 7.839 to 0.0 2.000 0.0 H.4 128 1.07 0.862 0.0 11.000 0.0010 0.011 Vel = 0.59 H.4 128 0.0 1 0.0 1.000 150 7.850 to 0.0 0.0 0.0 T.22 128 1.07 0.862 0.0 1.000 0.0010 0.001 Vel= 0.59 0.0 T.22 1.07 7.851 K Factor= 0.38 *New Path T.26 118 0.78 1 Utr 2.0 9.000 150 12.279 to 0.0 2.000 0.0 H.14 118 0.78 0.862 0.0 11.000 0.0005 0.006 Vel = 0.43 H.14 118 0.0 1 Utr 2.0 4.000 150 12.285 to 0.0 2.000 0.0 T.32 118 0.78 0.862 0.0 6.000 0.0005 0.003 Vel = 0.43 T.32 118 0.0 1 Utr 2.0 13.000 150 12.288 to 0.0 2.000 0.0 H.16 118 0.78 0.862 0.0 15.000 0.0006 0.009 Vel= 0.43 H.16 118 0.0 1 0.0 9.000 150 12.297 to 0.0 0.0 0.0 H.17 118 0.78 0.862 0.0 9.000 0.0006 0.005 Vel = 0.43 H.17 118 0.0 1 Utr 2.0 2.000 150 12.302 to 0.0 2.000 0.0 T.36 118 0.78 0.862 0.0 4.000 0.0005 0.002 Vel= 0.43 T.36 118 0.94 1 0.0 3.000 150 12.304 to 0.0 0.0 0.0 T.37 118 1.72 0.862 0.0 3.000 0.0023 0.007 Vel = 0.95 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Page 9 Uponor Date 9/16/2019 ROSHAK AT RIVER TERRACE,E-6-One Head Calculation (H.11) Node1 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.37 118 0.33 1 2Utb 34.0 12.000 150 12.311 to 0.0 28.000 4.331 T.43 108 2.05 0.862 0.0 40.000 0.0033 0.132 Vel= 1.13 T.43 108 0.22 1 Utr 2.0 4.000 150 16.77467 to Utb 17.0 16.000 T.42 108 2.27 0.862 0.0 20.000 0.0040 0.080 Vel = 1.25 0.0 T.42 2.27 16.854 K Factor= 0.55 *New Path T.35 118 0.93 1 2Utb 34.0 2.000 150 12.281 to 0.0 28.000 0.0 T.36 118 0.93 0.862 0.0 30.000 0.0008 0.023 Vel= 0.51 0.0 T.36 0.93 12.304 K Factor= 0.27 *New Path T.29 118 0.25 1 2Utb 34.0 2.000 150 12.306 to 0.0 28.000 0.0 T.30 118 0.25 0.862 0.0 30.000 0.0001 0.002 Vel = 0.14 T.30 118 0.08 1 Utr 2.0 2.000 150 12.30823 to 0.0 2.000 T.34 118 0.33 0.862 0.0 4.000 0.0002 0.001 Vel = 0.18 T.34 118 0.0 1 Utr 0.02.0 9.000 2.000 150 12.30923 to H.15 118 0.33 0.862 0.0 11.000 0.0001 0.001 Vel= 0.18 H.15 118 0.0 1 Utr 2.0 9.000 150 12.310 to 0.0 2.000 0.0 T.37 118 0.33 0.862 0.0 11.000 0.0001 0.001 Vel= 0.18 0.0 T.37 0.33 12.311 K Factor= 0.09 *New Path T.28 118 0.08 1 Utr 2.0 4.000 150 12.30823 to 0.0 2.000 H.13 118 0.08 0.862 0.0 6.000 0 0.0 Vel = 0.04 H.13 118 0.0 1 Utr 2.0 3.000 150 12.308 to 0.0 2.000 0.0 T.30 118 0.08 0.862 0.0 5.000 0 0.0 Vel = 0.04 0.0 T.30 0.08 12.308 K Factor= 0.02 *New Path T.44 108 0.23 1 Utr 2.0 5.572 150 16.774 to 0.0 2.000 0.0 T.43 108 0.23 0.862 0.0 7.572 0 0.0 Vel= 0.13 0.0 T.43 0.23 16.774 K Factor= 0.06 *New Path T.39 108 1.28 0.75 Utb 17.0 2.000 150 17.358 to 0.0 17.000 0.0 H.18 108 1.28 0.671 0.0 19.000 0.0047 0.089 Vel= 1.16 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor Page 10 ROSHAK AT RIVER TERRACE,E-6-One Head Calculation (H.11) Date 7/16/2019 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 H.18 108 0.0 0.75 Utb 17.0 2.000 150 17.447 to Utr 2.0 19.000 0.0 T.38 108 1.28 0.671 0.0 21.000 0.0047 0.099 Vel= 1.16 0.0 T.38 1.28 17.546 K Factor= 0.31 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 RECEIVED I here by certify that this plan, specification AUG 1 3 2019 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: Rea. No. 113889 $$ v AquaSAFETM FIRE SAFETY SYSTEM OFFICE COPY Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : ROSHAK AT RIVER TERRACE,E-6-Two Head Calculation (H.3 & H.2) 1. Drawing : RESIDENTIAL Location : TIGARD OR Remote Area : 1 Contract : 32575F 001 Data File : 32575F Roshak at River Terrace, E-6-1.25 RH.wx2 Date/Time : 07/17/2019-2:44 PM Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor Page 1 ROSHAK AT RIVER TERRACE,E-6-Two Head Calculation (H.3 & H.2) Date 7/17/2019 HYDRAULIC DESIGN INFORMATION SHEET Name - ROSHAK AT RIVER TERRACE E-6 Date - 7/12/2019 Location - TIGARD OR Building - RESIDENTIAL System No. - 1 Contractor - ALLIANCE PLUMBING Contract No. - 32575F 001 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 26.0053 Psi Required 43.23 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,E-6-Two Head Calculation (H.3 & H.2) Date 7/17/2019 City Water Supply: Demand: Cl - Static Pressure : 55 D1 - Elevation : 12.127 C2- Residual Pressure: 45 D2- System Flow : 26.005 C2- Residual Flow : 300 D2-System Pressure : 49.228 Hose ( Demand ) : 5 D3- System Demand : 31.005 Safety Margin : 5.622 150 140 130 p120 R 110 E 100 S 90 S 80 U 70 R60 C16-132 — E 50 ii C2 — e 40 D.4 - 30 20 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,E-6-Two Head Calculation (H.3 & H.2) Date 7/17/2019 Fitting Legend Abbrev. Name '/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 Ucp* Aquapex Coupling 1 2 2 2 2 3 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 Page 4 ROSHAK AT RIVER TERRACE,E-6-Two Head Calculation (H.3& H.2) Date 7/17/2019 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 55.0 45 300.0 54.85 31.01 49.228 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 8.0 H.4 128.0 8.97 T.22 128.0 9.06 T.27 118.0 14.2 T.40 108.0 20.18 T.39 108.0 21.14 T.38 108.0 21.82 S.1 104.0 25.93 MTR 100.0 38.11 5.0 STR 100.0 49.23 H.3 128.0 4.9 7.04 13.0 T.20 128.0 8.31 T.26 118.0 13.93 H.12 118.0 14.03 T.28 118.0 14.17 H.13 118.0 14.2 T.30 118.0 14.23 T.29 118.0 14.28 T.41 108.0 19.6 T.21 128.0 8.45 H.6 128.0 8.7 T.23 128.0 9.12 T.24 128.0 9.26 H.5 128.0 9.12 H.7 128.0 9.23 H.8 128.0 9.31 T.25 128.0 9.37 T.35 118.0 14.23 T.44 108.0 19.08 T.46 108.0 19.16 H.19 108.0 19.18 T.42 108.0 19.36 H.9 128.0 9.27 H.11 128.0 9.31 H.10 128.0 9.34 H.14 118.0 14.01 T.32 118.0 14.05 H.16 118.0 14.15 H.17 118.0 14.21 T.36 118.0 14.23 T.37 118.0 14.26 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA Uponor Page 5 ROSHAK AT RIVER TERRACE,E-6-Two Head Calculation (H.3& H.2) Date 7/17/2019 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.43 108.0 19.08 T.34 118.0 14.23 H.15 118.0 14.24 H.18 108.0 21.46 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • Final Calculations : Hazen-Williams Uponor ROSHAK AT RIVER TERRACE,E-6-Two Head Calculation (H.3& H.2) Dat 6 te 7/17/2019 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 12.04 1 Utr 2.0 9.000 150 7.040 to 0.0 2.000 0.0 H.1 128 12.04 0.862 0.0 11.000 0.0876 0.964 Vel= 6.62 H.1 128 0.0 1 Utr 2.0 9.000 150 8.004 to 0.0 2.000 0.0 H.4 128 12.04 0.862 0.0 11.000 0.0876 0.964 Vel= 6.62 H.4 128 0.0 1 0.0 1.000 150 8.968 to 0.0 0.0 0.0 T.22 128 12.04 0.862 0.0 1.000 0.0880 0.088 Vel = 6.62 T.22 128 -3.37 1 Utr 2.0 15.000 150 9.056 to 0.0 2.000 4.331 T.27 118 8.67 0.862 0.0 17.000 0.0477 0.811 Vel= 4.77 T.27 118 1.05 1 Utb 17.0 14.000 150 14.198 to 0.0 14.000 4.331 T.40 108 9.72 0.862 0.0 28.000 0.0590 1.651 Vel= 5.34 T.40 108 16.28 1.25 Utr 4.0 3.000 150 20.180 to 0.0 4.000 0.0 T.39 108 26.0 1.054 0.0 7.000 0.1367 0.957 Vel= 9.56 T.39 108 -2.56 1.25 Utr 4.0 2.000 150 21.137 to 0.0 4.000 0.0 T.38 108 23.44 1.054 0.0 6.000 0.1130 0.678 Vel = 8.62 T.38 108 2.56 1.25 Utr 4.0 11.000 150 21.815 to T 2.44 6.440 1.732 S.1 104 26.0 1.054 0.0 17.440 0.1368 2.385 Vel= 9.56 S.1 104 0.0 1.25 2E 2.44 52.000 150 25.932 to 0.0 2.440 4.732 **Fixed Loss=3 MTR 100 26.0 1.054 0.0 54.440 0.1368 7.447 Vel= 9.56 MTR 100 H5 5.00 1 E 2.336 35.000 150 38.111 to T 5.841 9.345 0.0 STR 100 31.0 0.995 G 1.168 44.345 0.2507 11.117 Vel = 12.79 0.0 STR 31.00 49.228 KFactor= 4.42 *New Path H.2 128 0.96 1 Utr 2.0 2.000 150 7.040 to 0.0 2.000 0.0 H.3 128 0.96 0.862 0.0 4.000 0.0008 0.003 Vel = s. H.3 128 4.90 13.00 1 Utr 2.0 9.000 150 7.043 to 0.0 2.000 0.0 T.20 128 13.96 0.862 0.0 11.000 0.1153 1.268 Vel = 7.67 T.20 1218 -7.34 1 2Utb 34.0 16.482 150 8.311 to 0.0 28.000 4.331 T.26_ 118 6.62 0.862 0.0 44.482 0.0290 1.291 Vel= 3.64 T.26 118 -2.99 1 Utr 2.0 8.000 150 13.933 to 0.0 2.000 0.0 H.12 118 3.63 0.862 0.0 10.000 0.0095 0.095 Vel= 2.00 H.12 118 0.0 1 Utr 2.0 13.000 150 14.028 to 0.0 2.000 0.0 T.28 118 3.63 0.862 0.0 15.000 0.0095 0.142 Vel = 2.00 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Page 7 Uponor Date 7/17/2019 ROSHAK AT RIVER TERRACE,E-6-Two Head Calculation (H.3 & H.2) Node1 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.28 118 -1.05 1 Utr 2.0 4.000 150 14.170 to 0.0 2.000 0.0 H.13 118 2.58 0.862 0.0 6.000 0.0052 0.031 Vel= 1.42 H.13 118 0.0 1 Utr 2.0 3.000 150 14.20142 to 0.0 2.000 T.30 118 2.58 0.862 0.0 _ 5.000 0.0050 0.025 Vel = 1.42 T.30 118 -1.13 1 2Utb 34.0 2.000 150 14.226 to 0.0 28.000 0.0 T.29 118 1.45 0.862 0.0 30.000 0.0017 0.052 Vel= 0.80 T.29 118 5.55 1 Utb 17.0 17.000 150 14.278 to 0.0 14.000 4.331 T.41 108 7.0 0.862 0.0 31.000 0.0321 0.995 Vel= 3.85 T.41 108 9.29 1.25 Utr 4.0 6.000 150 19.604 to 0.0 4.000 0.0 T.40 108 16.29 1.054 0.0 10.000 0.0576 0.576 Vel = 5.99 0.0 T.40 16.29 20.180 K Factor= 3.63 *New Path T.20 128 7.34 1 Utr 2.0 2.000 150 8.311 to 0.0 2.000 0.0 T.21 128 7.34 0.862 0.0 4.000 0.0350 0.140 Vel= 4.04 T.21 128. 0.0 1 Utr 2.0 5.000 150 8.45184 to 0.0 2.000 H.6 128 7.34 0.862 0.0 7.000 0.0351 0.246 Vel= 4.04 H.6 128 0.0 1 Utr 2.0 10.000 150 8.697 to 0.0 2.000 0.0 T.23 128 7.34 0.862 0.0 12.000 0.0351 0.421 Vel= 4.04 T.23 128 0.0 1 Utr 2.0 2.000 150 9.118 to 0.0 2.000 0.0 T.24 128 7.34 0.862 0.0 4.000 0.0350 0.140 Vel= 4.04 T.24 128 -1.79 1 Utr 2.0 17.000 150 9.258 to Utb 17.0 16.000 4.331 T.29 118 5.55 0.862 0.0 33.000 0.0209 0.689 Vel= 3.05 0.0 T.29 5.55 14.278 K Factor= 1.47 *New Path T.22 128 3.37 1 Ucp 2.0 4.000 150 9.056 to Utr 2.0 4.000 0.0 H.5 128 3.37 0.862 0.0 8.000 0.0082 0.066 Vel= 1.85 H.5 128 0.0 1 Utr 2.0 11.000 150 9.122 to 0.0 2.000 0.0 H.7 128 3.37 0.862 0.0 13.000 0.0083 0.108 Vel = 1.85 H.7 128 0.0 1 Utr 2.0 8.000 150 9.230 to 0.0 2.000 0.0 H.8 128 3.37 0.862 0.0 10.000 0.0084 0.084 Vel= 1.85 H.8 128 0.0 1 Utr 2.0 5.000 150 9.314 to 0.0 2.000 0.0 T.25 128 3.37 0.862 0.0 7.000 0.0083 0.058 Vel = 1.85 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor ROSHAK AT RIVER TERRACE,E-6-Two Head Calculation (H.3 & H.2) Dat 8 te 7/17/2019 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe *„ * ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf Notes T.25 128 1.79 1 Utr 2.0 13.000 150 9.372 to Utb 17.0 16.000 4.331 T.35 118 5.16 0.862 0.0 29.000 0.0183 0.531 Vel= 2.84 T.35 118 -0.06 1 Utb 17.0 15.000 150 14.234 to 0.0 14.000 4.331 T.44 108 5.1 0.862 0.0 29.000 0.0179 0.518 Vel= 2.80 T.44 108 -0.25 1 Utr 2.0 3.000 150 19.083 to 0.0 2.000 0.0 T.46 108 4.85 0.862 0.0 5.000 0.0162 0.081 Vel= 2.67 T.46 108 0.0 1 0.0 1.000 150 19.164 to 0.0 0.0 0.0 H.19 108 4.85 0.862 0.0 1.000 0.0170 0.017 Vel= 2.67 H.19 108 0.0 1 Utr 2.0 9.000 150 19.181 to 0.0 2.000 0.0 T.42 108 4.85 0.862 0.0 11.000 0.0163 0.179 Vel = 2.67 T.42 108 4.44 1.25 0.0 12.000 150 19.360 to 0.0 0.0 0.0 T.41 108 9.29 1.054 0.0 12.000 0.0203 0.244 Vel= 3.42 0.0 T.41 9.29 19.604 K Factor= 2.10 *New Path T.24 128 1.79 1 Utr 2.0 3.000 150 9.258 to 0.0 2.000 0.0 H.9 128 1.79 0.862 0.0 5.000 0.0026 0.013 Vel = 0.98 H.9 128 0.0 1 Utr 2.0 12.000 150 9.271 to 0.0 2.000 0.0 H.11 128 1.79 0.862 0.0 14.000 0.0026 0.036 Vel= 0.98 H.11 128 0.0 1 0.0 12.000 150 9.307 to 0.0 0.0 0.0 H.10 128 1.79 0.862 0.0 12.000 0.0026 0.031 Vel= 0.98 H.10 128 0.0 1 Utr 2.0 11.000 150 9.338 to 0.0 2.000 0.0 T.25 128 1.79 0.862 0.0 13.000 0.0026 0.034 Vel = 0.98 0.0 T.25 1.79 9.372 K Factor= 0.58 *New Path T.26 118 3.00 1 Utr 2.0 9.000 150 13.933 to 0.0 2.000 0.0 H.14 118 3.0 0.862 0.0 11.000 0.0066 0.073 Vel= 1.65 H.14 118 0.0 1 Utr 2.0 4.000 150 14.006 to 0.0 2.000 0.0 T.32 118 3.0 0.862 0.0 6.000 0.0067 0.040 Vel = 1.65 T.32 118 0.0 1 Utr 2.0 13.000 150 14.046 to 0.0 2.000 0.0 H.16 118 3.0 0.862 0.0 15.000 0.0067 0.101 Vel= 1.65 H.16 118 0.0 1 0.0 9.000 150 14.147 to 0.0 0.0 0.0 H.17 118 3.0 0.862 0.0 9.000 0.0067 0.060 Vel = 1.65 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Page 9 ag Uponor PPage 9/17/2019 ROSHAK AT RIVER TERRACE,E-6-Two Head Calculation (H.3& H.2) Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt Pe *,* ,** Notes "* * " to or Ftngs Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf H.17 118 0.0 1 Utr 2.0 2.000 150 14.207 to 0.0 2.000 0.0 T.36 118 3.0 0.862 0.0 4.000 0.0068 0.027 Vel= 1.65 T.36 118 0.06 1 0.0 3.000 150 14.23442 to 0.0 0.0 T.37 118 _ 3.06 0.862 0.0 3.000 0.0070 0.021 Vel = 1.68 T.37 118 1.13 1 2Utb 34.0 12.000 150 14.255 to 0.0 28.000 1 T.43 108 4.19 0.862 0.0 40.000 0.0124 0.497 Vel= 2.30 T.43 108 0.25 1 Utr 2.0 4.000 150 19.083 to Utb 17.0 16.000 0.0 T.42 108 4.44 0.862 0.0 20.000 0.0138 0.277 Vel= 2.44 0.0 T.42 4.44 19.360 K Factor= 1.01 *New Path T.28 118 1.05 1 2Utb 34.0 1.000 150 14.170 to 0.0 28.000 0.0 T.27 118 1.05 0.862 0.0 29.000 0.0010 0.028 Vel= 0.58 0.0 T.27 1.05 14.198 K Factor= 0.28 *New Path T.30 118 1.13 1 Utr 2.0 2.000 150 14.226 to 0.0 2.000 T.34 118 1.13 0.862 0.0 4.000 0.0010 0.004 Vel= 0.62 T.34 118 0.0 1 Utr 2.0 9.000 150 14.230 to 0.0 2.000 0.0 H.15 118 1.13 0.862 0.0 11.000 0.0012 0.013 Vel= 0.62 H.15 118 0.0 1 Utr 2.0 9.000 150 14.2432 to 0.0 2.000 T.37 118 1.13 0.862 0.0 11.000 0.0011 0.012 Vel = 0.62 0.014.255 K Factor= 0.30 T.37 1.11 3 *New Path T.35 118 0.07 1 2Utb 34.0 2.000 150 14.234 to 0.0 28.000 0.0 T.36 118 0.07 0.862 0.0 30.000 0 0.0 Vel = 0.04 0.0 T.36 0.07 14.234 K Factor= 0.02 *New Path T.44 108 0.25 1 Utr 2.0 5.572 150 19.083 to 0.0 2.000 0.0 T.43 108 0.25 0.862 0.0 7.572 0 0.0 Vel= 0.14 0.0 T.43 0.25 19.083 K Factor= 0.06 *New Path T.39 108 2.56 0.75 Utb 17.0 2.000 150 21.137 to 0.0 17.000 0.0 H.18 108 2.56 0.671 0.0 19.000 0.0169 0.322 Vel= 2.32 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor Page 10 ROSHAK AT RIVER TERRACE,E-6-Two Head Calculation (H.3& H.2) Date 7/17/2019 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 H.18 108 0.0 0.75 Utb 17.0 2.000 150 21.459 to Utr 2.0 19.000 0.0 T.38 108 2.56 0.671 0.0 21.000 0.0170 0.356 Vel = 2.32 0.0 T.38 2.56 21.815 K Factor= 0.55 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 OFFICE COPY RECEIVED AUG 132019 CITY OFTIGARD uponor BUILDING LDING DIVISION 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 Ltei. 5925 148'"Street West 2000 Argentia Rd., Plaza 1, Ste. 200 Apple Valley,MN 55124 Missssauga,ON L5N 1W1 T 800.321.4739 T 888.994,7 726 F 952.891 2008 F 800.638.9517 W www.uponor-usa.corn W www.uponor.ca