Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Report (166)
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 3 61 53.1 psi 1 1-1/2" CPVC 90 Ell 7 ' 120 1 . 610 61 1 . 3 Total Loss for TO SYSTEM 1.3 psi 1 Pipe l " PVx15 6' 150 1 .598 61 0 . 5 1 Pipe 1]" 40x21 1 ' 120 1 . 610 61 0 . 1 1 1 " Thrd Butterfly Valve Victaul 1 ' 120 1 . 610 61 0 . 1 1 Pipe l " 40x21 1 ' 120 1 . 610 61 0 . 1 1 1 " Thrd Check Valve Generic NFPA 9' 120 1 . 610 61 1 . 1 1 Pipe l " 40x21 1 ' 120 1 . 610 61 0 . 1 Elevation Change 8 ' 6" 3. 7 Total Loss for THRU RISER 5.8 psi Hydr Ref BOR Required at AT BASE OF RISER 61 60.1 psi 1 Pipe 4" G4x21 18 ' 120 4 . 026 61 0 . 0 1 Pipe 4" PVx20 2 ' 150 4 .230 61 0 . 0 1 Pipe 6" PVx20 165 ' 150 6. 090 61 0 .0 1 Pipe 8" DIx18 Cl 350 725 ' 140 8 . 488 61 0 . 0 Elevation Change -23' 0" -10 . 0 Total Loss for THRU UNDG -9. 9 psi Hydr Ref POC Required at CITY CONN 61 50.2 psi Water Source102 . 7 psi static, 98 .7 psi residual @ 1405 gpm 61 gpm 102.7 psi SAFETY PRESSURE 52.4 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 50.2 psi This is a safety margin of 52.4 psi or 51 % of Supply Maximum Water Velocity is 18 .2 fps 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 ✓ 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 48 . 0 1A2 9.23 47 . 7 1A3 9.23 47 . 9 1A4 9.23 48 . 3 1A5 9.23 48 . 4 1A6 9.23 50 . 9 2A1 19. 51 38 . 9 2A2 19. 51 39. 4 2A3 19. 51 37 .2 2A4 19. 51 40. 7 2A5 19. 51 43. 1 2A6 19. 51 46. 5 2A7 19. 51 47 .2 2A8 19. 88 52 . 4 3A1 29. 67 39. 1 3A2 29. 67 39. 3 3A3 29. 67 39. 9 3A4 29. 67 40. 8 3A5 29. 67 40. 7 3A6 29. 67 39. 7 3A7 29. 67 40. 5 3A8 29. 67 39. 7 3A9 29. 67 39. 5 3A10 29. 67 41 . 7 4A1 39. 82 35.2 4A2 39. 82 34 . 8 4A3 39. 82 36. 6 4A4 39. 82 35. 4 4A5 39. 82 37 .2 101 9. 23 48 . 0 102 9.23 48 . 1 103 9.23 48 . 1 104 9.23 48 . 0 201 19. 51 39. 6 202 19. 51 37 . 7 203 19. 51 39. 8 204A 19. 51 38 . 0 301 19. 88 14 . 5 3015 19. 09 5. 60 14 .2 21 . 1 17 . 1 0 . 18 302 19. 88 13.7 302S 19. 09 5. 60 13. 5 20 . 6 18 . 9 0. 16 303 19. 88 11. 9 303S 19. 09 5. 60 11. 8 19.2 19.2 0 . 15 303A 19. 88 13. 8 401 29. 67 39. 6 402 29. 67 39. 7 403 29. 67 39. 6 404 29. 67 39. 4 502 39. 82 35. 5 504A 39. 82 35. 6 W 19. 88 53. 1 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) Max velocity of 18 . 16 occurs in the pipe from 301 TO 2A3 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 303 TO W (PRIMARY PATH) 19.20 1. 049 1T 0 . 78 11. 8 11 . 8 K = 5. 60 3035 0=120 3. 00 -0 . 3 0 .0 19.20 0 . 121 3.78 0 . 5 11.8 Vel = 7 .20 0 . 874 1T 7 . 01 11 . 9 11 . 9 EqK = 5. 57 303 0=150 3 . 00 0 . 0 0 . 0 19.20 0. 194 10 . 01 1. 9 11. 9 Vel = 10 . 37 8 . 08 0 . 874 3E 48 . 94 13. 8 13. 8 303A C=150 1T 18 . 00 0 .2 0 . 0 See PATH 3 27 .28 0. 372 3S 66. 94 24 . 9 13. 8 Vel = 14 . 73 -12 . 30 0 . 874 2E 92 .21 38 . 9 38 . 9 2A1 C=150 11S 19. 00 -0 .2 0 . 0 See PATH 5 14 . 98 0. 123 111 .21 13. 6 38 . 9 Vel = 8 . 09 45. 92 1. 598 1S 7 . 41 52 . 4 52.4 2A8 C=150 1 . 00 0 . 0 0 .0 See PATH 2 AND 5 60 . 90 0. 087 8 . 41 0 . 7 52 . 4 Vel = 9. 84 W 60 . 90 53. 1 K = 8 . 36 PATH 2 FROM HYDRAULIC REFERENCE 302 TO 2A8 20 . 56 1. 049 1T 0 . 78 13. 5 13. 5 K = 5. 60 3025 0=120 3. 00 -0 . 3 0 . 0 20 . 56 0 . 137 3.78 0 . 5 13.5 Vel = 7 . 71 0. 874 1S 8 . 05 13. 7 13.7 EqK = 5. 56 302 C=150 1 . 00 0 . 0 0 .0 12 . 48 0. 088 9. 05 0 . 8 13. 7 Vel = 6. 74 21 . 14 0. 874 6E 15.23 14 . 5 14 .5 EqK = 5. 56 301 0=150 2S 26. 00 0 .2 0 . 0 33 . 62 0 . 548 41 .23 22 . 6 14 .5 Vel = 18 . 16 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 302 TO 2A8 CONTINUED -7 . 79 0. 874 1S 5 . 62 37 .2 37.2 2A3 C=150 1 . 00 0. 0 0 .0 See PATH 4 25. 83 0. 336 6. 62 2 .2 37 .2 Vel = 13. 95 -4 . 08 0. 874 lE 5 .30 39. 4 39. 4 2A2 C=150 2T 10 . 00 0 . 0 0 .0 See PATH 6 21 .74 0.244 15 . 30 3. 7 39. 4 Vel = 11 . 74 -6. 94 1. 101 10 . 16 43. 1 43. 1 2A5 C=150 0 . 00 -4 . 4 0. 0 See PATH 7 14 . 80 0. 039 10 . 16 0. 4 43.1 Vel = 5. 04 -6.21 0. 874 1T 1 .29 39. 1 39. 1 3A1 C=150 3 . 00 0 . 0 0.0 See PATH 10 8 . 59 0. 044 4 .29 0.2 39.1 Vel = 4 . 64 -2 . 52 0. 874 1T 4 . 59 39. 3 39.3 3A2 C=150 1S 4 . 00 0 . 0 0. 0 See PATH 11 6. 07 0. 023 8 . 59 0.2 39.3 Vel = 3.28 -1 . 41 0. 874 2T 4 . 00 39. 5 39.5 3A9 C=150 6. 00 0 . 0 0 . 0 See PATH 12 4 . 66 0 . 014 10 . 00 0 . 1 39.5 Vel = 2 . 51 -1 . 52 0. 874 7E 76. 76 39. 7 39. 7 3A6 C=150 3T 46. 00 0 . 0 0 . 0 See PATH 13 3. 13 0 . 007 9S 122 . 76 0 . 8 39.7 Vel = 1 . 69 -1 . 36 0. 874 1T 75. 12 40 . 5 40 . 5 3A7 C=150 11S 14 . 00 0 . 0 0 . 0 See PATH 15 1 .77 0 . 002 89. 12 0 . 2 40 .5 Vel = 0 . 96 1 . 36 0. 874 1T 13. 83 40. 7 40 .7 3A5 C=150 2S 5. 00 0 . 0 0 .0 See PATH 15 3. 13 0 . 007 18 . 83 0 . 1 40 .7 Vel = 1 . 69 5. 46 0. 874 1E 12 . 58 40 . 8 40 .8 3A4 C=150 1T 8 . 00 0. 0 0 . 0 See PATH 11 8 .59 0. 044 1S 20 . 58 0 . 9 40 . 8 Vel = 4 . 64 6.21 1. 101 10 . 16 41 . 7 41.7 3A10 C=150 0 . 00 4 . 4 0 . 0 See PATH 10 14 . 80 0. 039 10 . 16 0 . 4 41 .7 Vel = 5. 04 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building 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 PATH 2 FROM HYDRAULIC REFERENCE 302 TO 2A8 CONTINUED 6. 94 1 . 101 1T 2 .59 46. 5 46.5 2A6 C=150 1S 6. 00 0. 0 0 . 0 See PATH 7 21.74 0 . 079 8 . 59 0 . 7 46. 5 Vel = 7 . 40 11. 88 1. 101 2E 13.78 47 .2 47 .2 2A7 C=150 1T 16. 00 -0 .2 0 . 0 See PATH 4 33. 62 0 . 178 1S 29.78 5. 3 47 .2 Vel = 11. 44 2A8 33. 62 52 . 4 K = 4 . 65 21 . 14 1 . 049 1T 0 .78 14 .2 14 .2 K = 5. 60 301S 0=120 3. 00 -0. 3 0 . 0 21. 14 0 . 144 3.78 0. 5 14 .2 Vel = 7 . 92 301 21 . 14 14 . 5 K = 5. 56 PATH 3 FROM HYDRAULIC REFERENCE 302 TO 303A 20 . 56 1 . 049 1T 0 .78 13. 5 13. 5 K = 5. 60 302S 0=120 3. 00 -0 . 3 0 . 0 20 .56 0 . 137 3.78 0 . 5 13. 5 Vel = 7 . 71 0 . 874 1T 1 . 03 13. 7 13.7 EqK = 5. 56 302 0=150 3 . 00 0 . 0 0 .0 8 . 08 0. 039 4 . 03 0 .2 13.7 Vel = 4 . 36 303A 8 . 08 13. 8 K = 2 . 17 PATH 4 FROM HYDRAULIC REFERENCE 2A3 TO 2A7 7 . 79 0 . 874 1T 11 .24 37.2 37 .2 2A3 C=150 1S 4 . 00 0 . 0 0 . 0 See PATH 2 7 . 79 0. 037 15.24 0 . 6 37 .2 Vel = 4 .21 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 2A3 TO 2A7 CONTINUED 0. 874 2S 6. 16 37 . 7 37.7 202 C=150 2 . 00 0 . 0 0.0 7 . 79 0. 037 8 . 16 0 . 3 37 .7 Vel = 4 .21 0 . 874 12S 61 . 41 38 . 0 38 .0 204A 0=150 12 . 00 0 . 0 0 .0 7 .79 0 . 037 73 . 41 2 . 7 38 . 0 Vel = 4 .21 4 . 08 0. 874 4E 54 .28 40 . 7 40 .7 2A4 C=150 1T 27 . 00 0 . 0 0 . 0 See PATH 6 11. 88 0. 080 8S 81 .28 6. 5 40 .7 Vel = 6. 41 2A7 11 . 88 47 .2 K = 1. 73 PATH 5 FROM HYDRAULIC REFERENCE 2A1 TO 2A8 12 .30 0. 874 6E 120 .21 38 . 9 38 . 9 2A1 C=150 2T 40 . 00 -0 .2 0 . 0 See PATH 1 12 . 30 0. 085 10S 160 .21 13. 6 38 . 9 Vel = 6. 64 2A8 12 . 30 52 . 4 K = 1. 70 PATH 6 FROM HYDRAULIC REFERENCE 2A2 TO 2A4 4 . 08 0. 874 1E 14 . 87 39. 4 39.4 2A2 C=150 3S 7 . 00 0 . 0 0 . 0 See PATH 2 4 . 08 0. 011 21 . 87 0 .2 39. 4 Vel = 2 .20 0 . 874 1S 8 . 52 39. 6 39. 6 201 0=150 1 . 00 0 . 0 0 . 0 4 . 08 0 . 011 9.52 0 . 1 39. 6 Vel = 2 .20 0. 874 1E 7S 73 . 03 39. 8 39.8 203 0=150 1T 15 . 00 0. 0 0.0 4 . 08 0. 011 10 88 . 03 1. 0 39.8 Vel = 2 .20 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 2A4 4 . 08 40 . 7 K = 0 . 64 PATH 7 FROM HYDRAULIC REFERENCE 2A5 TO 2A6 6. 94 1 . 101 10 .28 43. 1 43. 1 2A5 C=150 0 . 00 4 . 5 0 . 0 See PATH 2 6. 94 0. 010 10 .28 0 . 1 43. 1 Vel = 2 . 36 0. 874 1E 1 .29 47 . 7 47 . 7 1A2 C=150 4 . 00 0 . 0 0 . 0 6. 94 0. 030 5.29 0 .2 47 .7 Vel = 3. 75 -2 . 72 0. 874 1T 5 . 60 47. 9 47 . 9 1A3 C=150 1S 4 . 00 0. 0 0 . 0 See PATH 8 4 .22 0. 012 9. 60 0 . 1 47 . 9 Vel = 2 . 28 -1 . 92 0. 874 2E 16. 46 48 . 0 48 .0 1A1 C=150 2T 16. 00 0. 0 0 .0 See PATH 9 2 . 30 0 . 004 2S 32 . 46 0. 1 48 .0 Vel = 1 .24 0. 874 1T 66. 47 48 . 1 48 . 1 102 0=150 9S 12 . 00 0 . 0 0 . 0 2 .30 0. 004 78 . 47 0 . 3 48 . 1 Vel = 1 .24 4 . 64 0. 874 1E 60 . 52 48 . 4 48 .4 1A5 C=150 4T 24 . 00 0. 0 0 .0 See PATH 8 6. 94 0 . 030 8S 84 . 52 2 . 5 48 .4 Vel = 3. 75 1. 101 10 .28 50 . 9 50 . 9 1A6 C=150 0 . 00 -4 . 5 0 . 0 6. 94 0. 010 10 .28 0 . 1 50 . 9 Vel = 2 . 36 2A6 6. 94 46. 5 K = 1 . 02 PATH 8 FROM HYDRAULIC REFERENCE 1A3 TO 1A5 2 . 72 0. 874 1T 13 . 03 47 . 9 47 . 9 1A3 C=150 1S 4 . 00 0. 0 0 . 0 See PATH 7 2 . 72 0 . 005 17 . 03 0. 1 47 . 9 Vel = 1 . 47 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 0 . 874 2C 59. 92 48 . 0 48 . 0 104 0=150 4S 6. 00 0 . 0 0 . 0 2 .72 0. 005 65 . 92 0 . 3 48 .0 Vel = 1 . 47 1 . 92 0 . 874 1T 3. 62 48 . 3 48 . 3 1A4 C=150 1S 4 . 00 0. 0 0 . 0 See PATH 9 4 . 64 0. 014 7 . 62 0. 1 48 .3 Vel = 2 . 50 1A5 4 . 64 48 . 4 K = 0 . 67 PATH 9 FROM HYDRAULIC REFERENCE 1A1 TO 1A4 1. 92 0. 874 2T 16.21 48 . 0 48 . 0 1A1 C=150 2S 8 . 00 0 . 0 0 . 0 See PATH 7 1 . 92 0 . 003 24 .21 0 . 1 48 .0 Vel = 1 . 04 0. 874 1S 10 . 00 48 . 0 48 .0 101 0=150 1 . 00 0. 0 0 . 0 1 . 92 0. 003 11 . 00 0 . 0 48 . 0 Vel = 1 . 04 0 . 874 2T 67 . 50 48 . 1 48 . 1 103 0=150 8S 14 . 00 0 . 0 0 .0 1 . 92 0. 003 81 .50 0.2 48 .1 Vel = 1 . 04 1A4 1 . 92 48 . 3 K = 0 .28 PATH 10 FROM HYDRAULIC REFERENCE 3A1 TO 3A10 6.21 1. 101 1S 10 . 16 39. 1 39. 1 3A1 C=150 1 . 00 -4 . 4 0 .0 See PATH 2 6.21 0. 008 11 . 16 0 . 1 39. 1 Vel = 2 . 11 0. 874 2E 3. 81 34 . 8 34 . 8 4A2 0=150 1T 11 . 00 0. 0 0.0 6.21 0. 024 14 . 81 0 . 4 34 .8 Vel = 3. 35 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 1T 6. 01 35.2 35.2 4A1 0=150 1S 4 . 00 0. 0 0 .0 6.21 0. 024 10 . 01 0.2 35.2 Vel = 3. 35 -2 . 91 0. 874 2S 9. 53 35. 4 35. 4 4A4 C=150 2 . 00 0 . 0 0 . 0 See PATH 14 3.29 0 . 007 11 . 53 0 . 1 35. 4 Vel = 1. 78 0. 874 3S 14 . 47 35. 5 35.5 502 C=150 3. 00 0 . 0 0 .0 3.29 0. 007 17 . 47 0. 1 35.5 Vel = 1 . 78 0. 874 2T 100 . 99 35. 6 35. 6 504A 0=150 19S 25. 00 0 . 0 0 . 0 3.29 0 . 007 125 . 99 0 . 9 35. 6 Vel = 1 .78 2 . 91 0. 874 3E 12 . 11 36. 6 36. 6 4A3 C=150 1T 16. 00 0. 0 0 .0 See PATH 14 6.21 0. 024 1S 28 . 11 0. 7 36. 6 Vel = 3. 35 1. 101 1S 10 . 16 37.2 37 .2 4A5 C=150 1 . 00 4 . 4 0 .0 6.21 0. 008 11 . 16 0. 1 37 .2 Vel = 2. 11 3A10 6.21 41. 7 K = 0 . 96 PATH 11 FROM HYDRAULIC REFERENCE 3A2 TO 3A4 2 . 52 0. 874 1T 13 . 70 39. 3 39.3 3A2 C=150 1S 4 . 00 0 . 0 0. 0 See PATH 2 2 . 52 0. 005 17 . 70 0 . 1 39.3 Vel = 1 . 36 0. 874 2C 58 . 52 39. 4 39.4 404 0=150 4S 6. 00 0 . 0 0.0 2 . 52 0. 005 64 . 52 0. 3 39.4 Vel = 1 . 36 1 . 41 0 . 874 1E 8 . 65 39. 7 39.7 3A8 C=150 2S 6. 00 0. 0 0 .0 See PATH 12 3. 94 0 . 010 14 . 65 0 .2 39. 7 Vel = 2. 13 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 ******* 1 POINT Qt Pf/ft TOTAL Pf Pn PATH 11 FROM HYDRAULIC REFERENCE 3A2 TO 3A4 CONTINUED 1 .52 0. 874 iT 42 . 82 39. 9 39. 9 3A3 C=150 6S 9. 00 0 . 0 0 . 0 See PATH 13 5. 46 0 . 019 51 . 82 1 . 0 39. 9 Vel = 2 . 95 3A4 5. 46 40 . 8 K = 0 . 85 PATH 12 FROM HYDRAULIC REFERENCE 3A9 TO 3A8 1 .41 0. 874 2T 16. 70 39. 5 39.5 3A9 C=150 2S 8 . 00 0 . 0 0 . 0 See PATH 2 1 . 41 0 . 002 24 . 70 0. 0 39.5 Vel = 0 . 76 0. 874 1S 8 .28 39. 6 39. 6 401 C=150 1 . 00 0 . 0 0 . 0 1. 41 0. 002 9.28 0. 0 39. 6 Vel = 0 . 76 0 . 874 2T 67 . 00 39. 6 39. 6 403 C=150 10 12 . 00 0 . 0 0 .0 1. 41 0. 002 5S 79. 00 0. 1 39. 6 Vel = 0 . 76 3A8 1 . 41 39. 7 K = 0 . 22 PATH 13 FROM HYDRAULIC REFERENCE 3A6 TO 3A3 1 . 52 0 . 874 2E 11 . 44 39. 7 39.7 3A6 C=150 2S 10 . 00 0 . 0 0 .0 See PATH 2 1.52 0. 002 21 . 44 0 . 0 39. 7 Vel = 0 . 82 0 . 874 1T 70 . 78 39. 7 9. 39.7 402 C=150 9S 12 . 00 0 . 0 0.0 1.52 0. 002 82 . 78 0 . 1 39. 7 Vel = 0 . 82 3A3 1.52 39. 9 K = 0 .24 PATH 14 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 12:22 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 PATH 14 FROM HYDRAULIC REFERENCE 4A4 TO 4A3 CONTINUED 2 . 91 0 . 874 2E 150 . 59 35. 4 35. 4 4A4 C=150 4T 44 . 00 0 . 0 0 . 0 See PATH 10 2 . 91 0 . 006 24S 194 . 59 1.2 35. 4 Vel = 1 . 57 4A3 2 . 91 36. 6 K = 0 . 48 PATH 15 FROM HYDRAULIC REFERENCE 3A7 TO 3A5 1.36 0 . 874 3E 109. 69 40 . 5 40.5 3A7 C=150 4T 36. 00 0 . 0 0.0 See PATH 2 1.36 0. 001 12S 145. 69 0 .2 40 .5 Vel = 0 . 73 3A5 1 .36 40 . 7 K = 0 .21 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building B Static Pres: 104.0 psi Pressure: 50.2 psi In: 0 gpm 17077 SW Appledale RD Resid. Pres: 100.0 psi Sys Flow: 61 gpm Out: 0 gpm Tigard, Oregon Flow: 1405 gpm Sys+Hose: 61 gpm Remote Area: 3 Date: 4/4/2018 Safety Pres: 52.4 psi Loc: 17051 SW Appledale Rd Hd Ely Pres: -0.3 psi 140 120 Su..I 100 80 60 • 40 20 100 150 200 250 300 350 400 450 5(