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1739 Ellington Road (12)
w Hydraulic Design Cover Sheet Job Name: SUPER STOP &SHOP#699 Date: June 26, 2002 Address: ELLINGTON ROAD&BUCKLAND ROAD SOUTH WINDSOR, CT Building: NEW BUILDING System No: 1 &2 Contractor: PROFESSIONAL MECHANICAL CONTRACTORS Contract No. Calculated By: Bhola Patel Drawing No: 1 THRU 3 Construction: Non-Combustible Ceiling Height Vari s Code: NFPA& FM Specific Ruling: Made By: Date: Operating area No: 1 2 1 2 Location: SALES STORAGE SALES PROD.TENT System No&Type: 1-WET 1-WET 2-WET 2-WET Hazard: Figure Number: Curve: Area of Operation: 2000 2000 2000 ENTIRE Density: .20 .30 .20 .20 Area per Sprinkler: 130 MAX 100 MAX 130 MAX 100 MAX Inside Hoses: Outside Hoses: 250 250 250 250 Rack S rks Allow: No. of Hds Flowing: 30 23 25 10 Sprinkler—Make: Central Central Central H A H H Model: K—Factor: 5.6 8.0 5.6 5.6 Temperature: 212 286 212 212 C Factor Overhead: 120 120 120 120 C Factor Und .: 663.49 gpm 714.66 gpm 572.31 gpm 172.93 gpm M. 45.593 nSi 42.589 psi 45.151 psi 58.559 psi Water Flow Test Pump Data oto Mco t4 ivt Date&Time: 3-12-2002 Rated For: GPM @ PSI RNA,; Static: 75 Elevation: Residual: 50 *�`Q ; Flowing: 1034 Tank or Reservoir Elevation: SAME AS FLR Capacity: Elevation o` N .)po84 Location: 525 BUCKLAND ROAD ;Y Source of Information: TEST CONDUCTED BY MDC NA Not s ALL OTHER AREAS ARE SIZED SIMILAR TO THIS CALCULATED AREAS B.I.C.Design Company- 130 W.9d Ave.-N.Kansas City,Mo. 64116 - (816)221-0551 M •0 Oce Design Co. 130 W. gth Ave. N. Kansas City, Mo. 64116 (816) 221-0551 Fax: (816) 221-0552 BICDesignaol.com B.I.C. Design Co. 130 W. 9th Ave. N. Kansas City MO 64116 816 221-0551 Job Name STOP & SHOP SYS 1 AREA 1 Building Location System Contract Data File STOP1-CA.WX1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 B.I.C. L_ .ign Co. P&_ 3 . STOP & SHOP SYS 1 AREA 1 Date 062002 F Water Supply: Pump Data:tatic Pressure: 75 PSI esidual Pressure: 50 PSI esidual Flow: 1034 GPM 150 Dl-Elevation: 9.671 PSI 140 D2-System Flow:413 .49 GPM D2-System Pressure: 49.303 PSI Hose ( Adj City ) :0 GPM 130 Hose ( Demand ) :500 GPM D3-System Demand:913.49 GPM P 120 Safety Margin: 5.819 PSI R 110 E 100 S 90 S 80 U 70 R 60 D2 C2 E 50 D3 40 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N A 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 B.I.C. Design Co. Page 4 STOP & SHOP SYS 1 AREA 1 Date 062002 omitting Legend Abbrev. Name A Generic Alarm Va B Generic Butterfly Valve C Roll Groove Coupling D Dry Pipe Valve E 90' Standard Elbow F 45' Elbow G Gate Valve H 45' Grvd-Vic Elbow I 90' Grvd-Vic Elbow J 90' Grvd-Vic Tee K Detector Check Valve L Long Turn Elbow M Medium Turn Elbow N PVC Standard Elbow O PVC Tee Branch P PVC 45' Elbow Q Flow Control Valve R PVC Coupling/Run Tee S Swing Check Valve T 90' Flow thru Tee U 45' Firelock Elbow V 90' Firelock Elbow W Wafer Check Valve X 90' Firelock Tee Y Mechanical Tee Z Flow Switch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 B.I.C. Design Co. Page 5 STOP & SHOP SYS 1 AREA 1 Date 062002 ---iadjusted Fittings Table 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 A 7.7 21.5 17.0 B 7 10 12 C 1 1 1 1 1 1 1 1 1 1 D 9.5 17 28 E 2 2 2 3 4 5 6 7 8 10 F 1 1 1 1 2 2 3 3 3 4 G 1 1 1 1 2 H 1 1.5 2 2 3 3 3.5 3.5 I 2 3 4 3.5 6 5.0 8 7 J 4.5 6 8 8.5 10.8 13 17 16 K 14 14 L 1 1 2 2 2 3 4 5 5 6 M 2 2 3 3 4 5 6 6 8 N 7 7 7 8 9 11 12 13 O 3 3 5 6 8 10 12 15 P 1 1 1 2 2 2 3 4 Q 18 29 35 R 1 1 1 1 1 1 2 2 S 4 5 5 7 9 11 14 16 19 22 T 3 4 5 6 8 10 12 15 17 20 U 1.8 2.2 2.6 3.4 V 3.5 4.3 5 6.8 w 10.3 X 8.5 10.8 13 16 Y 2.0 4.0 5.0 6.0 8.0 10.5 12.5 15.5 22 Z 2 2 2 3 4 5 6 7 8 10 5 6 8 10 12 14 16 18 20 24 A 17 27 29 B 9 10 12 19 21 C 1 1 1 1 1 1 1 1 1 1 D 47 E 12 14 18 22 27 35 40 45 50 61 F 5 7 9 11 13 17 19 21 24 28 G 2 3 4 5 6 7 8 10 11 13 H 4.5 5 6.5 8.5 10 18 20 23 25 30 I 8.5 10 13 17 20 23 25 33 36 40 J 21 25 33 41 50 65 78 88 98 120 K 36 55 45 L 8 9 13 16 18 24 27 30 34 40 M 10 12 16 19 22 N 0 P Q 33 R S 27 32 45 55 65 76 87 98 109 130 T 25 30 35 50 60 71 81 91 101 121 U 4.2 5.0 5.0 V 8.5 10 13 W 13.1 31.8 35.8 27.4 X 21 25 33 Y Z 12 14 18 22 27 35 40 45 50 61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 B.I.C. Design Co. Page 6 STOP & SHOP SYS 1 AREA 1 Date 062002 mode Elevation =-Fact Pt Pn Flow Density area No. Actual Actual Added Actual D001 12 5.6 7 na 14.82 0.23 64 15 % D002 12 5.6 11.76 na 19.2 0.2 96 0 % H24 22.33 5.6 9.22 na 17 0.2 85 0 % H2O 21.75 5.6 9.41 na 17.18 0.2 85 0 H28 22.33 5.6 13.66 na 20.7 0.24 85 20 % S8 14.5 23.34 na S9 20.5 21.08 na S10 20.5 21.17 na S11 20.5 21.22 na S12 20.5 21.26 na S13 20.5 21.28 na S14 20.5 21.29 na S7 14.5 22.89 na SB 14.5 23.34 na S9 20.5 21.08 na S10 20.5 21.17 na S11 20.5 21.22 na S12 20.5 21.26 na S13 20.5 21.28 na S14 20.5 21.29 na S15 20.5 21.29 na S55 16.5 23.64 na S2 14.5 21.51 na H16 14.5 K = K @ EQ02 16.59 na 22.39 H15 14.5 K = K @ EQ02 16.27 na 22.17 H14 14.5 K = K @ EQ02 16.12 na 22.07 H13 14.5 K = K @ EQ02 16.09 na 22.05 H12 14.5 K = K @ EQ02 16.09 na 22.05 H11 14.5 K = K @ EQ02 16.15 na 22.09 H10 14.5 K = K @ EQ02 16.34 na 22.22 H09 14.5 K = K @ EQ02 16.72 na 22.48 S3 14.5 21.57 na H26 14.5 K = K @ EQ02 15.84 na 21.88 H25 14.5 K = K @ EQ02 15.28 na 21.49 24 14.5 15.02 na H23 14.5 K = K @ EQ02 14.99 na 21.28 H22 14.5 K = K @ EQ02 14.93 na 21.24 H21 14.5 K = K @ EQ02 14.93 na 21.24 20 14.5 14.95 na H19 14.5 K = K @ EQ02 14.97 na 21.27 H18 14.5 K = K @ EQ02 15.23 na 21.45 H17 14.5 K = K @ EQ02 15.69 na 21.77 S4 14.5 21.76 na H30 14.5 K = K @ EQ02 20.47 na 24.87 H29 14.5 K = K @ EQ02 20.44 na 24.85 28 14.5 20.44 na H27 14.5 K = K @ EQ02 20.46 na 24.86 S5 14.5 22.08 na S6 14.5 22.22 na S1 14.5 21.42 na S2 14.5 21.51 na S3 14.5 21.57 na S4 14.5 21.76 na S5 14.5 22.08 na S6 14.5 22.22 na S7 14.5 22.89 na S49 14.5 24.3 na S50 14.5 24.32 na S51 16.5 23.48 na S52 16.5 23.53 na S53 16.5 23.56 na �..� S54 16.5 23.61 na P8 16.6 24.47 na S48 14.5 24.29 na S28 14.5 24.26 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 B.I.C. Design Co. Page 7 STOP & SHOP SYS 1 AREA 1 Date 062002 Mode Elevation a-Fact Pt Pn Flow Density area No. actual actual added Actual S49 14.5 24.3 na S29 14.5 24.3 na S50 14.5 24.32 na S30 16.5 23.45 na S51 16.5 23.48 na S31 16.5 23.48 na S52 16.5 23.53 na S32 16.5 23.53 na S53 16.5 23.56 na S33 16.5 23.56 na S54 16.5 23.61 na S34 16.5 23.61 na S55 16.5 23.64 na S35 16.5 23.64 na S56 16.5 23.71 na P16 16.6 25.02 na P15 16.6 25.02 na HOSE 0 45.97 na 250 S1 14.5 21.42 na H08 14.5 K = K @ EQ01 17.05 na 23.35 H07 14.5 K = K @ EQ01 16.69 na 23.1 H06 14.5 K = K @ EQ01 16.52 na 22.99 H05 14.5 K = K @ EQ01 16.48 na 22.96 H04 14.5 K = K @ EQ01 16.48 na 22.96 H03 14.5 K = K @ EQ01 16.54 na 23 H02 14.5 K = K @ EQ01 16.73 na 23.13 H01 14.5 K = K @ EQ01 17.13 na 23.41 P1 15.8 24.31 na P2 15.8 24.31 na P3 15.8 24.32 na P4 15.8 24.36 na P5 15.8 24.4 na P6 15.8 24.44 na P7 15.8 24.49 na P8 16.6 24.47 na P9 16.6 24.54 na P10 16.6 24.61 na P11 16.6 24.68 na P12 16.6 24.76 na P13 16.6 24.84 na P14 16.6 24.94 na FM1 16.6 25.02 na TR1 16.6 25.88 na HD1 1.6 33.52 na HD2 1.6 33.54 na BOR 0 45.59 na HOSE 0 45.97 na 250 UG1 0 46.51 na UG2 0 47.06 na UG3 0 47.61 na TEST 0 49.3 na The maximum velocity is 10.21 and it occurs in the pipe between nodes S3 and H26 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 B.I.C. Design Co. Page 8 STOP & SHOP SYS 1 AREA 1 Date 062002 Ord. Qa Dia. Fitting Pipe Pt Pt f. "C" or Ftng's Pe Pv ******* Notes ****** mint Qt Pf/UL Eqv.. Ln. Total Pf Pn D001 14.82 1.049 2E 2.000 3.667 7.000 K Factor = 5.6 to 120 1T 5.000 9.000 -1.083 EQ01 14.82 0.0748 12.667 0.947 Vel = 5.502 14.82 6.864 K Factor = 5.66 D002 19.20 1.049 2E 2.000 3.667 11.755 K Factor = 5.6 to 120 1T 5.000 9.000 -1.083 EQ02 19.20 0.1206 12.667 1.528 Vel = 7.128 19.20 12.200 K Factor = 5.50 H24 17.00 1.049 3E 2.000 14.050 9.216 K Factor = 5.6 to 120 1T 5.000 11.000 3.391 24 17.00 0.0963 25.050 2.413 Vel = 6.311 17.00 15.020 K Factor = 4.39 H2O 17.18 1.049 3E 2.000 13.417 9.412 K Factor = 5.6 to 120 1T 5.000 11.000 3.140 20 17.18 0.0983 24.417 2.399 Vel = 6.378 17.18 14.951 K Factor = 4.44 H28 20.70 1.049 3E 2.000 13.458 13.662 K Factor = 5.6 0 120 1T 5.000 11.000 3.391 .8 20.70 0.1387 24.458 3.392 Vel = 7.684 20.70 20.445 K Factor = 4.58 S8 41.63 2.067 2T 10.000 29.120 23.345 to 120 20.000 S28 41.63 0.0186 49.120 0.912 Vel = 3.980 41.63 24.257 K Factor = 8.45 S9 24.87 2.067 3E 5.000 41.160 21.081 to 120 3T 10.000 45.000 2.599 S29 24.87 0.0072 86.160 0.617 Vel = 2.378 24.87 24.297 K Factor = 5.05 S10 25.88 2.067 lE 5.000 35.750 21.174 to 120 3T 10.000 35.000 1.732 S30 25.88 0.0077 70.750 0.545 Vel = 2.474 25.88 23.451 K Factor = 5.34 S11 25.40 2.067 lE 5.000 35.750 21.220 to 120 3T 10.000 35.000 1.732 S31 25.40 0.0074 70.750 0.527 Vel = 2.429 25.40 23.479 K Factor = 5.24 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 B.I.C. Design Co. Page 9 STOP & SHOP SYS 1 AREA 1 Date 062002 ----d. Qa Dia. Fitting Pipe Pt Pt .f. vice, or Ftng's Pe Pv ******* Notes ****** roint Qt Pf/UL Eqv. Len. Total Pf Pen S12 25.73 2.067 lE 5.000 35.750 21.257 to 120 3T 10.000 35.000 1.732 S32 25.73 0.0076 70.750 0.539 Vel = 2.460 25.73 23.528 K Factor = 5.30 S13 26.01 2.067 lE 5.000 35.750 21.280 to 120 3T 10.000 35.000 1.732 S33 26.01 0.0078 70.750 0.550 Vel = 2.487 26.01 23.562 K Factor = 5.36 S14 26.99 2.067 lE 5.000 35.750 21.291 to 120 3T 10.000 35.000 1.732 S34 26.99 0.0083 70.750 0.589 Vel = 2.581 26.99 23.612 K Factor = 5.55 S7 224.06 4.26 1T 26.334 10.120 22.895 to 120 26.334 S8 224.06 0.0123 36.454 0.450 Vel = 5.044 S8 -41.63 4.26 2E 13 .167 13.330 23.345 to 120 26.334 -2.599 S9 182.43 0.0084 39.664 0.335 Vel = 4.106 J9 -24.87 4.26 14.410 21.081 to 120 S10 157.56 0.0065 14.410 0.093 Vel = 3.547 S10 -25.88 4.26 10.000 21.174 to 120 Sil 131.68 0.0046 10.000 0.046 Vel = 2.964 S11 -25.40 4.26 12.000 21.220 to 120 S12 106.28 0.0031 12.000 0.037 Vel = 2.392 S12 -25.73 4.26 12.000 21.257 to 120 S13 80.55 0.0018 12.000 0.022 Vel = 1.813 S13 -26.01 4.26 12.000 21.280 to 120 S14 54.54 0.0009 12.000 0.011 Vel = 1.228 S14 -26.99 4.26 12.000 21.291 to 120 S15 27.55 0.0003 12.000 0.003 Vel = 0.620 S15 2.067 lE 5.000 35.750 21.294 to 120 3T 10.000 35.000 1.732 S35 27.55 0.0087 70.750 0.612 Vel = 2.634 27.55 23.638 K Factor = 5.67 ,,-S55 26.48 2.067 3E 5.000 132.160 23.639 0 120 3T 10.000 45.000 -0.043 P15 26.48 0.0080 177.160 1.425 Vel = 2.532 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 B.I.C. Design Co. Page 10 STOP & SHOP SYS 1 AREA 1 Date 062002 -vd. Qa Dia. Fitting Pipe Pt Pt !f. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 26.48 25.021 K Factor = 5.29 S2 -85.47 2.067 2E 5.000 50.000 21.507 to 120 1T 10.000 20.000 H16 -85.47 -0.0703 70.000 -4.919 Vel = -8.172 H16 22.39 2.067 8.000 16.588 K Factor Q node EQ02 to 120 H15 -63.08 -0.0401 8.000 -0.321 Vel = -6.031 H15 22.17 2.067 8.000 16.268 K Factor @ node EQ02 to 120 H14 -40.91 -0.0180 8.000 -0.144 Vel = -3.911 H14 22.07 2.067 8.000 16.124 K Factor Q node EQ02 to 120 H13 -18.84 -0.0043 8.000 -0.034 Vel = -1.801 H13 22.05 2.067 8.000 16.089 K Factor @ node EQ02 to 120 H12 3.21 0.0001 8.000 0.001 Vel = 0.307 H12 22.05 2.067 8.000 16.091 K Factor ® node EQ02 to 120 H11 25.26 0.0074 8.000 0.059 Vel = 2.415 H11 22.09 2.067 8.000 16.150 K Factor @ node EQ02 to 120 110 47.35 0.0236 8.000 0.189 Vel = 4.527 H10 22.21 2.067 8.000 16.338 K Factor Q node EQ02 to 120 H09 69.56 0.0480 8.000 0.384 Vel = 6.651 H09 22.48 2.067 3E 5.000 66.120 16.722 K Factor Q node EQ02 to 120 2T 10.000 35.000 -0.563 P2 92.04 0.0806 101.120 8.150 Vel = 8.800 92.04 24.309 K Factor = 18.67 S3 -106.76 2.067 1T 10.000 44.040 21.571 to 120 10.000 H26 -106.76 -0.1061 54.040 -5.731 Vel = -10.207 H26 21.87 2.067 8.000 15.840 K Factor @ node EQ02 to 120 H25 -84.89 -0.0694 8.000 -0.555 Vel = -8.116 H25 21.49 2.067 6.540 15.285 K Factor @ node EQ02 to 120 24 -63.40 -0.0404 6.540 -0.264 Vel = -6.062 24 17.00 2.067 1.450 15.020 to 120 H23 -46.40 -0.0228 1.450 -0.033 Vel = -4.436 H23 21.28 2.067 8.000 14.987 K Factor Q node EQ02 to 120 H22 -25.12 -0.0073 8.000 -0.058 Vel = -2.402 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 B.I.C. Design Co. Page 11 STOP & SHOP SYS 1 AREA 1 Date 062002 Qa Dia. Fitting Pipe Pt Pt f. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn H22 21.24 2.067 8.000 14.929 K Factor @ node EQ02 to 120 H21 -3.88 -0.0003 8.000 -0.002 Vel = -0.371 H21 21.24 2.067 6.540 14.927 K Factor @ node EQ02 to 120 20 17.36 0.0037 6.540 0.024 Vel = 1.660 20 17.18 2.067 1.450 14.951 to 120 H19 34.54 0.0131 1.450 0.019 Vel = 3.302 H19 21.27 2.067 8.000 14.970 K Factor @ node EQ02 to 120 H18 55.81 0.0320 8.000 0.256 Vel = 5.336 H18 21.44 2.067 8.000 15.226 K Factor @ node EQ02 to 120 H17 77.25 0.0583 8.000 0.466 Vel = 7.386 H17 21.78 2.067 3E 5.000 64.620 15.692 K Factor @ node EQ02 to 120 2T 10.000 35.000 -0.563 P3 99.03 0.0923 99.620 9.193 Vel = 9.468 99.03 24.322 K Factor = 20.08 S4 -42.78 2.067 2E 5.000 45.910 21.758 to 120 1T 10.000 20.000 T30 -42.78 -0.0195 65.910 -1.287 Vel = -4.090 H30 24.87 2.067 8.000 20.471 K Factor @ node EQ02 to 120 H29 -17.91 -0.0039 8.000 -0.031 Vel = -1.712 H29 24.86 2.067 6.542 20.440 K Factor @ node EQ02 to 120 28 6.95 0.0006 6.542 0.004 Vel = 0.664 28 20.69 2.067 1.458 20.444 to 120 H27 27.64 0.0089 1.458 0.013 Vel = 2.643 H27 24.87 2.067 4E 5.000 106.370 20.457 K Factor @ node EQ02 to 120 3T 10.000 50.000 -0.563 P4 52.51 0.0285 156.370 4.462 Vel = 5.021 52.51 24.356 K Factor = 10.64 S5 35.93 2.067 4E 5.000 163.910 22.081 to 120 2T 10.000 40.000 -0.563 P5 35.93 0.0141 203.910 2.884 Vel = 3.435 35.93 24.402 K Factor = 7.27 S6 35.16 2.067 4E 5.000 164.540 22.220 to 120 2T 10.000 40.000 -0.563 P6 35.16 0.0136 204.540 2.779 Vel = 3.362 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 B.I.C. Design Co. Page 12 STOP & SHOP SYS 1 AREA 1 Date 062002 vd. Qa Dia. Fitting Pipe Pt Pt :f. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 35.16 24.436 K Factor = 7.11 S1 90.45 4.26 1T 26.334 12.000 21.419 to 120 26.334 S2 90.45 0.0023 38.334 0.088 Vel = 2.036 S2 85.47 4.26 8.040 21.507 to 120 S3 175.92 0.0078 8.040 0.063 Vel = 3.960 S3 106.77 4.26 9.870 21.571 to 120 S4 282.69 0.0189 9.870 0.187 Vel = 6.363 S4 42.77 4.26 13.120 21.758 to 120 S5 325.46 0.0246 13.120 0.323 Vel = 7.326 S5 -35.93 4.26 7.000 22.081 to 120 S6 289.53 0.0199 7.000 0.139 Vel = 6.517 S6 -35.16 4.26 1T 26.334 16.870 22.220 to 120 26.334 S7 254.37 0.0156 43.204 0.675 Vel = 5.726 S7 -224.07 2.067 6E 5.000 169.160 22.895 to 120 1T 10.000 40.000 -0.563 P7 30.30 0.0103 209.160 2.158 Vel = 2.897 30.30 24.490 K Factor = 6.12 S49 23.70 2.067 3E 5.000 130.290 24.297 to 120 3T 10.000 45.000 -0.910 P9 23.70 0.0065 175.290 1.148 Vel = 2.266 23 .70 24.535 K Factor = 4.78 S50 24.43 2.067 lE 5.000 126.870 24.324 to 120 4T 10.000 45.000 -0.910 P10 24.43 0.0069 171.870 1.191 Vel = 2.336 24.43 24.605 K Factor = 4.93 S51 25.10 2.067 lE 5.000 125.620 23.481 to 120 4T 10.000 45.000 -0.043 P11 25.10 0.0073 170.620 1.243 Vel = 2.400 25.10 24.681 K Factor = 5.05 S52 24.23 2.067 5E 5.000 131.790 23.530 to 120 3T 10.000 55.000 -0.043 P12 24.23 0.0068 186.790 1.275 Vel = 2.317 24.23 24.762 K Factor = 4.87 --S53 24.77 2.067 5E 5.000 131.200 23.563 0 120 3T 10.000 55.000 -0.043 P13 24.77 0.0071 186.200 1.323 Vel = 2.368 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 B.I.C. Design Co. Page 13 STOP & SHOP SYS 1 AREA 1 Date 062002 --"vd. Qa Dia. Fitting Pipe Pt Pt :f. licit or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Lin. Total Pf Pn 24.77 24.843 K Factor = 4.97 S54 25.72 2.067 3E 5.000 135.450 23.613 to 120 3T 10.000 45.000 -0.043 P14 25.72 0.0076 180.450 1.375 Vel = 2.459 25.72 24.945 K Factor = 5.15 P8 -23.51 2.067 5E 5.000 133.620 24.468 to 120 1T 10.000 35.000 0.910 S48 -23.51 -0.0065 168.620 -1.088 Vel = -2.248 S48 2.067 5.000 24.289 to 120 S28 -23.51 -0.0064 5.000 -0.032 Vel = -2.248 S28 41.63 2.067 10.000 24.257 to 120 S49 18.12 0.0040 10.000 0.040 Vel = 1.732 S49 -23.69 2.067 0.790 24.297 to 120 S29 -5.57 0.790 Vel = -0.533 S29 24.86 2.067 6.200 24.297 to 120 S50 19.29 0.0045 6.200 0.028 Vel = 1.844 �50 -24.43 2.067 2E 5.000 6.750 24.324 to 120 10.000 -0.866 S30 -5.14 -0.0004 16.750 -0.006 Vel = -0.491 S30 25.88 2.067 5.620 23.452 to 120 S51 20.74 0.0052 5.620 0.029 Vel = 1.983 S51 -25.10 2.067 4.370 23.481 to 120 S31 -4.36 -0.0002 4.370 -0.001 Vel = -0.417 S31 25.40 2.067 9.620 23.479 to 120 S52 21.04 0.0053 9.620 0.051 Vel = 2.012 S52 -24.23 2.067 2.370 23.530 to 120 S32 -3.19 2.370 Vel = -0.305 S32 25.74 2.067 5.620 23.529 to 120 S53 22.55 0.0060 5.620 0.034 Vel = 2.156 S53 -24.77 2.067 6.370 23.563 to 120 S33 -2.22 -0.0002 6.370 -0.001 Vel = -0.212 S33 . 26.00 2.067 7.620 23.563 to 120 S54 23.78 0.0066 7.620 0.050 Vel = 2.274 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 B.I.C. Design Co. Page 14 STOP & SHOP SYS 1 AREA 1 Date 062002 Qa Dia. Fitting Pipe Pt Pt f. licit or Ftng's Pe Pv ******* Notes ****** eoint Qt Pf/UL Eqv. Ln. Total Pf Pn S54 -25.72 2.067 4.370 23.613 to 120 S34 -1.94 4.370 Vel = -0.185 S34 26.99 2.067 3.620 23 .612 to 120 S55 25.05 0.0072 3.620 0.026 Vel = 2.395 S55 -26.48 2.067 8.370 23 .639 to 120 S35 -1.43 8.370 Vel = -0.137 S35 27.56 2.067 lE 5.000 3.620 23.638 to 120 5.000 S56 26.13 0.0079 8.620 0.068 Vel = 2.498 S56 2.067 4E 5.000 133.000 23.706 to 120 2T 10.000 40.000 -0.043 P16 26.13 0.0078 173.000 1.357 Vel = 2.498 P16 6.357 7.620 25.020 to 120 P15 26.13 7.620 Vel = 0.264 P15 26.48 6.357 4.500 25.020 to 120 FM1 52.61 0.0002 4.500 0.001 Vel = 0.532 52.61 25.021 K Factor = 10.52 HOSE 533.28 8.27 2G 5.990 780.000 45.966 Qa = 250 to 140 2E 26.955 118.303 UG3 533.28 0.0018 1T 52.413 898.303 1.640 Vel = 3.185 533.28 47.606 K Factor = 77.29 S1 -90.45 2.067 2E 5.000 46.000 21.419 to 120 10.000 H08 -90.45 -0.0780 56.000 -4.370 Vel = -8.648 H08 23.35 2.067 8.000 17.049 K Factor @ node EQ01 to 120 H07 -67.10 -0.0449 8.000 -0.359 Vel = -6.416 H07 23.10 2.067 8.000 16.689 K Factor @ node EQ01 to 120 H06 -44.00 -0.0206 8.000 -0.165 Vel = -4.207 H06 22.99 2.067 8.000 16.525 K Factor Q node EQ01 to 120 H05 -21.01 -0.0053 8.000 -0.042 Vel = -2.009 HOS 22.96 2.067 8.000 16.483 K Factor Q node EQ01 to 120 H04 1.95 0.0001 8.000 0.001 Vel = 0.186 H04 22.96 2.067 8.000 16.483 K Factor @ node EQ01 to 120 H03 24.91 0.0071 8.000 0.057 Vel = 2.382 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 B.I.C. Design Co. Page 15 STOP & SHOP SYS 1 AREA 1 Date 062002 Qa Dia. Fitting Pipe Pt Pt f. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn H03 23.00 2.067 8.000 16.541 K Factor Q node EQ01 to 120 H02 47.91 0.0241 8.000 0.193 Vel = 4.581 H02 23.14 2.067 8.000 16.734 K Factor @ node EQ01 to 120 H01 71.05 0.0499 8.000 0.399 Vel = 6.793 H01 23.41 2.067 2E 5.000 61.500 17.133 K Factor Q node EQ01 to 120 2T 10.000 30.000 -0.563 P1 94.46 0.0846 91.500 7.737 Vel = 9.031 P1 6.357 7.620 24.306 to 120 P2 94.46 0.0004 7.620 0.003 Vel = 0.955 P2 92.04 6.357 10.000 24.309 to 120 P3 186.50 0.0013 10.000 0.013 Vel = 1.885 P3 99.03 6.357 12.250 24.322 to 120 P4 285.53 0.0028 12.250 0.034 Vel = 2.886 P4 52.50 6.357 12.500 24.355 to 120 P5 338.03 0.0038 12.500 0.047 Vel = 3.417 P5 35.93 6.357 7.620 24.402 0 120 _)6 373.96 0.0046 7.620 0.035 Vel = 3.780 P6 35.17 6.357 10.000 24.437 to 120 P7 409.13 0.0054 10.000 0.054 Vel = 4.136 P7 30.30 6.357 2E 17.603 17.790 24.491 to 120 35.205 -0.346 P8 439.43 0.0061 52.995 0.324 Vel = 4.442 P8 23.51 6.357 10.000 24.468 to 120 P9 462.94 0.0067 10.000 0.067 Vel = 4.680 P9 23.70 6.357 9.580 24.535 to 120 P10 486.64 0.0074 9.580 0.071 Vel = 4.919 P10 24.43 6.357 9.160 24.606 to 120 P11 511.07 0.0081 9.160 0.074 Vel = 5.166 P11 25.10 6.357 9.160 24.680 to 120 P12 536.17 0.0088 9.160 0.081 Vel = 5.420 P12 24.23 6.357 8.580 24.761 to 120 P13 560.40 0.0096 8.580 0.082 Vel = 5.665 P13 24.77 6.357 9.750 24.843 ^t o 120 114 585.17 0.0104 9.750 0.101 Vel = 5.915 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 B.I.C. Design Co. Page 16 STOP & SHOP SYS 1 AREA 1 Date 062002 -'"`,rd. Qa Dia. Fitting Pipe Pt Pt :f. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv.. Ln. Total Pf Pn P14 25.72 6.357 6.790 24.944 to 120 FM1 610.89 0.0112 6.790 0.076 Vel = 6.175 FM1 52.60 6.357 1T 37.720 9.910 25.021 to 120 lE 17.603 55.323 TR1 663.49 0.0131 65.233 0.854 Vel = 6.707 TR1 6.357 lA 33.948 15.000 25.875 to 120 1Z 17.603 72.926 6.497 HD1 663.49 0.0131 lE 17.603 87.926 1.152 Vel = 6.707 1G 3.772 HD1 0.01 6.357 1.500 33.523 to 120 HD2 663.50 0.0133 1.500 0.020 Vel = 6.707 HD2 -0.01 6.357 lE 17.603 9.660 33.543 to 120 17.603 11.693 Fixed loss = 11 BOR 663.49 0.0131 27.263 0.357 Vel = 6.707 BOR 8.27 1G 5.990 51.000 45.593 to 140 lE 26.955 85.358 HOSE 663.49 0.0027 1T 52.413 136.358 0.373 Vel = 3.963 HOSE -283.28 8.27 1G 5.990 500.000 45.966 Qa = 250 to 140 2E 26.955 59.900 UG1 380.21 0.0010 559.900 0.547 Vel = 2.271 TG1 8.27 1G 5.990 478.000 46.513 _0 140 3E 26.955 86.855 UG2 380.21 0.0010 564.855 0.551 Vel = 2.271 UG2 8.27 555.000 47.064 to 140 UG3 380.21 0.0010 555.000 0.542 Vel = 2.271 UG3 533.28 8.27 1G 5.990 258.000 47.606 to 140 1T 52.413 85.358 TEST 913.49 0.0049 lE 26.955 343.358 1.697 Vel = 5.456 913.49 49.303 K Factor = 130.10 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 006 Design Co. 130 W. 8th Ave. N. Kansas City, Mo. 64116 (816) 221-0551 Fax: (816) 221-0552 BICDesignaol.com B.I.C. Design Co. 130 W. 9th Ave. N. Kansas City MO 64116 816 221-0551 Job Name STOP & SHOP - SYS 1 - AREA 2 Building Location System Contract Data File STOP2-CA.WX2 t Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 B.I.C. L.._7 gn Co. Payer 18 STOP & SHOP - SYS 1 - AREA 2 Date 062402 City Water Supply: Pump Data: Cl-Static Pressure: 75 PSI C2-Residual Pressure: 50 PSI C2-Residual Flow: 1034 GPM 150 D1-Elevation: 8.445 PSI 140 D2-System Flow:464.66 GPM D2-System Pressure: 46.694 PSI Hose ( Adj City ) :0 GPM 130 Hose ( Demand ) :500 GPM D3-System Demand:964.66 GPM P 120 Safety Margin: 6.319 PSI R 110 E 100 S 90 S 80 U 70 R 60 E 50 C2 40 D3 30 20 10 MAMNJ 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N A 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 B.I.C. Design Co. Page 19 STOP & SHOP - SYS 1 - AREA 2 Date 062402 Node Blewation Z-Fact Pt Pn Flow Density Area No. ,ctual Jkctual added actual S101 18.58 8 14.06 na 30 0.3 100.00 0 % S102 17.8333 8 14.06 na 30 0.3 100.00 0 % H42 17 K = K @ EQ02 17 nd 30.13 42 19 17.68 na R2 19 18.09 na H43 17 K = K @ EQ02 17.04 na 30.16 43 19 17.69 na R3 19 18.09 na H44 19.5 8 14.06 na 30 0.3 100.00 0 % H45 19.5 8 14.16 na 30.11 0.3 100.00 0 % H46 19.5 8 14.53 na 30.49 0.3 100.00 0 % H47 19.5 8 15.31 na 31.31 0.31 100.00 3 % 47 19.5 15.67 na H48 15.83 K = K @ EQ01 18.31 na 30.8 H49 19.5 8 17.57 na 33.53 0.34 100.00 13 % H55 19.5 8 16.86 na 32.85 0.33 100.00 10 % H56 19.5 8 16.98 na 32.97 0.33 100.00 10 % H50 19.5 8 14.08 na 30.02 0.3 100.00 0 % H51 19.5 8 14.19 na 30.13 0.3 100.00 0 % H52 19.5 8 14.55 na 30.52 0.31 100.00 3 % H53 19.5 8 15.34 na 31.33 0.31 100.00 3 % 53 19.5 15.7 na H54 15.83 K = K @ EQ01 18.34 na 30.82 H63 19.5 8 16.93 na 32.92 0.33 100.00 10 % H62 19.5 8 17.05 na 33.03 0.33 100.00 10 % H57 19.5 8 14.15 na 30.09 0.3 100.00 0 % H58 19.5 8 14.25 na 30.2 0.3 100.00 0 % H59 19.5 8 14.62 na 30.58 0.31 100.00 3 % H60 19.5 8 15.4 na 31.4 0.31 100.00 3 % 60 19.5 15.77 na H61 15.83 K = K @ EQ01 18.41 na 30.88 HOSE 0 43.02 na 250 H41 17 K = K @ EQ02 17.3 na 30.39 41 19 17.66 na R1 19 18.08 na P2 15.83 19.59 na P3 15.83 19.59 na P4 15.83 19.6 na P24 19 18.23 na P5 15.83 19.6 na P6 15.83 19.62 na P26 19 18.25 na P7 15.83 19.69 na P27 19 18.33 na P8 16.66 20.13 na P9 16.66 20.28 na P10 16.66 20.42 na P11 16.66 20.56 na P12 16.66 20.7 na P13 16.66 20.82 na P14 16.66 20.97 na FM1 16.6 21.67 na TR1 16.6 22.65 na HD1 1.6 30.46 na HD2 1.6 30.49 na BOR 0 42.59 na HOSE 0 43.02 na 250 UG1 0 43.62 na UG2 0 44.22 na UG3 0 44.82 na TEST 0 46.69 na ie maximum velocity is 11.69 and it occurs in the pipe between nodes H60 and 60 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 B.I.C. Design Co. Page 20 STOP & SHOP - SYS 1 - AREA 2 Date 062402 ^Hyd. Qa Dia. Fitting Pipe Pt Pt .ef. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn S101 30.00 1.049 1T 5.000 2.700 14.063 K Factor = 8 to 120 5.000 1.191 EQ01 30.00 0.2755 7.700 2.121 Vel - 11.137 30.00 17.375 K Factor = 7.20 S102 30.00 1.049 1T 5.000 2.000 14.063 K Factor = 8 to 120 5.000 0.868 EQ02 30.00 0.2756 7.000 1.929 Vel = 11.137 30.00 16.860 K Factor = 7.31 H42 30.13 1.380 3E 3.000 12.160 17.005 K Factor @ node EQ02 to 120 9.000 -0.866 42 30.13 0.0731 21.160 1.546 Vel = 6.463 42 1.610 1T 8.000 3.660 17.684 to 120 8.000 R2 30.13 0.0345 11.660 0.402 Vel = 4.748 R2 2.067 1T 10.000 3.160 18.086 to 120 10.000 1.373 P3 30.13 0.0102 13.160 0.134 Vel = 2.881 30.13 19.593 K Factor = 6.81 H43 30.16 1.380 3E 3.000 11.660 17.039 K Factor Q node EQ02 to 120 9.000 -0.866 43 30.16 0.0732 20.660 1.512 Vel = 6.469 43 1.610 1T 8.000 3.660 17.685 to 120 8.000 R3 30.16 0.0346 11.660 0.403 Vel = 4.753 R3 2.067 1T 10.000 3.160 18.088 to 120 10.000 1.373 P4 30.16 0.0103 13.160 0.135 Vel = 2.884 30.16 19.596 K Factor = 6.81 H44 30.00 2.067 10.000 14.063 K Factor = 8 to 120 H45 30.00 0.0101 10.000 0.101 Vel = 2.868 H45 30.11 2.067 10.000 14.164 K Factor = 8 to 120 H46 60.11 0.0366 10.000 0.366 Vel = 5.747 H46 30.49 2.067 10.000 14.530 K Factor = 8 to 120 H47 90.60 0.0783 10.000 0.783 Vel = 8.662 H47 31.31 2.067 2.670 15.313 K Factor = 8 to 120 47 121.91 0.1356 2.670 0.362 Vel = 11.656 47 2.635 2E 8.237 8.790 15.675 Ito 120 16.474 1.589 148 121.91 0.0416 25.264 1.050 Vel = 7.172 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 B.I.C. Design Co. Page 21 STOP & SHOP - SYS 1 - AREA 2 Date 062402 ----lyd. Qa Dia. Fitting Pipe Pt Pt .ef. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv.. Ln. Total Pf Pn H48 30.80 2.635 1T 16.474 3.910 18.314 K Factor Q node EQ01 to 120 16.474 -1.373 P24 152.71 0.0630 20.384 1.285 Vel = 8.985 152.71 18.226 K Factor = 35.77 H49 33.53 2.067 lE 5.000 10.620 17.569 K Factor = 8 to 120 2T 10.000 25.000 1.589 P5 33.53 0.0124 35.620 0.443 Vel = 3.206 33.53 19.601 K Factor = 7.57 H55 32.85 2.067 10.000 16.862 K Factor = 8 to 120 H56 32.85 0.0120 10.000 0.120 Vel = 3.141 H56 32.97 2.067 lE 5.000 9.250 16.981 K Factor = 8 to 120 1T 10.000 15.000 1.589 P6 65.82 0.0433 24.250 1.051 Vel = 6.293 65.82 19.621 K Factor = 14.86 H50 30.02 2.067 10.000 14.084 K Factor = 8 to 120 H51 30.02 0.0101 10.000 0.101 Vel = 2.870 x151 30.13 2.067 10.000 14.185 K Factor = 8 co 120 H52 60.15 0.0367 10.000 0.367 Vel = 5.751 H52 30.52 2.067 10.000 14.552 K Factor = 8 to 120 H53 90.67 0.0784 10.000 0.784 Vel = 8.669 H53 31.33 2.067 2.670 15.336 K Factor = 8 to 120 53 122.00 0.1356 2.670 0.362 Vel = 11.665 53 2.635 2E 8.237 8.790 15.698 to 120 16.474 1.589 H54 122.00 0.0416 25.264 1.051 Vel = 7.178 H54 30.82 2.635 1T 16.474 3.910 18.339 K Factor @ node EQ01 to 120 16.474 -1.373 P26 152.82 0.0631 20.384 1.287 Vel = 8.991 152.82 18.253 K Factor = 35.77 H63 32.92 2.067 10.000 16.930 K Factor = 8 to 120 H62 32.92 0.0120 10.000 0.120 Vel = 3.148 H62 33.03 2.067 lE 5.000 9.250 17.050 K Factor = 8 to 120 1T 10.000 15.000 1.589 P7 65.95 0.0435 24.250 1.055 Vel = 6.306 65.95 19.694 K Factor = 14.86 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 B.I.C. Design Co. Page 22 STOP & SHOP - SYS 1 - AREA 2 Date 062402 � Tyd. Qa Dia. Fitting Pipe Pt Pt ef. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn H57 30.09 2.067 10.000 14.146 K Factor = 8 to 120 H58 30.09 0.0102 10.000 0.102 Vel = 2.877 H58 30.20 2.067 10.000 14.248 K Factor = 8 to 120 H59 60.29 0.0368 10.000 0.368 Vel = 5.764 H59 30.58 2.067 10.000 14.616 K Factor = 8 to 120 H60 90.87 0.0787 10.000 0.787 Vel = 8.688 H60 31.40 2.067 2.670 15.403 K Factor = 8 to 120 60 122.27 0.1363 2.670 0.364 Vel = 11.690 60 2.635 2E 8.237 8.790 15.767 to 120 16.474 1.589 H61 122.27 0.0418 25.264 1.056 Vel = 7.194 H61 30.88 2.635 1T 16.474 3.910 18.412 K Factor Q node EQ01 to 120 16.474 -1.373 P27 153.15 0.0634 20.384 1.292 Vel = 9.010 153.15 18.331 K Factor = 35.77 HOSE 564.85 8.27 2E 26.955 780.000 43.017 Qa = 250.00 to 140 1T 52.413 106.323 JG3 564.85 0.0020 886.323 1.800 Vel = 3.374 564.85 44.817 K Factor = 84.37 H41 30.39 1.380 2E 3.000 10.500 17.305 K Factor @ node EQ02 to 120 6.000 -0.866 41 30.39 0.0742 16.500 1.225 Vel = 6.519 41 1.610 1T 8.000 4.000 17.663 to 120 8.000 R1 30.39 0.0350 12.000 0.420 Vel = 4.789 R1 2.067 1T 10.000 3.160 18.084 to 120 10.000 1.373 P2 30.39 0.0104 13.160 0.137 Vel = 2.906 P2 6.357 10.000 19.593 to 120 P3 30.39 10.000 Vel = 0.307 P3 30.13 6.357 12.250 19.594 to 120 P4 60.52 0.0002 12.250 0.002 Vel = 0.612 P4 30.16 6.357 11.120 19.596 to 120 -1.373 P24 90.68 0.0004 11.120 0.004 Vel = 0.917 P24 152.71 6.357 1.370 18.226 to 120 1.373 ,P5 243.39 0.0022 1.370 0.003 Vel = 2.460 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 B.I.C. Design Co. Page 23 STOP & SHOP - SYS 1 - AREA 2 Date 062402 ,"7yd. Qa Dia. Fitting Pipe Pt Pt ef. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv.. Ln. Total Pf Pn P5 33.53 6.357 7.620 19.602 to 120 P6 276.92 0.0026 7.620 0.020 Vel = 2.799 P6 65.82 6.357 1.000 19.622 to 120 -1.373 P26 342.74 0.0040 1.000 0.004 Vel = 3.465 P26 152.82 6.357 9.000 18.253 to 120 1.373 P7 495.56 0.0077 9.000 0.069 Vel = 5.009 P7 65.95 6.357 1.000 19.694 to 120 -1.373 P27 561.51 0.0100 1.000 0.010 Vel = 5.676 P27 153.15 6.357 2E 17.603 16.790 18.331 to 120 35.205 1.013 P8 714.66 0.0150 51.995 0.781 Vel = 7.224 P8 6.357 10.000 20.126 to 120 P9 714.66 0.0150 10.000 0.150 Vel = 7.224 P9 6.357 9.580 20.276 to 120 P10 714.66 0.0150 9.580 0.144 Vel = 7.224 P10 6.357 9.160 20.420 to 120 211 714.66 0.0151 9.160 0.138 Vel = 7.224 P11 6.357 9.160 20.558 to 120 P12 714.66 0.0151 9.160 0.138 Vel = 7.224 P12 6.357 8.580 20.695 to 120 P13 714.66 0.0150 8.580 0.129 Vel = 7.224 P13 6.357 9.750 20.824 to 120 P14 714.66 0.0151 9.750 0.147 Vel = 7.224 P14 6.357 1T 37.720 6.790 20.971 to 120 37.720 0.026 FM1 714.66 0.0150 44.510 0.669 Vel = 7.224 FM1 6.357 1T 37.720 9.910 21.666 to 120 lE 17.603 55.323 TR1 714.66 0.0150 65.233 0.980 Vel = 7.224 TR1 6.357 lA 33.948 15.000 22.646 to 120 1Z 17.603 72.926 6.497 HD1 714.66 0.0150 lE 17.603 87.926 1.321 Vel = 7.224 1G 3.772 HD1 6.357 1.500 30.464 to 120 HD2 714.66 0.0153 1.500 0.023 Vel = 7.224 --HD2 6.357 lE 17.603 9.660 30.487 :0 120 17.603 11.693 Fixed loss = 11 BOR 714.66 0.0150 27.263 0.410 Vel = 7.224 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 B.I.C. Design Co. Page 24 STOP & SHOP - SYS 1 - AREA 2 Date 062402 1"ryd. Qa Dia. Fitting Pipe Pt Pt ef. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv.. Ln. Total Pf Pn BOR 8.27 1G 5.990 51.000 42.589 to 140 lE 26.955 85.358 HOSE 714.66 0.0031 1T 52.413 136.358 0.428 Vel = 4.269 HOSE -314.85 8.27 1G 5.990 500.000 43.017 Qa = 250 to 140 2E 26.955 59.900 UG1 399.81 0.0011 559.900 0.600 Vel = 2.388 UG1 8.27 1G 5.990 478.000 43.617 to 140 3E 26.955 86.855 UG2 399.81 0.0011 564.855 0.605 Vel = 2.388 UG2 8.27 555.000 44.222 to 140 UG3 399.81 0.0011 555.000 0.595 Vel = 2.388 UG3 564.85 8.27 1G 5.990 258.000 44.817 to 140 1T 52.413 85.358 TEST 964.66 0.0055 lE 26.955 343.358 1.877 Vel = 5.762 964.66 46.694 K Factor = 141.17 r Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 %1Da •0 006 Design Co. 130 W. 8th Ave. N. Kansas City, Mo. 64116 (816) 221-0551 Fax: (816) 221-0552 BICDesign@aol.com B.I.C. Design Co. 130 W. 9th Ave. N. Kansas City MO 64116 816 221-0551 Job Name STOP & SHOP SYS 2 AREA 1 Building Location System Contract Data File STOP3-CA.WX1 r- Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 B.I.C. 1,31gn Co. Paye�26 STOP & SHOP SYS 2 AREA 1 Date 062402 7C2-,Re ater Supply: Pump Data: tic Pressure: 75 PSI idual Pressure: 50 PSI idual Flow: 1034 GPM 7150 D1-Elevation: 8.012 PSI 140 D2-System Flow:322.31 GPM D2-System Pressure: 48.171 PSI Hose ( Adj City ) :0 GPM 130 Hose ( Demand ) :500 GPM D3-System Demand:822.31 GPM P 120 Safety Margin: 10.465 PSI R 110 E 100 S 90 S 80 U 70 R 60 E 2 C2 50 3 40 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N A 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 B.I.C. Design Co. Page 27 STOP & SHOP SYS 2 AREA 1 Date 062402 Mode Elevation =-Fact Pt Pu Flow Density area Mo. actual Actual added Actual D001 9.5 5.6 15.43 na 22 0.2 110 0 % D002 9.5 5.6 16 na 22.4 0.2 112 0 H09 12 K = K @ EQ01 16.97 na 23.41 H10 12 K = K @ EQO1 16.16 na 22.85 H11 12 K = K @ EQO1 15.13 na 22.1 H12 12 K = K @ EQ02 15.77 na 22.54 H13 12 K = K @ EQ02 15.77 na 22.54 H14 12 K = K @ EQ02 15.79 na 22.56 H15 12 K = K @ EQ02 15.92 na 22.64 H16 12 K = K @ EQ02 16.2 na 22.85 H17 12 K = K @ EQ02 16.72 na 23.21 H18 18.5 K = K @ EQ01 15.97 na 22.71 H19 18.5 K = K @ EQ01 15.57 na 22.42 H2O 18.5 K = K @ EQ01 15.04 na 22.04 H21 18.5 K = K @ EQO1 14.99 na 22 H22 18.5 K = K @ EQO1 14.99 na 22 H23 18.5 K = K @ EQO1 15.04 na 22.04 H24 18.5 K = K @ EQ01 15.24 na 22.19 H25 18.5 K = K @ EQO1 15.66 na 22.49 S16 16 23.27 na S17 16 23.28 na S19 16 23.3 na S20 16 23.3 na HO1 12 K = K @ EQO1 17.55 na 23.8 H02 12 K = K @ EQO1 17.25 na 23.6 H03 12 K = K @ EQO1 17.31 na 23.64 H04 12 K = K @ EQ01 17.29 na 23.63 H05 12 K = K @ EQO1 17.29 na 23.63 H06 12 K = K @ EQO1 17.38 na 23.69 H07 12 K = K @ EQO1 17.41 na 23.71 H08 12 K = K @ EQ01 17.86 na 24.02 S2 12 23.35 na 9 12 18.52 na 10 12 17.47 na 11 12 17.37 na 12 12 17.21 na 13 12 17.2 na 14 12 17.23 na 15 12 17.36 na 16 12 17.67 na 17 12 18.23 na S3 20.5 20.05 na 18 18.5 17.26 na 19 18.5 16.83 na 20 18.5 16.33 na 21 18.5 16.28 na 22 18.5 16.28 na 23 18.5 16.34 na 24 18.5 16.56 na 25 18.5 17.01 na S4 20.5 20.26 na S5 20.5 20.47 na S6 20.5 20.61 na S7 20.5 20.68 na S15 16 23.26 na S16 16 23.27 na S18 16 23.29 na S19 16 23.3 na S8 20.5 20.76 na S15 16 23.26 na S16 16 23.27 na �- S17 16 23.28 na S18 16 23.29 na S19 16 23.3 na S20 16 23.3 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 B.I.C. Design Co. Page 28 STOP & SHOP SYS 2 AREA 1 Date 062402 Node Slevatlon =-Fact Pt Pu Flow Density Area No. Actual Actual Added Actual S13 20.5 20.94 na S1 12 23.28 na S2 12 23.35 na S3 20.5 20.05 na S4 20.5 20.26 na S5 20.5 20.47 na S6 20.5 20.61 na S7 20.5 20.68 na S8 20.5 20.76 na S9 20.5 20.84 na S10 20.5 20.88 na S11 20.5 20.91 na S12 20.5 20.93 na S13 20.5 20.94 na S14 20.5 20.95 na HOSE 0 45.43 na 250 S1 12 23.28 na 1 12 19.11 na 2 12 18.79 na 3 12 18.72 na 4 12 18.69 na 5 12 18.7 na 6 12 18.79 na 7 12 19.04 na 8 12 19.53 na P1 12 25.51 na P2 12 25.52 na P3 12 25.54 na P4 12 25.57 na P5 12 25.61 na P6 12 25.65 na P7 16 24.14 na P8 16 24.18 na P9 16 24.28 na P10 16 24.33 na P11 16 24.39 na P12 16 24.45 na P13 16 24.55 na P14 16 24.63 na FM 16 24.85 na TR2 16.6 25.61 na HD2 1.6 33.19 na BOR 0 45.15 na HOSE 0 45.43 na 250 UG1 0 45.88 na UG2 0 46.33 na UG3 0 46.77 na TEST 0 48.17 na The maximum velocity is 10.33 and it occurs in the pipe between nodes 17 and P2 I- Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 B.I.C. Design Co. Page 29 STOP & SHOP SYS 2 AREA 1 Date 062402 yd. Qa Dia. Fitting Pipe Pt Pt af. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv.. Ln. Total Pf Pn D001 22.00 1.049 lE 2.000 2.100 15.434 K Factor = 5.6 to 120 2.000 -1.083 EQ01 22.00 0.1551 4.100 0.636 Vel = 8.167 22.00 14.987 K Factor = 5.68 D002 22.40 1.049 lE 2.000 2.100 16.000 K Factor = 5.6 to 120 2.000 -1.083 EQ02 22.40 0.1605 4.100 0.658 Vel = 8.315 22.40 15.575 K Factor = 5.68 H09 23.41 1.049 lE 2.000 1.870 16.975 K Factor @ node EQ01 to 120 1T 5.000 7.000 9 23.41 0.1742 8.870 1.545 Vel = 8.690 23.41 18.520 K Factor = 5.44 H10 22.85 1.049 lE 2.000 0.830 16.163 K Factor @ node EQ01 to 120 1T 5.000 7.000 10 22.85 0.1665 7.830 1.304 Vel = 8.483 22.85 17.467 K Factor = 5.47 H11 22.10 1.049 2E 2.000 5.330 15.130 K Factor @ node EQ01 to 120 1T 5.000 9.000 11 22.10 0.1565 14.330 2.243 Vel = 8.204 22.10 17.373 K Factor = 5.30 H12 22.54 1.049 lE 2.000 1.830 15.772 K Factor @ node EQ02 to 120 1T 5.000 7.000 12 22.54 0.1624 8.830 1.434 Vel = 8.367 22.54 17.206 K Factor = 5.43 H13 22.54 1.049 lE 2.000 1.830 15.768 K Factor @ node EQ02 to 120 1T 5.000 7.000 13 22.54 0.1624 8.830 1.434 Vel = 8.367 22.54 17.202 K Factor = 5.43 H14 22.56 1.049 lE 2.000 1.830 15.794 K Factor @ node EQ02 to 120 1T 5.000 7.000 14 22.56 0.1626 8.830 1.436 Vel = 8.375 22.56 17.230 K Factor = 5.43 H15 22.64 1.049 lE 2.000 1.830 15.918 K Factor @ node EQ02 to 120 1T 5.000 7.000 15 22.64 0.1636 8.830 1.445 Vel = 8.405 22.64 17.363 K Factor = 5.43 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 B.I.C. Design Co. Page 30 STOP & SHOP SYS 2 AREA 1 Date 062402 ---'yd. Qa Dia. Fitting Pipe Pt Pt af. licit or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn H16 22.85 1.049 lE 2.000 1.830 16.204 K Factor @ node EQ02 to 120 1T 5.000 7.000 16 22.85 0.1665 8.830 1.470 Vel = 8.483 22.85 17.674 K Factor = 5.44 H17 23.21 1.049 lE 2.000 1.830 16.716 K Factor @ node EQ02 to 120 1T 5.000 7.000 17 23.21 0.1713 8.830 1.513 Vel = 8.616 23.21 18.229 K Factor = 5.44 H18 22.71 1.049 lE 2.000 0.830 15.970 K Factor @ node EQ01 to 120 1T 5.000 7.000 18 22.71 0.1646 7.830 1.289 Vel = 8.431 22.71 17.259 K Factor = 5.47 H19 22.42 1.049 lE 2.000 0.830 15.569 K Factor @ node EQ01 to 120 1T 5.000 7.000 19 22.42 0.1608 7.830 1.259 Vel = 8.323 22.42 16.828 K Factor = 5.47 r� '120 22.04 1.049 lE 2.000 1.330 15.036 K Factor @ node EQ01 Co 120 1T 5.000 7.000 20 22.04 0.1557 8.330 1.297 Vel = 8.182 22.04 16.333 K Factor = 5.45 H21 22.00 1.049 lE 2.000 1.330 14.987 K Factor @ node EQ01 to 120 1T 5.000 7.000 21 22.00 0.1552 8.330 1.293 Vel = 8.167 22.00 16.280 K Factor = 5.45 H22 22.00 1.049 lE 2.000 1.330 14.987 K Factor @ node EQ01 to 120 1T 5.000 7.000 22 22.00 0.1552 8.330 1.293 Vel = 8.167 22.00 16.280 K Factor = 5.45 H23 22.04 1.049 lE 2.000 1.330 15.044 K Factor @ node EQ01 to 120 1T 5.000 7.000 23 22.04 0.1557 8.330 1.297 Vel = 8.182 22.04 16.341 K Factor = 5.45 H24 22.19 1.049 lE 2.000 1.330 15.243 K Factor @ node EQ01 to 120 1T 5.000 7.000 24 22.19 0.1577 8.330 1.314 Vel = 8.238 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 B.I.C. Design Co. Page 31 STOP & SHOP SYS 2 AREA 1 Date 062402 ,--"`yd. Qa Dia. Fitting Pipe Pt Pt .af. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 22.19 16.557 K Factor = 5.45 H25 22.49 1.049 lE 2.000 1.330 15.659 K Factor @ node EQ01 to 120 1T 5.000 7.000 25 22.49 0.1617 8.330 1.347 Vel = 8.349 22.49 17.006 K Factor = 5.45 S16 -24.13 2.067 3E 5.000 36.290 23.269 to 120 2T 10.000 35.000 -1.949 S9 -24.13 -0.0068 71.290 -0.483 Vel = -2.307 -24.13 20.837 K Factor = -5.29 S17 -23.05 2.067 3E 5.000 36.290 23.276 to 120 2T 10.000 35.000 -1.949 S10 -23.05 -0.0062 71.290 -0.444 Vel = -2.204 -23.05 20.883 K Factor = -5.04 S19 -22.83 2.067 3E 5.000 36.290 23.296 to 120 2T 10.000 35.000 -1.949 S11 -22.83 -0.0061 71.290 -0.436 Vel = -2.183 -22.83 20.911 K Factor = -4.99 4E 5.000 37.000 23.304 320 -21.51 2.067 to 120 2T 10.000 40.000 -1.949 S12 -21.51 -0.0055 77.000 -0.422 Vel = -2.057 -21.51 20.933 K Factor = -4.70 H01 23.80 1.049 lE 2.000 1.700 17.547 K Factor @ node EQ01 to 120 1T 5.000 7.000 1 23.80 0.1795 8.700 1.562 Vel = 8.835 23.80 19.109 K Factor = 5.44 H02 23.60 1.049 lE 2.000 1.700 17.253 K Factor @ node EQ01 to 120 1T 5.000 7.000 2 23.60 0.1768 8.700 1.538 Vel = 8.761 23.60 18.791 K Factor = 5.44 H03 23.64 1.049 lE 2.000 0.950 17.306 K Factor @ node EQ01 to 120 1T 5.000 7.000 3 23.64 0.1774 7.950 1.410 Vel = 8.776 23.64 18.716 K Factor = 5.46 H04 23.63 1.049 lE 2.000 0.950 17.285 K Factor @ node EQ01 to 120 1T 5.000 7.000 4 23.63 0.1771 7.950 1.408 Vel = 8.772 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 B.I.C. Design Co. Page 32 STOP & SHOP SYS 2 AREA 1 Date 062402 r"Iryd. Qa Dia. Fitting Pipe Pt Pt af. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 23.63 18.693 K Factor = 5.47 H05 23.63 1.049 lE 2.000 0.950 17.292 K Factor @ node EQ01 to 120 1T 5.000 7.000 5 23.63 0.1771 7.950 1.408 Vel = 8.772 23.63 18.700 K Factor = 5.46 H06 23.69 1.049 lE 2.000 0.950 17.375 K Factor @ node EQ01 to 120 1T 5.000 7.000 6 23.69 0.1780 7.950 1.415 Vel = 8.794 23.69 18.790 K Factor = 5.47 H07 23.71 1.049 lE 2.000 2.125 17.414 K Factor @ node EQ01 to 120 1T 5.000 7.000 7 23.71 0.1783 9.125 1.627 Vel = 8.802 23.71 19.041 K Factor = 5.43 H08 24.02 1.049 lE 2.000 2.125 17.862 K Factor @ node EQ01 to 120 1T 5.000 7.000 8 24.02 0.1826 9.125 1.666 Vel = 8.917 24.02 19.528 K Factor = 5.44 S2 -96.65 2.067 1T 10.000 44.790 23.353 to 120 10.000 9 -96.65 -0.0882 54.790 -4.834 Vel = -9.241 9 23.42 2.067 2E 5.000 9.950 18.520 to 120 10.000 10 -73.23 -0.0528 19.950 -1.053 Vel = -7.002 10 22.84 2.067 3.500 17.466 to 120 11 -50.39 -0.0266 3.500 -0.093 Vel = -4.818 11 22.11 2.067 2E 5.000 8.500 17.374 to 120 10.000 12 -28.28 -0.0091 18.500 -0.168 Vel = -2.704 12 22.54 2.067 8.000 17.206 to 120 13 -5.74 -0.0005 8.000 -0.004 Vel = -0.549 13 22.54 2.067 8.000 17.202 to 120 14 16.80 0.0035 8.000 0.028 Vel = 1.606 14 22.56 2.067 8.000 17.230 to 120 15 39.36 0.0168 8.000 0.134 Vel = 3.763 15 22.64 2.067 8.000 17.363 to 120 _-,16 62.00 0.0388 8.000 0.310 Vel = 5.928 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 B.I.C. Design Co. Page 33 STOP & SHOP SYS 2 AREA 1 Date 062402 --Tyd. Qa Dia. Fitting Pipe Pt Pt :f. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv.. Ln. Total Pf Pn 16 22.85 2.067 8.000 17.674 to 120 17 84.85 0.0694 8.000 0.555 Vel = 8.113 17 23.20 2.067 2E 5.000 47.250 18.229 to 120 1T 10.000 20.000 P2 108.05 0.1084 67.250 7.292 Vel = 10.331 108.05 25.521 K Factor = 21.39 S3 -88.25 2.067 lE 5.000 34.040 20.049 to 120 1T 10.000 15.000 0.866 18 -88.25 -0.0746 49.040 -3.657 Vel = -8.438 18 22.71 2.067 10.000 17.258 to 120 19 -65.54 -0.0430 10.000 -0.430 Vel = -6.266 19 22.42 2.067 2E 5.000 15.000 16.828 to 120 10.000 20 -43.12 -0.0198 25.000 -0.495 Vel = -4.123 20 22.04 2.067 10.000 16.333 to 120 21 -21.08 -0.0053 10.000 -0.053 Vel = -2.015 21 22.00 2.067 10.000 16.280 to 120 '?2 0.92 10.000 Vel = 0.088 22 22.00 2.067 10.000 16.280 to 120 23 22.92 0.0062 10.000 0.062 Vel = 2.191 23 22.04 2.067 10.000 16.342 to 120 24 44.96 0.0214 10.000 0.214 Vel = 4.299 24 22.18 2.067 10.000 16.556 to 120 25 67.14 0.0450 10.000 0.450 Vel = 6.419 25 22.49 2.067 4E 5.000 44.580 17.006 to 120 1T 10.000 30.000 2.815 P3 89.63 0.0767 74.580 5.723 Vel = 8.570 89.63 25.544 K Factor = 17.73 S4 26.14 2.067 5E 5.000 162.540 20.260 to 120 2T 10.000 45.000 3.681 P4 26.14 0.0079 207.540 1.630 Vel = 2.499 26.14 25.571 K Factor = 5.17 S5 24.79 2.067 5E 5.000 160.040 20.472 to 120 2T 10.000 45.000 3 .681 P5 24.79 0.0071 205.040 1.459 Vel = 2.370 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 B.I.C. Design Co. Page 34 STOP & SHOP SYS 2 AREA 1 Date 062402 --tyd. Qa Dia. Fitting Pipe Pt Pt .�f. licit or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv.. Ln. Total Pf Pn 24.79 25.612 K Factor = 4.90 S6 23.97 2.067 5E 5.000 158.620 20.610 to 120 2T 10.000 45.000 3.681 P6 23.97 0.0067 203.620 1.362 Vel = 2.292 23.97 25.653 K Factor = 4.73 S7 25.56 2.067 5E 5.000 155.250 20.678 to 120 2T 10.000 45.000 1.949 P7 25.56 0.0075 200.250 1.508 Vel = 2.444 25.56 24.135 K Factor = 5.20 S15 21.49 2.067 lE 5.000 122.120 23.265 to 120 4T 10.000 45.000 P8 21.49 0.0055 167.120 0.913 Vel = 2.055 21.49 24.178 K Factor = 4.37 S16 22.42 2.067 lE 5.000 125.160 23.269 to 120 4T 10.000 45.000 P9 22.42 0.0059 170.160 1.006 Vel = 2.144 22.42 24.275 K Factor = 4.55 318 23.26 2.067 2E 5.000 124.620 23.291 to 120 3T 10.000 40.000 P10 23.26 0.0063 164.620 1.041 Vel = 2.224 23.26 24.332 K Factor = 4.72 S19 23.94 2.067 2E 5.000 124.620 23.296 to 120 3T 10.000 40.000 P11 23.94 0.0067 164.620 1.099 Vel = 2.289 23.94 24.395 K Factor = 4.85 S8 26.04 2.067 3E 5.000 36.290 20.760 to 120 2T 10.000 35.000 1.949 S15 26.04 0.0078 71.290 0.556 Vel = 2.490 S15 -21.49 2.067 14.000 23.265 to 120 S16 4.55 0.0003 14.000 0.004 Vel = 0.435 S16 1.71 2.067 11.620 23.269 to 120 S17 6.26 0.0005 11.620 0.006 Vel = 0.599 S17 23.05 2.067 1.620 23.276 to 120 S18 29.31 0.0099 1.620 0.016 Vel = 2.802 S18 -23.26 2.067 9.000 23.291 r to 120 319 6.05 0.0006 9.000 0.005 Vel = 0.578 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 B.I.C. Design Co. Page 35 STOP & SHOP SYS 2 AREA 1 Date 062402 -vd. Qa Dia. Fitting Pipe Pt Pt :f. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv.. Ln. Total Pf Pn S19 -1.11 2.067 1T 10.000 13.000 23.296 to 120 10.000 S20 4.94 0.0003 23.000 0.008 Vel = 0.472 S20 21.51 2.067 2E 5.000 123.160 23.304 to 120 1T 10.000 20.000 P12 26.45 0.0080 143.160 1.149 Vel = 2.529 26.45 24.453 K Factor = 5.35 S13 27.00 2.067 5E 5.000 154.040 20.944 to 120 2T 10.000 45.000 1.949 P13 27.00 0.0083 199.040 1.659 Vel = 2.582 27.00 24.552 K Factor = 5.45 S1 86.66 4.260 1T 26.334 7.080 23.282 to 120 26.334 S2 86.66 0.0021 33.414 0.071 Vel = 1.951 S2 96.64 4.260 2E 13.167 18. 000 23.353 to 120 26.334 -3 .681 S3 183.30 0.0085 44.334 0.378 Vel = 4.126 S3 88.26 4.260 12.000 20.049 to 120 S4 271.56 0.0176 12.000 0.211 Vel = 6.113 S4 -26.14 4.260 14.500 20.260 to 120 S5 245.42 0.0146 14.500 0.212 Vel = 5.524 S5 -24.79 4.260 11.500 20.472 to 120 S6 220.63 0.0120 11.500 0.138 Vel = 4.966 S6 -23.98 4.260 7.000 20.610 to 120 S7 196.65 0.0097 7.000 0.068 Vel = 4.427 S7 -25.56 4.260 10.910 20.678 to 120 S8 171.09 0.0075 10.910 0.082 Vel = 3.851 S8 -26.04 4.260 14.000 20.760 to 120 S9 145.05 0.0055 14.000 0.077 Vel = 3.265 S9 -24.14 4.260 11.620 20.837 to 120 S10 120.91 0.0040 11.620 0.046 Vel = 2.722 S10 -23.05 4.260 10.620 20.883 to 120 Sil 97.86 0.0026 10.620 0.028 Vel = 2.203 S11 -22.83 4.260 13.750 20.912 to 120 S12 75.03 0.0016 13.750 0.022 Vel = 1.689 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 B.I.C. Design Co. Page 36 STOP & SHOP SYS 2 AREA 1 Date 062402 Qa Dia. Fitting Pipe Pt Pt :f. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn S12 -21.51 4.260 11.620 20.934 to 120 S13 53.52 0.0009 11.620 0.010 Vel = 1.205 S13 -27.00 4.260 9.870 20.944 to 120 S14 26.52 0.0002 9.870 0.002 Vel = 0.597 S14 2.067 7E 5.000 160.700 20.946 to 120 2T 10.000 55.000 1.949 P14 26.52 0.0081 215.700 1.739 Vel = 2.536 26.52 24.634 K Factor = 5.34 HOSE 481.50 8.27 2E 26.955 780.000 45.435 Qa = 250.00 to 140 1T 52.413 106.323 UG3 481.50 0.0015 886.323 1.340 Vel = 2.876 481.50 46.775 K Factor = 70.40 S1 -86.66 2.067 2E 5.000 47.870 23.282 to 120 10.000 1 -86.66 -0.0721 57.870 -4.172 Vel = -8.286 1 23.81 2.067 8.000 19.109 to 120 2 -62.85 -0.0398 8.000 -0.318 Vel = -6.009 23.60 2.067 4.500 18.791 to 120 3 -39.25 -0.0167 4.500 -0.075 Vel = -3.753 3 23.64 2.067 7.500 18.716 to 120 4 -15.61 -0.0031 7.500 -0.023 Vel = -1.492 4 23.63 2.067 8.000 18.693 to 120 5 8.02 0.0009 8.000 0.007 Vel = 0.767 5 23.63 2.067 8.000 18.700 to 120 6 31.65 0.0111 8.000 0.089 Vel = 3.026 6 23.69 2.067 8.000 18.790 to 120 7 55.34 0.0315 8.000 0.252 Vel = 5.291 7 23.71 2.067 8.000 19.041 to 120 8 79.05 0.0609 8.000 0.487 Vel = 7.558 8 24.02 2.067 1T 10.000 50.250 19.528 to 120 10.000 Pi 103.07 0.0994 60.250 5.987 Vel = 9.855 P1 6.357 15.120 25.515 to 120 P2 103.07 0.0004 15.120 0.006 Vel = 1.042 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 B.I.C. Design Co. Page 37 STOP & SHOP SYS 2 AREA 1 Date 062402 vd. Qa Dia. Fitting Pipe Pt Pt .!f. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn P2 108.05 6.357 14.620 25.521 to 120 P3 211.12 0.0016 14.620 0.023 Vel = 2.134 P3 89.63 6.357 8.910 25.544 t0 120 P4 300.75 0.0030 8.910 0.027 Vel = 3.040 P4 26.14 6.357 12.000 25.571 to 120 P5 326.89 0.0035 12.000 0.042 Vel = 3.304 P5 24.79 6.357 10.080 25.613 to 120 P6 351.68 0.0041 10.080 0.041 Vel = 3.555 P6 23.98 6.357 2E 17.603 11.620 25.654 to 120 35.205 -1.732 P7 375.66 0.0046 46.825 0.214 Vel = 3.797 P7 25.56 6.357 8.250 24.136 to 120 P8 401.22 0.0052 8.250 0.043 Vel = 4.056 P8 21.49 6.357 17.000 24.178 to 120 P9 422.71 0.0057 17.000 0.097 Vel = 4.273 1---P9 22.42 6.357 9.250 24.275 `0 120 210 445.13 0.0063 9.250 0.058 Vel = 4.500 P10 23.26 6.357 9.000 24.333 to 120 P11 468.39 0.0069 9.000 0.062 Vel = 4.735 P11 23.95 6.357 7.700 24.395 to 120 P12 492.34 0.0075 7.700 0.058 Vel = 4.977 P12 26.45 6.357 12.000 24.453 to 120 P13 518.79 0.0083 12.000 0.100 Vel = 5.244 P13 27.00 6.357 9.000 24.553 to 120 P14 545.79 0.0091 9.000 0.082 Vel = 5.517 P14 26.52 6.357 lE 17.603 3.950 24.635 to 120 17.603 FM 572.31 0.0100 21.553 0.215 Vel = 5.785 FM 6.357 3E 17.603 49.950 24.850 to 120 52.808 -0.260 TR2 572.31 0.0100 102.758 1.024 Vel = 5.785 TR2 6.357 1G 3.772 15.000 25.614 to 120 1Z 17.603 93.043 6.497 HD2 572.31 0.0100 1T 37.720 108.043 1.077 Vel = 5.785 lA 33.948 ,,HD2 6.357 lE 17.603 9.660 33.187 :0 120 17.603 11.693 Fixed loss = 11 BOR 572.31 0.0100 27.263 0.272 Vel = 5.785 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 B.I.C. Design Co. Page 38 STOP & SHOP SYS 2 AREA 1 Date 062402 �--vd. Qa Dia. Fitting Pipe Pt Pt •f. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn BOR 8.27 1G 5.990 51.000 45.151 to 140 lE 26.955 85.358 HOSE 572.31 0.0021 1T 52.413 136.358 0.284 Vel = 3.418 HOSE -231.50 8.27 1G 5.990 500.000 45.435 Qa = 250.00 to 140 2E 26.955 59.900 UG1 340.81 0.0008 559.900 0.446 Vel = 2.036 UG1 8.27 1G 5.990 478.000 45.881 to 140 3E 26.955 86.855 UG2 340.81 0.0008 564.855 0.450 Vel = 2.036 UG2 8.27 555.000 46.332 to 140 UG3 340.81 0.0008 555.000 0.443 Vel = 2.036 UG3 481.50 8.27 1G 5.990 258.000 46.774 to 140 1T 52.413 85.358 TEST 822.31 0.0041 lE 26.955 343.358 1.397 Vel = 4.911 822.31 48.171 K Factor = 118.48 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 be mo 0 Design Co. 130 W. 0th Ave. N. Kansas City, Mo. 64116 (816) 221-0551 Fax: (816) 221-0552 BICDesign@aol.com B.I.C. Design Co. 130 W. 9th Ave. N. Kansas City MO 64116 816 221-0551 Job Name STOP & SHOP SYS 2 AREA 2 Building Location System Contract Data File STOP3-CA.WX2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 1 B.I.C. L._..'ign Co. Pc�_-; 40 . STOP & SHOP SYS 2 AREA 2 Date 062402 City Water Supply: Pump Data: Cl-Static Pressure: 75 PSI C2-Residual Pressure: 50 PSI C2-Residual Flow: 1034 GPM 150 D1-Elevation: 3.934 PSI 140 D2-System Flow:O GPM D2-System Pressure: 59.389 PSI Hose ( Adj City ) :0 GPM 130 Hose ( Demand ) :500 GPM D3-System Demand:500 GPM P 120 Safety Margin: 10.828 PSI R 110 E 100 S 90 S 80 U 70 R 2 60 3 C2 E 50 40 30 20 10 1 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N A 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 B.I.C. Design Co. Page 41 STOP & SHOP SYS 2 AREA 2 Date 062402 lode zlevatlon L-Fact Pt Pn Flow Density area Mo. Actual Actual Added actual H36 9.084 5.6 9.18 na 16.97 0.28 60 40 H37 9.084 5.6 9.98 na 17.69 0.29 60 45 H38 9.084 5.6 10.76 na 18.37 0.31 60 55 H39 9.084 5.6 11.57 na 19.04 0.32 60 60 H40 9.084 5.6 12.99 na 20.19 0.34 60 70 HOSE 0 58.59 na 250 H31 9.084 5.6 7 na 14.82 0.25 60 25 $ H32 9.084 5.6 7.62 na 15.45 0.26 60 30 H33 9.084 5.6 8.22 na 16.06 0.27 60 35 H34 9.084 5.6 8.85 na 16.66 0.28 60 40 H35 9.084 5.6 9.97 na 17.68 0.29 60 45 Al 9.084 16.21 na A2 9.084 19.38 na A3 12 41.92 na P4 12 41.93 na P5 12 41.94 na P6 12 41.95 na P7 16 40.27 na P8 16 40.28 na P9 16 40.3 na P10 16 40.31 na Pil 16 40.32 na P12 16 40.32 na P13 16 40.34 na P14 16 40.35 na FM 16 40.37 na TR2 16.6 40.22 na HD2 1.6 46.84 na BOR 0 58.56 na HOSE 0 58.59 na 250 UG1 0 58.72 na UG2 0 58.85 na UG3 0 58.98 na TEST 0 59.39 na The maximum velocity is 16.53 and it occurs in the pipe between nodes Al and A2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 B.I.C. Design Co. Page 42 STOP & SHOP SYS 2 AREA 2 Date 062402 -vd. Qa Dia. Fitting Pipe Pt Pt .f. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv.. Ln. Total Pf Pn H36 16.97 1.049 8.250 9.184 K Factor = 5.6 to 120 H37 16.97 0.0960 8.250 0.792 Vel = 6.300 H37 17.69 1.38 8.250 9.976 K Factor = 5.6 to 120 H38 34.66 0.0947 8.250 0.781 Vel = 7.435 H38 18.36 1.61 8.250 10.757 K Factor = 5.6 to 120 H39 53.02 0.0981 8.250 0.809 Vel = 8.356 H39 19.05 1.61 8.250 11.566 K Factor = 5.6 to 120 H40 72.07 0.1731 8.250 1.428 Vel = 11.358 H40 20.19 1.61 1T 8.000 3.750 12.994 K Factor = 5.6 to 120 8.000 Al 92.26 0.2734 11.750 3.212 Vel = 14.540 92.26 16.206 K Factor = 22.92 HOSE 247.64 8.27 2E 26.955 780.000 58.590 Qa = 250.00 to 140 1T 52.413 106.323 UG3 247.64 0.0004 886.323 0.391 Vel = 1.479 247.64 58.981 K Factor = 32.25 131 14.82 1.049 8.250 7.000 K Factor = 5.6 to 120 H32 14.82 0.0748 8.250 0.617 Vel = 5.502 H32 15.45 1.38 8.250 7.616 K Factor = 5.6 to 120 H33 30.27 0.0737 8.250 0.608 Vel = 6.493 H33 16.06 1.61 8.250 8.224 K Factor = 5.6 to 120 H34 46.33 0.0765 8.250 0.631 Vel = 7.301 H34 16.66 1.61 8.250 8.855 K Factor = 5.6 to 120 H35 62.99 0.1349 8.250 1.113 Vel = 9.927 H35 17.68 1.61 lE 4.000 17.250 9.968 K Factor = 5.6 to 120 1T 8.000 12.000 Al 80.67 0.2132 29.250 6.237 Vel = 12.713 Al 92.26 2.067 1T 10.000 2.250 16.205 to 120 10.000 A2 172.93 0.2589 12.250 3.171 Vel = 16.534 A2 2.067 1B 41.000 19.376 to 120 2E 5.000 51.000 -1.263 A3 172.93 0.2588 3T 10.000 92.000 23.812 Vel = 16.534 is 11.000 A3 6.357 0.792 41.924 to 120 ,P4 172.93 0.0013 0.792 0.001 Vel = 1.748 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 e B.I.C. Design Co. Page 43 STOP & SHOP SYS 2 AREA 2 Date 062402 --vd. Qa Dia. Fitting Pipe Pt Pt "C" or Ftng's Pe Pv ******* Notes ****** point Qt Pf/UL Eqv. Ln. Total Pf Pn P4 6.357 12.000 41.925 to 120 P5 172.93 0.0011 12.000 0.013 Vel = 1.748 P5 6.357 10.080 41.938 to 120 P6 172.93 0.0011 10.080 0.011 Vel = 1.748 P6 6.357 2E 17.603 11.620 41.949 to 120 35.205 -1.732 P7 172.93 0.0011 46.825 0.051 Vel = 1.748 P7 6.357 8.250 40.268 to 120 P8 172.93 0.0011 8.250 0.009 Vel = 1.748 P8 6.357 17.000 40.277 to 120 P9 172.93 0.0011 17.000 0.019 Vel = 1.748 P9 6.357 9.250 40.295 to 120 P10 172.93 0.0011 9.250 0.010 Vel = 1.748 P10 6.357 9.000 40.305 to 120 P11 172.93 0.0011 9.000 0.010 Vel = 1.748 P11 6.357 7.700 40.315 ^'`0 120 212 172.93 0.0010 7.700 0.008 Vel = 1.748 P12 6.357 12.000 40.324 to 120 P13 172.93 0.0011 12.000 0.013 Vel = 1.748 P13 6.357 9.000 40.337 to 120 P14 172.93 0.0011 9.000 0.010 Vel = 1.748 P14 6.357 lE 17.603 3.950 40.347 to 120 17.603 FM 172.93 0.0011 21.553 0.023 Vel = 1.748 FM 6.357 3E 17.603 49.950 40.370 to 120 52.808 -0.260 TR2 172.93 0.0011 102.758 0.112 Vel = 1.748 TR2 6.357 lA 33.948 15.000 40.222 to 120 1G 3.772 93.043 6.497 HD2 172.93 0.0011 1Z 17.603 108.043 0.118 Vel = 1.748 1T 37.720 HD2 6.357 lE 17.603 9.660 46.836 to 120 17.603 11.693 Fixed loss = 11 BOR 172.93 0.0011 27.263 0.030 Vel = 1.748 BOR 8.27 1G 5.990 51.000 58.559 to 140 lE 26.955 85.358 HOSE 172.93 0.0002 1T 52.413 136.358 0.031 Vel = 1.033 CHOSE 2.36 8.27 1G 5.990 500.000 58.590 Qa = 250.00 "o 140 2E 26.955 59.900 JG1 175.29 0.0002 559.900 0.131 Vel = 1.047 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 B.I.C. Design Co. Page 44 STOP & SHOP SYS 2 AREA 2 Date 062402 /,d. Qa Dia. Fitting Pipe Pt Pt f. "C" or Ftng's Pe Pv ******* Notes ****** eoint Qt Pf/UL Eqv. Ln. Total Pf Pn UG1 8.27 1G 5.990 478.000 58.720 to 140 3E 26.955 86.855 UG2 175.29 0.0002 564.855 0.132 Vel = 1.047 UG2 8.27 555.000 58.852 to 140 UG3 175.29 0.0002 555.000 0.129 Vel = 1.047 UG3 247.64 8.27 1G 5.990 258.000 58.981 to 140 1T 52.413 85.358 TEST 422.93 0.0012 lE 26.955 343.358 0.408 Vel = 2.526 422.93 59.389 K Factor = 54.88 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087