Loading...
HomeMy WebLinkAboutBUSINESS PLAN Fire Protection by E~omputer Design Location · Data File : SHOP-2.WX1 Computer Programs by Hydratec Inc. Route 111 Windham N H. USA 03087 Page 2 BA~ERSFILED SHOP 2 Date 082702 HQdraulic Design Information Sheet Name - BAKERSFILED SHOP 2 Date - 082702 Location - S (X) NFPA 13 ( ) Lt. Haz. Ord. Haz.Gp. ( ) 1 (X) 2 ( ) 3 ( ) Ex. Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve E M Area of Sprinkler Operation - System Type Sprinkler/Nozzle Density 0.2 (X) Wet Make D Area Per Sprinkler 112 ( ) Dry Model S Hose Allowance - Inside ( ) Preaction K-Factor 250 Calculation Flow Required - 479 Press Required - 59 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Page 3 BAKERSFILED SHOP 2 Date 082702 City Water Supply: Pump Data: C1-Static Pressure: 70 PSI C2-Residual Pressure: 25 PSI C2-Residual Flow: 2014 GPM 150 D1-Elev.ation: 6. 063 PSI D2-System Flow:478.75 GPM 140 D2-System Pressure: 58.793 PSI Hose ( Adj City ):0 GPM 130 Hose ( Demand ) :0 GPM P 120 Safety Margin: 8.053 PSI R 110 E 100 S 90 S 8O 1 U 7O 30 ~ ~ c2 20 ~ ~ 300 600 900 1200 1500 1800 2100 2400 2700 FLOW ( N ^ 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Page 4 BAKERSFILED SHOP 2 Date 082702 28 31.24 31 $ 6o.~ 44 61.56 45 38.63 46 16.14 47 6.26 48 28.68 49 51.29 32 38 66.36 39 42.62 40 i9.56 41 3.3S 42 26.32 43 49.54 33 37 33.23 34 < 28 60.33 44 1.23 38 67.59 37 34.36 36 34.36 35 > < < < < ? i6i.i6 28 29.08 29 29.08 30 29.08 31 60.33 32 111.62 33 161.16 34 194.39 35 228.75 1 228.75 2 228.75 DC 228.75 TEST < < < < < < < < < < < Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Page 5 BAKERSFILED SHOP 2 Date 082702 TEST - Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Page 6 ~ BAKERSFILED SHOP 2 Date 082702 Fitting 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 Plow 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 Page 7 BAKERSFILED SHOP 2 Date 082702 Unadjusted Fittings Tabl~ 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 1 1.5 2 2 3 3 3.5 3,5 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 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 t 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 2 2 2 3 4 5 6 7 8 10 5 6 8 10 12 14 16 18 20 24 17 27 29 9 10 12 19 21 1 1 1 1 1 1 1 1 1 1 47 12 14 18 22 27 35 40 45 50 61 5 7 9 11 13 17 19 21 24 28 2 3 4 5 6 7 8 10 11 13 4 . 5 5 6 . 5 8 . 5 10 18 20 23 25 30 8 . 5 10 13 17 20 23 25 33 36 40 21 25 33 41 50 65 78 88 98 120 36 55 45 8 9 13 16 18 24 27 30 34 40 10 12 16 19 22 33 27 32 45 55 65 76 87 98 109 130 25 30 35 50 60 71 81 91 101 121 4.2 5.0 5.0 8 · 5 10 13 13.1 31.8 35.8 27.4 21 25 33 12 14 18 22 27 35 40 45 50 61 Compu[er Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Page 8 ' BAKERSFILED SHOP 2 Date 082702 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Added Req. Req. 28 14 24.11 na 44 14 23.97 na 45 14 5.6 16.76 na 22.93 .2000 112.00 7.000 46 14 5.6 16.13 na 22.49 .2000 112.00 7.000 47 14 5.6 16 na 22.4 .2000 112.00 7.000 48 14 5.6 16.03 na 22.42 .2000 112.00 7.000 49 14 5.6 16.3 na 22.61 .2000 112.00 7.000 38 14 23.97 na 39 14 5.6 17.97 na 23.74 .2000 112.00 7.000 40 14 5.6 16.96 na 23.06 .2000 112.00 7.000 41 14 5.6 16.78 na 22.94 .2000 112.00 7.000 42 14 5.6 16.79 na 22.94 .2000 112.00 7.000 43 14 5.6 17.19 na 23.22 .2000 112.00 7.000 37 14 , 24.14 na 28 14 24.11 na 44 14 23.97 na 38 14 23.97 na 37 14 24.14 na 36 14 24.18 na 28 14 24.11 na 29 14 24.11 na 30 14 35.72 na 31 14 35.72 na 32 14 35.86 na 33 14 36.3 na 34 14 37.16 na 35 14 38.03 na 1 11 44.13 na 2 0 49.39 na DC 0 57.95 na TEST 0 58.79 na 250 The maximum velocity is 13.67 and it occurs in the pipe between nodes 38 and 39 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Page 9 , BAKEhSFILED SHOP 2 Date 082702 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 28 31.24 1,408 1E 3.308 140.770 24.110 to 120 3T 6,617 23,158 31 31.24 0.0708 163.928 11.610 Vel = 6,437 31.24 35.720 K Factor = 5.23 44 -61 56 1,408 1E 3.308 19,110 23.970 to 120 1T 6,617 9,925 45 -61 56 -0.2484 29.035 -7.212 Vel = -12.685 45 22 93 1.408 6.040 16.759 K Factor = 5.6 to 120 46 -38 63 -0.1050 , 6.040 -0 634 Vel = -7,960 46 22 49 1.408 6.000 16 125 K Factor = 5,6 to 120 47 -16 14 -0.0208 6.000 -0 125 Vel = -3.326 47 22 40 1.408 7.910 16 000 K Factor = 5.6 to 120 48 6 26 0.0037 7.910 0 029 Vel = 1.290 48 22 42 1.408 4.550 16 029 K Factor = 5.6 to 120 49 28 68 0.0604 4.550 0 275 Vel = 5,910 49 22 61 1.408 2T 6,617 97.140 16 304 K Factor = 5.6 to 120 13.233 32 51 29 0.1772 110.373 19 561 Vel = 10.569 51.29 35 865 K Factor = 8.56 38 -66 36 1.408 1E 3.308 11,110 23 971 to 120 1T 6.617 9.925 39 -66 36 -0.2854 21.035 -6 004 Vel = -13.674 39 23 74 1.408 8 000 17 967 K Factor = 5.6 to 120 40 -42 62 -0.1259 8 000 -1 007 Vel = -8.782 40 23 06 1.408 6 040 16 960 K Factor = 5.6 to 120 41 -19 56 -0.0298 6 040 -0 180 Vel = -4.030 41 22 94 1.408 6 000 16 780 K Factor = 5.6 to 120 42 3 38 0.0012 6 000 0 007 Vel = 0.696 42 22 94 1.408 7 910 16 787 K Factor = 5.6 to 120 43 26 32 0.0516 7 910 0 408 Vel = 5.423 43 23 22 1.408 2T 6.617 101 700 17 195 K Factor = 5.6 to 120 13.233 33 49 54 0.1662 114.933 19 102 Vel = 10.208 49.54 36.297 K Factor = 8.22 37 33,23 1.408 1E 3.308 140.770 24.143 i to 120 3T 6.617 23.158 i 34 33.23 0.0794 163.928 13.015 Vel = 6.847 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Page 10 ,BAKE~SFILED SHOP 2 Date 082702 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 33.23 37,158 K Factor = 5.45 28 -60,33 2.703 14 000 24.110 to 120 44 -60.33 -0.0100 14 000 -0.140 Vel = -3,373 44 61.56 2.703 14 000 23,970 to 120 38 1.23 14 000 Vel = 0.069 38 66.36 2,703 14 000 23.971 to 120 37 67.59 0.0124 14 000 0.173 Vel = 3.779 37 -33.23 2.703 10 000 24.143 to 120 36 34.36 0.0035 10 000 ~ 0.035 Vel = 1.921 36 1.408 1E 3.308 140 770 24.178 to 120 3T 6.617 23,158 35 34.36 0.0845 163.928 13,846 Vel = 7,080 34.36 38,024 K Factor = 5.57 28 29.08 2.703 0.620 24 110 to 120 29 29.08 0 0032 0.620 0 002 Vel = 1 626 29 1 408 3E 3.308 157,350 24 112 to 120 3T 6.617 29,775 30 29.08 0 0620 187.125 11 608 Vel = 5 992 30 2 703 0,540 35 722 to 120 31 29.08 0 0019 0.540 0 001 Vel = 1 626 31 31.25 2 703 14 000 35.723 to 120 32 60.33 0 0100 14 000 0.140 Vel = 3 373 32 51.29 2 703 13 990 35,863 to 120 33 111.62 0 0312 13 990 0.436 Vel = 6 241 33 49.54 2 703 13 920 36.299 120 34 161.16 0 0615 13 920 0 856 Vel = 9 011 34 33.23 2 703 10.000 37 155 to 120 35 194.39 0 0870 10.000 0 870 Vel = 10 869 35 34.36 2 703 3E 9.325 12.850 38 026 to 120 27.976 1.299 1 228.75 0 1176 40.826 4 801 Vel = 12 790 1 4.31 1E 13.937 11.000 44 126 120 lB 16,724 30.661 4,764 2 228.75 0.0121 41.661 0.505 Vel = 5 030 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Page 11 BAK~RSFILED SHOP 2 Date 082702 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 2 4.24 3E 12.869 80.000 49.395 to 120 38.606 7.000 Fixed loss = 7 DC 228.75 0.0131 118.606 1.557 Vel = 5.198 DC 4.24 2E 12.869 10.000 57.952 to 120 1G 2.574 54.050 TEST 228.75 0.0131 IT 25.738 64.050 0.841 Vel = 5.198 250.00 Qa = 250.00 478.75 58.793 K Factor = 62.44 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Page 12 '4BAKERSFILED SHOP 2 Date 082702 Auto Peaking Summary List of Pipes for Area Calculated Left Right Side Side From To Length From To Length 43 33 85.700 38 39 27.110 49 32 81.140 44 45 35.110 43 33 101.700 38 39 11.110 49 32 97.140 44 45 19.110 Flow Pressure Pressure Required Required Differential LEFT 24.000 I 477.06 58.913 -0.130 LEFT 16.000 I 477.49 59.043 0.000 LEFT 8.000 I 478.04 58.999 -0.044 AREA CALCULATED I 478.75 58.793 -0.250 RIGHT 8.000 I 479.69 58.441 -0.602 Typical Distance Between Heads = 8.000 Split Point Used in Worst Area Peaked = 47 Split Point Used in Area Calculated = 47 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087