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Report (164)
River Terrace East Builaing B Drawing Date: 6/12/2018 6/12/18 12:23 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 4 74 60.2 psi 1 1-1/2" CPVC 90 Ell 7 ' 120 1. 610 74 1. 8 Total Loss for TO SYSTEM 1.8 psi 1 Pipe 1'- " PVx15 6' 150 1. 598 74 0 . 8 1 Pipe 1'z" 40x21 1 ' 120 1. 610 74 0 .2 1 1=." Thrd Butterfly Valve Victaul 1 ' 120 1. 610 74 0 .2 1 Pipe 1 " 40x21 1 ' 120 1. 610 74 0. 1 1 1' " Thrd Check Valve Generic NFPA 9' 120 1 . 610 74 1.7 1 Pipe 1' " 40x21 1 ' 120 1 . 610 74 0 .2 Elevation Change 8 ' 6" 3. 7 Total Loss for THRU RISER 6.7 psi Hydr Ref BOR Required at AT BASE OF RISER 74 68.8 psi 1 Pipe 4" G4x21 18 ' 120 4 . 026 74 0 . 0 1 Pipe 4" PVx20 2 ' 150 4 .230 74 0. 0 1 Pipe 6" PVx20 165' 150 6. 090 74 0. 0 1 Pipe 8" DIx18 Cl 350 725' 140 8 . 488 74 0. 0 Elevation Change -23' 0" -10 . 0 Total Loss for THRU UNDG -9. 9 psi Hydr Ref POC Required at CITY CONN 74 58. 9 psi Water Source102 . 7 psi static, 98 .7 psi residual @ 1405 gpm 74 gpm 102.7 psi SAFETY PRESSURE 43.8 psi NOTE: Water Source has been adjusted to include a change of elevation of -3 ' 0" flow test to point of connection Available Pressure of 102.7 psi Exceeds Required Pressure of 58.9 psi This is a safety margin of 43.8 psi or 43 % of Supply Maximum Water Velocity is 25. 9 fps River Terrace East Builaing B Drawing Date: 6/12/2018 6/12/18 12:23 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 ✓ 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 River Terrace East Building B Drawing Date: 6/12/2018 6/12/18 12:23 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^ ) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 1A1 9. 23 38 . 4 1A2 9.23 37 . 7 1A3 9.23 38 . 1 1A4 9.23 39. 1 1A5 9.23 39. 4 1A6 9. 23 45. 5 2A1 19. 51 54 . 6 2A2 19. 51 37 . 0 2A3 19. 51 38 . 7 2A4 19. 51 39. 7 2A5 19. 51 33. 0 2A6 19. 51 41 .2 2A7 19. 51 44 . 3 2A8 19. 88 59.2 3A1 29. 67 26. 5 3A2 29. 67 21 . 9 3A3 29. 67 19. 1 3A4 29. 67 27 . 4 3A5 29. 67 26. 4 3A6 29. 67 18 . 8 3A7 29. 67 24 . 9 3A8 29. 67 18 . 0 3A9 29. 67 18 . 9 3A10 29. 67 34 . 6 4A1 39. 82 23. 4 4A2 39. 82 22 . 3 4A3 39. 82 27 . 8 4A4 39. 82 24 .2 4A5 39. 82 29. 9 101 9.23 38 . 5 102 9.23 38 . 7 103 9.23 38 . 6 104 9.23 38 . 3 201 19. 51 37. 5 202 19. 51 38 . 8 203 19. 51 37 . 7 204A 19. 51 38 . 9 301 19. 88 44 . 1 302 19. 88 45. 3 303A 19. 88 45. 8 401 29. 67 12 . 6 4015 29.25 4 . 90 12 .2 17 . 1 17 . 0 0. 05 402 29. 67 16. 9 4025 29.25 4 . 90 16. 4 19. 8 17 . 0 0 . 06 403 29. 67 12 . 4 403S 29.25 4 . 90 12. 0 17 . 0 17 . 0 0 . 05 404 29. 67 18 . 0 4045 29.25 4 . 90 17 . 5 20 .5 17 .0 0 . 06 502 39. 82 24 . 5 504A 39. 82 24 . 9 W 19. 88 60.2 River Terrace East Builaing B Drawing Date: 6/12/2018 6/12/18 12:23 Page 5 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^ ) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) Max velocity of 25. 92 occurs in the pipe from 3A1 TO 3A2 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. River Terrace East Builaing B Drawing Date: 6/12/2018 6/12/18 12:23 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 403 TO W (PRIMARY PATH) 17 . 00 0. 874 1T 0 . 42 12 . 0 12 . 0 K = 4 . 90 403S 0=150 3 . 00 -0 .2 0 . 0 17 . 00 0 . 155 3. 42 0 . 5 12 . 0 Vel = 9. 18 0. 874 1T 67 .00 12. 4 12 .4 EqK = 4 . 83 403 C=150 10 9. 00 0. 0 0 .0 11 . 38 0. 074 5S 76. 00 5. 6 12 .4 Vel = 6. 14 -0 . 79 0 . 874 1E 8 . 65 18 . 0 18 . 0 3A8 C=150 1T 9. 00 0. 0 0 . 0 See PATH 6 10 . 59 0. 065 2S 17 . 65 1. 1 18 .0 Vel = 5. 72 6. 63 0 . 874 1T 42 . 82 19. 1 19. 1 3A3 C=150 6S 9. 00 0 . 0 0 . 0 See PATH 4 17 .22 0. 159 51 . 82 8 .2 19. 1 Vel = 9. 30 9.20 0. 874 1E 12 . 58 27 . 4 27 .4 3A4 C=150 1T 8 . 00 0 . 0 0 .0 See PATH 3 26. 42 0 . 351 1S 20 .58 7 .2 27 . 4 Vel = 14 . 27 11 . 49 1. 101 10 . 16 34 . 6 34 . 6 3A10 C=150 0 .00 4 . 4 0 . 0 See PATH 9 37 . 91 0.222 10 . 16 2. 3 34 . 6 Vel = 12 . 90 11.20 1. 101 1T 2 . 59 41.2 41 .2 2A6 C=150 1S 6. 00 0 . 0 0 .0 See PATH 11 49. 11 0 . 359 8 . 59 3. 1 41 .2 Vel = 16. 71 9. 91 1. 101 2E 13.78 44 . 3 44 . 3 2A7 C=150 1T 16. 00 -0 .2 0 . 0 See PATH 14 59. 02 0. 504 1S 29.78 15. 0 44 .3 Vel = 20 . 08 15. 40 1. 598 1S 7 . 41 59.2 59.2 2A8 C=150 1 . 00 0. 0 0 .0 See PATH 2 AND 16 74 . 42 0 . 126 8 . 41 1. 1 59.2 Vel = 12. 02 W 74 . 42 60 .2 K = 9. 59 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing B Drawing Date: 6/12/2018 6/12/18 12:23 Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 2 FROM HYDRAULIC REFERENCE 403 TO 2A8 17 . 00 0. 874 1T 0 . 42 12 . 0 12 . 0 K = 4 . 90 4035 C=150 3 . 00 -0.2 0 . 0 17 . 00 0. 155 3 . 42 0. 5 12 . 0 Vel = 9. 18 0. 874 1S 8 .28 12 . 4 12 . 4 EqK = 4 . 83 403 C=150 1 . 00 0 . 0 0. 0 5. 62 0. 020 9.28 0 .2 12. 4 Vel = 3. 04 17 . 13 0 . 874 2T 16. 70 12 . 6 12 . 6 EqK = 4 . 83 401 C=150 1S 7 . 00 0 . 0 0 .0 22 . 75 0 .266 23.70 6. 3 12 . 6 Vel = 12 .28 3. 98 0. 874 1T 4 . 59 18 . 9 18 . 9 3A9 C=150 1S 4 . 00 0 . 0 0 . 0 See PATH 7 26.73 0. 358 8 . 59 3. 1 18 . 9 Vel = 14 . 43 21 .27 0. 874 1T 1 .29 21 . 9 21 . 9 3A2 C=150 3. 00 0. 0 0 . 0 See PATH 5 48 . 00 1. 058 4 .29 4 . 5 21 . 9 Vel = 25. 92 -11 .49 1. 101 10 . 16 26. 5 26. 5 3A1 C=150 0 . 00 4 . 4 0 . 0 See PATH 9 36. 51 0.207 10 . 16 2. 1 26.5 Vel = 12 . 42 -11 .20 0 . 874 1E 5. 30 33. 0 33. 0 2A5 C=150 1T 7 . 00 0 . 0 0. 0 See PATH 11 25. 30 0 . 324 12 . 30 4 . 0 33. 0 Vel = 13. 66 -5. 96 0. 874 1T 5 . 62 37 . 0 37 .0 2A2 C=150 3 . 00 0 . 0 0 .0 See PATH 14 19.35 0. 197 8 . 62 1 . 7 37 .0 Vel = 10 . 45 -3. 95 0. 874 6E 15 .23 38 . 7 38 . 7 2A3 C=150 4S 28 . 00 -0 .2 0 . 0 See PATH 15 15. 40 0. 129 43 .23 5. 6 38 . 7 Vel = 8 . 31 0 . 874 1S 8 . 05 44 . 1 44 . 1 301 0=150 1 . 00 0. 0 0 . 0 15. 40 0 . 129 9. 05 1.2 44 . 1 Vel = 8 . 31 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing B Drawing Date: 6/12/2018 6/12/18 12:23 Tyco Fire Products Page 8 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 2 FROM HYDRAULIC REFERENCE 403 TO 2A8 CONTINUED 0. 874 1T 1 . 03 45. 3 45.3 302 0=150 3. 00 0. 0 0 . 0 15. 40 0 . 129 4 . 03 0 . 5 45.3 Vel = 8 . 31 0. 874 3E 48 . 94 45. 8 45.8 303A 0=150 1T 18 . 00 0.2 0 .0 15. 40 0 . 129 3S 66. 94 8 . 6 45. 8 Vel = 8 . 31 -6. 94 0. 874 2E 92 .21 54 . 6 54 . 6 2A1 C=150 11S 19. 00 -0.2 0 .0 See PATH 16 8 . 46 0 . 043 111 .21 4 . 7 54 . 6 Vel = 4 . 57 2A8 8 . 46 59.2 K = 1 . 10 17 . 13 0. 874 1T 0 . 42 12 .2 12 .2 K = 4 . 90 401S 0=150 3 . 00 -0.2 0 . 0 17 . 13 0. 157 3 . 42 0 . 5 12 .2 Vel = 9.25 401 17 . 13 12. 6 K = 4 . 83 PATH 3 FROM HYDRAULIC REFERENCE 402 TO 3A4 19. 82 0. 874 1T 0 . 42 16. 4 16. 4 K = 4 . 90 402S 0=150 3 . 00 -0 .2 0 . 0 19. 82 0. 206 3. 42 0 . 7 16. 4 Vel = 10 . 70 0 . 874 2E 11 . 44 16. 9 16. 9 EqK = 4 . 82 402 0=150 8 . 00 0. 0 0 . 0 13. 18 0. 097 19. 44 1 . 9 16. 9 Vel = 7 . 12 -3. 98 0 . 874 7E 76. 76 18 . 8 18 .8 3A6 C=150 3T 46. 00 0. 0 0.0 See PATH 7 9.20 0. 050 9S 122 . 76 6. 1 18 . 8 Vel = 4 . 97 -3. 99 0. 874 1T 75. 12 24 . 9 24 . 9 3A7 C=150 11S 14 . 00 0 . 0 0.0 See PATH 8 5.21 0. 017 89. 12 1 . 5 24 . 9 Vel = 2 . 81 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing B Drawing Date: 6/12/2018 6/12/18 12:23 Tyco Fire Products Page 9 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 3 FROM HYDRAULIC REFERENCE 402 TO 3A4 CONTINUED 3. 99 0 . 874 1T 13. 83 26. 4 26. 4 3A5 C=150 2S 5. 00 0 . 0 0 .0 See PATH 8 9.20 0. 050 18 . 83 0 . 9 26.4 Vel = 4 . 97 3A4 9.20 27 . 4 K = 1 . 76 PATH 4 FROM HYDRAULIC REFERENCE 402 TO 3A3 19. 82 0. 874 1T 0 . 42 16. 4 16. 4 K = 4 . 90 402S 0=150 3. 00 -0 .2 0 .0 19. 82 0 .206 3. 42 0 . 7 16. 4 Vel = 10 . 70 0 . 874 1T 70 .78 16. 9 16. 9 EqK = 4 . 82 402 0=150 9S 12 . 00 0 . 0 0 . 0 6. 63 0 . 027 82 . 78 2 . 3 16. 9 Vel = 3. 58 3A3 6. 63 19. 1 K = 1 . 52 PATH 5 FROM HYDRAULIC REFERENCE 404 TO 3A2 20 . 48 0. 874 1T 0 . 42 17 . 5 17 .5 K = 4 . 90 404S 0=150 3. 00 -0 .2 0 .0 20 . 48 0 .219 3. 42 0 . 7 17 .5 Vel = 11 . 06 0 . 874 1T 13.70 18 . 0 18 .0 EqK = 4 . 82 404 0=150 3. 00 0 . 0 0 .0 21 .27 0 .235 16.70 3. 9 18 .0 Vel = 11 . 48 3A2 21 .27 21 . 9 K = 4 . 54 PATH 6 FROM HYDRAULIC REFERENCE 3A8 TO 404 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing B Drawing Date: 6/12/2018 6/12/18 12:23 Tyco Fire Products Page 10 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 6 FROM HYDRAULIC REFERENCE 3A8 TO 404 CONTINUED 0.79 0. 874 1T 58 . 52 18 . 0 18 .0 3A8 C=150 2C 9. 00 0 . 0 0 . 0 See PATH 1 0 . 79 0. 001 4S 67 .52 0 . 0 18 . 0 Vel = 0. 43 404 0 . 79 18 . 0 K = 0 . 19 20 . 48 0. 874 1T 0 . 42 17 .5 17 .5 K = 4 . 90 404S 0=150 3. 00 -0 .2 0 . 0 20 . 48 0.219 3 . 42 0 . 7 17 .5 Vel = 11. 06 404 20 . 48 18 . 0 K = 4 . 82 PATH 7 FROM HYDRAULIC REFERENCE 3A6 TO 3A9 3. 98 0. 874 2T 4 . 00 18 . 8 18 . 8 3A6 C=150 6. 00 0 . 0 0 . 0 See PATH 3 3. 98 0. 011 10 . 00 0 . 1 18 . 8 Vel = 2 . 15 3A9 3. 98 18 . 9 K = 0 . 92 PATH 8 FROM HYDRAULIC REFERENCE 3A7 TO 3A5 3. 99 0. 874 3E 109. 69 24 . 9 24 . 9 3A7 C=150 4T 36. 00 0. 0 0.0 See PATH 3 3. 99 0. 011 12S 145 . 69 1. 5 24 . 9 Vel = 2 . 16 3A5 3. 99 26. 4 K = 0. 78 PATH 9 FROM HYDRAULIC REFERENCE 3A1 TO 3A10 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing B Drawing Date: 6/12/2018 6/12/18 12:23 • Tyco Fire Products Page 11 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 9 FROM HYDRAULIC REFERENCE 3A1 TO 3A10 CONTINUED 11. 49 1. 101 10 . 16 26. 5 26.5 3A1 C=150 0 . 00 -4 . 4 0 . 0 See PATH 2 11 . 49 0 . 024 10 . 16 0 .2 26.5 Vel = 3 . 91 0. 874 2E 3 . 81 22 . 3 22 .3 4A2 0=150 1T 11 . 00 0 . 0 0 .0 11. 49 0 . 075 14 . 81 1 . 1 22 .3 Vel = 6.20 0. 874 1T 6. 01 23. 4 23.4 4A1 0=150 1S 4 . 00 0 . 0 0.0 11. 49 0. 075 10 . 01 0 . 8 23.4 Vel = 6.20 -5. 39 0 . 874 2S 9. 53 24 .2 24 .2 4A4 C=150 2 . 00 0. 0 0 .0 See PATH 10 6. 10 0. 023 11 . 53 0 . 3 24 .2 Vel = 3.29 0 . 874 3S 14 . 47 24 . 5 24 .5 502 0=150 3 . 00 0. 0 0 . 0 6. 10 0. 023 17 . 47 0. 4 24 .5 Vel = 3.29 0. 874 2T 100 . 99 24 . 9 24 . 9 504A 0=150 19S 25. 00 0 . 0 0.0 6. 10 0 . 023 125 . 99 2 . 9 24 . 9 Vel = 3.29 5.39 0. 874 3E 12 . 11 27. 8 27 .8 4A3 C=150 1T 16. 00 0 . 0 0.0 See PATH 10 11 . 49 0 . 075 1S 28 . 11 2 . 1 27 .8 Vel = 6.20 1. 101 1S 10 . 16 29. 9 29. 9 4A5 C=150 1 . 00 4 . 4 0 .0 11. 49 0 . 024 11 . 16 0 . 3 29. 9 Vel = 3. 91 3A10 11 . 49 34 . 6 K = 1 . 95 PATH 10 FROM HYDRAULIC REFERENCE 4A4 TO 4A3 5.39 0. 874 2E 150 . 59 24 .2 24 .2 4A4 C=150 4T 44 . 00 0. 0 0.0 See PATH 9 5. 39 0 . 019 24S 194 . 59 3. 6 24 .2 Vel = 2 . 91 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing B Drawing Date: 6/12/2018 6/12/18 12:23 Tyco Fire Products Page 12 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 4A3 5. 39 27 . 8 K = 1 . 02 PATH 11 FROM HYDRAULIC REFERENCE 2A5 TO 2A6 11 .20 1. 101 1S 10 .28 33. 0 33.0 2A5 C=150 1 . 00 4 . 5 0 .0 See PATH 2 11 .20 0 . 023 11 .28 0 . 3 33. 0 Vel = 3. 81 0 . 874 1E 1 .29 37. 7 37 .7 1A2 C=150 4 . 00 0. 0 0 .0 11 .20 0. 072 5.29 0 . 4 37 .7 Vel = 6. 05 -4 . 39 0. 874 1T 5. 60 38 . 1 38 .1 1A3 C=150 1S 4 . 00 0 . 0 0 . 0 See PATH 12 6. 82 0 . 029 9. 60 0. 3 38 . 1 Vel = 3. 68 -3. 10 0 . 874 2E 16. 46 38 . 4 38 .4 1A1 C=150 2T 16. 00 0 . 0 0 .0 See PATH 13 3.72 0. 009 2S 32 . 46 0 . 3 38 .4 Vel = 2 . 01 0. 874 1T 66. 47 38 . 7 38 .7 102 0=150 9S 12 . 00 0 . 0 0.0 3. 72 0 . 009 78 . 47 0 . 7 38 .7 Vel = 2. 01 7 . 48 0 . 874 1E 60 . 52 39. 4 39. 4 1A5 C=150 4T 24 . 00 0. 0 0 . 0 See PATH 12 11.20 0 . 072 8S 84 . 52 6. 1 39. 4 Vel = 6. 05 1 . 101 10 .28 45. 5 45.5 1A6 C=150 0 . 00 -4 . 5 0 .0 11.20 0 . 023 10 .28 0.2 45.5 Vel = 3. 81 2A6 11 .20 41.2 K = 1 . 74 PATH 12 FROM HYDRAULIC REFERENCE 1A3 TO 1A5 4 . 39 0 . 874 1T 13. 03 38 . 1 38 .1 1A3 C=150 1S 4 . 00 0 . 0 0 . 0 See PATH 11 4 . 39 0 . 013 17 . 03 0 .2 38 . 1 Vel = 2 . 37 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing B Drawing Date: 6/12/2018 6/12/18 12:23 • Tyco Fire Products Page 13 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 12 FROM HYDRAULIC REFERENCE 1A3 TO 1A5 CONTINUED 0. 874 2C 59. 92 38 . 3 38 .3 104 C=150 4S 6. 00 0 . 0 0.0 4 .39 0. 013 65 . 92 0 . 8 38 .3 Vel = 2 . 37 3. 10 0. 874 1T 3 . 62 39. 1 39.1 1A4 C=150 1S 4 . 00 0 . 0 0.0 See PATH 13 7 . 48 0 . 034 7 . 62 0 . 3 39.1 Vel = 4 . 04 1A5 7 . 48 39. 4 K = 1 . 19 PATH 13 FROM HYDRAULIC REFERENCE 1A1 TO 1A4 3. 10 0. 874 2T 16.21 38 . 4 38 .4 1A1 C=150 2S 8 . 00 0 . 0 0 .0 See PATH 11 3. 10 0. 007 24 .21 0 .2 38 . 4 Vel = 1 . 67 0. 874 1S 10 . 00 38 . 5 38 .5 101 C=150 1 . 00 0 . 0 0 . 0 3. 10 0. 007 11 . 00 0 . 1 38 .5 Vel = 1 . 67 0. 874 2T 67 . 50 38 . 6 38 . 6 103 C=150 8S 14 . 00 0 . 0 0 .0 3. 10 0. 007 81 . 50 0 . 5 38 . 6 Vel = 1 . 67 1A4 3. 10 39. 1 K = 0 . 49 PATH 14 FROM HYDRAULIC REFERENCE 2A2 TO 2A7 5. 96 0. 874 1E 14 . 87 37 . 0 37 . 0 2A2 C=150 1T 9. 00 0 . 0 0 . 0 See PATH 2 5. 96 0 . 022 2S 23 . 87 0 . 5 37 . 0 Vel = 3.22 0 . 874 1S 8 . 52 37 . 5 37 .5 201 C=150 1 . 00 0 . 0 0 . 0 5. 96 0 . 022 9. 52 0 .2 37 .5 Vel = 3. 22 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing B Drawing Date: 6/12/2018 6/12/18 12:23 Tyco Fire Products Page 14 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 14 FROM HYDRAULIC REFERENCE 2A2 TO 2A7 CONTINUED 0 . 874 1E 7S 73 . 03 37 . 7 37 .7 203 C=150 1T 15. 00 0. 0 0 . 0 5. 96 0. 022 1C 88 . 03 2 . 0 37 .7 Vel = 3.22 3. 95 0 . 874 4E 54 .28 39. 7 39.7 2A4 C=150 1T 27 . 00 0. 0 0 . 0 See PATH 15 9. 91 0. 057 8S 81 .28 4 . 6 39.7 Vel = 5. 35 2A7 9. 91 44 . 3 K = 1. 49 PATH 15 FROM HYDRAULIC REFERENCE 2A3 TO 2A4 3. 95 0. 874 1T 11 .24 38 . 7 38 .7 2A3 C=150 1S 4 . 00 0 . 0 0.0 See PATH 2 3. 95 0 . 010 15 .24 0 .2 38 .7 Vel = 2. 13 0. 874 2S 6. 16 38 . 8 38 .8 202 C=150 2 . 00 0 . 0 0.0 3. 95 0 . 010 8 . 16 0. 1 38 .8 Vel = 2 . 13 0. 874 12S 61 . 41 38 . 9 38 . 9 204A C=150 12 . 00 0 . 0 0.0 3. 95 0 . 010 73 . 41 0 . 8 38 . 9 Vel = 2 . 13 2A4 3. 95 39. 7 K = 0 . 63 PATH 16 FROM HYDRAULIC REFERENCE 2A1 TO 2A8 6. 94 0. 874 6E 120 .21 54 . 6 54 . 6 2A1 C=150 2T 40 . 00 -0.2 0 . 0 See PATH 2 6. 94 0. 030 10S 160 .21 4 . 7 54 . 6 Vel = 3. 75 2A8 6. 94 59.2 K = 0 . 90 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building B Static Pres: 104.0 psi Pressure: 58.9 psi In: 0 gpm 17077 SW Appledale RD Resid. Pres: 100.0 psi Sys Flow: 74 gpm Out: 0 gpm Tigard, Oregon Flow: 1405 gpm Sys+Hose: 74 gpm Remote Area: 4 Date: 4/4/2018 Safety Pres: 43.8 psi Loc: 17051 SW Appledale Rd Hd Ely Pres: 4.1 psi 140 120 0— -- _Supply_ 100 80 60 • 40 20 0-4.1 psi 100 150 200 250 300 350 400 450 5(