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Report (91) co t ( ltd CS} T- I here by certify that this plan, specification or report was prepared by me or under my RECEIVED direct supervision and that I am NICET �/ C Certified at Level IV. AUG 2 9 2019 CITY OF TIGARD Brent D Kotula BUILDING DIVISION Date: Req. No. 113889 0 • Ufr 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-6-1.5.wx1 Date/Time : 07/17/2019- 1:3 PM II Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor Page 1 ROSHAK AT RIVER TERRACE,E-6- One Head Calculation (H.11) 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: (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 24.52 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) - 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,E-6- One Head Calculation (H.11) Page 2 Date 7/17/2019 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 : 30.516 Hose ( Demand ) : 5 D3- System Demand : 18.001 Safety Margin : 24.429 150 140 130 p 120 R 110 E 100 S 90 S 80 U 70 R 60 : C1 E 50 C2 — _ e 40 - _ D2 — 30 O 20D3`. 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,E-6- One Head Calculation (H.11) Date 7/17/2019 Fitting Legend Abbrev. Name 1/2 % 1 1% 1% 2 21/2 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 Flow Summary - NFPA Uponor Page 4 ROSHAK AT RIVER TERRACE,E-6-One Head Calculation (H.11) 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 54.945 18.0 30.516 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node 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 12.33 T.41 108.0 16.95 T.40 108.0 17.12 T.39 108.0 17.39 T.38 108.0 17.57 S.1 104.0 19.97 MTR 100.0 26.45 5.0 STR 100.0 30.52 H.10 128.0 7.34 T.25 128.0 7.67 T.35 118.0 12.3 T.44 108.0 16.8 T.46 108.0 16.82 H.19 108.0 16.82 T.42 108.0 16.88 T.23 128.0 7.66 H.6 128.0 7.73 T.21 128.0 7.78 T.20 128.0 7.8 T.26 118.0 12.29 H.12 118.0 12.31 T.28 118.0 12.33 T.27 118.0 12.38 H.8 128.0 7.7 H.7 128.0 7.74 H.5 128.0 7.8 T.22 128.0 7.82 H.3 128.0 7.81 H.2 128.0 7.81 H.1 128.0 7.82 H.4 128.0 7.82 H.14 118.0 12.3 T.32 118.0 12.3 H.16 118.0 12.32 H.17 118.0 12.32 T.36 118.0 12.32 T.37 118.0 12.33 T.43 108.0 16.8 T.30 118.0 12.33 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA Uponor Page 5 ROSHAK AT RIVER TERRACE,E-6-One Head Calculation (H.11) Date 7/17/2019 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.34 118.0 12.33 H.15 118.0 12.33 H.13 118.0 12.33 H.18 108.0 17.48 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • Final Calculations : Hazen-Williams Uponor Page 6 ROSHAK AT RIVER TERRACE,E-6-One Head Calculation (H.11) Date 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.11 128 4.90 6.87 1 Utr 2.0 12.000 150 7.040 to 0.0 2.000 0.0 H.9 128 6.87 0.862 0.0 14.000 0.0310 0.434 Vel = 3.78 H.9 128 0.0 1 Utr 2.0 3.000 150 7.474 to 0.0 2.000 0.0 T.24 128 6.87 0.862 0.0 5.000 0.0310 0.155 Vel = 3.78 T.24 128 -2.93 1 Utr 2.0 17.000 150 7.629 to Utb 17.0 16.000 4.331 T.29 118 3.94 0.862 0.0 33.000 0.0111 0.367 Vel = 2.17 T.29 118 -0.33 1 Utb 17.0 17.000 150 12.327 to 0.0 14.000 4.331 T.41 108 3.61 0.862 0.0 31.000 0.0094 0.292 Vel = 1.98 T.41 108 4.82 1.25 Utr 4.0 6.000 150 16.950 to 0.0 4.000 0.0 T.40 108 8.43 1.054 0.0 10.000 0.0170 0.170 Vel = 3.10 T.40 108 4.57 1.25 Utr 4.0 3.000 150 17.120 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 17.386 to 0.0 4.000 0.0 T.38 108 11.72 1.054 0.0 6.000 0.0313 0.188 Vel = 4.31 T.38 108 1.28 1.25 Utr 4.0 11.000 150 17.574 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 1.5 2E 3.443 100.000 150 19.968 to 0.0 3.443 4.732 ** Fixed Loss = 3 MTR 100 13.0 1.244 0.0 103.443 0.0169 1.750 Vel = 3.43 MTR 100 H5 5.00 1 E 2.336 35.000 150 26.450 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 30.516 K Factor= 3.26 *New Path H.11 128 6.13 1 0.0 12.000 150 7.040 to 0.0 0.0 0.0 H.10 128 6.13 0.862 0.0 12.000 0.0252 0.302 Vel = 3.37 H.10 128 0.0 1 Utr 2.0 11.000 150 7.342 to 0.0 2.000 0.0 T.25 128 6.13 0.862 0.0 13.000 0.0252 0.327 Vel = 3.37 T.25 128 -2.36 1 Utr 2.0 13.000 150 7.669 to Utb 17.0 16.000 4.331 T.35 118 3.77 0.862 0.0 29.000 0.0102 0.297 Vel = 2.07 T.35 118 -1.00 1 Utb 17.0 15.000 150 12.297 to 0.0 14.000 4.331 T.44 108 2.77 0.862 0.0 29.000 0.0058 0.167 Vel = 1.52 T.44 108 -0.25 1 Utr 2.0 3.000 150 16.795 to 0.0 2.000 0.0 T.46 108 2.52 0.862 0.0 5.000 0.0048 0.024 Vel = 1.39 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams • Uponor Page 7 ROSHAK AT RIVER TERRACE,E-6- One Head Calculation (H.11) Date 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 T.46 108 0.0 1 0.0 1.000 150 16.819 to 0.0 0.0 0.0 H.19 108 2.52 0.862 0.0 1.000 0.0050 0.005 Vel= 1.39 1-1.19 108 0.0 1 Utr 2.0 9.000 150 16.824 to 0.0 2.000 0.0 T.42 108 2.52 0.862 0.0 11.000 0.0049 0.054 Vel= 1.39 T.42 108 2.30 1.25 0.0 12.000 150 16.878 to 0.0 0.0 0.0 T.41 108 4.82 1.054 0.0 12.000 0.0060 0.072 Vel= 1.77 0.0 T.41 4.82 16.950 K Factor= 1.17 *New Path T.24 128 2.93 1 Utr 2.0 2.000 150 7.629 to 0.0 2.000 0.0 T.23 128 2.93 0.862 0.0 4.000 0.0065 0.026 Vel= 1.61 T.23 128 0.0 1 Utr 2.0 10.000 150 7.655 to 0.0 2.000 0.0 H.6 128 2.93 0.862 0.0 12.000 0.0064 0.077 Vel= 1.61 H.6 128 0.0 1 Utr 2.0 5.000 150 7.732 to 0.0 2.000 0.0 T.21 128 2.93 0.862 0.0 7.000 0.0063 0.044 Vel = 1.61 T.21 128 0.0 1 Utr 2.0 2.000 150 7.776 to 0.0 2.000 0.0 T.20 128 2.93 0.862 0.0 4.000 0.0065 0.026 Vel = 1.61 T.20 128 -0.78 1 2Utb 34.0 16.482 150 7.802 to 0.0 28.000 4.331 T.26 118 2.15 0.862 0.0 44.482 0.0036 0.161 Vel = 1.18 T.26 118 -0.84 1 Utr 2.0 8.000 150 12.294 to 0.0 2.000 0.0 H.12 118 _ 1.31 0.862 0.0 10.000 0.0015 0.015 Vel = 0.72 H.12 118 0.0 1 Utr 2.0 13.000 150 12.309 to 0.0 2.000 0.0 T.28 118 1.31 0.862 0.0 1.5.000 0.0014 0.021 Vel = 0.72 T.28 118 0.13 1 2Utb 34.0 1.000 150 12.330 to 0.0 28.000 0.0 T.27 118 1.44 0.862 0.0 29.000 0.0017 0.050 Vel= 0.79 T.27 118 3.13 1 Utb 17.0 14.000 150 12.380 to 0.0 14.000 4.331 T.40 108 4.57 0.862 0.0 28.000 0.0146 0.409 Vel= 2.51 0.0 T.40 4.57 17.120 K Factor= 1.10 *New Path T.25 128 2.36 1 Utr 2.0 5.000 150 7.669 to 0.0 2.000 0.0 H.8 128 2.36 0.862 0.0 7.000 0.0043 0.030 Vel = 1.30 H.8 128 0.0 1 Utr 2.0 8.000 150 7.699 to 0.0 2.000 0.0 H.7 128 2.36 0.862 0.0 10.000 0.0043 0.043 Vel = 1.30 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • Final Calculations : Hazen-Williams Uponor Page 8 ROSHAK AT RIVER TERRACE,E-6- One Head Calculation (H.11) Date 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 H.7 128 0.0 1 Utr 2.0 11.000 150 7.742 to 0.0 2.000 0.0 H.5 128 2.36 0.862 0.0 13.000 0.0043 0.056 Vel = 1.30 H.5 128 0.0 1 Utr 2.0 4.000 150 7.798 to 0.0 2.000 0.0 T.22 128 _ 2.36 0.862 0.0 6.000 0.0043 0.026 Vel = 1.30 T.22 128 0.78 1 Utr 2.0 15.000 150 7.824 to Utb 17.0 16.000 4.331 T.27 118 3.14 0.862 0.0 31.000 0.0073 0.225 Vel = 1.73 0.0 T.27 3.14 12.380 K Factor= 0.89 *New Path T.20 128 0.77 1 Utr 2.0 9.000 150 7.802 to 0.0 2.000 0.0 H.3 128 0.77 0.862 0.0 11.000 0.0005 0.006 Vel= 0.42 H.3 128 0.0 1 Utr 2.0 2.000 150 7.808 to 0.0 2.000 0.0 H.2 128 0.77 0.862 0.0 4.000 0.0005 0.002 Vel = 0.42 H.2 128 0.0 1 Utr 2.0 9.000 150 7.810 to 0.0 2.000 0.0 H.1 _ 128 0.77 0.862 0.0 11.000 0.0005 0.006 Vel= 0.42 H.1 128 - 0.0 1 Utr 2.0 9.000 150 7.816 to 0.0 2.000 0.0 H.4 128 0.77 0.862 0.0 11.000 0.0005 0.006 Vel = 0.42 H.4 128 0.0 1 Utr 2.0 1.000 150 7.822 to 0.0 2.000 0.0 T.22 128 0.77 0.862 0.0 3.000 0.0007 0.002 Vel = 0.42 0.0 T.22 0.77 7.824 K Factor= 0.28 *New Path T.26 118 0.84 1 Utr 2.0 9.000 150 12.294 to 0.0 2.000 0.0 H.14 118 au__ _0.862 0.0 11.000 0.0006 0.007 Vet= 0.46 H.14 118 0.0 1 Utr 2.0 4.000 150 12.301 to 0.0 2.000 0.0 T.32 118 0.84 0.862 0.0 6.000 0.0007 0.004 Vel = 0.46 T.32 118 0.0 1 Utr 2.0 13.000 150 12.305 to 0.0 2.000 0.0 H.16 118 0.84 0.862 0.0 15.000 0.0007 0.010 Vel = 0.46 H.16 118 0.0 1 0.0 9.000 150 12.315 to 0.0 0.0 0.0 H.17 118 0.84 0.862 0.0 9.000 0.0007 0.006 Vel = 0.46 H.17 118 0.0 1 Utr 2.0 2.000 150 12.321 to 0.0 2.000 0.0 T.36 118 0.84 0.862 0.0 4.000 0.0005 0.002 Vel = 0.46 T.36 118 1.01 1 0.0 3.000 150 12.323 to 0.0 0.0 0.0 T.37 118 1.85 0.862 0.0 3.000 0.0030 0.009 Vel = 1.02 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor Page 9 ROSHAK AT RIVER TERRACE,E-6- One Head Calculation (H.11) Date 7/17/2019 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt ** *** Notes """"' to or Ftngs Pe Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf T.37 118 0.20 1 2Utb 34.0 12.000 150 12.332 to 0.0 28.000 4.331 T.43 108 2.05 0.862 0.0 40.000 0.0033 0.133 Vel= 1.13 T.43 108 0.25 1 Utr 2.0 4.000 150 16.796 to Utb 17.0 16.000 0.0 T.42 108 2.3 0.862 0.0 20.000 0.0041 0.082 Vel= 1.26 0.0 T.42 2.30 16.878 K Factor= 0.56 *New Path T.35 118 1.00 1 2Utb 34.0 2.000 150 12.297 to 0.0 28.000 0.0 T.36 118 1.0 0.862 0.0 30.000 0.0009 0.026 Vel = 0.55 0.0 T.36 1.00 12.323 K Factor= 0.28 *New Path T.29 118 0.33 1 2Utb 34.0 2.000 150 12.327 to 0.0 28.000 0.0 T.30 118 0.33 0.862 0.0 30.000 0.0001 0.003 Vel = 0.18 T.30 118 -0.13 1 Utr 2.0 2.000 150 12.330 to 0.0 2.000 0.0 T.34 118 0.2 0.862 0.0 4.000 0 0.0 Vel = 0.11 T.34 118 0.0 1 Utr 2.0 9.000 150 12.330 to 0.0 2.000 0.0 H.15 118 0.2 0.862 0.0 11.000 0.0001 0.001 Vel = 0.11 H.15 118 0.0 1 Utr 2.0 9.000 150 12.331 to 0.0 2.000 0.0 T.37 118 0.2 0.862 0.0 11.000 0.0001 0.001 Vel= 0.11 0.0 T.37 0.20 12.332 K Factor= 0.06 *New Path T.30 118 0.13 1 Utr 2.0 3.000 150 12.330 to 0.0 2.000 0.0 H.13 118 0.13 0.862 0.0 5.000 0 0.0 Vel= 0.07 H.13 118 0.0 1 Utr 2.0 4.000 150 12.330 to 0.0 2.000 0.0 T.28 118 0.13 0.862 0.0 6.000 0 0.0 Vel = 0.07 0.0 T.28 0.13 12.330 K Factor= 0.04 *New Path T.44 108 0.25 1 Utr 2.0 5.572 150 16.795 to 0.0 2.000 0.0 T.43 108 0.25 0.862 0.0 7.572 0.0001 0.001 Vel = 0.14 0.0 T.43 0.25 16.796 K Factor= 0.06 *New Path T.39 108 1.28 0.75 Utb 17.0 2.000 150 17.386 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 7/17/2019 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 H.18 108 0.0 0.75 Utb 17.0 2.000 150 17.475 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 17.574 K Factor= 0.31 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 v I here by certify that this plan, specification or report was prepared by me or under my direct supervision and that I am NICET RECEIVED Certified at Level IV. AUG292019 Brent D Kotula CITY OF TIGARD Date: Rea. No. 113889 BUILDING DIVISION 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.2 & H.3) Drawing : RESIDENTIAL . Location : TIGARD OR Remote Area : 1 Contract : 32575F 001 Data File : 32575F Roshak at River Terrace, E-6-1.5.wx2 Date/Time : 07/17/2019- 1:2 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.2&H.3) 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 26.0089 Psi Required 42.35 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.2 & H.3) Date 7/17/2019 City Water Supply: Demand: Cl - Static Pressure : 55 D1 - Elevation : 12.127 C2- Residual Pressure: 45 D2 - System Flow : 26.009 C2- Residual Flow : 300 D2-System Pressure : 48.354 Hose ( Demand ) : 5 D3- System Demand : 31.009 Safety Margin : 6.495 150 140 130 P 120 R 110 E 100 S 90 s 80 U 70 R 60 Cl O DT E 50 C2 40 D 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.2 & H.3) Date 7/17/2019 Fitting Legend Abbrev. Name % % 1 11/4 1'h 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,E-6-Two Head Calculation (H.2 & H.3) 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 48.354 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 7.93 H.4 128.0 8.82 T.22 128.0 9.06 T.27 118.0 14.52 T.40 108.0 20.44 T.39 108.0 21.39 T.38 108.0 22.07 S.1 104.0 26.19 MTR 100.0 37.24 5.0 STR 100.0 48.35 H.3 128.0 4.9 7.05 13.01 T.20 128.0 8.4 T.26 118.0 14.15 H.12 118.0 14.26 T.28 118.0 14.43 T.21 128.0 8.55 H.6 128.0 8.8 T.23 128.0 9.24 T.24 128.0 9.39 T.29 118.0 14.5 T.41 108.0 19.85 H.5 128.0 9.13 H.7 128.0 9.28 H.8 128.0 9.4 T.25 128.0 9.48 T.35 118.0 14.44 T.44 108.0 19.31 T.46 108.0 19.39 H.19 108.0 19.41 T.42 108.0 19.6 H.9 128.0 9.4 H.11 128.0 9.43 H.10 128.0 9.46 H.14 118.0 14.22 T.32 118.0 14.26 H.16 118.0 14.36 H.17 118.0 14.42 T.36 118.0 14.45 T.37 118.0 14.48 T.43 108.0 19.31 H.13 118.0 14.45 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.2& H.3) Date 7/17/2019 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.30 118.0 14.46 T.34 118.0 14.46 H.15 118.0 14.47 H.18 108.0 21.72 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • Final Calculations : Hazen-Williams Uponor Page 6 ROSHAK AT RIVER TERRACE,E-6- Two Head Calculation (H.2 & H.3) Date 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 11.53 1 Utr 2.0 9.000 150 7.040 to 0.0 2.000 0.0 H.1 128 11.53 0.862 0.0 11.000 0.0809 0.890 Vel= 6.34 H.1 128 0.0 1 Utr 2.0 9.000 150 7.930 to 0.0 2.000 0.0 H.4 128 11.53 0.862 0.0 11.000 0.0810 0.891 Vel = 6.34 H.4 128 0.0 1 Utr 2.0 1.000 150 8.821 to 0.0 2.000 0.0 T.22 128 11.53 0.862 0.0 3.000 0.0807 0.242 Vel= 6.34 T.22 128 -4.05 1 Utr 2.0 15.000 150 9.063 to Utb 17.0 16.000 4.331 T.27 118 7.48 0.862 0.0 31.000 0.0364 1.127 Vel= 4.11 T.27 118 2.02 1 Utb 17.0 14.000 150 14.521 to 0.0 14.000 4.331 T.40 108 9.5 0.862 0.0 28.000 0.0566 1.584 Vel = 5.22 T.40 108 16.51 1.25 Utr 4.0 3.000 150 20.436 to 0.0 4.000 0.0 T.39 108 26.01 1.054 0.0 7.000 0.1369 0.958 Vel = 9.56 T.39 108 -2.56 1.25 Utr 4.0 2.000 150 21.394 to 0.0 4.000 0.0 T.38 108 23.45 1.054 0.0 6.000 0.1128 0.677 Vel = 8.62 T.38 108 2.56 1.25 Utr 4.0 11.000 150 22.071 to T 2.44 6.440 1.732 S.1 104 26.01 1.054 0.0 17.440 0.1369 2.387 Vel = 9.56 S.1 104 0.0 1.5 2E 3.443 100.000 150 26.190 to 0.0 3.443 4.732 ** Fixed Loss = 3 MTR 100 26.01 1.244 0.0 103.443 0.0610 6.313 Vel = 6.87 MTR 100 H5 5.00 1 E 2.336 35.000 150 37.235 to T 5.841 9.345 0.0 STR 100 31.01 0.995 G 1.168 44.345 0.2507 11.119 Vel = 12.80 0.0 STR 31.01 48.354 K Factor= 4.46 *New Path H.2 128 1.47 1 Utr 2.0 2.000 150 7.040 to 0.0 2.000 0.0 H.3 128 1.47 0.862 0.0 4.000 0.0018 0.007 Vel = 0.81 H.3 128 4.90 13.01 1 Utr 2.0 9.000 150 7.047 to 0.0 2.000 0.0 T.20 128 14.48 0.862 0.0 11.000 0.1232 1.355 Vel = 7.96 T.20 128 -7.52 1 2Utb 34.0 16.482 150 8.402 to 0.0 28.000 4.331 T.26 118 6.96 0.862 0.0 44.482 0.0318 1.415 Vel = 3.83 T.26 118 -3.00 1 Utr 2.0 8.000 150 14.148 to 0.0 2.000 0.0 H.12 118 3.96 0.862 0.0 10.000 0.0112 0.112 Vel = 2.18 H.12 118 0.0 1 Utr 2.0 13.000 150 14.260 to 0.0 2.000 0.0 T.28 118 3.96 0.862 0.0 15.000 0.0112 0.168 Vel = 2.18 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor Page 7 ROSHAK AT RIVER TERRACE,E-6-Two Head Calculation (H.2 & H.3) Date 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 T.28 118 -1.94 1 2Utb 34.0 1.000 150 14.428 to 0.0 28.000 0.0 T.27 118 2.02 0.862 0.0 29.000 0.0032 0.093 Vel = 1.11 0.0 T.27 2.02 14.521 K Factor= 0.53 *New Path T.20 128 7.51 1 Utr 2.0 2.000 150 8.402 to 0.0 2.000 0.0 T.21 128 7.51 0.862 0.0 4.000 0.0368 0.147 Vel= 4.13 T.21 128 0.0 1 Utr 2.0 5.000 150 8.549 to 0.0 2.000 0.0 H.6 128 7.51 0.862 0.0 7.000 0.0366 0.256 Vel= 4.13 H.6 128 0.0 1 Utr 2.0 10.000 150 8.805 to 0.0 2.000 0.0 T.23 128 7.51 0.862 0.0 12.000 0.0367 0.440 Vel = 4.13 T.23 128 0.0 1 Utr 2.0 2.000 150 9.245 to 0.0 2.000 0.0 T.24 128 7.51 0.862 0.0 4.000 - 0.0365 0.146 Vel= 4.13 T.24 128 -1.60 1 Utr 2.0 17.000 150 9.391 to Utb 17.0 16.000 4.331 T.29 118 5.91 0.862 0.0 33.000 0.0235 - 0.775 Vel= 3.25 T.29 118 1.17 1 Utb 17.0 17.000 150 14.497 to 0.0 14.000 4.331 T.41 108 7.08 0.862 0.0 31.000 0.0328 1.018 Vel = 3.89 T.41 108 9.43 1.25 Utr 4.0 6.000 150 19.846 to 0.0 4.000 0.0 T.40 108 16.51 1.054 0.0 10.000 0.0590 0.590 Vel = 6.07 0.0 T.40 16.51 20.436 K Factor= 3.65 *New Path T.22 128 4.05 1 Utr 2.0 4.000 150 9.063 to 0.0 2.000 0.0 ft5 128 4.05 0.862 0.0 6.000 0.0117 0.070 Vel = 2.23 H.5 128 0.0 1 Utr 2.0 11.000 150 9.133 to 0.0 2.000 0.0 H.7 128 4.05 0.862 0.0 13.000 0.0117 0.152 Vel= 2.23 H.7 128 0.0 1 Utr 2.0 8.000 150 9.285 to 0.0 2.000 •0.0 H.8 128 4.05 0.862 0.0 10.000 0.0117 0.117 Vel= 2.23 H.8 128 0.0 1 Utr 2.0 5.000 150 9.402 to 0.0 2.000 0.0 T.25 128 4.05 0.862 0.0 7.000 0.0117 0.082 Vel = 2.23 T.25 128 1.61 1 Utr 2.0 13.000 150 9.484 to Utb 17.0 16.000 4.331 T.35 118 5.66 0.862 0.0 29.000 0.0217 0.628 Vel= 3.11 T.35 118 -0.46 1 Utb 17.0 15.000 150 14.443 to 0.0 14.000 4.331 T.44 108 5.2 0.862 0.0 29.000 0.0185 0.537 Vel = 2.86 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor Page 8 ROSHAK AT RIVER TERRACE,E-6-Two Head Calculation (H.2 & H.3) Date 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 T.44 108 -0.28 1 Utr 2.0 3.000 150 19.311 to 0.0 2.000 0.0 T.46 108 4.92 0.862 0.0 5.000 0.0166 0.083 Vel = 2.70 T.46 108 0.0 1 0.0 1.000 150 19.394 to 0.0 0.0 0.0 H.19 108 4.92 0.862 0.0 1.000 0.0170 0.017 Vel = 2.70 H.19 108 0.0 1 Utr 2.0 9.000 150 19.411 to 0.0 2.000 0.0 T.42 108 4.92 0.862 0.0 11.000 0.0167 0.184 Vel= 2.70 T.42 108 4.50 1.25 0.0 12.000 150 19.595 to 0.0 0.0 0.0 T.41 108 9.42 1.054 0.0 12.000 0.0209 0.251 Vel= 3.46 0.0 T.41 9.42 19.846 K Factor= 2.11 *New Path T.24 128 1.60 1 Utr 2.0 3.000 150 9.391 to 0.0 2.000 0.0 H.9 128 1.6 0.862 0.0 5.000 0.0022 0.011 Vel = 0.88 H.9 128 0.0 1 Utr 2.0 12.000 150 9.402 to 0.0 2.000 0.0 H.11 128 1.6 0.862 0.0 14.000 0.0021 0.029 Vel = 0.88 H.11 128 0.0 1 0.0 *2.000 150 9.431 to 0.0 0.0 0.0 H.10 128 1.6 0.862 0.0 12.000 0.0021 0.025 Vel = 0.88 H.10 128 0.0 1 Utr 2.0 11.000 150 9.456 to 0.0 2.000 0.0 T.25 128 1.6 0.862 0.0 13.000 0.0022 0.028 Vel= 0.88 0.0 T.25 1.60 9.484 K Factor= 0.52 *New Path T.26 118 3.00 1 Utr 2.0 9.000 150 14.148 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 14.221 to 0.0 2.000 0.0 T.32 118 3.0 0.862 0.0 6.000 0.0068 0.041 Vel = 1.65 T.32 118 0.0 1 Utr 2.0 13.000 150 14.262 - - to 0.0 2.000 0.0 H.16 118 3.0 0.862 0.0 15.000 0.0067 0.100 Vel = 1.65 H.16 118 0.0 1 0.0 9.000 150 14.362 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 H.17 118 0.0 1 Utr 2.0 2.000 150 14.422 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 0.46 1 0.0 3.000 150 14.449 to 0.0 0.0 0.0 T.37 118 3.46 0.862 0.0 3.000 0.0087 0.026 Vel = 1.90 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor Page 9 ROSHAK AT RIVER TERRACE,E-6-Two Head Calculation (H.2 & H.3) Date 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 T.37 118 0.77 1 2Utb 34.0 12.000 150 14.475 to 0.0 28.000 4.331 T.43 108 4.23 0.862 0.0 40.000 0.0126 0.505 Vel = 2.33 T.43 108 0.27 1 Utr 2.0 4.000 150 19.311 to Utb 17.0 16.000 0.0 T.42 108 4.5 0.862 0.0 20.000 0.0142 0.284 Vel= 2.47 0.0 T.42 4.50 19.595 K Factor= 1.02 *New Path T.28 118 1.94 1 Utr 2.0 4.000 150 14.428 to 0.0 2.000 0.0 H.13 118 1.94 0.862 0.0 6.000 0.0030 0.018 Vel = 1.07 H.13 118 0.0 1 Utr 2.0 3.000 150 14.446 to 0.0 2.000 0.0 T.30 118 1.94 0.862 0.0 5.000 0.0030 0.015 Vel= 1.07 T.30 118 -0.76 1 2Utb 34.0 2.000 150 14.461 to 0.0 28.000 0.0 T.29 118 1.18 0.862 0.0 30.000 0.0012 0.036 Vel = 0.65 0.0 T.29 1.18 14.497 K Factor= 0.31 *New Path T.35 118 0.46 1 2Utb 34.0 2.000 150 14.443 to 0.0 28.000 0.0 T.36 118 0.46 0.862 0.0 30.000 0.0002 0.006 Vel = 0.25 0.0 T.36 0.46 14.449 K Factor= 0.12 *New Path T.30 118 0.77 1 Utr 2.0 2.000 150 14.461 to 0.0 2.000 0.0 T.34 118 0.77 0.862 0.0 4.000 0.0005 0.002 Vel= 0.42 T.34 118 0.0 1 Utr 2.0 9.000 150 14.463 1 to 0.0 2.000 0.0 H.15 118 0.77 0.862 0.0 11.000 0.0005 0.006 Vel = 0.42 H.15 118 0.0 1 Utr 2.0 9.000 150 14.469 to 0.0 2.000 0.0 T.37 118 0.77 0.862 0.0 11.000 0.0005 0.006 Vel = 0.42 0.0 T.37 0.77 14.475 K Factor= 0.20 *New Path T.44 108 0.28 1 Utr 2.0 5.572 150 19.311 to 0.0 2.000 0.0 T.43 108 0.28 0.862 0.0 7.572 0 0.0 Vel = 0.15 0.0 T.43 0.28 19.311 K Factor= 0.06 *New Path T.39 108 2.56 0.75 Utb 17.0 2.000 150 21.394 to 0.0 17.000 0.0 H.18 108 2.56 0.671 0.0 19.000 0.0169 0.321 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.2 & H.3) Date 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 H.18 108 0.0 0.75 Utb 17.0 2.000 150 21.715 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 22.071 K Factor= 0.54 r _ Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 OFFICE COPY RECEE AUG 9IV2019D uponor CITY OF TIGARD BUILDING 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 Ltd. 5925 148"'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