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150 Strong Road - Building Plans & Drawi (4)
Fittings Used Summary ALLSTATE FIRE SYSTEMS Page 3 OLD DOMINION Date Fitting Legend Abbrev. Name '/z % 1 1% 1% 2 2'% 3 3% 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 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 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 Valve 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 130 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 Zai Ames 4000SS Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) ALLSTATE FIRE SYSTEMS Page 2 OLD DOMINION Date City Water Supply: Demand: C1 -Static Pressure 88 D1 - Elevation 10.685 C2 - Residual Pressure: 70 D2 -System Flow 260.242 C2 - Residual Flow 2040 D2 -System Pressure 74.965 Hose (Adj City) Hose ( Demand ) 100 D3-System Demand 360.242 Safety Margin 12.307 150 140 130 P 120 R 110 E 100 S 90 C1 S 80 2 u 70 R 60 E 50 40 30 g 20 10 1 300 600 900 1200 1500 1800 2100 2400 2700 FLOW( NA1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ALLSTATE FIRE SYSTEMS Page 1 OLD DOMINION Date - Hydraulic Design Information Sheet Name - OLD DOMINION Date - 07/27/11 Location - 150 STRONG ROAD, SOUTH WINDSOR, CT. Building - MEZZ System No. - 5 Contractor - ALLSTATE FIRE SYSTEMS Contract No. - 2-SPI-11146 Calculated By - PAUL FORAUER Drawing No. - FP-1 Construction: ( ) Combustible (X) Non-Combustible Ceiling Height -- 12'0 Occupancy - LIGHT HAZARD S (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp.. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 1500 System Type Sprinkler/Nozzle Density - .10 _ (X) Wet Make TYCO D Area Per Sprinkler - 168 O Dry Model TY-FRB E Elevation at Highest Outlet - 24.67 ( ) Deluge Size 1/2" S Hose Allowance - Inside - O Preaction K-Factor 5. 6 S Rack Sprinkler Allowance - ( ) Other Temp.Rat.155 DEG G Hose Allowance - Outside - 100 N Note Calculation Flow Required - 360.242 Press Required - 74.965 Summary C-Factor Used: 120 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 5-18-11 Cap. - T Time of Test - N.A. Rated Cap.- Elev.- E Static Press - 88 @ Press - R Residual Press - 70 Elev. - Well Flow - 2040 Proof Flow S Elevation - 0 U P Location - STRONG RD @INDENT RD P L Source of Information - CT WATER HYDRANT FLOW TEST RECORDS Y C Commodity Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M ( ) Single Row ( ) Conven. Pallet (. ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf O C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse - G E Horizontal Barriers Provided: - Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 1. All 'Ad w . . . Fire Protection by Computer Design , 0G A ALLSTATE FIRE SYSTEMS R� 92 WESTON STREET HARTFORD CT. 06146 UC.No. 860-246-7711 AT€Oe E dD �, Job Name OLD DOMINION Building MEZZ Location 150 STRONG ROAD, SOUTH WINDSOR, CT. System 5 Contract 2-SPI-11146 Data File 2-SPI-11146 CALC AREA 5.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Finai Calculations - Hazen-Williams ALLSTATE FIRE SYSTEMS Page 8 OLD DOMINION 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 18.19 11.446 K Factor= 5.38 187 20.26 1.049 0.0 1.000 13.083 K Factor= 5.60 to 120.0 0.0 0.0 -0.433 188 20.26 0.1330 0.0 1.000 0.133 Val = 7.52 188 0.0 1.049 2E 4.0 4.050 12.783 to 120.0 2T 10.0 14.000 0.143 160 20.26 0.1332 0.0 18.050 2.404 Vel= 7.52 0.0 20.26 15.330 K Factor= 5.17 192 23.09 1.049 0.0 1.000 17.005 K Factor= 5.60 to 120.0 0.0 0.0 -0.433 193 23.09 0.1700 0.0 1.000 0.170 Vel = 8.57 193 0.0 1.049 2E 4.0 7.200 16.742 to 120.0 2T 10.0 14.000 0.143 161 23.09 0.1698 0.0 21.200 3.599 Vel = 8.57 0.0 23.09 20.484 K Factor= 5.10 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary - - - ALLSTATE FIRE SYSTEMS OLD DOMINION Page 3 Fitting Legend - .Date Abbrev. Name 3 3/ 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 9 10 12 19 21 0 0 0 0 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow 14 18 22 27 35 40 45 50 61 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 S NFPA 13 Swing w thru Valve 4 5 5 7 9 11 14 16. 19 22 27 32 45 55 65 76 87 98 109 130 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 Zai Ames 4000SS Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch x Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) ALLSTATE FIRE SYSTEMS Page 2 OLD DOMINION Date City Water Supply: Demand: C1 -Static Pressure 88 D1 - Elevation 3.898 C2- Residual Pressure: 70 D2-System Flow 258.355 C2 - Residual Flow 2040 D2-System Pressure 76.124 Hose (Adj City) Hose ( Demand ) 100 D3 -System Demand 358.355 Safety Margin 11.155 150 140 130 P 120 R 110 E 100 S 90 C1 S 80 2 U 70 R 60 E 50 40 30 20 10 300 600 900 1200 1500 1800 2100 2400 2700 FLOW( N ^ 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ALLSTATE FIRE SYSTEMS Page 1 OLD DOMINION Date Hydraulic Design Information Sheet Name - OLD DOMINION Date - 07/27/11 Location - 150 STRONG ROAD, SOUTH WINDSOR, CT. Building - OFFICE System No. - 6 Contractor - ALLSTATE FIRE SYSTEMS - Contract No. - 2-SPI-11146 Calculated By - PAUL FORAUER Drawing No. - FP-2 Construction: ( ) Combustible (X) Non-Combustible Ceiling Height - 9' 0 Occupancy - LIGHT HAZARD S (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. _ Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 1530 System Type Sprinkler/Nozzle Density - .10 (X) Wet Make TYCO D Area Per Sprinkler - 168 ( ) Dry Model TY-FRB E Elevation at Highest Outlet - 10'0 ( ) Deluge Size 1/2" S . Hose Allowance - Inside - ( ) Preaction K-Factor 5.6 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.155 DEG G Hose Allowance - Outside - 100 N Note Calculation Flow Required - 358.355Press Required - 76_124 Summary C-Factor Used: 120 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 5-18-11 Cap. - T Time of Test - N.A. Rated Cap.- Elev.- E Static Press - 88 @ Press - - - - R Residual Press - 70 Elev. - Well Flow - 2040 Proof Flow S Elevation - 0 U P Location - STRONG RD @INDENT RD P L -Source of Information - CT WATER HYDRANT FLOW TEST RECORDS Y C Commodity Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf O C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse - G E . Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 jor id dk. . . . Fire Protection by Computer Design <,y O G� ALLSTATE FIRE SYSTEMS 92 WESTON STREET 3 IC.NO.006Y9 HARTFORD CT. 06146 ;' Tia46t6id 860-246-7711 IT d Job Name OLD DOMINION Building OFFICE Location 150 STRONG ROAD, SOUTH WINDSOR, CT. System 6 Contract 2-SPI-11146 Data File 2-SPI-11146 CALC AREA 6.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ALLSTATE FIRE SYSTEMS Page 7 OLD DOMINION 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 93 0.0 2.067 1T 10.0 0.660 20.624 to 120.0 1 E 5.0 15.000 0.018 77 151.52 0.2027 0.0 15.660 3.174 Vel = 14.49 0.0 151.52 23.816 K Factor= 31.05 94 50.10 1.049 IT 5.0 0.500 12.807 K Factor= 14.00 to 120.0 0.0 5.000 0.252 90 50.1 0.7116 0.0 5.500 3.914 Vel = 18.60 0.0 50.10 16.973 K Factor= 12.16 95 51.79 1.049 IT 5.0 0.500 13.682 K Factor= 14.00 to 120.0 0.0 5.000 0.271 91 51.79 0.7564 0.0 5.500 4.160 Vel = 19.23 0.0 51.79 18.113 K Factor= 12.17 96 54.55 1.049 1T 5.0 0.500 15.185 K Factor= 14.00 to 120.0 0.0 5.000 0.252 97 54.55 0.8329 0.0 5.500 4.581 Vel = 20.25 97 0.0 2.067 0.0 12.000 20.018 to 120.0 0.0 0.0 0.018 98 54.55 0.0307 0.0 12.000 0.368 Vel = 5.22 98 55.07 2.067 1 E 5.0 3.560 20.404 to 120.0 0.0 5.000 0.0 99 109.62 0.1114 0.0 8.560 0.954 Vel = 10.48 99 0.0 2.067 0.0 1.040 21.358 to 120.0 0.0 0.0 0.451 100 109.62 0.1115 0.0 1.040 0.116 Vel = 10.48 100 0.0 2.067 1T 10.0 1.820 21.925 to 120.0 1 E 5.0 15.000 0.018 77 109.62 0.1114 0.0 16.820 1.873 Vel = 10.48 0.0 109.62 23.816 K Factor= 22.46 101 55.07 1.049 1T 5.0 0.500 15.472 K Factor= 14.00 to 120.0 0.0 5.000 0.271 98 55.07 0.8475 0.0 5.500 4.661 Vel = 20.44 0.0 55.07 20.404 K Factor= 12.19 t Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ALLSTATE FIRE SYSTEMS Page 6 OLD DOMINION 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 80 49.70 2.067 0.0 12.000 16.712 to 120.0 0.0 0.0 0.018 81 98.94 0.0922 0.0 12.000 1.106 Val = 9.46 81 51.38 2.067 1 E 5.0 4.120 17.836 to 120.0 0.0 5.000 0.0 82 150.32 0.1998 0.0 9.120 1.822 Val = 14.37 82 0.0 2.067 0.0 1.040 19.658 to 120.0 0.0 0.0 0.451 83 150.32 0.1990 0.0 1.040 0207 Val = 14.37 83 0.0 2.067 IT 10.0 0.660 20.316 to 120.0 1 E 5.0 15.000 0.0 76 150.32 0.1997 0.0 15.660 3.128 Val = 14.37 0.0 150.32 23.444 K Factor= 31.05 84 49.57 1.049 IT 5.0 0.500 12.536 K Factor= 14.00 to 120.0 0.0 5.000 0.252 72 49.57 0.6976 0.0 5.500 3.837 Val = 18.40 0.0 49.57 16.625 K Factor= 12.16 85 49.70 1.049 1T 5.0 0.500 12.604 K Factor= 14.00 to 120.0 0.0 5.000 0.252 80 49.7 0.7011 0.0 5.500 3.856 Val = 18.45 0.0 49.70 16.712 K Factor= 12.16 86 51.24 1.049 1T 5.0 0.500 13.393 K Factor= 14.00 to 120.0 0.0 5.000 0.271 73 51.24 0.7416 0.0 5.500 4.079 Val = 19.02 0.0 51.24 17.743 K Factor= 12.16 87 51.37 1.049 1T 5.0 0.500 13.466 K Factor= 14.00 to 120.0 0.0 5.000 0.271 81 51.37 0.7453 0.0 5.500 4.099 Val = 19.07 0.0 51.37 17.836 K Factor= 12.16 88 49.63 1.049 1T 5.0 0.500 12.569 K Factor= 14.00 to 120.0 ' 0.0 5.000 0.217 89 49.63 0.6993 0.0 5.500 3.846 Val = 18.42 89 0.0 2.067 0.0 11.870 16.632 to 120.0 0.0 0.0 0.036 90 49.63 0.0257 0.0 11.870 0.305 Val = 4.75 90 50.11 2.067 0.0 12.000 16.973 to 120.0 0.0 0.0 0.018 91 99.74 0.0935 0.0 12.000 1.122 Val = 9.54 91 51.78 2.067 1 E 5.0 4.120 18.113 to 120.0 0.0 5.000 0.0 92 151.52 0.2027 0.0 9.120 1.849 Val = 14.49 92 0.0 2.067 0.0 1.040 19.962 to 120.0 0.0 0.0 0.451 93 151.52 0.2029 0.0 1.040 0.211 Val = 14.49 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ALLSTATE FIRE SYSTEMS Page 5 OLD DOMINION 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 70 49.10 1.049 1T 5.0 0.500 12.300 K Factor= 14.00 to 120.0 0.0 5.000 0.217 71 49.1 0.6853 0.0 5.500 3.769 Vel = 18.23 71 0.0 2.067 0.0 12.000 16.286 to 120.0 0.0 0.0 0.036 72 49.1 0.0252 0.0 12.000 0.303 Val= 4.69 72 49.57 2.067 0.0 12.000 16.625 to 120.0 0.0 0.0 0.018 73 98.67 0.0917 0.0 12.000 1.100 Val = 9.43 73 51.23 2.067 1 E 5.0 3.560 17.743 to 120.0 ; _ 0.0 5.000 0.0 74 149.9 0.1987 0.0 8.560 1.701 Val = 14.33 74 0.0 2.067 0.0 1.040 19.444 to 120.0 0.0 0.0 0.451 75 149.9 0.1990 0.0 1.040 0.207 Val = 14.33 75 0.0 2.067 IT 10.0 1.820 20.102 to 120.0 1 E 5.0 15.000 0.0 76 149.9 0.1987 0.0 16.820 3.342 Val = 14.33 76 150.32 426 0.0 16.680 23.444 to 120.0 0.0 0.0 0.018 77 300.22 0.0212 0.0 16.680 0.354 Val = 6.76 77 261.14 4.26 3E 39.501 250.580 23.816 to 120.0 0.0 39.501 0.343 TDV3 561.36 0.0675 . 0.0 290.081 19.590 Val = 12.64 TDV3 0.0 4.26 1T 26.334 14.080 43.749 to 120.0 1 Dvk 6.584 48.718 6.713 BDV3 561.36 0.0675 1B 15.8 62.798 4.241 Vel = 12.64 BDV3 0.0 4.26 0.0 2.000 54.703 to 120.0 0.0 0.0 0.0 BOR 561.36 0.0675 0.0 2.000 0.135 Vel = 12.64 BOR 0.0 4.26 0.0 2.000 54.838 to 120.0 0.0 0.0 0.0 BOR1 561.36 0.0680 0.0 2.000 0.136 Val = 12.64 BOR1 0.0 4.26 1E 13.167 8.000 54.974 to 120.0 1Zai 0.0 13.167 11.732 * Fixed loss = 11.732 UG1 561.36 0.0675 0.0 21.167 1.429 Val = 12.64 UG1 0.0 8.27 1E 28.468 7.000 68.135 to 140.0 0.0 28.468 3.032 UG2 561.36 0.0020 0.0 35.468 0.071 Val = 3.35 UG2 0.0 8.27 1E 28.468 628.700 71.238 to 140.0 1 G 6.326 90.148 -2.166 TEST 561.36 0.0020 1T 55.354 718.848 1.444 Val = 3.35 250.00 Qa= 250.00 811.36 70.516 K Factor 96.62 78 49.24 1.049 1T 5.0 0.500 12.370 K Factor= 14.00 to 120.0 0.0 5.000 0.217 79 49.24. 0.6889 0.0 5.500 8.789 Val = 18.28 79 0.0 2.067 0 Q 11.870 16.376 to 120.0 0.0 0.0 0.036 80 49.24 0.0253 0.0 11.870 0.300 Val = 4.71 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary -.STANDARD ALLSTATE FIRE SYSTEMS Page 4 OLD DOMINION Date - Node Elevation K-Fact Pt Pn Flow Density Area Press No Actual Actual Reg. 70 20.0 14 12.3 na 49.1 0.15 200 12.3 71 19.5 16.29 na 72 19.417 16.62 na 73 - 19.375 17.74 na 74 19.375 19.44 na 75 - 18.333 20.1 - na 76 18.333 23.44 na 77 18.292 - 23.82 na TDV3 17.5 43.75 na BDV3 2.0 54.7 na BOR 2.0 - 54.84 na BOR1 2.0 54.97 na - UG1 2.0 68.14 na UG2 -5.0 71.24 na TEST 0.0 - 70.52 na 250.0 78 20.0 14- 12.37 - na 49.24 0.15 200 12.3 79 19.5 16.38 na 80 19.417 16.71 na 81 19.375 17.84 na 82 19.375 19.66 na 83 18.333 20.32 na 84 20.0 14 12.54 na 49.57 0.15 200 -12.3 85 20.0 14 12.6 - na 49.7 0.15 200 12.3 86 20.0 14 13.39 na 51.24 0.15 200 12.3 87 20.0 14 13.47 na 51.37 0.15 200 12.3 88 20.0 14 12.57 na 49.63 0.15 192 12.3 89 19.5 16.63 na 90 19.417 16.97 na 91 19.375 18.11 na 92 19.375 19.96 na 93 18.333 - 20.62 na 94 20.0 14 12.81 na 50.1 0.15 192 12.3 95 20.0 14 13.68 na 51.79 0.15 192 12.3 96 20.0 14 15.18 na 54.55 0.15 192 12.3 97 19.417 20.02 na 98 19.375 20.4 na 99 19.375 - 21.36 na 100 18.333 21.92 na 101 20.0 14 - 15.47 na 55.07 0.15 192 12.3 The maximum velocity is 20.44 and it occurs in the pipe between nodes 101 and 98 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary ALLSTATE FIRE SYSTEMS Page 3 OLD DOMINION Date Fitting Legend Abbrev. Name '% 3/4 1 1'/. 1'/2 2 2% 3 3'/= 4 5 6 8 10 - 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 Dvk Dry Viking F1 3 5 49 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 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 Zai Ames 4000SS Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) ALLSTATE FIRE SYSTEMS Page 2 OLD DOMINION Date City Water Supply: Demand: C1 -Static Pressure 88 D1 - Elevation 8.662 C2 - Residual Pressure: 70 D2-System Flow 561.363 C2- Residual Flow 2040 D2-System Pressure 70.516 Hose (Adj City) Hose ( Demand ) 250 D3 -System Demand 811.363 Safety Margin 14.215 150 140 130 p 120 R 110 E 100 S 90 C1 S 80 D2 2 U 70 R 60 E 50 40 30 20 10 D1 300 600 900 1200 1500 1800 2100 2400 2700 FLOW ( NA1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ALLSTATE FIRE SYSTEMS Page I ' OLD DOMINION Date Hvdraulic Desiqn Information Sheet Name - OLD DOMINION Date - 07/27/11 Location - 150 STRONG ROAD, SOUTH WINDSOR, CT. Building - SHOP System No. - 4 - Contractor - ALLSTATE FIRE SYSTEMS Contract No. - 2-SPI-11146 Calculated By - PAUL FORAUER Drawing No. - FP-2 Construction: ( ) Combustible (X) Non-Combustible Ceiling Height - 20' 9 Occupancy - ORDINARY GROUP 1 S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. (X) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 2102 System Type . Sprinkler/Nozzle Density - .15 ( ) Wet Make TYCO D Area Per Sprinkler - 200 (X) Dry Model EC14 E Elevation at Highest Outlet - 20'0 ( ) Deluge Size .3/4" - S Hose Allowance - Inside - ( ) Preaction K-Factor 14.0 I Rack Sprinkler Allowance - ( )Other Temp.Rat.155 DEG G Hose Allowance - Outside - 250 N Note Calculation Flow Required - 811.363 Press Required - 70.516 .Summary C-Factor Used: 120 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 5-18-11 Cap. - T Time of Test - N.A. Rated Cap.- Elev.- E Static Press - 88 @ Press - R Residual Press - 70 Elev. - Well Flow - 2040 Proof Flow S Elevation - 0 U P Location - STRONG RD @INDENT RD P L Source of Information - CT WATER HYDRANT FLOW TEST RECORDS Y C Commodity Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled o Palletized % Rack - M ( ) Single Row. ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row. ( ) Slave Pallet ( ) Solid Shelf ( ) Non - T A ( ) Mult. Row ( ) Open Shelf O C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Proqrams by HVdratec Inc. Route I I I Windham N.H. USA 03087 "Ad dk C _ . Fire Protection by Computer Design T oG ALLSTATE FIRE SYSTEMS '� A 92 WESTON STREET "`cy HARTFORD CT. 06146 860-246-7711 ego LIC.NO.0( '9 Job Name OLD DOMINION Building SHOP Location 150 STRONG ROAD, SOUTH WINDSOR,CT. System 4 Contract 2-SPI-11146 Data File 2-SPI-11146 CALC AREA 4.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ALLSTATE FIRE SYSTEMS Page 6. OLD DOMINION 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 143 0.0 1.38 0.0 11.000 10.914 to 120.0 0.0 0.0 0.018 144 17.59 0.0269 0.0 11.000 0.296 Val = 3.77 144 17.84 1.38 0.0 11.500 11.228 to 120.0 0.0 0.0 0.018 145 35.43 0.0986 0.0 11.500 1.134 Val = 7.60 145 18.75 1.38 0.0 11.000 12.380 to 120.0 0.0 0.0 0.018 146 54.18 0.2163 0.0 11.000 2.379 Vel = 11.62 146 20.55 .1.38 1T 6.0 5.750 14.777 to 120.0 0.0 6.000 0.018 140 74.73 0.3922 0.0 11.750 4.608 Vel= 16.03 0.0 74.73 19.403 K Factor= 16.97 147 17.81 1.049 1T 5.0 1.000 10.115 K Factor= 5.60 to 120.0 0.0 5.000 0.451 137 17.81 0.1050 0.0 6.000 0.630 Vel = 6.61 0.0 17.81 11.196 K Factor= 5.32 148 17.84 1.049 1T 5.0 1.000 10.145 K Factor= 5.60 to 120.0 0.0 5.000 0.451 144 17.84 0.1053 0.0 6.000 0.632 Val = 6.62 0.0 17.84 11.228 K Factor= 5.32 149 18.73 1.049 1 T 5.0 1.000 11.183 K Factor= 5.60 to 120.0 0.0 5.000 0.469 138 18.73 0.1152 0.0 6.000 0.691 Vel= 6.95 0.0 18.73 12.343 K Factor= 5.33 150 18.76 1.049 IT 5.0 1.000 11.217 K Factor= 5.60 to 120.0 0.0 5.000 0.469 145 18.76 0.1157 0.0 6.000 0.694 Vel = 6.96 0.0 18.76 12.380 K Factor= 5.33 151 20.55 1.049 1T 5.0 1.000 13.469 K Factor= 5.60 to 120.0 0.0 5.000 0.487 146 20.55 0.1368 0.0 6.000 0.821 Val = 7.63 0.0 20.55 14.777 K Factor= 5.35 152 20.56 1.049 1T 5.0 1.000 13.478 K Factor= 5.60 to 120.0 0.0 5.000 0.487 139 20.56 0.1370 0.0 6.000 0.822 Val = 7.63 0.0 20.56 14.787 K Factor= 5.35 !.___..._.n__,......... ..,u.,a.,,�e.. i.... o.. ao 911 %AlinHham N H 11.4A 03087 - Final Calculations - Hazen-Williams ALLSTATE FIRE SYSTEMS Page 5 OLD DOMINION 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 135 17.55 1.049 1T 5.0 1.000 9.822 K Factor= 5.60 to 120.0 0.0 5.000 0.433 136 17.55 0.1022 0.0 6.000 0.613 Val = 6.52 136 0.0 1.38 0.0 11.540 10.868 to 120.0 0.0 0.0 0.018 137 17.55 0.0269 0.0 11.540 0.310 Vel = 3.76 137 17.81 1.38 0.0 11.500 11.196 to 120.0 0.0 0.0 0.018 138 35.36 0.0982 0.0 11.500 1.129 Val = 7.58 138 18.73 1.38 0.0 11.250 12.343 to 120.0 0.0 0.0 0.018 139 54.09 0.2156 0.0 11.250 2.426 Val = 11.60 139 20.56 1.38 1T 6.0 5.750 14.787 to 120.0 0.0 6.000 0.018 140 74.65 0.3913 0.0 11.750 4.598 Val = 16.01 140 74.73 1.38 2E 6.0 10.920 19.403 to 120.0 1T 6.0 12.000 0.0 141 149.38 1.4121 0.0 22.920 32.366 Val = 32.04 141 0.0 3.26 0.0 6.250 51.769 to 120.0 0.0 0.0 0.614 10 149.38 0.0214 0.0 6.250 0.134 Val = 5.74 10 0.0 3.26 1 E 9.408 165.083 52.517 to 120.0 IT 20.159 29.567 0.144 10A 149.38 0.0215 0.0 194.650 4.178 Vel = 5.74 10A 0.0 4.26 7E 92.17 205.792 56.839 to 120.0 0.0 92.170 0.181 11 149.38 0.0058 0.0 297.962 1.738 Vel = 3.36 11 0.0 4.26 1 E 13.167 76.480 58.758 to 120.0 0.0 13.167 0.054 TDV2 149.38 0.0058 0.0 89.647 0.523 Vel = 3.36 TDV2 0.0 4.26 1 Dvk 6.584 11.380 59.335 to 120.0 1 B 15.8 48.718 6.226 BDV2 149.38 0.0058 1T 26.334 60.098 0.350 Val = 3.36 BDV2 0.0 4.26 0.0 2.000 65.911 to 120.0 0.0 0.0 0.0 BOR1 149.38 0.0060 0.0 2.000 0.012 Val = 3.36 BOR1 0.0 4.26 1 E 13.167 8.000 65.923 to 120.0 1Zai 0.0 13.167 7.529 * Fixed loss = 7.529 UG1 149.38 0.0058 0.0 21.167 0.123 Vel = 3.36 UG1 0.0 8.27 1E 28.468 7.000 73.575 to 140.0 0.0 28.468 3.032 UG2 149.38 0.0002 0.0 35.468 0.006 Val = 0.89 UG2 0.0 8.27 1 E 28.468 628.700 76.613 to 140.0 1 G 6.326 90.148 -2.166 TEST 149.38 0.0002 1T 55.354 718.848 0.125 Val= 0.89 250.00 Qa= 250.00 399.38 74.572 K Factor= 46.25 142 17.59 1.049 1T 5.0 1.000 9.865 K Factor= 5.60 to 120.0 0.0 5.000 0.433 143 17.59 0.1027 0.0 6.000 0.616 Val = 6.53 Pressure / Flow Summary - STANDARD ALLSTATE FIRE SYSTEMS Page 4 OLD DOMINION Date Node Elevation K-Fact Pt- Pn Flow Density Area Press No Actual Actual Reg. 135 19.833 5.6 9.82 na 17.55 0.15 - 117 7.0 - 136 18.833 - 10.87 na - 137 18.792 11.2 na 138 - 18.75 - 12.34 na - 139 18.708, - 14.79 na 140 18,667 19.4 na 141 18.667 51.77 na 10 17.25 52.52 _ na 10A 16.917 56.84 "na 11 16.5 58.76 na TDV2 16.375 59.33 na BDV2 2.0 65.91 na BOR1 2.0 65.92 na UG1 2.0 73.58 na UG2 -5.0 76.61 na TEST 0.0 74.57 na 250.0 142 19.833 5.6 9.86 na 17.59 0.15 117 7.0 143 18.833 10.91 na 144 18.792 11.23 na 145 18.75 12.38 na 146 18.708 14.78 na 147 19.833 5.6 10.11 na 17.81 0.15 117 7.0 148 19.833 5.6 10.15 na 17.84 0.15 117 7.0 149 19.833 5.6 11.18 na 18.73 0.15 117 7.0 150 19.833 5.6 11.22 na 18.76 0.15 117 7.0 151 %833 -5.6 13.47 na 20.55 0.15 117 7.0 152 19.833 5.6 _ 13.48 na 20.56 0.15 117 7.0 The maximum velocity is 32.04 and it occurs in the pipe between nodes 140 and 141 111 Winriham N_H. USA 03087 -- Fittings Used Summary ALLSTATE FIRE SYSTEMS Page 3 OLD DOMINION Date Fitting Legend Abbrev. Name % 3/. 1 1% 1'/z 2 2'/z 3 3Y: 4 5 6 8 10 12 14 16 18 - 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 - Dvk Dry Viking F1 3 5 49 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 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 Zai. Ames 4000SS Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) ALLSTATE FIRE SYSTEMS Page 2 OLD DOMINION Date City Water Supply: Demand: C1 -Static Pressure 88 D1 - Elevation 8.590 C2 - Residual Pressure: 70 D2-System Flow 149.379 C2 - Residual Flow 2040 D2 -System Pressure 74.572 Hose (Adj City) Hose ( Demand ) 250 D3-System Demand 399.379 Safety Margin 12.547 150 140 130 P 120 R 110 E 100 S 90 C1 S 80 2 U 70 R 60 E 50 40 30 20 10 D1 300 600 900 1200 1500 1800 2100 2400 2700 FLOW ( NA1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ALLSTATE FIRE SYSTEMS Page 1 OLD DOMINION Date Hydraulic Design Information Sheet Name - OLD DOMINION Date - 07/27/11 -Location - 150 STRONG ROAD, SOUTH WINDSOR, CT. - Building - NEW ADDITON CANOPY System No. - 3 Contractor - ALLSTATE. FIRE SYSTEMS Contract No. - 2-SPI-11146 - Calculated By - PAUL FORAUER Drawing No. - FP-1 Construction: ( ) Combustible (X) Non-Combustible Ceiling Height - 20'0 Occupancy - ORDINARY GROUP 1 S (X). NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. (X) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S -Other -- T Specific Ruling - Made By Date E M Area of Sprinkler Operation - 911 System Type Sprinkler/Nozzle Density - .15 ( ) Wet Make TYCO D Area Per Sprinkler - 117 (X) Dry Model TY-FRB E Elevation at Highest Outlet - 19.625 ( ) Deluge Size 1/2" S Hose Allowance - Inside - ( ) Preaction K-Factor 5.6 I Rack Sprinkler Allowance - O Other Temp.Rat.155 DEG G Hose Allowance - Outside - 250 N Note Calculation Flow Required - 399.379 -Press Required - 74.547 Summary C-Factor Used: 120 Overhead 140 Underground - W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - - 5-18-11 Cap. - T Time of Test - N.A. Rated Cap.- Elev.- E Static Press - 88 @ Press - R Residual Press - 70 Elev. - Well Flow - 2040 Proof Flow S Elevation -- 0 U P Location - STRONG RD @INDENT RD . P L - Source of Information - CT WATER HYDRANT FLOW TEST RECORDS Y C Commodity - Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled o Palletized % Rack M ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A (. ) Mult. Row ( ) Open Shelf 0 C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: r... ntifar Prnnrnme by Hvdratar Inc Rnute 111 Windham N.H. USA 03087 . . . Fire Protection by Computer Design �9 ALLSTATE FIRE SYSTEMS 0G 92 WESTON STREET A HARTFORD CT. 06146 860-246-7711 y2 CIC.PID.OW73 9 Q. AIE� DD K. Job Name OLD DOMINION Building NEW ADDITON CANOPY Location 150 STRONG ROAD, SOUTH WINDSOR, CT. System 3 Contract 2-SPI-11146 Data File 2-SPI-11146 CALC AREA 3.wxf 111 Winrihnm N H HSA 03087 Final Calculations - Hazen-Williams ALLSTATE FIRE SYSTEMS Page 7 OLD DOMINION Date Hyd. Qa Dia Fitting Pipe Pt Pt Ref. I.G. or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 121.32 42.965 K Factor= 18.51 54 18.60 1.049 1T 5.0 0.500 11.032 K Factor= 5.60 to 120.0 0.0 5.000 0.181 48 18.6 0.1136 0.0 5.500 0.625 Vel = 6.90 0.0 18.60 11.838 K Factor= 5.41 55 19.10 1.049 IT 5.0 0.500 11.639 K Factor= 5.60 to 120.0 0.0 5.000 0.217 49 19.1 0.1195 0.0 5.500 0.657 Val = 7.09 0.0 19.10 12.513 K Factor= 5.40 56 20.04 1.049 1 T 5.0 0.500 12.810 K Factor= 5.60 to 120.0 0.0 5.000 0.217 50 20.04 0.1305 0.0 5.500 0.718 Vel= 7.44 0.0 20.04 13.745 K Factor= 5.41 57 21.50 1.049 IT 5.0 0.500 14.737 K Factor= 5.60 to 120.0 0.0 5.000 1.516 51 21.5 0.1487 0.0 5.500 0.818 Vel = 7.98 0.0 21.50 17.071 K Factor= 5.20 58 23.71 1.049 IT 5.0 0.500 17.923 K Factor= 5.60 to 120.0 0.0 5.000 0.217 52 23.71 0.1782 0.0 5.500 0.980 Vel = 8.80 0.0 23.71 19.120 K Factor= 5.42 59 21.65 1.049 IT 5.0 0.500 14.952 K Factor= 5.60 to 120.0 0.0 5.000 0.181 60 21.65 0.1507 0.0 5.500 0.829 Val= 8.04 60 0.0 1.61 0.0 10.170 15.962 to 120.0 0.0 0.0 0.162 61 21.65 0.0188 0.0 10,170 0.191 Vel = 3.41 61 21.88 1.61 0.0 9.830 16.315 to 120.0 0.0 0.0 0.162 62 43.53 0.0682 0.0 9.830 0.670 Val = 6.86 62 22.43 1.61 0.0 9.830 17.147 to 120.0 0.0 0.0 0.144 63 65.96 0.1469 0.0 9.830 1.444 Val= 10.39 63 23.46 1.61 0.0 10.500 18.735 to 120.0 0.0 0.0 0.162 64 89.42 0.2580 0.0 10.500 2.709 Vel = 14.09 64 25.23 1.61 1T 8.0 34.570 21.606 to 120.0 0.0 8.000 0.126 65 114.65 0.4086 0.0 42.570 17.392 Vel= 18.07 65 0.0 1.61 IT 8.0 0.920 39.124 to 120.0 0.0 8.000 0.379 40 114.65 0.4085 0.0 8.920 3.644 Vel = 18.07 Cmm�nter Pmorams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ALLSTATE FIRE SYSTEMS Page 6 OLD DOMINION 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 18.59 11.824 K Factor= 5.41 42 19.09 1.049 1 T 5.0 0.500 11.624 K Factor= 5.60 to 120.0 0.0 5.000 0.217 33 19.09 0.1195 0.0 5.500 0.657 Val = 7.09 0.0 19.09 12.498 K Factor= 5.40 43 20.03 1.049 1 T 5.0 0.500 12.794 K Factor=5.60 to 120.0 0.0 5.000 0.217 34 20.03 0.1305 0.0 5.500 0.718 Val = 7.44 0.0 20.03 13.729 K Factor= 5.41 44 21.48 1.049 1T 5.0 0.500 14.720 K Factor= 5.60 to 120.0 0.0 5.000 0.217 35 21.48 0.1484 0.0 5.500 0.816 Val = 7.97 0.0 21.48 15.753 K Factor= 5.41 45 23.69 1.049 1T . 5.0 0.500 17.902 K Factor= 5.60 to 120.0 0.0 5.000 0.217 36 23.69 0.1780 0.0 5.500 0.979 Val = 8.79 0.0 23.69 19.098 K Factor= 5.42 46 18.37 1.049 1T 5.0 0.500 10.763 K Factor= 5.60 to 120.0 0.0 5.000 0.217 47 18.37 0.1111 0.0 5.500 0.611 Val = 6.82 47 0.0 1.61 0.0 8.750 11.591 to 120.0 0.0 0.0 0.126 48 18.37 0.0138 0.0 8.750 0.121 Val= 2.89 48 18.60 1.61 0.0 10.170 11.838 to 120.0 0.0 0.0 0.162 49 36.97 0.0504 0.0 10.170 0.513 Val = 5.83 49 19.11 1.61 0.0 9.830 12.513 to 120.0 0.0 0.0 0.162 50 56.08 0.1089 0.0 9.830 1.070 Val = 8.84 50 20.04 1.61 0.0 9.830 13.745 to 120.0 0.0 0.0 1.444 51 76.12 0.1915 0.0 9.830 1.882 Val = 12.00 51 21.50 1.61 0.0 10.500 17.071 to 120.0 0.0 0.0 -1.137 52 97.62 0.3034 0.0 10.500 3.186 Vel = 15.38 52 23.70 1.61 1T 8.0 34.570 19.120 to 120.0 0.0 8.000 0.126 53 121.32 0.4537 0.0 42.570 19.312 Val = 19.12 53 0.0 1.61 1T 8.0 0.920 38.558 to 120.0 0.0 8.000 0.361 39 121.32 0.4536 0.0 8.920 4.046 Val = 19.12 0.0 Computer Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ALLSTATE FIRE SYSTEMS Page 5 OLD DOMINION Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ****** Notes *** ** Point Qt Pf/Ft Eqv. Ln. Total Pf Pre 30 18.36 1.049 IT 5.0 0.500 10.749 K Factor=5.60 to 120.0 0.0 5.000 0.217 31 18.36 0.1111 0.0 5.500 0.611 Val = 6.82 31 0.0 1.61 0.0 8.750 11.577 to 120.0 0.0 0.0 0.126 32 18.36 0.0138 0.0 8.750 0.121 Val = 2.89 32 18.59 1.61 0.0 10.170 11.824 to 120.0 0.0 0.0 0.162 33 36.95 0.0503 0.0 10.170 0.512 Val = 5.82 33 19.09 1.61 0.0 9.830 12.498 to 120.0 0.0 0.0 0.162 34 56.04 0.1087 0.0 9.830 1.069 Val = 8.83 34 20.03 1.61 0.0 9.830 13.729 to 120.0 0.0 0.0 0.144 35 76.07 0.1913 0.0 9.830 1.880 Val = 11.99 35 21.49 1.61 0.0 10.500 15.753 to 120.0 0.0 0.0 0.162 36 97.56 0.3031 0.0 10.500 3.183 Val = 15.37 36 23.69 1.61 IT 8.0 34.570 19.098 to 120.0 0.0 8.000 0.126 37 121.25 0.4532 0.0 42.570 19.291 Val = 19.11 37 0.0 1.61 1T 8.0 0.920 38.515 to 120.0 0.0 8.000 0.361 38 121.25 0.4530 0.0 8.920 4.041 Val = 19.11 38 0.0 4.26 0.0 12.000 42.917 to 120.0 0.0 0.0 0.0 39 121.25 0.0040 0.0 12.000 0.048 Val = 2.73 39 121.33 4.26 0.0 11.450 42.965 to 120.0 0.0 0.0 0.018 40 242.58 0.0143 0.0 11.450 0.164 Val = 5.46 40 114.64 4.26 2E 26.334 245.160 43.147 to 120.0 0.0 26.334 0.217 TDV2 357.22 0.0293 0.0 271.494 7.945 Val = 8.04 TDV2 0.0 4.26 1 Dvk 6.584 14.210 51.309 to 120.0 1 B 15.8 48.718 6.153 BDV2 357.22 0.0293 1T 26.334 62.928 1.842 Val = 8.04 BDV2 0.0 4.26 1E 13.167 8.000 59.304 to 120.0 1Zai 0.0 13.167 9.570 * Fixed loss = 9.57 UG1 357.22 0.0293 0.0 21.167 0.620 Val = 8.04 UG1 0.0 8.27 1E 28.468 7.000 69.494 to 140.0 0.0 28.468 3.032 UG2 357.22 0.0008 0.0 35.468 0.030 Val = 2.13 UG2 0.0 8.27 1 E 28.468 628.700 72.556 to 140.0 1 G 6.326 90.148 -2.166 TEST 357.22 0.0009 1T 55.354 718.848 0.626 Val = 2.13 250.00 Qa = 250.00 607.22 71.016 K Factor= 72.06 41 18.59 1.049 1T 5.0 0.500 11.018 K Factor= 5.60 to 120.0 0.0 5.000 0.181 32 18.59 0.1136 0.0 5.500 0.625 Val = 6.90 Computer Programs by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD ALLSTATE FIRE SYSTEMS Page 4 OLD DOMINION Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual - Actual Reg. 30 20.125 5.6 - 10.75 na 18.36 0.15 117 7.0 31 19.625 11.58 na 32 19.333 11.82 na 33 18.958 12.5 - na 34 18.583 13.73 na 35 18.25 15.75 na 36 17.875 19.1 na - 37- 17.583 38.51 na 38 16.75 42.92 na 39 16.75 - 42.96 na 40 16.708 43.15 na TDV2 16.208 51.31 na BDV2 2-.0 59.3 - na UG1 2.0 69.49 na _ UG2 -5.0 72.56 na TEST 0.0 71.02 na 250.0 41 19.75 5.6 11.02 na 18.59 0.15 122 7.0 42 19.458 5.6 11.62 na 19.09 - 0.15 122 7.0 43 19.083 5.6 12.79 na 20.03 0.15 118 7.0 44 18.75 5.6 14.72 na 21.49 0.15 126 7.0 45 18.375 5.6 17.9 na 23.69 0.15 _ 126 7.0 46 20.125 5.6 10.76 na _ 18.37 0.15 117 7.0 47 19.625 11.59 na 48 19.333 11.84 na 49 18.958 12.51 na 50 18.583 13.74 na 51 15.25 17.07 na 52 17.875 19.12 na 53 17.583 38.56 na 54 19.75 5.6 11.03 na 18.6 0.15 124 7.0 _ 55 19.458 5.6 11.64 na 19.1 0.15 124 7.0 56 19.083 5.6 12.81 na - 20.04 0.15 117 7.0 57 18.75 5.6 14.74 na 21.5 0.15 127 7.0 58 18.375 5.6 17.92 na - 23.71 0.15 127 7.0 59 19.75 5.6 14.95 na 21.65 0.15 124 7.0 60 19.333 15.96 na 61 18.958 16.31 na 62 18.583 17.15 na 63 18.25 18.73 na 64 17.875 21.61 na 65 17.583 39.12 na 66 19.458 5.6 . 15.25 na 21.87 0.15 124 7.0 67 19.083 5.6 16.05 na 22.43 0.15 117 7.0 68 18.75 5.6 17.56 na 23.46 0.15 127 7.0 69 18.375 5.6 20.29 na 25.22 0.15 127 7.0 The maximum velocity is 19.12 and it occurs in the pipe between nodes 52 and 53 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary ALLSTATE FIRE SYSTEMS Page 3 OLD DOMINION Date Fitting Legend Abbrev. Name '% % 1 1'% 1'% 2 2'/ 3 3% 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 Dvk Dry Viking F1 3 5 49 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 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 Zai Ames 4000SS Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) ALLSTATE FIRE SYSTEMS _ Page 2 OLD DOMINION Date City Water Supply: Demand: C1 -Static Pressure 88 D1 - Elevation 8.554 C2 - Residual Pressure: 70 D2- System Flow 357.223 C2 - Residual Flow 2040 D2 -System Pressure 71.016 Hose (Adj City) Hose ( Demand ) 250 D3 -System Demand 607.223 Safety Margin 15.071 150 140 130 P 120 R 110 E 100 S 90 7-1 C1 S 80 2 2 U 70 R 60 E 50 40 30 20 10 D1 300 600 900 1200 1500 1800 2100 2400 2700 FLOW ( NA1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ALLSTATE FIRE SYSTEMS Page 1 OLD DOMINION Date Hydraulic Design Information Sheet Name - OLD DOMINION - Date - 07/27/11 Location - 150 STRONG ROAD, SOUTH WINDSOR, CT. Building - EXISTING BUILDING System No. - 2 Contractor - ALLSTATE FIRE SYSTEMS Contract No. - 2-SPI-11146 .Calculated By - PAUL FORAUER Drawing No. - FP-2 Construction: ( ) Combustible (X) Non-Combustible Ceiling Height - 20' 9 Occupancy - ORDINARY GROUP 1 S (X) NFPA 13 ( -) Lt. Haz. Ord.Haz.Gp. (X) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific. Ruling - Made By Date E M Area of Sprinkler Operation - 1950 - System Type Sprinkler/Nozzle Density - .15 ( ) Wet Make TYCO D Area Per Sprinkler - 127 (X) Dry Model TY-FRB - E Elevation at Highest Outlet - 19.625 ( ) Deluge Size 1/2" S Hose Allowance - Inside ( ) Preaction K-Factor 5. 6 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.155 DEG G Hose Allowance - Outside - 250 N Note Calculation Flow Required - 607.223 Press Required - 71.016 Summary C-Factor Used: 120 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test- - 5-18-11 Cap. - T Time of Test - N.A. Rated Cap.- Elev.- E Static Press - 88 @ Press - R Residual Press - 70 Elev. - Well Flow - 2040 Proof Flow- . S Elevation - 0 U P Location - STRONG RD @INDENT RD P L Source of Information - CT WATER HYDRANT .FLOW TEST RECORDS Y -C Commodity Class - Location O Storage Ht. - Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R O Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf O C - R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal BarriersProvided: Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 Final Calculations - Hazen-Williams ALLSTATE FIRE SYSTEMS Page 7 OLD DOMINION 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 0.0 151.16 21.696 K Factor= 32.45 123 17.90 1.049 IT 5.0 1.000 10.223 K Factor= 5.60 to 120.0 0.0 5.000 0.433 118 17.9 0.1060 0.0 6.000 0.636 Vel = 6.64 0.0 17.90 11.292 K Factor= 5.33 124 18.85 1.049 1 T 5.0 1.000 11.336 K Factor= 5.60 to 120.0 0.0 5.000 0.433 119 18.85 0.1167 0.0 6.000 0.700 Val = 7.00 0.0 18.85 12.469 K Factor= 5.34 125 21.10 1.049 1T 5.0 1.000 14.202 K Factor= 5.60 to 120.0 0.0 5.000 0.433 120 21.1 0.1438 0.0 6.000 0.863 Val = 7.83 0.0 21.10 15.498 K Factor= 5.36 126 17.81 1.049 IT 5.0 1.430 10.115 K Factor= 5.60 to 120.0 1 E 2.0 7.000 0.143 127 17.81 0.1050 0.0 8.430 0.885 Val = 6.61 127 0.0 1.38 0.0 7.270 11.143 to 120.0 0.0 0.0 0.0 128 17.81 0.0276 0.0 7.270 0.201 Val = 3.82 128 17.95 1.38 0.0 12.000 11.344 to 120.0 0.0 0.0 0.0 129 35.76 0.1003 0.0 12.000 1.203 Val = 7.67 129 18.91 1.38 0.0 14.000 12.547 to 120.0 0.0 0.0 0.0 130 54.67 0.2199 0.0 14.000 3.079 Val = 11.73 130 21.20 1.38 1T 6.0 7.520 15.626 to 120.0 0.0 6.000 0.0 122 75.87 0.4033 0.0 13.520 5.452 Val = 16.27 0.0 75.87 21.078 K Factor= 16.53 131 17.95 1.049 1T 5.0 1.000 10.272 K Factor= 5.60 to 120.0 0.0 5.000 0.433 128 17.95 0.1065 0.0 6.000 0.639 Val = 6.66 0.0 17.95 11.344 K Factor= 5.33 132 18.92 1.049 IT 5.0 1.000 11.410 K Factor= 5.60 to 120.0 0.0 5.000 0.433 129 18.92 0.1173 0.0 6:000 0.704 Vel = 7.02 0.0 18.92 12.547 K Factor= 5.34 133 21.19 1.049 1 T 5.0 1.000 14.324 K Factor= 5.60 to 120.0 0.0 5.000 0.433 130 21.19 0.1448 0.0 6.000 0.869 Val = 7.87 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ALLSTATE FIRE SYSTEMS Page 6 OLD DOMINION 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 100.00 Qa= 100.00 360.24 74.965 K Factor= 41.61 110 15.57 1.049 IT 5.0 1.540 7.728 K Factor= 5.60 to 120.0 1 E 2.0 7.000 0.143 111 15.57 0.0819 0.0 8.540 0.699 Val = 5.78 111 0.0 1.38 0.0 2.420 8.570 to 120.0 0.0 0.0 0.0 104 15.57 0.0215 0.0 2.420 0.052 Vel= 3.34 0.0 15.57 8.622 K Factor= 5.30 112 15.88 1.049 IT 5.0 1.000 8.040 K Factor= 5.60 to 120.0 0.0 5.000 0.433 105 15.88 0.0848 0.0 6.000 0.509 Val = 5.90 0.0 15.88 8.982 K Factor= 5.30 113 17.59 1.049 IT 5.0 1.000 9.871 K Factor= 5.60 to 120.0 0.0 5.000 0.433 106 17.59 0.1027 0.0 6.000 0.616 Vel = 6.53 0.0 17.59 10.920 K Factor= 5.32 114 20.77 1.049 1T 5.0 1.000 13.754 K Factor= 5.60 to 120.0 0.0 5.000 0.433 107 20.77 0.1395 0.0 6.000 0.837 Vel = 7.71 0.0 20.77 15.024 K Factor= 5.36 115 17.43 1.049 0.0 1.000 9.686 K Factor= 5.60 to 120.0 0.0 0.0 0.433 116 17.43 0.1010 0.0 1.000 0.101 Vel= 6.47 116 0.0 1.049 IT 5.0 1.000 10.220 to 120.0 1 E 2.0 7.000 0.0 117 17.43 0.1009 0.0 8.000 0.807 Vel = 6.47 117 0.0 1.38 0.0 10.000 11.027 to 120.0 0.0 0.0 0.0 118 17.43 0.0265 0.0 10.000 0.265 Vel = 3.74 118 17.90 1.38 0.0 12.000 11.292 to 120.0 0.0 0.0 0.0 119 35.33 0.0981 0.0 12.000 1.177 Vel= 7.58 119 18.86 1.38 0.0 14.000 12.469 to 120.0 0.0 0.0 0.0 120 54.19 0.2164 0.0 14.000 3.029 Vel = 11.62 . 120 21.10 1.38 1T 6.0 7.520 15.498 to 120.0 0.0 6.000 0.0 121 75.29 0.3976 0.0 13.520 5.375 Vel = 16.15 121 0.0 2.635 0.0 12.000 20.873 to 120.0 0.0 0.0 0.0 122 75.29 0.0171 0.0 12.000 0.205 Vel= 4.43 122 75.87 2.635 0.0 10.000 21.078 to 120.0 0.0 0.0 0.0 108 151.16 0.0618 0.0 10.000 0.618 Vel = 8.89 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations Hazen-Williams ALLSTATE FIRE SYSTEMS Page 5 OLD DOMINION 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 102 14.82 1.049 0.0 1.000 7.000 K Factor=5.60 to 120.0 0.0 0.0 0.433 103 14.82 0.0750 0.0 - 1.000 0.075 Val = 5.50 103 0.0 1.049 2E 4.0 5.920 7.508 to 120.0 IT 5.0 9.000 0.0 104 14.82 0.0747 0.0 14.920 1.114 Val = 5.50 104 15.56 1.38 0.0 4.850 8.622 to 120.0 0.0 0.0 0.0 105 30.38 0.0742 0.0 4.850 0.360 Val = 6.52 105 15.88 1.38 0.0 12.000 8.982 to 120.0 0.0 0.0 0.0 106 46.26 0.1615 0.0 12.000 1.938 Vel = 9.92 106 17.60 1.38 0.0 14.000 10.920 to 120.0 0.0 0.0 0.0 107 63.86 0.2931 0.0 14.000 4.104 Val = 13.70 107 20.76 1.38 IT 6.0 7.520 15.024 to 120.0 0.0 6.000 0.0 108 84.62 0.4935 0.0 13.520 6.672 Val = 18.15 108 151.16 2.635 0.0 5.680 21.696 to 120.0 0.0 0.0 0.0 109 235.78 0.1408 0.0 5.680 0.800 Val = 13.87 109 24.46 2.635 IT 16.474 47.900 22.496 to 120.0 1 E 8.237 24.711 0.0 R2 260.24 0.1690 0.0 72.611 12.272 Val = 15.31 R2 0.0 2.635 1E 8.237 14,000 34.768 to 120.0 0.0 8.237 6.063 R1 260.24 0.1690 0.0 22.237 3.758 Val = 15.31 R1 0.0 2.635 1T 16.474 12.090 44.589 to 120.0 1 E 8.237 24.711 0.0 TOR 260.24 0.1690 0.0 36.801 6.220 Val = 15.31 TOR 0.0 2.635 1 E 8.237 7.670 50.809 to 120.0 1 B 9.61 37.067 6.322 * Fixed loss = 3 BOR 260.24 0.1690 1Fsp 0.0 44.737 7,560 Vel = 15.31 1S 19.22 BOR 0.0 4.26 0.0 2.000 64.691 to 120.0 0.0 0.0 0.0 BDV3 260.24 0.0165 0.0 2.000 0.033 Vel = 5.86 BDV3 0.0 4.26 0.0 4.000 64.724 to 120.0 0.0 0.0 0.0 BOR1 260.24 0.0162 0.0 4.000 0.065 Vel = 5.86 BOR1 0.0 4.26 1 E 13.167 8.000 64.789 to 120.0 1Zai 0.0 13.167 8.600 * Fixed loss = 8.6 UG1 260.24 0.0163 0.0 21.167 0.345 Val = 5.86 UG1 0.0 8.27 1E 28.468 7.000 73.734 to 140.0 0.0 28.468 3.032 UG2 260.24 0.0005 0.0 35.468 0.017 Val = 1.55 UG2 0.0 8.27 1 E 28.468 628.700 76.783 to 140.0 1 G 6.326 90.148 -2.166 TEST 260.24 0.0005 1T 55.354 718.848 0.348 Val = 1.55 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD ALLSTATE FIRE SYSTEMS Page 4 OLD DOMINION Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. 102 24.67 5.6 7.0 na 14.82 0.1 42 7.0 103 23.67 7.51 na 104 23.67 8.62 na 105 23.67 8.98 na 106 23.67 10.92 na 107 23.67 15.02 na 108 23.67 21.7 na 109 23.67 22.5 na R2 23.67 34.77 na R1 9.67 44.59 na TOR 9.67 50.81 na BOR 2.0 64.69 na BDV3 2.0 64.72 na - BOR1 2.0 64.79 na UG1 2.0 73.73 na UG2 -5.0 76.78 na TEST 0.0 74.97 na 100.0 110 - 24.0 5.6 7.73 na 15.57 0.1 120 - 7.0 111 23.67 8.57 na 112 24.67 5.6 8.04 na 15.88 0.1 144 - 7.0 113 24.67 5.6 9.87 na 17.59 0.1 168 7.0 114 24.67 5.6 13.75 na 20.77 0.1 140 7.0 115 24.67 5.6 9.69 na 17.43 0.1 113 7.0 116 23.67 10.22 na 117 23.67 11.03 na 118 23.67 11.29 na 119 23.67 12.47 na 120 23.67 15.5 na 121 23.67 20.87 na - 122 23.67 21.08 na 123 24.67 5.6 10.22 na 17.9 0.1 144 7.0 124 24.67 5.6 11.34 na 18.85 0.1 168 7.0 125 24.67 5.6 14.2 na 21.1 0.1 168 7.0 126 24.0 5.6 10.11 na 17.81 0.1 120 7.0 127 23.67 11.14 na - 128 23.67 11.34 na 129 23.67 12.55 na 130 23.67 - 15.63 na 131 24.67 5.6 10.27 na 17.95 0.1 144 7.0 132 24.67 5.6 11.41 na 18.92 0.1 168 7.0 133 24.67 5.6 14.32 na 21.19 0.1 168 7.0 134 24.0 5.6 19.08 na 24.46 0.1 125 7.0 The maximum velocity is 18.15 and it occurs in the pipe between nodes 107 and 108 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ALLSTATE FIRE SYSTEMS Page 6 2-SPI-11146 CALC 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 250.00 Qa= 250.00 596.59 72.738 K Factor= 69.95 12 17.13 1.38 0.0 9.830 9.362 K Factor= 5.60 to 120.0 0.0 0.0 0.361 13 17.13 0.0256 0.0 9.830 0.252 Val = 3.67 13 17.69 1.38 0.0 9.830 9.975 K Factor= 5.60 to 120.0 0.0 0.0 0.343 14 34.82 0.0955 0.0 9.830 0.939 Vel= 7.47 14 18.79 1.38 0.0 9.830 11.257 K Factor=5.60 to 120.0 0.0 0.0 0.361 15 53.61 0.2121 0.0 9.830 2.085 Vel= 11.50 15 20.73 1.38 1 E 3.0 1.880 13.703 K Factor= 5.60 to 120.0 0.0 3.000 0.072 16 74.34 0.3883 0.0 4.880 1.895 Vel = 15.95 16 0.0 1.38 1 T 6.0 2.670 15.670 to 120.O 0.0 6.000 1.155 7 74.34 0.3884 0.0 8.570 3.367 Vel = 15.95 0.0 74.34 20.192 K Factor= 16.54 17 17.26 1.38 0.0 9.830 9.497 K Factor=5.60 to 120.0 0.0 0.0 0.361 18 17.26 0.0260 0.0 9.830 0.256 Vel = 3.70 18 17.81 1.38 0.0 9.830 10.114 K Factor=5.60 to 120.0 0.0 0.0 0.343 19 35.07 0.0967 0.0 9.830 0.951 Vel = 7.52 19 18.91 1.38 0.0 9.830 11.408 K Factor= 5.60 to 120.0 0.0 0.0 0.361 20 53.98 0.2148 0.0 9.830 2.111 Vel= 11.58 20 20.87 1.38 1 E 3.0 1.880 13.880 K Factor= 5.60 to 120.0 0.0 3.000 0.072 21 74.85 0.3934, 0.0 4.880 1.920 Vel= 16.06 21 0.0 1.38 1 T_ 6.0 2.670 15.872 to 120.0 0.0 6.000 1.173 8 74.85 0.3932 0.0 8.670 3.409 Vel = 16.06 0.0 74.85 20.454 K Factor= 16.55 22 17.50 1.38 0.0 9.830 9.761 K Factor= 5.60 to 120.0 0.0 0.0 0.361 23 17.5 0.0268 0.0 9.830 0.263 Vel = 3.75 23 18.04 1.38 0.0 9.830 10.385 K Factor=5.60 to 120.0 0.0 0.0 0.343 24 35.54 0.0991 0.0 9.830 0.974 Vel = 7.62 24 19.16 1.38 0.0 9.830 11.702 K Factor=5.60 to 120.0 0.0 0.0 0.361 25 54.7 0.2201 0.0 9.830 2.164 Val = 11.73 25 21.12 1.38 1 E 3.0 1.880 14.227 K Factor= 5.60 to 120.0 0.0 3.000 0.072 26 75.82 0.4029 0.0 4.880 1.966 Val = 16.26 Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ALLSTATE FIRE SYSTEMS Page 5 2-SPI-11146 CALC 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 1 17.10 1.38 0.0 9.830 9.324 K Factor= 5.60 to 120.0 0.0 0.0 0.361 2 17.1 0.0256 0.0 9.830 0.252 Val = 3.67 2 17.65 1.38 0.0 9.830 9.937 K Factor= 5.60 to 120.0 0.0 0.0 0.343 3 34.75 0.0951 0.0 9.830 0.935 Val = 7.45 3 18.76 1.38 0.0 9.830 11.215 K Factor= 5.60 to 120.0 0.0 0.0 0.361 4 53.51 0.2113 0.0 9.830 2.077 Val= 11.48 4 20.69 1.38 1 E 3.0 1.880 13.653 K Factor= 5.60 to 120.0 0.0 3.000 0.072 5 74.2 0.3871 0.0 4.880 1.889 Vel = 15.92 5 0.0 1.38 1T 6.0 2.670 15.614 to 120.0 0.0 6.000 1.155 6 74.2 0.3870 0.0 8.670 3.355 Val = 15.92' 6 0.0 3.26 0.0 11.540 20.124 to 120.0 0.0 0.0 0.0 7 74.2 0.0059 0.0 11.540 0.068 Val = 2.85 7 74.34 3.26 0.0 11.500 20.192 to 120.0 0.0 0.0 0.018 8 148.54 0.0212 0.0 11.500 0.244 Val= 5.71 8 74.84 3.26 0.0 11.250 20.454 to 120.0 0.0 0.0 0.018 9 223.38 0.0452 0.0 11.250 0.508 Val = 8.59 9 75.83 3.26 0.0 11.500 20.980 to 120.0 0.0 0.0 0.0 10 299.21 0.0777 0.0 11.500 0.893 Val = 11.50 10 47.38 3.26 1 E 9.408 165.083 21.873 to 120.0 1T 20.159 29.567 0.144 10A 346.59 0.1018 0.0 194.650 19.825 Val = 13.32 10A 0.0 4.26 7E 92.17 205.792 41.842 to 120.0 0.0 92.170 0.181 11 346.59 0.0277 0.0 297.962 8.245 Val = Z80 11 0.0 4.26 2E 26.334 76.500 50.268 to 120.0 0.0 26.334 0.052 TDV1 346.59 0.0277 0.0 102.834 2.846 Val = 7.80 TDV1 0.0 4.26 1T 26.334 14.380 53.166 to 120.0 1 Dvk 6.584 48.718 6.228 BDV1 346.59 0.0277 1 B 15.8 63.098 1.746 Val = 7.80 BDV1 0.0 4.26 1E 13.167 10.000 61.140 to 120.0 1Zai 0.0 13.167 9.470 * Fixed loss = 9.47 UG1 346.59 0.0277 0.0 23.167 0.642 Val = 7.80 UG1 0.0 8.27 1 E 28.468 7.000 71.252 to 140.0 0.0 28.468 3.032 UG2 346.59 0.0008 0.0 35.468 0.028 Val = 2.07 UG2 0.0 8.27 1 E 28.468 628.700 74.312 to 140.0 1 G 6.326 90.148 -2.166 TEST 346.59 0.0008 1T 55.354 718.848 0.592 Val = 2.07 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD ALLSTATE FIRE SYSTEMS Page 4 2-SPI-11146 CALC Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. - Actual Actual Reg. 1 22.625 5.6 9.32 na 17.1 0.15 114 7.0 2 21.792 5.6 9.94 na - 17.65 0.15 114 7.0 3 21.0 . 5.6 - 11.21 na 18.75 0,15 114 7.0 4 20.167 5.6 13.65 na 20.69 0.15 114 7.0 5 20.0 - 15.61 na 6 17.333 20.12 na 7 17.333 20.19 na. 8 17.292 20.45 na 9 17.25 20.98 na 10 17.25 21.87 na 10A 16.917 41.84 na 11 16.6 50.27 na TDV1 16.38 53.17 na BDV1 2.0 61.14 na UG1 2.0 71.25 na UG2 -5.0 74.31 na TEST 0.0 72.74 na 250.0 12 22.625 5.6 9.36 na 17.13 0.15 114 7.0 13 21.792 5.6 9.98 na 17.69 0.15 114 7.0 14 21.0 5.6 11.26 na 18.79 0.15 114 7.0 15 20.167 5.6 13.7 na 20.73 0.15 114 7.0 16 20.0 15.67 na 17 22.625 5.6 9.5 na 17.26 0.15 114 7.0 18 21.792 5.6 10.11 na 17.81 0.15 114 7.0 19 - 21.0 5.6 11.41 na 18.91 0.15 114 7.0 20 - 20.167 5.6 13.88 na 20.86 0.15 114 7.0 21 20.0 15.87, na 22 22.625 5.6 9.76 na 17.5 0.15 114 7.0 23 21,792 5.6 10.38 na 18.05 0.15 114 7.0 24 21.0 5.6 11.7 na 19.16 0.15 114 TO 25 20.167 5.6 14.23 na 21,12 0.15 114 -7.0 26 20.0 16.27 na 27 21.0 5.6 17.5 na 23.42 0.15 114 7.0 28 20.167 5.6 18.31 na 23.96 0.15 114 7.0 29 20.0 19.2 na The maximum velocity is 16.26 and it occurs in the pipe between nodes 25 and 26 Cmmnuter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary ALLSTATE FIRE SYSTEMS Page 3 2-SPI-11146 CALC Date Fitting Legend Abbrev. Name Y '/. 1 1Ys 1'/: 2 2'/ 3 3'/ 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 Dvk Dry Viking F1 3 5 49 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 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 Zai Ames 4006SS Fitting generates a Fixed Loss Based on Flow - Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) ALLSTATE FIRE SYSTEMS Page 2 2-SPI-11146 CALC Date City Water Supply: Demand: C1 -Static Pressure : 88 D1 - Elevation 9.799 C2- Residual Pressure: 70 D2-System Flow 346.592 C2 - Residual Flow 2040 D2- System Pressure 72.738 Hose (Adj City) Hose( Demand ) 250 D3-System Demand 596.592 Safety Margin 13.410 150 140 130 P 120 R 110 E 100 S 90 C1 S 80 C q1 E 1 02 U 70 D3 R 60 E 50 40 30 20 10 D1 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 ALLSTATE FIRE_SYSTEMS Page 1 OLD DOMINION Date Hydraulic Desiqn Information Sheet Name - OLD DOMINION Date - 07/27/11 Location - 150 STRONG ROAD, SOUTH WINDSOR, CT. Building - NEW ADDITON System No. - 1 Contractor - ALLSTATE FIRE SYSTEMS Contract No. - 2-SPI-11146 Calculated By - PAUL FORAUER Drawing No. - FP-1 Construction: ( ) Combustible (X) Non-Combustible Ceiling Height - 20'0 Occupancy - ORDINARY GROUP 1 S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. (X) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 2031 System Type Sprinkler/Nozzle Density - - .15 ( ) Wet Make TYCO D Area Per Sprinkler - 114 (X) Dry Model TY-FRB - E Elevation at Highest Outlet - 19.625 ( ) Deluge Size 1/2" S Hose Allowance - Inside - ( ) Preaction K-Factor 5. 6 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.155 DEG G Hose Allowance - Outside - 250 N Note Calculation Flow Required - 596.592 Press Required - 72.738 . Summary C-Factor Used: 120 Overhead 140 Underground �W Water Flow Test: Pump Data: Tank or Reservoir: _ A Date of Test - 5-18-11 Cap. T Time of Test - N.A. Rated Cap.- Elev.- E Static Press - 88 @ Press - R Residual Press - 70 Elev. - Well Flow - 2040 Proof Flow S Elevation - 0 U P Location - STRONG RD @INDENT RD P L Source of Information - CT WATER HYDRANT FLOW TEST RECORDS, Y C Commodity Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized a Rack M ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S- R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. -Row ( ) Open Shelf O C R. K Flue Spacing - Clearance:Storage to Ceiling A Longitudinal _ Transverse G E Horizontal Barriers Provided: - Computer Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 r . . . Fire Protection by Computer Design Q !9 O Ga Mp ALLSTATE FIRE SYSTEMS LICA0,00013 92 WESTON STREET r HARTFORD CT. 06146 R. 860-246-7711 l Job Name OLD DOMINION Building NEW ADDITON Location 150 STRONG ROAD, SOUTH WINDSOR, CT. System 1 Contract 2-SPI-11146 Data File 2-SPI-11146 CALC AREA 1.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ALLSTATE FIRE SYSTEMS Page 7 2-SPI-11146 CALC Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ***** Point Qt Pf/Ft Ecjv. Ln. Total Pf Pn 26 0.0 1.38 1 T 6.0 2.750 16.265 to 120.0 0.0 6.000 1.191 9 75.82 0.4027 0.0 8.750 3.524 Val= 16.26 0.0 75.82 20.980 K Factor= 16.55 27 23.42 1.38 0.0 9.830 17.497 K Factor= 5.60 to 120.0 0.0 0.0 0.361 28 23.42 0.0459 0.0 9.830 0.451 Val = 5.02 28 23.97 1.38 1 E 3.0 1.880 18.309 K Factor= 5.60 to 120.0 0.0 3.000 0.072 29 47.39 0.1689 0.0 4.880 0.824 Vel= 10.17 29 0.0 1.38 1T 6.0 2.750 19.205 to 120.0 0.0 6.000 1.191 10 47.39 0.1688 0.0 8.750 1.477 Vel= 10.17 0.0 47.39 21.873 K Factor= 10.13 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087