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Report (161)
River Terrace East Builaing B Drawing Date: 6/12/2018 6/12/18 12:20 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 75 57.7 psi 1 1-1/2" CPVC 90 Ell 7 ' 120 1 . 610 75 1. 8 Total Loss for TO SYSTEM 1.8 psi 1 Pipe l;" PVx15 6' 150 1 . 598 75 0 .8 1 Pipe 1 " 40x21 1 ' 120 1 . 610 75 0.2 1 1 " Thrd Butterfly Valve Victaul 1 ' 120 1. 610 75 0 .2 1 Pipe 1k" 40x21 1 ' 120 1. 610 75 0 . 1 1 1w" Thrd Check Valve Generic NFPA 9' 120 1 . 610 75 1 . 7 1 Pipe 1k" 40x21 1 ' 120 1 . 610 75 0.2 Elevation Change 8 ' 6" 3.7 Total Loss for THRU RISER 6.8 psi Hydr Ref BOR Required at AT BASE OF RISER 75 66.3 psi 1 Pipe 4" G4x21 18 ' 120 4 . 026 75 0. 0 1 Pipe 4" PVx20 2 ' 150 4 .230 75 0 . 0 1 Pipe 6" PVx20 165 ' 150 6. 090 75 0 . 0 1 Pipe 8" DIx18 Cl 350 725' 140 8 . 488 75 0 . 0 Elevation Change -23' 0" -10 . 0 Total Loss for THRU UNDG -9. 9 psi Hydr Ref POC Required at CITY CONN 75 56.4 psi Water Source102 . 7 psi static, 98 .7 psi residual @ 1405 gpm 75 gpm 102.7 psi SAFETY PRESSURE 46.2 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 56.4 psi This is a safety margin of 46.2 psi or 45 % of Supply Maximum Water Velocity is 28 .2 fps River Terrace East Builaing B Drawing Date: 6/12/2018 6/12/18 12:20 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 QA2/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 12:20 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 18 .2 1A2 9.23 29. 5 1A3 9.23 22 . 9 1A4 9.23 19. 5 1A5 9.23 20.2 1A6 9.23 42 . 4 2A1 19. 51 51 . 9 2A2 19. 51 33. 4 2A3 19. 51 35 . 3 2A4 19. 51 36. 5 2A5 19. 51 29. 1 2A6 19. 51 38 . 8 2A7 19. 51 41. 8 2A8 19. 88 56. 6 3A1 29. 67 26. 0 3A2 29. 67 26. 5 3A3 29. 67 28 . 0 3A4 29. 67 30 . 7 3A5 29. 67 30 . 4 3A6 29. 67 27 . 4 3A7 29. 67 29. 8 3A8 29. 67 27 . 5 3A9 29. 67 27 . 0 3A10 29. 67 33. 3 4A1 39. 82 22 . 8 4A2 39. 82 21 . 8 4A3 39. 82 26. 7 4A4 39. 82 23. 5 4A5 39. 82 28 . 6 101 9.23 12 . 5 1015 8 . 81 4 . 90 12 .2 17 . 1 17 . 0 0 . 05 102 9.23 16. 3 102S 8 . 81 4 . 90 15. 8 19.5 17 . 0 0 . 06 103 9.23 12 . 4 1035 8 . 81 4 . 90 12 . 0 17 . 0 17 . 0 0 . 05 104 9.23 19. 4 1045 8 . 81 4 . 90 18 . 8 21 .3 17 . 0 0 . 06 201 19. 51 34 . 0 202 19. 51 35. 5 203 19. 51 34 . 3 204A 19. 51 35. 6 301 19. 88 40 . 9 302 19. 88 42 . 1 303A 19. 88 42 . 7 401 29. 67 27 . 1 402 29. 67 27 . 5 403 29. 67 27 .2 404 29. 67 26. 7 502 39. 82 23. 7 504A 39. 82 24 . 1 W 19. 88 57 . 7 River Terrace East Builaing B Drawing Date: 6/12/2018 6/12/18 12:20 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 28 .22 occurs in the pipe from 1A2 TO 1A3 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 12:20 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 103 TO W (PRIMARY PATH) 17 . 00 0. 874 1T 0 . 42 12 . 0 12 . 0 K = 4 . 90 103S 0=150 3. 00 -0 .2 0 .0 17 . 00 0. 155 3. 42 0 . 5 12 . 0 Vel = 9. 18 0 . 874 2T 67 .50 12 . 4 12 . 4 EqK = 4 . 83 103 0=150 8S 14 . 00 0 . 0 0 . 0 12 . 44 0. 087 81 .50 7 . 1 12 .4 Vel = 6. 72 0. 86 0. 874 1T 3. 62 19. 5 19.5 1A4 C=150 1S 4 . 00 0 . 0 0 . 0 See PATH 6 13. 30 0. 098 7 . 62 0 . 8 19.5 Vel = 7. 18 9.27 0. 874 1E 60 . 52 20 .2 20 .2 1A5 C=150 4T 24 . 00 0 . 0 0 . 0 See PATH 4 22. 56 0.262 8S 84 . 52 22 . 1 20 .2 Vel = 12 . 19 1. 101 10 .28 42 . 4 42 . 4 1A6 C=150 0 . 00 -4 . 5 0.0 22 . 56 0. 085 10 .28 0 . 9 42 . 4 Vel = 7 . 68 25. 85 1. 101 1T 2 . 59 38 . 8 38 .8 2A6 C=150 1S 6. 00 0. 0 0 . 0 See PATH 7 48 . 42 0 . 349 8 .59 3. 0 38 .8 Vel = 16. 48 10 . 65 1. 101 2E 13 . 78 41 . 8 41 . 8 2A7 C=150 1T 16. 00 -0 .2 0 .0 See PATH 13 59. 07 0. 505 1S 29. 78 15. 0 41 . 8 Vel = 20 . 10 15. 75 1. 598 1S 7 . 41 56. 6 56. 6 2A8 C=150 1 . 00 0 . 0 0 . 0 See PATH 2 AND 16 74 . 82 0 . 127 8 . 41 1 . 1 56. 6 Vel = 12. 09 W 74 . 82 57 . 7 K = 9. 85 PATH 2 FROM HYDRAULIC REFERENCE 103 TO 2A8 17 . 00 0. 874 1T 0 . 42 12 . 0 12 .0 K = 4 . 90 103S 0=150 3 . 00 -0 .2 0 . 0 17 . 00 0. 155 3. 42 0 . 5 12 .0 Vel = 9. 18 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing B Drawing Date: 6/12/2018 6/12/18 12:20 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 103 TO 2A8 CONTINUED 0. 874 1S 10 . 00 12 . 4 12 .4 EqK = 4 . 83 103 0=150 1 . 00 0 . 0 0 . 0 4 .56 0. 014 11 . 00 0 . 1 12 . 4 Vel = 2 . 46 17 . 10 0 . 874 2T 16.21 12 . 5 12 .5 EqK = 4 . 83 101 C=150 1S 7 . 00 0 . 0 0 . 0 21 . 66 0 .243 23 .21 5. 6 12 . 5 Vel = 11 . 70 10 .20 0. 874 1T 5. 60 18 .2 18 .2 1A1 C=150 1S 4 . 00 0 . 0 0 .0 See PATH 3 31 . 85 0 . 495 9. 60 4 . 8 18 .2 Vel = 17 .20 20 . 40 0. 874 1E 1 .29 22 . 9 22 . 9 1A3 C=150 4 . 00 0 . 0 0 .0 See PATH 5 52 .25 1.238 5.29 6. 5 22 . 9 Vel = 28 .22 1. 101 10 .28 29. 5 29.5 1A2 C=150 0 . 00 -4 . 5 0. 0 52 .25 0 . 402 10 .28 4 . 1 29.5 Vel = 17 . 78 -25. 85 0. 874 1E 5.30 29. 1 29. 1 2A5 C=150 1T 7 . 00 0 . 0 0 . 0 See PATH 7 26. 40 0 . 350 12 . 30 4 . 3 29. 1 Vel = 14 .26 -6. 32 0. 874 1T 5. 62 33. 4 33.4 2A2 C=150 3. 00 0 . 0 0 .0 See PATH 13 20 . 08 0 .211 8 . 62 1. 8 33. 4 Vel = 10 . 84 -4 . 33 0. 874 6E 15.23 35. 3 35.3 2A3 C=150 4S 28 . 00 -0 . 2 0 .0 See PATH 15 15. 75 0 . 135 43.23 5. 8 35.3 Vel = 8 . 50 0. 874 1S 8 . 05 40 . 9 40 . 9 301 0=150 1. 00 0 . 0 0 .0 15. 75 0. 135 9. 05 1 . 2 40 . 9 Vel = 8 . 50 0. 874 1T 1 . 03 42 . 1 42 . 1 302 C=150 3 . 00 0 . 0 0 .0 15. 75 0 . 135 4 . 03 0 . 5 42 . 1 Vel = 8 . 50 0. 874 3E 48 . 94 42 . 7 42 .7 303A C=150 1T 18 . 00 0 .2 0 . 0 15. 75 0 . 135 3S 66. 94 9. 0 42 . 7 Vel = 8 . 50 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing B Drawing Date: 6/12/2018 6/12/18 12:20 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 103 TO 2A8 CONTINUED -7. 10 0 . 874 2E 92 .21 51. 9 51 . 9 2A1 C=150 11S 19. 00 -0.2 0 .0 See PATH 16 8 . 65 0 . 044 111 .21 4 . 9 51 . 9 Vel = 4 . 67 2A8 8 . 65 56. 6 K = 1 . 15 17. 10 0. 874 1T 0 . 42 12 .2 12 .2 K = 4 . 90 1015 0=150 3. 00 -0 .2 0 . 0 17 . 10 0. 157 3. 42 0 . 5 12 .2 Vel = 9. 23 101 17. 10 12 . 5 K = 4 . 83 PATH 3 FROM HYDRAULIC REFERENCE 102 TO 1A1 19. 46 0 . 874 1T 0 .42 15. 8 15. 8 K = 4 . 90 102S 0=150 3. 00 -0 .2 0 .0 19. 46 0. 199 3.42 0 . 7 15.8 Vel = 10 . 51 0. 874 2E 16.46 16. 3 16.3 EqK = 4 . 82 102 0=150 2T 15. 00 0 . 0 0 .0 10 .20 0. 060 1S 31 . 46 1. 9 16.3 Vel = 5. 51 1A1 10 .20 18 .2 K = 2 . 39 PATH 4 FROM HYDRAULIC REFERENCE 102 TO 1A5 19. 46 0. 874 1T 0 .42 15. 8 15.8 K = 4 . 90 102S 0=150 3. 00 -0 .2 0 .0 19. 46 0. 199 3. 42 0 . 7 15 .8 Vel = 10 . 51 0. 874 1T 66. 47 16. 3 16.3 EqK = 4 . 82 102 0=150 9S 12 . 00 0. 0 0 . 0 9.27 0. 050 78 . 47 4 . 0 16.3 Vel = 5. 00 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing B Drawing Date: 6/12/2018 6/12/18 12:20 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 1A5 9.27 20 . 2 K = 2 . 06 PATH 5 FROM HYDRAULIC REFERENCE 104 TO 1A3 21 .26 0. 874 1T 0 . 42 18 . 8 18 . 8 K = 4 . 90 104S C=150 3. 00 -0 .2 0 .0 21.26 0 .234 3. 42 0 . 8 18 . 8 Vel = 11 . 48 0. 874 1T 13 . 03 19. 4 19. 4 EqK = 4 . 82 104 C=150 3. 00 0 . 0 0 .0 20 . 40 0.217 16. 03 3. 5 19. 4 Vel = 11 . 02 1A3 20 . 40 22 . 9 K = 4 .26 PATH 6 FROM HYDRAULIC REFERENCE 104 TO 1A4 21 .26 0. 874 1T 0 . 42 18 . 8 18 . 8 K = 4 . 90 104S C=150 3. 00 -0 .2 0.0 21 .26 0.234 3 . 42 0 . 8 18 . 8 Vel = 11 . 48 0. 874 2C 59. 92 19. 4 19. 4 EqK = 4 . 82 104 C=150 4S 6.00 0 . 0 0 .0 0 . 86 0 . 001 65 . 92 0 . 0 19. 4 Vel = 0 . 46 1A4 0 . 86 19. 5 K = 0 . 19 PATH 7 FROM HYDRAULIC REFERENCE 2A5 TO 2A6 25. 85 1 . 101 1S 10 . 16 29. 1 29. 1 2A5 C=150 1 . 00 -4 . 4 0.0 See PATH 2 25. 85 0 . 109 11 . 16 1 .2 29. 1 Vel = 8 . 80 -10 . 84 0. 874 1T 1 .29 26. 0 26. 0 3A1 C=150 3 . 00 0 . 0 0 .0 See PATH 8 15. 01 0. 123 4 .29 0 . 5 26. 0 Vel = 8 . 11 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing B Drawing Date: 6/12/2018 6/12/18 12:20 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 7 FROM HYDRAULIC REFERENCE 2A5 TO 2A6 CONTINUED -4 . 41 0 . 874 1T 4 .59 26. 5 26. 5 3A2 C=150 1S 4 . 00 0 . 0 0 .0 See PATH 9 10 . 60 0. 065 8 . 59 0 . 6 26.5 Vel = 5. 73 -2 . 47 0. 874 2T 4 . 00 27 . 0 27 .0 3A9 C=150 6. 00 0 . 0 0 . 0 See PATH 10 8 . 13 0 . 040 10 .00 0 . 4 27 .0 Vel = 4 . 39 -2 . 66 0. 874 7E 76.76 27 . 4 27 . 4 3A6 C=150 3T 46. 00 0. 0 0 . 0 See PATH 11 5. 47 0 . 019 9S 122 .76 2 . 3 27 .4 Vel = 2 . 95 -2 . 37 0 . 874 1T 75. 12 29. 8 29. 8 3A7 C=150 11S 14 .00 0 . 0 0 . 0 See PATH 14 3. 10 0 . 007 89. 12 0 . 6 29.8 Vel = 1. 67 2 . 37 0 . 874 1T 13. 83 30 . 4 30 . 4 3A5 C=150 2S 5. 00 0 . 0 0 .0 See PATH 14 5 . 47 0 . 019 18 . 83 0 . 4 30 . 4 Vel = 2 . 95 9.54 0 . 874 1E 12 .58 30 . 7 30 .7 3A4 C=150 1T 8 . 00 0 . 0 0 . 0 See PATH 9 15.01 0 . 123 1S 20 .58 2 . 5 30 .7 Vel = 8 . 11 10 . 84 1. 101 10 . 16 33. 3 33. 3 3A10 C=150 0 .00 4 . 4 0 .0 See PATH 8 25 . 85 0 . 109 10 . 16 1. 1 33.3 Vel = 8 . 80 2A6 25 . 85 38 . 8 K = 4 . 15 PATH 8 FROM HYDRAULIC REFERENCE 3A1 TO 3A10 10 . 84 1. 101 1S 10 . 16 26. 0 26.0 3A1 C=150 1 .00 -4 . 4 0 .0 See PATH 7 10. 84 0. 022 11 . 16 0 .2 26. 0 Vel = 3. 69 0 . 874 2E 3 . 81 21 . 8 21 . 8 4A2 C=150 1T 11 . 00 0 . 0 0 . 0 10 . 84 0 . 067 14 .81 1 . 0 21.8 Vel = 5. 86 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing B Drawing Date: 6/12/2018 6/12/18 12:20 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 3A1 TO 3A10 CONTINUED 0. 874 1T 6. 01 22 . 8 22 .8 4A1 C=150 1S 4 . 00 0. 0 0 . 0 10. 84 0 . 067 10 . 01 0 . 7 22.8 Vel = 5. 86 -5. 09 0 . 874 2S 9. 53 23. 5 23.5 4A4 C=150 2 . 00 0 . 0 0 . 0 See PATH 12 5. 75 0 . 021 11 . 53 0 .2 23.5 Vel = 3. 11 0 . 874 3S 14 . 47 23. 7 23.7 502 C=150 3. 00 0 . 0 0 . 0 5. 75 0 . 021 17 . 47 0 . 4 23.7 Vel = 3. 11 0. 874 2T 100 . 99 24 . 1 24 . 1 504A C=150 19S 25. 00 0 . 0 0 . 0 5. 75 0. 021 125. 99 2 . 6 24 . 1 Vel = 3. 11 5. 09 0. 874 3E 12 . 11 26. 7 26.7 4A3 C=150 1T 16. 00 0 . 0 0 . 0 See PATH 12 10 . 84 0. 067 1S 28 . 11 1. 9 26.7 Vel = 5. 86 1. 101 1S 10 . 16 28 . 6 28 . 6 4A5 C=150 1 . 00 4 . 4 0 . 0 10 . 84 0. 022 11 . 16 0 .2 28 . 6 Vel = 3. 69 3A10 10 . 84 33. 3 K = 1 . 88 PATH 9 FROM HYDRAULIC REFERENCE 3A2 TO 3A4 4 . 41 0. 874 iT 13 . 70 26. 5 26.5 3A2 C=150 1S 4 . 00 0. 0 0 .0 See PATH 7 4 . 41 0. 013 17 . 70 0 .2 26.5 Vel = 2. 38 0. 874 2C 58 . 52 26. 7 26. 7 404 C=150 4S 6. 00 0. 0 0 .0 4 . 41 0. 013 64 . 52 0 . 8 26.7 Vel = 2 . 38 2 . 47 0. 874 lE 8 . 65 27 . 5 27 .5 3A8 C=150 2S 6. 00 0 . 0 0 . 0 See PATH 10 6. 88 0. 029 14 . 65 0 . 4 27.5 Vel = 3. 71 UNITS - DIAMETERINCH DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing B Drawing Date: 6/12/2018 6/12/18 12:20 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 9 FROM HYDRAULIC REFERENCE 3A2 TO 3A4 CONTINUED 2 . 66 0. 874 1T 42 . 82 28 . 0 28 .0 3A3 C=150 6S 9. 00 0 . 0 0 . 0 See PATH 11 9. 54 0. 053 51 . 82 2 . 8 28 .0 Vel = 5. 15 3A4 9. 54 30 . 7 K = 1 . 72 PATH 10 FROM HYDRAULIC REFERENCE 3A9 TO 3A8 2 . 47 0. 874 2T 16.70 27 . 0 27 .0 3A9 C=150 2S 8 . 00 0 . 0 0 . 0 See PATH 7 2 . 47 0 . 004 24 . 70 0 . 1 27 .0 Vel = 1 . 33 0. 874 1S 8 .28 27 . 1 27 . 1 401 0=150 1 . 00 0 . 0 0 . 0 2 . 47 0 . 004 9.28 0 . 0 27 .1 Vel = 1 . 33 0. 874 2T 67 . 00 27 .2 27 .2 403 0=150 10 12 . 00 0 . 0 0 .0 2 . 47 0 . 004 5S 79. 00 0 . 3 27 .2 Vel = 1 . 33 3A8 2 . 47 27 . 5 K = 0 . 47 PATH 11 FROM HYDRAULIC REFERENCE 3A6 TO 3A3 2 . 66 0 . 874 2E 11 . 44 27 . 4 27 .4 3A6 C=150 2S 10 . 00 0. 0 0 . 0 See PATH 7 2 . 66 0. 005 21. 44 0 . 1 27 . 4 Vel = 1 . 44 0. 874 1T 70 . 78 27 . 5 27 .5 402 0=150 9S 12 . 00 0 . 0 0 . 0 2. 66 0 . 005 82 . 78 0 . 4 27 .5 Vel = 1 . 44 3A3 2 . 66 28 . 0 K = 0 . 50 PATH 12 FROM HYDRAULIC REFERENCE 4A4 TO 4A3 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing B Drawing Date: 6/12/2018 6/12/18 12:20 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 4A4 TO 4A3 CONTINUED 5. 09 0 . 874 2E 150 . 59 23. 5 23.5 4A4 C=150 4T 44 . 00 0 . 0 0 . 0 See PATH 8 5. 09 0. 017 24S 194 . 59 3 .2 23.5 Vel = 2 . 75 4A3 5. 09 26. 7 K = 0 . 98 PATH 13 FROM HYDRAULIC REFERENCE 2A2 TO 2A7 6. 32 0. 874 1E 14 . 87 33. 4 33. 4 2A2 C=150 1T 9. 00 0 . 0 0 . 0 See PATH 2 6. 32 0 . 025 2S 23. 87 0 . 6 33. 4 Vel = 3. 41 0 . 874 1S 8 . 52 34 . 0 34 .0 201 C=150 1 . 00 0. 0 0 . 0 6. 32 0 . 025 9. 52 0 . 2 34 .0 Vel = 3. 41 0 . 874 1E 7S 73 . 03 34 . 3 34 .3 203 C=150 1T 15. 00 0. 0 0 . 0 6. 32 0. 025 1C 88 . 03 2 . 2 34 .3 Vel = 3. 41 4 .33 0. 874 4E 54 .28 36. 5 36. 5 2A4 C=150 1T 27 . 00 0 . 0 0 . 0 See PATH 15 10. 65 0. 065 8S 81 .28 5. 3 36. 5 Vel = 5. 75 2A7 10. 65 41 . 8 K = 1 . 65 PATH 14 FROM HYDRAULIC REFERENCE 3A7 TO 3A5 2 . 37 0. 874 3E 109. 69 29. 8 29.8 3A7 C=150 4T 36. 00 0 . 0 0 . 0 See PATH 7 2 . 37 0. 004 12S 145. 69 0 . 6 29. 8 Vel = 1 .28 3A5 2 . 37 30 . 4 K = 0 . 43 PATH 15 FROM HYDRAULIC REFERENCE 2A3 TO 2A4 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing B Drawing Date: 6/12/2018 6/12/18 12:20 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 15 FROM HYDRAULIC REFERENCE 2A3 TO 2A4 CONTINUED 4 . 33 0 . 874 iT 11 .24 35. 3 35 .3 2A3 C=150 iS 4 .00 0 . 0 0 . 0 See PATH 2 4 .33 0. 012 15 .24 0 .2 35.3 Vel = 2 . 34 0 . 874 2S 6. 16 35. 5 35. 5 202 0=150 2 . 00 0 . 0 0 .0 4 . 33 0 . 012 8 . 16 0 . 1 35.5 Vel = 2 . 34 0. 874 12S 61 . 41 35. 6 35. 6 204A 0=150 12 . 00 0 . 0 0 .0 4 . 33 0 . 012 73.41 0 . 9 35. 6 Vel = 2 . 34 2A4 4 . 33 36. 5 K = 0 . 72 PATH 16 FROM HYDRAULIC REFERENCE 2A1 TO 2A8 7 . 10 0 . 874 6E 120 .21 51 . 9 51 . 9 2A1 C=150 2T 40 .00 -0 .2 0 .0 See PATH 2 7 . 10 0 . 031 10S 160 .21 4 . 9 51 . 9 Vel = 3. 83 2A8 7 . 10 56. 6 K = 0 . 94 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building B Static Pres: 104.0 psi Pressure: 56.4 psi In: 0 gpm 17077 SW Appledale RD Resid. Pres: 100.0 psi Sys Flow: 75 gpm Out: 0 gpm Tigard, Oregon Flow: 1405 gpm Sys+Hose: 75 gpm Remote Area: 1 Date: 4/4/2018 Safety Pres: 46.2 psi Loc: 17051 SW Appledale Rd Hd Ely Pres: -4.8 psi 140 120 • Supply 100 80 60 • 40 20 100 150 200 250 300 350 400 450 5(