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Report (127) a k \cam - ?cQ . River Terrace East Builaing C Drawing Date: 7/19/2018 7 :°1► EIVEr HYDRAULIC DESIGN INFORMATION SHEET SEP 2 4 2018 Job Name: River Terrace East Building C Location: 17043 SW Appledale RD r. CITY OF ibAHO " Tigard, Oregon BUILDING' 1@�itInt,^ Drawing Date: 7/19/2018 Remote Area Number: 1 Contractor: Jet Fire Protection Telephone:503-588-5262 1935 Silverton RD NE Salem, OR 97301 Designer: Terry Paige, NICET III Calculated By:SprinkCAD Ca13 www. sprinkcad.com Offl V 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 1 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 1 Temperature Rating: 155 CALCULATION SUMMARY 3 Flowing Outlets gpm Required: 52.2 psi Required: 39.5 @ 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: \O PROF6cs NEF. /09 / 5A - 9PVA i/ 1-2 `.�vet G• 4r Orb 44i SAI 4k 15 LYNN S 1/4 EXPIRES: 06-30-2020 River Terrace East Builaing C Drawing Date: 7/19/2018 7/20/18 12:11 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 52 38.1 psi 1 1-1/2" CPVC 90 Ell 7 ' 120 1. 610 52 0. 9 Total Loss for TO SYSTEM 0. 9 psi 1 Pipe 1W" PVx15 6' 150 1.598 52 0. 4 1 Pipe lw" 40x21 1' 120 1. 610 52 0. 1 1 1' " Thrd Butterfly Valve Victaul 1' 120 1. 610 52 0. 1 1 Pipe 1' " 40x21 1' 120 1. 610 52 0. 0 1 l' " Thrd Check Valve Generic NFPA 9' 120 1. 610 52 0. 9 1 Pipe lW" 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 49.3 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 39.5 psi Water Source102.7 psi static, 98.7 psi residual @ 1405 gpm 52 gpm 102.7 psi SAFETY PRESSURE 63.2 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 39.5 psi This is a safety margin of 63.2 psi or 62 % of Supply Maximum Water Velocity is 18 . 6 fps River Terrace East Builaing C Drawing Date: 7/19/2018 7/20/18 12:11 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 12:11 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^32) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 1A1 9.23 23.7 1A2 9.23 25. 1 1A3 9.23 27. 0 1A4 9.23 21.4 1A5 9.23 14 . 6 1A7 9.23 23.1 1A8 9.23 26.4 1A6 9.23 15. 6 2A7 19.88 37. 6 2A4 19.51 25.3 2A8 19.51 24 .5 2A3 19. 88 28 .4 2A9 19. 88 33.4 2A10 19.51 24 .7 2A5 19. 88 29.1 2A1 19.51 24.4 2A2 19.51 24.4 2A11 19.88 23.2 2Al2 19.51 24 .8 2A13 19.51 24 .8 2A15 19.51 24 .5 2A16 19. 88 24 .4 2A17 19. 88 24.2 2A6 19.88 33. 8 3Al2 29. 67 19.1 3A5 29. 67 19.2 3A2 29. 67 19.3 3A6 29. 67 19.2 3A9 29. 67 19. 1 3A10 29. 67 19.1 3A3 29. 67 19.4 3A4 29. 67 19.2 3A1 29. 67 19.3 3A7 29. 67 19.2 3A8 29. 67 19.2 3A11 29. 67 19.1 4A7 39.42 159 _ 4A8 39. 42 15. 0 4A9 39.42 15.0 4A10 39.42 14 . 9 4A5 39.42 15.0 4A4 39. 42 15. 0 4A1 39. 18 15.2 4A6 39.42 15. 0 4A2 39.42 15.1 4A3 39.42 15.0 101 9.23 13.3 1015 8. 00 4. 90 13. 1 17. 8 17. 0 0. 05 102 9.23 12 .4 1025 8 . 81 4. 90 12 .0 17. 0 17 . 0 0 . 05 103 9.23 13.1 River Terrace East Builaing C Drawing Date: 7/19/2018 7/20/18 12:11 Page 5 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^ ) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 1035 8. 81 4. 90 12.7 17.5 17. 0 0. 05 202A 19. 88 28 . 9 203A 19. 88 26. 8 204A 19. 88 27 .8 301 29. 67 19.2 301A 29. 67 19.2 302 29. 67 19.2 303 29. 67 19.2 401 39.42 15.0 401A 39. 42 15. 0 402 45. 39 12 .5 403 39. 42 15. 0 404 39. 42 15.1 440 19.51 23. 9 W 19. 88 38 .1 Max velocity of 18.55 occurs in the pipe from 1A7 TO 1A6 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 12:11 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 102 TO W (PRIMARY PATH) 17.00 0. 874 1T 0. 42 12 .0 12. 0 K = 4. 90 102S 0=150 3. 00 -0.2 0 .0 17 .00 0. 155 3.42 0 .5 12 .0 Vel = 9. 18 0. 874 1T 9.27 12.4 12 . 4 EqK = 4 . 83 102 0=150 2S 5.00 0. 0 0 .0 9.08 0. 049 14.27 0 .7 12.4 Vel = 4. 90 17.46 0. 874 1S 6. 00 13. 1 13.1 EqK = 4. 83 103 0=150 1.00 0. 0 0 .0 26.54 0. 354 7. 00 2 .5 13.1 Vel = 14.33 7. 82 0. 874 lE 9.24 15. 6 15.6 1A6 C=150 4.00 0. 0 0 .0 See PATH 3 34 .36 0. 570 13.24 7 .5 15. 6 Vel = 18.55 -5. 88 0. 874 1E 1.28 23. 1 23.1 1A7 C=150 1T 7. 00 0. 0 0 .0 See PATH 5 28 . 47 0. 403 8 .28 3.3 23.1 Vel = 15.38 1. 101 10. 65 26.4 26.4 1A8 C=150 0. 00 -4 . 6 0.0 28 .47 0. 131 10. 65 1.4 26.4 Vel = 9. 69 -7. 07 0. 874 1T 1. 03 23.2 23.2 2A11 C=150 3. 00 0.0 0 . 0 See PATH 6 21.41 0.238 4. 03 1. 0 23.2 Vel = 11.56 -6. 62 0. 874 3T 12. 80 24 .2 24.2 2A17 C=150 9. 00 0. 0 0 .0 See PATH 19 14.78 0. 120 21. 80 2 . 6 24.2 Vel = 7. 98 0. 874 iT 5. 58 26. 8 26.8 203A 0=150 3.0-0- 0 .0 0.0 14.78 0.120 8.58 1.0 26. 8 Vel = 7. 98 0. 874 1S 8 .51 27 .8 27 .8 204A 0=150 1. 00 0.0 0 . 0 14.78 0. 120 9. 51 1. 1 27 .8 Vel = 7. 98 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing C Drawing Date: 7/19/2018 7/20/18 12:11 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 1 FROM HYDRAULIC REFERENCE 102 TO W (PRIMARY PATH) 0. 874 4E 19.21 28 . 9 28 . 9 202A C=150 2S 18. 00 0 .0 0 .0 14.78 0. 120 37.21 4 .5 28 . 9 Vel = 7. 98 -3.07 0. 874 2E 38. 09 33.4 33.4 2A9 C=150 2T 16. 00 0. 0 0. 0 See PATH 23 11.71 0. 078 2S 54. 09 4 .2 33.4 Vel = 6.32 40.51 1.598 1S 7. 00 37. 6 37. 6 2A7 C=150 1. 00 0 .0 0. 0 See PATH 2 52.22 0. 065 8. 00 0.5 37. 6 Vel = 8. 44 W 52.22 38 . 1 K = 8. 46 17.46 0. 874 1T 0. 42 12.7 12 . 7 K = 4. 90 1035 C=150 3. 00 -0 .2 0. 0 17.46 0. 163 3. 42 0. 6 12.7 Vel = 9. 43 103 17.46 13. 1 K = 4. 83 PATH 2 FROM HYDRAULIC REFERENCE 102 TO 2A7 17. 00 0. 874 1T 0. 42 12.0 12. 0 K = 4. 90 1025 C=150 3. 00 -0.2 0. 0 17.00 0. 155 3. 42 0.5 12 .0 Vel = 9. 18 0.874 1T 20. 42 12.4 12.4 EqK = 4. 83 102 0=150 1S 4. 00 0.0 0. 0 7 . 92 0. 038 24. 42 0. 9 12. 4 Vel = 4.28 17.76 0. 874 4. 00 13.3 13.3 EqK = 4. 87 101 C=150 0. 00 0. 0 0 . 0 25. 68 0.333 4. 00 1.3 13.3 Vel = 13. 87 -7 .82 0. 874 1E 30. 95 14. 6 14 . 6 1A5 C=150 1T 9. 00 0 .0 0. 0 See PATH 3 17 . 86 0. 170 2S 39. 95 6. 8 14. 6 Vel = 9. 65 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing C Drawing Date: 7/19/2018 7/20/18 12:11 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 102 TO 2A7 CONTINUED -7 . 67 0. 874 2E 25.22 21.4 21.4 1A4 C=150 1T 13. 00 0 .0 0 . 0 See PATH 4 10 .20 0. 060 2S 38.22 2 .3 21.4 Vel = 5. 51 7 . 67 0. 874 2T 2. 00 23.7 23.7 1A1 C=150 6. 00 0.0 0 .0 See PATH 4 17.86 0 .170 8. 00 1. 4 23.7 Vel = 9. 65 5.88 0. 874 1E 2. 48 25.1 25.1 1A2 C=150 4. 00 0. 0 0 .0 See PATH 5 23.75 0.288 6. 48 1. 9 25. 1 Vel = 12. 82 1. 101 1T 10.28 27. 0 27 .0 1A3 C=150 5. 00 -4 .5 0. 0 23.75 0. 093 15.28 1.4 27 .0 Vel = 8. 08 7.07 1. 101 3. 00 23. 9 23. 9 440 C=150 0. 00 0.0 0 .0 See PATH 6 30 .81 0. 151 3. 00 0.5 23. 9 Vel = 10. 49 -2 .58 1. 101 1T 2.14 24.4 24 .4 2A2 C=150 5. 00 0 .0 0. 0 See PATH 20 28 .24 0. 129 7. 14 0. 9 24 .4 Vel = 9. 61 0. 874 2E 0.36 25.3 25 .3 2A4 C=150 8 . 00 -0.2 0 .0 28 .24 0.396 8.36 3.3 25.3 Vel = 15.25 1. 101 1S 4. 03 28 . 4 28 .4 2A3 C=150 1. 00 0.0 0 .0 28 .24 0. 129 5. 03 0. 6 28 .4 Vel = 9. 61 9.20 1. 101 1E 9. 56 29. 1 29.1 2A5 C=150 1T 12-.00 0.0 0.0 See PATH 19 37.44. 0.217 2S 21.56 4.7 29.1 Vel = 12.74 3.07 1. 101 1T 9.25 33.8 33.8 2A6 C=150 1S 6. 00 0. 0 0 .0 See PATH 23 40.51 0 .251 15.25 3.8 33.8 Vel = 13.79 2A7 40.51 37 . 6 K = 6. 61 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing C Drawing Date: 7/19/2018 7/20/18 12:11 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 17 .76 0. 874 1T 1.23 13.1 13. 1 K = 4. 90 101S 0=150 3. 00 -0 .5 0 .0 17 .76 0. 168 4 .23 0.7 13. 1 Vel = 9. 59 101 17.76 13.3 K = 4. 87 PATH 3 FROM HYDRAULIC REFERENCE 1A5 TO 1A6 7. 82 0. 874 15 14. 85 14. 6 14. 6 1A5 C=150 1T 10. 00 0 .0 0 .0 See PATH 2 7. 82 0. 037 3S 24. 85 0. 9 14. 6 Vel = 4 .22 1A6 7. 82 15. 6 K = 1. 98 PATH 4 FROM HYDRAULIC REFERENCE 1A4 TO 1A1 7. 67 0. 874 1E 46.78 21.4 21.4 1A4 C=150 2T 18. 00 0 .0 0. 0 See PATH 2 7. 67 0. 036 8S 64.78 2.3 21.4 Vel = 4. 14 1A1 7 . 67 23.7 K = 1.57 PATH 5 FROM HYDRAULIC REFERENCE 1A7 TO 1A2 5.88 0.874 1E 11S 72.12 23.1 23. 1 1A7 C=150 1T 19. 00 0. 0 0. 0 See PATH 1 5.88 0. 022 10 91. 12 2 . 0 23. 1 Vel = 3. 18 1A2 5. 88 25.1 K = 1. 17 PATH 6 FROM HYDRAULIC REFERENCE 2A11 TO 440 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing C Drawing Date: 7/19/2018 7/20/18 12:11 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 2A11 TO 440 CONTINUED 7 .07 1. 101 1S 9.79 23.2 23.2 2A11 C=150 1. 00 -4.2 0 .0 See PATH 1 7.07 0. 010 10.79 0 .1 23.2 Vel = 2.41 -3.41 1. 101 1T 0.75 19. 1 19. 1 3A9 C=150 5. 00 0. 0 0 .0 See PATH 7 3. 65 0. 003 5.75 0.0 19.1 Vel = 1.24 0. 874 1E 1. 98 19.1 19. 1 3A10 C=150 4. 00 0.0 0. 0 3.65 0. 009 5. 98 0. 1 19.1 Vel = 1. 97 -1.55 0. 874 1T 4. 19 19. 1 19.1 3A11 C=150 1S 4. 00 0 .0 0.0 See PATH 8 2. 10 0. 003 8. 19 0.0 19. 1 Vel = 1. 13 -1.04 0. 874 1E 3S 52.20 19.2 19.2 3A8 C=150 2T 14. 00 0.0 0 .0 See PATH 10 1.06 0. 001 10 66.20 0 .1 19.2 Vel = 0.57 0 . 17 0. 874 2E 22. 95 19.2 19.2 3A4 C=150 1T 13. 00 0 . 0 0.0 See PATH 12 1.23 0. 001 2S 35. 95 0 .0 19.2 Vel = 0. 66 0 . 87 0. 874 1T 5. 58 19.3 19.3 3A1 C=150 1S 4. 00 0. 0 0.0 See PATH 10 2.10 0. 003 9.58 0 .0 19.3 Vel = 1. 13 1.55 0. 874 1T 4. 06 19.3 19.3 3A2 C=150 3. 00 0.0 0.0 See PATH 8 3. 65 0. 009 7. 06 0 .1 19.3 Vel = 1. 97 3.41 1. 101 1T 10. 16 19.4 19.4 3A3 C=150 -.00- - 4.4 0.0 See PATH_7 7.07 0. 010 15. 16 0.2 19.4 Vel = 2. 41 440 7 .07 23. 9 K = 1. 45 PATH 7 FROM HYDRAULIC REFERENCE 3A9 TO 3A3 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing C Drawing Date: 7/19/2018 7/20/18 12:11 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 7 FROM HYDRAULIC REFERENCE 3A9 TO 3A3 CONTINUED 3.41 1. 101 1S 9.75 19. 1 19.1 3A9 C=150 1. 00 -4 .2 0. 0 See PATH 6 3. 41 0. 003 10.75 0. 0 19. 1 Vel = 1. 16 0. 874 2E 9.76 14 . 9 14. 9 4A10 0=150 1S 9.00 0. 0 0.0 3.41 0. 008 18.76 0. 1 14 . 9 Vel = 1. 84 -1.73 0. 874 2T 7.32 15. 0 15.0 4A8 C=150 6. 00 0. 0 0. 0 See PATH 14 AND 13 1. 69 0. 002 13.32 0. 0 15. 0 Vel = 0. 91 -0 . 69 0. 874 iT 5.59 15.0 15. 0 4A7 C=150 3. 00 0. 0 0. 0 See PATH 17 1.00 0. 001 8.59 0. 0 15.0 Vel = 0.54 -0.43 0. 874 1T 10.00 15. 0 15.0 401A C=150 2S 5. 00 0. 0 0.0 See PATH 18 0.57 0. 000 15. 00 0 .0 15. 0 Vel = 0.31 0. 874 1E 9. 67 15. 0 15.0 403 0=150 1S 5. 00 0 .0 0. 0 0.57 0. 000 14 . 67 0. 0 15. 0 Vel = 0. 31 0. 874 1E 13.56 15. 1 15. 1 404 0=150 1S 5. 00 -2. 6 0. 0 0.57 0. 000 18.56 0.0 15. 1 Vel = 0.31 0. 874 9E 91.53 12.5 12 .5 402 0=150 2T 50. 00 2 .7 0. 0 0.57 0. 000 8S 141.53 0. 0 12.5 Vel = 0. 31 2 .84 1.101 1S 9.51 15.2 15.2 4A1 C=150 1. 00 4. 1 0. 0 See PATH 13 3.41 0. 003 10.51 0. 0 15.2 Vel = 1. 16 3A3 3.41 19.4 K = 0.78 PATH 8 FROM HYDRAULIC REFERENCE 3A11 TO 3A2 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing C Drawing Date: 7/19/2018 7/20/18 12:11 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 8 FROM HYDRAULIC REFERENCE 3A11 TO 3A2 CONTINUED 1.55 0. 874 iT 2. 00 19.1 19. 1 3A11 C=150 3. 00 0 .0 0. 0 See PATH 6 1.55 0.002 5. 00 0.0 19. 1 Vel = 0. 84 -0. 69 0. 874 1E 36. 67 19. 1 19.1 3Al2 C=150 2T 16. 00 0. 0 0 .0 See PATH 9 0 . 86 0. 001 6S 52. 67 0 . 0 19. 1 Vel = 0. 47 0 .69 0. 874 3E 43. 08 19.2 19.2 3A6 C=150 1T 21. 00 0 .0 0. 0 See PATH 9 1.55 0. 002 6S 64. 08 0 .1 19.2 Vel = 0. 84 3A2 1.55 19.3 K = 0.35 PATH 9 FROM HYDRAULIC REFERENCE 3Al2 TO 3A6 0. 69 0. 874 1E 8S 60. 67 19.1 19. 1 3Al2 C=150 2T 19. 00 0 .0 0. 0 See PATH 8 0. 69 0. 000 10 79. 67 0 .0 19. 1 Vel = 0.37 3A6 0. 69 19.2 K = 0. 16 PATH 10 FROM HYDRAULIC REFERENCE 3A8 TO 3A1 1.04 0. 874 1S 4. 81 19.2 19.2 3A8 C=150 1. 00 0. 0 0 .0 See PATH 6 1. 04 0. 001 5. 81 0 .0 19.2 Vel = 0.56 -0 32 0.8.74_ 1T_ 9. 61 19.2 19.2_. 3A7 C=150 2S 5. 00 0.0 0 .0 See PATH 11 0.73 0. 000 14. 61 0.0 19.2 Vel = 0. 39 0.32 0. 874 5E 32. 03 19.2 19.2 301A C=150 2S 22. 00 0 .0 0. 0 See PATH 11 1.04 0. 001 54. 03 0 .0 19.2 Vel = 0.56 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building C Drawing Date: 7/19/2018 7/20/18 12:11 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 10 FROM HYDRAULIC REFERENCE 3A8 TO 3A1 CONTINUED -0.17 0. 874 3E 44. 69 19.2 19.2 3A5 C=150 1T 23. 00 0. 0 0.0 See PATH 12 0.87 0. 001 8S 67. 69 0. 0 19.2 Vel = 0.47 3A1 0.87 19.3 K = 0.20 PATH 11 FROM HYDRAULIC REFERENCE 3A7 TO 301A 0.32 0.874 1E 6. 66 19.2 19.2 3A7 C=150 1T 8. 00 0 .0 0. 0 See PATH 10 0 .32 0. 000 1S 14. 66 0 .0 19.2 Vel = 0. 17 0. 874 1E 11.53 19.2 19.2 303 0=150 2S 6. 00 0 .0 0. 0 0 .32 0. 000 17.53 0 .0 19.2 Vel = 0. 17 0. 874 1E 19. 90 19.2 19.2 302 0=150 3S 7. 00 0 .0 0. 0 0 .32 0.000 26. 90 0 .0 19.2 Vel = 0. 17 0. 874 1T 6.42 19.2 19.2 301 0=150 3. 00 0.0 0. 0 0 .32 0. 000 9. 42 0 .0 19.2 Vel = 0. 17 301A 0 .32 19.2 K = 0. 07 PATH 12 FROM HYDRAULIC REFERENCE 3A5 TO 3A4 0. 17 0. 874 1T 5.74 19.2 19.2 3A5 C=150 2S 5. 00 0 .0 0. 0 See PATH 10 0 . 17 0. 000 10.74 0 .0 19.2 Vel = 0. 09 3A4 0. 17 19.2 K = 0. 04 PATH 13 FROM HYDRAULIC REFERENCE 4A8 TO 4A1 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing C Drawing Date: 7/19/2018 7/20/18 12:11 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 13 FROM HYDRAULIC REFERENCE 4A8 TO 4A1 CONTINUED 0. 97 0. 874 1T 4.51 15.0 15.0 4A8 C=150 3. 00 0.0 0. 0 See PATH 14 AND 7 0 . 97 0. 001 7. 51 0. 0 15. 0 Vel = 0. 52 -0.48 0. 874 1T 37.58 15.0 15.0 4A9 C=150 1C 10. 00 0.0 0.0 See PATH 15 0 .48 0. 000 6S 47.58 0. 0 15. 0 Vel = 0.26 0.48 0. 874 1T 4.51 15.0 15.0 4A4 C=150 1S 4.00 0.0 0. 0 See PATH 15 0 .97 0. 001 8.51 0. 0 15.0 Vel = 0.52 0.76 0. 874 1T 7.32 15.0 15. 0 4A3 C=150 3. 00 0. 0 0. 0 See PATH 14 1.73 0. 002 10.32 0. 0 15.0 Vel = 0. 93 1.12 1. 101 1E 16.49 15. 1 15. 1 4A2 C=150 3S 8. 00 0. 1 0.0 See PATH 17 AND 18 2.84 0. 002 24.49 0.0 15.1 Vel = 0. 97 4A1 2 .84 15.2 K = 0.73 PATH 14 FROM HYDRAULIC REFERENCE 4A8 TO 4A3 0.76 0. 874 iT 37.58 15. 0 15.0 4A8 C=150 1C 8.00 0.0 0. 0 See PATH 7 AND 13 0.76 0. 000 4S 45.58 0.0 15. 0 Vel = 0.41 4A3 0.76 15.0 K = 0.20 PATH 15 FROM HYDRAULIC REFERENCE 4A9 TO 4A4 0.48 0. 874 1T 14.51 15.0 15. 0 4A9 C=150 2S 5. 00 0 .0 0. 0 See PATH 13 0 .48 0. 000 19.51 0. 0 15.0 Vel = 0.26 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing C Erawing Late: 7/19/2018 7/20/18 12:11 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 4A9 TO 4A4 CONTINUED -0. 19 0. 874 4S 19.58 15. 0 15. 0 4A6 C=150 4. 00 0. 0 0. 0 See PATH 16 0 .29 0. 000 23.58 0 .0 15.0 Vel = 0. 16 0. 19 0. 874 2T 12.51 15.0 15.0 4A5 C=150 1S 7. 00 0. 0 0 .0 See PATH 16 0.48 0. 000 19.51 0. 0 15. 0 Vel = 0.26 4A4 0.48 15.0 K = 0. 12 PATH 16 FROM HYDRAULIC REFERENCE 4A6 TO 4A5 0. 19 0. 874 2E 32. 60 15.0 15.0 4A6 C=150 2T 18. 00 0. 0 0 .0 See PATH 15 0 .19 0.000 4S 50. 60 0. 0 15.0 Vel = 0. 10 4A5 0. 19 15.0 K = 0. 05 PATH 17 FROM HYDRAULIC REFERENCE 4A7 TO 4A2 0. 69 0. 874 10 37.58 15.0 15.0 4A7 C=150 3S 4. 00 0. 0 0.0 See PATH 7 0 . 69 0.000 41.58 0. 0 15.0 Vel = 0.37 4A2 0. 69 15.1 K = 0. 18 PATH 18 FROM HYDRAULIC REFERENCE 401A TO 4A2 0.43 0. 874 1T 2. 00 15 .0 15. 0 401A C=150 1S 4. 00 0. 0 0 .0 See PATH 7 0.43 0. 000 6. 00 0. 0 15.0 Vel = 0.23 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing C Drawing Date: 7/19/2018 7/20/18 12:11 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 401A TO 4A2 CONTINUED 0. 874 1E 41. 18 15.0 15.0 401 0=150 iT 11.00 0.0 0 .0 0 . 43 0. 000 4S 52. 18 0.0 15. 0 Vel = 0.23 4A2 0.43 15. 1 K = 0. 11 PATH 19 FROM HYDRAULIC REFERENCE 2A17 TO 2A5 6. 62 0. 874 1E 0.39 24.2 24.2 2A17 C=150 1T 7. 00 0. 0 0. 0 See PATH 1 6. 62 0. 027 7.39 0.2 24 .2 Vel = 3.58 1. 101 0. 36 24.4 24 .4 2A16 C=150 0.00 0.2 0 .0 6. 62 0. 009 0.36 0.0 24. 4 Vel = 2.25 0. 874 1E 2. 94 24.5 24 .5 2A15 0=150 1T 7. 00 0. 0 0. 0 6. 62 0. 027 9. 94 0.3 24 .5 Vel = 3.58 2 .58 0. 874 3E 5S 67.48 24. 8 24 .8 2A13 C=150 1T 22. 00 -0.2 0 .0 See PATH 20 9.20 0.050 2C 89.48 4.5 24 .8 Vel = 4. 97 2A5 9.20 29.1 K = 1.71 PATH 20 FROM HYDRAULIC REFERENCE 2A2 TO 2A13 2.58 0. 874 1T 5.58 24.4 2.4.4 2A2 C=150 1S 6. 00 0. 0 0. 0 See PATH 2 2.58 0. 005 11.58 0. 1 24 .4 Vel = 1.39 -1. 15 0. 874 2E 27. 17 24.4 24 .4 2A1 C=150 2T 17. 00 0. 0 0. 0 See PATH 21 1.42 0. 002 3S 44. 17 0. 1 24 .4 Vel = 0.77 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing C Drawing Date: 7/19/2018 7/20/18 12:11 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 2A2 TO 2A13 CONTINUED 1. 15 0. 874 3E 31.27 24 .5 24 .5 2A8 C=150 2S 14. 00 0 . 0 0. 0 See PATH 21 2.58 0. 005 45.27 0.2 24 .5 Vel = 1.39 -1. 00 0. 874 1E 13. 84 24 .7 24 .7 2A10 C=150 2T 11. 00 0 .0 0 . 0 See PATH 22 1.57 0. 002 1S 24. 84 0. 0 24 .7 Vel = 0. 85 1.00 0. 874 iT 4. 93 24. 8 24. 8 2Al2 C=150 3. 00 0 .0 0.0 See PATH 22 2 .58 0. 005 7. 93 0. 0 24. 8 Vel = 1.39 2A13 2.58 24 .8 K = 0.52 PATH 21 FROM HYDRAULIC REFERENCE 2A1 TO 2A8 1. 15 0. 874 3E 43. 17 24 .4 24.4 2A1 C=150 1T 22. 00 0 .0 0.0 See PATH 20 1.15 0. 001 7S 65. 17 0. 1 24.4 Vel = 0. 62 2A8 1. 15 24 .5 K = 0.23 PATH 22 FROM HYDRAULIC REFERENCE 2A10 TO 2Al2 1. 00 0. 874 1E 41. 02 24 .7 24.7 2A10 C=150 2T 16. 00 0.0 0 .0 See PATH 20 1. 00 0. 001 6S 57. 02 0. 0 24.7 Vel = 0.54 2Al2 1.00 24 .8 K = 0.20 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 12:11 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 33.4 33.4 2A9 C=150 2T 22. 00 0.0 0. 0 See PATH 1 3. 07 0. 007 2S 58. 01 0.4 33. 4 Vel = 1. 66 2A6 3.07 33.8 K = 0.53 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: 39.5 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: 1 Date: 4/4/2018 Safety Pres: 63.2 psi Loc: 17051 SW Appledale Rd Hd Ely Pres: -4.8 psi 140 120 • Supply 100 - 80 P S 60 - 40 0 20 100 150 200 250 300 350 400 450 500 Flow (gpm)