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Report (139) River Terrace East Builaing J Drawing Date: 7/25/2018 7/25/18 19: 8 HYDRAULIC DESIGN INFORMATION SHEET RE .AE IVPD Job Name: River Terrace East Building J SEP 2 4 2010 Location: 13191 SW 169th Ave ���� ,,��� Tigard, Oregon tu� ARD Drawing Date: 7/25/2018 Remote Area Numbers(-�!LD NG DIVISION Contractor: Jet Fire Protection Telephone:503-588-5262 1935 Silverton RD NE OFFICE COPY Salem, OR 97301 Designer: Terry Paige, NICET III Calculated By:SprinkCAD www. sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: VB Occupancy:R2 Residential Reviewing Authorities:City of Tigard SYSTEM DESIGN Code:NFPA 13R Hazard:Light Haz System Type:WET Area of Sprinkler Oper. 4 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) RES I Make: VICTAUL Area per Sprinkler 340. 0 sq ftl Model: V27 RES Hose Allowance Inside 0 gpm I K-Factor: 4. 90 Hose Allowance Outside 0 gpm I Temperature Rating: 155 CALCULATION SUMMARY 4 Flowing Outlets gpm Required: 73.2 psi Required: 52.2 @ CITY CONN WATER SUPPLY Water Flow Test Pump Data Date of Test 4/4/2018 Rated Capacity 0 gpm Static Pressure 104. 0 psi Rated Pressure 0. 0 psi Residual Pres 100. 0 psi Elevation 0 At a Flow of 1405 gpm Make: Elevation -3' 0" Model: Location: 17051 SW Appledale Rd Source of Information: City of Tigard Public Works SYSTEM VOLUME 103 Gallons Notes: ,0) PROFkcss �� VG,I N EF, �0 l /5A - 9046%1 01 writ, s,. �, V94,44/'1520\)<<C 'LYNN SSP' EXPIRES: 06-30-2020 River Terrace East Builaing J Drawing Date: 7/25/2018 7/25/18 19: 8 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 73 35.8 psi 1 1-1/2" CPVC 90 Ell 7 ' 120 1. 610 73 1. 8 Total Loss for TO SYSTEM 1.8 psi 1 Pipe l " PVx15 6' 150 1.598 73 0.7 1 Pipe l " 40x21 1' 120 1. 610 73 0.2 1 1 " Thrd Butterfly Valve Victaul 1' 120 1. 610 73 0.2 1 Pipe 1'." 40x21 1' 120 1. 610 73 0. 1 1 l " Thrd Check Valve Generic NFPA 9' 120 1. 610 73 1. 6 1 Pipe l " 40x21 1' 120 1. 610 73 0.2 Elevation Change 19' 11" 8. 6 Total Loss for THRU RISER 11.6 psi Hydr Ref BOR Required at AT BASE OF RISER 73 49.1 psi 1 Pipe 4" G4x21 18 ' 120 4 . 026 73 0. 0 1 Pipe 4" PVx20 2 ' 150 4 .230 73 0. 0 1 Pipe 6" PVx20 48 ' 150 6. 090 73 0. 0 1 Pipe 8" DIx18 Cl 350 4 ' 140 8 . 488 73 0. 0 Elevation Change 7 ' 0" 3. 0 Total Loss for THRU UNDG 3.1 psi Hydr Ref POC Required at CITY CONN 73 52.2 psi Water Source102.7 psi static, 98.7 psi residual @ 1405 gpm 73 gpm 102.7 psi SAFETY PRESSURE 50.5 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 52.2 psi This is a safety margin of 50.5 psi or 49 % of Supply Maximum Water Velocity is 12. 6 fps River Terrace East Builaing J Drawing Date: 7/25/2018 7/25/18 19: 8 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 J Drawing Date: 7/25/2018 7/25/18 19: 8 ' 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 25. 8 1A2 9.23 25.2 1A3 9.23 25 .5 1A4 9.23 26.5 1A5 9.23 26.7 1A6 9.23 32 .4 2A1 19.51 31.1 2A2 19.51 18 .7 2A3 19.51 18 .3 2A4 19.51 19.8 2A5 19.51 20.5 2A6 19. 51 28 .2 2A7 19.51 29. 6 2A8 19. 88 34. 8 3A1 29. 67 17 .3 3A2 29. 67 17 .7 3A3 29. 67 18 . 9 3A4 29. 67 21.0 3A5 29. 67 20.7 3A6 29. 67 18 .5 3A7 29. 67 20 .2 3A8 29. 67 18 .5 3A9 29. 67 18 .2 3A10 29. 67 22. 9 4A1 39. 82 13.4 4A2 39.82 13.2 4A3 39. 82 16. 8 4A4 39. 82 14 .1 4A5 39. 82 18 .2 101 9.23 25.9 102 9.23 26.0 103 9.23 26. 0 104 9.23 25.7 201 19.51 12.5 201S 19. 09 4. 90 12 .2 17. 1 17 . 0 0. 05 202 19.51 17 .2 202S 19. 09 4.90 16.6_ 20.0 17 .0 0.06 203 19. 51 12 .4 2035 19. 09 4.90 12. 0 17.0 17 . 0 0-.0-5 204 19. 51 15.9 204S 19. 09 4. 90 15.2 19.1 17 . 0 0 . 06 204A 19.51 17 .1 301 19. 88 22.7 302 19. 88 23. 6 303A 19. 88 24 .0 401 29. 67 18 .2 402 29. 67 18 .5 403 29. 67 18 .3 404 29. 67 17. 9 502 39. 82 14 .3 504A 39. 82 14. 6 ' River Terrace East Builaing J Drawing Date: 7/25/2018 7/25/18 19: 8 Page 5 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^1-0 ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 510 39. 82 18.2 W 19. 88 35. 8 Max velocity of 12. 63 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 Building J Drawing Date: 7/25/2018 7/25/18 19: 8 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 12.22 0. 084 10 88. 03 7 .4 12.4 Vel = 6. 60 14 .23 1. 101 4E 54.28 19. 8 19. 8 2A4 C=150 1T 32. 00 0. 0 0. 0 See PATH 3 26.44 0. 114 7S 86.28 9. 8 19. 8 Vel = 9. 00 33.04 1.394 2E 13.78 29. 6 29. 6 2A7 C=150 iT 19. 00 -0 .2 0.0 See PATH 2 59. 49 0. 162 1S 32.78 5.3 29. 6 Vel = 12. 63 13.70 1. 598 1S 7.41 34. 8 34 .8 2A8 C=150 1. 00 0 . 0 0 . 0 See PATH 4 AND 16 73. 18 0. 122 8. 41 1.0 34 .8 Vel = 11. 82 W 73.18 35. 8 K = 12.23 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 4 .78 0. 015 9.52 0.1 12.4 Vel = 2.58 17 .10 0. 874 1E 14. 87 12 .5 12 .5 EqK = 4. 83 201 0=150 1T 10. 00 0.0 0.0 21.88 0.247 1S 24. 87 6.2 12.5 Vel = 11.82 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) • River Terrace East Building J Drawing Date: 7/25/2018 7/25/18 19: 8 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 2 FROM HYDRAULIC REFERENCE 203 TO 2A7 CONTINUED 11.16 1. 101 1E 5.30 18 .7 18 .7 2A2 C=150 5. 00 0. 0 0. 0 See PATH 6 33. 04 0. 172 10.30 1.8 18 .7 Vel = 11.24 -10.33 1. 101 iT 10. 16 20.5 20.5 2A5 C=150 5. 00 -4.4 0. 0 See PATH 7 22 .71 0. 086 15. 16 1.3 20.5 Vel = 7.73 -9. 81 0. 874 1T 1.29 17 .3 17.3 3A1 C=150 3. 00 0. 0 0. 0 See PATH 10 12. 90 0. 093 4.29 0 .4 17.3 Vel = 6. 96 -3.79 0.874 1T 4.59 17 .7 17 .7 3A2 C=150 1S 4. 00 0. 0 0. 0 See PATH 11 9. 10 0. 049 8.59 0. 4 17 .7 Vel = 4. 92 -2. 13 0.874 2T 4. 00 18.2 18 .2 3A9 C=150 6. 00 0. 0 0. 0 See PATH 12 6. 98 0. 030 10. 00 0.3 18 .2 Vel = 3.77 -2.30 0. 874 7E 78. 82 18.5 18 .5 3A6 C=150 3T 46.00 0. 0 0. 0 See PATH 13 4. 68 0.014 9S 124. 82 1. 8 18 .5 Vel = 2.53 -2. 03 0. 874 iT 75. 12 20.2 20 .2 3A7 C=150 11S 14. 00 0. 0 0. 0 See PATH 15 2. 65 0. 005 89. 12 0. 4 20 .2 Vel = 1. 43 2.03 0. 874 1T 13. 83 20.7 20 .7 3A5 C=150 2S 5. 00 0.0 0. 0 See PATH 15 4. 68 0. 014 18. 83 0.3 20.7 Vel = 2.53 8 .22 0. 874 1E 12.58 21. 0 21.0 3A4 C=150 1T 8. 00 0.0 0. 0 See PATH 11 12. 90 0. 093 1S 20.58 1. 9 21.0 Vel = 6. 96 9.81 1. 101 10. 16 22. 9 22 . 9 3A10 C=150 0. 00 4 .4 0. 0 See PATH 10 22 .71 0. 086 10. 16 0. 9 22. 9 Vel = 7.73 10 .33 1. 101 1T 2.59 28 .2 28 .2 2A6 C=150 1S 6. 00 0 .0 0. 0 See PATH 7 33. 04 0. 172 8 .59 1.5 28 .2 Vel = 11.24 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building J Drawing Late: 7/25/2018 7/25/18 19: 8 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 2A7 33. 04 29.6 K = 6.07 17 .10 0. 874 1T 0. 42 12.2 12 .2 K = 4. 90 2015 0=150 3. 00 -0 .2 0. 0 17. 10 0. 157 3.42 0.5 12.2 Vel = 9.23 201 17. 10 12 .5 K = 4. 83 PATH 3 FROM HYDRAULIC REFERENCE 204 TO 2A4 19. 10 0. 874 1E 0.42 15.2 15.2 K = 4. 90 2045 0=150 4. 00 -0.2 0 .0 19.10 0. 192 4. 42 0. 8 15.2 Vel = 10.31 0. 874 1T 3. 62 15. 9 15. 9 EqK = 4. 80 204 0=150 3. 00 0.0 0 .0 19.10 0. 192 6. 62 1.3 15. 9 Vel = 10.31 -4. 87 1. 101 12S 61.41 17 .1 17 .1 204A C=150 12. 00 0.0 0 .0 See PATH 5 14.23 0. 036 73. 41 2 .7 17. 1 Vel = 4. 84 2A4 14 .23 19. 8 K = 3.20 PATH 4 FROM HYDRAULIC REFERENCE 202 TO 2A8 19. 99 0. 874 1T 0.42 16. 6 16. 6 K = 4. 90 2025 0=150 3.00 -0 .2 0. 0 19. 99 0.209 3.42 0.7 16.6 Vel-= 10.79 1. 101 11.24 17 .2 17.2 EqK = 4. 82 202 0=150 0.00 0 .0 0 . 0 24 . 86 0. 102 11.24 1. 1 17 .2 Vel = 8. 46 -11. 16 0. 874 5E 15.23 18 .3 18 .3 2A3 C=150 1T 28 .00 -0.2 0 .0 See PATH 6 13.70 0. 104 3S 43.23 4.5 18 .3 Vel = 7. 40 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ' River Terrace East Building J Drawing Date: 7/25/2018 7/25/18 19: 8 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 PATH 4 FROM HYDRAULIC REFERENCE 202 TO 2A8 CONTINUED 0. 874 1S 8 . 05 22.7 22 .7 301 0=150 1. 00 0 .0 0. 0 13.70 0. 104 9. 05 0. 9 22 .7 Vel = 7.40 0. 874 1T 1. 03 23. 6 23. 6 302 0=150 3. 00 0. 0 0 . 0 13.70 0. 104 4. 03 0 .4 23. 6 Vel = 7. 40 0. 874 3E 48 . 94 24 . 0 24 .0 303A 0=150 1T 18. 00 0 .2 0. 0 13.70 0. 104 3S 66. 94 7. 0 24 . 0 Vel = 7.40 -6. 17 0.874 2E 92.21 31. 1 31. 1 2A1 C=150 11S 19. 00 -0.2 0 .0 See PATH 16 7 .52 0. 034 111.21 3.8 31. 1 Vel = 4. 06 2A8 7.52 34. 8 K = 1.28 PATH 5 FROM HYDRAULIC REFERENCE 204A TO 202 4 .87 1. 101 2S 6. 16 17. 1 17 . 1 204A C=150 2. 00 0 .0 0 .0 See PATH 3 4. 87 0.005 8. 16 0. 0 17. 1 Vel = 1. 66 202 4 .87 17.2 K = 1. 18 19. 99 0. 874 iT 0.42 16. 6 16. 6 K = 4. 90 202S 0=150 3. 00 -0 .2 0 .0 19. 99 0.209 3.42 0.7 16. 6 Vel = 10.79 202 19. 99 17.2 K = 4. 82 PATH 6 FROM HYDRAULIC REFERENCE 2A3 TO 2A2 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing J Drawing Date: 7/25/2018 7/25/18 19: 8 ' 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 2A3 TO 2A2 CONTINUED 11. 16 1. 101 2T 5. 62 18 .3 18 .3 2A3 C=150 10.00 0.0 0.0 See PATH 4 11.16 0. 023 15. 62 0.4 18 .3 Vel = 3.80 2A2 11. 16 18 .7 K = 2.58 PATH 7 FROM HYDRAULIC REFERENCE 2A5 TO 2A6 10.33 1. 101 iT 10.28 20 .5 20 .5 2A5 C=150 5. 00 4 .5 0 .0 See PATH 2 10.33 0. 020 15.28 0 .3 20.5 Vel = 3.52 0. 874 1E 1.29 25.2 25.2 1A2 C=150 4. 00 0. 0 0. 0 10 .33 0. 062 5.29 0.3 25.2 Vel = 5.58 -4.05 0. 874 iT 5. 60 25.5 25.5 1A3 C=150 1S 4.00 0 .0 0.0 See PATH 8 6.28 0. 025 9. 60 0.2 25.5 Vel = 3.39 -2.84 0. 874 2E 16. 46 25. 8 25.8 1A1 C=150 2T 16. 00 0 .0 0.0 See PATH 9 3.44 0. 008 2S 32.46 0.3 25. 8 Vel = 1.86 0. 874 1T 66. 47 26. 0 26.0 102 0=150 9S 12. 00 0 .0 0.0 3.44 0. 008 78 . 47 0 . 6 26.0 Vel = 1.86 6.90 0. 874 2E 62. 88 26.7 26.7 1A5 C=150 5T 30. 00 0 .0 0 .0 See PATH 8 10.33 0. 062 7S 92.88 5.7 26.7 Vel = 5.58 1. 101 10.28 32.4 32.4 1A6 C=150 0. 00 -4 .5 0 . 0 10.33 0. 020 10.28 0 .2 32.4 Vel = 3. 52 2A6 10 .33 28 .2 K = 1. 95 PATH 8 FROM HYDRAULIC REFERENCE 1A3 TO 1A5 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing J Drawing Date: 7/25/2018 7/25/18 19: 8 Tyco Fire Products Page 11 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 8 FROM HYDRAULIC REFERENCE 1A3 TO 1A5 CONTINUED 4. 05 0. 874 1T 14. 03 25.5 25.5 1A3 C=150 1S 4. 00 0 .0 0. 0 See PATH 7 4. 05 0. 011 18. 03 0.2 25.5 Vel = 2. 19 0. 874 2C 58 . 92 25.7 25.7 104 C=150 4S 6. 00 0. 0 0 .0 4 .05 0. 011 64. 92 0 .7 25.7 Vel = 2. 19 2.84 0. 874 1T 3. 62 26.5 26.5 1A4 C=150 iS 4 . 00 0. 0 0. 0 See PATH 9 6. 90 0.029 7. 62 0.2 26.5 Vel = 3. 72 1A5 6. 90 26.7 K = 1.34 PATH 9 FROM HYDRAULIC REFERENCE 1A1 TO 1A4 2. 84 0. 874 1E 16. 63 25. 8 25.8 1A1 C=150 1T 9. 00 0 . 0 0 .0 See PATH 7 2 .84 0. 006 2S 25. 63 0.1 25. 8 Vel = 1.53 0. 874 1S 10. 00 25. 9 25. 9 101 C=150 1. 00 0. 0 0. 0 2.84 0. 006 11. 00 0 . 1 25. 9 Vel = 1.53 0.874 2T 67. 92 26. 0 26.0 103 C=150 8S 14. 00 0.0 0. 0 2. 84 0.006 81. 92 0.5 26. 0 Vel = 1.53 1A4 2.84 26.5 K = 0.55 PATH 10 FROM HYDRAULIC REFERENCE 3A1 TO 3A10 9. 81 1. 101 1E 10. 16 17.3 17.3 3A1 C=150 1S 6. 00 -4 .4 0.0 See PATH 2 9. 81 0. 018 16. 16 0 .3 17 .3 Vel = 3.34 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing J Drawing Date: 7/25/2018 7/25/18 19: 8 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 3A1 TO 3A10 CONTINUED 1. 101 1E 3. 81 13.2 13.2 4A2 C=150 5. 00 0. 0 0. 0 9.81 0. 018 8. 81 0 .2 13.2 Vel = 3.34 0. 874 2T 6. 01 13.4 13.4 4A1 0=150 1S 7. 00 0.0 0.0 9. 81 0. 056 13. 01 0.7 13.4 Vel = 5.30 -4 . 61 0. 874 2S 9.53 14 .1 14 . 1 4A4 C=150 2. 00 0 .0 0 .0 See PATH 14 5.21 0. 017 11. 53 0.2 14 .1 Vel = 2. 81 0. 874 3S 14.47 14 .3 14.3 502 0=150 3. 00 0.0 0.0 5.21 0. 017 17. 47 0.3 14.3 Vel = 2. 81 0. 874 2T 100. 99 14 .6 14 .6 504A 0=150 20S 26. 00 0.0 0 .0 5.21 0. 017 126. 99 2.2 14 . 6 Vel = 2. 81 4. 61 0. 874 2E 11. 62 16.8 16.8 4A3 C=150 1T 12. 00 0.0 0 .0 See PATH 14 9.81 0. 056 1S 23. 62 1.3 16.8 Vel = 5.30 1. 101 0.49 18 .2 18 .2 510 0=150 0. 00 0.0 0 .0 9.81 0 . 018 0. 49 0.0 18 .2 Vel = 3.34 1. 101 1E 10. 16 18 .2 18 .2 4A5 0=150 1S 6. 00 4.4 0. 0 9.81 0. 018 16. 16 0.3 18 .2 Vel = 3.34 3A10 9.81 22.9 K = 2.05 PATH 11 FROM HYDRAULIC REFERENCE 3A2 TO 3A4 3.79 0. 874 1T 13.70 17.7 17 .7 3A2 C=150 1S 4. 00 0 .0 0 .0 See PATH 2 3.79 0.010 17.70 0 .2 17 .7 Vel = 2. 05 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) r ' River Terrace East Builaing J Drawing Date: 7/25/2018 7/25/18 19: 8 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 PATH 11 FROM HYDRAULIC REFERENCE 3A2 TO 3A4 CONTINUED 0. 874 2C 58.52 17 . 9 17. 9 404 0=150 4S 6. 00 0. 0 0.0 3.79 0. 010 64.52 0 . 6 17.9 Vel = 2. 05 2. 13 0. 874 1E 8. 65 18 .5 18 .5 3A8 C=150 2S 6. 00 0 .0 0. 0 See PATH 12 5. 92 0. 022 14 . 65 0.3 18 .5 Vel = 3.20 2 .30 0. 874 1T 42. 82 18 . 9 18 . 9 3A3 0=150 6S 9. 00 0. 0 0 .0 See PATH 13 8 .22 0. 040 51. 82 2 .1 18. 9 Vel = 4. 44 3A4 8 .22 21. 0 K = 1.79 PATH 12 FROM HYDRAULIC REFERENCE 3A9 TO 3A8 2 .13 0. 874 2T 16.70 18 .2 18 .2 3A9 C=150 2S 8.00 0. 0 0. 0 See PATH 2 2 .13 0. 003 24.70 0. 1 18 .2 Vel = 1. 15 0. 874 1S 8.28 18 .2 18 .2 401 0=150 1. 00 0 .0 0 .0 2. 13 0. 003 9.28 0. 0 18 .2 Vel = 1. 15 0.874 2T 67. 00 18 .3 18 .3 403 0=150 10 12. 00 0. 0 0 .0 2. 13 0. 003 5S 79. 00 0.3 18 .3 Vel = 1. 15 3A8 2. 13 18 .5 K = 0. 49 PATH 13 FROM HYDRAULIC REFERENCE 3A6 TO 3A3 2.30 0. 874 2E 11.44 18 .5 18 .5 3A6 C=150 2S 10. 00 0. 0 0. 0 See PATH 2 2.30 0. 004 21. 44 0 . 1 18 .5 Vel = 1.24 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) • River Terrace East Builaing J Drawing Date: 7/25/2018 7/25/18 19: 8 Tyco Fire Products Page 14 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 13 FROM HYDRAULIC REFERENCE 3A6 TO 3A3 CONTINUED 0. 874 1T 70.78 18 .5 18 .5 402 0=150 9S 12. 00 0.0 0. 0 2.30 0. 004 82.78 0.3 18 .5 Vel = 1.24 3A3 2 .30 18 . 9 K = 0. 53 PATH 14 FROM HYDRAULIC REFERENCE 4A4 TO 4A3 4. 61 0. 874 2E 150.59 14 .1 14.1 4A4 C=150 4T 45. 00 0.0 0. 0 See PATH 10 4 . 61 0. 014 25S 195.59 2.7 14. 1 Vel = 2.49 4A3 4. 61 16.8 K = 1. 12 PATH 15 FROM HYDRAULIC REFERENCE 3A7 TO 3A5 2. 03 0. 874 3E 109. 69 20.2 20.2 3A7 C=150 4T 36. 00 0.0 0. 0 See PATH 2 2. 03 0. 003 12S 145. 69 0.4 20.2 Vel = 1. 10 3A5 2. 03 20.7 K = 0.45 PATH 16 FROM HYDRAULIC REFERENCE 2A1 TO 2A8 6. 17 0. 874 6E 120.21 31. 1 31. 1 2A1 - -- C=150 2T 40.00 -0 .2 0.0 See PATH 4 6. 17 0.024 10S 160.21 3.8 31.1 Vel = 3.33 2A8 6.17 34 .8 K = 1. 05 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Job Water Required Hose Allowance River Terrace East Building J Static Pres: 104.0 psi Pressure: 52.2 psi In: 0 gpm 13191 SW 169th Ave Resid. Pres: 100.0 psi Sys Flow: 73 gpm Out: 0 gpm Tigard, Oregon Flow: 1405 gpm Sys+Hose: 73 gpm Remote Area: 2 Date: 4/4/2018 Safety Pres: 50.5 psi Loc: 17051 SW Appledale Rd Hd Ely Pres: -0.3 psi 140 120 Su••I 100 80 P S 60 • 40 20 100 150 200 250 300 350 400 450 500 Flow (gpm)