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HomeMy WebLinkAbout45 South Satellite - Building Plans &amp; DrQ Q 0 Mack Fire Protection 15 Industrial Park Place 4 Middletown, CT 06457 860-632-8053 LIC.NO 00039QSTATEOF BRIAN Job Name Sullivan Tire Bui ding FP-1 Location 45 South Satellite Road, South Windsor System 1 Contract Data File Sullivan Tire Area 1.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C Mack Fire Protection Page 2 Sullivan Tire Date City Water Supply: Demand: C1 - Static Pressure : 84 D1 - Elevation 9. 052 C2 - Residual Pressure: 78 D2 - System Flow 1184. 68 C2 - Residual Flow 1300 D2 - System Pressure 67. 021 Hose ( Demand ) 250 D3 - System Demand : 1434. 68 Safety Margin 9. 779 150 140 130 p 120 R 110 E 100 S 90 S $ 0 C2 U 70 R 60 D3 E 50 40 30 20 10 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW( N " 1. 85 ) Computer Programs by Hydratec Inc. Route 111 Windham N. H. USA 03087 Pressure / Flow Summary - STANDARD Mack Fire Protection Page 4 Sullivan Tire Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. _ Actual Actual Req. S103 15.9 25.2 15.0 na 97.6 1.0 1 15.0 S104 15.98 25.2 15.13 na 98.03 1.0 1 15.0 1 16.41 19.09 na 2 14.75 21.01 na 3 14.75 21.04 na 4 14.75 21.12 na 5 14.75 21.29 na 6 14.75 21.53 na 7 14.75 21.78 na 8 14.75 22.08 na 9 14.75 22.41 na A 14.75 22.53 na RT 17.02 41.55 na RB 2.5 51.56 na UG1 1.0 61.52 na UG2 10.0 68.38 na 250.0 TEST 5.0 67.02 na S102 15.82 25.2 15.01 na 97.62 1.0 1 15.0 S101 15.74 25.2 15.06 na 97.79 1.0 1 15.0 10 15.63 15.53 na 11 13.96 16.63 na 12 13.96 16.85 na 13 13.96 17.7 na 14 13.96 19.53 na 15 13.96 20.71 na 16 13.96 21.35 na 17 13.96 21.75 na 18 13.96 21.95 na 19 13.96 22.01 na 20 15.63 21.38 na 21 16.41 21.69 na 22 14.75 22.52 na 23 15.63 15.72 na S105 15.74 25.2 15.21 na 98.29 1.0 1 15.0 S106 15.82 25.2 15.16 na 98.1 1.0 1 15.0 S107 15.9 25.2 15.15 na 98.07 1.0 1 15.0 S108 15.98 25.2 15.29 na 98.54 1.0 1 15.0 24 16.41 19.15 na 25 15.63 16.46 na S109 15.74 25.2 15.84 na 100.28 1.0 1 15.0 S110 15.82 25.2 15.76 na 100.05 1.0 1 15.0 S111 15.9 25.2 15.74 na 99.97 1.0 1 15.0 S112 15.98 25.2 15.85 na 100.34 1.0 1 15.0 26 16.41 19.34 na 27 15.63 19.06 na 28 16.41 20.29 na 29 15.63 20.12 na 30 16.41 20.65 na 31 15.63 20.72 na 32 16.41 20.96 na 33 15.63 21.11 na 34 16.41 21.27 na 35 15.63 21.32 na 36 16.41 21.58 na The maximum velocity is 17.62 and it occurs in the pipe between nodes 13 and 14 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Mack Fire Protection Page 6 Sullivan Tire Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 1434.68 67.021 K Factor= 175.25 S103 52.87 3.26 0.0 9.330 15.000 to 120.0 0.0 0.0 0.035 S102 52.87 -0.0032 0.0 9.330 0.030 Vel = 2.03 S102 97.62 3.26 0.0 8.000 15.005 K Factor= 25.20 to 120.0 0.0 0.0 0.035 S101 44.75 0.0022 0.0 8.000 0.018 Vel = 1.72 S101 97.79 3.26 X 17.471 4.260 15.058 K Factor=25.20 to 120.0 0.0 17.471 0.048 10 142.54 0.0197 0.0 21.731 0.428 Vel = 5.48 10 0.0 3.26 X 17.471 1.670 15.534 to 120.0 0.0 17.471 0.723 11 142.54 0.0197 0.0 19.141 0.377 Vel = 5.48 11 0.0 3.26 0.0 10.750 16.634 to 120.0 0.0 0.0 0.0 12 142.54 0.0196 0.0 10.750 0.211 Vel = 5.48 12 147.94 3.26 0.0 11.580 16.845 to 120.0 0.0 0.0 0.0 13 290.48 0.0735 0.0 11.580 0.851 Vel = 11.17 13 167.90 3.26 0.0 10.760 17.696 to 120.0 0.0 0.0 0.0 14 458.38 0.1708 0.0 10.760 1.838 Vel = 17.62 14 112.94 3.26 0.0 11.570 19.534 to 120.0 0.0 0.0 0.0 15 345.44 0.1012 0.0 11.570 1.171 Vel = 13.28 15 82.06 3.26 0.0 10.580 20.705 to 120.0 0.0 0.0 0.0 16 263.38 0.0613 0.0 10.580 0.649 Vel = 10.12 16 65.61 3.26 0.0 11.080 21.354 to 120.0 0.0 0.0 0.0 17 197.77 0.0360 0.0 11.080 0.399 Vel = 7.60 17 60.99 3.26 0.0 10.570 21.753 to 120.0 0.0 0.0 0.0 18 136.78 0.0183 0.0 10.570 0.193 Vel = 5.26 18 67.11 3.26 0.0 11.570 21.946 to 120.0 0.0 0.0 0.0 19 69.67 0.0053 0.0 11.570 0.061 Vel = 2.68 19 0.0 3.26 X 17.471 1.670 22.007 to 120.0 0.0 17.471 0.723 20 69.67 0.0052 0.0 19.141 0.100 Vel = 2.68 20 0.0 3.26 2X 34.943 88.170 21.384 to 120.0 0.0 34.943 0.338 21 69.67 0.0052 0.0 123.113 0.644 Vel = 2.68 21 0.0 3.26 T 20.159 1.660 21.690 to 120.0 0.0 20.159 0.719 22 69.67 0.0053 0.0 21.819 0.115 Vel = 2.68 22 0.0 6.357 0.0 8.080 22.524 to 120.0 0.0 0.0 0.0 A 69.67 0.0001 0.0 8.080 0.001 Vel = 0.70 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Mack Fire Protection Page 8 Sullivan Tire Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 14 112.94 3.26 X 17.471 1.670 19.534 to 120.0 0.0 17.471 0.723 27 112.94 0.0128 0.0 19.141 0.245 Vel = 4.34 27 0.0 3.26 2X 34.943 88.170 19.056 to 120.0 0.0 34.943 0.338 28 112.94 0.0128 0.0 123.113 1.575 Vel = 4.34 28 0.0 3.26 T 20.159 1.660 20.293 to 120.0 0.0 20.159 0.719 5 112.94 0.0128 0.0 21.819 0.280 Vel = 4.34 0.0 112.94 21.292 K Factor= 24.48 15 82.06 3.26 X 17.471 1.670 20.705 to 120.0 0.0 17.471 0.723 29 82.06 0.0071 0.0 19.141 0.136 Vel = 3.15 29 0.0 3.26 2X 34.943 88.170 20.118 to 120.0 0.0 34.943 0.338 30 82.06 0.0071 0.0 123.113 0.872 Vel = 3.15 30 0.0 3.26 T 20.159 1.660 20.652 to 120.0 0.0 20.159 0.719 6 82.06 0.0071 0.0 21.819 0.155 Vel = 3.15 0.0 82.06 21.526 K Factor= 17.69 16 65.61 3.26 X 17.471 1.670 21.354 to 120.0 0.0 17.471 0.723 31 65.61 0.0046 0.0 19.141 0.089 Vel = 2.52 31 0.0 3.26 2X 34.943 88.170 20.720 to 120.0 0.0 34.943 0.338 32 65.61 0.0047 0.0 123.113 0.577 Vel = 2.52 32 0.0 3.26 T 20.159 1.660 20.959 to 120.0 0.0 20.159 0.719 7 65.61 0.0047 0.0 21.819 0.102 Vel = 2.52 0.0 65.61 21.780 K Factor= 14.06 17 60.99 3.26 X 17.471 1.670 21.753 to 120.0 0.0 17.471 0.723 33 60.99 0.0041 0.0 19.141 0.078 Vel = 2.34 33 0.0 3.26 2X 34.943 88.170 21.108 to 120.0 0.0 34.943 0.338 34 60.99 0.0041 0.0 123.113 0.504 Vel = 2.34 34 0.0 3.26 T 20.159 1.660 21.274 to 120.0 0.0 20.159 0.719 8 60.99 0.0041 0.0 21.819 0.090 Vel = 2.34 0.0 60.99 22.083 K Factor= 12.98 18 67.11 3.26 X 17.471 1.670 21.946 to 120.0 0.0 17.471 0.723 35 67.11 0.0049 0.0 19.141 0.093 Vel = 2.58 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Brian Sargent From: Sipala, Joseph < jsipala@themdc. com> Sent: Friday, August 19, 2016 1: 53 PM To: Brian Sargent S. NUTMEG RD 500' N/ 0 SATELLITE RD MUEL IMP 2 1/ 2 84 78 60 1300 02/ 10/ 16 MUELLER S. NUTMEG @ S. SATELLITE IMP. 2 1/ 2 82 64 46- 46 2280 05/ 06/ 97 S. NUTMEG RD# 330 WATEROUS 2 1/ 2 80 65 52 1210 09/ 11/ 03 S. NUTMEG RD# 330 WATEROUS 2 1/ 2 80 65 52 1210 07/ 12/ 07 Joe Sipala Utility Service Tech 125 Maxim Rd Hartford Ct 06114 860- 278- 7850 ext 3608 Fax 860- 251- 8350 This message has been scanned for viruses and dangerous content by E. F. A. Project, and is believed to be clean. i Lot No. -- aC/i HO.No. CF)P A%/ C/;7/—IA!Z Town -lcs 1(,IiAlbApplicationv)"!Z/ Acca nt No. /=/[/ OOwnerX1F,ee-6,R ry fc t Date Foreman L dL'STc- Q' v h`Soii A G 04 14$ Depth of Main Size Map No. Xg-q 2.ems' 0 c4:ra D 9 J i h ry4 rJ O h !y Pipe MN,.r By VUTM 7. Photo 1 Metropolitan District Doc ID : MDC 222621