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River Terrace East Builaing C Drawing Date: 7/19/2018 7/20/18 12:14 HYDRAULIC DESIGN INFORMATION SHEET Job Name: River Terrace East Building C Location: 17043 SW Appledale RD Tigard, Oregon Drawing Date: 7/19/2018 Remote Area Number: 4 Contractor: Jet Fire Protection Telephone:503-588-5262 1935 Silverton RD NE Salem, OR 97301 RECEIVED Designer: Terry Paige, NICET III Calculated By:SprinkCAD SEP 2 4 2018 www.sprinkcad.com CITYOFiD 451 N. Cannon Ave. 1�� Lansdale, PA 19446 BUILDING IVISI4Mt 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 ft1 Sprinkler or Nozzle Density (gpm/sq ft) RES I Make: VICTAUL Area per Sprinkler 340. 0 sq ft1 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: 80.1 psi Required: 94.5 @ CITY CONN WATER SUPPLY Water Flow Test I Pump Data Date of Test 4/4/2018 I Rated Capacity 0 gpm Static Pressure 104.0 psi I Rated Pressure 0. 0 psi Residual Pres 100. 0 psi I Elevation 0 At a Flow of 1405 gpm I Make: Elevation -3' 0" I Model: Location: 17051 SW Appledale Rd Source of Information: City of Tigard Public Works SYSTEM VOLUME 65 Gallons Notes: 9,5) PROE NEF.si02�, 5 - 9P:l�,iff Ea / 7 wt #:4: Gs ll�l V 44'15 2-PJFv LYNN S EXPIRES: 06-30-2020 River Terrace East Building C Drawing Date: 7/19/2018 7/20/18 12:14 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 4 80 90.0 psi 1 1-1/2" CPVC 90 Ell 7' 120 1. 610 80 2. 1 Total Loss for TO SYSTEM 2.1 psi 1 Pipe 1W' PVx15 6' 150 1.598 80 0. 9 1 Pipe 1W' 40x21 1' 120 1. 610 80 0.2 1 1W" Thrd Butterfly Valve Victaul 1' 120 1. 610 80 0.2 1 Pipe 1W' 40x21 1 ' 120 1. 610 80 0. 1 1 1W" Thrd Check Valve Generic NFPA 9' 120 1. 610 80 1. 9 1 Pipe 1W" 40x21 1' 120 1. 610 80 0.2 Elevation Change 19' 11" 8 . 6 Total Loss for THRU RISER 12.1 psi Hydr Ref BOR Required at AT BASE OF RISER 80 104.2 psi 1 Pipe 4" G4x21 18 ' 120 4. 026 80 0.0 1 Pipe 4" PVx20 2 ' 150 4.230 80 0. 0 1 Pipe 6" PVx20 172 ' 150 6. 090 80 0. 0 1 Pipe 8" DIxl8 Cl 350 725' 140 8. 488 80 0. 0 Elevation Change -22' 8" -9. 8 Total Loss for THRU UNDG -9.7 psi Hydr Ref POC Required at CITY CONN 80 94.5 psi Water Source102 .7 psi static, 98. 7 psi residual @ 1405 gpm 80 gpm 102.7 psi SAFETY PRESSURE 8.1 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 94.5 psi This is a safety margin of 8.1 psi or 8 % of Supply Maximum Water Velocity is 23.5 fps River Terrace East Builaing C Drawing Date: 7/19/2018 7/20/18 12:14 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 Building C Drawing Date: 7/19/2018 7/20/18 12:14 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI"1) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 1A1 9.23 62 . 6 1A2 9.23 62 . 6 1A3 9.23 62 .7 1A4 9.23 62.5 1A5 9.23 62.3 1A7 9.23 62. 1 1A8 9.23 62. 0 1A6 9.23 62.2 2A7 19. 88 88 . 9 2A4 19.51 61.4 2A8 19.51 59.7 2A3 19. 88 68 . 6 2A9 19.88 79. 6 2A10 19.51 60.3 2A5 19. 88 70. 1 2A1 19.51 59.5 2A2 19.51 59.4 2A11 19. 88 57.4 2Al2 19.51 60 .4 2A13 19.51 60.5 2A15 19.51 60. 0 2A16 19.88 59. 8 2A17 19. 88 59.4 2A6 19. 88 80.4 3Al2 29. 67 50. 6 3A5 29. 67 50.2 3A2 29. 67 49.8 3A6 29. 67 50.4 3A9 29. 67 51.0 3A10 29. 67 50 . 9 3A3 29. 67 49.5 3A4 29. 67 50.2 3A1 29. 67 50 .0 3A7 29. 67 50.5 3A8 29. 67 50.5 3A11 29. 67 50. 6 4A7 39. 42 32.8 4A8 39. 42 37. 6 4A9 39. 42 37. 6 4A10 39. 42 45.3 4A5 39. 42 37.5 4A4 39.42 37.5 4A1 39. 18 41.7 4A6 39.42 37.5 4A2 39.42 37.5 4A3 39.42 37.5 101 9.23 62 .3 102 9.23 62 .3 103 9.23 62 .2 202A 19.88 69. 9 203A 19. 88 65. 1 ' River Terrace East Building C Drawing Date: 7/19/2018 7/20/18 12:14 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 67 .4 301 29. 67 50.4 301A 29. 67 50.4 302 29. 67 50.4 303 29. 67 50.5 401 39. 42 26. 0 4015 38.31 4. 90 25.3 24. 6 17. 0 0 . 07 401A 39. 42 26.1 402 45.39 12 .4 402S 44. 94 4. 90 12 .0 17. 0 17 . 0 0. 05 403 39.42 17 .1 4035 39.41 4. 90 16.5 19. 9 17 . 0 0. 06 404 39. 42 14 . 9 4045 39. 41 4. 90 14 .4 18. 6 17 . 0 0. 05 440 19.51 58 .3 W 19. 88 90 .0 Max velocity of 23. 49 occurs in the pipe from 2A4 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 C Drawing Date: 7/19/2018 7/20/18 12:14 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 404 TO W (PRIMARY PATH) 18.58 0. 874 1T 0. 01 14.4 14 .4 K = 4. 90 404S 0=150 3. 00 -0. 0 0 .0 18 .58 0. 183 3. 01 0. 6 14.4 Vel = 10. 03 0. 874 1E 9. 67 14. 9 14 . 9 EqK = 4. 81 404 0=150 1S 5. 00 0.0 0. 0 16.72 0. 150 14. 67 2 .2 14. 9 Vel = 9. 03 19. 91 0. 874 1T 10. 00 17.1 17. 1 EqK = 4. 81 403 0=150 iS 4. 00 0.0 0. 0 36. 62 0. 641 14. 00 9. 0 17 .1 Vel = 19. 78 4. 12 0. 874 1T 5.59 26. 1 26.1 401A C=150 3. 00 0. 0 0 .0 See PATH 4 40.75 0.781 8.59 6.7 26. 1 Vel = 22. 00 -14.10 0. 874 2T 7.32 32. 8 32 .8 4A7 C=150 6. 00 0.0 0. 0 See PATH 5 26. 65 0.356 13. 32 4 .7 32.8 Vel = 14.39 2.19 0. 874 2E 9.76 37. 6 37. 6 4A8 C=150 iS 9. 00 0.0 0. 0 See PATH 7 AND 6 28. 84 0.412 18. 76 7 .7 37 . 6 Vel = 15.57 1. 101 1S 9.75 45.3 45.3 4A10 0=150 1. 00 4 .2 0. 0 28.84 0. 134 10.75 1.4 45.3 Vel = 9. 81 8 .73 1. 101 9.79 51.0 51. 0 3A9 C=150 0. 00 4 .2 0.0 See PATH 10 37.57 0.218 9.79 2. 1 51.0 Vel = 12.78 -5.35 0. 874 1T 1. 03 57.4 57.4 2A11 C=150 3-.OG 0.0 0.0 See PATH 16 32.22 0. 506 4. 03 2. 0 57_4 V 1 = 17.40 _. -9.64 0. 874 3T 12. 80 59.4 59.4 2A17 C=150 9. 00 0 .0 0.0 See PATH 22 22.58 0.262 21. 80 5.7 59.4 Vel = 12. 19 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing C Drawing Eate: 7/19/2018 7/20/18 12:14 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 404 TO W (PRIMARY PATH) 0. 874 1T 5.58 65. 1 65.1 203A 0=150 3. 00 0 . 0 0.0 22 .58 0.262 8.58 2 .3 65. 1 Vel = 12. 19 0. 874 1S 8 .51 67. 4 67.4 204A C=150 1. 00 0. 0 0.0 22.58 0.262 9. 51 2 .5 67.4 Vel = 12. 19 0.874 4E 19.21 69. 9 69. 9 202A C=150 2S 18 . 00 0. 0 0. 0 22.58 0.262 37.21 9. 8 69. 9 Vel = 12. 19 -4 . 64 0. 874 2E 38. 09 79. 6 79.6 2A9 C=150 2T 16. 00 0. 0 0. 0 See PATH 24 17. 94 0. 171 2S 54 . 09 9.3 79. 6 Vel = 9. 69 62.17 1.598 1S 7. 00 88 . 9 88 . 9 2A7 C=150 1. 00 0.0 0 . 0 See PATH 2 80 . 11 0. 144 8 . 00 1.2 88. 9 Vel = 12. 94 W 80.11 90. 0 K = 8 . 44 19. 91 0. 874 iT 0. 01 16.5 16.5 K = 4. 90 403S 0=150 3. 00 -0. 0 0. 0 19. 91 0.208 3. 01 0. 6 16.5 Vel = 10.75 403 19. 91 17. 1 K = 4. 81 PATH 2 FROM HYDRAULIC REFERENCE 404 TO 2A7 18 .58 0. 874 1T 0. 01 14. 4 14.4 K = 4. 90 404S C=150 3. 00 -0. 0 0.0 18 .58 0. 183 3. 01 0 . 6 14.4 Vel = 10. 03 0. 874 1E 13.56 14. 9 14. 9 EqK = 4. 81 404 C=150 1S 5. 00 -2. 6 0. 0 1.86 0. 003 18. 56 0. 0 14. 9 Vel = 1. 00 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building C Drawing Eate: 7/19/2018 7/20/18 12:14 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 404 TO 2A7 CONTINUED 17.00 0. 874 9E 91. 53 12.4 12.4 EqK = 4. 83 402 0=150 2T 50. 00 2.7 0. 0 18 .86 0. 188 8S 141.53 26. 6 12.4 Vel = 10. 18 32.41 1. 101 9.51 41.7 41.7 4A1 C=150 0. 00 4 .1 0.0 See PATH 3 51.27 0.388 9.51 3.7 41.7 Vel = 17. 45 -8 .73 1. 101 1T 10. 16 49.5 49.5 3A3 C=150 iS 6. 00 4.4 0 .0 See PATH 10 42 .55 0.275 16. 16 4.4 49.5 Vel = 14. 48 5.35 1. 101 3. 00 58 .3 58 .3 440 C=150 0. 00 0.0 0.0 See PATH 16 47. 90 0.342 3. 00 1.0 58 .3 Vel = 16.30 -4 .39 1. 101 iT 2. 14 59. 4 59.4 2A2 C=150 5. 00 0. 0 0. 0 See PATH 20 43.50 0.286 7. 14 2. 0 59.4 Vel = 14. 80 0.874 2E 0.36 61.4 61.4 2A4 C=150 8. 00 -0.2 0. 0 43.50 0. 882 8.36 7.4 61.4 Vel = 23. 49 1. 101 1S 4. 03 68 . 6 68 . 6 2A3 C=150 1. 00 0.0 0.0 43.50 0.286 5. 03 1.4 68 . 6 Vel = 14. 80 14 .03 1. 101 1E 9.56 70.1 70. 1 2A5 C=150 1T 12. 00 0.0 0.0 See PATH 20 57 .53 0. 480 2S 21.56 10.4 70.1 Vel = 19.58 4 . 64 1. 101 1T 9.25 80.4 80 .4 2A6 C=150 1S 6.00 0_.0___ 0.0 See PATH 24 62 . 17 0.555 15.25 8.5 80.4 Vel = 21. 16 2A7 62 . 17 88.9 K = 6.59 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ' River Terrace East Builaing C Drawing Date: 7/19/2018 7/20/18 12:14 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. 00 0. 874 1T 0.46 12. 0 12.0 K = 4. 90 402S C=150 3. 00 -0 .2 0. 0 17.00 0. 155 3. 46 0 .5 12. 0 Vel = 9. 18 402 17 .00 12 .4 K = 4. 83 PATH 3 FROM HYDRAULIC REFERENCE 401 TO 4A1 24 . 63 0. 874 1T 1. 11 25.3 25.3 K = 4. 90 401S C=150 3. 00 -0 .5 0.0 24. 63 0.308 4. 11 1.3 25.3 Vel = 13.30 0. 874 1E 41. 18 26. 0 26.0 EqK = 4. 83 401 C=150 1T 11. 00 0 .0 0.0 20.50 0.219 4S 52. 18 11. 4 26. 0 Vel = 11. 07 11. 91 1. 101 1E 16. 49 37 .5 37.5 4A2 C=150 3S 8 . 00 0 .1 0. 0 See PATH 5 AND 6 32.41 0. 166 24. 49 4.1 37.5 Vel = 11. 03 4A1 32.41 41.7 K = 5. 02 PATH 4 FROM HYDRAULIC REFERENCE 401 TO 401A 24. 63 0. 874 1T 1. 11 25.3 25.3 K = 4. 90 401S C=150 3. 00 -0 .5 0. 0 24 . 63 0.308 4. 11 1.3 25.3 Vel = 13.30 0. 874 iT 2. 00 26.0 26.0 EqK = 4. 83 401 C=150 3. 00 0 .0 0. 0 4. 12 0. 011 5. 00 0. 1 26. 0 Vel = 2.23 401A 4 .12 26.1 K = 0. 81 PATH 5 FROM HYDRAULIC REFERENCE 4A7 TO 4A2 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing C Erawing Eate: 7/19/2018 7/20/18 12:14 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 4A7 TO 4A2 CONTINUED 14.10 0. 874 1C 37. 58 32. 8 32 .8 4A7 C=150 4S 5.00 0. 0 0 .0 See PATH 1 14.10 0. 110 42.58 4.7 32.8 Vel = 7. 62 4A2 14.10 37 .5 K = 2.30 PATH 6 FROM HYDRAULIC REFERENCE 4A2 TO 4A8 2.19 0. 874 1T 7.32 37 .5 37.5 4A2 C=150 3. 00 0.0 0. 0 See PATH 3 AND 5 2.19 0. 004 10.32 0 .0 37.5 Vel = 1. 18 -0. 97 0. 874 1T 4.51 37 .5 37.5 4A3 C=150 1S 4. 00 0 .0 0. 0 See PATH 7 1.23 0. 001 8.51 0 .0 37.5 Vel = 0. 66 -0. 61 0. 874 1T 37.58 37 .5 37.5 4A4 C=150 1C 10. 00 0.0 0. 0 See PATH 8 0 . 62 0. 000 6S 47.58 0.0 37 .5 Vel = 0.33 0 .61 0. 874 1T 4. 51 37. 6 37 . 6 4A9 C=150 3. 00 0. 0 0 .0 See PATH 8 1.23 0. 001 7.51 0. 0 37 . 6 Vel = 0. 66 4A8 1.23 37 . 6 K = 0.20 PATH 7 FROM HYDRAULIC REFERENCE 4A3 TO 4A8 0-9.7___ 0. 874 iT 37. 58 37.5 37 .5 4A3 C=150 1C 8 . 00 0. 0 0.0 See PATH 6 0. 97 0. 001 4S 45.58 0.0 37 .5 Vel = 0.52 4A8 0. 97 37 . 6 K = 0 .16 PATH 8 FROM HYDRAULIC REFERENCE 4A4 TO 4A9 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ' River Terrace East Building C Drawing Date: 7/19/2018 7/20/18 12:14 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 4A4 TO 4A9 CONTINUED 0. 61 0. 874 2T 12.51 37 .5 37.5 4A4 C=150 1S 7. 00 0 .0 0.0 See PATH 6 0. 61 0. 000 19.51 0 . 0 37.5 Vel = 0.33 -0.24 0. 874 4S 19.58 37.5 37 .5 4A5 C=150 4. 00 0. 0 0.0 See PATH 9 0 .37 0. 000 23. 58 0. 0 37 .5 Vel = 0.20 0 .24 0. 874 1T 14. 51 37.5 37 .5 4A6 C=150 2S 5. 00 0. 0 0 .0 See PATH 9 0. 61 0.000 19.51 0. 0 37.5 Vel = 0.33 4A9 0. 61 37 . 6 K = 0. 10 PATH 9 FROM HYDRAULIC REFERENCE 4A5 TO 4A6 0 .24 0. 874 2E 32. 60 37.5 37 .5 4A5 C=150 2T 18. 00 0. 0 0 .0 See PATH 8 0 .24 0. 000 4S 50. 60 0. 0 37 .5 Vel = 0. 13 4A6 0.24 37.5 K = 0. 04 PATH 10 FROM HYDRAULIC REFERENCE 3A3 TO 3A9 8 .73 0. 874 1T 4. 06 49.5 49.5 3A3 C=150 3. 00 0 .0 0.0 See PATH 2 8 .73 0. 045 7. 06 0.3 49.5 Vel = 4.71 -3.71 0. 874 1T 5.58 49. 8 49.8 3A2 C=150 1S 4. 00 0. 0 0.0 See PATH 11 5. 02 0. 016 9.58 0.2 49.8 Vel = 2.71 -2.09 0.874 2E 22. 95 50. 0 50. 0 3A1 C=150 1T 13. 00 0 . 0 0. 0 See PATH 12 2. 93 0. 006 2S 35. 95 0 .2 50. 0 Vel = 1. 58 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing C Drawing Date: 7/19/2018 7/20/18 12:14 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 3A3 TO 3A9 CONTINUED -0.40 0. 874 1E 3S 52.20 50 .2 50.2 3A4 C=150 2T 14. 00 0. 0 0.0 See PATH 13 2.53 0. 005 10 66.20 0.3 50 .2 Vel = 1.36 2.49 0. 874 1T 4. 19 50.5 50.5 3A8 C=150 1S 4. 00 0 . 0 0.0 See PATH 12 5.02 0. 016 8. 19 0. 1 50 .5 Vel = 2.71 3.71 0.874 1E 1. 98 50. 6 50. 6 3A11 C=150 4.00 0. 0 0.0 See PATH 11 8.73 0. 045 5. 98 0.3 50 . 6 Vel = 4.71 1. 101 1T 0.75 50. 9 50. 9 3A10 0=150 5. 00 0. 0 0.0 8.73 0. 015 5.75 0. 1 50. 9 Vel = 2. 97 3A9 8 .73 51. 0 K = 1.22 PATH 11 FROM HYDRAULIC REFERENCE 3A2 TO 3A11 3.71 0. 874 3E 43. 08 49. 8 49.8 3A2 C=150 1T 21. 00 0.0 0 .0 See PATH 10 3.71 0. 009 6S 64. 08 0. 6 49. 8 Vel = 2. 00 -1. 65 0. 874 lE 36. 67 50 .4 50.4 3A6 C=150 2T 16. 00 0. 0 0.0 See PATH 14 2. 06 0. 003 6S 52. 67 0.2 50.4 Vel = 1. 11 1. 65 0. 874 iT 2. 00 50. 6 50. 6 3Al2 C=150 3. 00 0.0 0. 0 See PATH 14 3.71 0.009 5.00-__ 0.0 50. 6 Vel = 2. 00 3A11 3.71 50. 6 K = 0.52 PATH 12 FROM HYDRAULIC REFERENCE 3A1 TO 3A8 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing C Drawing Date: 7/19/2018 7/20/18 12:14 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 12 FROM HYDRAULIC REFERENCE 3A1 TO 3A8 CONTINUED 2.09 0. 874 3E 44. 69 50 .0 50. 0 3A1 C=150 1T 23. 00 0 .0 0. 0 See PATH 10 2.09 0. 003 8S 67. 69 0 .2 50. 0 Vel = 1.13 0.40 0.874 5E 32. 03 50 .2 50.2 3A5 C=150 2S 22. 00 0 .0 0. 0 See PATH 13 2.49 0.004 54. 03 0 .2 50.2 Vel = 1.35 -0.75 0.874 1T 9. 61 50 .4 50.4 301A C=150 2S 5. 00 0 .0 0. 0 See PATH 15 1.74 0.002 14. 61 0 .0 50.4 Vel = 0. 94 0.75 0.874 1S 4. 81 50 .5 50.5 3A7 C=150 1. 00 0 .0 0. 0 See PATH 15 2.49 0.004 5. 81 0 .0 50.5 Vel = 1.35 3A8 2.49 50 .5 K = 0.35 PATH 13 FROM HYDRAULIC REFERENCE 3A4 TO 3A5 0.40 0. 874 1T 5. 74 50.2 50 .2 3A4 C=150 2S 5. 00 0. 0 0.0 See PATH 10 0.40 0.000 10.74 0. 0 50 .2 Vel = 0.22 3A5 0.40 50.2 K = 0. 06 PATH 14 FROM HYDRAULIC REFERENCE 3A6 TO 3Al2 1. 65 0. 874 1E 8S 60. 67 50.4 50 .4 3A6 0=150 2T 19. 00 0. 0 0 .0 See PATH 11 1. 65 0. 002 10 79. 67 0.2 50 .4 Vel = 0. 89 3Al2 1. 65 50. 6 K = 0.23 PATH 15 FROM HYDRAULIC REFERENCE 301A TO 3A7 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing C Drawing Date: 7/19/2018 7/20/18 12:14 . 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 15 FROM HYDRAULIC REFERENCE 301A TO 3A7 CONTINUED 0.75 0. 874 1T 6. 42 50.4 50 .4 301A C=150 1S 4. 00 0.0 0. 0 See PATH 12 0.75 0. 000 10.42 0 . 0 50.4 Vel = 0.41 0. 874 1E 19. 90 50.4 50.4 301 0=150 3S 7. 00 0.0 0. 0 0 .75 0. 000 26. 90 0. 0 50.4 Vel = 0.41 0. 874 1E 11.53 50.4 50.4 302 C=150 2S 6. 00 0. 0 0.0 0.75 0. 000 17.53 0.0 50 .4 Vel = 0. 41 0. 874 1E 6. 66 50.5 50.5 303 0=150 1T 7. 00 0.0 0 . 0 0.75 0. 000 13. 66 0.0 50.5 Vel = 0. 41 3A7 0.75 50.5 K = 0. 11 PATH 16 FROM HYDRAULIC REFERENCE 2A11 TO 440 5.35 1. 101 1S 10. 65 57.4 57 .4 2A11 C=150 1. 00 4 . 6 0 .0 See PATH 1 5.35 0. 006 11. 65 0.1 57.4 Vel = 1. 82 0. 874 1E 1.28 62.0 62 .0 1A8 C=150 4. 00 0.0 0 .0 5.35 0. 018 5.28 0 .1 62. 0 Vel = 2. 89 -2. 61 0. 874 lE 9.24 62.1 62.1 1A7 C=150 iT 7. 00 0.0 0 .0 See PATH 17 2.74 0. 005 16.24 0.1 -62. 1 Vel_=- 1.48- -1. 12 0. 874 1E 14. 85 62.2 62 .2 1A6 C=150 2T 12. 00 0.0 0 .0 See PATH 18 1. 62 0. 002 2S 26. 85 0 .1 62.2 Vel = 0. 88 1. 12 0. 874 1E 30. 95 62.3 62.3 1A5 C=150 2S 6. 00 0.0 0 .0 See PATH 18 2 .74 0. 005 36. 95 0.2 62.3 Vel = 1. 48 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) • River Terrace East Building C Drawing Date: 7/19/2018 7/20/18 12:14 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 16 FROM HYDRAULIC REFERENCE 2A11 TO 440 CONTINUED -1. 18 0. 874 2E 25.22 62 .5 62 .5 1A4 C=150 1T 13. 00 0 . 0 0.0 See PATH 19 1.56 0. 002 2S 38 .22 0 .1 62.5 Vel = 0. 84 1.18 0. 874 2T 2. 00 62. 6 62. 6 1A1 C=150 6. 00 0. 0 0.0 See PATH 19 2.74 0. 005 8 . 00 0 . 0 62 . 6 Vel = 1.48 2. 61 0. 874 1E 2 .48 62 . 6 62. 6 1A2 C=150 4. 00 0.0 0. 0 See PATH 17 5.35 0. 018 6. 48 0. 1 62. 6 Vel = 2. 89 1. 101 1T 10.28 62 .7 62.7 1A3 C=150 5.00 -4 .5 0. 0 5.35 0. 006 15.28 0. 1 62.7 Vel = 1. 82 440 5.35 58 .3 K = 0.70 PATH 17 FROM HYDRAULIC REFERENCE 1A7 TO 1A2 2. 61 0. 874 1E 10S 72. 12 62 . 1 62 .1 1A7 C=150 2T 21. 00 0 .0 0. 0 See PATH 16 2 . 61 0. 005 1C 93. 12 0.5 62. 1 Vel = 1.41 1A2 2. 61 62 . 6 K = 0.33 PATH 18 FROM HYDRAULIC REFERENCE 1A6 TO 1A5 1.12 0. 874 2S 6. 00 62 .2 62 .2 1A6 C=150 2 .00 0 .0 0. 0 See PATH 16 1. 12 0. 001 8. 00 0. 0 62.2 Vel = 0. 60 0. 874 1T 9.27 62 .2 62 .2 103 C=150 2S 5. 00 0 .0 0. 0 1. 12 0. 001 14 .27 0 .0 62.2 Vel = 0. 60 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing C Drawing Date: 7/19/2018 7/20/18 12:14 ' 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 1A6 TO 1A5 CONTINUED 0. 874 1T 20.42 62 .3 62.3 102 C=150 1S 4. 00 0.0 0 . 0 1.12 0. 001 24. 42 0 .0 62 .3 Vel = 0. 60 0. 874 iT 4. 00 62 .3 62.3 101 0=150 3. 00 0 .0 0. 0 1.12 0. 001 7. 00 0 .0 62.3 Vel = 0. 60 1A5 1. 12 62.3 K = 0. 14 PATH 19 FROM HYDRAULIC REFERENCE 1A4 TO 1A1 1.18 0.874 1E 46.78 62.5 62 .5 1A4 C=150 2T 18. 00 0.0 0 .0 See PATH 16 1. 18 0. 001 8S 64.78 0.1 62.5 Vel = 0. 64 1A1 1. 18 62 . 6 K = 0. 15 PATH 20 FROM HYDRAULIC REFERENCE 2A2 TO 2A5 4.39 0. 874 1T 5.58 59.4 59.4 2A2 C=150 1S 6. 00 0 .0 0 .0 See PATH 2 4.39 0. 013 11.58 0 .1 59.4 Vel = 2.37 -1. 97 0. 874 2E 27. 17 59.5 59.5 2A1 C=150 2T 17. 00 0.0 0 .0 See PATH 21 2.43 0. 004 3S 44. 17 0.2 59.5 Vel = 1.31 1. 97 0. 874 3E 31.27 59.7 59.7 2A8 C=150 2S 14. 00 0.0 0 .0 See PATH 21 4.39 0. 013 45.27 0. 6 59.7 Vel = 2 .37 -1.71 0. 874 1E 13. 84 60.3 60 .3 2A10 C=150 2T 11. 00 0.0 0 .0 See PATH 23 2. 68 0. 005 1S 24. 84 0.1 60 .3 Vel = 1.45 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) • ' River Terrace East Builaing C Drawing Bate: 7/19/2018 7/20/18 12:14 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 2A5 CONTINUED 1.71 0.874 1T 4. 93 60 .4 60. 4 2Al2 C=150 3. 00 0 . 0 0. 0 See PATH 23 4.39 0.013 7. 93 0 . 1 60 .4 Vel = 2.37 9. 64 0. 874 3E 5S 67. 48 60.5 60 .5 2A13 C=150 1T 22. 00 -0.2 0 .0 See PATH 22 14 .03 0. 109 2C 89. 48 9.7 60 .5 Vel = 7. 58 2A5 14 .03 70. 1 K = 1. 68 PATH 21 FROM HYDRAULIC REFERENCE 2A1 TO 2A8 1. 97 0. 874 3E 43. 17 59.5 59.5 2A1 C=150 1T 22. 00 0.0 0. 0 See PATH 20 1. 97 0. 003 7S 65. 17 0 .2 59.5 Vel = 1. 06 2A8 1. 97 59.7 K = 0.25 PATH 22 FROM HYDRAULIC REFERENCE 2A17 TO 2A13 9. 64 0. 874 1E 0.39 59.4 59.4 2A17 C=150 1T 7. 00 0. 0 0.0 See PATH 1 9. 64 0. 054 7.39 0. 4 59.4 Vel = 5.20 1. 101 0. 36 59. 8 59. 8 2A16 0=150 0. 00 0.2 0. 0 9. 64 0.018 0. 36 0.0 59. 8 Vel = 3.28 0. 874 1E 2. 94 60 .0 60. 0 2A15 0=150 1T 7. 00 0 .0 0. 0 9. 64 0. 054 9. 94 0 .5 60. 0 Vel = 5.20 2A13 9. 64 60 .5 K = 1.24 PATH 23 FROM HYDRAULIC REFERENCE 2A10 TO 2Al2 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing C Drawing Bate: 7/19/2018 7/20/18 12:14 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 2A10 TO 2Al2 CONTINUED 1.71 0. 874 1E 41. 02 60.3 60.3 2A10 C=150 2T 16. 00 0. 0 0.0 See PATH 20 1.71 0. 002 6S 57. 02 0.1 60.3 Vel = 0. 92 2Al2 1.71 60.4 K = 0.22 PATH 24 FROM HYDRAULIC REFERENCE 2A9 TO 2A6 4. 64 0. 874 3E 36. 01 79. 6 79. 6 2A9 C=150 2T 22. 00 0 . 0 0. 0 See PATH 1 4. 64 0.014 2S 58. 01 0. 8 79. 6 Vel = 2.50 2A6 4.64 80. 4 K = 0.52 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: 94.5 psi In: 0 gpm 17043 SW Appledale RD Resid. Pres: 100.0 psi Sys Flow: 80 gpm Out: 0 gpm Tigard, Oregon Flow: 1405 gpm Sys+Hose: 80 gpm Remote Area:4 Date: 4/4/2018 Safety Pres: 8.1 psi Loc: 17051 SW Appledale Rd Hd Ely Pres: 10.9 psi 140 120 • _Supply 100 • 80 P S 60 40 20 X10.9 psi 100 150 200 250 300 350 400 450 500 Flow (gpm)