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1)-lc? sit) 00, � �J o—, terLO JUL. 2 6 1016 Cif y� .x LPL -•F _�t� ��,q dro}k . 51 O ,;� ,; copy I AquaSAFETM FIRE SAFETY SYSTEM Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : WALNUT RIDGE LOT 1 -Two Head Calculation(H.20&H.16) Drawing : RESIDENTIAL Location : 12817 SW 133RD AVE TIGARD OR 97223 Remote Area : 7 Contract : 20081 F 007 Data File : 20081 F 007 Walnut Ridge Lot 1.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor Page 1 WALNUT RIDGE LOT 1 -Two Head Calculation(H.20&H.16) Date 7/19/2016 HYDRAULIC DESIGN INFORMATION SHEET Name - WALNUT RIDGE LOT 1 Date - 7/19/16 Location - TIGARD OR 97223 Building - RESIDENTIAL System No. - 7 Contractor - H&H MECHANICAL Contract No. - 20081F 007 Calculated By - EVAN BENEDICT 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 - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make LF SENJU SPRINKLER Model RC-RES I Elevation at Highest Outlet - 109 Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 162 N Calculation Gpm Required 26.1152 Psi Required 80 At Ref Pt STR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: A Date of Test - 5/31/16 Rated Cap. T Time of Test - 8:20AM @ Psi E Static (Psi) - 94 Elev. R Residual (Psi) - 84 Other Flow (Gpm) - 1537 S Elevation - 80 P Location: 13370 SW 134TH AVE P L Source of Information: CITY Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C Uponor Page 2 - WALNUT RIDGE LOT 1 -Two Head Calculation(H.20&H.16) Date 7/19/2016 City Water Supply: Demand: Cl -Static Pressure : 94 D1 -Elevation : 12.560 C2-Residual Pressure: 84 D2-System Flow : 26.115 C2- Residual Flow : 1537 D2-System Pressure : 80.003 Hose( Demand ) D3-System Demand :26.115 Safety Margin : 13.992 150 140 130 p 120 R 110 E 100 Cl S 90 D2 L[ S 80 U 70 R 60 E 50 40 30 20 10 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW( N ^ 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Uponor Page 3 WALNUT RIDGE LOT 1 -Two Head Calculation(H.20&H.16) Date 7/19/2016 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 WALNUT RIDGE LOT 1 -Two Head Calculation (H.20&H.16) Date 7/19/2016 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 94.0 84 1537.0 93.995 26.12 80.003 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.20 109.0 4.9 7.04 13.0 T.44 109.0 10.22 T.48 109.0 11.03 T.51 109.0 14.21 H.27 109.0 16.33 H.29 109.0 20.05 H.28 109.0 25.35 T.52 109.0 27.21 H.26 109.0 28.24 T.42 109.0 28.79 T.43 109.0 29.03 H.22 109.0 31.06 H.23 109.0 32.49 T.46 109.0 33.61 T.47 109.0 35.65 T.49 109.0 36.14 S.1 104.0 44.51 PRV 80.0 64.04 MTR 80.0 74.82 STR 80.0 80.0 H.16 109.0 4.9 7.16 13.11 T.39 109.0 12.8 H.17 109.0 14.54 T.38 109.0 27.55 H.18 109.0 30.74 H.19 109.0 32.33 H.21 109.0 33.92 H.24 109.0 35.25 H.25 109.0 10.64 T.37 118.0 23.72 T.36 118.0 25.14 H.15 118.0 25.95 H.12 118.0 27.02 H.10 118.0 27.84 T.35 118.0 29.8 T.30 118.0 24.1 H.2 118.0 25.88 H.5 118.0 26.81 H.7 118.0 27.81 T.34 118.0 28.24 H.13 118.0 23.86 H.14 118.0 23.93 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • ' Flow Summary - NFPA 2007 Uponor Page 5 WALNUT RIDGE LOT 1 -Two Head Calculation(H.20& H.16) Date 7/19/2016 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.8 118.0 24.07 H.6 118.0 24.13 H.1 118.0 24.21 H.3 118.0 24.33 T.32 118.0 24.36 H.4 118.0 24.55 T.33 118.0 25.07 T.31 118.0 24.24 H.9 118.0 25.1 H.11 118.0 25.11 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • Final Calculations - Hazen-Williams Uponor Page 6 WALNUT RIDGE LOT 1 -Two Head Calculation(H.20& H.16) Date 7/19/2016 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.20 11.33 0.671 Utr 2.0 10.000 7.040 K Factor=4.90 to 150.0 0.0 2.000 0.0 T.44 11.33 0.2652 0.0 12.000 3.183 Vel = 10.28 T.44 -2.67 0.671 Utr 2.0 3.000 10.223 to 150.0 0.0 2.000 0.0 T.48 8.66 0.1612 0.0 5.000 0.806 Vel = 7.86 T.48 2.67 0.671 Utr 2.0 10.000 11.029 to 150.0 0.0 2.000 0.0 T.51 11.33 0.2652 0.0 12.000 3.183 Vel= 10.2.8 T.51 0.0 0.671 Utr 2.0 6.000 14.212 to 150.0 0.0 2.000 0.0 H.27 11.33 0.2652 0.0 8.000 2.122 Vel= 10.28 H.27 0.0 0.671 0.0 14.000 16.334 to 150.0 0.0 0.0 0.0 H.29 11.33 0.2653 0.0 14.000 3.714 Vel= 10.28 H.29 0.0 0.671 Utr 2.0 18.000 20.048 to 150.0 0.0 2.000 0.0 H.28 11.33 0.2652 0.0 20.000 5.305 Vel = 10.28 H.28 0.0 0.671 Utr 2.0 5.000 25.353 to 150.0 0.0 2.000 0.0 T.52 11.33 0.2653 0.0 7.000 1.857 Vel = 10.28 T.52 -6.90 0.671 Utb 17.0 5.000 27.210 to 150.0 0.0 17.000 0.0 H.26 4.43 0.0466 0.0 22.000 1.025 Vel = 4.02 H.26 0.0 0.671 Utr 2.0 10.000 28.235 to 150.0 0.0 2.000 0.0 T.42 4.43 0.0466 0.0 12.000 0.559 Vel= 4.02 T.42 0.0 0.671 Utr 2.0 3.000 28.794 to 150.0 0.0 2.000 0.0 T.43 4.43 0.0466 0.0 5.000 0.233 Vel= 4.02 T.43 2.32 0.671 Utb 17.0 3.000 29.027 to 150.0 0.0 17.000 0.0 H.22 6.75 0.1018 0.0 20.000 2.037 Vel= 6.12 H.22 0.0 0.671 Utr 2.0 12.000 31.064 to 150.0 0.0 2.000 0.0 H.23 6.75 0.1018 0.0 14.000 1.425 Vel = 6.12 H.23 0.0 0.671 Utr 2.0 9.000 32.489 to 150.0 0.0 2.000 0.0 T.46 6.75 0.1018 0.0 11.000 1.120 Vel= 6.12 T.46 0.0 0.671 Utb 17.0 3.000 33.609 to 150.0 0.0 17.000 0.0 T.47 6.75 0.1018 0.0 20.000 2.037 Vel = 6.12 T.47 7.79 0.862 Utr 2.0 2.000 35.646 to 150.0 0.0 2.000 0.0 T.49 14.54 0.1242 0.0 4.000 0.497 Vel= 7.99 T.49 11.58 0.862 T 7.528 14.000 36.143 to 150.0 0.0 2.904 2.166 S.1 26.12 0.3670 0.0 16.904 6.204 Vel = 14.36 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ' Final Calculations - Hazen-Williams Uponor Page 7 WALNUT RIDGE LOT 1 -Two Head Calculation(H.20& H.16) Date 7/19/2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn S.1 0.0 1.054 0.0 1.000 44.513 to 150.0 0.0 0.0 19.394 **Fixed Loss=9 PRV 26.12 0.1380 0.0 1.000 0.138 Vel= 9.60 PRV 0.0 1.244 2E 3.443 58.000 64.045 to 150.0 0.0 3.443 7.000 **Fixed Loss=7 MTR 26.12 0.0615 0.0 61.443 3.778 Vel= 6.89 MTR 0.0 1.025 E 2.7 22.000 74.823 to 150.0 T 6.75 10.800 0.0 STR 26.12 0.1579 G 1.35 32.800 5.180 Vel= 10.16 0.0 26.12 80.003 K Factor= 2.92 H.20 1.67 0.671 Utr 2.0 14.000 7.040 to 150.0 0.0 2.000 0.0 H.16 1.67 0.0077 0.0 16.000 0.123 Vel= 1.52 H.16 13.11 0.671 Utr 2.0 11.000 7.163 K Factor=4.90 to 150.0 0.0 2.000 0.0 T.39 14.78 0.4338 0.0 13.000 5.640 Vel = 13.41 T.39 0.0 0.671 0.0 4.000 12.803 to 150.0 0.0 0.0 0.0 H.17 14.78 0.4338 0.0 4.000 1.735 Vel= 13.41 H.17 0.0 0.671 Utb 17.0 11.000 14.538 to 150.0 Utr 2.0 19.000 0.0 T.38 14.78 0.4338 0.0 30.000 13.015 Vel= 13.41 T.38 -6.99 0.671 Utb 17.0 5.000 27.553 to 150.0 Utr 2.0 19.000 0.0 H.18 7.79 0.1327 0.0 24.000 3.184 Vel = 7.07 H.18 0.0 0.671 Utr 2.0 10.000 30.737 to 150.0 0.0 2.000 0.0 H.19 7.79 0.1327 0.0 12.000 1.592 Vel= 7.07 H.19 0.0 0.671 Utr 2.0 10.000 32.329 to 150.0 0.0 2.000 0.0 H.21 7.79 0.1327 0.0 12.000 1.592 Vel = 7.07 H.21 0.0 0.671 Utr 2.0 8.000 33.921 to 150.0 0.0 2.000 0.0 H.24 7.79 0.1327 0.0 10.000 1.327 Vel= 7.07 H.24 0.0 0.671 Utr 2.0 1.000 35.248 to 150.0 0.0 2.000 0.0 T.47 7.79 0.1327 0.0 3.000 0.398 Vel= 7.07 0.0 7.79 35.646 K Factor= 1.30 T.44 2.67 0.671 Utb 17.0 4.000 10.223 to 150.0 Utr 2.0 19.000 0.0 H.25 2.67 0.0183 0.0 23.000 0.422 Vel= 2.42 H.25 0.0 0.671 Utb 17.0 4.000 10.645 to 150.0 0.0 17.000 0.0 T.48 2.67 0.0183 0.0 21.000 0.384 Vel= 2.42 0.0 2.67 11.029 K Factor= 0.80 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 8 WALNUT RIDGE LOT 1 -Two Head Calculation(H.20&H.16) Date 7/19/2016 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.52 6.90 0.862 0.0 13.000 27.210 to 150.0 0.0 0.0 -3.898 T.37 6.9 0.0313 0.0 13.000 0.407 Vel = 3.79 T.37 -1.50 0.671 Utb 17.0 2.000 23.719 to 150.0 Utr 2.0 19.000 0.0 T.36 5.4 0.0674 0.0 21.000 1.416 Vel = 4.90 T.36 0.60 0.671 0.0 10.000 25.135 to 150.0 0.0 0.0 0.0 H.15 6.0 0.0819 0.0 10.000 0.819 Vel= 5.44 H.15 0.0 0.671 Utr 2.0 11.000 25.954 to 150.0 0.0 2.000 0.0 H.12 6.0 0.0819 0.0 13.000 1.065 Vel = 5.44 --- ---------- H.12 0.0 0.671 Utr 2.0 8.000 27.019 to 150.0 0.0 2.000 0.0 H.10 6.0 0.0819 0.0 10.000 0.819 Vel = 5.44 H.10 0.0 0.671 Utb 17.0 5.000 27.838 to 150.0 Utr 2.0 19.000 0.0 T.35 6.0 0.0819 0.0 24.000 1.965 Vel = 5.44 T.35 5.57 0.862 Utb 17.0 16.000 29.803 to 150.0 0.0 14.000 3.898 T.49 11.57 0.0814 0.0 30.000 2.442 Vel= 6.36 0.0 11.57 36.143 K Factor= 1.92 T.38 6.99 0.862 0.0 14.000 27.553 to 150.0 0.0 0.0 -3.898 T.30 6.99 0.0321 0.0 14.000 0.449 Vel = 3.84 T.30 -1.42 0.671 Utb 17.0 6.000 24.104 to 150.0 Utr 2.0 19.000 0.0 H.2 5.57 0.0712 0.0 25.000 1.781 Vel = 5.05 H.2 0.0 0.671 Utr 2.0 11.000 25.885 to 150.0 0.0 2.000 0.0 H.5 5.57 0.0712 0.0 13.000 0.926 Vel = 5.05 H.5 0.0 0.671 Utr 2.0 12.000 26.811 to 150.0 0.0 2.000 0.0 H.7 5.57 0.0712 0.0 14.000 0.997 VeI= 5.05 H.7 0.0 0.671 Utr 2.0 4.000 27.808 to 150.0 0.0 2.000 0.0 T.34 5.57 0.0713 0.0 6.000 0.428 Vel= 5.05 T.34 0.0 0.671 Utb 17.0 5.000 28.236 to 150.0 0.0 17.000 0.0 T.35 5.57 0.0712 0.0 22.000 1.567 Vel = 5.05 0.0 5.57 29.803 K Factor= 1.02 T.37 1.50 0.671 Utb 17.0 4.000 23.719 to 150.0 Utr 2.0 19.000 0.0 H.13 1.5 0.0063 0.0 23.000 0.145 Vel = 1.36 H.13 0.0 0.671 0.0 11.000 23.864 to 150.0 0.0 0.0 0.0 H.14 1.5 0.0064 0.0 11.000 0.070 Vel = 1.36 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ' ' Final Calculations - Hazen-Williams Uponor Page 9 WALNUT RIDGE LOT 1 -Two Head Calculation(H.20&H.16) Date 7/19/2016 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.14 0.0 0.671 Utr 2.0 19.000 23.934 to 150.0 0.0 2.000 0.0 H.8 1.5 0.0063 0.0 21.000 0.132 Vel= 1.36 H.8 0.0 0.671 Utr 2.0 8.000 24.066 to 150.0 0.0 2.000 0.0 H.6 1.5 0.0063 0.0 10.000 0.063 Vel = 1.36 H.6 0.0 0.671 Utr 2.0 11.000 24.129 to 150.0 0.0 2.000 0.0 H.1 1.5 0.0063 0.0 13.000 0.082 Vel = 1.36 H.1 0.0 0.671 Utr 2.0 17.000 24.211 to 150.0 0.0 2.000 0.0 H.3 1.5 0.0063 0.0 19.000 0.120 Vel= 1.36 H.3 0.0 0.671 Utr 2.0 2.000 24.331 to 150.0 0.0 2.000 0.0 T.32 1.5 0.0062 0.0 4.000 0.025 Vel = 1.36 T.32 1.43 0.671 Utr 2.0 7.000 24.356 to 150.0 0.0 2.000 0.0 H.4 2.93 0.0217 0.0 9.000 0.195 Vel = 2.66 H.4 0.0 0.671 Utb 17.0 7.000 24.551 to 150.0 0.0 17.000 0.0 T.33 2.93 0.0217 0.0 24.000 0.520 Vel= 2.66 T.33 -0.60 0.862 0.0 14.000 25.071 to 150.0 0.0 0.0 3.898 T.43 2.33 0.0041 0.0 14.000 0.058 Vel = 1.28 0.0 2.33 29.027 K Factor= 0.43 T.30 1.42 0.671 Utr 2.0 5.000 24.104 to 150.0 Utb 17.0 19.000 0.0 T.31 1.42 0.0058 0.0 24.000 0.138 Vel= 1.29 T.31 0.0 0.671 Utb 17.0 3.000 24.242 to 150.0 0.0 17.000 0.0 T.32 1.42 0.0057 0.0 20.000 0.114 Vel= 1.29 0.0 1.42 24.356 K Factor= 0.29 T.33 0.60 0.671 Utb 17.0 5.000 25.071 to 150.0 Utr 2.0 19.000 0.0 H.9 0.6 0.0011 0.0 24.000 0.027 Vel= 0.54 H.9 0.0 0.671 Utr 2.0 8.000 25.098 to 150.0 0.0 2.000 0.0 H.11 0.6 0.0012 0.0 10.000 0.012 Vel = 0.54 H.11 0.0 0.671 Utb 17.0 5.000 25.110 to 150.0 0.0 17.000 0.0 T.36 0.6 0.0011 0.0 22.000 0.025 Vel= 0.54 0.0 0.60 25.135 K Factor= 0.12 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 j 15 2016 tnA�F}, 1 AquaSAFETM FIRE SAFETY SYSTEM OFFICE COPY Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : WALNUT RIDGE LOT 1 -One Head Calculation (H.5) Drawing : RESIDENTIAL Location : 12817 SW 133RD AVE TIGARD OR 97223 Remote Area : 7 Contract : 20081 F 007 Data File : 20081 F 007 Walnut Ridge Lot 1.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor Page 1 WALNUT RIDGE LOT 1 -One Head Calculation(H.5) Date 7/19/2016 HYDRAULIC DESIGN INFORMATION SHEET Name - WALNUT RIDGE LOT 1 Date - 7/19/16 Location - TIGARD OR 97223 Building - RESIDENTIAL System No. - 7 Contractor - H&H MECHANICAL Contract No. - 20081F 007 Calculated By - EVAN BENEDICT 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 - 17 Gpm System Type Listed Pres. at Start Point - 12 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 18 x 18 ( ) Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make LF SENJU SPRINKLER Model RC-RES I Elevation at Highest Outlet - 118 Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 162 N Calculation Gpm Required 17 Psi Required 59.94 At Ref Pt STR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: A Date of Test - 5/31/16 Rated Cap. T Time of Test - 8:20AM @ Psi E Static (Psi) - 94 Elev. R Residual (Psi) - 84 Other Flow (Gpm) - 1537 S Elevation - 80 P Location: 13370 SW 134TH AVE P L Source of Information: CITY Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C Uponor Page 2 WALNUT RIDGE LOT 1 -One Head Calculation(H.5) Date 7/19/2016 City Water Supply: Demand: Cl -Static Pressure : 94 D1 -Elevation : 16.458 C2-Residual Pressure: 84 D2-System Flow : 16.974 C2-Residual Flow : 1537 D2-System Pressure : 59.944 Hose( Demand ) D3-System Demand : 16.974 Safety Margin : 34.053 150 140 130 p 120 R110 E 100 c� S 90 G2 e S 80 U 70 D2 R 60 E 50 40 30 • 20 D1 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW( NA1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Uponor Page 3 WALNUT RIDGE LOT 1 -One Head Calculation(H.5) Date 7/19/2016 Fitting Legend Abbrev. Name % '/+ 1 11/4 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 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 WALNUT RIDGE LOT 1 -One Head Calculation (H.5) Date 7/19/2016 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 94.0 84 1537.0 93.998 16.97 59.944 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.5 118.0 4.9 12.0 16.97 H.7 118.0 14.29 T.34 118.0 15.27 T.35 118.0 18.86 T.49 109.0 24.49 S.1 104.0 29.45 PRV 80.0 48.91 MTR 80.0 57.61 STR 80.0 59.94 H.2 118.0 13.92 T.30 118.0 17.61 T.31 118.0 18.06 T.32 118.0 18.43 H.4 118.0 18.52 T.33 118.0 18.74 T.43 109.0 22.69 H.22 109.0 23.2 H.23 109.0 23.56 T.46 109.0 23.84 T.47 109.0 24.35 T.38 109.0 21.8 H.18 109.0 22.8 H.19 109.0 23.3 I-.21 109.0 23.8 I-.24 109.0 24.22 H.17 109.0 21.96 T.39 109.0 21.98 H.16 109.0 22.05 H.20 109.0 22.14 T.44 109.0 22.2 T.48 109.0 22.22 T.51 109.0 22.28 1 H.27 109.0 22.33 H.29 109.0 22.4 H.28 109.0 22.51 T.52 109.0 22.55 H.26 109.0 22.63 T.42 109.0 22.67 H.25 109.0 22.21 H.3 118.0 18.44 H.1 118.0 18.48 H.6 118.0 18.51 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 Uponor Page 5 WALNUT RIDGE LOT 1 -One Head Calculation(H.5) Date 7/19/2016 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.8 118.0 18.53 H.14 118.0 18.58 H.13 118.0 18.6 T.37 118.0 18.65 T.36 118.0 18.73 H.15 118.0 18.75 H.12 118.0 18.78 H.10 118.0 18.81 H.11 118.0 18.73 H.9 118.0 18.74 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 6 WALNUT RIDGE LOT 1 -One Head Calculation(H.5) Date 7/19/2016 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.5 8.72 0.671 Utr 2.0 12.000 12.000 K Factor=4.90 to 150.0 0.0 2.000 0.0 _H.7 8.72 0.1634 0.0 14.000 2.287 Vel= 7.91 H.7 0.0 0.671 Utr 2.0 4.000 14.287 to 150.0 0.0 2.000 0.0 T.34 8.72 0.1635 0.0 6.000 0.981 Vel= 7.91 T.34 0.0 0.671 Utb 17.0 5.000 15.268 to 150.0 0.0 17.000 0.0 T.35 8.72 0.1634 0.0 22.000 3.594 Vel= 7.91 T.35 0.88 0.862 Utb 17.0 16.000 18.862 to 150.0 0.0 14.000 3.898 T.49 9.6 0.0577 0.0 30.000 1.730 Vel= 5.28 T.49 7.37 0.862 T 7.528 14.000 24.490 to 150.0 0.0 2.904 2.166 S.1 16.97 0.1653 0.0 16.904 2.795 Vel= 9.33 S.1 0.0 1.054 0.0 1.000 29.451 to 150.0 0.0 0.0 19.394 **Fixed Loss=9 PRV _ 16.97 0.0630 0.0 1.000 0.063 Vel= 6.24 PRV 0.0 1.244 2E 3.443 58.000 48.908 to 150.0 0.0 3.443 7.000 **Fixed Loss= 7 MTR 16.97 0.0277 0.0 61.443 1.702 Vel= 4.48 MTR 0.0 1.025 E 2.7 22.000 57.610 to 150.0 T 6.75 10.800 0.0 STR 16.97 0.0712 G 1.35 32.800 2.334 Vel = 6.60 0.0 16.97 59.944 K Factor= 2.19 H.5 8.25 0.671 Utr 2.0 11.000 12.000 to 150.0 0.0 2.000 0.0 H.2 8.25 0.1476 0.0 13.000 1.919 Vel= 7.49 H.2 0.0 0.671 Utb 17.0 6.000 13.919 to 150.0 Utr 2.0 19.000 0.0 T.30 8.25 0.1476 0.0 25.000 3.689 Vel= 7.49 T.30 -5.55 0.671 Utr 2.0 5.000 17.608 to 150.0 Utb 17.0 19.000 0.0 T.31 _ 2.7 0.0187 0.0 24.000 0.449 Vel= 2.45 T.31 0.0 0.671 Utb 17.0 3.000 18.057 to 150.0 0.0 17.000 0.0 T.32 2.7 0.0187 0.0 20.000 0.374 Vel = 2.45 T.32 -0.84 0.671 Utr 2.0 7.000 18.431 to 150.0 0.0 2.000 0.0 H.4 1.86 0.0093 0.0 9.000 0.084 Vel= 1.69 H.4 0.0 0.671 Utb 17.0 7.000 18.515 to 150.0 0.0 17.000 0.0 T.33 1.86 0.0094 0.0 24.000 0.225 Vel= 1.69 T.33 0.24 0.862 0.0 14.000 18.740 to 150.0 0.0 0.0 3.898 T.43 2.1 0.0034 0.0 14.000 0.048 Vel = 1.15 T.43 1.10 0.671 Utb 17.0 3.000 22.686 to 150.0 0.0 17.000 0.0 H.22 3.2 0.0256 0.0 20.000 0.512 Vel= 2.90 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 7 WALNUT RIDGE LOT 1 -One Head Calculation(H.5) Date 7/19/2016 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.22 0.0 0.671 Utr 2.0 12.000 23.198 to 150.0 0.0 2.000 0.0 H.23 3.2 _ 0.0256 0.0 14.000 0.358 Vel= 2.90 H.23 0.0 0.671 Utr 2.0 9.000 23.556 to 150.0 0.0 2.000 0.0 T.46 3.2 0.0255 0.0 11.000 0.281 Vel = 2.90 T.46 0.0 0.671 Utb 17.0 3.000 23.837 to 150.0 0.0 17.000 0.0 T.47 3.2 0.0256 0.0 20.000 0.511 Vel = 2.90 T.47 4.17 0.862 Utr 2.0 2.000 24.348 to 150.0 0.0 2.000 0.0 T.49 7.37 0.0355 0.0 4.000 0.142 Vel= 4.05 0.0 7.37 _ _ _ 24.490 K Factor= 1.49 T.30 5.55 0.862 0.0 14.000 17.608 to 150.0 0.0 0.0 3.898 T.38 5.55 0.0209 0.0 14.000 0.293 Vel= 3.05 T.38 -1.38 0.671 Utb 17.0 5.000 21.799 to 150.0 Utr 2.0 19.000 0.0 H.18 4.17 0.0418 0.0 24.000 1.003 Vel = 3.78 H.18 0.0 0.671 Utr 2.0 10.000 22.802 to 150.0 0.0 2.000 0.0 H.19 4.17 0.0418 0.0 12.000 0.501 Vel = 3.78 H.19 0.0 0.671 Utr 2.0 10.000 23.303 to 150.0 0.0 2.000 0.0 H.21 4.17 0.0418 0.0 12.000 0.502 Vel = 3.78 H.21 0.0 0.671 Utr 2.0 8.000 23.805 to 150.0 0.0 2.000 0.0 H.24 4.17 0.0418 0.0 10.000 0.418 Vel= 3.78 H.24 0.0 0.671 Utr 2.0 1.000 24.223 to 150.0 0.0 2.000 0.0 T.47 4.17 0.0417 0.0 3.000 0.125 Vel= 3.78 0.0 4.17 24.348 K Factor= 0.85 T.38 1.38 0.671 Utb 17.0 11.000 21.799 to 150.0 Utr 2.0 19.000 0.0 H.17 1.38 0.0054 0.0 30.000 0.162 Vel= 1.25 H.17 0.0 0.671 0.0 4.000 21.961 to 150.0 0.0 0.0 0.0 T.39 1.38 0.0052 0.0 4.000 0.021 Vel= 1.25 T.39 0.0 0.671 Utr 2.0 11.000 21.982 to 150.0 0.0 2.000 0.0 H.16 1.38 0.0054 0.0 13.000 0.070 Vel= 1.25 H.16 0.0 0.671 Utr 2.0 14.000 22.052 to 150.0 0.0 2.000 0.0 H.20 1.38 0.0054 0.0 16.000 0.086 Vel = 1.25 H.20 0.0 0.671 Utr 2.0 10.000 22.138 to 150.0 0.0 2.000 0.0 T.44 1.38 0.0054 0.0 12.000 0.065 Vel = 1.25 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 8 WALNUT RIDGE LOT 1 -One Head Calculation(H.5) Date 7/19/2016 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.44 -0.33 0.671 Utr 2.0 3.000 22.203 to 150.0 0.0 2.000 0.0 T.48 1.05 0.0032 0.0 5.000 0.016 Vel= 0.95 T.48 0.33 0.671 Utr 2.0 10.000 22.219 to 150.0 0.0 2.000 0.0 T.51 1.38 0.0054 0.0 12.000 0.065 Vel = 1.25 T.51 0.0 0.671 Utr 2.0 6.000 22.284 to 150.0 0.0 2.000 0.0 H.27 1.38 0.0054 0.0 8.000 0.043 Vel = 1.25 H.27 0.0 0.671 0.0 14.000 22.327 to 150.0 0.0 0.0 0.0 H.29 1.38 0.0054 0.0 14.000 0.075 Vel= 1.25 H.29 0.0 0.671 Utr 2.0 18.000 22.402 to 150.0 0.0 2.000 0.0 H.28 1.38 0.0054 0.0 20.000 0.108 Vel= 1.25 H.28 0.0 0.671 Utr 2.0 5.000 22.510 to 150.0 0.0 2.000 0.0 T.52 1.38 0.0054 0.0 7.000 0.038 Vel= 1.25 T.52 -0.28 0.671 Utb 17.0 5.000 22.548 to 150.0 0.0 17.000 0.0 H.26 1.1 0.0035 0.0 22.000 0.078 Vel = 1.00 H.26 0.0 0.671 Utr 2.0 10.000 22.626 to 150.0 0.0 2.000 0.0 T.42 1.1 0.0035 0.0 12.000 0.042 Vel = 1.00 T.42 0.0 0.671 Utr 2.0 3.000 22.668 to 150.0 0.0 2.000 0.0 T.43 1.1 0.0036 0.0 5.000 0.018 Vel= 1.00 0.0 1.10 22.686 K Factor= 0.23 T.44 0.32 0.671 Utb 17.0 4.000 22.203 to 150.0 Utr 2.0 19.000 0.0 H.25 0.32 0.0003 0.0 23.000 0.008 Vel= 0.29 H.25 0.0 0.671 Utb 17.0 4.000 22.211 to 150.0 0.0 17.000 0.0 T.48 0.32 0.0004 0.0 21.000 0.008 Vel = 0.29 0.0 0.32 22.219 K Factor= 0.07 T.32 0.84 0.671 Utr 2.0 2.000 18.431 to 150.0 0.0 2.000 0.0 H.3 0.84 0.0022 0.0 4.000 0.009 Vel= 0.76 H.3 0.0 0.671 Utr 2.0 17.000 18.440 to 150.0 0.0 2.000 0.0 H.1 0.84 0.0022 0.0 19.000 0.041 Vel = 0.76 H.1 0.0 0.671 Utr 2.0 11.000 18.481 to 150.0 0.0 2.000 0.0 H.6 0.84 0.0022 0.0 13.000 0.029 Vel = 0.76 H.6 0.0 0.671 Utr 2.0 8.000 18.510 to 150.0 0.0 2.000 0.0 H.8 0.84 0.0021 0.0 10.000 0.021 Vel= 0.76 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 9 WALNUT RIDGE LOT 1 -One Head Calculation(H.5) Date 7/19/2016 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 0.0 0.671 Utr 2.0 19.000 18.531 to 150.0 0.0 2.000 0.0 H.14 0.84 0.0022 0.0 21.000 0.046 Vel = 0.76 H.14 0.0 0.671 0.0 11.000 18.577 to 150.0 0.0 0.0 0.0 H.13 0.84 0.0022 0.0 11.000 0.024 Vel= 0.76 H.13 0.0 0.671 Utb 17.0 4.000 18.601 to 150.0 Utr 2.0 19.000 0.0 T.37__ 0.84 0.0022 0.0 23.000 0.050 Vel= 0.76 T.37 0.28 0.671 Utb 17.0 2.000 18.651 to 150.0 Utr 2.0 19.000 0.0 T.36 1.12 0.0037 0.0 21.000 0.077 Vel= 1.02 T.36 -0.24 0.671 0.0 10.000 18.728 to 150.0 0.0 0.0 0.0 H.15 0.88 0.0024 0.0 10.000 _ 0.024 Vel = 0.80 H.15 0.0 0.671 Utr 2.0 11.000 18.752 to 150.0 0.0 2.000 0.0 H.12 0.88 0.0023 0.0 13.000 0.030 Vel= 0.80 H.12 0.0 0.671 Utr 2.0 8.000 18.782 to 150.0 0.0 2.000 0.0 H.10 0.88 0.0024 0.0 10.000 0.024 Vel= 0.80 H.10 0.0 0.671 Utb 17.0 5.000 18.806 to 150.0 Utr 2.0 19.000 0.0 T.35 0.88 0.0023 0.0 24.000 0.056 Vel = 0.80 0.0 0.88 18.862 K Factor= 0.20 T.52 0.28 0.862 0.0 13.000 22.548 to 150.0 0.0 0.0 -3.898 T.37 0.28 0.0001 0.0 13.000 0.001 Vel= 0.15 0.0 0.28 18.651 K Factor= 0.06 T.36 0.24 0.671 Utb 17.0 5.000 18.728 to 150.0 0.0 17.000 0.0 H.11 0.24 0.0002 0.0 22.000 0.005 Vel= 0.22 H.11 0.0 0.671 Utr 2.0 8.000 18.733 to 150.0 0.0 2.000 0.0 11.9 0.24 0.0002 0.0 10.000 0.002 Vel= 0.22 H.9 0.0 0.671 Utb 17.0 5.000 18.735 to 150.0 Utr 2.0 19.000 0.0 T.33 0.24 0.0002 0.0 24.000 0.005 Vel= 0.22 0.0 0.24 18.740 K Factor= 0.06 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087