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Msi Zot9-0oZ.Z<. r 142-41 Su! c(o9 ► 4116 I here by certify that this plan, specification or report was prepared by me or under my direct supervision and that I am NICET Certified at Level IV. • DEC 17 Ziiy CITY OF TIGARD Brent D Kotula BUILDING DIVISION Date: 8/1 3/1 9 Rea. No. 113889 1 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, K-8 -Two Head Calculation (H.9 & H.6) Drawing : RESIDENTIAL Location : TIGARD OR Remote Area : 1 Contract : U190812-01 Data File : U190812-01 Roshak at River Terrace K-8.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A Uponor Page 1 ROSHAK AT RIVER TERRACE, K-8-Two Head Calculation (H.9 & H.6) Date 8/13/2019 HYDRAULIC DESIGN INFORMATION SHEET Name - ROSHAK AT RIVER TERRACE K-8 Date - 8-13-2019 Location - TIGARD OR Building - RESIDENTIAL System No. - 1 Contractor - ALLIANCE PLUMBING Contract No. - U190812-01 Calculated By - NOAH EAKMAN Drawing No. - x Construction: (X) Combustible ( ) Non-Combustible Ceiling Height x OCCUPANCY - RESIDENTIAL S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: ( ) 1 (X)2 ( ) 4 ( ) S ( )Other T ( )Specific Ruling Made by Date E _ M Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 7.04 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle 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 26.0505 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, K-8-Two Head Calculation (H.9 & H.6) Date 8/13/2019 City Water Supply: Demand: Cl - Static Pressure : 55 D1 - Elevation 12.127 C2 - Residual Pressure: 50 D2 -System Flow : 26.05 C2 - Residual Flow : 300 D2 -System Pressure : 43.296 Hose ( Demand ) D3 - System Demand : 26.05 Safety Margin : 11.649 150 140 130 P 120 R 110 E 100 S 90 - S 80 U 70 R 60 o C1 C2 E 50 D2 o 40 30 20 10 o D1 50 100 150 200 250 300 350 400 450 FLOW( NA1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Uponor Page 3 ROSHAK AT RIVER TERRACE, K-8 -Two Head Calculation (H.9 & H.6) Date 8/13/2019 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 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 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 f AI r 1 Flow Summary - NFPA 2007 Uponor Page 4 ROSHAK AT RIVER TERRACE, K-8 -Two Head Calculation (H.9 & H.6) Date 8/13/2019 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 55.0 50 300.0 54.946 26.05 43.296 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.9 128.0 4.9 7.04 13.0 T.19 128.0 7.7 T.20 118.0 13.16 T.12 108.0 19.91 S.1 104.0 24.18 MTR 100.0 35.24 STR 100.0 43.3 T.23 128.0 7.18 T.26 118.0 12.93 T.27 108.0 18.23 T.28 108.0 18.5 T.24 108.0 18.53 H.6 128.0 4.9 7.09 13.05 T.17 128.0 7.45 T.18 118.0 12.74 T.25 118.0 12.98 H.8 118.0 13.1 T.31 118.0 13.19 T.30 108.0 18.28 H.4 128.0 7.47 H.3 128.0 7.53 H.1 128.0 7.69 T.10 128.0 7.74 T.11 118.0 12.75 T.16 118.0 12.94 T.21 118.0 13.1 T.14 128.0 7.72 T.13 128.0 7.73 H.5 118.0 12.74 H.2 118.0 12.75 T.22 118.0 13.12 T.33 118.0 13.19 T.32 118.0 13.2 H.7 108.0 18.24 T.29 108.0 18.27 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • Final Calculations - Hazen-Williams Uponor Page 5 ROSHAK AT RIVER TERRACE, K-8-Two Head Calculation (H.9 & H.6) Date 8/13/2019 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 8.60 0.862 Utr 2.0 12.000 7.040 K Factor=4.90 to 150.0 0.0 2.000 0.0 T.19 8.6 0.0471 0.0 14.000 0.659 Vel= 4.73 T.19 -1.68 0.862 Utr 2.0 20.000 7.699 to 150.0 Utb 17.0 16.000 4.331 T.20 6.92 0.0315 0.0 36.000 1.134 Vel= 3.80 T.20 1.63 0.862 Utb 17.0 38.000 13.164 to 150.0 0.0 14.000 4.331 T.12 8.55 0.0465 0.0 52.000 2.419 Vel = 4.70 T.12 17.50 1.054 Utr 4.0 12.000 19.914 to 150.0 T 2.44 6.440 1.732 S.1 26.05 0.1372 0.0 18.440 2.530 Vel= 9.58 S.1 0.0 1.244 2E 3.443 100.000 24.176 to 150.0 0.0 3.443 4.732 **Fixed Loss= 3 MTR 26.05 0.0612 0.0 103.443 6.333 Vet= 6.88 MTR 0.0 0.995 E 2.336 35.000 35.241 to 150.0 T 5.841 9.345 0.0 STR 26.05 0.1816 G 1.168 44.345 8.055 Vel = 10.75 0.0 26.05 43.296 K Factor= 3.96 H.9 4.40 0.862 0.0 10.000 7.040 to 150.0 0.0 0.0 0.0 T.23 4.4 0.0136 0.0 10.000 0.136 Vel= 2.42 T.23 4.10 0.862 Utr 2.0 15.000 7.176 to 150.0 Utb 17.0 16.000 4.331 T.26 8.5 0.0460 0.0 31.000 1.426 Vel = 4.67 T.26 -1.24 0.862 Utb 17.0 14.000 12.933 to 150.0 0.0 14.000 4.331 T.27 7.26 0.0344 0.0 28.000 0.962 Vel= 3.99 T.27 -2.59 0.862 Utb 17.0 2.000 18.226 to 150.0 Utr 2.0 16.000 0.0 T.28 4.67 0.0152 0.0 18.000 0.274 Vel= 2.57 T.28 7.58 1.054 0.0 1.000 18.500 to 150.0 0.0 0.0 0.0 T.24 12.25 0.0340 0.0 1.000 0.034 Vel = 4.50 T.24 5.25 1.054 Utr 4.0 17.000 18.534 to 150.0 0.0 4.000 0.0 T.12 17.5 0.0657 0.0 21.000 1.380 Vel = 6.43 0.0 17.50 19.914 K Factor= 3.92 T.23 -4.10 0.862 Utr 2.0 5.000 7.176 to 150.0 0.0 2.000 0.0 H.6 -4.1 -0.0120 0.0 7.000 -0.084 Vel = 2.25 H.6 13.05 0.862 Utr 2.0 5.000 7.092 K Factor=4.90 to 150.0 0.0 2.000 0.0 T.17 8.95 0.0506 0.0 7.000 0.354 Vel= 4.92 T.17 -2.95 0.862 2Utb 34.0 12.000 7.446 to 150.0 0.0 28.000 4.331 T.18 6.0 0.0242 0.0 40.000 0.967 Vel = 3.30 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 r • Final Calculations - Hazen-Williams Uponor Page 6 ROSHAK AT RIVER TERRACE, K-8-Two Head Calculation (H.9 & H.6) Date 8/13/2019 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn T.18 -0.42 0.862 Utr 2.0 9.000 12.744 to 150.0 0.0 2.000 0.0 T.25 5.58 0.0211 0.0 11.000 0.232 Vel = 3.07 T.25 1.24 0.862 Utr 2.0 2.000 12.976 to 150.0 0.0 2.000 0.0 H.8 6.82 0.0305 0.0 4.000 0.122 Vel = 3.75 H.8 0.0 0.862 Utr 2.0 1.000 13.098 to 150.0 0.0 2.000 0.0 T.31 6.82 0.0307 0.0 3.000 0.092 Vel = 3.75 T.31 -1.83 0.862 2Utb 34.0 16.000 13.190 to 150.0 0.0 28.000 4.331 T.30 4.99 0.0172 0.0 44.000 0.756 Vel = 2.74 T.30 2.58 0.862 Utr 2.0 4.000 18.277 to 150.0 0.0 2.000 0.0 T.28 7.57 0.0372 0.0 6.000 0.223 Vel = 4.16 0.0 7.57 18.500 K Factor= 1.76 T.17 2.95 0.862 Utr 2.0 2.000 7.446 to 150.0 0.0 2.000 0.0 H.4 2.95 0.0065 0.0 4.000 0.026 Vel = 1.62 H.4 0.0 0.862 Utr 2.0 7.000 7.472 to 150.0 0.0 2.000 0.0 H.3 2.95 0.0066 0.0 9.000 0.059 Vel = 1.62 H.3 0.0 0.862 Utr 2.0 22.000 7.531 to 150.0 0.0 2.000 0.0 H.1 2.95 0.0065 0.0 24.000 0.155 Vel = 1.62 H.1 0.0 0.862 Utr 2.0 7.000 7.686 to 150.0 0.0 2.000 0.0 T.10 2.95 0.0066 0.0 9.000 0.059 Vel = 1.62 T.10 1.68 0.862 2Utb 34.0 17.000 7.745 to 150.0 0.0 28.000 4.331 T.11 4.63 0.0149 0.0 45.000 0.672 Vel = 2.55 T.11 0.42 0.862 Utr 2.0 9.000 12.748 to 150.0 0.0 2.000 0.0 T.16 5.05 0.0175 0.0 11.000 0.193 Vel = 2.78 T.16 0.0 0.862 Utr 2.0 7.000 12.941 to 150.0 0.0 2.000 0.0 T.21 5.05 0.0176 0.0 9.000 0.158 Vel = 2.78 T.21 -3.42 0.862 2Utb 34.0 2.000 13.099 to 150.0 0.0 28.000 0.0 T.20 1.63 0.0022 0.0 30.000 0.065 Vel = 0.90 0.0 1.63 13.164 K Factor= 0.45 T.19 1.68 0.862 Utr 2.0 6.000 7.699 to 150.0 0.0 2.000 0.0 T.14 1.68 0.0022 0.0 8.000 0.018 Vel = 0.92 T.14 0.0 0.862 Utr 2.0 2.000 7.717 to 150.0 0.0 2.000 0.0 T.13 1.68 0.0022 0.0 4.000 0.009 Vel = 0.92 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 7 ROSHAK AT RIVER TERRACE, K-8-Two Head Calculation (H.9 & H.6) Date 8/13/2019 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn T.13 0.0 0.862 Utr 2.0 6.000 7.726 to 150.0 0.0 2.000 0.0 T.10 1.68 0.0024 0.0 8.000 0.019 Vel = 0.92 0.0 1.68 7.745 K Factor= 0.60 T.18 0.42 0.862 Utr 2.0 1.000 12.744 to 150.0 0.0 2.000 0.0 H.5 0.42 0.0 0.0 3.000 0.0 Vel= 0.23 H.5 0.0 0.862 Utr 2.0 12.000 12.744 to 150.0 0.0 2.000 0.0 H.2 0.42 0.0002 0.0 14.000 0.003 Vel = 0.23 H.2 0.0 0.862 Utr 2.0 6.000 12.747 to 150.0 0.0 2.000 0.0 T.11 0.42 0.0.0.01 0.0 8.000 0.001 Vel= 0.23 0.0 0.42 12.748 K Factor= 0.12 T.26 1.24 0.862 2Utb 34.0 5.000 12.933 to 150.0 0.0 28.000 0.0 T.25 1.24 0.0013 _ 0.0 33.000 0.043 Vel = 0.68 0.0 1.24 12.976 K Factor= 0.34 T.21 3.42 0.862 Utr 2.0 1.000 13.099 to 150.0 0.0 2.000 0.0 T.22 3.42 0.0083 0.0 3.000 0.025 Vel = 1.88 T.22 0.0 0.862 Utr 2.0 6.000 13.124 to 150.0 0.0 2.000 0.0 T.33 3.42 0.0086 0.0 8.000 0.069 Vel = 1.88 T.33 0.0 0.862 0.0 1.000 13.193 to 150.0 0.0 0.0 0.0 T.32 3.42 0.0080 0.0 1.000 0.008 Vel = 1.88 T.32 1.83 0.862 2Utb 34.0 25.000 13.201 to 150.0 0.0 28.000 4.331 T.24 5.25 0.0189 0.0 53.000 1.002 Vel= 2.89 0.0 5.25 18.534 K Factor= 1.22 T.31 1.83 0.862 Utr 2.0 2.000 13.190 to 150.0 0.0 2.000 0.0 T.32 1.83 0.0028 0.0 4.000 0.011 Vel= 1.01 0.0 1.83 13.201 K Factor= 0.50 T.27 2.58 0.862 Utr 2.0 1.000 18.226 to 150.0 0.0 2.000 0.0 H.7 2.58 0.0050 0.0 3.000 0.015 Vel = 1.42 H.7 0.0 0.862 Utr 2.0 4.000 18.241 to 150.0 0.0 2.000 0.0 T.29 2.58 0.0052 0.0 6.000 0.031 Vel= 1.42 T.29 0.0 0.862 0.0 1.000 18.272 to 150.0 0.0 0.0 0.0 T.30 2.58 0.0050 0.0 1.000 0.005 Vel = 1.42 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 } Final Calculations - Hazen-Williams Uponor Page 8 ROSHAK AT RIVER TERRACE, K-8 -Two Head Calculation (H.9 & H.6) Date 8/13/2019 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 2.58 18.277 K Factor= 0.60 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087