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HomeMy WebLinkAbout40 Kennedy Road - Building Plans &amp; Drawi (5) a s � S 7 5 INDUSTRIAL PARK PLACE MICGLETi3wN, CT 11364S? 0: 860-632-113053 F: 860-632-1130S4 WWW.MACKFIFaE.COM PREPARED BY: WILLIAM 8MITH C: 860-8 1 9-7979 SMITH(,WMACKFIRE.COM UNIII WH MACK FIRE PROTECTION 15 INDUSTRIAL PARK PLACE MIDDLETOWN, CT 06457 WWW.MACKFIRE.COM 860-632-8053 Job Name FedEx Calc Area 1 -Fire Zone 2-OH2 Above Building FP3 Location 40 Kennedy Road, South Windsor, CT System 1 Contract Data File Calc 1.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 MACK FIRE PROTECTION Page 1 FedEx Calc Area 1 -Fire Zone 2-OH2 Above Date 4/16/12 HYDRAULIC CALCULATIONS for Project name: FedEx Ground Location: 40 Kennedy Road, South Windsor, CT Drawing no: FP3 Date: 5/2/12 Design Remote area number. 1 Remote area location: North Side Zone 2 Occupancy classification: OH2 Density. .20-Gpm/SgFt Area of application: 1950-SgFt Coverage per sprinkler. 256-SgFt Type of sprinklers calculated. VICTAULIC V3425 SR 286° BRASS UPRIGHT No. of sprinklers calculated: 10 In-rack demand. -GPM Hose streams: 250-GPM Total water required(including hose streams): 831 -GPM @ 71 -Psi Type of system: DRY Volume of dry or preaction system: 1840-Gal Water supply information Date: 7/17/2009 Location: SULLIVAN AVE Source: CT WATER Name of contractor. Address: Phone number. Name of designer. Authority having jurisdiction: Notes:(Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) MACK FIRE PROTECTION Page 2 FedEx Calc Area 1 - Fire Zone 2-OH2 Above Date 4 16/12 City Water Supply: Demand: C1 -Static Pressure : 76 D1 -Elevation 17.324 C2- Residual Pressure: 70 D2-System Flow 580.E 13 C2-Residual Flow 1900 D2-System Pressure 70.033 Hose( Demand ) 250 D3-System Demand 830.613 Safety Margin 4.6 8 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 C2 R 60 E 50 40 30 20 D1 10 ij:�T i i —r r.. . . . . 200 400 600 800 1000 1200 1400 1600 1800 FLOW( N 11 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary MACK FIRE PROTECTION Page 3 FedEx Calc Area 1 -Fire Zone 2-OH2 Above Date 4 16/12 Fitting Legend Abbrev. Name '% '/ 1 1'/4 1'/2 2 2'% 3 3Y2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45'Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 V 90'EII Firelock#001 0 0 0 1.5 2.2 3.5 4.3 5 0 6.8 8.5 10 13 0 0 0 0 0 0 0 X 90'Tee-BranchFirelock002 0 0 0 3.7 5.5 8.5 10.8 13 0 16 21 25 33 0 0 0 0 0 0 0 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with*. The fittings marked with a*show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a *will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary- STANDARD MACK FIRE PROTECTION Page 4 FedEx Calc Area 1 - Fire Zone 2-OH2 Above Date 4/16/12 Node Elevation K-Fact Pt Pn Flow Density Area Press K1- Actual Actual Req. A01 40.0 14 13.37 na 51.2 0.2 256 13.3 A02 40.0 14 13.86 na 52.11 0.2 256 13.3 A03 40.0 14 15.62 na 55.32 0.2 256 13.3 A04 40.0 14 19.51 na 61.84 0.2 256 13.3 A05 40.0 14 13.5 na 51.44 0.2 256 13.3 A06 40.0 14 13.98 na 52.35 0.2 256 13.3 A07 40.0 14 15.76 na 55.58 0.2 256 13.3 A08 40.0 14 19.69 na 62.12 0.2 256 13.3 A09 40.0 14 24.18 na 68.84 0.2 256 13.3 A10 40.0 14 25.01 na 70.01 0.2 256 13.3 101 R 40.0 23.42 na 102R 40.0 23.63 na 103R 40.0 26.67 na 101 39.0 27.76 na 102 39.0 28.01 na 103 39.0 28.77 na 104 39.0 37.56 na 105 39.0 39.33 na 106 39.0 41.99 na 107 39.0 44.64 na TR3 39.0 47.2 na U1 -9.0 73.59 na U2 -7.0 72.78 na U3 -9.0 73.74 na SC2 -9.0 73.9 na SRC 0.0 70.03 na BFP1 -9.0 70.02 na SC1 -9.0 73.72 na 250.0 The maximum velocity is 19.45 and it occurs in the pipe between nodes A08 and 102R Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams MACK FIRE PROTECTION Page 5 FedEx Calc Area 1 -Fire Zone 2-OH2 Above Date 4/16/12 Hyd. Qa Dia. Fitting Pipe Pt Pt Re . or ng s Pe FJV Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn A01 51.20 2.157 0.0 15.500 13.375 K Factor= 14.00 to 100.0 0.0 0.0 0.0 A02 51.2 0.0310 0.0 15.500 0.480 Vel= 4.50 A02 52.11 2.157 0.0 15.500 13.855 K Factor= 14.00 to 100.0 0.0 0.0 0.0 A03 103.31 0.1136 0.0 15.500 1.761 Vel = 9.07 A03 55.33 2.157 0.0 15.500 15.616 K Factor= 14.00 to 100.0 0.0 0.0 0.0 A04 158.64 0.2512 0.0 15.500 3.894 Vel= 13.93 A04 61.84 2.157 1X 7.466 1.000 19.510 K Factor= 14.00 to 100.0 0.0 7.465 0.0 101 R 220.48 0.4619 0.0 8.465 3.910 Vel= 19.36 0.0 220.48 23.420 K Factor= 45.56 A05 51.44 2.157 0.0 15.500 13.499 K Factor= 14.00 to 100.0 0.0 0.0 0.0 A06 51.44 0.0313 0.0 15.500 0.485 Vel = 4.52 A06 52.35 2.157 0.0 15.500 13.984 K Factor= 14.00 to 100.0 0.0 0.0 0.0 A07 103.79 0.1146 0.0 15.500 1.776 Vel = 9.11 A07 55.58 2.157 0.0 15.500 15.760 K Factor= 14.00 to 100.0 0.0 0.0 0.0 A08 159.37 0.2534 0.0 15.500 3.927 Vel= 13.99 A08 62.12 2.157 1X 7.466 1.000 19.687 K Factor= 14.00 to 100.0 0.0 7.465 0.0 102R 221.49 0.4658 0.0 8.465 3.943 Vel = 19.45 0.0 221.49 23.630 K Factor= 45.56 A09 68.84 2.157 0.0 15.500 24.178 K Factor= 14.00 to 100.0 0.0 0.0 0.0 A10 68.84 0.0536 0.0 15.500 0.831 Vel= 6.04 A10 70.01 2.157 1X 7.466 1.000 25.009 K Factor= 14.00 to 100.0 0.0 7.465 0.0 103R 138.85 0.1963 0.0 8.465 1.662 Vel = 12.19 0.0 138.85 26.671 K Factor= 26.89 101 R 220.48 2.157 1X 7.466 1.000 23.420 to 100.0 0.0 7.465 0.433 101 220.48 0.4618 0.0 8.465 3.909 Vel= 19.36 0.0 220.48 27.762 K Factor= 41.85 102R 221.49 2.157 1X 7.466 1.000 23.630 to 100.0 0.0 7.465 0.433 102 221.49 0.4658 0.0 8.465 3.943 Vel = 19.45 0.0 221.49 28.006 K Factor= 41.85 103R 138.85 2.157 1X 7.466 1.000 26.671 to 100.0 0.0 7.465 0.433 103 138.85 0.1963 0.0 8.465 1.662 Vel = 12.19 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams MACK FIRE PROTECTION Page 6 FedEx Calc Area 1 -Fire Zone 2-OH2 Above Date 4/16/12 Hyd. Qa Dia. Fitting Pipe Pt Pt UPI Fbig's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 138.85 28.766 K Factor= 25.89 101 220.48 4.26 0.0 14.500 27.762 to 100.0 0.0 0.0 0.0 102 220.48 0.0168 0.0 14.500 0.244 Vel = 4.96 102 221.48 4.26 0.0 12.500 28.006 to 100.0 0.0 0.0 0.0 103 441.96 0.0608 0.0 12.500 0.760 Vel= 9.95 103 138.85 4.26 1 V 6.39 80.840 28.766 to 100.0 0.0 6.390 0.0 104 580.81 0.1008 0.0 87.230 8.791 Vel= 13.07 104 0.0 6.357 0.0 123.580 37.557 to 100.0 0.0 0.0 0.0 105 580.81 0.0143 0.0 123.580 1.773 Vel= 5.87 105 0.0 6.357 1V 8.974 176,170 39.330 to 100.0 0.0 8.974 0.0 106 580.81 0.0143 0.0 185.144 2.656 Vel= 5.87 106 0.0 6.357 1 V 8.974 175.660 41.986 to 100.0 0.0 8.974 0.0 107 580.81 0.0143 0.0 184.634 2.649 Vel= 5.87 107 0.0 6.357 2V 17.947 160.500 44.635 to 100.0 0.0 17.947 0.0 TR3 580.81 0.0144 0.0 178.447 2.561 Vel= 5.87 TR3 0.0 6.357 1X 22.434 18.000 47.196 to 100.0 1 G 2.692 53.840 21.789 *Fixed loss= 1 BFP1 580.81 0.0143 1S 28.716 71.840 1.030 Vel= 5.87 1 Fsp 0.0 0.0 580.81 70.015 K Factor= 69.41 U1 202.53 12.34 2F 40.632 1120.330 73.589 to 140.0 1 T 93.767 134.399 -0.866 U2 202.53 0.0 0.0 1254.729 0.054 Vel = 0.54 0.0 202.53 72.777 K Factor= 23.74 U2 202.53 12.34 6F 121.897 2095.170 72.777 to 140.0 1 T 93.767 215.664 0.866 U3 202.53 0.0 0.0 2310.834 0.101 Vel= 0.54 U3 0.0 8.27 1T 55.354 449.090 73.744 to 140.0 0.0 55.354 0.0 SC2 202.53 0.0003 0.0 504.444 0.153 Vel = 1.21 SC2 0.0 12.34 1 T 93.767 688.500 73.897 to 140.0 0.0 93.767 -3.898 SRC 202.53 0.0 0.0 782.267 0.034 Vel = 0.54 0.0 202.53 70.033 K Factor= 24.20 BFP1 580.81 8.27 2F 28.468 205.250 70.015 to 140.0 1 E 28.468 63.262 3.000 *Fixed loss=3 U 1 580.81 0.0021 1 G 6.326 268.512 0.574 Vel = 3.47 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams MACK FIRE PROTECTION Page 7 FedEx Calc Area 1 -Fire Zone 2-OH2 Above Date 4/16/12 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref OF Ftng's Pe Pv .. Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn U1 -202.53 12.34 4F 81.265 775.000 73.589 to 140.0 1 T 93.767 175.032 0.0 SC1 378.28 0.0001 0.0 950.032 0.131 Vel = 1.01 SC1 250.00 12.34 1T 93.767 506.250 73.720 Qa=250 to 140.0 0.0 93.767 -3.898 SRC 628.28 0.0004 0.0 600.017 0.211 Vel= 1.69 0.0 628.28 70.033 K Factor= 75.08 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 1 5 INOU93TRIAL PARK PLACE MIIDDLETOWN, CT 06457 0: 860-632-8053 F: 860-632-B054 WWW.MACKF'IRE.COM PREPARED BY: WILLIAM SMITH C: BEao-8143-7979 SMITH%A MACKFIRE.COM �Mw WL MACK FIRE PROTECTION 15 INDUSTRIAL PARK PLACE MIDDLETOWN, CT 06457 WWW.MACKFIRE.COM 860-632-8053 Job Name FedEx Calc Area 2-Fire Zone 5-OH2 Above Building FP6 Location 40 Kennedy Road, South Windsor, CT System 2 Contract Data File Calc 2.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 MACK FIRE PROTECTION Page 1 FedEx Calc Area 2-Fire Zone 5-OH2 Above Date 4/16/12 HYDRAULIC CALCULATIONS r Project name: FedEx Ground Location: 40 Kennedy Road, South Windsor, CT Drawing no: FP6 Date: 5/2/12 Design Remote area number. 2 Remote area location: North Side Zone 5 Occupancy classification: OH2 Density. .20-Gpm/SgFt Area of application: 1950-SgFt Coverage per sprinkler: 256-SgFt Type of sprinklers calculated. VICTAULIC V3425 SR 2860 BRASS UPRIGHT No. of sprinklers calculated: 9 In-rack demand. -GPM Hose streams: 250-GPM Total water required(including hose streams): 766-GPM @ 65-Psi Type of system: DRY Volume of dry or preaction system: 1605-Gal Water supply information Date: 7/17/2009 Location: SULLIVAN AVE Source: CT WATER Name of contractor: Address: Phone number: Name of designer. Authority having jurisdiction: Notes:(Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) MACK FIRE PROTECTION Page 2 FedEx Calc Area 2-Fire Zone 5-OH2 Above Date 4 16/12 City Water Supply: Demand: C1 -Static Pressure : 76 D1 -Elevation 17.324 C2- Residual Pressure: 70 D2-System Flow 515.417 C2-Residual Flow 1900 D2-System Pressure 64.392 Hose( Demand ) 250 D3-System Demand 765.417 Safety Margin 10.4 2 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 Vz C2 R 60 F=D1 E 50 40 30 20 LD 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW N ^ 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary MACK FIRE PROTECTION Page 3 FedEx Calc Area 2-Fire Zone 5-OH2 Above Date 4 16/12 Fitting Legend end Abbrev. Name %2 3/< 1 1'% 1'/: 2 2'/Z 3 3'/z 4 5 6 8 10 12 14 16 18 20 24 Avc Alarm Vic 751 0 0 0 0 3 9 8 17 0 21 0 22 50 0 0 0 0 0 0 0 Bvcb B Fly Vic 705W 0 0 0 0 0 0 5 5 0 12 12 8 11 12 14 0 0 0 0 0 E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45'Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 V 90'EII Firelock#001 0 0 0 1.5 2.2 3.5 4.3 5 0 6.8 8.5 10 13 0 0 0 0 0 0 0 X 90'Tee-BranchFirelock002 0 0 0 3.7 5.5 8.5 10.8 13 0 16 21 25 33 0 0 0 0 0 0 0 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with*. The fittings marked with a*show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a *will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD MACK FIRE PROTECTION Page 4 FedEx Calc Area 2-Fire Zone 5-OH2 Above Date 4/16/12 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Aetual R.4. B01 40.0 14 13.37 na 51.2 0.2 256 13.3 B02 40.0 14 13.87 na 52.14 0.2 256 13.3 B03 40.0 14 15.69 na 55.45 0.2 256 13.3 B04 40.0 .14 19.46 na 61.77 0.2 256 13.3 B05 40.0 14 13.5 na 51.44 0.2 256 13.3 BO6 40.0 14 14.0 na 52.38 0.2 256 13.3 B07 40.0 14 15.83 na 55.71 0.2 256 13.3 B08 40.0 14 19.64 na 62.05 0.2 256 13.3 B09 40.0 14 27.4 na 73.28 0.2 256 13.3 201 R 40.0 23.38 na 202R 40.0 23.59 na 203R 40.0 27.91 na 201 39.0 27.72 na 202 39.0 27.97 na 203 39.0 28.85 na 204 39.0 37.29 na U1 -9.0 68.05 na TR5 39.0 42.6 na BFP2 2.0 59.86 na BR2 -7.0 66.91 na U2 -7.0 67.08 na U3 -9.0 68.06 na SC2 -9.0 68.25 na SRC 0.0 64.39 na BR1 -9.0 65.05 na SC1 -9.0 68.13 na 250.0 The maximum velocity is 19.45 and it occurs in the pipe between nodes B08 and 202R Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams MACK FIRE PROTECTION Page 5 FedEx Calc Area 2-Fire Zone 5-OH2 Above Date 4/16/12 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "ellNotes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn B01 51.20 2.157 0.0 16.000 13.375 K Factor= 14.00 to 100.0 0.0 0.0 0.0 B02 51.2 0.0310 0.0 16.000 0.496 Vel= 4.50 B02 52.14 2.157 0.0 16.000 13.871 K Factor= 14.00 to 100.0 0.0 0.0 0.0 B03 103.34 0.1137 0.0 16.000 1.819 Val= 9.07 B03 55.45 2.157 0.0 15.000 15.690 K Factor= 14.00 to 100.0 0.0 0.0 0.0 B04 158.79 0.2517 0.0 15.000 3.775 Vel = 13.94 B04 61.77 2.157 1X 7.466 1.000 19.465 K Factor= 14.00 to 100.0 0.0 7.465 0.0 201 R 220.56 0.4621 0.0 8.465 3.912 Vel = 19.36 0.0 220.56 23.377 K Factor= 45.62 B05 51.44 2.157 0.0 16.000 13.499 K Factor= 14.00 to 100.0 0.0 0.0 0.0 B06 51.44 0.0313 0.0 16.000 0.501 Vel = 4.52 B06 52.38 2.157 0.0 16.000 14.000 K Factor= 14.00 to 100.0 0.0 0.0 0.0 B07 103.82 0.1146 0.0 16.000 1.834 Val = 9.12 B07 55.71 2.157 0.0 15.000 15.834 K Factor= 14.00 to 100.0 0.0 0.0 0.0 B08 159.53 0.2539 0.0 15.000 3.808 Vel= 14.01 B08 62.05 2.157 1X 7.466 1.000 19.642 K Factor= 14.00 to 100.0 0.0 7.465 0.0 202R 221.58 0.4662 0.0 8.465 3.946 Vel = 19.45 0.0 221.58 23.588 K Factor= 45.62 B09 73.28 2.157 1X 7.466 1.000 27.397 K Factor= 14.00 to 100.0 0.0 7.465 0.0 203R 73.28 0.0601 0.0 8.465 0.509 Val = 6.43 0.0 73.28 27.906 K Factor= 13.87 201 R 220.56 2.157 1 X 7.466 1.000 23.377 to 100.0 0.0 7.465 0.433 201 220.56 0.4623 0.0 8.465 3.913 Val = 19.36 0.0 220.56 27.723 K Factor= 41.89 202R 221.58 2.157 1X 7.466 1.000 23.588 to 100.0 0.0 7.465 0.433 202 221.58 0.4660 0.0 8.465 3.945 Val = 19.45 0.0 221.58 27.966 K Factor= 41.90 203R 73.28 2.157 1X 7.466 1.000 27.906 to 100.0 0.0 7.465 0.433 203 73.28 0.0602 0.0 8.465 0.510 Vel = 6.43 0.0 73.28 28.849 K Factor= 13.64 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams MACK FIRE PROTECTION Page 6 FedEx Calc Area 2-Fire Zone 5-OH2 Above Date 4/16/12 Hyd. Qa Dia. Fitting Pipe Pt Pt Refl. Ile., e Vv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 201 220.56 4.26 0.0 14.500 27.723 to 100.0 0.0 0.0 0.0 202 220.56 0.0168 0.0 14.500 0.243 Val = 4.96 202 221.58 4.26 0.0 14.500 27.966 to 100.0 0.0 0.0 0.0 203 442.14 0.0609 0.0 14.500 0.883 Vel = 9.95 203 73.28 4.26 1X 15.036 89.500 28.849 to 100.0 0.0 15.035 0.0 204 515.42 0.0808 0.0 104.535 8.446 Vel = 11.60 204 0.0 6.357 2V 17.947 443.090 37.295 to 100.0 0.0 17.947 0.0 TR5 515.42 0.0115 0.0 461.037 5.303 Vel = 5.21 0.0 515.42 42.598 K Factor= 78.97 U1 -291.16 12.34 2F 40.632 1120.330 68.049 to 140.0 1T 93.767 134.399 -0.866 U2 -291.16 -0.0001 0.0 1254.729 -0.106 Vel = 0.78 0.0 -291.16 67.077 K Factor=-35.55 TR5 515.42 6.357 1X 22.434 40.170 42.598 to 100.0 2V 17.947 67.300 16.025 BFP2 515.42 0.0115 1 Bvcb 7.179 107.470 1.236 Vel = 5.21 1 Avc 19.742 BFP2 0.0 6.357 1V 12.573 6.000 59.859 to 120.0 0.0 12.573 6.898 *Fixed loss=3 BR2 515.42 0.0082 0.0 18.573 0.152 Vel= 5.21 BR2 0.0 8.27 1T 55.354 36.000 66.909 to 140.0 1 G 6.326 61.680 0.0 U2 515.42 0.0017 0.0 97.680 0.168 Vel = 3.08 U2 -291.16 12.34 6F 121.897 2095.170 67.077 to 140.0 1T 93.767 215.664 0.866 U3 224.26 0.0001 0.0 2310.834 0.121 Vel = 0.60 U3 0.0 8.27 1T 55.354 449.090 68.064 to 140.0 0.0 55.354 0.0 SC2 224.26 0.0004 0.0 504.444 0.185 Vel = 1.34 SC2 0.0 12.34 1T 93.767 688.500 68.249 to 140.0 0.0 93.767 -3.898 SRC 224.26 0.0001 0.0 782.267 0.041 Vel = 0.60 0.0 224.26 64.392 K Factor= 27.95 BR1 0.0 8.27 2F 28.468 205.250 65.049 to 140.0 1 E 28.468 63.262 3.000 *Fixed loss=3 U 1 0.0 0.0 1 G 6.326 268.512 0.0 Vel =0 U1 291.16 12.34 4F 81.265 775.000 68.049 to 140.0 1T 93.767 175.032 0.0 SC1 291.16 0.0001 0.0 950.032 0.081 Vel = 0.78 SC1 250.00 12.34 1T 93.767 506.250 68.130 Qa=250 to 140.0 0.0 93.767 -3.898 SRC 541.16 0.0003 0.0 600.017 0.160 Vel= 1.45 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams MACK FIRE PROTECTION Page 7 FedEx Calc Area 2 -Fire Zone 5-OH2 Above Date 4/16/12 Hyd. Qa Dia. Fitting Pipe Pt Pt Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 541.16 64.392 K Factor= 67.44 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I 5 INDUSYRIAL PARK PLACE MIDDLETOWM, CT 064S7 O: 860-632-6053 F: 860-632-BO54 WWW.MACKF-IRF-.COM PREPARED BY: WILLIAM SMITH C: C360-8 11 9-7979 SMITH@�MACKF IRE.COM MACK FIRE PROTECTION 15 INDUSTRIAL PARK PLACE MIDDLETOWN,CT 06457 WWW.MACKFIRE.COM 860-632-8053 Job Name FedEx Calc Area 3-Fire Zone 1 -01-11/01-12 Building FP2 Location 40 Kennedy Road, South Windsor, CT System 3 Contract Data File Calc 3.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 MACK FIRE PROTECTION Page 1 FedEx Calc Area 3-Fire Zone 1 -OH1/OH2 Date 4/16/12 HYDRAULIC CALCULATIONS for Project name: FedEx Ground Location: 40 Kennedy Road, South Windsor, CT Drawing no: FP2 Date: 5/2/12 Design Remote area number: 3 Remote area location: South Side Zone 1 Occupancy classification: OH 1/OH2 Density. .15/.20-Gpm/SgFt Area of application: 1950-SgFt Coverage per sprinkler: 130-SgFt Type of sprinklers calculated: VICTAULIC V2704 V2708 QR 155° UPR/PEN No. of sprinklers calculated. 18 In-rack demand: -GPM Hose streams: 250-GPM Total water required(including hose streams): 748-GPM @ 58- Psi Type of system: DRY Volume of dry or preaction system: 1360-Gal Water supply information Date: 7/17/2009 Location: SULLIVAN AVE Source: CT WATER Name of contractor: Address: Phone number. Name of designer: Authority having jurisdiction: Notes:(Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) . MACK FIRE PROTECTION Page 2 FedEx Calc Area 3-Fire Zone 1 -OH1/OH2 Date 4 16/12 City Water Supply: Demand: C1 -Static Pressure : 76 D1 - Elevation 6.49 C2-Residual Pressure: 70 D2-System Flow 497.155 C2-Residual Flow 1900 D2-System Pressure 57.3 4 Hose( Demand ) 250 D3-System Demand 747.155 Safety Margin 17.5 9 150 140 130 P 120 R 110 E 100 S 90 S 80 C2 U 70 R 60 E 50 D3 40 30 20 10 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW N ^ 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary . MACK FIRE PROTECTION Page 3 FedEx Calc Area 3-Fire Zone 1 -OH1/OH2 Date 4 16/12 Fitting Legend Abbrev. Name '/2 '/< 1 1'/< 1%2 2 2/2 3 3'% 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45'Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 V 90'EII Firelock#001 0 0 0 1.5 2.2 3.5 4.3 5 0 6.8 8.5 10 13 0 0 0 0 0 0 0 X 90'Tee-BranchFirelock002 0 0 0 3.7 5.5 8.5 10.8 13 0 16 21 25 33 0 0 0 0 0 0 0 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with*. The fittings marked with a*show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a *will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD MACK FIRE PROTECTION Page 4 FedEx Calc Area 3-Fire Zone 1 -OH1/OH2 Date 4/16/12 Node Elevation K-Fact Pt Pn Flow Density Area Press C01 15.0 5.6 25.99 na 28.55 0.15 130 7.0 CO2 15.0 5.6 26.91 na 29.05 0.15 130 7.0 CO3 15.0 5.6 28.24 na 29.76 0.15 130 7.0 C04 15.0 5.6 21.56 na 26.0 0.2 130 7.0 C05 15.0 5.6 22.41 na 26.51 0.2 130 7.0 C06 15.0 5.6 25.18 na 28.1 0.2 130 7.0 C07 15.0 5.6 28.18 na 29.73 0.2 130 7.0 C08 15.0 5.6 21.67 na 26.07 0.2 130 7.0 C09 15.0 5.6 22.53 na 26.58 0.2 130 7.0 C10 15.0 5.6 25.31 na 28.17 0.2 130 7.0 C11 15.0 5.6 28.32 na 29.8 0.2 130 7.0 C12 9.0 5.6 21.26 na 25.82 0.15 106 7.0 C13 9.0 5.6 21.82 na 26.16 0.15 96 7.0 C14 9.0 5.6 24.5 na 27.72 0.15 123 7.0 C15 9.0 5.6 28.94 na 30.12 0.15 123 7.0 C16 9.0 5.6 21.08 na 25.71 0.15 106 7.0 C17 9.0 5.6 21.64 na 26.05 0.15 96 7.0 C18 9.0 5.6 23.66 na 27.24 0.15 124 7.0 304 10.0 23.15 na 305 10.0 23.76 na 306 10.0 26.71 na 308 10.0 31.59 na 309 10.0 22.95 na 310 10.0 23.56 na 311 10.0 25.79 na 301 14.0 29.48 na 302 14.0 29.51 na 303 10.0 31.39 na 307 10.0 32.26 na 312 10.0 32.83 na 313 10.0 37.03 na 314 39.0 27.29 na 315 39.0 29.58 na 316 39.0 32.07 na TR4 39.0 35.02 na U1 -9.0 61.01 na U2 -7.0 60.19 na U3 -9.0 61.13 na SC2 -9.0 61.25 na SRC 0.0 57.38 na BFP1 -9.0 57.58 na SC1 -9.0 61.11 na 250.0 The maximum velocity is 17.1 and it occurs in the pipe between nodes 306 and 307 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations- Hazen-Williams MACK FIRE PROTECTION Page 5 FedEx Calc Area 3-Fire Zone 1 -OH1/OH2 Date 4/16/12 Hyd. Qa Dia. Fitting Pipe Pt Pt Point Qt Pf/Ft Eqv. Ln. Total Pf Pn C01 28.55 1.38 0.0 10.000 25.986 K Factor= 5.60 to 100.0 0.0 0.0 0.0 CO2 28.55 0.0927 0.0 10.000 0.927 Vel = 6.12 CO2 29.05 1.38 1T 4.282 2.000 26.913 K Factor= 5.60 to 100.0 0.0 4.282 0.433 301 57.6 0.3394 0.0 6.282 2.132 Vel = 12.36 0.0 57.60 29.478 K Factor= 10.61 CO3 29.76 1.38 0.0 8.000 28.244 K Factor= 5.60 to 100.0 0.0 0.0 0.433 301 29.76 0.1001 0.0 8.000 0.801 Vel = 6.38 0.0 29.76 29.478 K Factor= 5.48 C04 26.00 1.38 0.0 11.000 21.556 K Factor= 5.60 to 100.0 0.0 0.0 0.0 C05 26.0 0.0779 0.0 11.000 0.857 Vel = 5.58 C05 26.51 1.442 0.0 12.000 22.413 K Factor= 5.60 to 100.0 0.0 0.0 0.0 C06 52.51 0.2309 0.0 12.000 2.771 Vel= 10.32 C06 28.10 1.442 1T 5.304 2.330 25.184 K Factor= 5.60 to 100.0 0.0 5.304 0.433 302 80.61 0.5103 0.0 7.634 3.896 Vel = 15.84 0.0 80.61 29.513 K Factor= 14.84 C07 29.73 1.38 0.0 9.000 28.182 K Factor= 5.60 to 100.0 0.0 0.0 0.433 302 29.73 0.0998 0.0 9.000 0.898 Vel = 6.38 0.0 29.73 29.513 K Factor= 5.47 C08 26.07 1.38 0.0 11.000 21.668 K Factor= 5.60 to 100.0 0.0 0.0 0.0 C09 26.07 0.0783 0.0 11.000 0.861 Vel= 5.59 C09 26.58 1.442 0.0 12.000 22.529 K Factor=5.60 to 100.0 0.0 0.0 0.0 C10 52.65 0.2320 0.0 12.000 2.784 Vel = 10.34 C10 28.17 1.442 1T 5.304 2.330 25.313 K Factor=5.60 to 100.0 0.0 5.304 2.166 303 80.82 0.5127 0.0 7.634 3.914 Vel= 15.88 0.0 80.82 31.393 K Factor= 14.42 C11 29.80 1.38 0.0 9.000 28.325 K Factor=5.60 to 100.0 0.0 0.0 2.166 303 29.8 0.1002 0.0 9.000 0.902 Vel = 6.39 0.0 29.80 31.393 K Factor= 5.32 C12 25.82 1.049 2E 2.855 1.500 21.261 K Factor=5.60 to 100.0 1 T 3.568 6.423 -0.433 304 25.82 0.2926 0.0 7.923 2.318 Vel = 9.59 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams MACK FIRE PROTECTION Page 6 FedEx Calc Area 3-Fire Zone 1 -OH1/OH2 Date 4/16/12 Hyd. Qa Dia. Fitting Pipe Pt Pt Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 25.82 23.146 K Factor= 5.37 C13 26.16 1.049 2E 2.855 1.500 21.821 K Factor= 5.60 to 100.0 IT 3.568 6.423 -0.433 305 26.16 0.2995 0.0 7.923 2.373 Vel= 9.71 0.0 26.16 23.761 K Factor= 5.37 C14 27.72 1.049 2E 2.855 1.500 24.500 K Factor= 5.60 to 100.0 IT 3.568 6.423 -0.433 306 27.72 0.3335 0.0 7.923 2.642 Vel= 10.29 0.0 27.72 26.709 K Factor= 5.36 C15 30.12 1.049 2E 2.855 1.500 28.938 K Factor= 5.60 to 100.0 IT 3.568 6.423 -0.433 308 30.12 0.3890 0.0 7.923 3.082 Vel = 11.18 0.0 30.12 31.587 K Factor= 5.36 C16 25.71 1.049 2E 2.855 1.500 21.083 K Factor= 5.60 to 100.0 IT 3.568 6.423 -0.433 309 25.71 0.2902 0.0 7.923 2.299 Vel= 9.54 0.0 25.71 22.949 K Factor= 5.37 C17 26.05 1.049 2E 2.855 1.500 21.637 K Factor= 5.60 to 100.0 IT 3.568 6.423 -0.433 310 26.05 0.2974 0.0 7.923 2.356 Vel = 9.67 0.0 26.05 23.560 K Factor= 5.37 C18 27.24 1.049 2E 2.855 1.500 23.662 K Factor= 5.60 to 100.0 IT 3.568 6.423 -0.433 311 27.24 0.3230 0.0 7.923 2.559 Vel= 10.11 0.0 27.24 25.788 K Factor= 5.36 304 25.82 1.38 0.0 8.000 23.146 to 100.0 0.0 0.0 0.0 305 25.82 0.0769 0.0 8.000 0.615 Vel = 5.54 305 26.16 1.38 0.0 10.500 23.761 to 100.0 0.0 0.0 0.0 306 51.98 0.2808 0.0 10.500 2.948 Vel = 11.15 306 27.72 1.38 1X 2.641 6.330 26.709 to 100.0 0.0 2.641 0.0 307 79.7 0.6189 0.0 8.971 5.552 Vel = 17.10 0.0 79.70 32.261 K Factor= 14.03 308 30.12 1.38 0.0 6.580 31.587 to 100.0 0.0 0.0 0.0 307 30.12 0.1024 0.0 6.580 0.674 Vel= 6.46 0.0 30.12 32.261 K Factor= 5.30 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams MACK FIRE PROTECTION Page 7 FedEx Calc Area 3-Fire Zone 1 -OH1/OH2 Date 4/16/12 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref "G" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 309 25.71 1.38 0.0 8.000 22.949 to 100.0 0.0 0.0 0.0 310 25.71 0.0764 0.0 8.000 0.611 Vel= 5.51 310 26.05 1.38 0.0 8.000 23.560 to 100.0 0.0 0.0 0.0 311 51.76 0.2785 0.0 8.000 2.228 Vel= 11.10 311 27.24 1.38 1 X 2.641 8.920 25.788 to 100.0 0.0 2.641 0.0 312 79.0 0.6089 0.0 11.561 7.040 Vel = 16.95 0.0 79.00 32.828 K Factor= 13.79 301 87.36 4.26 0.0 11.660 29.478 to 100.0 0.0 0.0 0.0 302 87.36 0.0030 0.0 11.660 0.035 Vel= 1.97 302 110.34 4.26 0.0 10.750 29.513 to 100.0 0.0 0.0 1.732 303 197.7 0.0138 0.0 10.750 0.148 Vel = 4.45 303 110.63 4.26 2V 12.78 15.000 31.393 to 100.0 0.0 12.780 0.0 307 308.33 0.0312 0.0 27.780 0.868 Vel = 6.94 307 109.82 4.26 0.0 10.330 32.261 to 100.0 0.0 0.0 0.0 312 418.15 0.0549 0.0 10.330 0.567 Vel = 9.41 312 79.01 4.26 1X 15.036 40.580 32.828 to 100.0 0.0 15.035 0.0 313 497.16 0.0756 0.0 55.615 4.203 Vel= 11.19 313 0.0 4.26 1 V 6.39 30.840 37.031 to 100.0 0.0 6.390 -12.560 314 497.16 0.0756 0.0 37.230 2.814 Vel= 11.19 314 0.0 4.26 1 V 6.39 24.000 27.285 to 100.0 0.0 6.390 0.0 315 497.16 0.0756 0.0 30.390 2.297 Vel = 11.19 315 0.0 4.26 1 X 15.036 17.920 29.582 to 100.0 0.0 15.035 0.0 316 497.16 0.0756 0.0 32.955 2.491 Vel = 11.19 316 0.0 6.357 3V 26.921 246.830 32.073 to 100.0 0.0 26.921 0.0 TR4 497.16 0.0108 0.0 273.751 2.945 Vel = 5.03 TR4 0.0 6.357 1X 22.434 18.000 35.018 to 100.0 1 G 2.692 53.840 21.789 *Fixed loss= 1 BFP1 497.16 0.0108 1 S 28.716 71.840 0.773 Vel = 5.03 1 Fsp 0.0 0.0 497.16 57.580 K Factor= 65.52 U 1 178.53 12.34 2 F 40.632 1120.330 61.011 to 140.0 1 T 93.767 134.399 -0.866 U2 178.53 0.0 0.0 1254.729 0.043 Vel= 0.48 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams MACK FIRE PROTECTION Page 8 FedEx Calc Area 3-Fire Zone 1 -OH1/OH2 Date 4/16/12 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "G" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 178.53 60.188 K Factor= 23.01 U2 178.53 12.34 6F 121.897 2095.170 60.188 to 140.0 1 T 93.767 215.664 0.866 U3 178.53 0.0 0.0 2310.834 0.079 Vel= 0.48 U3 0.0 8.27 1T 55.354 449.090 61.133 to 140.0 0.0 55.354 0.0 SC2 178.53 0.0002 0.0 504.444 0.122 Vel = 1.07 SC2 0.0 12.34 1 T 93.767 688.500 61.255 to 140.0 0.0 93.767 -3.898 SRC 178.53 0.0 0.0 782.267 0.027 Vel = 0.48 0.0 178.53 57.384 K Factor= 23.57 BFP1 497.16 8.27 2F 28.468 205.250 57.580 to 140.0 1 E 28.468 63.262 3.000 *Fixed loss=3 U 1 497.16 0.0016 1 G 6.326 268.512 0.431 Vel = 2.97 U1 -178.54 12.34 4F 81.265 775.000 61.011 to 140.0 1 T 93.767 175.032 0.0 SC1 318.62 0.0001 0.0 950.032 0.095 Vel = 0.85 SC1 250.00 12.34 1T 93.767 506.250 61.106 Qa=250 to 140.0 0.0 93.767 -3.898 SRC 568.62 0.0003 0.0 600.017 0.176 Vel= 1.53 0.0 568.62 57.384 K Factor= 75.06 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087