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Report (55) m C)C2? u r Svc r . c c\( . • I here by certify that this plan, specification. or report was prepared by me or under my direct supervision and that I am NICET Certifi-- -11V Brent *rlril '�—'��� Date: 8/1 5/1 9 Req. No. 113889 III I 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-8-Two Head Calculation (H.15& H.11) Drawing : RESIDENTIAL !Miers.-- - TIGARD OR Remote Area : 1 Contract : U190814-01 Data File : U190814-01 Roshak at River Terrace E-8.wx2 cz) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor Page 1 ROSHAK AT RIVER TERRACE, E-8-Two Head Calculation (H.15& H.11) Date 8/14/2019 HYDRAULIC DESIGN INFORMATION SHEET Name - ROSHAK AT RIVER TERRACE E-8 Date - 8-14-2019 Location - TIGARD OR Building - RESIDENTIAL System No. - 1 Contractor - BDL PLUMBING Contract No. - U190814-01 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 S Additional Flow Added - Gpm Make LF 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 26.0717 Psi Required 43.3 At Ref Pt STR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: A Date of Test - x Rated Cap. T Time of Test - x @ Psi E Static (Psi) - 55 Elev. R Residual (Psi) - 50 Other Flow (Gpm) - 300 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-8 Two Head Calculation(H.15&H.11) Date 8/14/2019 City Water Supply: Demand: Cl -Static Pressure : 55 D1 -Elevation : 12.127 C2- Residual Pressure: 50 D2-System Flow : 26.072 C2-Residual Flow : 300 D2-System Pressure : 43.303 Hose(Demand) D3-System Demand : 26.072 Safety Margin : 11.643 150 140 a 130 p 120 R 110 E 100 S 90 S 80 U 70 R 60 Cl C2 E 50 D2 40 a " 30 20 10 Dt 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-8-Two Head Calculation(H.15&H.11) Date 8/14/2019 o Fitting Legend Abbrev. Name 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 8 7 8 10 11 13 T 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 80 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 • 0 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch • Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 Uponor Page 4 ROSHAK AT RIVER TERRACE, E-8-Two Head Calculation (H.15&H.11) Date 8/14/2019 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 55.0 50 300.0 54.946 26.07 43.303 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.15 128.0 4.9 7.04 13.0 H.16 128.0 7.47 T.32 128.0 8.42 T.25 118.0 13.57 T.24 108.0 18.85 T.19 108.0 19.48 S.1 104.0 24.16 MTR 100.0 35.24 STR 100.0 43.3 T.34 128.0 7.17 T.35 118.0 13.23 T.36 108.0 18.4 T.33 108.0 18.6 H.11 128.0 4.9 7.12 13.07 H.9 128.0 7.5 H.6 128.0 8.04 T.23 128.0 8.42 T.21 118.0 13.64 T.27 128.0 8.44 H.5 128.0 8.46 T.20 128.0 8.49 T.17 128.0 8.51 T.18 118.0 13.36 H.2 118.0 13.41 H.3 118.0 13.47 T.22 118.0 13.54 H.4 128.0 8.44 H.1 128.0 8.47 T.39 118.0 13.44 T.40 118.0 13.54 T.37 108.0 18.4 H.12 108.0 18.43 H.7 118.0 13.38 k., T;2 148.0, 13.3 H.13 118.0 13.42 H.14 118.0 13.44 H.8 118.0 13.54 T.26 118.0 13.54 H.10 118.0 13.54 T.31 118.0 13.54 ca T.38 108.0 18.4 • Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • Final Calculations - Hazen-Williams Uponor Page 5 ROSHAK AT RIVER TERRACE, E-8-Two Head Calculation (H.15& H.11) Date 8/14/2019 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H.15 8.20 0.862 0.0 10.000 7.040 K Factor=4.90 to 150.0 0.0 0.0 0.0 H.16 8.2 0.0430 0.0 10.000 0.430 Vel= 4.51 H.16 0.0 0.862 Utr 2.0 20.000 7.470 to 150.0 0.0 2.000 0.0 T.32 8.2 0.0430 0.0 22.000 0.946 Vel = 4.51 T.32 -2.47 0.862 Utb 17.0 23.000 8.416 to 150.0 0.0 14.000 4.331 T.25 5.73 0.0222 0.0 37.000 0.822 Vel = 3.15 T.25 0.98 0.862 Utr 2.0 16.000 13.569 to 150.0 Utb 17.0 16.000 4.331 T.24 6.71 0.0297 0.0 32.000 0.950 Vel= 3.69 T.24 10.42 1.054 Utr 4.0 6.000 18.850 to 150.0 0.0 4.000 0.0 T.19 17.13 0.0632 0.0 10.000 0.632 Vel = 6.30 T.19 8.94 1.054 Utr 4.0 15.000 19.482 to 150.0 T 2.44 6.440 1.732 S.1 26.07 0.1375 0.0 21.440 2.947 Vel = 9.59 S.1 0.0 1.244 2E 3.443 100.000 24.161 to 150.0 0.0 3.443 4.732 **Fixed Loss=3 MTR 26.07 0.0613 0.0 103.443 6.342 Vel= 6.88 MTR 0.0 0.995 E 2.336 35.000 35.235 to 150.0 T 5.841 9.345 0.0 STR 26.07 0.1819 G 1.168 44.345 8.068 Vel= 10.76 0.0 26.07 43.303 K Factor= 3.96 H.15 4.81 0.862 Utr 2.0 6.000 7.040 to 150.0 0.0 2.000 0.0 T.34 4.81 0.0160 0.0 8.000 0.128 Vel= 2.64 T.34 4.33 0.862 Utr 2.0 17.000 7.168 to 150.0 Utb 17.0 16.000 4.331 T.35 9.14 0.0526 0.0 33.000 1.735 Vel = 5.02 T.35 -2.96 0.862 Utb 17.0 18.796 13.234 to 150.0 0.0 14.000 4.331 T.36 6.18 0.0255 0.0 32.796 0.836 Vel= 3.40 T.36 0.91 0.862 Utr 2.0 4.000 18.401 to 150.0 0.0 2.000 0.0 T.33 7.09 0.0328 0.0 6.000 0.197 Vel = 3.90 k T:33 a.a3 1-.054 8e 'MON tele. to 150.0 0.0 0.0 0.0 T.24 10.42 0.0252 0.0 10.000 0.252 Vel= 3.83 0.0 - 10.42 18.850 K Factor= 2.40 T.34 -4.33 0.862 Utr 2.0 2.Q00 7.168 to 150.0 0.0 2.0'00 0.0 H.11 -4.33 -0.0132 0.0 4.000 -0.053 Vel = 2.38 H.11 13.07 0.862 Utr 2.0 6.000 7.115 K Factor=4.90 to 150.0 0.0 2.000 0.0 H.9 8.74 0.0485 0.0 8.000 0.388 Vel = 4.80 • Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 6 ROSHAK AT RIVER TERRACE, E-8-Two Head Calculation (H.15&H.11) Date 8/14/2019 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H.9 0.0 0.862 Utr 2.0 9.000 7.503 to 150.0 0.0 2.000 0.0 H.6 8.74 0.0485 0.0 11.000 0.533 Vel = 4.80 H.6 0.0 0.862 Utr 2.0 6.000 8.036 to 150.0 0.0 2.000 0.0 T.23 8.74 0.0485 0.0 8.000 0.388 Vel = 4.80 T.23 -1.82 0.862 Utb 17.0 14.000 8.424 to 150.0 0.0 14.000 4.331 T.21 6.92 0.0315 0.0 28.000 0.881 Vel = 3.80 T.21 2.02 0.862 Utr 2.0 14.000 13.636 to 150.0 Utb 17.0 16.000 4.331 T.19 8.94 0.0505 0.0 30.000 1.515 Vel = 4.91 0.0 8.94 19.482 K Factor= 2.03 T.32 2.46 0.862 Utr 2.0 2.000 8.416 to 150.0 0.0 2.000 0.0 • T.27 2.46 0.0048 0.0 4.000 0.019 Vel = 1.35 T.27 0.0 0.862 Utr 2.0 4.000 8.435 to 150.0 0.0 2.000 0.0 H.5 2.46 0.0047 0.0 6.000 0.028 Vel= 1.35 H.5 0.0 0.862 Utr 2.0 4.000 8.463 to 150.0 0.0 2.000 0.0 T.20 2.46 0.0047 0.0 6.000 0.028 Vel= 1.35 T.20 0.0 0.862 Utr 2.0 2.000 8.491 to 150.0 0.0 2.000 0.0 T.17 2.46 0.0045 0.0 4.000 0.018 Vel= 1.35 T.17 1.82 0.862 2Utb 34.0 12.000 8.509 to 150.0 0.0 28.000 4.331 T.18 4.28 0.0130 0.0 40.000 0.518 Vel = 2.35 T.18 -1.54 0.862 Utr 2.0 7.000 13.358 to 150.0 0.0 2.000 0.0 H.2 2.74 0.0057 0.0 9.000 0.051 Vel= 1.51 H.2 0.0 0.862 Utr 2.0 9.000 13.409 to 150.0 0.0 2.000 0.0 H.3 2.74 0.0056 0.0 11.000 0.062 Vel= 1.51 H.3 0.0 0.862 Utr 2.0 10.000 13.471 to 150.0 0.0 2.000 0.0 T.22 2.74 0.0057 0.0 12.000 0.068 Vel= 1.51 T.22 -0.72 6.862- 2Utb 34:0 2.060 13.539 ___- to 150.0 0.0 28.000 0.0 T.21 2.02 0.0032 0.0 30.000 0.097 Vel= 1.11 0.0 2.02 13.636 K Factor= 0.55 T.23 1.82 0.862 Utr 2.0 2.QP0 8.424 to 150.0 0.0 2.000 0.0 H.4 1.82 0.0028 0.0 4.000 0.011 Vel = 1.00 H.4 0.0 0.862 Utr 2.0 11.000 8.435 to 150.0 0.0 2.000 0.0 H.1 1.82 0.0026 0.0 13.000 0.034 Vel = 1.00 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • Final Calculations - Hazen-Williams Uponor Page 7 ROSHAK AT RIVER TERRACE, E-8-Two Head Calculation(H.15&H.11) Date 8/14/2019 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H.1 0.0 0.862 Utr 2.0 13.000 8.469 to 150.0 0.0 2.000 0.0 1 T.17 1.82 0.0027 0.0 15.000 0.040 Vel= 1.00 0.0 1.82 8.509 K Factor= 0.62 T.35 2.96 0.862 2Utb 34.0 4.000 13.234 to 150.0 0.0 28.000 0.0 T.39 2.96 0.0065 0.0 32.000 0.209 Vel= 1.63 T.39 1.54 0.862 Utr 2.0 5.000 13.443 to 150.0 0.0 2.000 0.0 T.40 4.5 0.0141 0.0 7.000 0.099 Vel = 2.47 T.40 -0.26 0.862 2Utb 34.0 13.000 13.542 to 150.0 0.0 28.000 4.331 T.37 4.24 0.0127 0.0 41.000 0.522 Vel= 2.33 T.37 -0.91 0.862 Utr 2.0 2.000 18.395 to 150.0 0.0 2.000 0.0 • H.12 3.33 0.0082 0.0 4.000 0.033 Vel = 1.83 H.12 0.0 0.862 Utb 17.0 5.000 18.428 to 150.0 Utr 2.0 16.000 0.0 T.33 3.33 0.0081 0.0 21.000 0.170 Vel= 1.83 0.0 3.33 18.598 K Factor= 0.77 T.18 1.55 0.862 Utr 2.0 8.000 13.358 to 150.0 0.0 2.000 0.0 H.7 1.55 0.0020 0.0 10.000 0.020 Vel= 0.85 H.7 0.0 0.862 Utr 2.0 3.000 13.378 to 150.0 0.0 2.000 0.0 T.29 1.55 0.0020 0.0 5.000 0.010 Vel= 0.85 T.29 0.0 0.862 Utr 2.0 14.000 13.388 to 150.0 0.0 2.000 0.0 H.13 1.55 0.0019 0.0 16.000 0.031 Vel= 0.85 H.13 0.0 0.862 Utr 2.0 9.000 13.419 to 150.0 0.0 2.000 0.0 H.14 1.55 0.0020 0.0 11.000 0.022 Vel = 0.85 H.14 0.0 0.862 0.0 1.000 13.441 to 150.0 0.0 0.0 0.0 T.39 1.55 0.0020 0.0 1.000 0.002 Vel = 0.85 __ 0�0 , 1.55 ¶3.443 K Factor _ T.22 0.71 0.862 Utr 2.0 4.000 13.539 to 150.0 0.0 2.000 0.0 H.8 0.71 0.0005 0.0 6.000 0.003 Vel = 0.39 H.8 0.0 0.862 Utr 2.0 3.000 13.542 to 150.0 0.0 4000 0.0 T.26 0.71 0.0004 0.0 5.000 0.002 Vel= 0.39 T.26 0.27 0.862 2Utb 34.0 2.000 13.544 to 150.0 0.0 28.000 0.0 T.25 0.98 0.0008 0.0 30.000 0.025 Vel = 0.54 • Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Firral Calculations - Hazen-Williams Uponor Page 8 ROSHAK AT RIVER TERRACE, E-8-Two Head Calculation (H.15 & H.11) Date 8/14/2019 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv """"""" Notes """""" Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 0.98 13.569 K Factor= 0.27 T.40 0.26 0.862 Utr 2.0 8.000 13.542 to 150.0 0.0 2.000 0.0 H.10 0.26 0.0001 0.0 10.000 0.001 Vel = 0.14 H.10 0.0 0.862 Utr 2.0 9.000 13.543 to 150.0 0.0 2.000 0.0 T.31 0.26 0.0001 0.0 11.000 0.001 Vel = 0.14 T.31 0.0 0.862 Utr 2.0 1.000 13.544 to 150.0 0.0 2.000 0.0 T.26 0.26 0.0 0.0 3.000 0.0 Vel = 0.14 0.0 0.26 13.544 K Factor= 0.07 T.37 0.91 0.862 0.0 3.000 18.395 to 150.0 0.0 0.0 0.0 T.38 0.91 0.0007 0.0 3.000 0.002 Vel = 0.50 T.38 0.0 0.862 Utr 2.0 3.000 18.397 to 150.0 0.0 2.000 0.0 T.36 0.91 0.0008 0.0 5.000 0.004 Vel = 0.50 0.0 0.91 18.401 K Factor= 0.21 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087