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Report (163) River Terrace East Builaing B Drawing Date: 6/12/2018 6/12/18 12:24 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 5 85 95.5 psi 1 1-1/2" CPVC 90 Ell 7 ' 120 1 . 610 85 2 .3 Total Loss for TO SYSTEM 2.3 psi 1 Pipe 14" PVx15 6' 150 1 .598 85 1 . 0 1 Pipe 14" 40x21 1 ' 120 1 . 610 85 0 .2 1 14" Thrd Butterfly Valve Victaul 1 ' 120 1 . 610 85 0 .2 1 Pipe 14" 40x21 1 ' 120 1 . 610 85 0 . 1 1 14" Thrd Check Valve Generic NFPA 9' 120 1 . 610 85 2 . 1 1 Pipe 14" 40x21 1 ' 120 1. 610 85 0 .2 Elevation Change 8 ' 6" 3. 7 Total Loss for THRU RISER 7. 6 psi Hydr Ref BOR Required at AT BASE OF RISER 85 105.4 psi 1 Pipe 4" G4x21 18 ' 120 4 . 026 85 0 . 0 1 Pipe 4" PVx20 2 ' 150 4 .230 85 0 . 0 1 Pipe 6" PVx20 165' 150 6. 090 85 0 . 0 1 Pipe 8" DIx18 Cl 350 725 ' 140 8 . 488 85 0 . 0 Elevation Change -23' 0" -10 . 0 Total Loss for THRU UNDG -9.8 psi Hydr Ref POC Required at CITY CONN 85 95. 6 psi Water Source102 .7 psi static, 98 . 7 psi residual @ 1405 gpm 85 gpm 102.7 psi SAFETY PRESSURE 7.1 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 95. 6 psi This is a safety margin of 7.1 psi or 7 % of Supply Maximum Water Velocity is 29. 6 fps River Terrace East Builaing B Drawing Date: 6/12/2018 6/12/18 12:24 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 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 12:24 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 67 . 8 1A2 9.23 67 .2 1A3 9.23 67 . 6 1A4 9.23 68 . 7 1A5 9.23 68 . 9 1A6 9.23 75. 3 2A1 19. 51 88 . 6 2A2 19. 51 67 . 1 2A3 19. 51 69. 1 2A4 19. 51 70 . 1 2A5 19. 51 62 . 4 2A6 19. 51 71 . 1 2A7 19. 51 75. 1 2A8 19. 88 94 .2 3A1 29. 67 55. 4 3A2 29. 67 56. 0 3A3 29. 67 57 . 6 3A4 29. 67 60 . 7 3A5 29. 67 60 . 3 3A6 29. 67 57 . 0 3A7 29. 67 59. 6 3A8 29. 67 57 . 2 3A9 29. 67 56. 6 3A10 29. 67 63. 5 4A1 39. 82 30 . 6 4A2 39. 82 46. 5 4A3 39. 82 45. 1 4A4 39. 82 28 . 5 4A5 39. 82 57 . 5 101 9.23 68 . 0 102 9.23 68 .2 103 9.23 68 . 1 104 9.23 67 . 8 201 19. 51 67 . 7 202 19. 51 69.2 203 19. 51 67 . 9 204A 19. 51 69. 3 301 19. 88 75. 8 302 19. 88 77 .2 303A 19. 88 77 . 8 401 29. 67 56. 7 402 29. 67 57 .2 403 29. 67 56. 8 404 29. 67 56.2 501 39. 82 18 . 5 5015 39. 41 4 . 90 17 . 9 20 .7 17 . 0 0 . 06 502 39. 82 24 . 4 5025 39. 41 4 . 90 23. 6 23 . 8 17 . 0 0 . 07 503 45. 33 12 . 6 5035 44 . 96 4 . 90 12 . 0 17 . 0 17 . 0 0 . 05 503A 39. 82 17. 1 River Terrace East Builaing B Drawing Date: 6/12/2018 6/12/18 12:24 Page 5 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^ ) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 504 39. 82 23. 0 504S 39. 41 4 . 90 22 .2 23. 1 17 . 0 0. 07 504A 39. 82 24 . 0 W 19. 88 95. 5 Max velocity of 29. 61 occurs in the pipe from 4A1 TO 4A2 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 12:24 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 503 TO W (PRIMARY PATH) 17 . 00 0. 874 1E 0 . 37 12. 0 12.0 K = 4 . 90 5035 C=150 4 . 00 -0 .2 0 . 0 17 . 00 0. 155 4 . 37 0 . 7 12 . 0 Vel = 9. 18 0. 874 1E 10 . 18 12. 6 12. 6 EqK = 4 . 80 503 0=150 4 . 00 2 . 4 0 . 0 17 . 00 0 . 155 14 . 18 2 .2 12 . 6 Vel = 9. 18 0. 874 1E 3. 85 17 . 1 17 . 1 503A C=150 1S 5. 00 0 . 0 0 . 0 17. 00 0. 155 8 . 85 1. 4 17. 1 Vel = 9. 18 20 . 75 0 . 874 1E 9. 74 18 . 5 18 .5 EqK = 4 . 82 501 0=150 1T 8 . 00 0. 0 0.0 37 . 75 0 . 678 1S 17 . 74 12 . 0 18 .5 Vel = 20 . 38 17. 09 0. 874 2E 3. 81 30. 6 30. 6 4A1 C=150 8 . 00 0 . 0 0 . 0 See PATH 3 54 . 84 1. 354 11 . 81 16. 0 30 . 6 Vel = 29. 61 1. 101 10 . 16 46. 5 46.5 4A2 C=150 0 . 00 4 . 4 0 . 0 54 . 84 0. 440 10 . 16 4 . 5 46.5 Vel = 18 . 66 -15. 84 1. 101 1S 10 . 16 55. 4 55. 4 3A1 C=150 1 . 00 4 . 4 0 . 0 See PATH 6 39. 00 0.234 11 . 16 2. 6 55.4 Vel = 13.27 -11 . 48 0 . 874 1E 5. 30 62 . 4 62 . 4 2A5 C=150 1T 7 . 00 0 . 0 0 . 0 See PATH 10 27.51 0. 378 12 .30 4. 6 62.4 Vel = 14 . 86 -6. 34 0 . 874 1T 5. 62 67 . 1 67 . 1 2A2 C=150 3 . 00 0 . 0 0 . 0 See PATH 14 21. 17 0.233 8 . 62 2 . 0 67. 1 Vel = 11 . 43 -4 . 00 0 . 874 6E 15.23 69. 1 69. 1 2A3 C=150 4S 28 . 00 -0 .2 0 . 0 See PATH 15 17. 17 0. 158 43.23 6. 8 69. 1 Vel = 9.27 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing B Drawing Date: 6/12/2018 6/12/18 12:24 Tyco Fire Products Page 7 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 503 TO W (PRIMARY PATH) 0 . 874 1S 8 . 05 75. 8 75.8 301 0=150 1 . 00 0 . 0 0.0 17 . 17 0 . 158 9 . 05 1. 4 75.8 Vel = 9.27 0 . 874 1T 1 . 03 77 .2 77 .2 302 0=150 3 . 00 0 . 0 0 .0 17 . 17 0 . 158 4 . 03 0 . 6 77 .2 Vel = 9.27 0 . 874 3E 48 . 94 77 . 8 77 .8 303A 0=150 1T 18 . 00 0 .2 0 .0 17 . 17 0 . 158 3S 66 . 94 10 . 6 77 .8 Vel = 9.27 -7 . 74 0 . 874 2E 92 .21 88 . 6 88 . 6 2A1 C=150 11S 19 . 00 -0 .2 0 .0 See PATH 16 9. 43 0 . 052 111 .21 5. 8 88 . 6 Vel = 5. 09 75.23 1 . 598 1S 7 . 41 94 .2 94 .2 2A8 C=150 1 . 00 0 . 0 0.0 See PATH 2 AND 16 84 . 66 0 . 160 8 . 41 1. 3 94 .2 Vel = 13. 68 W 84 . 66 95. 5 K = 8 . 66 20 . 75 0 . 874 1T 0 . 42 17 . 9 17 . 9 K = 4 . 90 501S 0=150 3 . 00 -0 . 2 0 .0 20 . 75 0 .224 3 . 42 0 . 8 17 . 9 Vel = 11 .20 501 20 . 75 18 . 5 K = 4 . 82 PATH 2 FROM HYDRAULIC REFERENCE 504 TO 2A8 23.09 0. 874 1T 0 . 42 22 . 2 22 .2 K = 4 . 90 504S 0=150 3 . 00 -0 . 2 0 .0 23. 09 0 .273 3 . 42 0 . 9 22 .2 Vel = 12 . 47 0 . 874 3 . 96 23. 0 23.0 EqK = 4 . 82 504 0=150 0 . 00 0 . 0 0.0 23. 09 0 .273 3 . 96 1 . 1 23.0 Vel = 12 . 47 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing B Drawing Date: 6/12/2018 6/12/18 12:24 Tyco Fire Products Page 8 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 2 FROM HYDRAULIC REFERENCE 504 TO 2A8 CONTINUED -5. 59 0. 874 3T 100 . 99 24 . 0 24 .0 504A C=150 19S 28 . 00 0 . 0 0 .0 See PATH 4 17 . 50 0. 164 128 . 99 21 . 1 24 . 0 Vel = 9. 45 12 .32 0. 874 3E 12 . 11 45. 1 45. 1 4A3 C=150 1T 16. 00 0 . 0 0 .0 See PATH 5 29. 82 0. 439 1S 28 . 11 12 . 3 45. 1 Vel = 16. 10 1. 101 1S 10 . 16 57 . 5 57 .5 4A5 C=150 1 . 00 4 . 4 0 . 0 29. 82 0. 142 11 . 16 1. 6 57 .5 Vel = 10 . 15 15. 84 1. 101 10 . 16 63. 5 63. 5 3A10 C=150 0 . 00 4 . 4 0 . 0 See PATH 6 45. 66 0. 313 10 . 16 3.2 63.5 Vel = 15. 54 11. 48 1. 101 iT 2 . 59 71 . 1 71 . 1 2A6 C=150 1S 6. 00 0. 0 0.0 See PATH 10 57 . 14 0 . 475 8 . 59 4 . 1 71 .1 Vel = 19. 45 10. 34 1. 101 2E 13. 78 75. 1 75. 1 2A7 C=150 1T 16. 00 -0.2 0.0 See PATH 14 67 . 48 0 . 645 1S 29. 78 19.2 75.1 Vel = 22 . 96 2A8 67. 48 94 .2 K = 6. 95 PATH 3 FROM HYDRAULIC REFERENCE 502 TO 4A1 23. 82 0 . 874 1T 0 . 42 23. 6 23. 6 K = 4 . 90 502S 0=150 3 . 00 -0 .2 0 . 0 23. 82 0.289 3. 42 1 . 0 23. 6 Vel = 12 . 86 0 . 874 9. 53 24 . 4 24 . 4 EqK = 4 . 82 502 0=150 0 . 00 0 . 0 0 . 0 29. 41 0. 427 9. 53 4 . 1 24 . 4 Vel = 15. 88 -12 . 32 0 . 874 2T 6. 01 28 . 5 28 .5 4A4 C=150 1S 7 . 00 0 . 0 0 . 0 See PATH 5 17. 09 0. 157 13. 01 2 . 0 28 .5 Vel = 9.23 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing B Drawing Date: 6/12/2018 6/12/18 12:24 Tyco Fire Products Page 9 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 4A1 17 . 09 30 . 6 K = 3. 09 PATH 4 FROM HYDRAULIC REFERENCE 504A TO 502 5. 59 0. 874 1T 14 . 47 24 . 0 24.0 504A C=150 3S 6. 00 0 . 0 0.0 See PATH 2 5. 59 0. 020 20 . 47 0 . 4 24 . 0 Vel = 3. 02 502 5. 59 24 . 4 K = 1. 13 23. 82 0. 874 1T 0 . 42 23. 6 23. 6 K = 4 . 90 5025 C=150 3. 00 -0 .2 0 . 0 23. 82 0.289 3. 42 1. 0 23. 6 Vel = 12 . 86 502 23. 82 24 . 4 K = 4 . 82 PATH 5 FROM HYDRAULIC REFERENCE 4A4 TO 4A3 12 .32 0 . 874 2E 150 . 59 28 . 5 28 .5 4A4 C=150 4T 44 . 00 0 . 0 0. 0 See PATH 3 12 .32 0 . 085 24S 194 . 59 16. 6 28 .5 Vel = 6. 65 4A3 12 .32 45. 1 K = 1 . 83 PATH 6 FROM HYDRAULIC REFERENCE 3A1 TO 3A10 15. 84 0. 874 1T 1 .29 55. 4 55.4 3A1 C=150 3. 00 0 . 0 0 .0 See PATH 1 15. 84 0. 136 4 .29 0 . 6 55.4 Vel = 8 . 55 -4 . 65 0. 874 1T 4 .59 56. 0 56.0 3A2 C=150 1S 4 . 00 0 . 0 0. 0 See PATH 7 11. 19 0. 072 8 . 59 0 . 6 56.0 Vel = 6. 04 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing B Drawing Date: 6/12/2018 6/12/18 12:24 Tyco Fire Products Page 10 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 6 FROM HYDRAULIC REFERENCE 3A1 TO 3A10 CONTINUED -2 . 61 0 . 874 2T 4 . 00 56. 6 56. 6 3A9 C=150 6. 00 0 . 0 0 . 0 See PATH 8 8 .58 0. 044 10 . 00 0. 4 56. 6 Vel = 4 . 63 -2 . 81 0. 874 7E 76. 76 57 . 0 57 . 0 3A6 C=150 3T 46. 00 0. 0 0 . 0 See PATH 9 5. 77 0 . 021 9S 122 . 76 2 . 6 57 .0 Vel = 3. 12 -2 . 50 0 . 874 1T 75. 12 59. 6 59. 6 3A7 C=150 11S 14 . 00 0 . 0 0 . 0 See PATH 13 3.27 0. 007 89. 12 0. 7 59. 6 Vel = 1. 76 2.50 0. 874 1T 13. 83 60. 3 60 .3 3A5 C=150 2S 5. 00 0 . 0 0.0 See PATH 13 5. 77 0. 021 18 . 83 0 . 4 60 .3 Vel = 3. 12 10 . 07 0. 874 1E 12 . 58 60 . 7 60 .7 3A4 C=150 1T 8 . 00 0. 0 0 . 0 See PATH 7 15. 84 0 . 136 1S 20 . 58 2 . 8 60.7 Vel = 8 . 55 3A10 15. 84 63. 5 K = 1. 99 PATH 7 FROM HYDRAULIC REFERENCE 3A2 TO 3A4 4 . 65 0 . 874 1T 13. 70 56. 0 56.0 3A2 C=150 1S 4 . 00 0 . 0 0 .0 See PATH 6 4 . 65 0. 014 17 .70 0 .2 56. 0 Vel = 2 . 51 0 . 874 2C 58 . 52 56.2 56.2 404 0=150 4S 6. 00 0 . 0 0 . 0 4 . 65 0. 014 64 .52 0. 9 56.2 Vel = 2 . 51 2. 61 0. 874 1E 8 . 65 57 .2 57 .2 3A8 C=150 2S 6. 00 0. 0 0 . 0 See PATH 8 7 .26 0 . 032 14 . 65 0. 5 57.2 Vel = 3. 92 2 . 81 0. 874 1T 42 . 82 57 . 6 57 . 6 3A3 C=150 6S 9. 00 0. 0 0.0 See PATH 9 10 . 07 0. 059 51 . 82 3. 0 57 . 6 Vel = 5. 44 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing B Drawing Date: 6/12/2018 6/12/18 12:24 . 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 3A4 10 . 07 60 . 7 K = 1 . 29 PATH 8 FROM HYDRAULIC REFERENCE 3A9 TO 3A8 2 . 61 0. 874 2T 16.70 56. 6 56. 6 3A9 C=150 2S 8 . 00 0 . 0 0 .0 See PATH 6 2 . 61 0. 005 24 . 70 0. 1 56. 6 Vel = 1 . 41 0. 874 1S 8 .28 56. 7 56.7 401 C=150 1 . 00 0 . 0 0 . 0 2 . 61 0 . 005 9.28 0 . 0 56.7 Vel = 1. 41 0. 874 2T 67 . 00 56. 8 56.8 403 C=150 1C 12 . 00 0 . 0 0 .0 2 . 61 0. 005 5S 79. 00 0 . 4 56.8 Vel = 1 . 41 3A8 2 . 61 57 .2 K = 0 . 34 PATH 9 FROM HYDRAULIC REFERENCE 3A6 TO 3A3 2 . 81 0. 874 2E 11 . 44 57 . 0 57 .0 3A6 C=150 2S 10 . 00 0 . 0 0 .0 See PATH 6 2 . 81 0. 006 21 . 44 0 . 1 57 . 0 Vel = 1 . 52 0 . 874 1T 70 . 78 57 . 2 57 .2 402 C=150 9S 12 . 00 0 . 0 0 . 0 2 .81 0 . 006 82 .78 0 . 5 57 .2 Vel = 1 . 52 3A3 2 . 81 57 . 6 K = 0 . 37 PATH 10 FROM HYDRAULIC REFERENCE 2A5 TO 2A6 11 .48 1. 101 1S 10 .28 62 . 4 62 .4 2A5 C=150 1 . 00 4 . 5 0.0 See PATH 1 11. 48 0. 024 11 .28 0 . 3 62 .4 Vel = 3. 91 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing B Drawing Date: 6/12/2018 6/12/18 12:24 Tyco Fire Products Page 12 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 10 FROM HYDRAULIC REFERENCE 2A5 TO 2A6 CONTINUED 0 . 874 1E 1 .29 67.2 67.2 1A2 C=150 4 . 00 0 . 0 0. 0 11 . 48 0. 075 5.29 0. 4 67 .2 Vel = 6.20 -4 . 50 0. 874 1T 5. 60 67 . 6 67 . 6 1A3 C=150 1S 4 .00 0. 0 0. 0 See PATH 11 6. 99 0. 030 9. 60 0 . 3 67. 6 Vel = 3. 77 -3. 17 0. 874 2E 16. 46 67 . 8 67.8 1A1 C=150 2T 16. 00 0 . 0 0 . 0 See PATH 12 3. 81 0. 010 2S 32 . 46 0. 3 67.8 Vel = 2 . 06 0. 874 1T 66. 47 68 .2 68 .2 102 C=150 9S 12 . 00 0 . 0 0 . 0 3. 81 0. 010 78 . 47 0. 8 68 .2 Vel = 2 . 06 7. 67 0. 874 1E 60 .52 68 . 9 68 . 9 lA5 C=150 4T 24 . 00 0 . 0 0. 0 See PATH 11 11. 48 0. 075 8S 84 .52 6. 3 68 . 9 Vel = 6.20 1. 101 10 .28 75. 3 75.3 1A6 C=150 0 .00 -4 . 5 0 . 0 11. 48 0. 024 10 .28 0. 3 75.3 Vel = 3. 91 2A6 11 . 48 71 . 1 K = 1 . 36 PATH 11 FROM HYDRAULIC REFERENCE LA3 TO 1A5 4 . 50 0. 874 1T 13. 03 67 . 6 67 . 6 1A3 C=150 1S 4 .00 0 . 0 0 .0 See PATH 10 4 .50 0. 013 17 . 03 0.2 67. 6 Vel = 2 . 43 0. 874 2C 59. 92 67. 8 67 .8 104 0=150 4S 6. 00 0 . 0 0. 0 4 .50 0 . 013 65. 92 0 . 9 67 . 8 Vel = 2 . 43 3. 17 0. 874 1T 3 . 62 68 . 7 68 .7 1A4 C=150 1S 4 .00 0 . 0 0 . 0 See PATH 12 7 . 67 0. 036 7 . 62 0. 3 68 .7 Vel = 4 . 14 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing B Drawing Date: 6/12/2018 6/12/18 12:24 Tyco Fire Products Page 13 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 1A5 7 . 67 68 . 9 K = 0 . 92 PATH 12 FROM HYDRAULIC REFERENCE 1A1 TO 1A4 3. 17 0 . 874 2T 16.21 67 . 8 67 . 8 1A1 C=150 2S 8 . 00 0 . 0 0.0 See PATH 10 3. 17 0 . 007 24 .21 0 .2 67 .8 Vel = 1 . 71 0. 874 1S 10 . 00 68 . 0 68 .0 101 C=150 1 . 00 0 . 0 0 . 0 3. 17 0. 007 11 . 00 0 . 1 68 . 0 Vel = 1. 71 0. 874 2T 67 .50 68 . 1 68 . 1 103 0=150 8S 14 . 00 0 . 0 0 .0 3. 17 0. 007 81 . 50 0 . 6 68 .1 Vel = 1 . 71 1A4 3. 17 68 . 7 K = 0 . 38 PATH 13 FROM HYDRAULIC REFERENCE 3A7 TO 3A5 2 .50 0. 874 3E 109. 69 59. 6 59. 6 3A7 C=150 4T 36. 00 0 . 0 0 . 0 See PATH 6 2 . 50 0 . 004 12S 145. 69 0. 7 59. 6 Vel = 1. 35 3A5 2 .50 60 . 3 K = 0 . 32 PATH 14 FROM HYDRAULIC REFERENCE 2A2 TO 2A7 6.34 0. 874 1E 14 . 87 67 . 1 67 .1 2A2 C=150 1T 9. 00 0 . 0 0 .0 See PATH 1 6. 34 0 . 025 2S 23 . 87 0 . 6 67 . 1 Vel = 3. 42 0. 874 1S 8 . 52 67 . 7 67 .7 201 C=150 1 .00 0 . 0 0 .0 6.34 0. 025 9. 52 0 .2 67 .7 Vel = 3. 42 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing B Drawing Date: 6/12/2018 6/12/18 12:24 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 67 . 9 67 . 9 203 C=150 1T 15. 00 0 . 0 0.0 6. 34 0. 025 1C 88 . 03 2 .2 67 . 9 Vel = 3. 42 4 . 00 0 . 874 4E 54 .28 70 . 1 70 . 1 2A4 C=150 1T 27 . 00 0 . 0 0 . 0 See PATH 15 10 . 34 0 . 062 8S 81 .28 5. 0 70 . 1 Vel = 5. 58 2A7 10.34 75. 1 K = 1 . 19 PATH 15 FROM HYDRAULIC REFERENCE 2A3 TO 2A4 4 .00 0 . 874 1T 11.24 69. 1 69. 1 2A3 C=150 1S 4 . 00 0 . 0 0 . 0 See PATH 1 4 . 00 0. 011 15.24 0 .2 69.1 Vel = 2 . 16 0. 874 2S 6. 16 69.2 69.2 202 C=150 2 . 00 0 . 0 0 .0 4 .00 0 . 011 8 . 16 0 . 1 69.2 Vel = 2 . 16 0. 874 12S 61 . 41 69. 3 69.3 204A C=150 12 . 00 0 . 0 0 .0 4 . 00 0. 011 73. 41 0 . 8 69.3 Vel = 2 . 16 2A4 4 .00 70 . 1 K = 0 . 48 PATH 16 FROM HYDRAULIC REFERENCE 2A1 TO 2A8 7.74 0. 874 6E 120 .21 88 . 6 88 . 6 2A1 C=150 2T 40 . 00 -0 .2 0.0 See PATH 1 7 . 74 0. 036 10S 160 .21 5. 8 88 . 6 Vel = 4 . 18 2A8 7 . 74 94 .2 K = 0 . 80 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building B Static Pres: 104.0 psi Pressure: 95.6 psi In: 0 gpm 17077 SW Appledale RD Resid. Pres: 100.0 psi Sys Flow: 85 gpm Out: 0 gpm Tigard, Oregon Flow: 1405 gpm Sys+Hose: 85 gpm Remote Area: 5 Date: 4/4/2018 Safety Pres: 7.1 psi Loc: 17051 SW Appledale Rd Hd Ely Pres: 10.9 psi 140 120 • Supply 100 • 80 60 40 20 - !__10.9 psi 100 150 200 250 300 350 400 450 5(