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2269 Wall St - Fire Suppression Reports ?oqoo ~ jp 6 P,c~ , v^. n~.~~FzV~ f~ ~ ta ; TM FIRESAFET Uponor Wirsbo AQUASAFE Design 5925 148th Street West Apple Valley MN 55124 800-321-4739 Job Name : WALLICK 1HD Building . Location : EAGAN, MINNESOTA System Contract : 020621-40 Data File : WALLICKI.WXF Computer Progwams by Hydratec Inc, "Route 111 Windham N.H. USA 03087 Uponor Wirsbo Page 1 WALLICK 1HD Date 020621 I-IY?RAULIC DESIGN INFORMATION SHEET Name - WALLICK RESIDENCE 1 HD CALC Date - 12-9-02 Location - EAGAN, MINNESOTA Building - System No. - Contractor - Contract No. - 020621-40 Calculated By - CS Drawing No. - Construction: O Combustible O Non-Combustible Ceiling Height OCCUPANCY - S Type of Calculation: ()NFPA 13 Residential ()NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: (X)1 ( )2 ( )4 ( ) 5 ( )Other T ()Specific Ruling Made by Date E M Listed Flow at Start Point - 11 Gpm System Type Listed Pres. at Start Point - 13.4 Psi (X) Wet Dry D MAXIMUM LISTED SPACING 16 x 16 O Deluge O PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional F1ow Added - 0 Gpm Make RELIABLE Model F1/RES 16 I Elevation at Highest Outlet - Feet Size 3/8" K-Factor 3.0 G Note: Temperature Rating 155 DEG F N CalCUlation Gpm Required 11 Psi Required 41.76 At Test Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - Rated Cap. Cap. T Time Of Test - @ PSi E1ev. E Static (PSi) - 65 Elev. R Residual (PSi) - 60 Other Well Flow (Gpm) - 2000 Proof Flow Gpm S Elevation - P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) Uponor Wirs6o Page 2 WALLICK 1HD Date 020621 City Water Supply: C1 - Static Pressure : 65 PSI C2 - Residual Pressure: 60 PSI C2 - Residual Flow : 2000 GPM 150 D1 - Elevation : 7.796 PSI 140 D2 - System Flow : 11 GPM D2 - System Pressure : 41.756 PSI 130 Hose ( Adj City ) GPM Hose (Demand ) GPM p 120 D3 - System Demand : 11 GPM R 110 Safety Margin : 23244 PSI E 100 S 90 S 80 U 70 C2 R 60 E 50 D2 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 Summary Uponor Wirsbo Page 3 WALLICK 1HD Date 020621 Fitting Legend Abbrev. Name E 90' Standard Elbow G Gate Valve S Swing Gheck Valve T 90' Flow thru Tee U Unadjusted Ft I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 , Fittings Summary Uponor Wirsbo Page 4 WALLICK 1HD Date 020621 Unadjusted Fittings Table 112 314 1 1 1/4 1 112 2 2112 3 3 112 4 E 2.0 2.D 2.0 3.0 4.D 5.D 6.0 7.0 8.0 10.0 G 1.0 1.0 1.0' 1.0 2.0 5 4.0 5.0 5.0 7.0 9.0 11.0 14-0 16.0 19.0 22-0 T 3.0 4.0 5.0 6.0 8.0 10.0 12.0 15.0 17.0 20.0 U 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 5 6 8 10 12 14 16 18 20 24 E 12.0 14.0 18.0 22.0 27.0 35.0 40.0 45.0 50.0 61.0 G 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 11.0 13.0 S 27.0 32.0 45.0 55.0 65.0 76.0 87.0 98.0 109.D 13D.0 T 25.0 3D.0 35.0 50.0 60.0 71.0 81.0 91.0 101.0 121.0 U 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.01.0 1.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 , Pressure / Flow Summary - STANDARD Uponor Wirsbo Page 5 WALLICK 1HD Date 020621 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual AcWal Req. H.5 98.0 35.2 na H2 109.0 30.37 na H.6 118.0 25.3 na H.16 109.0 30.14 na H.7 98.0 35.18 na H.10 98.0 35.19 na H.8 118.0 23.65 na H.1 98.0 35.19 na H.13 98.0 35.2 na H.4 118.0 25.04 na H.15 109.0 30.38 na H.14 109.0 30.37 na H.3 109.0 30.36 na H.11 118.0 25.0 na H.17 118.0 25.31 na H.12 98.0 35.19 na H.19 98.0 35.17 na H.18 98.0 35.16 na H.32 98.0 35.17 na H20 718.0 25.08 na H24 118.0 21.69 na H.9 118.0 22.73 na H28 118.0 25.23 na H.21 98.0 35.18 na H.36 118.0 3 13.45 na 11.0 0.04 256 13.45 H.23 109.0 30.21 na H.22 98.0 35.14 na H.41 118.0 20.81 na H.27 109.0 30.31 na H.40 118.0 24.83 na H.35 109.0 30.12 na H.25 118.0 20.85 na H.31 118.0 25.12 na H29 118.0 19.61 na H26 109.0 3022 na H.37 109.0 30.28 na H.33 118.0 19.56 na H.34 118.0 25.09 na H.42 109.0 3025 na H.30 98.0 35.15 na H.39 98.0 35.16 na H.38 98.0 35.15 na 5.1 104.0 32.65 na , MTR 100.0 35.13 na STR 100.0 41.76 na The maximum velocity is 6.08 and it occurs in the pipe between nodes S.1 and MTR Computer Pmgrams by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Uponor Wirsbo Page 6 WALLICK 1HD Date 020621 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. I.C. or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn H.5 -0.08 0.469 42.3U 1.000 16.000 35.197 to 150 42.300 0.0 H.1 -0.08 -0.0002 58.300 -0.009 Vel = 0.149 0.0 -0.08 35.188 K Factor = -0.01 H2 -0.12 0.469 42.3U 1.000 14.000 30.374 to 150 42.300 0.0 H.3 -0.12 -0.0003 56.300 -0.019 Vel = 0223 0.0 -0.12 30.355 K Factor = -0.02 H.6 -0.49 0.469 42.3U 1.000 15.000 25.303 to 150 42.300 0.0 H.4 -0.49 -0.0045 57.300 -0.260 Vel = 0.910 0.0 -0.49 25.043 K Factor = -0.10 H.16 -0.95 0.469 42.3U 1.000 35.000 30.142 to 150 42.300 -3.898 H.4 -0.95 -0.0155 77.300 -1.196 Vel = 1.764 0.0 -0.95 25.048 K Factor = -0.19 H.7 0.09 0.469 42.31LI 1.000 13.000 35.176 to 150 42.300 0.0 H.1 0.09 0.0002 55.300 0.011 Vel = 0.167 0.0 0.09 35.187 K Factor = 0.02 H.10 -0.04 0.469 42.3U 1.000 27.000 35.191 to 150 42.300 0.0 H.1 -0.04 69.300 -0.003 Vel = 0.074 0.0 -0.04 35.188 K Factor = -0.07 H.8 1.27 0.469 42.3U 1.000 10.000 23.645 to 150 42.300 0.0 H.4 1.27 0.0265 52.300 1.385 Vel = 2.359 0.0 1.27 25.030 K Factor = 025 H.10 0.07 0.469 42.3U 1.000 10.000 35.191 to 150 42.300 0.0 H.5 0.07 0.0001 52.300 0.006 Vel = 0.130 0.0 0.07 35.197 K Factor = 0.01 H.2 0.27 0.469 42.31LI 1.000 28.000 30.374 to 150 42.300 2.166 S.1 0.27 0.0015 70.300 0.106 Vel = 0.501 0.0 0.27 32.646 K Factor = 0.05 H.1 -0.02 0.469 42.3U 1.000 14.000 35.188 to 150 42.300 0.0 H.12 -0.02 56.300 -0.001 Vel = 0.037 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard I Uponor Wirsbo Page 7 WALLICK 1HD Date 020621 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 0.0 -0.02 35.187 K Factor = H.13 0.01 0.469 42.3U 1.000 24.000 35.197 to 150 42.300 0.0 H.5 0.01 0.0 66.300 Vel = 0.019 0.0 0.01 35.197 K Factor = H.4 -0.17 0.469 42.3U 1.000 20.000 25.038 to 150 42.300 0.0 H.11 -0.17 -0.0006 62.300 -0.040 Vel = 0.316 0.0 -0.17 24.998 K Factor = -0.03 H.15 -0.01 0.469 42.31-1 1.000 24.000 30.357 to 150 42.300 0.0 H.3 -0.01 0.0 66.300 Vel = 0.019 0.0 -0.01 30.357 K Factor = H.14 0.04 0.469 42.3U 1.000 21.000 30.371 to 150 42.300 0.0 H.2 0.04 63.300 0.003 Vel = 0.074 0.0 0.04 30.374 K Factor = 0.01 H.6 0.99 0.469 42.3U 1.000 34.000 25.303 to 150 42.300 6.063 S.1 0.99 0.0167 76.300 1.274 Vel = 1.839 0.0 0.99 32.640 K Factor = 0.17 H.3 0.31 0.469 42.3U 1.000 22.000 30.356 to 150 42.300 2.166 S.1 0.37 0.0019 64.300 0.125 Vel = 0.576 0.0 0.31 32.647 K Factor = 0.05 H.11 0.53 0.469 42.3U 1.000 15.000 24.997 to 150 42.300 0.0 H.6 0.53 0.0053 57.300 0.301 Vel = 0.984 0.0 0.53 25.298 K Factor = 0.11 H.15 0.11 0.469 42.311 1.000 18.000 30.357 to 150 42.300 0.0 H.2 0.11 0.0003 60.300 0.017 Vel = 0.204 0.0 0.11 30.374 K Factor = 0.02 H.3 -0.44 0.469 42.3U 1.000 16.000 30.356 to 150 42.300 0.0 H.16 -0.44 -0.0037 58.300 -0.217 Vel = 0.817 0.0 -0.44 30.139 K Factor = -0.08 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Uponor Wirsbo Page 8 WALLICK 1HD Date 020621 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn H.17 -0.04 0.469 42.3U 1.000 22.000 25.305 to 150 42.300 0.0 H.6 -0.04 64.300 -0.003 Vel = 0.074 0.0 -0.04 25.302 K Factor = -0.01 H.8 -1.01 0.469 42.3U 7.000 10.000 23.645 to 150 42.300 0.0 H.9 -1.01 -0.0173 52.300 -0.906 Vel = 1.876 0.0 -1.01 22.739 K Factor = -0.21 H.5 0.16 0.469 42.3U 1.000 39.000 35.197 to 150 42.300 -2.599 S.1 0.16 0.0006 81.300 0.047 Vei = 0297 0.0 0.16 32.645 K Factor = 0.03 H.12 -0.09 0.469 42.3U 1.000 13.000 35.187 to 150 42.300 0.0 H.7 -0.09 -0.0002 55.300 -0.011 Vel = 0.167 H.7 0.01 0.469 42.3U 1.000 26.000 35.176 to 150 42.300 0.0 H.19 -0.08 -0.0002 68.300 -0.011 Vel = 0.149 0 -0.08 35.165 K Factor = -0.01 H.13 0.16 0.469 42.3U 1.000 41.000 35.197 to 150 42.300 -2.599 S.1 0.16 0.0006 83.300 0.048 Vel = 0.297 0.0 0.16 32.646 K Factor = 0.03 H.13 -0.06 0.469 42.31-1 1.000 13.000 35,197 to 150 42.300 0.0 H.10 -0.06 -0.0001 55.300 -0.005 Vel = 0.111 0.0 -0.06 35.192 K Factor = -0.01 H.8 1.24 0.469 42.31LI 1.000 11.000 23.645 to 750 42.300 0.0 H.11 1.24 0.0253 53.300 1.350 Vel = 2.303 0.0 1.24 24.995 K Factor = 0.25 H.18 0.11 0.469 42.3U 1.000 10.000 35.161 to 150 42.300 0.0 H.7 0.11 0.0003 52.300 0.015 Vel = 0.204 0.0 0.11 35.176 K Factor = 0.02 H.32 0.19 0.469 42.3U 1.000 46.000 35.174 to 150 42.300 -2.599 S.1 0.19 0.0008 88.300 0.070 Vel = 0.353 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard I Uponor Wirsbo Page 9 WALLICK 1HD Date 020621 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 0.19 32.645 K Factor = 0.03 H.12 0.19 0.469 42.3U 1.000 27.000 35.187 to 150 42.300 -2.599 S.1 0.19 0.0008 69.300 0.055 Vel = 0.353 0.0 0.19 32.643 K Factor = 0.03 H.17 -0.53 0.469 42.3U 1.000 16.000 25.305 to 150 42.300 0.0 H.11 -0.53 -0.0052 58.300 -0.306 Vel = 0.984 0.0 -0.53 24.999 K Factor = -0.11 H.14 0.29 0.469 42.3U 1.000 22.000 30.371 to 150 42.300 2.166 S.1 0.29 0.0017 64.300 0.111 Vel = 0.539 0.0 0.29 32.648 K Factor = 0.05 H.20 -1.43 0.469 42.3U 1.000 29.000 25.079 to 150 42.300 0.0 H.9 -1.43 -0.0330 71.300 -2.351 Vel = 2.656 0.0 -1.43 22.728 K Factor = -0.30 H.12 -0.13 0.469 42.3U 1.000 13.000 35.187 to 150 42.300 0.0 H.19 -0.13 -0.0004 55.300 -0.022 Vel = 0.241 0.0 -0.13 35.165 K Factor = -0.02 H.15 0.11 0.469 42.3U 1.000 11.000 30.357 to 150 42.300 0.0 H.14 0.11 0.0003 53.300 0.015 Vel = 0.204 0.0 0.11 30.372 K Factor = 0.02 H.24 0.97 0.469 42.3U 1.000 22.000 21.689 to 150 42.300 0.0 H.9 0.97 0.0161 64.300 1.034 Vel = 1.801 0.0 0.97 22.723 K Factor = 0.20 H.10 -0.09 0.469 42.3U 1.000 10.000 35.191 to 150 42.300 0.0 H.21 -0.09 -0.0002 52.300 -0.010 Vel = 0.167 0.0 -0.09 35.181 K Factor = -0.02 H.24 1.50 0.469 42.3U 1.000 12.000 27.689 to 150 42.300 0.0 H.8 1.5 0.0360 54.300 1.956 Vel = 2.786 0.0 1.50 23.645 K Factor = 0.31 H.9 -1.47 0.469 42.3U 1.000 12.000 22.732 to 150 42.300 0.0 H.25 -1.47 -0.0347 54.300 -1.884 Vel = 2.730 Computer Programs by Hydratec Inc. Route 111 W indham N.H. USA 03087 Final Calculations - Standard Uponor Wirsbo Page 10 WALLICK 1HD Date 020621 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 0.0 -1.47 20.848 K Factor = -0.32 H.18 0.06 0.469 42.3U 1.000 18.000 35.161 to 150 42.300 0.0 H.19 0.06 0.0001 60.300 0.006 Vel = 0.111 0.0 0.06 35.167 K Factor = 0.01 H.28 1.08 0.469 42.311 1.000 27.000 25.229 to 150 42.300 6.063 S.1 1.08 0.0196 69.300 1.359 Vel = 2.006 0.0 1.08 32.651 K Factor = 0.19 H21 0.11 0.469 42.31J 1.000 17.000 35.180 to 150 42.300 0.0 H.13 0.11 0.0003 59.300 0.017 Vel = 0.204 0.0 0.11 35.197 K Factor = 0.02 H.36 2.98 0.469 42.31J 1.000 60.000 13.450 K Factor = 3.00 to 150 42.300 6.063 S.1 2.98 0.1283 102.300 13.120 Vel = 5.534 0.0 2.98 32.633 K Factor = 0.52 H.23 -025 0.469 42.31J 1.000 8.000 30.207 to 150 42.300 0.0 H.16 -0.25 -0.0013 50.300 -0.066 Vel = 0.464 0.0 -0.25 30.141 K Factor = -0.05 H.22 0.15 0.469 42.3U 1.000 14.000 35.139 to 150 42.300 0.0 H.19 0.15 0.0005 56.300 0.029 Vel = 0.279 0.0 0.15 35.168 K Factor = 0.03 H.16 027 0.469 42.3U 1.000 12.000 30.142 to 150 42.300 0.0 H.26 0.27 0.0015 54.300 0.082 Vel = 0.501 0.0 0.27 30.224 iK Factor = 0.05 H.17 0.95 0.469 42.3U 1.000 40.000 25.305 to 150 42.300 6.063 S.1 0.95 0.0155 82.300 1.273 Vel = 1.764 0.0 0.95 32.641 K Factor = 0.17 H.47 2.02 0.469 42.3U 1.000 50.000 20.811 to 150 42.300 6.063 S.i 2.02 0.0625 92.300 5.766 Vel = 3.751 0.0 2.02 32.640 K Factor = 0.35 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Finai Calculations - Standard I Uponor Wirsbo Page 11 WALLICK 1HD Date 020621 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. I.C. or Ftng's Pe pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn H22 -0.38 0.469 42.31J 1.000 17.000 35.139 to 150 42.300 -4.764 H.23 -0.38 -0.0028 59.300 -0.168 Vel = 0.706 0.0 -0.38 30.207 K Factor = -0.07 H22 0.13 0.469 42.31-1 1.000 13.000 35.139 to 150 42.300 0.0 H.18 0.13 0.0004 55.300 0.022 Vel = 0.241 0.0 0.13 35.161 K Factor = 0.02 H.15 -0.20 0.469 42.3U 1.000 14.000 30.357 to 150 42.300 OA H.27 -0.2 -0.0009 56.300 -0.049 Vel = 0.371 H.27 0.42 0.469 42.3U 1.000 18.000 30.307 to 150 42.300 0.0 H.14 0.22 0.0010 60.300 0.062 Vel = 0.409 0.0 022 30.369 K Factor = 0.04 H.40 1.05 0.469 42.31-1 1.000 51.000 24.832 to 150 42.300 6.063 S.1 1.05 0.0186 93.300 1.737 Vel = 1.950 0.0 1.05 32.632 K Factor = 0.18 H.20 0.97 0.469 42.3U 1,000 29.000 25.079 to 150 42.300 3.898 H.35 0.97 0.0161 71.300 1.147 Vel = 1.801 .0 0.97 30.124 K Factor = 0.18 H.25 0.97 0.469 42.3U 1.000 10.000 20.850 to 150 42.300 0.0 H.24 0.97 0.0161 52.300 0.841 Vel = 1.801 0.0 0.97 21.691 K Factor = 0.21 H23 0.12 0.469 42.3U 1.000 7.000 30.207 to 150 42,300 0.0 H.26 0.12 0.0003 49.300 0.017 Vel = 0.223 0.0 0.12 30.224 K Factor = 0.02 H.31 0.38 0.469 42.3U 1.000 22.000 25.120 to 150 42.300 0.0 H.17 0.38 0.0028 64.300 0.183 Vel = 0.706 0.0 0.38 25.303 K Factor = 0.08 H.28 -0.39 0.469 42.3U 1.000 9.000 25.229 to 150 42.300 0.0 H.20 -0.39 -0.0030 51.300 -0.153 Vel = 0.724 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Uponor Wirsbo Page 12 WALLICK 1HD Date 020621 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn -0.39 25.076 K Factor = -0.08 H.21 -0.14 0.469 42.3U 1.000 19.000 35.180 to 150 42.300 0.0 H.30 -0.14 -0.0004 61.300 -0.027 Vel = 0.260 0.0 -0.14 35.153 K Factor = -0.02 H.29 1.26 0.469 42.3U 1.000 5.000 19.609 to 150 42.300 0.0 H.25 1.26 0.0261 47.300 1.234 Vel = 2.340 0.0 126 20.843 K Factor = 0.28 H.26 0.27 0.469 42.31-1 1.000 12.000 30.224 to 150 42.300 0.0 H.27 0.27 0.0015 54.300 0.082 Vel = 0.501 0.0 0.27 30.306 K Factor = 0.05 H20 0.07 0.469 42.3U 1.000 18.000 25.079 to 150 42.300 0.0 H.34 0.07 0.0001 60.300 0.007 Vel = 0.130 0.0 0.07 25.086 K Factor = 0.01 H.29 1.51 0.469 42.31-1 1.000 15.000 19.609 to 150 42.300 0.0 H24 1.51 0.0365 57.300 2.089 Vel = 2.804 0.0 1.51 21.698 K Factor = 0.32 H.37 0.36 0.469 42.3U 1.000 39.000 30.276 to 150 42.300 2.166 S.1 0.36 0.0026 81.300 0.209 Vel = 0.669 0.0 0.36 32.651 K Factor = 0.06 H.32 0.07 0.469 42.3U 1.000 10.000 35.174 to 150 42.300 0.0 H.21 0.07 0.0001 52.300 0.006 Vel = 0.130 0.0 0.07 35.180 K Factor = 0.01 H.22 0.10 0.469 42.3U 1.000 13.000 35.139 to 150 42.300 0.0 H.30 0.1 0.0002 55.300 0.013 Vel = 0.186 0.0 0.10 35.152 K Factor = 0.02 H.33 1.17 0.469 42.3U 1.000 14.000 19.562 to 150 42.300 0.0 H.25 1.17 0.0228 56.300 1281 Vel = 2.173 0.0 1.17 20.843 K Factor = 0.26 H.31 0.32 0.469 42.3U 1.000 12.000 25.120 to 150 42.300 0.0 H.28 0.32 0.0021 54.300 0.712 Vel = 0.594 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Firral Calculations - Standard Uponor Wirsbo Page 13 WALLICK 1HD Date 020621 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 0.0 0.32 25.232 K Factor = 0.06 H.23 -0.26 0.469 42.3U 1.000 17.000 30.207 to 150 42.300 0.0 H.35 -0.26 -0.0014 59.300 -0.083 Vel = 0.483 0.0 -0.26 30.124 K Factor = -0.05 H.18 -0.04 0.469 42.3U 1.000 33.000 35.161 to 150 42.300 0.0 H.39 -0.04 75.300 -0.003 Vel = 0.074 0.0 -0.04 35.158 K Factor = -0.01 H.28 -0.37 0.469 42.3U 1.000 9.000 25.229 to 150 42.300 0.0 H.34 -0.37 -0.0027 51.300 -0.139 Vel = 0.687 0.0 -0.37 25.090 K Factor = -0.07 H.33 0.20 0.469 42.3U 1.000 9.000 19.562 to 150 42.300 0.0 H.29 02 0.0009 51.300 0.044 Vel = 0.371 H.29 -2.77 0.469 42.3U 1.000 21.000 19.609 to 150 42.300 0.0 H.36 -2.57 -0.0975 63.300 -6.174 Vel = 4.773 0.0 -2.57 13.435 K Factor = -0.70 H.34 0.16 0.469 42.3U 1.000 14.000 25.087 to 150 42.300 0.0 H.31 0.16 0.0006 56.300 0.032 Vel = 0.297 0.0 0.16 25.119 K Factor = 0.03 H.37 0.16 0.469 42.3U 1.000 14.000 30.276 to 150 42.300 0.0 H.27 0.16 0.0006 56.300 0.032 Vel = 0.297 0.0 0.16 30.308 K Factor = 0.03 H.42 -0.12 0.469 42.3U 1.000 21.000 30.247 to 150 42.300 0.0 H.26 -0.12 -0.0003 63.300 -0.021 Vel = 0.223 0.0 -0.12 30.226 K Factor = -0.02 H.30 -0.08 0.469 42.3U 1.000 10.000 35.154 to 150 42.300 0.0 H.38 -0.08 -0.0002 52.300 -0.008 Vel = 0.149 0.0 -0.08 35.146 K Factor = -0.01 H.32 -0.14 0.469 42.3U 1.000 19.000 35.174 to 150 42.300 0.0 H.38 -0.14 -0.0004 61.300 -0.027 Vel = 0.260 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Uponor Wirsbo Page 14 WALLICK 1HD Date 020621 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 0.0 -0.14 35.147 K Factor = -0.02 H.39 -0.05 0.469 42.3U 1.000 22.000 35.158 to 150 42.300 0.0 H.30 -0.05 -0.0001 64.300 -0.004 Vel = 0.093 0.0 -0.05 35.154 K Factor = -0.01 H.40 0.54 0.469 42.3U 1.000 11.000 24.832 to 150 42.300 0.0 H.31 0.54 0.0054 53.300 0.290 Vel = 1.003 0.0 0.54 25.122 K Factor = 0.11 H.37 -0.36 0.469 42.3U 1.000 15.000 30.276 to 150 42.300 0.0 H.35 -0.36 -0.0026 57.300 -0.147 Vel = 0.669 0.0 -0.36 30.129 K Factor = -0.07 H.39 0.11 0.469 42.3U 1.000 10.000 35.158 to 150 42.300 0.0 H.32 0.11 0.0003 52.300 0.015 Vel = 0.204 0.0 0.11 35.173 K Factor = 0.02 H.36 2.58 0.469 42.3U 1.000 20.000 13.450 to 150 42.300 0.0 H.33 2.58 0.0982 62.300 6.120 Vel = 4.791 0.0 2.58 19.570 K Factor = 0.58 H.41 -1.20 0.469 42.3U 1.000 10.000 20.811 to 150 42.300 0.0 H.33 -1.2 -0.0238 52.300 -1.247 Vel = 2.229 0.0 -1.20 19.564 K Factor = -0.27 H.34 -0.46 0.469 42.3U 1.000 20.000 25.087 to 150 42.300 0.0 H.40 -0.46 -0.0040 62.300 -0252 Vel = 0.854 0.0 -0.46 24.835 K Factor = -0.09 H.42 -0.35 0.469 42.3U 1.000 8.000 30.247 to 150 42.300 0.0 H.35 -0.35 -0.0024 50.300 -0.123 Vel = 0.650 0.0 -0.35 30.124 K Factor = -0.06 H.37 -0.15 0.469 42.3U 1.000 15.000 30.276 to 150 42.300 0.0 H.42 -0.15 -0.0005 57.300 -0.029 Vel = 0.279 0.0 -0.15 30.247 K Factor = -0.03 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard UponorWirsbo Page 15 WALLICK 7HD Date 020621 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn H.36 2.88 0.469 42.3U 1.000 19.000 13.450 to 150 42.300 0.0 H.41 2.88 0.1204 61.300 7.381 Vel = 5.349 0.0 2.88 20.831 K Factor = 0.63 H.38 0.10 0.469 42.31-1 1.000 12.000 35.145 to 150 42.300 0.0 H.39 0.1 0.0002 54.300 0.013 Vel = 0.186 0.0 0.10 35.158 K Factor = 0.02 H.42 0.32 0.469 42.3U 1.000 21.000 30.247 to 150 42.300 4.764 H38 0.32 0.0021 63.300 0.131 Vel = 0.594 0.0 0.32 35.142 K Factor = 0.05 H.41 2.06 0.469 42.3U 1.000 20.000 20.811 to 150 42.300 0.0 H.40 2.06 0.0648 62.300 4.036 Vel = 3.826 0.0 2.06 24.847 K Factor = 0.41 S.1 11.00 0.86 1 G 0.0 10.000 32.645 to 150 0.0 1.732 MTR 11.0 0.0750 10.000 0.750 Vel = 6.076 MTR 0.0 0.995 2E 2.336 115.000 35.128 to 150 1T 5.841 10.513 2.000 Fixed loss = 2 STR 11.0 0.0369 1G 0.0 125.513 4.626 Vel = 4.539 .0 11.00 41.754 K Factor = 1.70 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 i; P i. ' TM AQUAzSAFE Uponor Wirsbo AQUASAFE Design 5925 148th Street West Apple Valley MN 55124 , 800-321-4739 Job Name : WALLICK 2 HD Building . Location : EAGAN, MINNESOTA System . Contract : 020621-40 Data File : WALLICK2.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor Wirsbo Page 1 WALLICK 2 HD Date 120902 HYDRAULIC DESIGN INFORMATION SHEET Name - WALLICK RESIDENCE 2 HD CALC Date - 12-9-02 Location - EAGAN, MINNESOTA Building - System No. - Contractor - Contract No. - 020621-40 Calculated By - CS Drawing No. - Construction: Combustible Non-Combustible Ceiling Height OCCUPANCY - S Type of Calculation: ()NFPA 13 Residential ()NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: (X)1 (X)2 O4 O S ( )Other T ()Specific Ruling Made by Date E M Listed Flow at Start Point - 8 Gpm System Type Listed Pres. at Start Point - 7.1 Psi (X) Wet Dry D MAXIMUM LISTED SPACING 12 x 12 O Deluge O PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - 0 Gpm Make RELIABLE Model E1/RES 16 I Elevation at Highest Outlet - Feet Size 3/8" K-Factor 3.0 G Note: Temperature Rating 155 DEG F N Calculation Gpm Required 16.02 Psi Required 49.62 At Test Summary C-Factor Uaed: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Ddte of Te6t - Rdted Cap. Cap. T Time of Test - 9 Psi Elev. E Stdtic (PSi) - 65 Elev. R Residual (Psi) - 60 Other Well Flow (Gpm) - 2000 Proof Flow Gpm S Elevation - P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) • Uponor Wirsbo Page 2 WALLICK 2 HD Date 120902 - Ciry Water Supply: C1 - Static Pressure 65 PSI C2 - Residual Pressure: 60 PSI C2 - Residual Flow : 2000 GPM 150 D1 - Elevation : 7.796 PSI 140 D2 - System Flow : 16,02 GPM D2 - System Pressure : 49.624 P51 130 Hose ( Adj City ) GPM Hose ( Demand ) GPM p 120 D3 - System Demand : 16.02 GPM R 110 Safety Margin : 15.376 PSI E 100 S 90 S $0 U 70 C2 R 60 D2 E 50 40 30 20 - 10 D7 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 Summary Uponor Wirsbo Page 3 WALLICK 2 HD Date 120902 Fitting Legend Abbrev. Name E 90' Standard Elbow G Gate Valve S Swing Check Valve T 90' Flow thru Tee U Unadjusted Ft i Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Summary Uponor Wirsbo Page 4 WALLICK 2 HD Date 120902 Unadjusted Fittings Table 1!2 3!4 1 1 1/4 1 1/2 2 2112 3 3 112 4 E 2.0 2.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 G 1.0 1.0 1.0 1.0 2.0 S 4.0 5.0 5.0 7.0 9.0 11.0 14.0 16.0 19.0 22.0 T 3.0 4.0 5.0 6.0 8.0 10.0 12.0 15.0 17.0 20.0 U 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 5 6 8 10 12 14 16 18 20 24 E 12.0 14.0 18.0 22.0 27.0 35.0 40.0 45.0 50.0 61.0 G 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 11.0 13.0 S 27.0 32.0 45.0 55.0 65.0 76.0 87.0 98.0 109.0 130.0 T 25.0 30.0 35.0 50.0 60.0 71.0 81.0 91.0 701.0 121.0 U 1.0 1.0 1.0 1.0 1.0 7.0 1.0 1.0 1.0 1.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Fiow Summary - STANDARD Uponor Wirsbo Page 5 WALLICK 2 HD Date 120902 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual AcNa! Req. H.5 98.0 36.56 na H2 109.0 31.6 na H.6 118.0 23.8 na H.16 109.0 30.81 na H.7 98.0 36.5 na H.10 98.0 36.54 na H.S 118.0 16.53 na H.1 98.0 36.54 na H.13 98.0 36.56 na H.4 118.0 22.53 na H.15 109.0 31.55 na H.14 109.0 31.59 na H.3 109.0 31.54 na H.11 118.0 22.44 na H.17 118.0 24.05 na H.9 118.0 13.14 na H.12 98.0 36.53 na H.19 98.0 36.46 na H.18 98.0 36.45 na ti.32 98.0 36.49 na H.20 118.0 23.6 na H.24 118.0 3 7.13 na 8.01 0.04 144 7.12 H25 118.0 3 7.12 na 8.0 0.04 144 7.12 H28 118.0 24.27 na H.21 98.0 3 36.51 na 18.13 0.04 256 13.45 H.36 118.0 17.04 na H.23 109.0 31.06 na H22 98.0 36.38 na H.41 118.0 19.83 na H.27 109.0 31.39 na H.40 118.0 23.97 na H.35 109.0 30.94 na H.31 118.0 24.05 na H29 118.0 10.95 na H.26 109.0 31.11 na H.37 109.0 31.3 na H.33 118.0 13.7 na H.34 118.0 24.0 na H.42 109.0 312 na H.30 98.0 36.42 na H.39 98.0 36.44 na H.38 98.0 36.4 na S.1 104.0 34.12 na MTR 100.0 37.35 na STR 100.0 49.62 na The maximum velocity is 8.85 and it occurs in the pipe between nodes 8.1 and MTR Computer Programs by Hydratec Inc. Route t T 1 Windham N.H. USA 03087 Final Calculations - Standard Uponor Wirsbo Page 6 WALLICK 2 HD Date 120902 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ""Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn H.5 -0.15 0.469 42.3U 1.000 16.000 36.565 to 150 42.300 0.0 H.1 -0.15 -0.0005 58.300 -0.030 Vel = 0.279 0.0 -0.15 36.535 K Factor = -0.02 H.2 -0.22 0.469 42.3U 1.000 14.000 31.604 to 150 42.300 0.0 H.3 -0.22 -0.0010 56.300 -0.058 Vel = 0.409 0.0 -022 31.546 K Factor = -0.04 H.6 -1.15 0.469 42.3U 1.000 15.000 23.800 to 150 42.300 0.0 H.4 -1.15 -0.0220 57.300 -1.262 Vel = 2.136 0.0 -1.15 22.538 K Factor = -0.24 H.16 -1.92 0.469 42.3U 1.000 35.000 30.808 to 150 42.300 3.898 H.4 -1.92 -0.0569 77.300 -4.396 Vel = 3.566 0.0 -1.92 22.514 K Factor = -0.40 H.7 0.18 0.469 42.3U 1.000 13.000 36.496 to 150 42.300 0.0 H.1 0.18 0.0007 55.300 0.039 Vel = 0.334 0.0 0.18 36.535 K Factor = 0.03 H.10 -0.07 0.469 42.3U 1.000 27.000 36.545 to 150 42.300 0.0 H.1 -0.07 -0.0001 69.300 -0.009 Vel = 0.730 0.0 -0.07 36.536 K Factor = -0.01 H.8 2.81 0.469 42.3U 1.000 10.000 16.526 to 150 42.300 0.0 H.4 2.81 0.1150 52.300 6.017 Vel = 5.219 0.0 2.81 22.543 K Factor = 0.59 H.10 0.13 0.469 42.3U 1.000 10.000 36.545 to 150 42.300 0.0 H.5 0.13 0.0004 52.300 0.020 Vel = 0.241 0.0 0.13 36.565 K Factor = 0.02 H.2 0.51 0.469 42.3U 1.000 28.000 31.604 to 150 42.300 2.166 S.1 0.51 0.0049 70.300 0.344 Vel = 0.947 0.0 0.51 34.114 K Factor = 0.09 H.1 -0.04 0.469 42.31LI 1.000 14.000 36.535 to 150 42.300 0.0 H.12 -0.04 56.300 -0.002 Vel = 0.074 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Uponor Wirsbo Page 7 WALLICK 2 HD Date 120902 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. I.C. or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 0.0 -0.04 36.533 K Factor = -0.01 H.13 0.03 0.469 42.3U 1.000 24.000 36.563 to 150 42.300 0.0 H.5 0.03 66.300 0.002 Vel = 0.056 0.0 0.03 36.565 K Factor = H.4 -0.26 0.469 42.3U 1.000 20.000 22.531 to 150 42.300 0.0 H.11 -026 -0.0014 62.300 -0.088 Vel = 0.483 0.0 -026 22.443 K Factor = -0.05 H.15 -0.04 0.469 42.3U 1.000 24.000 31.546 to 150 42.300 0.0 H.3 -0.04 66.300 -0.003 Vel = 0.074 0.0 -0.04 31.543 K Factor = -0.01 H,14 0.08 0.469 42.3U 1.000 21.000 31.595 to 150 42.300 0.0 H.2 0.08 0.0002 63.300 0.010 Vel = 0.149 0.0 0.08 31.605 K Factor = 0.01 H.6 1.90 0.469 42.3U 1.000 34.000 23.800 to 150 42.300 6.063 S.1 1.9 0.0558 76.300 4.256 Vel = 3.529 0.0 1.90 34.119 K Factor = 0.33 H.3 0.59 0.469 42.3U 1.000 22.000 31.544 to 150 42.300 2.166 S.1 0.59 0.0064 64.300 0.412 Vel = 1.096 0.0 0.59 34.122 K Factor = 0.10 H.11 1.20 0.469 42.3U 1.000 15.000 22.442 to 150 42.300 0.0 ' H.6 1.2 0.0238 57.300 1.366 Vel = 2.229 0.0 120 23.808 K Factor = 0.25 H.15 021 0.469 42.3U 1.000 18.000 31.546 to 150 42.300 0.0 H.2 0.21 0.0009 60.300 0.057 Vel = 0.390 0.0 0.21 31.603 K Factor = 0.04 H.3 -0.85 0.469 42.3U 1.000 16.000 31.544 to 150 42.300 0.0 H.16 -0.85 -0.0126 58.300 -0.734 Vel = 1.579 0.0 -0.85 30.810 K Factor = -0.15 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Uponor Wirsbo Page 8 WALLICK 2 HD Date 120902 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn H.17 -0.45 0.469 42.3U 1.000 22.000 24.050 to 150 42.300 0.0 H.6 -0.45 -0.0039 64.300 -0250 Vel = 0.836 0.0 -0.45 23.800 K Factor = -0.09 H.8 -2.06 0.469 42.3U 1.000 10.000 16.526 to 150 42.300 0.0 H.9 -2.06 -0.0648 52.300 -3.388 Vel = 3.826 H.9 222 0.469 42.3U 1.000 39.000 13.137 to 150 42.300 -2.599 S.1 0.16 0.0006 81.300 0.047 Vel = 0.297 0.0 0.16 10.585 K Factor = 0.05 H.5 0.30 0.469 42.3U 1.000 39.000 36.565 to 150 42.300 -2.599 S.1 0.3 0.0018 81.300 0.149 Vel = 0.557 0.0 0.30 34.115 K Factor = 0.05 H.12 -0.17 0.469 42.31.1 1.000 13.000 36.532 to 150 42.300 0.0 H.7 -0.17 -0.0006 55.300 -0.035 Vel = 0.316 H.7 0.03 0.469 42.3U 1.000 26.000 36.496 to 150 42.300 0.0 H.19 -0.14 -0.0005 68.300 -0.031 Vel = 0.260 H.19 0.30 0.469 42.3U 1.000 41.000 36.465 to 150 42.300 -2.599 S.1 0.16 0.0006 83.300 0.048 Vel = 0.297 0.0 0.16 33.914 K Factor = 0.03 H.13 0.30 0.469 42.3U 1.000 41.000 36.563 to 150 42.300 -2.599 S.1 0.3 0.0018 83.300 0.153 Vel = 0.557 0.0 0.30 34.117 K Factor = 0.05 H.13 -0.12 0.469 42.3U 1.000 13.000 36.563 to 150 42.300 0.0 H.10 -0.12 -0.0003 55.300 -0.019 Vel = 0223 0.0 _p, 12 36.544 K Factor =-0.02 H.8 2.76 0.469 42.3U 1.000 11.000 16.526 to 150 42.300 0.0 H.11 2.76 0.1113 53.300 5.932 Vel = 5.126 0.0 2_76 22.458 K Factor = 0.58 H.18 021 0.469 42.31.1 1.000 10.000 36.448 to 150 42.300 0.0 H.7 0.21 0.0010 52.300 0.050 Vel = 0.390 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Uponor Wirsbo Page 9 WALLICK 2 HD Date 120902 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 0.0 0.21 36.498 K Factor = 0.03 H.32 0.36 0.469 42.3U 1.000 46.000 36.490 to 150 42.300 -2.599 S.1 0.36 0.0026 88.300 0227 Vel = 0.669 0.0 0.36 34.118 K Factor = 0.06 H.12 0.37 0.469 42.3U 1.000 27.000 36.532 to 150 42.300 -2.599 5.1 0.37 0.0027 69.300 0.187 Vel = 0.687 0.0 0.37 34.120 K Factor = 0.06 H.17 -1.30 0.469 42.31-1 1.000 16.000 24.050 to 150 42.300 0.0 H.11 -1.3 -0.0276 58300 -1.611 Vel = 2.414 0.0 -1.30 22.439 K Factor = -0.27 H.14 0.55 0.469 42.31-1 1.000 22.000 31.595 to 150 42.300 2.166 S.1 0.55 0.0056 64.300 0.362 Vel = 1.021 0.0 0.55 34.123 K Factor = 0.09 H.20 -3.20 0.469 42.31J 1.000 29.000 23.596 to 150 42.300 0.0 H.9 -3.2 -0.1463 71.300 -10.432 Vel = 5.943 0.0 -3.20 13.164 K Factor = -0.88 H.12 -0.24 0.469 42.31-1 1.000 13.000 36.532 to 150 42.300 0.0 H.19 -0.24 -0.0012 55.300 -0.067 Vel = 0.446 0.0 -0.24 36.465 K Factor = -0.04 H.15 0.20 0.469 42.3U 1.000 11.000 31.546 to 150 42.300 0.0 H.14 0.2 0.0009 53.300 0.046 Vel = 0.371 0.0 0.20 31.592 K Factor = 0.04 H.24 2.51 0.469 42.3U 1.000 22.000 7.131 K Factor = 3.00 to 150 42.300 0.0 H.9 2.51 0.0934 64.300 6.003 Vel = 4.661 0.0 2.51 13.134 K Factor = 0.69 H.10 -0.18 0.469 42.31-1 1.000 10.000 36.545 to 150 42.300 0.0 H.21 -0.18 -0.0007 52.300 -0.037 Vel = 0.334 0.0 -0.18 36.508 K Factor = -0.03 Computer Programs hy Hydratec Inc. Route 111 Windham N.H. USA 03087 Finai Calculations - Standard Uponor Wirsbo Page 10 WALLICK 2 HD Date 120902 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. I.C. or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn H24 3.50 0.469 42.3U 1.000 12.000 7.131 to 150 42.300 0.0 H.8 3.5 0.1727 54.300 9.377 Vel = 6.500 0.0 3.50 16.508 K Factor = 0.86 H25 2.75 0.469 42.31-1 1.000 12.000 7.120 K Factor = 3.00 to 150 42.300 0.0 H.9 2.75 0.1105 54.300 6.002 Vel = 5.107 0.0 2.75 13.122 K Factor = 0.76 H.18 0.11 0.469 42.3U 1.000 18.000 36.448 to 150 42.300 OA H.19 0.11 0.0003 60.300 0.017 Vel = 0.204 0.0 0.11 36.465 K Factor = 0.02 H.28 1.88 0.469 42.3U 1.000 27.000 24274 to 150 42.300 6.063 S.1 1.88 0.0547 69.300 3.790 Vel = 3.491 0.0 1.88 34.127 K Factor = 0.32 H.21 0.21 0.469 42.3U 1.000 17.000 36.509 K Factor = 3.00 to 150 42.300 0.0 H.13 0.21 0.0009 59.300 0.056 Vel = 0.390 0.0 0.21 36.565 K Factor = 0.03 H.36 2.71 0.469 42.3U 1.000 60.000 17.041 to 150 42.300 6.063 S.1 2.71 0.1076 102.300 11.006 Vel = 5.033 0.0 2.71 34.110 K Factor = 0.46 H.23 -0.52 0.469 42.31-1 1.000 5.000 31.059 to 150 42.300 0.0 H.16 -0.52 -0.0051 50.300 -0.255 Vel = 0.966 0.0 -0.52 30.804 K Factor = -0.09 H.22 027 0.469 42.3U 1.000 14.000 36.377 to 150 42.300 0.0 H.19 027 0.0015 56.300 0.085 Vel = 0.501 0.0 027 36.462 K Factor = 0.04 H.16 0.55 0.469 42.3U 1.000 12.000 30.808 to 150 42.300 0.0 H.26 0.55 0.0056 54.300 0.306 Vel = 1.021 0.0 0.55 31.114 K Factor = 0.10 H.17 1.76 0.469 42.3U 1.000 40.000 24.050 to 150 42.300 6.063 S.1 1.76 0.0484 82.300 3.984 Vel = 3269 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Uponor Wirsbo Page 11 WALLICK 2 HD Date 120902 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 0.0 1.76 34.097 K Factor = 0.30 H.41 2.45 0.469 42.3U 1.000 50.000 19.825 to 150 42.300 6.063 S.1 2.45 0.0893 92.300 8.240 Vel = 4.550 0.0 2.45 34.128 K Factor = 0.42 H.22 -0.72 0.469 42.3U 1.000 17.000 36.377 to 150 42.300 -4.764 H.23 -0.72 -0.0093 59.300 -0.549 Vel = 1.337 0.0 -0.72 31.064 K Factor = -0.13 H.22 0.25 0,469 42.3U 1.000 13.000 36.377 to 150 42.300 0.0 H.18 025 0.0013 55.300 0.072 Vel = 0.464 0.0 0.25 36.449 K Factor = 0.04 H.15 -0.38 0.469 42.3U 1.000 14.000 31.546 to 150 42.300 0.0 H.27 -0.38 -0.0028 56.300 -0.160 Vel = 0.706 H.27 0.80 0.469 42.3U 1.000 18.000 31.388 to 150 42.300 0.0 H.14 0.42 0.0034 60.300 0.206 Vel = 0.780 0.0 0.42 31.594 K Factor = 0.07 H.40 1.67 0.469 42.3U 1.000 51.000 23.966 to 150 42.300 6.063 S.1 1.67 0.0439 93.300 4.099 Vel = 3.101 0.0 1.67 34.128 K Factor = 0.29 H.20 1.73 0.469 42.3U 1.000 29.000 23.596 to 150 42.300 3.898 H.35 1.73 0.0469 71.300 3.344 Vel = 3.213 H.35 -0.76 0.469 42.3U 1.000 10.000 30.841 to 150 42.300 0.0 H.24 0.97 0.0161 52.300 0.841 Vel = 1.801 0.0 0.97 31.682 K Factor = 0.17 H.25 0.09 0.469 42.3U 1.000 10.000 7.120 to 150 42.300 0.0 H.24 0.09 0.0002 52.300 0.010 Vel = 0.167 0.0 0.09 7.130 K Factor = 0.03 H23 0.23 0.469 42.3U 1.000 7.000 31.059 to 150 42.300 0.0 H.26 023 0,0011 49.300 0.055 Vel = 0.427 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Uponor Wirsbo Page 12 WALLICK 2 HD Date 120902 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 0.23 31.114 K Factor = 0.04 H.31 0.02 0.469 42.3U 1.000 22.000 24.049 ta 150 42.300 0.0 H.17 0.02 64.300 0.001 Vel = 0.037 0.0 0.02 24.050 K Factor = H.28 -0.87 0.469 42.31-1 1.000 9.000 24274 to 150 42.300 0.0 H.20 -0.87 -0.0132 51.300 -0.675 Vel = 1.616 0.0 -0.87 23.599 K Factor = -0.18 H.21 -026 0.469 42.3U 1.000 19.000 36.509 to 150 42.300 0.0 H.30 -0.26 -0.0014 61.300 -0.086 Vel = 0.483 0.0 -026 36.423 K Factor = -0.04 H.29 -2.32 0.469 42.31.1 1.000 5.000 10.946 to 150 42.300 0.0 H.25 -2.32 -0.0807 47.300 -3.817 Vel = 4.309 0.0 -2.32 7.129 K Factor = -0.87 H.26 0.52 0.469 42.31-1 1.000 12.000 31.114 to 150 42.300 0.0 H27 0.52 0.0051 54.300 0.276 Vel = 0.966 0.0 0.52 31.390 K Factor = 0.09 H.20 0.60 0.469 42.3U 1.000 18.000 23.596 to 150 42.300 0.0 H.34 0.6 0.0066 60.300 0.399 Vel = 1.114 0.0 0.60 23.995 K Factor = 0.12 H.29 -2.09 0.469 42.3U 1.000 15.000 10.946 to 150 42.300 0.0 H24 -2.09 -0.0665 57.300 -3.812 Vel = 3.881 0.0 -2.09 7.134 K Factor = -0.78 H.37 0.67 0.469 42.3U 1.000 39.000 31.298 to 150 42.300 2.166 S.1 0.67 0.0081 81.300 0.659 Vel = 1.244 0.0 0.67 34.123 K Factor = 0.11 H.32 0.12 0.469 42.3U 1.000 10.000 36.490 to 150 42.300 0.0 H.21 0.12 0.0003 52.300 0.018 Vel = 0.223 0.0 0.12 36.508 K Factor = 0.02 H22 0.20 0.469 42.3U 1.000 13.000 36.377 to 150 42.300 0.0 H.30 02 0.0009 55.300 0.048 Vel = 0.371 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Uponor Wirs6o Page 13 WALLICK 2 HD Date 120902 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 0.0 0.20 36.425 K Factor = 0.03 H.33 -2.83 0.469 42.3U 1.000 14.000 13.702 to 150 42.300 0.0 H.25 -2.83 -0.1166 56.300 -6.563 Vel = 5.256 0.0 -2.83 7.139 K Factor = -1.06 H.31 0.47 0.469 42.3U 1.000 12.000 24.049 to 150 42.300 0.0 H.28 0.47 0.0042 54.300 0.229 Vel = 0.873 0.0 0.47 24.278 K Factor = 0.10 H.23 -0.44 0.469 42.3U 1.000 17.000 31.059 to 150 42.300 0.0 H.35 -0.44 -0.0037 59.300 -0.221 Vel = 0.817 0.0 -0.44 30.838 K Factor = -0.08 H.18 -0.07 0.469 42.3U 1.000 33.000 36.448 to 150 42.300 0.0 H.39 -0.07 -0.0001 75.300 -0.009 Vel = 0.130 0.0 -0.07 36.439 K Factor = -0.01 H.28 -0.54 0.469 42.3U 1.000 9.000 24.274 to 150 42.300 0.0 H.34 -0.54 -0.0054 51.300 -0.279 Vel = 1.003 0.0 -0.54 23.995 K Factor = -0.11 H.33 -1.86 0.469 42.3U 1.000 9.000 13.702 to 150 42.300 0.0 H.29 -1.86 -0.0536 51.300 -2.751 Vel = 3.454 H.29 4.41 0.469 42.3U 1.000 21.000 10.946 to 150 42.300 0.0 H.36 2.55 0.0961 63.300 6.085 Vel = 4.736 0.0 2.55 17.031 K Factor = 0.62 H.34 021 0.469 42.3U 1.000 14.000 23.996 to 150 42.300 0.0 H.31 0.21 0.0009 56.300 0.053 Vel = 0.390 0.0 0.21 24.049 K Factor = 0.04 H.37 028 0.469 42.3U 1.000 14.000 31.298 to 150 42.300 0.0 H.27 0.28 0.0016 56.300 0.091 Vel = 0.520 0.0 028 31.389 K Factor = 0.05 H.42 -026 0.469 42.3U 1.000 21.000 31.204 to 150 42.300 0.0 H26 -0.26 -0.0014 63.300 -0.089 Vel = 0.483 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Uponor Wirsbo Page 14 WALLICK 2 HD Date 120902 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 0.0 -0.26 31.115 K Factor = -0.05 H.30 -0.15 0.469 42.3U 1.000 10.000 36.425 to 150 42.300 0.0 H.38 -0.15 -0.0005 52.300 -0.027 Vel = 0279 0.0 -0.15 36.398 K Factor = -0.02 H.32 -027 0.469 42.3U 1.000 19.000 36.490 to 150 42.300 0.0 H.38 -0.27 -0.0015 61.300 -0.093 Vel = 0.501 0.0 -0.27 36.397 K Factor = -0.04 H.39 -0.10 0.469 42.3U 1.000 22.000 36.439 to 150 42.300 0.0 H.30 -0.1 -0.0002 64.300 -0.015 Vel = 0.186 0.0 -0.10 36.424 K Factor = -0.02 H.40 0.27 0.469 42.3U 1.000 11.000 23.966 to 150 42.300 0.0 H.31 027 0.0015 53.300 0.080 Ve1= 0.501 0.0 027 24.046 K Factor = 0.06 H.37 -0.66 0.469 42.3U 1.000 15.000 31.298 to 150 42.300 0.0 ' H.35 -0.66 -0.0079 57.300 -0.452 Vel = 1.226 0.0 -0.66 30.846 K Factor = -0.12 H.39 0.21 0.469 42.3U 1.000 10.000 36.439 to 150 42.300 0.0 H.32 0.21 0.0010 52.300 0.050 Vel = 0.390 0.0 0.21 36.489 K Factor = 0.03 H.36 -1.86 0.469 42.3U 1.000 20.000 17.041 to 150 42.300 0.0 H.33 -1.86 -0.0536 62.300 -3.341 Vel = 3.454 0.0 -1.86 13.700 K Factor = -0.50 H.41 -2.84 0.469 42.3U 1.000 10.000 19.825 to 150 42.300 0.0 H.33 -2.84 -0.1173 52.300 -6.136 Vel = 5274 0.0 -2.84 13.689 K Factor = -0.77 H.34 -0.15 0,469 42.3U 1.000 20.000 23.996 to 150 42.300 0.0 H.40 -0.15 -0.0005 62.300 -0.032 Vel = 0.279 0.0 -0.15 23.964 K Factor = -0.03 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Uponor Wirsbo Page 15 WALLICK 2 HD Date 120902 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn H.42 -0.63 0.469 42.31-1 1.000 8.000 31.204 to 150 42.300 0.0 H.35 -0.63 -0.0072 50.300 -0.364 Vel = 1.170 0.0 -0.63 30.840 K Factor = -0.11 H.37 -0.28 0.469 42.3U 1.000 15.000 31.298 to 150 42.300 0.0 H.42 -0.28 -0.0016 57.300 -0.093 Vel = 0.520 0.0 -0.28 31.205 K Factor = -0.05 H.36 1.70 0.469 42.3U 1.000 19.000 17.041 to 150 42.300 0.0 H.41 1.7 0.0454 61.300 2.783 Vel = 3.157 0.0 1.70 19.824 K Factor = 0.38 H.38 0.19 0.469 42.31-1 1.000 12.000 36.398 to 750 42.300 0.0 H.39 0.19 0.0008 54300 0.043 Vel = 0.353 0.0 0.19 36.441 K Factor = 0.03 H.42 0.61 0.469 42.31-1 1.000 21.000 31.204 to 150 42.300 4.764 H.38 0.61 0.0068 63.300 0.432 Vel = 1.133 0.0 0.61 36.400 K Factor = 0.10 H.41 2.09 0.469 42.3U 1.000 20.000 19.825 to 150 42.300 0.0 H.40 2.09 0.0665 62.300 4.145 Vel= 3.881 0.0 2.09 23.970 K Factor = 0.43 S.1 16.02 0.86 1 G 0.0 10.000 34.118 to 150 0.0 1.732 MTR 16.02 0.1503 10.000 1.503 Vel = 8.848 MTR 0.0 0.995 2E 2.336 115.000 37.353 to 150 1 T 5.841 10.513 3.000 Fixed loss = 3 STR 16.02 0.0739 1 G 0.0 125.513 9.274 Vel = 6.610 0 16.02 49.627 K Factor = 2.27 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I