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Report (137) River Terrace East Builaing J Drawing Date: 7/25/2018 7/25/18 19:15 HYDRAULIC DESIGN INFORMATION SHEET Job Name: River Terrace East Building J Location: 13191 SW 169th Ave SEP 2 4 2018 4sRigNi Tigard, Oregon Drawing Date: 7/25/2018 Remote Area Number: �f� / Contractor: Jet Fire Protection Telephone:503-588-52 �jE� I � �� 1935 Silverton RD NE Salem, OR 97301 FFicE rt Designer: Terry Paige, NICET III P 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 ftp 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 1 K-Factor: 4. 90 Hose Allowance Outside 0 gpm 1 Temperature Rating: 155 CALCULATION SUMMARY 4 Flowing Outlets gpm Required: 74.9 psi Required: 64.2 @ 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: PRo �\GI NFF.sio2 /54 . t ��r�,- Go /Fl � < .9* 44Y 15, 2 < ckGYNN S ' I EXPIRES: 06-30-2020 River Terrace East Builaing J Drawing Date: 7/25/2018 7/25/18 19:15 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 75 47. 6 psi 1 1-1/2" CPVC 90 Ell 7 ' 120 1. 610 75 1. 8 Total Loss for TO SYSTEM 1.8 psi 1 Pipe 1k" PVx15 6' 150 1.598 75 0. 8 1 Pipe 1;" 40x21 1 ' 120 1. 610 75 0.2 1 lW" Thrd Butterfly Valve Victaul 1' 120 1. 610 75 0.2 1 Pipe 1W' 40x21 1' 120 1. 610 75 0. 1 1 1W" Thrd Check Valve Generic NFPA 9' 120 1. 610 75 1.7 1 Pipe 1W" 40x21 1' 120 1. 610 75 0.2 Elevation Change 19' 11" 8. 6 Total Loss for THRU RISER 11.7 psi Hydr Ref BOR Required at AT BASE OF RISER 75 61.1 psi 1 Pipe 4" G4x21 18 ' 120 4 . 026 75 0. 0 1 Pipe 4" PVx20 2 ' 150 4 .230 75 0. 0 1 Pipe 6" PVx20 48 ' 150 6. 090 75 0. 0 1 Pipe 8" DIx18 Cl 350 4 ' 140 8 . 488 75 0. 0 Elevation Change 7 ' 0" 3.0 Total Loss for THRU UNDG 3.1 psi Hydr Ref POC Required at CITY CONN 75 64.2 psi Water Source102 .7 psi static, 98.7 psi residual @ 1405 gpm 75 gpm 102.7 psi SAFETY PRESSURE 38.5 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 64.2 psi This is a safety margin of 38.5 psi or 37 % of Supply Maximum Water Velocity is 29.0 fps • River Terrace East Building J Drawing Date: 7/25/2018 7/25/18 19:15 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 19:15 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 18 .5 1A2 9.23 30.3 1A3 9.23 23.5 1A4 9.23 19.5 1A5 9.23 19. 9 1A6 9.23 41.8 2A1 19.51 43.7 2A2 19.51 32. 4 2A3 19.51 33.8 2A4 19.51 35. 9 2A5 19. 51 30 .2 2A6 19. 51 38 . 1 2A7 19.51 40. 8 2A8 19. 88 46.5 3A1 29. 67 26. 8 3A2 29. 67 27 .2 3A3 29. 67 28 .5 3A4 29. 67 30 .7 3A5 29. 67 30.4 3A6 29. 67 28 . 0 3A7 29. 67 29.9 3A8 29. 67 28 .1 3A9 29. 67 27 .7 3A10 29. 67 32. 8 4A1 39. 82 22. 9 4A2 39. 82 22 .7 4A3 39. 82 26. 6 4A4 39. 82 23.7 4A5 39.82 28 . 1 101 9.23 12 .5 1015 8. 81 4. 90 12 .2 17. 1 17. 0 0 . 05 102 9.23 16.4 102S 8 .81 4. 90 15. 9 19.5 17 . 0 0 . 06 103 9.23 12 .4 1035 8. 81 4. 90 12 .0 17. 0 17. 0 0. 05 104 9.23 19.5 1045 8 .81 4.90 18. 9 _ __ 21.3 17 .0 0.06 201 19.51 33.1 202 19.51 34 .1 203 19.51 33.4 204A 19. 51 34.2 301 19. 88 37.1 302 19. 88 37 .8 303A 19. 88 38 . 1 401 29. 67 27. 8 402 29. 67 28 . 1 403 29. 67 27 .8 404 29. 67 27 .4 502 39. 82 23. 9 504A 39. 82 24.2 510 39. 82 28 . 1 ' River Terrace East Builaing J Drawing Date: 7/25/2018 7/25/18 19:15 Page 5 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^ ) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) W 19. 88 47. 6 Max velocity of 28. 95 occurs in the pipe from 1A2 TO 1A3 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 J Drawing Date: 7/22018 7/25/18 19:15 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 103 TO W (PRIMARY PATH) 17 .00 0. 874 1T 0.42 12 .0 12. 0 K = 4. 90 103S 0=150 3. 00 -0.2 0.0 17 .00 0. 155 3. 42 0.5 12 .0 Vel = 9. 18 00.8175 1 67. 12 . 4 12.4 EqK = 4.83 103 C=15870 9ST 14. 0092 0.0 0 .0 12 .44 . 81. 92 7 .1 12.4 Vel = 6.72 0 .18 0. 874 1S 3. 62 19.5 19.5 1A4 C=150 1. 00 0 . 0 0. 0 See PATH 6 12 . 61 0.089 4. 62 0.4 19.5 Vel = 6. 81 8 .70 0. 874 2E 62.88 19. 9 19. 9 1A5 C=150 5T 30. 00 0.0 0 .0 See PATH 4 21.32 0.236 7S 92. 88 21.9 19. 9 Vel = 11.51 1. 101 10.28 41.8 41.8 1A6 C=150 0. 00 -4 .5 0. 0 21.32 0. 077 10.28 0.8 41.8 Vel = 7 .25 23. 68 1. 101 1T 2.59 38 .1 38 . 1 2A6 C=150 1S 6.00 0. 0 0 .0 See PATH 7 45.00 0.305 8.59 2. 6 38 .1 Vel = 15.31 17 . 99 1.394 2E 13.78 40. 8 40.8 2A7 C=150 1T 19. 00 -0.2 0 .0 See PATH 11 62. 99 0. 180 1S 32.78 5.9 40 . 8 Vel = 13.37 11. 94 1. 598 1S 7. 41 46.5 46.5 2A8 C=150 1. 00 0 .0 0 .0 See PATH 2 AND 16 74 . 93 0. 128 8 . 41 1.1 46.5 Vel = 12. 10 W 74. 93 47 .6 K = 10.86 PATH 2 FROM HYDRAULIC REFERENCE 103 TO 2A8 17 .00 0. 874 1T 0 .42 12.0 12 .0 K = 4. 90 103S 0=150 3. 00 -0 .2 0 . 0 17 . 00 0. 155 3. 42 0 .5 12. 0 Vel = 9.18 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) - River Terrace East Builaing J Drawing Date: 7/25/2018 7/25/18 19:15 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 103 TO 2A8 CONTINUED 0. 874 1S 10. 00 12 .4 12.4 EqK = 4. 83 103 0=150 1. 00 0. 0 0. 0 4 .56 0. 014 11. 00 0. 1 12.4 Vel = 2. 46 17. 10 0. 874 1E 16. 63 12.5 12 .5 EqK = 4. 83 101 0=150 1T 8 . 00 0. 0 0. 0 21. 66 0.243 1S 24. 63 6.0 12.5 Vel = 11.70 10. 83 0. 874 1T 5. 60 18.5 18 .5 1A1 C=150 1S 4. 00 0. 0 0. 0 See PATH 3 32.50 0.514 9. 60 4. 9 18 .5 Vel = 17.55 21.12 0. 874 1E 1.29 23.5 23.5 1A3 C=150 4. 00 0 .0 0. 0 See PATH 5 53. 61 1.298 5.29 6. 9 23.5 Vel = 28. 95 1. 101 10.28 30.3 30 .3 1A2 C=150 0. 00 -4.5 0. 0 53. 61 0. 422 10.28 4 .3 30.3 Vel = 18.24 -23. 68 1. 101 1E 5.30 30.2 30 .2 2A5 C=150 1T 10. 00 0.0 0. 0 See PATH 7 29. 93 0. 143 15. 30 2.2 30 .2 Vel = 10. 18 -6. 84 1. 101 2T 5. 62 32 .4 32. 4 2A2 C=150 10. 00 0.0 0. 0 See PATH 11 23. 09 0. 089 15. 62 1.4 32. 4 Vel = 7. 86 -11. 15 0. 874 5E 15.23 33. 8 33. 8 2A3 C=150 1T 28. 00 -0.2 0.0 See PATH 14 11. 94 0. 081 3S 43.23 3.5 33. 8 Vel = 6. 45 0. 874 1S 8. 05 37 . 1 37. 1 301 0=150 1. 00 0. 0 0.0 11. 94 0. 081 9. 05 0 .7 37. 1 Vel = 6. 45 0. 874 iT 1. 03 37 .8 37. 8 302 0=150 3. 00 0. 0 0 .0 11. 94 0. 081 4. 03 0.3 37. 8 Vel = 6. 45 0. 874 3E 48 . 94 38.1 38 . 1 303A 0=150 1T 18. 00 0.2 0 .0 11. 94 0. 081 3S 66. 94 5. 4 38 . 1 Vel = 6. 45 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building J Drawing Date: 7/25/2018 7/25/18 19:15 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 103 TO 2A8 CONTINUED -5.38 0. 874 2E 92.21 43.7 43.7 2A1 C=150 11S 19. 00 -0.2 0 .0 See PATH 16 6.56 0. 027 111.21 3. 0 43.7 Vel = 3.54 2A8 6.56 46.5 K = 0 . 96 17 .10 0. 874 1T 0. 42 12.2 12.2 K = 4. 90 101S 0=150 3. 00 -0.2 0 .0 17. 10 0. 157 3. 42 0.5 12 .2 Vel = 9.23 101 17 .10 12.5 K = 4. 83 PATH 3 FROM HYDRAULIC REFERENCE 102 TO 1A1 19.53 0. 874 1T 0. 42 15. 9 15. 9 K = 4. 90 1025 0=150 3. 00 -0.2 0. 0 19.53 0.201 3. 42 0.7 15 . 9 Vel = 10 .55 0. 874 2E 16. 46 16.4 16.4 EqK = 4. 82 102 C=150 2T 15. 00 0.0 0 .0 10. 83 0. 067 1S 31. 46 2. 1 16.4 Vel = 5. 85 1A1 10.83 18.5 K = 2.52 PATH 4 FROM HYDRAULIC REFERENCE 102 TO 1A5 19.53 0.874 1T_ 0. 42 15. 9 15. 9 K = 4. 90 102S 0=150 3. 00 -0 .2 0.0 19.53 0.201 3. 42 0.7 15. 9 Vel = 10.55 0. 874 1T 66. 47 16. 4 16.4 EqK = 4. 82 102 0=150 9S 12. 00 0.0 0. 0 8 .70 0.045 78. 47 3.5 16.4 Vel = 4 .70 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ' River Terrace East Building J Erawing Late: 7/25/2018 7/25/18 19:15 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 1A5 8.70 19. 9 K = 1. 95 PATH 5 FROM HYDRAULIC REFERENCE 104 TO 1A3 21.29 0. 874 1T 0.42 18 . 9 18 . 9 K = 4. 90 104S C=150 3. 00 -0.2 0 .0 21.29 0.235 3. 42 0. 8 18 . 9 Vel = 11.50 0. 874 1T 14. 03 19.5 19.5 EqK = 4. 82 104 C=150 3. 00 0. 0 0. 0 21. 12 0.232 17. 03 3. 9 19.5 Vel = 11.40 1A3 21. 12 23.5 K = 4 . 36 PATH 6 FROM HYDRAULIC REFERENCE 104 TO 1A4 21.29 0. 874 1T 0. 42 18 . 9 18 . 9 K = 4. 90 104S C=150 3. 00 -0.2 0 .0 21.29 0.235 3.42 0. 8 18 . 9 Vel = 11.50 0. 874 1T 58 . 92 19.5 19.5 EqK = 4 . 82 104 C=150 2C 14. 00 0.0 0. 0 0. 18 0. 000 9S 72. 92 0. 0 19.5 Vel = 0. 10 1A4 0•.18 19.5 K = 0. 04 PATH 7 FROM HYDRAULIC REFERENCE 2A5 TO 2A6 23. 68 1. 101 1S 10. 16 30.2 30.2 2A5 C=150 1. 00 -4. 4 0.0 See PATH 2 23. 68 0. 093 11. 16 1. 0 30.2 Vel = 8. 06 -10 .24 0. 874 1T 1.29 26. 8 26. 8 3A1 C=150 3. 00 0 . 0 0 .0 See PATH 8 13.45 0. 101 4.29 0. 4 26. 8 Vel = 7.26 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing J Drawing Date: 7/25/2018 7/25/18 19:15 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 7 FROM HYDRAULIC REFERENCE 2A5 TO 2A6 CONTINUED -3. 95 0. 874 1T 4.59 27 .2 27 .2 3A2 C=150 1S 4. 00 0. 0 0 .0 See PATH 9 9.50 0. 053 8 .59 0.5 27.2 Vel = 5. 13 -2 .22 0. 874 2T 4. 00 27 .7 27.7 3A9 C=150 6. 00 0.0 0 .0 See PATH 10 7 .28 0. 032 10. 00 0.3 27 .7 Vel = 3. 93 -2.40 0. 874 7E 78 . 82 28. 0 28 .0 3A6 C=150 3T 46. 00 0.0 0. 0 See PATH 12 4. 88 0. 015 9S 124. 82 1.9 28 . 0 Vel = 2. 64 -2 .12 0. 874 1T 75. 12 29. 9 29.9 3A7 C=150 11S 14. 00 0.0 0 .0 See PATH 15 2.76 0. 005 89. 12 0.5 29. 9 Vel = 1.49 2. 12 0. 874 1T 13. 83 30 .4 30.4 3A5 C=150 2S 5. 00 0 .0 0. 0 See PATH 15 4 . 88 0. 015 18. 83 0.3 30 . 4 Vel = 2. 64 8 .57 0. 874 1E 12.58 30.7 30.7 3A4 C=150 1T 8. 00 0 .0 0. 0 See PATH 9 13.45 0. 101 1S 20.58 2 .1 30 .7 Vel = 7 .26 10 .24 1. 101 10. 16 32. 8 32 .8 3A10 C=150 0. 00 4 .4 0.0 See PATH 8 23. 68 0. 093 10. 16 0 . 9 32. 8 Vel = 8. 06 2A6 23. 68 38 .1 K = 3. 84 PATH 8 FROM HYDRAULIC REFERENCE 3A1 TO 3A10 10.24 1. 101 1E 10. 16 26.8 26. 8 3A1 C=150 1S 6. 00 -4.4 0 .0 See PATH 7 10 .24 0. 020 16. 16 0.3 26.8 Vel = 3.48 1. 101 1E 3. 81 22 .7 22 .7 4A2 C=150 5. 00 0.0 0 .0 10 .24 0. 020 8 . 81 0.2 22.7 Vel = 3.48 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing J Drawing Eate: 7/25/2018 7/25/18 19:15 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 3A1 TO 3A10 CONTINUED 0. 874 2T 6. 01 22. 9 22. 9 4A1 C=150 1S 7. 00 0 .0 0 .0 10 .24 0. 061 13. 01 0. 8 22. 9 Vel = 5.53 -4 .81 0. 874 2S 9.53 23.7 23.7 4A4 C=150 2. 00 0 .0 0. 0 See PATH 13 5. 43 0. 019 11. 53 0.2 23.7 Vel = 2. 93 0. 874 3S 14. 47 23. 9 23. 9 502 0=150 3. 00 0. 0 0. 0 5.43 0. 019 17. 47 0.3 23. 9 Vel = 2. 93 0. 874 2T 100. 99 24 .2 24.2 504A 0=150 20S 26. 00 0. 0 0. 0 5.43 0. 019 126. 99 2.4 24.2 Vel = 2. 93 4 .81 0. 874 2E 11. 62 26.6 26. 6 4A3 C=150 1T 12. 00 0.0 0.0 See PATH 13 10 .24 0. 061 1S 23. 62 1. 4 26. 6 Vel = 5.53 1. 101 0.49 28 . 1 28 . 1 510 0=150 0. 00 0.0 0 .0 10 .24 0. 020 0. 49 0. 0 28 . 1 Vel = 3.48 1. 101 1E 10. 16 28 . 1 28 . 1 4A5 0=150 1S 6. 00 4 .4 0 .0 10.24 0. 020 16. 16 0.3 28 . 1 Vel = 3.48 3A10 10 .24 32. 8 K = 1.79 PATH 9 FROM HYDRAULIC REFERENCE 3A2 TO 3A4 3. 95 0. 874 1T 13. 70 27.2 27.2 3A2 C=150 1S 4. 00 0 .0 0. 0 See PATH 7 3. 95 0. 010 17. 70 0.2 27.2 Vel = 2. 14 0. 874 2C 58.52 27.4 27.4 404 0=150 4S 6. 00 0. 0 0. 0 3. 95 0. 010 64. 52 0.7 27 .4 Vel = 2. 14 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing J Drawing Date: 7/25/2018 7/25/18 19:15 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 3A2 TO 3A4 CONTINUED 2 .22 0. 874 1E 8. 65 28 .1 28 . 1 3A8 C=150 2S 6. 00 0.0 0 .0 See PATH 10 6. 17 0. 024 14. 65 0.3 28 . 1 Vel = 3.33 2 .40 0. 874 1T 42. 82 28 .5 28 .5 3A3 C=150 6S 9. 00 0. 0 0 .0 See PATH 12 8 .57 0. 044 51. 82 2 .3 28 .5 Vel = 4. 63 3A4 8 .57 30.7 K = 1.55 PATH 10 FROM HYDRAULIC REFERENCE 3A9 TO 3A8 2.22 0. 874 2T 16.70 27 .7 27.7 3A9 C=150 2S 8. 00 0 .0 0. 0 See PATH 7 2 .22 0. 004 24.70 0. 1 27 .7 Vel = 1.20 0. 874 1S 8 .28 27 .8 27. 8 401 0=150 1. 00 0.0 0 . 0 2.22 0.004 9.28 0. 0 27 .8 Vel = 1.20 0. 874 2T 67. 00 27 .8 27.8 403 0=150 10 12. 00 0. 0 0 .0 2.22 0. 004 5S 79. 00 0 .3 27 . 8 Vel = 1.20 3A8 2.22 28 .1 K = 0. 42 PATH 11 FROM HYDRAULIC REFERENCE 2A2 TO 2A7 x.84_ -0.8_7_4_ 1E 14. 87 32 .4 32•4 2A2 C=150 iT 11. 00 0 .0 0. 0 See PATH 2 6.84 0.029 2S 25.87 0.7 32 .4 Vel = 3. 69 0. 874 1S 8.52 33.1 33. 1 201 0=150 1. 00 0.0 0 .0 6. 84 0. 029 9.52 0 .3 33. 1 Vel = 3. 69 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building J Drawing Date: 7/25/2018 7/25/18 19:15 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 2A2 TO 2A7 CONTINUED 0. 874 1E 7S 73. 03 33.4 33.4 203 0=150 iT 15. 00 0 .0 0 .0 6.84 0. 029 10 88 . 03 2.5 33.4 Vel = 3. 69 11. 15 1. 101 4E 54.28 35. 9 35. 9 2A4 C=150 1T 32. 00 0 .0 0 .0 See PATH 14 17 . 99 0. 056 7S 86.28 4 . 8 35. 9 Vel = 6. 12 2A7 17. 99 40. 8 K = 2. 82 PATH 12 FROM HYDRAULIC REFERENCE 3A6 TO 3A3 2 .40 0. 874 2E 11. 44 28 . 0 28. 0 3A6 C=150 2S 10. 00 0 .0 0. 0 See PATH 7 2. 40 0. 004 21. 44 0. 1 28. 0 Vel = 1.29 0. 874 1T 70.78 28 . 1 28. 1 402 0=150 9S 12. 00 0.0 0. 0 2 .40 0. 004 82.78 0.3 28. 1 Vel = 1.29 3A3 2.40 28 .5 K = 0. 45 PATH 13 FROM HYDRAULIC REFERENCE 4A4 TO 4A3 4 .81 0. 874 2E 150.59 23.7 23.7 4A4 C=150 4T 45. 00 0. 0 0. 0 See PATH 8 4 .81 0.015 25S 195.59 2 . 9 23.7 Vel = 2.59 4A3 4. 81 26. 6 K = 0. 93 PATH 14 FROM HYDRAULIC REFERENCE 2A3 TO 2A4 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing J Drawing Date: 7/25/2018 7/25/18 19:15 ' 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 2A3 TO 2A4 CONTINUED 11. 15 1. 101 1S 11.24 33.8 33.8 2A3 C=150 1. 00 0.0 0.0 See PATH 2 11.15 0. 023 12.24 0.3 33. 8 Vel = 3.79 1. 101 2S 6. 16 34 .1 34. 1 202 0=150 2. 00 0. 0 0. 0 11. 15 0. 023 8. 16 0.2 34 .1 Vel = 3.79 1. 101 12S 61. 41 34 .2 34.2 204A 0=150 12. 00 0. 0 0. 0 11.15 0. 023 73. 41 1.7 34 .2 Vel = 3.79 2A4 11.15 35. 9 K = 1. 86 PATH 15 FROM HYDRAULIC REFERENCE 3A7 TO 3A5 2 . 12 0. 874 3E 109. 69 29. 9 29. 9 3A7 C=150 4T 36. 00 0. 0 0 .0 See PATH 7 2 . 12 0. 003 12S 145. 69 0 .5 29. 9 Vel = 1. 14 3A5 2.12 30 . 4 K = 0.38 PATH 16 FROM HYDRAULIC REFERENCE 2A1 TO 2A8 5.38 0. 874 6E 120.21 43.7 43.7 2A1 C=150 2T 40. 00 -0.2 0. 0 See PATH 2 5.38 0. 018 10S 160.21 3. 0 43.7 Vel = 2. 91 2A8 5.38 46.5 K = 0.79 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: 64.2 psi In: 0 gpm , 13191 SW 169th Ave Resid. Pres: 100.0 psi Sys Flow: 75 gpm Out: 0 gpm Tigard, Oregon Flow: 1405 gpm Sys+Hose: 75 gpm Remote Area: 1 Date: 4/4/2018 Safety Pres: 38.5 psi Loc: 17051 SW Appledale Rd Hd Ely Pres: -4.8 psi 140 120 ` Supply 100 80 P S • 60 40 20 100 150 200 250 300 350 400 450 500 Flow (gpm)