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RECEVI DEC 13 2016 CITY o'. Mug/t sI J ! "1) J.J.: ,'ari: I AquaSAFETM FIRE SAFETY SYSTEM OFFICE COPY Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : RIVER TERRACE -Two Head Calculation (H.8 & H.7) Drawing : RESIDENTIAL Location : BUILDING 3 UNIT K-6 TIGARD OR 97223 Remote Area : 8 Contract : 19816F 008 Data File : 19816F 008 Bldg 3, Unit K-6.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor Page 1 RIVER TERRACE -Two Head Calculation (H.8 & H.7) Date 12/7/2016 HYDRAULIC DESIGN INFORMATION SHEET Name - RIVER TERRACE Date - 12/5/16 Location - TIGARD OR 97223 Building - RESIDENTIAL System No. - 8 Contractor - ALLIANCE PLUMBING Contract No. - 19816F 008 Calculated By - MELISA RODRIGUEZ SET IV 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 - 10 Gpm System Type Listed Pres. at Start Point - 7.3 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 14 x 14 ( ) Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make SENJU Model RC-RESLF37 I Elevation at Highest Outlet - 128 Feet Size 7/16 K-Factor 3.7 G Note: Temperature Rating 162 N Calculation Gpm Required 20.0166 Psi Required 57 .9 At Ref Pt STR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: A Date of Test - 1/14/16 Rated Cap. T Time of Test - 11 AM @ Psi E Static (Psi) - 62 Elev. R Residual (Psi) - 57 Other Flow (Gpm) - 3650 S Elevation - 100 P Location: x P L Source of Information: WATER AUTHORITY Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 V VCAL I V LA tal-Ily ...ALAI VG V Uponor Page 2 RIVER TERRACE -Two Head Calculation (H.8 & H.7) Date 12/7/2016 City Water Supply: Demand: Cl -Static Pressure : 62 D1 - Elevation : 12.127 C2- Residual Pressure: 57 D2-System Flow : 20.017 C2 - Residual Flow : 3650 D2 - System Pressure : 57.900 Hose ( Demand ) D3 -System Demand : 20.017 Safety Margin : 4.100 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 C1 R 60 o D2 C2 0 E 50 40 30 ; 20 10 o D1 400 800 1200 1600 2000 2400 2800 3200 3600 FLOW( NA1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I nuIiyo voce vunIII ia1y Uponor Page 3 RIVER TERRACE-Two Head Calculation (H.8 & H.7) Date 12/7/2016 Fitting Legend Abbrev. Name '/2 % 1 1% 1% 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 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 Uponor Page 4 - RIVER TERRACE -Two Head Calculation (H.8& H.7) Date 12/7/2016 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 62.0 57 3650.0 62.0 20.02 57.9 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.8 128.0 3.7 7.3 10.0 H.6 128.0 9.32 H.3 128.0 11.01 T.16 128.0 15.9 T.21 118.0 20.92 T.33 108.0 26.99 S.1 104.0 31.16 MTR 100.0 52.95 STR 100.0 57.9 H.7 128.0 3.7 7.33 10.02 T.20 128.0 15.31 T.28 118.0 20.5 T.34 108.0 25.66 H.5 128.0 15.58 T.19 128.0 15.63 H.4 128.0 15.67 T.18 128.0 15.74 T.17 128.0 16.12 T.23 118.0 20.56 H.10 118.0 20.67 H.9 118.0 20.72 T.22 118.0 20.83 H.2 128.0 15.98 H.1 128.0 16.02 T.30 118.0 20.59 H.13 118.0 20.78 H.14 118.0 20.85 T.32 118.0 20.9 T.29 118.0 21.04 T.36 108.0 25.59 T.35 108.0 25.61 T.24 118.0 20.66 H.11 118.0 20.72 T.27 118.0 20.69 T.26 118.0 20.7 H.12 118.0 20.7 T.37 108.0 25.6 H.15 108.0 25.6 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams . Uponor Page 5 RIVER TERRACE -Two Head Calculation (H.8 & H.7) Date 12/7/2016 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.8 8.87 0.671 Utr 2.0 10.000 7.300 K Factor= 3.70 to 150.0 0.0 2.000 0.0 H.6 8.87 0.1685 0.0 12.000 2.022 Vel = 8.05 H.6 0.0 0.671 Utr 2.0 8.000 9.322 to 150.0 0.0 2.000 0.0 H.3 8.87 0.1686 0.0 10.000 1.686 Vel = 8.05 H.3 0.0 0.671 Utb 17.0 10.000 11.008 to 150.0 Utr 2.0 19.000 0.0 T.16 8.87 0.1685 0.0 29.000 4.887 Vel = 8.05 T.16 -1.13 0.862 Utr 2.0 15.950 15.895 to 150.0 0.0 2.000 4.331 T.21 7.74 0.0387 0.0 17.950 0.695 Vel = 4.26 T.21 2.44 0.862 Utb 17.0 13.000 20.921 to 150.0 0.0 14.000 4.331 T.33 10.18 0.0642 0.0 27.000 1.734 Vel = 5.60 T.33 9.84 0.862 Utr 2.0 6.000 26.986 to 150.0 T 7.528 4.904 1.732 S.1 20.02 0.2244 0.0 10.904 2.447 Vel = 11.01 S.1 0.0 1.054 2E 2.44 105.000 31.165 to 150.0 0.0 2.440 12.732 ** Fixed Loss= 11 MTR 20.02 0.0843 0.0 107.440 9.055 Vel = 7.36 MTR 0.0 0.995 E 2.336 35.000 52.952 to 150.0 T 5.841 9.345 0.0 STR 20.02 0.1116 G 1.168 44.345 4.948 Vel = 8.26 0.0 20.02 57.900 K Factor= 2.63 H.8 1.13 0.671 0.0 9.000 7.300 to 150.0 0.0 0.0 0.0 H.7 1.13 0.0038 0.0 9.000 0.034 Vel = 1.03 H.7 10.02 0.671 Utb 17.0 12.000 7.334 K Factor= 3.70 to 150.0 Utr 2.0 19.000 0.0 T.20 11.15 0.2574 0.0 31.000 7.979 Vel = 10.12 T.20 -2.24 0.862 Utr 2.0 15.000 15.313 to 150.0 0.0 2.000 4.331 T.28 8.91 0.0502 0.0 17.000 0.854 Vel = 4.90 T.28 -2.77 0.862 Utb 17.0 19.000 20.498 to 150.0 0.0 14.000 4.331 T.34 6.14 0.0252 0.0 33.000 0.831 Vel = 3.38 T.34 3.70 0.862 Utr 2.0 20.000 25.660 to 150.0 0.0 2.000 0.0 T.33 9.84 0.0603 0.0 22.000 1.326 Vel = 5.41 0.0 9.84 26.986 K Factor= 1.89 T.20 2.24 0.671 Utb 17.0 3.000 15.313 to 150.0 0.0 17.000 0.0 H.5 2.24 0.0132 0.0 20.000 0.264 Vel = 2.03 H.5 0.0 0.671 Utr 2.0 2.000 15.577 to 150.0 0.0 2.000 0.0 T.19 2.24 0.0132 0.0 4.000 0.053 Vel = 2.03 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 6 • RIVER TERRACE -Two Head Calculation (H.8 & H.7) Date 12/7/2016 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.19 0.0 0.671 Utr 2.0 1.000 15.630 to 150.0 0.0 2.000 0.0 H.4 2.24 0.0130 0.0 3.000 0.039 Vel = 2.03 H.4 0.0 0.671 Utr 2.0 3.000 15.669 to 150.0 0.0 2.000 0.0 T.18 2.24 0.0132 0.0 5.000 0.066 Vel = 2.03 T.18 0.0 0.671 Utr 2.0 10.000 15.735 to 150.0 Utb 17.0 19.000 0.0 T.17 2.24 0.0132 0.0 29.000 0.382 Vel = 2.03 T.17 1.12 0.862 0.0 13.000 16.117 to 150.0 0.0 0.0 4.331 T.23 3.36 0.0083 0.0 13.000 0.108 Vel = 1.85 T.23 -2.17 0.671 Utb 17.0 10.000 20.556 to 150.0 0.0 17.000 0.0 H.10 1.19 0.0041 0.0 27.000 0.110 Vel = 1.08 H.10 0.0 0.671 Utr 2.0 11.000 20.666 to 150.0 0.0 2.000 0.0 H.9 1.19 0.0042 0.0 13.000 0.054 Vel = 1.08 H.9 0.0 0.671 Utb 17.0 11.000 20.720 to 150.0 0.0 17.000 0.0 T.22 1.19 0.0041 0.0 28.000 0.114 Vel = 1.08 T.22 1.25 0.862 Utb 17.0 5.000 20.834 to 150.0 0.0 14.000 0.0 T.21 2.44 0.0046 0.0 19.000 0.087 Vel = 1.34 0.0 2.44 20.921 K Factor= 0.53 T.16 1.13 0.671 Utb 17.0 6.000 15.895 to 150.0 0.0 17.000 0.0 H.2 1.13 0.0037 0.0 23.000 0.085 Vel = 1.03 H.2 0.0 0.671 Utr 2.0 10.000 15.980 to 150.0 0.0 2.000 0.0 H.1 1.13 0.0038 0.0 12.000 0.045 Vel = 1.03 H.1 0.0 0.671 Utb 17.0 8.000 16.025 to 150.0 0.0 17.000 0.0 T.17 1.13 0.0037 0.0 25.000 0.092 Vel = 1.03 0.0 1.13 16.117 K Factor= 0.28 T.28 2.78 0.862 Utb 17.0 2.000 20.498 to 150.0 0.0 14.000 0.0 T.30 2.78 0.0058 0.0 16.000 0.093 Vel = 1.53 T.30 -1.26 0.671 Utb 17.0 11.000 20.591 to 150.0 Utr 2.0 19.000 0.0 H.13 1.52 0.0065 0.0 30.000 0.194 Vel = 1.38 H.13 0.0 0.671 0.0 10.000 20.785 to 150.0 0.0 0.0 0.0 H.14 1.52 0.0065 0.0 10.000 0.065 Vel = 1.38 H.14 0.0 0.671 Utr 2.0 6.000 20.850 to 150.0 0.0 2.000 0.0 T.32 1.52 0.0065 0.0 8.000 0.052 Vel = 1.38 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 7Date 12/7/2016 - RIVER TERRACE -Two Head Calculation (H.8& H.7) Hyd. Qa Dia. Fitting Pipe Pt Pt ******* Notes **"*** Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn T.32 0.0 0.671 Utr 2.0 3.000 20.902 to 150.0 Utb 17.0 19.000 0.0 T.29 1.52 0.0065 0.0 22.000 0.143 Vel = 1.38 T.29 2.18 0.862 Utr 2.0 20.000 21.045 to 150.0 0.0 2.000 4.331 T.36 3.7 0.0099 0.0 22.000 0.217 Vel = 2.03 T.36 -0.29 0.862 0.0 2.000 25.593 to 150.0 0.0 0.0 0.0 T.35 3.41 0.0085 0.0 2.000 0.017 Vel = 1.87 T.35 0.29 0.862 Utr 2.0 3.000 25.610 to 150.0 0.0 2.000 0.0 =Vel2.03 T.34 3.7 0.0100 0.0 5.000 0.050 0.0 3.70 25.660 K Factor= 0.73 T.23 2.18 0.671 Utr 2.0 6.000 20.556 to 150.0 0.0 2.000 0.0 T.24 2.18 0.0125 0.0 8.000 0.100 Vel = 1.98 T.24 0.0 0.671 Utr 2.0 3.000 20.656 to 150.0 0.0 2.000 0.0 H.11 2.18 0.0126 0.0 5.000 0.063 Vel = 1.98 H.11 0.0 0.671 Utb 17.0 9.000 20.719 to 150.0 0.0 17.000 0.0 T.29 2.18 0.0125 0.0 26.000 0.326 Vel = 1.98 0.0 2.18 21.045 K Factor= 0.48 T.30 1.25 0.671 Utb 17.0 6.000 20.591 to 150.0 0.0 17.000 0.0 T.27 1.25 0.0045 0.0 23.000 0.103 Vel = 1.13 T.27 -0.23 0.671 Utr 2.0 1.000 20.694 to 150.0 0.0 2.000 0.0 T.26 1.02 0.0030 0.0 3.000 0.009 Vel = 0.93 T.26 0.23 0.671 Utr 2.0 10.000 20.703 to 150.0 Utb 17.0 19.000 0.0 T.22 1.25 0.0045 0.0 29.000 0.131 Vel = 1.13 0.0 1.25 20.834 K Factor= 0.27 T.27 0.23 0.671 Utb 17.0 5.000 20.694 to 150.0 0.0 17.000 0.0 H.12 0.23 0.0002 0.0 22.000 0.004 Vel = 0.21 H.12 0.0 0.671 Utb 17.0 6.000 20.698 to 150.0 Utr 2.0 19.000 0.0 T.26 0.23 0.0002 0.0 25.000 0.005 Vel = 0.21 0.0 0.23 20.703 K Factor= 0.05 T.36 0.29 0.671 Utr 2.0 2.000 25.593 to 150.0 Utb 17.0 19.000 0.0 T.37 0.29 0.0003 0.0 21.000 0.007 Vel = 0.26 T.37 0.0 0.671 Utr 2.0 9.000 25.600 to 150.0 0.0 2.000 0.0 =Vel0.26 H.15 0.29 0.0003 0.0 11.000 0.003 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 1 Final Calculations - Hazen-Williams Uponor Page 8 - RIVER TERRACE-Two Head Calculation (H.8 & H.7) Date 12/7/2016 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 0.0 0.671 Utb 17.0 8.000 25.603 to 150.0 0.0 17.000 0.0 T.35 0.29 0.0003 0.0 25.000 0.007 Vel = 0.26 0.0 0.29 25.610 K Factor= 0.06 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 RE\i -ION Is .._ , .rocFivR DEC I 3 2016 CITY OF MAR" :. BUILDING DIV i l I i AquaSAFETM FIRE SAFETY SYSTEM OFFICE COPY Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : RIVER TERRACE - One Head Calculation (H.4) Drawing : RESIDENTIAL Location : BUILDING 3 UNIT K-6 TIGARD OR 97223 Remote Area : 8 Contract : 19816F 008 Data File : 19816F 008 Bldg 3, Unit K-6.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor Page 1 RIVER TERRACE -One Head Calculation (H.4) Date 12/7/2016 ' HYDRAULIC DESIGN INFORMATION SHEET Name - RIVER TERRACE Date - 12/5/16 Location - TIGARD OR 97223 Building - RESIDENTIAL System No. - 8 Contractor - ALLIANCE PLUMBING Contract No. - 19816F 008 Calculated By - MELISA RODRIGUEZ SET IV 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 - 11 Gpm System Type Listed Pres. at Start Point - 8.8 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 14 x 14 ( ) Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make SENJU Model RC-RESLFIT I Elevation at Highest Outlet - 128 Feet Size 7/16 K-Factor 3.7 G Note: Temperature Rating 175 N Calculation Gpm Required 11 Psi Required 40.48 At Ref Pt STR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: A Date of Test - 1/14/16 Rated Cap. T Time of Test - 11 AM @ Psi E Static (Psi) - 62 Elev. R Residual (Psi) - 57 Other Flow (Gpm) - 3650 S Elevation - 100 P Location: x P L Source of Information: WATER AUTHORITY Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 V VGIGI V U pply VUI VG Uponor RIVER TERRACE-One Head Calculation (H.4) Page 2 Date 12/7/2016 City Water Supply: Demand: Cl - Static Pressure : 62 D1 Elevation : 12.127 C2- Residual Pressure: 57 D2 System Flow : 10.976 C2 Residual Flow : 3650 D2 -System Pressure : 40.485 Hose ( Demand ) D3-System Demand : 10.976 Safety Margin : 21.514 150 140 130 p 120 R110 E 100 S 90 s 80 U 70 ci R60 0 r.2 —e E 50 - D2 40 ° 30 : 20 10 c5: D1 400 800 1200 1600 2000 2400 2800 3200 3600 FLOW( NA1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I nuIiyo voce vui1n11CHHy Page 3 Uponor Date 12/7/2016 RIVER TERRACE- One Head Calculation (H.4) Fitting Legend Abbrev. Name '/z 3/4 1 11/4 1% 2 2% 3 3'/z 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 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 Uponor Page 4 • RIVER TERRACE -One Head Calculation (H.4) Date 12/7/2016 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 62.0 57 3650.0 62.0 10.98 40.485 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.4 128.0 3.7 8.8 10.98 T.18 128.0 9.1 T.17 128.0 10.84 H.1 128.0 11.04 H.2 128.0 11.14 T.16 128.0 11.32 T.21 118.0 15.77 T.33 108.0 20.61 S.1 104.0 23.15 MTR 100.0 38.86 STR 100.0 40.48 T.19 128.0 9.04 H.5 128.0 9.36 T.20 128.0 10.94 T.28 118.0 15.54 T.34 108.0 20.12 T.23 118.0 15.28 H.10 118.0 15.44 H.9 118.0 15.52 T.22 118.0 15.69 H.7 128.0 11.07 H.8 128.0 11.11 H.6 128.0 11.16 H.3 128.0 11.2 T.24 118.0 15.35 H.11 118.0 15.4 T.29 118.0 15.65 T.36 108.0 20.09 T.35 108.0 20.1 T.30 118.0 15.57 T.27 118.0 15.62 T.26 118.0 15.62 H.13 118.0 15.6 H.14 118.0 15.62 T.32 118.0 15.62 H.12 118.0 15.62 T.37 108.0 20.09 H.15 108.0 20.09 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams . Uponor Page 5 RIVER TERRACE -One Head Calculation (H.4) Date 12/7/2016 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.4 5.07 0.671 Utr 2.0 3.000 8.800 K Factor= 3.70 to 150.0 0.0 2.000 0.0 T.18 5.07 0.0600 0.0 5.000 0.300 Vel = 4.60 T.18 0.0 0.671 Utr 2.0 10.000 9.100 to 150.0 Utb 17.0 19.000 0.0 T.17 5.07 0.0599 0.0 29.000 1.738 Vel = 4.60 T.17 -3.35 0.671 Utb 17.0 8.000 10.838 to 150.0 0.0 17.000 0.0 H.1 1.72 0.0081 0.0 25.000 0.202 Vel = 1.56 H.1 0.0 0.671 Utr 2.0 10.000 11.040 to 150.0 0.0 2.000 0.0 H.2 1.72 0.0081 0.0 12.000 0.097 Vel = 1.56 H.2 0.0 0.671 Utb 17.0 6.000 11.137 to 150.0 0.0 17.000 0.0 T.16 1.72 0.0081 0.0 23.000 0.186 Vel = 1.56 T.16 1.20 0.862 Utr 2.0 15.950 11.323 to 150.0 0.0 2.000 4.331 T.21 2.92 0.0064 0.0 17.950 0.114 Vel = 1.61 T.21 2.33 0.862 Utb 17.0 13.000 15.768 to 150.0 0.0 14.000 4.331 T.33 5.25 0.0189 0.0 27.000 0.509 Vel = 2.89 T.33 5.73 0.862 Utr 2.0 6.000 20.608 to 150.0 T 7.528 4.904 1.732 S.1 10.98 0.0739 0.0 10.904 0.806 Vel = 6.04 S.1 0.0 1.054 2E 2.44 105.000 23.146 to 150.0 0.0 2.440 12.732 ** Fixed Loss = 11 MTR 10.98 0.0277 0.0 107.440 2.979 Vel = 4.04 MTR 0.0 0.995 E 2.336 35.000 38.857 to 150.0 T 5.841 9.345 0.0 STR 10.98 0.0367 G 1.168 44.345 1.628 Vel = 4.53 0.0 10.98 40.485 K Factor= 1.73 H.4 5.90 0.671 Utr 2.0 1.000 8.800 to 150.0 0.0 2.000 0.0 T.19 5.9 0.0793 0.0 3.000 0.238 Vel = 5.35 T.19 0.0 0.671 Utr 2.0 2.000 9.038 to 150.0 0.0 2.000 0.0 H.5 5.9 0.0795 0.0 4.000 0.318 Vel = 5.35 H.5 0.0 0.671 Utb 17.0 3.000 9.356 to 150.0 0.0 17.000 0.0 T.20 5.9 0.0794 0.0 20.000 1.588 Vel = 5.35 T.20 -1.20 0.862 Utr 2.0 15.000 10.944 to 150.0 0.0 2.000 4.331 T.28 4.7 0.0154 0.0 17.000 0.262 Vel = 2.58 T.28 -1.48 0.862 Utb 17.0 19.000 15.537 to 150.0 0.0 14.000 4.331 T.34 3.22 0.0076 0.0 33.000 0.252 Vel = 1.77 T.34 2.51 0.862 Utr 2.0 20.000 20.120 to 150.0 0.0 2.000 0.0 T.33 5.73 0.0222 0.0 22.000 0.488 Vel = 3.15 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 6 • RIVER TERRACE-One Head Calculation (H.4) Date 12/7/2016 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 5.73 20.608 K Factor= 1.26 T.17 3.36 0.862 0.0 13.000 10.838 to 150.0 0.0 0.0 4.331 T.23 3.36 0.0082 0.0 13.000 0.107 Vel = 1.85 T.23 -1.89 0.671 Utb 17.0 10.000 15.276 to 150.0 0.0 17.000 0.0 H.10 1.47 0.0061 0.0 27.000 0.164 Vel = 1.33 H.10 0.0 0.671 Utr 2.0 11.000 15.440 to 150.0 0.0 2.000 0.0 H.9 1.47 0.0061 0.0 13.000 0.079 Vel = 1.33 H.9 0.0 0.671 Utb 17.0 11.000 15.519 to 150.0 0.0 17.000 0.0 T.22 1.47 0.0060 0.0 28.000 0.169 Vel = 1.33 T.22 0.86 0.862 Utb 17.0 5.000 15.688 to 150.0 0.0 14.000 0.0 T.21 2.33 0.0042 0.0 19.000 0.080 Vel = 1.28 0.0 2.33 15.768 K Factor= 0.59 T.20 1.20 0.671 Utb 17.0 12.000 10.944 to 150.0 Utr 2.0 19.000 0.0 H.7 1.2 0.0042 0.0 31.000 0.129 Vel = 1.09 H.7 0.0 0.671 0.0 9.000 11.073 to 150.0 0.0 0.0 0.0 H.8 1.2 0.0042 0.0 9.000 0.038 Vel = 1.09 H.8 0.0 0.671 Utr 2.0 10.000 11.111 to 150.0 0.0 2.000 0.0 H.6 1.2 0.0042 0.0 12.000 0.050 Vel = 1.09 H.6 0.0 0.671 Utr 2.0 8.000 11.161 to 150.0 0.0 2.000 0.0 H.3 1.2 0.0041 0.0 10.000 0.041 Vel = 1.09 H.3 0.0 0.671 Utb 17.0 10.000 11.202 to 150.0 Utr 2.0 19.000 0.0 T.16 1.2 0.0042 0.0 29.000 0.121 Vel = 1.09 0.0 1.20 11.323 K Factor= 0.36 T.23 1.89 0.671 Utr 2.0 6.000 15.276 to 150.0 0.0 2.000 0.0 T.24 1.89 0.0096 0.0 8.000 0.077 Vel = 1.71 T.24 0.0 0.671 Utr 2.0 3.000 15.353 to 150.0 0.0 2.000 0.0 H.11 1.89 0.0098 0.0 5.000 0.049 Vel = 1.71 H.11 0.0 0.671 Utb 17.0 9.000 15.402 to 150.0 0.0 17.000 0.0 T.29 1.89 0.0096 0.0 26.000 0.250 Vel = 1.71 T.29 0.61 0.862 Utr 2.0 20.000 15.652 to 150.0 0.0 2.000 4.331 T.36 2.5 0.0048 0.0 22.000 0.105 Vel = 1.37 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams . Uponor Page 7 RIVER TERRACE-One Head Calculation (H.4) Date 12/7/2016 • 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.36 -0.19 0.862 0.0 2.000 20.088 to 150.0 0.0 0.0 0.0 T.35 2.31 0.0040 0.0 2.000 0.008 Vel = 1.27 T.35 0.19 0.862 Utr 2.0 3.000 20.096 to 150.0 0.0 2.000 0.0 T.34 2.5 0.0048 0.0 5.000 0.024 Vel = 1.37 0.0 2.50 20.120 K Factor= 0.56 T.28 1.48 0.862 Utb 17.0 2.000 15.537 to 150.0 0.0 14.000 0.0 T.30 1.48 0.0018 0.0 16.000 0.029 Vel = 0.81 T.30 -0.62 0.671 Utb 17.0 6.000 15.566 to 150.0 0.0 17.000 0.0 T.27 0.86 0.0023 0.0 23.000 0.052 Vel = 0.78 T.27 -0.16 0.671 Utr 2.0 1.000 15.618 to 150.0 0.0 2.000 0.0 T.26 0.7 0.0017 0.0 3.000 0.005 Vel = 0.64 T.26 0.16 0.671 Utr 2.0 10.000 15.623 to 150.0 Utb 17.0 19.000 0.0 T.22 0.86 0.0022 0.0 29.000 0.065 Vel = 0.78 0.0 0.86 15.688 K Factor= 0.22 T.30 0.62 0.671 Utb 17.0 11.000 15.566 to 150.0 Utr 2.0 19.000 0.0 H.13 0.62 0.0012 0.0 30.000 0.037 Vel = 0.56 H.13 0.0 0.671 0.0 10.000 15.603 to 150.0 0.0 0.0 0.0 H.14 0.62 0.0012 0.0 10.000 0.012 Vel = 0.56 H.14 0.0 0.671 Utr 2.0 6.000 15.615 to 150.0 0.0 2.000 0.0 T.32 0.62 0.0012 0.0 8.000 0.010 Vel = 0.56 T.32 0.0 0.671 Utr 2.0 3.000 15.625 to 150.0 Utb 17.0 19.000 0.0 T.29 0.62 0.0012 0.0 22.000 0.027 Vel = 0.56 0.0 0.62 15.652 K Factor= 0.16 T.27 0.16 0.671 Utb 17.0 5.000 15.618 to 150.0 0.0 17.000 0.0 H.12 0.16 0.0001 0.0 22.000 0.002 Vel = 0.15 H.12 0.0 0.671 Utb 17.0 6.000 15.620 to 150.0 Utr 2.0 19.000 0.0 T.26 0.16 0.0001 0.0 25.000 0.003 Vel = 0.15 0.0 0.16 15.623 K Factor= 0.04 T.36 0.20 0.671 Utr 2.0 2.000 20.088 to 150.0 Utb 17.0 19.000 0.0 T.37 0.2 0.0001 0.0 21.000 0.003 Vel = 0.18 T.37 0.0 0.671 Utr 2.0 9.000 20.091 to 150.0 0.0 2.000 0.0 H.15 0.2 0.0002 0.0 11.000 0.002 Vel = 0.18 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 8 RIVER TERRACE - One Head Calculation (H.4) Date 12/7/2016 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 0.0 0.671 Utb 17.0 8.000 20.093 to 150.0 0.0 17.000 0.0 T.35 0.2 0.0001 0.0 25.000 0.003 Vel = 0.18 0.0 0.20 20.096 K Factor= 0.04 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 FOR OFFICE USE ONLY—SITE ADDRESS: This form is recognized by most building departments in the Tri-County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT III Transmittal Letter TIGARD 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov TO: City of Tigard DATE it " ' 1 DEPT: BUILDING DIVISION DEC 13 Z016 FROM: Gavin Thomes ( Irl OF TIG RD DIVISION COMPANY: Alliance Plumbing PHONE: (503) 492-3490 By . RE: 13716 SW Silent Fox Terrace MST2016-00244 (Site Address) (Permit Number) West River Terrace Lot 12 (Project name or subdivision name and lot number) ATTACHED ARE THE FOLLOWING ITEMS: Copies: Description: Copies: Description: _ Additional set(s) of plans. 2 Revisions: Fire Sprinkler System Cross section(s) and details. Wall bracing and/or lateral analysis. Floor/roof framing. Basement and retaining walls. Beam calculations. Engineer's calculations. Other(explain): REMARKS: Complete re-work of the fire sprinkler system due to lower water pressure than originally planned around. FOR OFFICE USE ONLY Routed to Permit Technician: Date: I1_I q-aatio Initials: ‘),,t1 Fees Due: Yes ❑No Fee Description: k��,.,p� pw_„ ive,.,,�,1171, Amount Due: $ 45 . $ _ $ $ Special Instructions: Reprint Permit (per PE): ❑ Yes E No ❑ Done Applicant Notified: of-/g. Date: / z/ZV/6„ Initials I:\Building\Forms\TransmittalLetter-Revisions.doc 05/25/2012