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HomeMy WebLinkAbout2701 Tamarack - Building Plans & Drawing e Medical Office Building Drawing Date:1-12-15 2/ 3/15 8:16 ' HYDRAULIC DESIGN INFORMATION SHEET Job Name: Medical Office Building Location; 44T Tamarack Avenue A?C'; South Windsor, CT Drawing Date: 1-12-15 Contractor:.. Central Connecticut Fire ProtectionI,oIncArea Telephoner203-238-2122 P.O.Box 1825 1400 Old North Colony Road Meriden, CT 06450 Designer: Jeffrey Germaine Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Construction: Lansdale, PA 19446 Reviewing Authorities:LOCAL Occupancy:Offices SYSTEM DESIGN Coae:N1`PA-13 Hazard:LIGHT Area of Sprinkler Oper. 917 sq ft Density (gpm/sq ft) I System Type:WET Sprinkler or Nozzle Area per Sprinkler 0. 100 I Make: VIC 149. 0 sq ft1 Hose Allowance Inside Model: V27 Hose Allowance Outside 0 gpm I K-Factor: 5. 60 100 gpm I Temperature Rating: 155 CALCULATION SUMMARY 13 Flowing Outlets gpm Required: 312.1 psi Required: 64.2 @ MDC MAIN WATER SUPPLY Water Flow Test ► Pump Data Date of Test 9-24-14 I Rated Capacity 0 gpm I Static Pressure 90. 0 psi I Rated Pressure 0. 0 Residual Pres 72. 0 psi I Elevation psi At a Flow of 0 1463 gpm I Make: I Elevation 0" I Model: Location: Tamarack Road South Source of Information: CTWater SYSTEM VOLUME 186 Gallons Notes: Medical Office Building Drawing Date:1-12-15 2/ 3/15 8:16 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION HYDRAULIC FLOW LOSS LENGTH C ID gPm psi TOTALS Hydr Ref W Required at Hyd Area 2 1 2-1/2" Grvd Tee Firelock 212 45.9 psi 1 Pipe 21-�" 10x21 12 ' 120 2 .469 212 1. 8 1 21-�" Grvd Shotgun Valve "90„ 4 ' 120 2. 635 212 0. 5 2 21-�" Grvd Butterfly Valve VIC "BFV 9' 120 2.469 212 1. 4 20 1 21W' Grvd Back Flow Valve Apollo CHART 4 ' 1 LOSS 2.469 212 2.2 1 6" x 2-1/2" Grvd Reducer Conc �� r 212 7. 4 Elevation Change 11 �p20 6. 065 212 0, 0 1 Pipe 6" DIx18 Cl 350 4 . 8 100 ' 140 6.338 212 0. 1 Fixed Flow Flow Loss 100 gpm Hydr Ref R1 Required at MDC MAIN Water Source '90. 0 psi static, 72. 0 psi residual @ 1463 312 64.2 psi gpm 312 gpm 89.0 psi SAFETY PRESSURE --_-- 24.8 psi Available Pressure of 89.0 psi Exceeds Required Pressure of 64.2 This is a safety margin of 24.8 psi or 28 % of Supply This Maximum Water Velocity is 18.8 fps Medical Of-fice Building Drawing Date:1-12-15 2/ 3/15 8:16 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90 ' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. K FACTOR Flow factor for open head or path where Flow (gpm) = K x Qa Flow added or subtracted -\/p Qt Total flow DIA Actual internal diameter of pe C Hazen Williams pipe roughnesslffactor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0. 433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4 .52 x (Q/C) ^1. 85 / ID^4 .87 Pv Velocity pressure (psi) where Pv = 0. 001123 x Q^2/ID^4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES: - Pressures are balanced to 0. 01 psi. Pressures are listed to 0. 1 psi. Addition may vary by 0. 1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations Medical Office Building Drawing Date:1-12-15 2/ 3/15 8:16 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL NUMBER K-FACTOR MINIMUM ACTUAL (FT) (GPM/ (PSI^J LOW ) ) (PSI) (GPM) FLOW DENSITY (GPM) (GPM/SQ.FT) 40 24 . 83 8. 6 40S 24 . 00 5. 60 41 24 .83 8.7 16.2 14 . 9 0. 11 41S 24 . 00 5. 60 43 24 .83 8.5 16.3 14 . 9 0. 11 43S 24 . 00 5 8. 9 . 60 8.7 44 24 . 83 9.l 16. 6 14 . 9 0.11 44S 24 . 00 5. 60 8. 9 16. 7 45 24 .83 9 8 14 . 9 0. 11 45S 24 . 00 5. 60 47 24 . 83 9.8. 6 17. 4 14 . 9 0. 12 47S 24 . 00 5. 60 8.8 48 24 . 83 9.2 16. 6 14 . 9 0. 11 48S 27. 00 5. 60 7. 6 49 24 . 83 9. 6 15.5 14 . 9 0. 10 49S 24 . 00 5. 60 9.7 51 24 . 83 8 .2 17.5 14 . 9 0.12 51S 24 .00 5. 60 52 24. 83 8. 6 16.2 14 . 9 0.11 52S 27. 00 5. 60 54 24 . 83 7.1 14 . 9 14 . 9 0.10 54S 24 . 00 8.5 55 24 . 83 5. 60 8. 9 8 . 6 16. 4 14 . 9 0.11 55S 27. 00 5. 60 56 24 .83 7.4 15.2 14 . 9 0.10 56S 24 . 00 5 8. 7 . 60 8. 8 61 24. 83 9. 0 16. 6 14 . 9 0.11 62 24 .83 9. 7 63 24 .83 9 2 64 24 . 83 9 3 66 24 .83 8. 8 67 24. 83 . 1 14 Al 10. 83 14 C1 24 . 83 45. 6 C2 24 .83 16. C3 24 . 83 .1 7 7 C4 24 . 83 1 . C5 24 . 83 .2 22 C6 24 . 83 22 D1 10 .. 83 45. 0 D2 10. 83 45. 6 D3 10. 83 45. 6 D4 10:. 83 45.6 D5 10. 83 45. 6 D6 10. 83 45. 6 E1 24 . 83 10.1 E2 24 . 83 10.2 E3 24 . 83 10. E4 24 . 83 10. 3 E5 24 . 83 11. 4 E6 24. 83 12.4 Medical Office Building Drawing Date:1-12-15 2/ 3/15 8:16 Page 5 NODE ELEVATION SPRINKLER PRESSURE ACTUAL NUMBER K-FACTOR MINIMUM ACTUAL (FT) (GPM/ (pSIA;_�) ) FLOW FLOW DENSITY (PSI) (GPM) (GPM) (GPM/SQ.FT) E7 24 .83 12.5 E8 24 . 83 .5 . F1 10. 83 12 12 F2 10.83 45. 6 F3 10.83 45. 6 F4 10. 83 45. 6 F5 10.83 45. 6 F6 10. 83 45. 6 W 10.83 45. 9 Max velocity of 18. 81 occurs in the pipe from C6 TO C5 Nodes with "S" indicate a node at the top of a sprig .or bottom of drop pendent. The node without an "S" is on the branch. Medical Office Building Drawing Date:1-12-15 Tyco Fire Products 2/ 3/15 5:16 Page 6 HYD. Qa DIA. FITTING PIPE REF "C" TYPES FTNG'S Pt Pt POINT Qt Pf/ft Pe Pv ******* NOTES ******* TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 51 TO W (PRIMARY PATH) 16. 19 1.049 1E 0.83 8.4 51S C=120 8. 4 K = 5. 60 16. 19 0.088 2.00 -0. 4 0. 0 2.83 0.2 8.4 Vel = 6. 07 51 1. 049 1T 1.31 8.2 8.2 EqK = 5. 64 C=120 5. 00 0. 0 0. 0 16. 19 0. 088 6.31 0. 6 8.2 Vel = 6.07 18.29 1. 442 1T 10.50 8•g 66 C=120 8. 8 34 . 48 0. 076 7.43 0.0 0.0 See PATH 4 17. 93 1.4 8. 8 Vel = 6. 84 29. 67 2. 157 3.23 10.2 10.2 E2 C=120 64 . 15 0.034 0�00 0. 0 0.0 See PATH 2 3.23 0. 1 10.2 Vel = 5. 69 17.46 2. 157 3.46 10.3 10.3 E3 C=120 81. 61 0. 052 0• 00 0.0 0.0 See PATH 11 3.46 0.2 10.3 Vel = 7.24 31. 05 2. 157 12. 88 10.4 10. 4 E4 C=120 112. 66 0. 095 0. 00 0. 0 0. 0 See PATH 6 12.88 1.2 10. 4 Vel = 9. 99 -31. 90 2. 157 14 . 00 11.7 11.7 E5 C=120 80. 75 0. 051 0�00 0.0 0. 0 See PATH 12 14 . 00 0.7 11. 7 Vel = 7. 16 -36.34 2. 157 4 .50 12.4 12. 4 E6 C=120 44 . 41 0. 017 0.00 0. 0 0. 0 See PATH 13 4 .50 0. 1 12.4 Vel = 3. 94 -22. 07 1. 442 1E 30. 04 12.5 12.5 E7 C=120 2T 22 .35 0. 034 18.58 0.0 0.0 See PATH 14 48. 62 1. 6 12.5 Vel = 4 . 43 22. 07 1.442 1E 48. 17 14. 1 67 C=120 2T 14 . 1 44 . 41 0. 121 18 .58 0. 0 0.0 See PATH 14 66.75 8. 1 14 . 1 Vel = 8. 81 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Medical Office Building Drawing Date:1-12-15 Tyco Fire Products 2/ 3/15 8:16 Page 7 HYD. 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FITTING PIPE REF ncsr Pt Pt TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 51 TO W (PRIMARY PATH) 167. 71 2. 157 2E 29.38 22.2 22.2 C5 C=120 212. 12 0.307 12.31 0. 0 0.0 See PATH 3 41. 68 12 . 8 22.2 Vel = 18.81 2. 635 2E 22. 44 35. 0 35. 0 C6 C=120 16. 47 212. 12 0. 116 6. 1 0. 0 38. 92 4 .5 35. 0 Vel = 12. 60 Al 2. 635 3.35 45. 6 45. 6 C=120 0. 00 0. 0 0. 0 212. 12 0. 116 3.35 0. 4 45. 6 Vel = 12. 60 W 212 . 12 45. 9 K = 31.29 PATH 2 FROM HYDRAULIC REFERENCE 54 TO E2 16. 44 1. 049 1E 0.83 8 . 6 54S C=120 8.0 K = 2 5. 60 16. 44 0. 091 .00 -0.4 0.0 2.83 0.3 8. 6 Vel = 6. 16 54 1.049 1T 0.86 8.5 8.5 EqK = 5. 63 C=120 5. 00 0.0 0.0 16. 44 0. 091 5.86 0.5 8.5 Vel = 6. 16 13.23 1. 442 1T 10.50 9.0 61 C=120 9. 0 29. 67 0. 057 7. 43 0.0 0. 0 See PATH 7 17 . 93 1.0 9. 0 Vel = 5• 89 2. 157 10. 45 10.1 10. 1 E1 C=120 0.00 0. 0 0. 0 29. 67 0. 008 10. 45 0. 1 10. 1 Vel = 2. 63 E2 29. 67 10.2 K = 9. 31 PATH 3 FROM HYDRAULIC REFERENCE 40 TO C5 16.23 1.049 1T 0.83 8. 4 40S C=120 8. 4 K = 5. 60 5. 00 -0. 4 0. 0 16.23 0. 088 5. 83 0.5 8. 4 Vel = 6. 08 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Medical Office Building Drawing Date:1-12-15 2/ 3/15 8:16 Tyco Fire Products Page 8 HYD. 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FITTING PIPE REF licitTYPES Pt Pt FTNG'S Pe NOTES******* ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 3 FROM HYDRAULIC REFERENCE 40 TO C5 CONTINUED 40 1.442 8.50 8. 6 8. 6 EqK = 5.55 C=120 0. 00 0. 0 0. 0 12. 83 0. 012 8.50 0. 1 8. 6 Vel = 2.55 16. 32 1. 442 1T 10. 78 8. 7 41 C=120 8.7 EqK = 5.55 29. 15 0. 055 7. 43 0. 0 0.0 18.21 1. 0 8. 7 Vel = 5. 78 17. 63 1 . 442 3E 33.75 9. 7 62 C=120 1T 9.7 46.79 0. 133 18.58 0. 0 0. 0 See PATH 5 52.33 7. 0 9.7 Vel = 9.28 C2 52. 68 2. 157 13.75 16. 6 16. 6 C=120 99. 47 0. 076 0.00 0. 0 0.0 See PATH 8 13.75 1. 0 16. 6 Vel = 8. 82 31. 90 2. 157 13. 13 17. 7 C3 C=120 17.7 131.37 0. 126 0. 00 0. 0 0.0 See PATH 12 13. 13 1. 7 17.7 Vel = 11 . 65 36.34 2. 157 14 .38 19.3 C4 C=120 19.3 167. 71 0. 199 p•00 p p 0.0 See PATH 13 14 .38 2. 9 19.3 Vel = 14 .87 C5 167.71 22 .2 K = 35. 60 16.32 1. 049 1T 0.83 8.5 41S C=120 5. 00 -0. 4 0. 0 8.0 K = 5. 60 16. 32 0. 089 5. 83 0.5 8.5 Vel = 6. 12 41 16.32 8.7 K = 5.55 PATH 4 FROM HYDRAULIC REFERENCE 40 TO 66 16.23 1. 049 1T 0. 83 8 . 4 40S C=120 8•4 K = 5. 60 16.23 0. 088 5.00 -0. 4 0. 0 5. 83 0.5 8. 4 Vel = 6. 08 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Medical Office Building Drawing Date:1-12-15 2/ 3/15 5:16 Tyco Fire Products Page 9 HYD, Qa DIA. FITTING PIPE REF nCrr Pt Pt POINT TYPES FTNG'S Pe Pv ******* Qt Pf/ft TOTAL Pf NOTES ******* Pn PATH 4 FROM HYDRAULIC REFERENCE 40 TO 66 CONTINUED 40 1.442 9.33 8, 6 8. 6 EqK =C=120 0. 00 0. 0 3.39 0. 001 0. 0 5.55 9.33 0. 0 8. 6 Vel = 0. 67 52 14 . 90 1. 442 10. 17 8. 6 8. 6 EqK = 5.09 C=120 0.00 18 .29 0.023 0. 0 0. 0 10. 17 0.2 8. 6 Vel = 3. 63 66 18.29 8. 8 K = 6. 17 14 . 90 1. 049 1T 2 . 17 52S C=120 5.00 p, g 7, 1 K = 5. 60 14 . 90 0. 075 0.0 7.17 0.5 7, 1 Vel = 5.59 52 14 . 90 8' 6 K = 5. 09 PATH 5 FROM HYDRAULIC REFERENCE 56 TO 62 16.57 1. 049 1E 0. 83 8.8 8. 8 K = 5. 60 56S C=120 16.57 0.092 2' 00 -0.4 0 , 0 2 .83 0.3 8.8 Vel = 6.21 1. 049 1T 0.54 8 ,7 56 C=120 . EqK = 5. 63 16.57 0. 092 5.00 0.0 0 0. 00 5.54 0.5 8. 7 Vel = 6.21 1. 06 1. 442 1T 15. 42 9,2 63 C=120 9.2 17. 63 0, 022 7'43 0.0 0. 0 See PATH 10 22.85 0.5 9.2 Vel = 3. 50 62 17. 63 9. 7 K = 5. 67 PATH 6 FROM HYDRAULIC REFERENCE 47 TO E4 16. 63 1. 049 1E 0. 83 47S 88 C=120 2. 00 8 8 0 .0 K = 5. 60 16. 63 0. 092 -0. 4 0. 0 2 . 83 0. 3 8. 8 Vel = 6.23 UNITS DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Nedical Office Building Drawing Date:1-12-15 2/ 3/15 8:16 Tyco Fire Products Page 10 HYD. Qa DIA• FITTING PIPE REF "c" TYPES FTNG'S Pt Pt POINT Qt Pf/ft Pe PV ******* NOTES ******* TOTAL Pf Pn PATH 6 FROM HYDRAULIC REFERENCE 47 TO E4 CONTINUED 47 1. 049 1T 1.50 8. 7 8.7 EqK = 5. 63 C=120 5.00 0. 0 0. 0 16. 63 0.092 6.50 0. 6 8.7 Vel = 6.23 14 . 42 1. 442 1T 10. 63 64 C=120 9.3 9.3 31. 05 0. 062 7. 43 0. 0 0.0 See PATH 9 18.06 1. 1 9.3 Vel = 6. 16 E4 31. 05 10.4 K = 9. 61 PATH 7 FROM HYDRAULIC REFERENCE 55 TO 61 15.24 1. 049 1T 2.17 7. 4 55S C=120 5.00 0, 9 0. 0 K = 5. 60 15.24 0.079 7. 17 0. 6 7.4 Vel = 5. 71 55 1.442 10. 17 8 . 9 C=120 0.00 0. 0 8. 0 . 9 EqK = 5.11 13.23 0. 013 10. 17 0, 1 8 . 9 Vel = 2. 62 61 13.23 9. 0 K = 4 . 40 PATH 8 FROM HYDRAULIC REFERENCE 55 TO C2 15.24 1. 049 1T 2 . 17 74 55S C=120 5. 00 0 . .0 K = 5. 60 15.24 0.079 . 9 0 0. 0 7.17 0. 6 7 . 4 Vel = 5.71 55 1. 442 9.33 8 . 9 C=120 0. 00 0. 0 8. 9 EqK = 5. 11 2 .01 0. 000 . 0 9. 33 0. 0 8. 9 Vel = 0. 40 16. 56 1. 442 8.50 8. 9 43 C=120 8, 9 EqK = 5.55 0. 00 0.0 0. 0 18.57 0. 024 8.50 0.2 8. 9 Vel = 3. 68 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Medical Office Building Drawing Date:1-12-15 2/ 3/15 8:16 Tyco Fire Products Page 11 HYD. 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FITTING PIPE REF licitTYPES FTNG'S Pt Pt Pe Pv POINT Qt Pf/ft ******* NOTES ******* TOTAL Pf Pn PATH 8 FROM HYDRAULIC REFERENCE 55 TO C2 CONTINUED 16. 74 1.442 9.04 9. 1 9.1 EqK = 5.54 44 C=120 0. 00 0.0 0. 0 35.31 0.079 9. 04 0.7 9. 1 Vel = 7.01 17 .36 1. 442 2E 24 . 18 9. 8 0.8 EqK = 5.54 45 C=120 1T 14.86 0.0 0. 0 52. 68 0. 166 39. 05 6.5 9.8 Vel = 10.45 2. 157 13.75 16.3 16.3 C1 C=120 0. 00 0. 0 0.0 52. 68 0. 023 13.75 0.3 16.3 Vel = 4. 67 C2 52 . 68 16. 6 K = 12 . 92 16.56 1.049 1T 0.83 8.7 43S C=120 8.7 K = 5. 60 16.56 0. 092 5. 00 -0. 4 0. 0 5.83 0.5 8.7 Vel = 6.21 43 16. 56 8. 9 K = 5.55 16.74 1. 049 1T 0.83 8. 9 8.0 K = 5. 60 44S C=120 5.00 -0.4 0. 0 16. 74 0. 094 5.83 0.5 8. 9 Vel = 6.28 44 16. 74 9. 1 K = 5. 54 17.36 1.049 1T 0. 83 9. 6 45S C=120 9. 6 K = 5. 60 5.00 -0. 4 0. 0 17.36 0. 100 5. 83 0. 6 9. 6 Vel = 6.51 45 17. 36 9.8 K = 5.54 PATH 9 FROM HYDRAULIC REFERENCE 48 TO 64 15. 48 1.049 1T 2.17 7. 6 48S C=120 7. 6 K = 5. 60 5. 00 0. 9 0. 0 15. 48 0.081 7. 17 0. 6 7 . 6 Vel = 5. 80 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Nedical Office Building Drawing Date:1-12-15 Tyco Fire Products 2/ 3/15 8:16 Page 12 HYD. 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FITTING PIPE REF "C" TYPES FTNG'S Pt Pt Pe Pv POINT Qt Pf/ft ******* NOTES ******* TOTAL Pf Pn PATH 9 FROM HYDRAULIC REFERENCE 48 TO 64 CONTINUED 48 1.442 10.38 9.2 9.2 EqK = 5.11 C=120 0.00 0.0 0. 0 14 .42 0.015 10.38 0.2 9.2 Vel = 2. 86 64 14. 42 9.3 K = 4 .72 PATH 10 FROM HYDRAULIC REFERENCE 48 TO 63 15. 48 1. 049 1T 2. 17 7. 6 48S C=120 7. 6 K = 5. 60 5.00 0. 9 0.0 15. 48 0. 081 7.17 0. 6 7. 6 Vel = 5.80 1.442 6. 17 9.2 9.2 EqK = 5. 11 48 C=120 0. 00 0. 0 0.0 1. 06 0.000 6.17 0. 0 9.2 Vel = 0.21 63 1. 06 9.2 K = 0.35 PATH 11 FROM HYDRAULIC REFERENCE 49 TO E3 17. 46 1. 049 1E 0. 83 9.7 49S C=120 9.7 K = 5. 60 2. 00 -0. 4 0. 0 17. 46 0. 101 2. 83 0.3 9. 7 Vel = 6.54 1. 049 1T 1. 17 9. 6 9. 6 EqK = 5. 62 49 C=120 5. 00 0. 0 0. 0 17. 46 0. 101 6. 17 0. 6 9. 6 Vel = 6.54 E3 17. 46 10.3 K = 5. 45 Now PATH 12 FROM HYDRAULIC REFERENCE E5 TO C3 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Medical Office Building Drawing Date:1-12-15 Tyco Fire Products 2/ 3/15 8:I6 Page 13 HYD. Qa DIA. FITTING PIPE REF FTC IT Pt Pt POINT TYPES FTNG'S Pe Pv ******* NOTES ******* Qt Pf/ft TOTAL Pf Pn PATH 12 FROM HYDRAULIC REFERENCE E5 TO C3 CONTINUED 31. 90 1.442 2E 69.21 11. 7 E5 C=120 2T 11. 7 22.30 0.0 0.0 See PATH 1 31. 90 0. 066 91.50 6.0 11.7 Vel = 6.33 C3 31. 90 17.7 K = 7.59 PATH 13 FROM HYDRAULIC REFERENCE E6 TO C4 36.34 1. 442 2T 68.33 12. 4 12.4 E6 C=120 14 .86 0. 0 0. 0 See PATH 1 36.34 0.083 83.20 6. 9 12 .4 Vel = 7.21 C4 36.34 19.3 K = 8 .27 PATH 14 FROM HYDRAULIC REFERENCE E7 TO 67 E7 22 . 07 2. 157 9. 79 12.5 12.5 C=120 22. 07 0. 005 0. 00 0. 0 0. 0 See PATH 1 9. 79 0. 0 12.5 Vel = 1. 96 1. 442 3T 26. 08 12.5 12.5 E8 C=120 22.30 22. 07 0. 033 0. 0 0. 0 48 .38 1. 6 12.5 Vel = 4 .38 67 22. 07 14 . 1 K = 5. 87 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) 1Y1cu1�, vnice tswaing Static Pres: 90.0 psi Pressure: 64.2 psi In:* H�o gpmce 14 Tamarack Avenue Resid. Pres: 72.0 psi Sys Flow: 212 gpm Out: 100 gpm South Windsor, CT Flow: 1463 gpm Sys+Hose: 312 gpm Remote Area: 2 Date: 9-24-14 Safety Pres: 24.8 psi Loc: Tamarack Road South Hd Elv Pres: 5.7 psi 140 120 100 Su I 80 60 100 gpm hose 40 20 .7 psi 100 150 200 250 300 350 400 450 500 Flnw lnnm\