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Report (162) River Terrace East Builaing B Drawing Date: 6/12/2018 6/12/18 12:22 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 70 47.1 psi 1 1-1/2" CPVC 90 Ell 7 ' 120 1 . 610 70 1 . 6 Total Loss for TO SYSTEM 1. 6 psi 1 Pipe 1;" PVx15 6' 150 1 . 598 70 0 . 7 1 Pipe l;" 40x21 1 ' 120 1 . 610 70 0.2 1 1 " Thrd Butterfly Valve Victaul 1 ' 120 1. 610 70 0.2 1 Pipe 1'" 40x21 1 ' 120 1 . 610 70 0 . 1 1 l'" Thrd Check Valve Generic NFPA 9' 120 1 . 610 70 1 . 5 1 Pipe l " 40x21 1 ' 120 1. 610 70 0.2 Elevation Change 8 ' 6" 3. 7 Total Loss for THRU RISER 6.4 psi Hydr Ref BOR Required at AT BASE OF RISER 70 55.2 psi 1 Pipe 4" G4x21 18 ' 120 4 . 026 70 0. 0 1 Pipe 4" PVx20 2 ' 150 4 .230 70 0 . 0 1 Pipe 6" PVx20 165' 150 6. 090 70 0 . 0 1 Pipe 8" DIxl8 Cl 350 725 ' 140 8 . 488 70 0. 0 Elevation Change -23' 0" -10 . 0 Total Loss for THRU UNDG -9. 9 psi Hydr Ref POC Required at CITY CONN 70 45.3 psi Water Source102 . 7 psi static, 98 .7 psi residual @ 1405 gpm 70 gpm 102 .7 psi SAFETY PRESSURE 57.4 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 45.3 psi This is a safety margin of 57.4 psi or 56 % of Supply Maximum Water Velocity is 17 .8 fps n j River Terrace East Builaing B Drawing Date: 6/12/2018 6/12/18 12:22 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 River Terrace East Builaing B Drawing Date: 6/12/2018 6/12/18 12:22 ^ 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 30 . 9 1A2 9. 23 30 . 3 1A3 9.23 30 . 6 1A4 9.23 31. 6 1A5 9.23 31. 8 1A6 9.23 37. 1 2A1 19. 51 40 . 1 2A2 19. 51 19.2 2A3 19. 51 18 .7 2A4 19. 51 17 . 9 2A5 19. 51 25. 6 2A6 19. 51 32 . 9 2A7 19. 51 34 . 3 2A8 19. 88 46.2 3A1 29. 67 22 . 1 3A2 29. 67 22 . 5 3A3 29. 67 23. 6 3A4 29. 67 25. 7 3A5 29. 67 25. 4 3A6 29. 67 23.2 3A7 29. 67 25. 0 3A8 29. 67 23. 3 3A9 29. 67 22 . 9 3A10 29. 67 27 . 6 4A1 39. 82 18 . 6 4A2 39. 82 17 . 8 4A3 39. 82 21 . 6 4A4 39. 82 19. 1 4A5 39. 82 23. 0 101 9.23 31 . 0 102 9.23 31. 1 103 9.23 31. 1 104 9.23 30. 8 201 19. 51 12 . 6 201S 19. 09 4 . 90 12 . 3 17 .2 17 . 0 0 . 05 202 19. 51 14 . 6 202S 19. 09 4 . 90 14 .2 18 . 4 17 . 0 0 . 05 203 19. 51 12. 4 2035 19. 09 4 . 90 12 . 0 17 .0 17 . 0 0 . 05 204 19. 51 13. 5 204S 19. 09 4 . 90 13. 0 17 . 6 17 . 0 0 . 05 204A 19. 51 14 . 1 301 19. 88 26.2 302 19. 88 27 . 8 303A 19. 88 28 . 5 401 29. 67 23. 0 402 29. 67 23. 3 403 29. 67 23. 0 404 29. 67 22 . 6 502 39. 82 19. 3 504A 39. 82 19. 6 River Terrace East Builaing B Drawing Date: 6/12/2018 6/12/18 12:22 Page 5 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^ ) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) W 19. 88 47 . 1 Max velocity of 17 . 81 occurs in the pipe from 2A7 TO 2A8 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 12:22 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 203 TO W (PRIMARY PATH) 17 . 00 0 . 874 1T 0 . 42 12. 0 12 . 0 K = 4 . 90 203S 0=150 3. 00 -0.2 0 . 0 17 . 00 0 . 155 3. 42 0. 5 12 . 0 Vel = 9. 18 0. 874 1E 7S 73 . 03 12 . 4 12 . 4 EqK = 4 . 83 203 0=150 1T 15 . 00 0 . 0 0 .0 10 . 42 0. 063 10 88 . 03 5. 5 12 . 4 Vel = 5. 63 9. 18 0. 874 4E 54 .28 17 . 9 17 . 9 2A4 C=150 1T 27 . 00 0 . 0 0 .0 See PATH 3 19. 61 0 .202 8S 81 .28 16. 4 17 . 9 Vel = 10 . 59 32 .73 1 . 101 2E 13.78 34 . 3 34 .3 2A7 C=150 1T 16. 00 -0.2 0 . 0 See PATH 2 52 .34 0. 403 1S 29.78 12 . 0 34 .3 Vel = 17 . 81 17 . 91 1. 598 1S 7 . 41 46.2 46.2 2A8 C=150 1 . 00 0 . 0 0 .0 See PATH 4 AND 16 70 .25 0 . 113 8 . 41 1 . 0 46.2 Vel = 11. 35 W 70 .25 47 . 1 K = 10 .23 PATH 2 FROM HYDRAULIC REFERENCE 203 TO 2A7 17 . 00 0. 874 1T 0 . 42 12. 0 12 . 0 K = 4 . 90 203S 0=150 3. 00 -0.2 0 . 0 17 . 00 0. 155 3. 42 0. 5 12 . 0 Vel = 9. 18 0. 874 1S 8 .52 12. 4 12 . 4 EqK = 4 . 83 203 0=150 1 . 00 0. 0 0 . 0 6.58 0. 027 9. 52 0. 3 12 . 4 Vel = 3. 55 17 . 17 0. 874 1E 14 . 87 12 . 6 12 . 6 EqK = 4 . 83 201 0=150 1T 8 . 00 0 . 0 0 . 0 23. 75 0.288 1S 22 . 87 6. 6 12 . 6 Vel = 12 . 82 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) , River Terrace East Builaing B Drawing Date: 6/12/2018 6/12/18 12:22 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 203 TO 2A7 CONTINUED 8 . 99 0. 874 1E 5. 30 19.2 19.2 2A2 C=150 1T 7 . 00 0 . 0 0 .0 See PATH 6 32.73 0. 521 12 . 30 6. 4 19.2 Vel = 17 . 68 -10 . 45 1 . 101 10 . 16 25. 6 25. 6 2A5 C=150 0 . 00 -4 . 4 0 . 0 See PATH 7 22 .28 0. 083 10 . 16 0 . 8 25. 6 Vel = 7 . 58 -9. 35 0. 874 1T 1 .29 22 . 1 22 . 1 3A1 C=150 3 . 00 0 . 0 0 .0 See PATH 10 12 . 94 0. 094 4 .29 0 . 4 22 . 1 Vel = 6. 99 -3. 80 0 . 874 1T 4 . 59 22 . 5 22 .5 3A2 C=150 1S 4 . 00 0 . 0 0 .0 See PATH 11 9. 14 0 . 049 8 . 59 0. 4 22 .5 Vel = 4 . 93 -2 . 13 0 . 874 2T 4 . 00 22 . 9 22 . 9 3A9 C=150 6. 00 0 . 0 0 . 0 See PATH 12 7 . 01 0 . 030 10 . 00 0 . 3 22 . 9 Vel = 3. 78 -2.30 0 . 874 7E 76. 76 23.2 23.2 3A6 C=150 3T 46. 00 0 . 0 0 . 0 See PATH 13 4 . 71 0. 014 9S 122 .76 1 . 8 23.2 Vel = 2 . 55 -2 . 05 0. 874 1T 75. 12 25. 0 25. 0 3A7 C=150 11S 14 . 00 0 . 0 0 .0 See PATH 15 2 . 67 0. 005 89. 12 0 . 4 25. 0 Vel = 1 . 44 2 . 05 0. 874 1T 13 . 83 25. 4 25. 4 3A5 C=150 2S 5. 00 0 . 0 0 .0 See PATH 15 4 . 71 0. 014 18 . 83 0 . 3 25. 4 Vel = 2 . 55 8 .22 0 . 874 1E 12 . 58 25. 7 25.7 3A4 C=150 1T 8 . 00 0 . 0 0 . 0 See PATH 11 12 . 94 0 . 094 1S 20 .58 1 . 9 25.7 Vel = 6. 99 9.35 1 . 101 10 . 16 27 . 6 27 . 6 3A10 C=150 0 . 00 4 . 4 0 . 0 See PATH 10 22 .28 0 . 083 10 . 16 0 . 8 27 . 6 Vel = 7 . 58 10. 45 1. 101 1T 2 . 59 32 . 9 32 . 9 2A6 C=150 1S 6. 00 0 . 0 0 .0 See PATH 7 32 .73 0 . 169 8 . 59 1 . 5 32 . 9 Vel = 11 . 14 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing B Drawing Date: 6/12/2018 6/12/18 12:22 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 2A7 32 . 73 34 . 3 K = 5. 59 17 . 17 0. 874 1T 0 . 42 12 .3 12 .3 K = 4 . 90 201S 0=150 3. 00 -0.2 0 .0 17 . 17 0 . 158 3. 42 0 . 5 12 .3 Vel = 9.27 201 17 . 17 12 . 6 K = 4 . 83 PATH 3 FROM HYDRAULIC REFERENCE 204 TO 2A4 17 . 64 0. 874 1E 0 . 42 13. 0 13.0 K = 4 . 90 2045 0=150 4 . 00 -0 .2 0 . 0 17 . 64 0. 166 4 . 42 0 .7 13.0 Vel = 9. 53 0 . 874 3. 62 13. 5 13.5 EqK = 4 . 80 204 0=150 0 . 00 0 . 0 0 . 0 17 . 64 0 . 166 3 . 62 0 . 6 13. 5 Vel = 9. 53 -8 . 46 0. 874 1T 61 . 41 14 . 1 14 .1 204A C=150 12S 15. 00 0 . 0 0 . 0 See PATH 5 9. 18 0 . 050 76. 41 3. 8 14 . 1 Vel = 4 . 96 2A4 9. 18 17 . 9 K = 2 . 17 PATH 4 FROM HYDRAULIC REFERENCE 202 TO 2A8 18 . 44 0. 874 1T 0 . 42 14 .2 14 .2 K = 4 . 90 2025 0=150 3 . 00 -0 .2 0 .0 18 . 44 0. 180 3 . 42 0. 6 14 .2 Vel = 9. 96 0. 874 11 .24 14 . 6 14 . 6 EqK = 4 . 83 202 0=150 0 . 00 0 . 0 0 . 0 26. 90 0 . 362 11 .24 4 . 1 14 . 6 Vel = 14 . 53 -8 . 99 0. 874 6E 15.23 18 . 7 18 .7 2A3 C=150 1T 30 . 00 -0 .2 0 . 0 See PATH 6 17 . 91 0 . 171 3S 45.23 7 . 7 18 . 7 Vel = 9. 67 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) , River Terrace East Builaing B Drawing Date: 6/12/2018 6/12/18 12:22 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 4 FROM HYDRAULIC REFERENCE 202 TO 2A8 CONTINUED 0. 874 1S 8 . 05 26.2 26.2 301 0=150 1 . 00 0 . 0 0 . 0 17. 91 0 . 171 9. 05 1 . 5 26.2 Vel = 9. 67 0. 874 1T 1 . 03 27 . 8 27 .8 302 0=150 3. 00 0. 0 0 . 0 I 17 . 91 0 . 171 4 . 03 0 . 7 27 . 8 Vel = 9. 67 I 0. 874 3E 48 . 94 28 . 5 28 .5 303A 0=150 1T 18 . 00 0 .2 0 .0 17 . 91 0 . 171 3S 66. 94 11. 4 28 . 5 Vel = 9. 67 -8 . 08 0. 874 2E 92 .21 40 . 1 40 . 1 2A1 C=150 11S 19. 00 -0 .2 0 .0 See PATH 16 9. 84 0 . 056 111 .21 6. 3 40 .1 Vel = 5. 31 2A8 9. 84 46.2 K = 1 . 45 PATH 5 FROM HYDRAULIC REFERENCE 204A TO 202 8 . 46 0 . 874 1T 6. 16 14 . 1 14 .1 204A C=150 2S 5. 00 0 . 0 0 . 0 See PATH 3 8 . 46 0. 043 11 . 16 0 . 5 14 . 1 Vel = 4 . 57 202 8 . 46 14 . 6 K = 2 . 22 18 . 44 0 . 874 1T 0 . 42 14 .2 14 .2 K = 4 . 90 202S 0=150 3. 00 -0.2 0 .0 18 . 44 0. 180 3 . 42 0 . 6 14 .2 Vel = 9. 96 202 18 . 44 14 . 6 K = 4 . 83 PATH 6 FROM HYDRAULIC REFERENCE 2A3 TO 2A2 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing B Drawing Date: 6/12/2018 6/12/18 12:22 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 2A3 TO 2A2 CONTINUED 8 . 99 0 . 874 2T 5. 62 18 . 7 18 .7 2A3 C=150 6. 00 0. 0 0 .0 See PATH 4 8 . 99 0 . 048 11 . 62 0 . 6 18 .7 Vel = 4 . 85 2A2 8 . 99 19.2 K = 2 . 05 PATH 7 FROM HYDRAULIC REFERENCE 2A5 TO 2A6 10 . 45 1 . 101 10 .28 25. 6 25. 6 2A5 C=150 0 . 00 4 . 5 0 . 0 See PATH 2 10 . 45 0. 020 10 .28 0.2 25. 6 Vel = 3. 56 0 . 874 lE 1 .29 30 . 3 30 .3 1A2 C=150 4 . 00 0 . 0 0 . 0 10 . 45 0. 063 5 .29 0 . 3 30 .3 Vel = 5. 64 -4 . 09 0. 874 1T 5 . 60 30 . 6 30 . 6 1A3 C=150 1S 4 . 00 0 . 0 0 . 0 See PATH 8 6. 36 0. 025 9. 60 0.2 30 . 6 Vel = 3. 43 -2 . 89 0. 874 2E 16. 46 30 . 9 30 . 9 1A1 C=150 2T 16. 00 0 . 0 0 . 0 See PATH 9 3. 47 0 . 008 2S 32 . 46 0. 3 30 . 9 Vel = 1 . 87 0 . 874 1T 66. 47 31. 1 31 . 1 102 0=150 9S 12 . 00 0. 0 0 .0 3. 47 0 . 008 78 . 47 0. 6 31 .1 Vel = 1 . 87 6. 98 0 . 874 1E 60 . 52 31. 8 31.8 lA5 C=150 4T 24 . 00 0 . 0 0 .0 See PATH 8 10 . 45 0 . 063 8S 84 .52 5. 3 31.8 Vel = 5. 64 1. 101 10 .28 37 . 1 37 .1 1A6 C=150 0 . 00 -4 . 5 0 .0 10. 45 0 . 020 10 .28 0 .2 37 .1 Vel = 3. 56 2A6 10. 45 32 . 9 K = 1. 82 PATH 8 FROM HYDRAULIC REFERENCE 1A3 TO 1A5 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing B Drawing Date: 6/12/2018 6/12/18 12:22 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 8 FROM HYDRAULIC REFERENCE 1A3 TO 1A5 CONTINUED 4 . 09 0. 874 1T 13 . 03 30 . 6 30 . 6 1A3 C=150 1S 4 . 00 0 . 0 0 .0 See PATH 7 4 . 09 0. 011 17 . 03 0 .2 30 . 6 Vel = 2 .21 0 . 874 2C 59. 92 30 . 8 30 . 8 104 C=150 4S 6. 00 0 . 0 0 . 0 4 . 09 0 . 011 65. 92 0 . 7 30 . 8 Vel = 2 .21 2 . 89 0 . 874 1T 3 . 62 31 . 6 31 . 6 1A4 C=150 1S 4 . 00 0 . 0 0 . 0 See PATH 9 6. 98 0 . 030 7 . 62 0 .2 31 . 6 Vel = 3. 77 1A5 6. 98 31. 8 K = 1 .24 PATH 9 FROM HYDRAULIC REFERENCE 1A1 TO 1A4 2 . 89 0 . 874 2T 16.21 30 . 9 30 . 9 1A1 C=150 2S 8 . 00 0 . 0 0 . 0 See PATH 7 2 . 89 0 . 006 24 .21 0 . 1 30 . 9 Vel = 1 . 56 0. 874 1S 10 . 00 31 . 0 31 . 0 101 C=150 1 . 00 0 . 0 0 . 0 2 . 89 0. 006 11 . 00 0 . 1 31 . 0 Vel = 1 . 56 0. 874 2T 67 . 50 31 . 1 31. 1 103 C=150 8S 14 . 00 0 . 0 0 .0 2 . 89 0 . 006 81 .50 0 . 5 31 . 1 Vel = 1 . 56 1A4 2 . 89 31 . 6 K = 0 . 51 PATH 10 FROM HYDRAULIC REFERENCE 3A1 TO 3A10 9. 35 1. 101 1S 10 . 16 22 . 1 22 . 1 3A1 C=150 1 . 00 -4 . 4 0 . 0 See PATH 2 9. 35 0 . 017 11 . 16 0 .2 22 . 1 Vel = 3. 18 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing B Drawing Date: 6/12/2018 6/12/18 12:22 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 PATH 10 FROM HYDRAULIC REFERENCE 3A1 TO 3A10 CONTINUED 0 . 874 2E 3. 81 17. 8 17 . 8 4A2 0=150 1T 11 . 00 0 . 0 0 . 0 9.35 0. 051 14 . 81 0 . 8 17 . 8 Vel = 5. 05 0. 874 1T 6. 01 18 . 6 18 . 6 4A1 0=150 1S 4 . 00 0 . 0 0 .0 9. 35 0 . 051 10 . 01 0 . 5 18 . 6 Vel = 5. 05 -4 .39 0. 874 2S 9. 53 19. 1 19. 1 4A4 C=150 2 . 00 0 . 0 0 .0 See PATH 14 4 . 96 0 . 016 11 . 53 0 .2 19.1 Vel = 2 . 68 0. 874 3S 14 . 47 19.3 19.3 502 0=150 3 . 00 0 . 0 0 .0 4 . 96 0 . 016 17 . 47 0 . 3 19.3 Vel = 2 . 68 0. 874 2T 100 . 99 19. 6 19. 6 504A 0=150 19S 25. 00 0. 0 0 . 0 4 . 96 0. 016 125 . 99 2 . 0 19. 6 Vel = 2 . 68 4 . 39 0 . 874 3E 12 . 11 21 . 6 21 . 6 4A3 C=150 1T 16 . 00 0 . 0 0 .0 See PATH 14 9. 35 0. 051 iS 28 . 11 1. 4 21. 6 Vel = 5. 05 1. 101 1S 10 . 16 23. 0 23. 0 4A5 C=150 1 . 00 4 . 4 0 . 0 9. 35 0. 017 11 . 16 0 .2 23. 0 Vel = 3. 18 3A10 9. 35 27 . 6 K = 1 . 78 PATH 11 FROM HYDRAULIC REFERENCE 3A2 TO 3A4 3. 80 0 . 874 1T 13 . 70 22 . 5 22 .5 3A2 C=150 1S 4 . 00 0 . 0 0 .0 See PATH 2 3 . 80 0 . 010 17 . 70 0 .2 22 .5 Vel = 2 . 05 0. 874 2C 58 .52 22. 6 22 . 6 404 0=150 4S 6. 00 0. 0 0 .0 3. 80 0. 010 64 . 52 0 . 6 22 . 6 Vel = 2 . 05 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing B Drawing Date: 6/12/2018 6/12/18 12:22 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 11 FROM HYDRAULIC REFERENCE 3A2 TO 3A4 CONTINUED 2 . 13 0. 874 1E 8 . 65 23. 3 23.3 3A8 C=150 2S 6. 00 0 . 0 0. 0 See PATH 12 5. 93 0 . 022 14 . 65 0 . 3 23.3 Vel = 3.20 2 . 30 0. 874 1T 42 . 82 23. 6 23. 6 3A3 C=150 6S 9. 00 0 . 0 0 . 0 See PATH 13 8 .22 0. 040 51 . 82 2 . 1 23. 6 Vel = 4 . 44 3A4 8 .22 25. 7 K = 1 . 62 PATH 12 FROM HYDRAULIC REFERENCE 3A9 TO 3A8 2 . 13 0. 874 2T 16. 70 22 . 9 22 . 9 3A9 C=150 2S 8 . 00 0 . 0 0 . 0 See PATH 2 2. 13 0 . 003 24 . 70 0 . 1 22 . 9 Vel = 1. 15 0. 874 1S 8 .28 23. 0 23.0 401 C=150 1 . 00 0 . 0 0 . 0 2 . 13 0. 003 9.28 0 . 0 23. 0 Vel = 1 . 15 0 . 874 2T 67 . 00 23. 0 23. 0 403 C=150 1C 12 . 00 0 . 0 0 .0 2 . 13 0. 003 5S 79. 00 0 . 3 23. 0 Vel = 1 . 15 3A8 2 . 13 23. 3 K = 0 . 44 PATH 13 FROM HYDRAULIC REFERENCE 3A6 TO 3A3 2 .30 0 . 874 2E 11 . 44 23.2 23 .2 3A6 C=150 2S 10 . 00 0 . 0 0 .0 See PATH 2 2 . 30 0. 004 21 . 44 0 . 1 23.2 Vel = 1.24 0 . 874 1T 70 . 78 23. 3 23.3 402 C=150 9S 12 . 00 0 . 0 0 . 0 2 . 30 0. 004 82 . 78 0 . 3 23.3 Vel = 1 .24 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing B Drawing Date: 6/12/2018 6/12/18 12:22 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 3A3 2. 30 23. 6 K = 0 . 47 PATH 14 FROM HYDRAULIC REFERENCE 4A4 TO 4A3 4 . 39 0. 874 2E 150 . 59 19. 1 19. 1 4A4 C=150 4T 44 . 00 0 . 0 0. 0 See PATH 10 4 . 39 0. 013 24S 194 . 59 2 . 5 19. 1 Vel = 2. 37 4A3 4 . 39 21. 6 K = 0 . 94 PATH 15 FROM HYDRAULIC REFERENCE 3A7 TO 3A5 2 . 05 0. 874 3E 109. 69 25. 0 25. 0 3A7 C=150 4T 36. 00 0 . 0 0. 0 See PATH 2 2 . 05 0. 003 12S 145. 69 0 . 4 25. 0 Vel = 1. 10 3A5 2 . 05 25. 4 K = 0 . 41 PATH 16 FROM HYDRAULIC REFERENCE 2A1 TO 2A8 8 . 08 0 . 874 6E 120 .21 40. 1 40 .1 2A1 C=150 2T 40 . 00 -0.2 0 .0 See PATH 4 8 . 08 0 . 039 10S 160 .21 6. 3 40 .1 Vel = 4 . 36 2A8 8 . 08 46.2 K = 1. 19 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building B Static Pres: 104.0 psi Pressure: 45.3 psi In: 0 gpm 17077 SW Appledale RD Resid. Pres: 100.0 psi Sys Flow: 70 gpm Out: 0 gpm Tigard, Oregon Flow: 1405 gpm Sys+Hose: 70 gpm Remote Area: 2 Date: 4/4/2018 Safety Pres: 57.4 psi Loc: 17051 SW Appledale Rd Hd Ely Pres: -0.3 psi 140 120 Su..l 100 80 60 • 40 20 — 100 150 200 250 300 350 400 450 5(