Loading...
Report (140) River Terrace East Builaing J Drawing Date: 7/25/2018 7/25/18 19: 6 HYDRAULIC DESIGN INFORMATION SHEETREC Job Name: River Terrace East Building J SEP 2 4 2018 Location: 13191 SW 169th Ave Tigard, Oregon I�Y I�E Drawing Date: 7/25/2018 Remote Area NumbeB`)ILDING DIVISION Contractor: Jet Fire Protection Telephone:503-588-5262 1935 Silverton RD NE Salem, OR 97301 Designer: Terry Paige, NICET III Calculated By:SprinkCAD OFFICtCOPY 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 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 I Temperature Rating: 155 CALCULATION SUMMARY 4 Flowing Outlets gpm Required: 74.4 psi Required: 66.1 @ 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 . co �\ GINEF, kti / 5i . 9P: /�:/i'/ tI Go 1111 ,94!Y15 *"b 44/ ckLYNN S ' I EXPIRES: 06-30-2020 River Terrace East Builaing J Drawing Eate: 7/25/2018 7/25/18 19: 6 ` HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 4 74 49.6 psi 1 1-1/2" CPVC 90 Ell 7 ' 120 1. 610 74 1. 8 Total Loss for TO SYSTEM 1.8 psi 1 Pipe l'" PVx15 6' 150 1.598 74 0. 8 1 Pipe l'" 40x21 1' 120 1. 610 74 0.2 1 1 " Thrd Butterfly Valve Victaul 1' 120 1. 610 74 0.2 1 Pipe 1 " 40x21 1' 120 1. 610 74 0. 1 1 lw" Thrd Check Valve Generic NFPA 9' 120 1. 610 74 1.7 1 Pipe 1W' 40x21 1' 120 1. 610 74 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 74 63.1 psi 1 Pipe 4" G4x21 18 ' 120 4. 026 74 0. 0 1 Pipe 4" PVx20 2 ' 150 4 .230 74 0. 0 1 Pipe 6" PVx20 48 ' 150 6. 090 74 0. 0 1 Pipe 8" DIxl8 Cl 350 4 ' 140 8 . 488 74 0. 0 Elevation Change 7' 0" 3.0 Total Loss for THRU UNDG 3.1 psi Hydr Ref POC Required at CITY CONN 74 66.1 psi Water Source102.7 psi static, 98 .7 psi residual @ 1405 gpm 74 gpm 102.7 psi SAFETY PRESSURE 36.5 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 66.1 psi This is a safety margin of 36.5 psi or 36 % of Supply Maximum Water Velocity is 26.4 fps • River Terrace East Builaing J Drawing Date: 7/25/2018 7/25/18 19: 6 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: 6 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 38 . 6 1A2 9.23 38.1 1A3 9.23 38 .4 1A4 9.23 39.2 1A5 9.23 39. 4 1A6 9.23 44 .4 2A1 19.51 45. 9 2A2 19. 51 35.4 2A3 19.51 36.7 2A4 19.51 38 . 6 2A5 19.51 33.4 2A6 19.51 40. 1 2A7 19. 51 42. 8 2A8 19. 88 48.5 3A1 29. 67 26.8 3A2 29. 67 22. 1 3A3 29. 67 19. 0 3A4 29. 67 26. 8 3A5 29. 67 25. 9 3A6 29. 67 18 .8 3A7 29. 67 24.5 3A8 29. 67 18 . 0 3A9 29. 67 18 . 9 3A10 29. 67 33. 6 4A1 39. 82 22. 9 4A2 39. 82 22.7 4A3 39. 82 27 .1 4A4 39. 82 23. 8 4A5 39. 82 28 . 8 101 9.23 38 .7 102 9.23 38 .8 103 9.23 38 . 8 104 9.23 38 .5 201 19.51 36.1 202 19.51 36. 9 203 19. 51 36.3 204A 19.51 37 .1 301 19. 88 39. 8 302 19. 88 40.4 303A 19.88 40 .7 401 29. 67 12. 6 401S 29.25 4. 90 12.2 17. 1 17. 0 0. 05 402 29. 67 16.8 4025 29.25 4. 90 16.3 19.8 17 . 0 0. 06 403 29. 67 12.4 4035 29.25 4. 90 12. 0 17. 0 17 . 0 0 . 05 404 29. 67 18 .0 404S 29.25 4. 90 17.5 20.5 17 . 0 0. 06 502 39. 82 24. 1 504A 39. 82 24 . 4 510 39.82 28 .8 River Terrace East Builaing J Drawing Date: 7/25/2018 7/25/18 19: 6 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 49. 6 Max velocity of 26. 40 occurs in the pipe from 3A1 TO 3A2 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 Erawing Eate: 7/25/2018 7/25/18 19: 6 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 403 TO W (PRIMARY PATH) 17.00 0. 874 1T 0.42 12.0 12 .0 K = 4. 90 403S 0=150 3. 00 -0.2 0.0 17.00 0. 155 3.42 0.5 12 .0 Vel = 9. 18 0. 874 1T 67. 00 12.4 12 .4 EqK = 4. 83 403 0=150 10 9. 00 0.0 0 .0 11.34 0. 073 5S 76. 00 5. 6 12 .4 Vel = 6. 13 -1. 16 0. 874 1E 8. 65 18 .0 18 . 0 3A8 C=150 1T 9. 00 0. 0 0. 0 See PATH 6 10.19 0. 060 2S 17. 65 1. 1 18 . 0 Vel = 5. 50 6.51 0. 874 1T 42. 82 19. 0 19.0 3A3 C=150 6S 9. 00 0.0 0.0 See PATH 4 16.70 0. 150 51. 82 7.8 19.0 Vel = 9. 02 8 . 82 0. 874 1E 12.58 26.8 26.8 3A4 C=150 1T 8. 00 0 . 0 0. 0 See PATH 3 25.52 0. 329 1S 20.58 6.8 26. 8 Vel = 13.78 11.00 1. 101 10. 16 33. 6 33. 6 3A10 C=150 0. 00 4 . 4 0. 0 See PATH 9 36.51 0.207 10. 16 2. 1 33. 6 Vel = 12.42 9.59 1. 101 1T 2.59 40. 1 40. 1 2A6 C=150 1S 6. 00 0.0 0. 0 See PATH 11 46.11 0.319 8.59 2.7 40. 1 Vel = 15. 69 16.80 1.394 2E 13.78 42. 8 42. 8 2A7 C=150 1T 19. 00 -0.2 0. 0 See PATH 14 62.90 0. 180 1S 32.78 5. 9 42.8 Vel = 13.35 11.50 1.598 1S 7.41 48 .5 48 .5 2A8 C=150 1.00 0. 0 0.0 See PATH 2 AND 16 74.41 0. 126 8.41 1. 1 48 .5 Vel = 12. 02 W 74.41 49. 6 K = 10.56 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ' River Terrace East Builaing J Drawing Date: 7/25/2018 7/25/18 19: 6 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 2 FROM HYDRAULIC REFERENCE 403 TO 2A8 17 .00 0. 874 iT 0.42 12. 0 12. 0 K = 4. 90 403S 0=150 3. 00 -0 .2 0. 0 17. 00 0. 155 3. 42 0 .5 12 .0 Vel = 9. 18 0. 874 1S 8.28 12 .4 12.4 EqK = 4. 83 403 0=150 1. 00 0 .0 0 .0 5. 66 0. 020 9.28 0.2 12. 4 Vel = 3. 05 17. 13 0.874 2T 16.70 12 . 6 12 . 6 EqK = 4. 83 401 0=150 1S 7. 00 0. 0 0. 0 22.78 0.267 23.70 6.3 12. 6 Vel = 12.30 4. 47 0. 874 1T 4. 59 18 . 9 18. 9 3A9 C=150 1S 4. 00 0 .0 0.0 See PATH 7 27.25 0.371 8.59 3.2 18. 9 Vel = 14.72 21. 63 0. 874 1T 1.29 22 .1 22.1 3A2 C=150 3. 00 0. 0 0. 0 See PATH 5 48. 89 1. 095 4.29 4 .7 22. 1 Vel = 26. 40 -11.00 1. 101 10. 16 26. 8 26. 8 3A1 C=150 0. 00 4 .4 0. 0 See PATH 9 37. 89 0.222 10. 16 2 .3 26.8 Vel = 12. 89 -9.59 1. 101 1E 5.30 33.4 33.4 2A5 C=150 1T 10. 00 0 .0 0.0 See PATH 11 28 .30 0. 129 15.30 2. 0 33. 4 Vel = 9. 63 -6.41 1. 101 2T 5. 62 35.4 35.4 2A2 C=150 10. 00 0. 0 0. 0 See PATH 14 21. 89 0. 080 15. 62 1.3 35.4 Vel = 7. 45 -10 .38 0. 874 5E 15.23 36.7 36.7 2A3 C=150 1T 28. 00 -0 .2 0. 0 See PATH 15 11.50 0. 075 3S 43.23 3.3 36.7 Vel = 6.21 0. 874 1S 8. 05 39. 8 39. 8 301 0=150 1. 00 0. 0 0 .0 11.50 0. 075 9. 05 0.7 39. 8 Vel = 6.21 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing J Drawing Date: 7/25/2018 7/25/18 19: 6 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 403 TO 2A8 CONTINUED 0. 874 iT 1. 03 40.4 40 .4 302 0=150 3. 00 0.0 0 .0 11.50 0. 075 4. 03 0.3 40 .4 Vel = 6.21 0. 874 3E 48 . 94 40.7 40 .7 303A 0=150 1T 18 . 00 0.2 0 . 0 11.50 0. 075 3S 66. 94 5. 0 40.7 Vel = 6.21 -5. 19 0. 874 2E 92.21 45. 9 45. 9 2A1 C=150 11S 19. 00 -0 .2 0. 0 See PATH 16 6.32 0. 025 111.21 2 .8 45. 9 Vel = 3.41 2A8 6.32 48 .5 K = 0. 91 17 . 13 0. 874 1T 0. 42 12 .2 12 .2 K = 4. 90 401S 0=150 3. 00 -0 .2 0 .0 17 .13 0. 157 3. 42 0 .5 12 .2 Vel = 9.25 401 17 .13 12. 6 K = 4.83 PATH 3 FROM HYDRAULIC REFERENCE 402 TO 3A4 19. 80 0. 874 1T 0. 42 16.3 16.3 K = 4. 90 402S 0=150 3. 00 -0.2 0 .0 1 19.80 0.206 3.42 0.7 16.3 Vel = 10. 69 0. 874 2E 11.44 16.8 16. 8 EqK = 4.82 402 0=150 8 . 00 0.0 0. 0 13.29 0. 098 19. 44 1.9 - - 16.8 Vel = 7.18 -4.47 0.874 7E 78. 82 18 .8 18 .8 3A6 C=150 3T 46.00 0 .0 0 .0 See PATH 7 8. 82 0. 046 9S 124. 82 5.7 18 .8 Vel = 4.76 -3.83 0. 874 1T 75. 12 24.5 24 .5 3A7 C=150 11S 14. 00 0.0 0. 0 See PATH 8 4. 99 0. 016 89. 12 1.4 24.5 Vel = 2. 69 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) " River Terrace East Builaing J Drawing Late: 7/25/2018 7/25/18 19: 6 Tyco Fire Products Page 9 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 3 FROM HYDRAULIC REFERENCE 402 TO 3A4 CONTINUED 3.83 0. 874 1T 13. 83 25. 9 25. 9 3A5 C=150 2S 5.00 0. 0 0. 0 See PATH 8 8 .82 0. 046 18. 83 0. 9 25. 9 Vel = 4. 76 3A4 8 . 82 26.8 K = 1.70 PATH 4 FROM HYDRAULIC REFERENCE 402 TO 3A3 19. 80 0. 874 1T 0.42 16.3 16.3 K = 4. 90 402S C=150 3. 00 -0.2 0. 0 19. 80 0.206 3.42 0.7 16.3 Vel = 10. 69 0. 874 1T 70.78 16.8 16.8 EqK = 4. 82 402 C=150 9S 12. 00 0 . 0 0. 0 6.51 0. 026 82.78 2.2 16.8 Vel = 3. 52 3A3 6.51 19.0 K = 1. 49 PATH 5 FROM HYDRAULIC REFERENCE 404 TO 3A2 20.48 0.874 1T 0.42 17.5 17 .5 K = 4. 90 404S C=150 3. 00 -0.2 0. 0 20.48 0.219 3.42 0.7 17 .5 Vel = 11. 06 0. 874 1T 13.70 18 . 0 18 .0 EqK = 4. 82 404 C=150 3. 00 0. 0 0. 0 21. 63 0.242 16.70 4. 0 18 .0 Vel = 11. 68 3A2 21. 63 22.1 K = 4. 60 PATH 6 FROM HYDRAULIC REFERENCE 3A8 TO 404 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing J Drawing Date: 7/25/2018 7/25/18 19: 6 ` Tyco Fire Products Page 10 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 6 FROM HYDRAULIC REFERENCE 3A8 TO 404 CONTINUED 1. 16 0. 874 1T 58 .52 18 . 0 18 .0 3A8 C=150 2C 9. 00 0 .0 0. 0 See PATH 1 1.16 0. 001 4S 67 .52 0.1 18 . 0 Vel = 0. 62 404 1. 16 18 .0 K = 0.27 20 .48 0 .874 1T 0.42 17.5 17 .5 K = 4. 90 4045 C=150 3. 00 -0 .2 0.0 20. 48 0.219 3. 42 0 .7 17.5 Vel = 11. 06 404 20 .48 18 . 0 K = 4. 82 PATH 7 FROM HYDRAULIC REFERENCE 3A6 TO 3A9 4 .47 0. 874 2T 4. 00 18 .8 18 . 8 3A6 C=150 6. 00 0.0 0 .0 See PATH 3 4 .47 0.013 10. 00 0. 1 18 .8 Vel = 2. 41 3A9 4 .47 18 . 9 K = 1. 03 PATH 8 FROM HYDRAULIC REFERENCE 3A7 TO 3A5 3. 83 0. 874 3E 109. 69 24 .5 24.5 3A7 C=150 4T 36. 00 0.0 0 .0 See PATH 3 3.83 0.010 12S 145. 69 1.4 24.5 Vel = 2. 07 3A5 3.83 25. 9 K = 0.75 PATH 9 FROM HYDRAULIC REFERENCE 3A1 TO 3A10 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) • River Terrace East Builaing J Drawing Date: 7/25/2018 7/25/18 19: 6 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 9 FROM HYDRAULIC REFERENCE 3A1 TO 3A10 CONTINUED 11.00 1. 101 1E 10. 16 26.8 26.8 3A1 C=150 5. 00 -4.4 0 .0 See PATH 2 11.00 0. 022 15. 16 0 .3 26. 8 Vel = 3.74 1. 101 1E 3. 81 22 .7 22.7 4A2 C=150 5. 00 0. 0 0.0 11.00 0. 022 8. 81 0.2 22 .7 Vel = 3.74 0. 874 2T 6. 01 22 . 9 22. 9 4A1 0=150 1S 7. 00 0 .0 0. 0 11.00 0. 069 13. 01 0. 9 22. 9 Vel = 5. 94 -5. 16 0. 874 2S 9.53 23. 8 23. 8 4A4 C=150 2. 00 0 .0 0. 0 See PATH 10 5.83 0. 021 11.53 0.2 23. 8 Vel = 3. 15 0. 874 3S 14.47 24 . 1 24 .1 502 0=150 3. 00 0 .0 0. 0 5.83 0. 021 17. 47 0 .4 24. 1 Vel = 3. 15 0. 874 2T 100. 99 24. 4 24.4 504A 0=150 20S 26. 00 0. 0 0.0 5. 83 0. 021 126. 99 2 .7 24 .4 Vel = 3. 15 5.16 0. 874 2E 11. 62 27 .1 27. 1 4A3 C=150 1T 12. 00 0. 0 0. 0 See PATH 10 11. 00 0. 069 1S 23. 62 1. 6 27.1 Vel = 5. 94 1. 101 0. 49 28 .8 28 . 8 510 0=150 0. 00 0.0 0. 0 11.00 0. 022 0. 49 0. 0 28 . 8 Vel = 3.74 1. 101 1E 10. 16 28 . 8 28 .8 4A5 0=150 1S 6. 00 4 .4 0 . 0 11.00 0. 022 16. 16 0 .4 28. 8 Vel = 3.74 3A10 11. 00 33. 6 K = 1. 90 PATH 10 FROM HYDRAULIC REFERENCE 4A4 TO 4A3 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing J Drawing Date: 7/25/2018 7/25/18 19: 6 ` Tyco Fire Products Page 12 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 4A4 TO 4A3 CONTINUED 5.16 0. 874 2E 150.59 23.8 23. 8 4A4 C=150 4T 45. 00 0.0 0. 0 See PATH 9 5.16 0. 017 25S 195.59 3.3 23. 8 Vel = 2.79 4A3 5. 16 27 . 1 K = 0. 99 PATH 11 FROM HYDRAULIC REFERENCE 2A5 TO 2A6 9.59 1. 101 1S 10.28 33.4 33. 4 2A5 C=150 1. 00 4 .5 0. 0 See PATH 2 9.59 0. 017 11.28 0 .2 33.4 Vel = 3.26 0. 874 1E 1.29 38. 1 38 . 1 1A2 C=150 4. 00 0. 0 0 .0 9.59 0. 054 5.29 0.3 38 .1 Vel = 5. 18 -3.76 0. 874 iT 5. 60 38 .4 38 .4 1A3 C=150 1S 4 . 00 0.0 0 .0 See PATH 12 5.83 0. 021 9. 60 0.2 38 .4 Vel = 3. 15 -2 . 64 0. 874 2E 16.46 38 . 6 38 . 6 1A1 C=150 2T 16.00 0.0 0.0 See PATH 13 3.19 0. 007 2S 32.46 0.2 38. 6 Vel = 1.72 0. 874 1T 66.47 38 .8 38 .8 102 C=150 9S 12. 00 0.0 0.0 3.19 0. 007 78 . 47 0. 6 38 . 8 Vel = 1.72 6.40 0. 874 2E 62. 88 39.4 39. 4 lA5 C=150 5T 30. 00 0.0 0. 0 See PATH 12 9.59 0. 054 7S 92.88 5.0 39. 4 Vel = 5.18 1. 101 10.28 44 .4 44. 4 1A6 C=150 0. 00 -4 .5 0.0 9.59 0. 017 10.28 0.2 44.4 Vel = 3.26 2A6 9.59 40.1 K = 1.52 PATH 12 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: 6 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 1A3 TO 1A5 CONTINUED 3.76 0. 874 1T 14. 03 38 .4 38.4 1A3 C=150 1S 4. 00 0. 0 0.0 See PATH li 3.76 0. 010 18. 03 0.2 38.4 Vel = 2. 03 0. 874 2C 58. 92 38 .5 38.5 104 C=150 4S 6. 00 0 .0 0. 0 3.76 0. 010 64. 92 0. 6 38 .5 Vel = 2. 03 2 . 64 0. 874 iT 3. 62 39.2 39.2 1A4 C=150 1S 4. 00 0 .0 0. 0 See PATH 13 6.40 0. 025 7. 62 0.2 39.2 Vel = 3. 46 lA5 6.40 39.4 K = 1. 02 PATH 13 FROM HYDRAULIC REFERENCE 1A1 TO 1A4 2. 64 0. 874 lE 16. 63 38 . 6 38. 6 1A1 C=150 1T 9. 00 0. 0 0.0 See PATH 11 2. 64 0.005 2S 25. 63 0 . 1 38.6 Vel = 1. 42 0. 874 1S 10. 00 38 .7 38.7 101 0=150 1. 00 0. 0 0.0 2 . 64 0.005 11. 00 0. 1 38 .7 Vel = 1. 42 0. 874 2T 67. 92 38 . 8 38 . 8 103 0=150 8S 14. 00 0. 0 0. 0 2. 64 0.005 81. 92 0. 4 38 .8 Vel = 1. 42 1A4 2. 64 39.2 K = 0.42 PATH 14 FROM HYDRAULIC REFERENCE 2A2 TO 2A7 6.41 0. 874 1E 14. 87 35.4 35.4 2A2 C=150 1T 11. 00 0. 0 0 .0 See PATH 2 6.41 0. 026 2S 25. 87 0.7 35.4 Vel = 3. 46 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing J Drawing Date: 7/25/2018 7/25/18 19: 6 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 14 FROM HYDRAULIC REFERENCE 2A2 TO 2A7 CONTINUED 0.874 1S 8 .52 36. 1 36.1 201 0=150 1. 00 0 .0 0.0 6.41 0. 026 9.52 0 .2 36. 1 Vel = 3.46 0. 874 1E 7S 73. 03 36.3 36.3 203 0=150 1T 15. 00 0. 0 0.0 6. 41 0. 026 10 88. 03 2.2 36.3 Vel = 3. 46 10.38 1. 101 4E 54.28 38 . 6 38. 6 2A4 C=150 1T 32. 00 0. 0 0 .0 See PATH 15 16. 80 0.049 7S 86.28 4.3 38 . 6 Vel = 5.72 2A7 16.80 42.8 K = 2.57 PATH 15 FROM HYDRAULIC REFERENCE 2A3 TO 2A4 10.38 1. 101 1S 11.24 36.7 36.7 2A3 C=150 1. 00 0. 0 0 .0 See PATH 2 10.38 0. 020 12.24 0 .2 36.7 Vel = 3. 53 1. 101 2S 6. 16 36. 9 36. 9 202 0=150 2. 00 0.0 0 .0 10.38 0. 020 8. 16 0.2 36. 9 Vel = 3.53 1. 101 12S 61. 41 37.1 37 .1 204A 0=150 12. 00 0. 0 0 .0 10.38 0. 020 73. 41 1.5 37 .1 Vel = 3.53 2A4 10.38 38 . 6 K = 1. 67 PATH 16 FROM HYDRAULIC REFERENCE 2A1 TO 2A8 5.19 0. 874 6E 120.21 45. 9 45. 9 2A1 C=150 2T 40. 00 -0.2 0 . 0 See PATH 2 5. 19 0. 017 10S 160.21 2. 8 45. 9 Vel = 2. 80 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ' River Terrace East Builaing J Drawing Date: 7/25/2018 7/25/18 19: 6 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 2A8 5.19 48 .5 K = 0.74 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: 66.1 psi In: 0 gpm 13191 SW 169th Ave Resid. Pres: 100.0 psi Sys Flow: 74 gpm Out: 0 gpm Tigard, Oregon Flow: 1405 gpm Sys+Hose: 74 gpm Remote Area:4 Date: 4/4/2018 Safety Pres: 36.5 psi Loc: 17051 SW Appledale Rd Hd Ely Pres: 4.1 psi 140 120 Su•pl 100 80 P S • 60 40 20 4.1 psi 100 150 200 250 300 350 400 450 500 Flow (gpm) •