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Report (128) 1 � P River Terrace East Building C Drawing Date: 7/19/2018 7/20/1 EIV HYDRAULIC DESIGN INFORMATION SHEET SEP 24 7018 Job Name: River Terrace East Building C CIIGA RD Location: 17043 SW Appledale RDBUILDING D V if k Tigard, Oregon Drawing Date: 7/19/2018 Remote Area Number: 3 Contractor: Jet Fire Protection Telephone:503-588-5262 1935 Silverton RD NE 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. 3 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 3 Flowing Outlets gpm Required: 52.5 psi Required: 50.3 @ 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 65 Gallons Notes: CEO PRop ��� \GINEF,s�O�� / 5A . iMIWZ �o Go IIS/ ,5),y15, „P�-� LYNN S EXPIRES: 06-30-2020 River Terrace East Builaing C Drawing Date: 7/19/2018 7/20/18 12:13 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 3 52 48.9 psi 1 1-1/2" CPVC 90 Ell 7 ' 120 1. 610 52 1. 0 Total Loss for TO SYSTEM 1.0 psi 1 Pipe 1 " PVx15 6' 150 1.598 52 0.4 1 Pipe 1 " 40x21 1' 120 1. 610 52 0. 1 1 1V" Thrd Butterfly Valve Victaul 1' 120 1. 610 52 0. 1 1 Pipe lY" 40x21 1' 120 1. 610 52 0. 0 1 Thrd Check Valve Generic NFPA 9' 120 1. 610 52 0. 9 1 Pipe 1Y" 40x21 1' 120 1. 610 52 0. 1 Elevation Change 19' 11" 8 . 6 Total Loss for THRU RISER 10.2 psi Hydr Ref BOR Required at AT BASE OF RISER 52 60.1 psi 1 Pipe 4" G4x21 18 ' 120 4 .026 52 0. 0 1 Pipe 4" PVx20 2 ' 150 4.230 52 0. 0 1 Pipe 6" PVx20 172 ' 150 6.090 52 0. 0 1 Pipe 8" DIx18 Cl 350 725' 140 8. 488 52 0. 0 Elevation Change -22' 8" -9. 8 Total Loss for THRU UNDG -9.8 psi Hydr Ref POC Required at CITY CONN 52 50.3 psi Water Source102 .7 psi static, 98.7 psi residual @ 1405 gpm 52 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 50.3 psi This is a safety margin of 52.4 psi or 51 % of Supply Maximum Water Velocity is 21.0 fps ' River Terrace East Building C Drawing Date: 7/19/2018 7/20/18 12:13 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 C Drawing Date: 7/19/2018 7/20/18 12:13 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI"3z) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 1A1 9.23 38. 9 1A2 9.23 38 . 9 1A3 9.23 39. 0 1A4 9.23 38 . 8 1A5 9.23 38 .7 1A7 9.23 38 . 6 1A8 9.23 38 . 6 1A6 9.23 38 .7 2A7 19. 88 48 .4 2A4 19.51 35. 9 2A8 19. 51 35.1 2A3 19. 88 39. 1 2A9 19. 88 44.1 2A10 19.51 35.4 2A5 19. 88 39. 8 2A1 19.51 35. 1 2A2 19.51 35.0 2A11 19.88 33. 9 2Al2 19. 51 35.4 2A13 19.51 35.5 2A15 19.51 35.2 2A16 19. 88 35. 1 2A17 19. 88 34. 9 2A6 19. 88 44.5 3Al2 29. 67 24.5 3A5 29. 67 21. 9 3A2 29. 67 26.2 3A6 29. 67 24. 9 3A9 29. 67 28 . 1 3A10 29. 67 28 . 0 3A3 29. 67 28 .3 3A4 29. 67 22. 1 3A1 29. 67 24 .4 3A7 29. 67 17. 6 3A8 29. 67 21.0 3A11 29. 67 24 .5 4A7 39.42 2A.0 4A8 39. 42 24 .0 4A9 39. 42 24 .0 4A10 39. 42 23. 9 4A5 39. 42 24 .0 4A4 39. 42 24 .0 4A1 39. 18 24 .2 4A6 39. 42 24 . 0 4A2 39. 42 24 .0 4A3 39. 42 24. 0 101 9.23 38.7 102 9.23 38 .7 103 9.23 38 .7 202A 19. 88 39.7 203A 19. 88 37.5 ' River Terrace East Builaing C Drawing Date: 7/19/2018 7/20/18 12:13 Page 5 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^ ) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 204A 19. 88 38.5 301 29. 67 13. 6 3015 28. 16 4. 90 13.5 18. 0 17. 0 0. 05 301A 29. 67 16. 0 302 29. 67 12.4 3025 29.25 4. 90 12. 0 17. 0 17. 0 0. 05 303 29. 67 13. 1 3035 29.25 4. 90 12.7 17.5 17. 0 0. 05 401 39.42 24 . 0 401A 39.42 24 . 0 402 45.39 21.4 403 39.42 24 .0 404 39.42 24 .0 440 19. 51 34 .5 W 19. 88 48 . 9 Max velocity of 20. 97 occurs in the pipe from 3A7 TO 3A8 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 C Drawing Date: 7/19/2018 7/20/18 12:13 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 302 TO W (PRIMARY PATH) 17 . 00 0. 874 1T 0. 42 12 .0 12. 0 K = 4. 90 3025 C=150 3. 00 -0.2 0. 0 17. 00 0. 155 3.42 0.5 12. 0 Vel = 9. 18 0. 874 1E 19. 90 12 .4 12 .4 EqK = 4 .83 302 C=150 3S 7. 00 0 .0 0 .0 8 . 88 0. 047 26. 90 1.3 12. 4 Vel = 4. 80 18 .02 0. 874 6. 42 13. 6 13. 6 EqK = 4. 88 301 0=150 0. 00 0 .0 0.0 26. 90 0.362 6. 42 2.3 13.6 Vel = 14.53 -13.24 0. 874 5E 32. 03 16.0 16.0 301A C=150 1T 25. 00 0 .0 0 .0 See PATH 3 13. 65 0. 103 2S 57. 03 5. 9 16. 0 Vel = 7.37 -5.70 0. 874 3E 44. 69 21. 9 21. 9 3A5 C=150 1T 23. 00 0 .0 0.0 See PATH 5 7. 95 0. 038 8S 67. 69 2 . 6 21. 9 Vel = 4 .30 10. 67 0. 874 1T 5.58 24.4 24.4 3A1 C=150 1S 4. 00 0. 0 0. 0 See PATH 4 18. 62 0. 184 9.58 1.8 24 .4 Vel = 10. 06 5. 69 0. 874 1T 4. 06 26.2 26.2 3A2 C=150 3. 00 0. 0 0 . 0 See PATH 6 24 .31 0.301 7. 06 2. 1 26.2 Vel = 13. 13 2.85 1. 101 iT 10. 16 28 .3 28 .3 3A3 C=150 5. 00 4 .4 0.0 See PATH 8 27. 16 0. 120 15. 16 1.8 28 .3 Vel = 9.24 3. 99 1. 101 3. 00 34.5 34.5 440 C=150 Q -DQ - D-0 0. 0 See PATH 15 31. 15 0. 154 3. 00 0.5 34 .5 Vel = 10. 60 -2.72 1. 101 1T 2. 14 35.0 35.0 2A2 C=150 5. 00 0 .0 0 .0 See PATH 19 28 .43 0. 130 7. 14 0 . 9 35.0 Vel = 9. 67 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building C Drawing Date: 7/19/2018 7/20/18 12:13 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 302 TO W (PRIMARY PATH) 0.874 2E 0.36 35. 9 35. 9 2A4 C=150 8. 00 -0.2 0.0 28 .43 0.401 8.36 3.4 35 . 9 Vel = 15.35 1. 101 1S 4.03 39. 1 39.1 2A3 C=150 1. 00 0. 0 0 .0 28 .43 0. 130 5. 03 0.7 39. 1 Vel = 9. 67 9.22 1. 101 1E 9.56 39. 8 39.8 2A5 C=150 1T 12. 00 0. 0 0. 0 See PATH 19 37 .65 0.219 2S 21.56 4.7 39. 8 Vel = 12. 81 3.07 1. 101 1T 9.25 44.5 44.5 2A6 C=150 1S 6. 00 0.0 0. 0 See PATH 23 40 .72 0.253 15.25 3. 9 44.5 Vel = 13. 86 11.76 1.598 1S 7. 00 48.4 48 .4 2A7 C=150 1. 00 0 .0 0. 0 See PATH 2 52 .48 0. 066 8 . 00 0 .5 48 . 4 Vel = 8. 48 W 52 .48 48 . 9 K = 7.50 18 .02 0.874 1T 1.51 13.5 13.5 K = 4. 90 301S 0=150 3. 00 -0.7 0 .0 18 .02 0. 173 4.51 0. 8 13.5 Vel = 9.73 301 18 .02 13. 6 K = 4. 88 PATH 2 FROM HYDRAULIC REFERENCE 302 TO 2A7 17.00 0. 874 1T 0. 42 12 .0 12. 0 K = 4. 90 302S 0=150 3. 00 -0 .2 0.0 17 . 00 0. 155 3. 42 0 .5 12.0 Vel = 9. 18 0. 874 lE 11.53 12 .4 12. 4 EqK = 4. 83 302 0=150 2S 6. 00 0 . 0 0 .0 8 .12 0. 039 17.53 0 .7 12 .4 Vel = 4.38 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing C Drawing Date: 7/19/2018 7/20/18 12:13 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 302 TO 2A7 CONTINUED 17.46 0. 874 1E 6. 66 13.1 13.1 EqK = 4. 83 303 0=150 iT 7. 00 0.0 0. 0 25.58 0.330 13. 66 4.5 13. 1 Vel = 13. 81 13.24 0. 874 4. 81 17 . 6 17 . 6 3A7 C=150 0. 00 0. 0 0. 0 See PATH 3 38 . 82 0. 715 4. 81 3.4 17. 6 Vel = 20. 97 -4. 97 0. 874 2S 4. 19 21. 0 21. 0 3A8 C=150 2. 00 0. 0 0. 0 See PATH 4 33.86 0.555 6. 19 3.4 21.0 Vel = 18.28 -5. 69 0. 874 1E 1. 98 24.5 24.5 3A11 C=150 1T 7. 00 0.0 0 .0 See PATH 6 28. 17 0.395 8. 98 3.5 24.5 Vel = 15.21 1. 101 0.75 28 .0 28 .0 3A10 0=150 0. 00 0. 0 0. 0 28 . 17 0. 128 0. 75 0. 1 28 . 0 Vel = 9.59 -2 . 85 1. 101 1T 9.79 28 .1 28 .1 3A9 C=150 5. 00 4.2 0. 0 See PATH 8 25.32 0. 105 14.79 1. 6 28 . 1 Vel = 8. 62 -3. 99 0. 874 iT 1. 03 33. 9 33. 9 2A11 C=150 3. 00 0.0 0. 0 See PATH 15 21.33 0.236 4. 03 1. 0 33. 9 Vel = 11.52 -6.50 0. 874 3T 12. 80 34 . 9 34 . 9 2A17 C=150 9. 00 0. 0 0. 0 See PATH 20 14.83 0. 120 21.80 2. 6 34. 9 Vel = 8. 01 0. 874 1T 5.58 37 .5 37 .5 203A 0=150 3-.GG- 0.0 0.0 14 .83 0. 120 8 .58 1. 0 37.5 Vel = 8. 01 0. 874 1S 8.51 38 .5 38 .5 204A 0=150 1. 00 0.0 0 .0 14 .83 0. 120 9.51 1. 1 38.5 Vel = 8. 01 0. 874 4E 19.21 39.7 39.7 202A 0=150 2S 18. 00 0 .0 0 .0 14 .83 0. 120 37.21 4.5 39.7 Vel = 8. 01 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ' River Terrace East Builaing C Drawing Date: 7/19/2018 7/20/18 12:13 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 2 FROM HYDRAULIC REFERENCE 302 TO 2A7 CONTINUED -3.07 0. 874 2E 38. 09 44 . 1 44 . 1 2A9 C=150 2T 16. 00 0 .0 0.0 See PATH 23 11.76 0. 078 2S 54. 09 4.2 44 .1 Vel = 6.35 2A7 11.76 48 . 4 K = 1. 69 17 .46 0. 874 1T 0.42 12 .7 12.7 K = 4. 90 303S 0=150 3. 00 -0 .2 0. 0 17. 46 0. 163 3. 42 0 . 6 12.7 Vel = 9.43 303 17 .46 13. 1 K = 4. 83 PATH 3 FROM HYDRAULIC REFERENCE 301A TO 3A7 13.24 0. 874 2T 9. 61 16.0 16.0 301A C=150 1S 7. 00 0. 0 0 .0 See PATH 1 13.24 0. 098 16. 61 1. 6 16.0 Vel = 7. 15 3A7 13.24 17 . 6 K = 3. 16 PATH 4 FROM HYDRAULIC REFERENCE 3A8 TO 3A1 4 . 97 0. 874 1E 3S 52.20 21. 0 21.0 3A8 C=150 2T 14. 00 0. 0 0 .0 See PATH 2 4. 97 0. 016 10 66.20 1. 1 21. 0 Vel = 2. 68 5.70 0. 874 2E 22. 95 22 .1 22. 1 3A4 C=150 iT 13. 00 0 .0 0. 0 See PATH 5 10 . 67 0. 065 2S 35. 95 2.4 22. 1 Vel = 5.76 3A1 10. 67 24 .4 K = 2 . 16 PATH 5 FROM HYDRAULIC REFERENCE 3A5 TO 3A4 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing C Drawing Date: 7/19/2018 7/20/18 12:13 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 5 FROM HYDRAULIC REFERENCE 3A5 TO 3A4 CONTINUED 5.70 0. 874 1T 5.74 21. 9 21. 9 3A5 C=150 2S 5. 00 0 .0 0.0 See PATH 1 5.70 0. 021 10.74 0 .2 21. 9 Vel = 3. 08 3A4 5 .70 22. 1 K = 1.21 PATH 6 FROM HYDRAULIC REFERENCE 3A11 TO 3A2 5.69 0. 874 1S 2. 00 24.5 24 .5 3A11 C=150 1. 00 0. 0 0. 0 See PATH 2 5. 69 0. 020 3. 00 0.1 24 .5 Vel = 3. 07 -2 .53 0. 874 1E 36. 67 24.5 24 .5 3Al2 C=150 2T 16. 00 0. 0 0.0 See PATH 7 3. 16 0. 007 6S 52. 67 0.4 24 .5 Vel = 1.71 2 .53 0. 874 3E 43. 08 24. 9 24. 9 3A6 C=150 1T 21. 00 0.0 0. 0 See PATH 7 5. 69 0. 020 6S 64. 08 1.3 24 . 9 Vel = 3. 07 3A2 5. 69 26.2 K = 1. 11 PATH 7 FROM HYDRAULIC REFERENCE 3Al2 TO 3A6 2 .53 0. 874 1E 8S 60. 67 24.5 24 .5 3Al2 C=150 2T 19. 00 0.0 0.0 See PATH 6 2 .53 0. 005 1C 79. 67 0.4 24 .5 Vel = 1.36 3A6 2.53 24 . 9 K = 0.51 PATH 8 FROM HYDRAULIC REFERENCE 3A9 TO 3A3 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ' River Terrace East Building C Drawing Date: 7/19/2018 7/20/18 12:13 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 3A9 TO 3A3 CONTINUED 2. 85 1. 101 1T 9.75 28 . 1 28. 1 3A9 C=150 5. 00 -4.2 0. 0 See PATH 2 2.85 0.002 14 .75 0.0 28 . 1 Vel = 0. 97 0. 874 2E 9.76 23. 9 23. 9 4A10 0=150 1S 9. 00 0 . 0 0 .0 2. 85 0. 006 18 .76 0. 1 23. 9 Vel = 1. 54 -1.44 0.874 2T 7 .32 24 . 0 24. 0 4A8 C=150 6. 00 0 .0 0. 0 See PATH 10 AND 9 1. 41 0. 002 13.32 0 .0 24 . 0 Vel = 0.76 -0 .57 0. 874 1T 5.59 24. 0 24. 0 4A7 C=150 3. 00 0. 0 0. 0 See PATH 13 0. 83 0. 001 8.59 0 .0 24. 0 Vel = 0. 45 -0.36 0. 874 1T 10. 00 24.0 24 .0 401A C=150 2S 5. 00 0. 0 0 .0 See PATH 14 0 .48 0. 000 15. 00 0. 0 24. 0 Vel = 0.26 0. 874 lE 9. 67 24 .0 24. 0 403 0=150 1S 5. 00 0 .0 0. 0 0.48 0. 000 14. 67 0 .0 24. 0 Vel = 0.26 0. 874 lE 13.56 24. 0 24.0 404 0=150 1S 5. 00 -2. 6 0.0 0.48 0. 000 18.56 0.0 24. 0 Vel = 0.26 0.874 9E 91.53 21.4 21.4 402 0=150 2T 50. 00 2.7 0.0 0. 48 0. 000 8S 141.53 0. 0 21.4 Vel = 0.26 2.37 1. 101 1S 9. 51 24 .2 24.2 4A1 C=150 1. 00 4 .1 0. 0 See PATH 9 2.85 0. 002 10.51 0.0 24 .2 Vel = 0. 97 3A3 2. 85 28 .3 K = 0. 54 PATH 9 FROM HYDRAULIC REFERENCE 4A8 TO 4A1 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building C Drawing Date: 7/19/2018 7/20/18 12:13 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 9 FROM HYDRAULIC REFERENCE 4A8 TO 4A1 CONTINUED 0 .81 0. 874 1T 4.51 24. 0 24. 0 4A8 C=150 3. 00 0. 0 0. 0 See PATH 10 AND 8 0 . 81 0. 001 7.51 0. 0 24. 0 Vel = 0. 44 -0 .40 0. 874 1T 37.58 24. 0 24. 0 4A9 C=150 10 10. 00 0. 0 0. 0 See PATH 11 0.40 0. 000 6S 47.58 0. 0 24. 0 Vel = 0.22 0.40 0. 874 1T 4.51 24 .0 24 .0 4A4 C=150 iS 4. 00 0.0 0.0 See PATH 11 0.81 0. 001 8.51 0.0 24 .0 Vel = 0.44 0 . 64 0. 874 1T 7.32 24 . 0 24.0 4A3 C=150 3. 00 0. 0 0. 0 See PATH 10 1.44 0. 002 10.32 0. 0 24.0 Vel = 0.78 0. 93 1. 101 lE 16.49 24. 0 24. 0 4A2 C=150 3S 8 . 00 0. 1 0. 0 See PATH 13 AND 14 2.37 0. 001 24.49 0.0 24. 0 Vel = 0. 81 4A1 2 .37 24.2 K = 0. 48 PATH 10 FROM HYDRAULIC REFERENCE 4A8 TO 4A3 0 .64 0. 874 1T 37. 58 24.0 24 .0 4A8 C=150 10 8. 00 0.0 0.0 See PATH 8 AND 9 0 .64 0. 000 4S 45. 58 0.0 24 .0 Vel = 0.34 4A3 0. 64 24 .0 K = 0. 13 PATH 11 FROM HYDRAULIC REFERENCE 4A9 TO 4A4 0.40 0. 874 1T 14. 51 24.0 24 .0 4A9 C=150 2S 5. 00 0.0 0 .0 See PATH 9 0 .40 0. 000 19. 51 0.0 24 .0 Vel = 0.22 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing C Drawing Date: 7/19/2018 7/20/18 12:13 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 4A9 TO 4A4 CONTINUED -0 . 16 0.874 4S 19.58 24 .0 24 . 0 4A6 C=150 4. 00 0. 0 0 .0 See PATH 12 0.24 0. 000 23.58 0. 0 24.0 Vel = 0. 13 0 .16 0.874 2T 12.51 24 .0 24. 0 4A5 C=150 1S 7. 00 0.0 0. 0 See PATH 12 0. 40 0. 000 19. 51 0 .0 24 . 0 Vel = 0.22 4A4 0.40 24. 0 K = 0. 08 PATH 12 FROM HYDRAULIC REFERENCE 4A6 TO 4A5 0. 16 0. 874 2E 32. 60 24 .0 24 . 0 4A6 C=150 2T 18. 00 0 . 0 0. 0 See PATH 11 0. 16 0. 000 4S 50. 60 0. 0 24 .0 Vel = 0. 09 4A5 0 . 16 24. 0 K = 0. 03 PATH 13 FROM HYDRAULIC REFERENCE 4A7 TO 4A2 0.57 0. 874 10 37.58 24 .0 24. 0 4A7 C=150 3S 4. 00 0 .0 0. 0 See PATH 8 0 .57 0. 000 41.58 0. 0 24 .0 Vel = 0.31 4A2 0.57 24 .0 K = 0. 12 PATH 14 FROM HYDRAULIC REFERENCE 401A TO 4A2 0.36 0. 874 1T 2. 00 24 .0 24. 0 401A C=150 1S 4. 00 0. 0 0. 0 See PATH 8 0.36 0.000 6. 00 0. 0 24 . 0 Vel = 0. 19 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing C Drawing Date: 7/19/2018 7/20/18 12:13 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 14 FROM HYDRAULIC REFERENCE 401A TO 4A2 CONTINUED 0. 874 1E 41. 18 24 .0 24 . 0 401 0=150 iT 11. 00 0.0 0. 0 0.36 0. 000 4S 52. 18 0.0 24 .0 Vel = 0. 19 4A2 0.36 24 .0 K = 0. 07 PATH 15 FROM HYDRAULIC REFERENCE 2A11 TO 440 3. 99 1. 101 1S 10. 65 33.9 33. 9 2A11 C=150 1. 00 4. 6 0. 0 See PATH 2 3. 99 0. 003 11. 65 0.0 33. 9 Vel = 1.36 0. 874 1E 1.28 38 . 6 38 . 6 1A8 C=150 4. 00 0.0 0.0 3. 99 0. 011 5.28 0.1 38 . 6 Vel = 2. 15 -1. 94 0. 874 1E 9.24 38 . 6 38 . 6 1A7 C=150 1T 7. 00 0 .0 0 .0 See PATH 16 2 .04 0. 003 16.24 0.0 38 . 6 Vel = 1. 10 -0 . 83 0. 874 1E 14. 85 38 .7 38 .7 1A6 C=150 2T 12. 00 0 .0 0 .0 See PATH 17 1.21 0. 001 2S 26. 85 0.0 38 .7 Vel = 0. 65 0. 83 0. 874 1E 30. 95 38 .7 38 .7 1A5 C=150 2S 6. 00 0 .0 0 .0 See PATH 17 2.04 0. 003 36. 95 0 .1 38 .7 Vel = 1. 10 -0. 88 0. 874 2E 25.22 38 .8 38 .8 1A4 C=150 1T 13. 00 0 .0 0 .0 See PATH 18 1. 17 _ 0-.-001 2S - 3-8- 22 - 0.-0 38.8- Vel--= 0. 63 0. 88 0. 874 2T 2. 00 38 . 9 38 . 9 1A1 C=150 6. 00 0 .0 0 .0 See PATH 18 2. 04 0. 003 8. 00 0.0 38 . 9 Vel = 1. 10 1. 94 0. 874 1E 2. 48 38 . 9 38 . 9 1A2 C=150 4. 00 0.0 0 .0 See PATH 16 3. 99 0. 011 6. 48 0.1 38 . 9 Vel = 2. 15 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ' River Terrace East Builaing C Drawing Eate: 7/19/2018 7/20/18 12:13 Tyco Fire Products Page 15 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 2A11 TO 440 CONTINUED 1. 101 1T 10.28 39. 0 39. 0 1A3 C=150 5. 00 -4.5 0. 0 3. 99 0. 003 15.28 0. 1 39. 0 Vel = 1.36 440 3. 99 34 .5 K = 0. 68 PATH 16 FROM HYDRAULIC REFERENCE 1A7 TO 1A2 1. 94 0.874 1E 10S 72. 12 38 . 6 38 . 6 1A7 C=150 2T 21. 00 0. 0 0. 0 See PATH 15 1. 94 0. 003 10 93. 12 0.3 38 . 6 Vel = 1. 05 1A2 1. 94 38 . 9 K = 0.31 PATH 17 FROM HYDRAULIC REFERENCE 1A6 TO 1A5 0 . 83 0. 874 2S 6. 00 38 .7 38 .7 1A6 C=150 2. 00 0. 0 0. 0 See PATH 15 0. 83 0. 001 8.00 0.0 38 .7 Vel = 0. 45 0. 874 iT 9.27 38 .7 38 .7 103 0=150 2S 5. 00 0 .0 0 .0 0 .83 0. 001 14.27 0.0 38 .7 Vel = 0.45 0. 874 1T 20.42 38.7 38 .7 102 0=150 1S 4. 00 0. 0 0.0 0. 83 0. 001 24.42 0. 0 38 .7 Vel = 0. 45 0. 874 1T 4. 00 38 .7 38 .7 101 0=150 3. 00 0.0 0. 0 0.83 0. 001 7. 00 0.0 38 .7 Vel = 0. 45 1A5 0. 83 38 .7 K = 0. 13 PATH 18 FROM HYDRAULIC REFERENCE 1A4 TO 1A1 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing C Erawing Eate: 7/19/2018 7/20/18 12:13 Tyco Fire Products Page 16 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 18 FROM HYDRAULIC REFERENCE 1A4 TO 1A1 CONTINUED 0.88 0. 874 1E 46.78 38 .8 38.8 1A4 C=150 2T 18. 00 0 . 0 0. 0 See PATH 15 0 .88 0.001 8S 64.78 0. 0 38 . 8 Vel = 0. 47 1A1 0.88 38 . 9 K = 0. 14 PATH 19 FROM HYDRAULIC REFERENCE 2A2 TO 2A5 2.72 0. 874 1T 5.58 35. 0 35. 0 2A2 C=150 1S 6. 00 0. 0 0.0 See PATH 1 2 .72 0. 005 11.58 0.1 35.0 Vel = 1. 47 -1.22 0. 874 2E 27. 17 35.1 35. 1 2A1 C=150 2T 17. 00 0. 0 0. 0 See PATH 21 1.50 0. 002 3S 44. 17 0. 1 35.1 Vel = 0. 81 1.22 0.874 3E 31.27 35.1 35. 1 2A8 C=150 2S 14. 00 0 .0 0. 0 See PATH 21 2.72 0. 005 45.27 0.2 35. 1 Vel = 1.47 -1.06 0. 874 1E 13.84 35.4 35.4 2A10 C=150 2T 11. 00 0.0 0 .0 See PATH 22 1.66 0. 002 iS 24. 84 0.1 35.4 Vel = 0. 90 1. 06 0. 874 1T 4. 93 35.4 35.4 2Al2 C=150 3. 00 0. 0 0. 0 See PATH 22 2.72 0. 005 7. 93 0. 0 35.4 Vel = 1. 47 6.50 0. 874 3E 5S 67. 48 35.5 35.5 2A13 C=150 1T 22. 00 -0.2 0.0 See PATH 20 9.22 - 0_050 2C --8 .-4a 4.5 -35.5 Vel = 4. 98 2A5 9.22 39. 8 K = 1. 46 PATH 20 FROM HYDRAULIC REFERENCE 2A17 TO 2A13 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) • River Terrace East Builaing C Drawing Date: 7/19/2018 7/20/18 12:13 Tyco Fire Products Page 17 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 20 FROM HYDRAULIC REFERENCE 2A17 TO 2A13 CONTINUED 6.50 0. 874 1E 0.39 34 . 9 34. 9 2A17 C=150 1T 7. 00 0 .0 0. 0 See PATH 2 6.50 0. 026 7.39 0 .2 34 . 9 Vel = 3.51 1. 101 0.36 35 . 1 35. 1 2A16 C=150 0. 00 0.2 0 .0 6.50 0.009 0.36 0. 0 35.1 Vel = 2.21 0. 874 1E 2. 94 35.2 35 .2 2A15 C=150 1T 7. 00 0. 0 0 .0 6.50 0. 026 9. 94 0.3 35.2 Vel = 3.51 2A13 6.50 35.5 K = 1. 09 PATH 21 FROM HYDRAULIC REFERENCE 2A1 TO 2A8 1.22 0. 874 3E 43. 17 35. 1 35 .1 2A1 C=150 1T 22. 00 0. 0 0.0 See PATH 19 1.22 0. 001 7S 65. 17 0. 1 35 .1 Vel = 0. 66 2A8 1.22 35.1 K = 0.21 PATH 22 FROM HYDRAULIC REFERENCE 2A10 TO 2Al2 1. 06 0. 874 1E 41.02 35.4 35.4 2A10 C=150 2T 16. 00 0. 0 0 .0 See PATH 19 1.06 0. 001 6S 57. 02 0. 1 35 .4 Vel = 0.57 2Al2 1.06 35.4 K = 0. 18 PATH 23 FROM HYDRAULIC REFERENCE 2A9 TO 2A6 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing C Drawing Date: 7/19/2018 7/20/18 12:13 • Tyco Fire Products Page 18 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 23 FROM HYDRAULIC REFERENCE 2A9 TO 2A6 CONTINUED 3.07 0. 874 3E 36.01 44. 1 44 . 1 2A9 C=150 2T 22. 00 0. 0 0 .0 See PATH 2 3.07 0. 007 2S 58. 01 0.4 44 .1 Vel = 1. 66 2A6 3. 07 44 .5 K = 0.46 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Job Water Required Hose Allowance River Terrace East Building C Static Pres: 104.0 psi Pressure: 50.3 psi In: 0 gpm 17043 SW Appledale RD Resid. Pres: 100.0 psi Sys Flow: 52 gpm Out: 0 gpm Tigard, Oregon Flow: 1405 gpm Sys+Hose: 52 gpm Remote Area: 3 Date: 4/4/2018 Safety Pres: 52.4 psi Loc: 17051 SW Appledale Rd Hd Ely Pres: 4.1 psi 140 120 • _Supply 100 80 P S 60 • 40 20 0-4.1 psi 100 150 200 250 300 350 400 450 500 Flow (gpm)