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HomeMy WebLinkAbout1559 Sullivan Avenue - Building Plans & c Hartford Medical Group Drawing Date:5/4/2012 5/ 8112 11:33 - HYDRAULIC DESIGN INFORMATION SHEET Job Name: Hartford Medical Group South Windsor, CT Drawing Date: 5/4/2012 Remote Area Number: 1 Contractor: Central Connecticut Fire Protection, inc Telephone:203-238-2122 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. Lansdale, PA 19446 Construction: Occupancy:OFFICE Reviewing Authorities:LOCAL SYSTEM DESIGN Code:NFPA-13 Hazard:LIGHT System Type:WET Area of Sprinkler Oper. 1558 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0. 100 ► Make: VIC Area per Sprinkler 149. 0 sq ftl Model: V27 Hose Allowance Inside 0 gpm I K-Factor: 5. 60 Hose Allowance Outside 100 gpm Temperature Rating: 155 CALCULATION SUMMARY 14 Flowing Outlets gpm Required: 343.7 psi Required: 42.5 @ MDC Main WATER SUPPLY Water Flow Test I Pump Data Date of Test 5-3-12 I Rated Capacity 0 gpm Static Pressure 60. 0 psi I Rated Pressure 0. 0 psi Residual Pres 46. 0 psi I Elevation 0 I At a Flow of 1110 gpm Make: Elevation 0" I Model: Location: 1559 Sullivan Ave Source of Information: MDC & CCFP SYSTEM VOLUME 251 Gallons Notes: +F Hartford Medical Group Drawing Date:51412012 51 8112 11:33 HYDRAULIC CALCULATION DETAILS Arry HYDRAULIC FLOW LOSS gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 244 33.6 psi 1 4" Grvd 90 Ell Firelock 10 ' 120 4 .026 244 0.2 1 Pipe 4" 10x21 6' 120 4.260 244 0. 1 2 4" Grvd Butterfly Valve VIC "705W 24 ' 120 4 .026 244 0.5 1 4" Grvd Back Flow Valve Ames "200 CHART LOSS 244 3. 4 1 6" x 4" Grvd Reducer 0' 120 6.065 244 0. 0 Elevation Change 916" 4 .1 1 Pipe 6" DIx18 C1 350 400' 140 6.338 244 0. 6 Fixed Flow Outside Hose Allow. 100 gpm Hydr Ref R1 Required at MDC Main 344 42.5 psi Water Source 60.0 psi static, 46. 0 psi residual @ 1110 gpm 344 gpm 58.4 psi SAFETY PRESSURE 15.9 psi Available Pressure of 58.4 psi Exceeds Required Pressure of 42.5 psi This is a safety margin of 15.9 psi or 27 % of Supply Maximum Water Velocity is 12. 8 fps Hartford Medical Group Drawing Date:5/4/2012 5/ 8112 11:33 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 -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor 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 Hartford Medical Group Drawing Date:5/4/2012 5/ 8112 11:33 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL (FT) (GPM/ (PSI^ ) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 2 24. 08 10.2 2S 23.42 5. 60 10.2 17 . 9 14 . 9 0. 12 3 24 .08 8 .3 3S 23.42 5. 60 8 . 4 16.2 14. 9 0. 11 4 24 .08 7.8 4S 23.42 5. 60 7. 8 15.7 14 . 9 0.11 5 24.08 7. 0 5S 23.42 5. 60 7. 1 14. 9 14 . 9 0.10 7 24.08 11.2 7S 23. 42 5. 60 11.2 18 .7 14 . 9 0.13 8 24.08 9. 8 8S 9.00 5. 60 13. 9 20. 9 14 . 9 0. 14 9 24 . 08 8. 9 9S 9. 00 5. 60 13.1 20.3 14 . 9 0.14 10 24. 08 11. 7 10S 23. 42 5. 60 11. 7 19. 1 14 . 9 0. 13 11 24. 08 11.8 11S 23. 42 5. 60 11. 8 19.2 14. 9 0.13 12 24 . 08 10.4 12S 23. 42 5. 60 10. 4 18 . 1 14 . 9 0.12 13 24.08 8.3 13S 23.42 5. 60 8.3 16.2 14 . 9 0.11 14 24 .08 8. 1 14S 23. 42 5. 60 8 . 1 16. 0 14. 9 0.11 15 24. 08 7. 4 15S 23. 42 5. 60 7.5 15.3 14 . 9 0. 10 16 24. 08 7.3 16S 23. 42 5. 60 7.3 15.2 14. 9 0. 10 21 24. 08 10.8 22 24. 08 8 .9 23 24.08 8 .2 24 24. 08 11. 9 25 24 . 08 10. 6 26 24. 08 12.3 27 24 . 08 11.3 28 24.08 11 . 1 29 24. 08 10.2 30 24. 08 8. 8 31 24. 08 8. 6 Al 24 .08 12.3 A2 24. 08 12.3 A3 24 . 08 12. 4 A4 24 .08 12 . 5 A5 24 . 08 12 . 6 A6 10. 17 32 . 1 w 9.75 33. 6 Max velocity of 12. 84 occurs in the pipe from 27 TO 28 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. Hartford Medical Group Drawing Date:5/4/2012 5/ 8/12 11:33 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 5 TO W (PRIMARY PATH) 14 . 90 1. 049 1E 0 . 67 7 . 1 7 . 1 K = 5. 60 5S C=120 2 .00 -0. 3 0. 0 14. 90 0. 075 2 . 67 0.2 7 . 1 Vel = 5. 59 1. 049 1E 14 .30 7. 0 7 . 0 EqK = 5. 64 5 C=120 2 .00 0. 0 0. 0 14 . 90 0. 075 16.30 1.2 7 . 0 Vel = 5.59 15. 69 1 .380 8 .77 8 .2 8 .2 23 C=120 0 .00 0. 0 0.0 See PATH 4 30.59 0. 075 8 .77 0. 7 8 .2 Vel = 6. 63 16.23 1 . 380 11 . 82 8 . 9 8 . 9 22 C=120 0. 00 0 . 0 0. 0 See PATH 7 46. 82 0. 165 11 . 82 2 . 0 8 . 9 Vel = 10. 14 17. 89 1. 610 1T 2 .21 10. 8 10.8 21 C=120 8 .00 0. 0 0. 0 See PATH 10 64. 71 0. 142 10.21 1. 4 10. 8 Vel = 10.30 3.260 6. 95 12. 3 12 .3 Al C=120 0.00 0. 0 0 . 0 64 . 71 0 . 005 6. 95 0 . 0 12 .3 Vel = 2 . 51 59. 91 3.260 3 . 72 12 . 3 12 .3 A2 C=120 0 . 00 0. 0 0.0 See PATH 12 AND 8 124. 62 0. 015 3. 72 0. 1 12.3 Vel = 4. 84 19. 12 3.260 6. 56 12 . 4 12.4 A3 C=120 0.00 0. 0 0. 0 See PATH 13 143. 75 0. 020 6. 56 0. 1 12. 4 Vel = 5. 58 19.25 3.260 2 . 02 12 . 5 12 . 5 A4 C=120 0. 00 0. 0 0. 0 See PATH 14 162. 99 0. 025 2. 02 0. 1 12.5 Vel = 6. 33 80.70 3.260 10E 99. 10 12 . 6 12 . 6 A5 C=120 3T 154 . 55 6. 0 0.0 See PATH 2 243. 69 0 . 053 253. 66 13.5 12 . 6 Vel = 9. 46 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Hartford Medical Group Drawing Date:5/4/2012 5/ 8/12 11:33 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 5 TO W (PRIMARY PATH) 4.260 2E 44 . 08 32. 1 32 . 1 A6 C=120 1T 52 . 67 0.2 0.0 243. 69 0. 014 96. 74 1. 4 32. 1 Vel = 5.54 W 243. 69 33. 6 K = 42. 02 PATH 2 FROM HYDRAULIC REFERENCE 16 TO A5 15. 17 1. 049 lE 0 . 67 7. 3 7. 3 K = 5. 60 16S C=120 2 .00 -0. 3 0. 0 15. 17 0 . 078 2 . 67 0 .2 7.3 Vel = 5. 68 1 . 049 1E 15. 17 7 . 3 7 .3 EqK = 5. 63 16 C=120 2 . 00 0. 0 0. 0 15. 17 0.078 17 . 17 1 .3 7.3 Vel = 5. 68 15. 96 1. 380 1E 11 .22 8 . 6 8 . 6 31 C=120 1T 9. 00 0. 0 0 . 0 See PATH 5 31 . 13 0 . 078 20.22 1 . 6 8 . 6 Vel = 6. 74 31. 50 1 . 610 7 . 14 10.2 10.2 29 C=120 0.00 0 . 0 0 . 0 See PATH 3 62 . 62 0. 133 7 . 14 1 . 0 10.2 Vel = 9. 97 18 . 07 1. 610 0. 82 11 . 1 11 . 1 28 C=120 0. 00 0 . 0 0.0 See PATH 11 80. 70 0.213 0 .82 0 .2 11 . 1 Vel = 12. 84 2 . 067 1T 10. 01 11 .3 11 .3 27 C=120 10 . 00 0. 0 0.0 80. 70 0. 063 20. 01 1 .3 11 .3 Vel = 7. 79 A5 80. 70 12 . 6 K = 22. 78 PATH 3 FROM HYDRAULIC REFERENCE 15 TO 29 15. 35 1 . 049 1E 0. 67 7 .5 7 . 5 K = 5. 60 15S C=120 2 . 00 -0 .3 0 . 0 15. 35 0. 080 2 . 67 0.2 7 .5 Vel = 5. 75 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Hartford Medical Group Drawing Date:5/4/2012 5/ 8112 11 :33 Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt fl il POINT Qt Pf/ft TOTAL Pf Pn PATH 3 FROM HYDRAULIC REFERENCE 15 TO 29 CONTINUED 1. 049 lE 14 . 92 7. 4 7 .4 EqK = 5. 63 15 C=120 2.00 0. 0 0.0 15. 35 0. 080 16. 92 1.3 7 . 4 Vel = 5.75 16. 15 1.380 1E 8 .36 8 . 8 8 .8 30 C=120 1T 9.00 0. 0 0.0 See PATH 6 31. 50 0. 079 17.36 1. 4 8 . 8 Vel = 6.82 29 31.50 10.2 K = 9.88 PATH 4 FROM HYDRAULIC REFERENCE 4 TO 23 15. 69 1. 049 1E 0 . 67 7 .8 7 . 8 K = 5. 60 4S C=120 2 . 00 -0.3 0.0 15. 69 0.083 2 . 67 0.2 7 . 8 Vel = 5. 88 1. 049 1T 0.30 7 .8 7.8 EqK = 5. 62 4 C=120 5.00 0.0 0 . 0 15. 69 0. 083 5.30 0.4 7 .8 Vel = 5.88 23 15. 69 8 .2 K = 5.47 PATH 5 FROM HYDRAULIC REFERENCE 14 TO 31 15. 96 1 . 049 1E 0. 67 8 . 1 8 . 1 K = 5. 60 14S C=120 2.00 -0. 3 0.0 15. 96 0. 086 2. 67 0.2 8 . 1 Vel = 5. 98 1 . 049 1T 1. 17 8 . 1 8 . 1 EqK = 5. 62 14 C=120 5.00 0. 0 0 . 0 15. 96 0 .086 6. 17 0.5 8 . 1 Vel = 5. 98 31 15. 96 8 . 6 K = 5. 45 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Hartford Medical Group Drawing Date:5/4/2012 5/ 8112 11:33 Tyco Fire Products Page 8 HYD. Qa DIA. FITTING PIPE Pt Pt POINT Qt Pf/ft TOTAL Pf Pn PATH 6 FROM HYDRAULIC REFERENCE 13 TO 30 16. 15 1 . 049 lE 0. 67 8.3 8 .3 K = 5. 60 13S C=120 2 . 00 -0. 3 0 . 0 16. 15 0. 088 2 . 67 0.2 8 .3 Vel = 6. 05 1 . 049 1T 0 . 92 8 . 3 8 .3 EqK = 5. 62 13 C=120 5. 00 0.0 0.0 16. 15 0. 088 5. 92 0.5 8 .3 Vel = 6. 05 30 16. 15 8 . 8 K = 5. 45 PATH 7 FROM HYDRAULIC REFERENCE 3 TO 22 16.23 1.049 1E 0. 67 8 . 4 8 .4 K = 5. 60 3S C=120 2. 00 -0. 3 0. 0 16.23 0.088 2 . 67 0.2 8 . 4 Vel = 6. 08 1. 049 1T 1 . 02 8 .3 8 .3 EqK = 5. 62 3 C=120 5.00 0. 0 0 . 0 16.23 0. 088 6. 02 0 . 5 8 .3 Vel = 6. 08 22 16.23 8 . 9 K = 5. 45 PATH 8 FROM HYDRAULIC REFERENCE 9 TO A2 20.30 1. 049 1E 15. 08 13. 1 13. 1 K = 5. 60 9S C=120 2 . 00 -6.5 0. 0 20. 30 0. 134 17. 08 2.3 13. 1 Vel = 7. 61 1 . 049 1E 11 . 17 8 . 9 8 . 9 EqK = 6. 81 9 C=120 2 .00 0.0 0 .0 20.30 0. 134 13. 17 1 .8 8 . 9 Vel = 7. 61 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Hartford Medical Group Drawing Date:5/4/2012 5/ 8112 11:33 Tyco Fire Products Page 9 HYD. Qa DIA. FITTING PIPE Pt Pt POINT Qt Pf/ft TOTAL Pf Pn PATH 8 FROM HYDRAULIC REFERENCE 9 TO A2 CONTINUED 20. 89 1 . 380 1T 6. 82 10. 6 10. 6 25 C=120 6. 00 0. 0 0 . 0 See PATH 9 41. 19 0. 130 12 .82 1.7 10. 6 Vel = 8 . 92 A2 41. 19 12.3 K = 11.74 PATH 9 FROM HYDRAULIC REFERENCE 8 TO 25 20. 89 1. 049 1E 15.08 13. 9 13. 9 K = 5. 60 8S C=120 2 . 00 -6. 5 0. 0 20. 89 0. 141 17 .08 2 . 4 13. 9 Vel = 7 . 83 1. 049 1T 1.17 9. 8 9. 8 EqK = 6. 68 8 C=120 5. 00 0. 0 0 . 0 20. 89 0. 141 6.17 0. 9 9. 8 Vel = 7. 83 25 20. 89 10. 6 K = 6.40 PATH 10 FROM HYDRAULIC REFERENCE 2 TO 21 17. 89 1. 049 1E 0 . 67 10.2 10.2 K = 5. 60 2S C=120 2 . 00 -0 .3 0.0 17. 89 0. 106 2 . 67 0. 3 10 .2 Vel = 6.71 1. 049 1T 1.02 10 .2 10.2 EqK = 5. 60 2 C=120 5.00 0.0 0. 0 17. 89 0. 106 6.02 0 . 6 10.2 Vel = 6.71 21 17 . 89 10. 8 K = 5. 43 PATH 11 FROM HYDRAULIC REFERENCE 12 TO 28 18 . 07 1 . 049 1E 0 . 67 10. 4 10. 4 K = 5. 60 12S C=120 2 .00 -0 .3 0. 0 18 . 07 0. 108 2. 67 0.3 10. 4 Vel = 6.78 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Hartford Medical Group Drawing Date:5/4/2012 5/ 8112 11:33 Tyco Fire Products Page 10 HYD. Qa DIA. FITTING PIPE Pt Pt *** NOTES POINT Qt Pf/ft TOTAL Pf Pn PATH 11 FROM HYDRAULIC REFERENCE 12 TO 28 CONTINUED 1 . 049 1T 1 . 47 10.4 10. 4 EqK = 5. 60 12 C=120 5.00 0. 0 0.0 18 . 07 0. 108 6.47 0 .7 10 . 4 Vel = 6.78 28 18 .07 11 . 1 K = 5.42 PATH 12 FROM HYDRAULIC REFERENCE 7 TO A2 18 .73 1. 049 1E 0 . 67 11.2 11.2 K = 5. 60 7S C=120 2 .00 -0 .3 0 . 0 18 .73 0. 115 2 . 67 0.3 11.2 Vel = 7.02 1 .049 1T 1. 17 11 .2 11 .2 EqK = 5. 60 7 C=120 5. 00 0 . 0 0. 0 18 .73 0. 115 6. 17 0 . 7 11 .2 Vel = 7.02 1.380 1T 7 . 18 11. 9 11 . 9 24 C=120 6.00 0. 0 0.0 18 .73 0 . 030 13. 18 0. 4 11 . 9 Vel = 4 . 06 A2 18 . 73 12 . 3 K = 5. 34 PATH 13 FROM HYDRAULIC REFERENCE 10 TO A3 19. 12 1. 049 1E 0 . 67 11.7 11 . 7 K = 5. 60 10S C=120 2 .00 -0 .3 0.0 19. 12 0. 120 2. 67 0.3 11. 7 Vel = 7 . 17 1 . 049 1T 0.24 11 . 7 11.7 EqK = 5.59 10 C=120 5. 00 0.0 0 . 0 19. 12 0 . 120 5.24 0 . 6 11.7 Vel = 7 . 17 2 . 067 1T 1 . 85 12.3 12 . 3 26 C=120 10. 00 0. 0 0. 0 19. 12 0. 004 11. 85 0. 1 12 . 3 Vel = 1. 85 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Hartford Medical Group Drawing Date:5/4/2012 5/ 8112 11:33 Tyco Fire Products Page 11 HYD. Qa DIA. FITTING PIPE Pt Pt POINT Qt Pf/ft TOTAL Pf Pn A3 19.12 12. 4 K = 5.44 PATH 14 FROM HYDRAULIC REFERENCE 11 TO A4 19.25 1. 049 1E 0 . 67 11. 8 11 .8 K = 5. 60 11S C=120 2 .00 -0.3 0 . 0 19.25 0. 121 2 . 67 0. 3 11 .8 Vel = 7.22 1. 049 1T 0.39 11 . 8 11 . 8 EqK = 5. 59 11 C=120 5. 00 0. 0 0. 0 19.25 0 . 121 5.39 0.7 11 . 8 Vel = 7.22 A4 19.25 12. 5 K = 5. 44 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Job Water Required Hose Allowance Hartford Medical Group Static Pres: 60.0 psi Pressure: 42.5 psi In: 0 gpm 1559 SullivanAvenue Resid. Pres: 46.0 psi Sys Flow: 244 gpm Out: 100 gpm South Windsor, CT Flow: 1110 gpm Sys+Hose: 344 gpm Remote Area: 1 Date: 5-3-12 Safety Pres: 15.9 psi Loc: 1559 Sullivan Ave Hd Elv Pres: 5.9 psi 70 6 Su I 50 100 gpm hose 40 i 30 20 -'4 10 5.9 psi a 100 150 200 250 300 350 400 450 500 Flow (gpm)