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Report (138) • S a�l�- LD\?)5 (),) iqt \ C - e . • River Terrace East Builaing J Drawing Date: 7/25/2018 7/25/18 19: 7 HYDRAULIC DESIGN INFORMATION SHEETRt Job Name: River Terrace East Building JET 2018Location: 13191 SW 169th Ave Tigard, OregonitaICY Drawing Date: 7/25/2018 Remote Area NumberL�� � ®����� Contractor: Jet Fire Protection Telephone:503-588-5 2 1935 Silverton RD NE Salem, OR 97301 Designer: Terry Paige, NICET IIIFF OICE COP 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:Ordinary 1 System Type:WET Area of Sprinkler Oper. 3 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0.150 I Make: VICTAUL Area per Sprinkler 128 . 0 sq ftl Model: V36 DRY Hose Allowance Inside 0 gpm 1 K-Factor: 5. 60 Hose Allowance Outside 0 gpm I Temperature Rating: 155 CALCULATION SUMMARY 3 Flowing Outlets gpm Required: 61.1 psi Required: 64.0 @ 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: Pip PROF�cs 5A , gp:i/,�,1a1 410,1, 191/1,1 G, 111 4 e9FY YN N SJ�5( EXPIRES: 06-30-2020 River Terrace East Builaing J Drawing Date: 7/25/2018 7/25/18 19: 7 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 3 61 48. 9 psi 1 1-1/2" CPVC 90 Ell 7 ' 120 1. 610 61 1.3 Total Loss for TO SYSTEM 1.3 psi 1 Pipe 1W' PVx15 6' 150 1.598 61 0.5 1 Pipe 1W" 40x21 1' 120 1. 610 61 0. 1 1 1W" Thrd Butterfly Valve Victaul 1' 120 1. 610 61 0. 1 1 Pipe 1' " 40x21 1' 120 1. 610 61 0.1 1 1W" Thrd Check Valve Generic NFPA 9' 120 1. 610 61 1. 1 1 Pipe 1W' 40x21 1 ' 120 1. 610 61 0.1 Elevation Change 19' 11" 8. 6 Total Loss for THRU RISER 10.7 psi Hydr Ref BOR Required at AT BASE OF RISER 61 60. 9 psi 1 Pipe 4" G4x21 18 ' 120 4 . 026 61 0. 0 1 Pipe 4" PVx20 2 ' 150 4 .230 61 0. 0 1 Pipe 6" PVx20 48 ' 150 6. 090 61 0.0 1 Pipe 8" DIx18 Cl 350 4 ' 140 8 .488 61 0. 0 Elevation Change 7 ' 0" 3. 0 Total Loss for THRU UNDG 3.1 psi Hydr Ref POC Required at CITY CONN 61 64.0 psi Water Source102 .7 psi static, 98.7 psi residual @ 1405 gpm 61 gpm 102.7 psi SAFETY PRESSURE 38.7 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 64.0 psi This is a safety margin of 38.7 psi or 38 % of Supply Maximum Water Velocity is 19.2 fps ' River Terrace East Builaing J Erawing Date: 7/25/2018 7/25/18 19: 7 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: 7 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 47.4 1A2 9.23 47.2 1A3 9.23 47 .3 1A4 9.23 47 .7 1A5 9.23 47 .8 1A6 9.23 50. 1 2A1 19.51 36.2 2A2 19.51 41. 9 2A3 19. 51 40. 4 2A4 19.51 42. 8 2A5 19.51 42 . 6 2A6 19.51 45.7 2A7 19.51 46.3 2A8 19. 88 48 .2 3A1 29. 67 38 .7 3A2 29. 67 38 . 9 3A3 29. 67 39.3 3A4 29. 67 40.2 3A5 29. 67 40. 1 3A6 29. 67 39.2 3A7 29. 67 39. 9 3A8 29. 67 39.2 3A9 29. 67 39. 0 3A10 29. 67 41.0 4A1 39. 82 34 .5 4A2 39. 82 34 .4 4A3 39. 82 35. 9 4A4 39. 82 34. 8 4A5 39. 82 36. 4 101 9.23 47 .5 102 9.23 47 .5 103 9.23 47 .5 104 9.23 47.4 201 19.51 42. 1 202 19.51 40.7 203 19. 51 42 .1 204A 19.51 40.9_ 301 19. 88 14 .7 3015 19. 09 5. 60 14.5 21.3 17 . 1 0 . 19 302 19. 88 13.7 3025 19. 09 5. 60 13.5 20 . 6 18 . 9 0. 16 303 19. 88 11. 9 3035 19. 09 5. 60 11.8 19.2 19.2 0. 15 303A 19.88 13.8 401 29. 67 39. 1 402 29. 67 39.2 403 29. 67 39. 1 404 29. 67 38. 9 502 39. 82 34 . 9 504A 39. 82 35.0 510 39. 82 36.4 River Terrace East Builaing J Drawing Date: 7/25/2018 7/25/18 19: 7 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 48. 9 Max velocity of 19. 16 occurs in the pipe from 301 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 Building J Drawing Date: 7/25/2018 7/25/18 19: 7 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 303 TO W (PRIMARY PATH) 19.20 1. 049 1T 0.78 11.8 11. 8 K = 5. 60 3035 0=120 3.00 -0.3 0 .0 19.20 0 . 121 3.78 0.5 11. 8 Vel = 7.20 0. 874 1T 7 . 01 11. 9 11. 9 EqK = 5. 57 303 0=150 3. 00 0.0 0. 0 19.20 0. 194 10. 01 1. 9 11. 9 Vel = 10.37 6.45 0 .874 3E 48 . 94 13. 8 13. 8 303A C=150 1T 18. 00 0.2 0. 0 See PATH 3 25. 65 0.332 3S 66. 94 22.2 13.8 Vel = 13. 85 -11.56 0. 874 2E 92.21 36.2 36.2 2A1 C=150 11S 19. 00 -0.2 0 .0 See PATH 4 14 .08 0. 109 111.21 12 .2 36.2 Vel = 7. 61 47 .04 1.598 1S 7. 41 48.2 48 .2 2A8 C=150 1. 00 0 . 0 0 .0 See PATH 2 AND 4 61. 12 0.088 8. 41 0.7 48 .2 Vel = 9. 87 W 61. 12 48 . 9 K = 8.74 PATH 2 FROM HYDRAULIC REFERENCE 302 TO 2A8 20 . 60 1. 049 1T 0.78 13.5 13.5 K = 5. 60 3025 0=120 3. 00 -0.3 0. 0 20 . 60 0. 137 3.78 0.5 13.5 Vel = 7.72 0.874 1S 8. 05 13.7 13.7 EqK = 5.56 302 0=150 1.00 0. 0 0 .0 14.15 0. 110 9.05 1.0 13.7 Vel = 7. 64 21.32 0. 874 5E 15.23 14 .7 14 .7 EqK = 5.56 301 0=150 1T 27. 00 0.2 0. 0 35.48 0. 605 2S 42.23 25.5 14 .7 Vel = 19. 16 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) , River Terrace East Building J Drawing Date: 7/25/2018 7/25/18 19: 7 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 302 TO 2A8 CONTINUED -11.79 1. 101 2T 5. 62 40.4 40.4 2A3 C=150 10. 00 0 .0 0. 0 See PATH 5 23. 68 0. 093 15. 62 1.5 40 .4 Vel = 8 . 06 -3.35 1. 101 1E 5.30 41. 9 41. 9 2A2 C=150 5. 00 0. 0 0. 0 See PATH 6 20.33 0. 070 10.30 0.7 41. 9 Vel = 6. 92 -6.36 1. 101 1T 10. 16 42. 6 42. 6 2A5 C=150 5. 00 -4 .4 0. 0 See PATH 7 13. 97 0. 035 15. 16 0.5 42. 6 Vel = 4 .75 -6. 04 0. 874 1T 1.29 38 .7 38. 7 3A1 C=150 3. 00 0. 0 0. 0 See PATH 10 7. 93 0. 038 4.29 0.2 38.7 Vel = 4.28 -2.33 0. 874 1T 4.59 38 . 9 38 . 9 3A2 C=150 1S 4. 00 0. 0 0. 0 See PATH 11 5. 60 0. 020 8.59 0.2 38 . 9 Vel = 3. 03 -1.31 0. 874 2T 4. 00 39.0 39.0 3A9 C=150 6. 00 0. 0 0. 0 See PATH 12 4.29 0. 012 10. 00 0.1 39.0 Vel = 2. 32 -1.41 0. 874 7E 78. 82 39.2 39.2 3A6 C=150 3T 46. 00 0.0 0 .0 See PATH 13 2.88 0. 006 9S 124. 82 0.7 39.2 Vel = 1.55 -1.25 0. 874 iT 75. 12 39. 9 39. 9 3A7 C=150 11S 14. 00 0. 0 0. 0 See PATH 15 1. 63 0. 002 89. 12 0.2 39. 9 Vel = 0. 88 1.25 0. 874 1T 13. 83 40. 1 40. 1 3A5 C=150 2S 5. 00 0. 0 0.0 See PATH 15 2.88 0. 006 18. 83 0. 1 40. 1 Vel = 1.55 5. 06 0. 874 lE 12.58 40.2 40.2 3A4 C=150 1T 8. 00 0. 0 0. 0 See PATH 11 7. 93 0. 038 1S 20.58 0. 8 40.2 Vel = 4.28 6.04 1. 101 10. 16 41. 0 41. 0 3A10 C=150 0. 00 4 .4 0.0 See PATH 10 13. 97 0. 035 10. 16 0.4 41. 0 Vel = 4.75 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing J Drawing Date: 7/25/2018 7/25/18 19: 7 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 2A8 CONTINUED 6.36 1. 101 1T 2.59 45.7 45.7 2A6 C=150 1S 6. 00 0 . 0 0 .0 See PATH 7 20.33 0. 070 8 .59 0. 6 45.7 Vel = 6. 92 15.15 1.394 2E 13.78 46.3 46.3 2A7 C=150 1T 19. 00 -0.2 0 .0 See PATH 5 35.48 0. 062 1S 32.78 2. 0 46.3 Vel = 7.53 2A8 35.48 48 .2 K = 5. 11 21.32 1. 049 1T 0. 78 14.5 14 .5 K = 5. 60 301S 0=120 3. 00 -0.3 0.0 21.32 0. 146 3.78 0. 6 14.5 Vel = 7. 99 301 21.32 14.7 K = 5.56 PATH 3 FROM HYDRAULIC REFERENCE 302 TO 303A 20. 60 1. 049 1T 0.78 13.5 13.5 K = 5. 60 302S 0=120 3. 00 -0 .3 0 .0 20. 60 0.137 3.78 0.5 13.5 Vel = 7.72 0. 874 1T 1. 03 13.7 13.7 EqK = 5.56 302 0=150 3. 00 0. 0 0.0 6.45 0. 026 4. 03 0 .1 13.7 Vel = 3. 48 303A 6.45 13.8 K = 1.73 PATH 4 FROM HYDRAULIC REFERENCE 2A1 TO 2A8 11.56 0. 874 6E 120.21 36.2 36.2 2A1 C=150 2T 40. 00 -0.2 0. 0 See PATH 1 11.56 0. 076 10S 160.21 12 .2 36.2 Vel = 6.24 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) • River Terrace East Builaing J Drawing Date: 7/25/2018 7/25/18 19: 7 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 2A8 11.56 48 .2 K = 1. 67 PATH 5 FROM HYDRAULIC REFERENCE 2A3 TO 2A7 11.79 1. 101 1S 11.24 40.4 40.4 2A3 C=150 1. 00 0 .0 0 .0 See PATH 2 11.79 0. 026 12.24 0.3 40.4 Vel = 4 . 01 1. 101 2S 6. 16 40.7 40.7 202 0=150 2. 00 0 .0 0 .0 11.79 0. 026 8 . 16 0.2 40.7 Vel = 4. 01 1. 101 12S 61.41 40. 9 40. 9 204A 0=150 12. 00 0. 0 0. 0 11.79 0. 026 73.41 1. 9 40. 9 Vel = 4. 01 3.35 1. 101 4E 54 .28 42. 8 42.8 2A4 C=150 1T 32. 00 0. 0 0. 0 See PATH 6 15. 15 0. 041 7S 86.28 3.5 42.8 Vel = 5. 15 2A7 15. 15 46.3 K = 2.23 PATH 6 FROM HYDRAULIC REFERENCE 2A2 TO 2A4 3.35 0.874 1E 14. 87 41. 9 41. 9 2A2 C=150 1T 11. 00 0. 0 0.0 See PATH 2 3.35 0. 008 2S 25. 87 0.2 41. 9 Vel = 1. 81 0.874 1S 8 .52 42.1 42 .1 201 0=150 1. 00 0. 0 0. 0 3.35 0.008 9.52 0 .1 42. 1 Vel = 1. 81 0.874 1E 7S 73. 03 42 .1 42.1 203 0=150 iT 15. 00 0. 0 0. 0 3.35 0. 008 10 88 . 03 0.7 42. 1 Vel = 1. 81 2A4 3.35 42. 8 K = 0. 51 PATH 7 FROM HYDRAULIC REFERENCE 2A5 TO 2A6 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing J Drawing Date: 7/25/2018 7/25/18 19: 7 . 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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 6.36 1. 101 1T 10.28 42. 6 42. 6 2A5 C=150 5. 00 4.5 0. 0 See PATH 2 6.36 0. 008 15.28 0 .1 42 . 6 Vel = 2. 16 0. 874 1E 1.29 47.2 47.2 1A2 C=150 4. 00 0. 0 0. 0 6.36 0. 025 5.29 0 .1 47 .2 Vel = 3. 43 -2 .49 0. 874 1T 5. 60 47.3 47 .3 1A3 C=150 1S 4. 00 0.0 0. 0 See PATH 8 3.86 0. 010 9. 60 0. 1 47.3 Vel = 2. 09 -1.75 0. 874 2E 16.46 47 .4 47 .4 1A1 C=150 2T 16. 00 0.0 0. 0 See PATH 9 2 .11 0. 003 2S 32. 46 0.1 47. 4 Vel = 1. 14 0. 874 iT 66.47 47 .5 47 .5 102 0=150 9S 12. 00 0.0 0.0 2 .11 0. 003 78. 47 0.3 47.5 Vel = 1. 14 4.24 0. 874 2E 62.88 47 .8 47 .8 1A5 C=150 5T 30. 00 0.0 0. 0 See PATH 8 6.36 0. 025 7S 92. 88 2.3 47. 8 Vel = 3. 43 1. 101 10.28 50 .1 50.1 1A6 C=150 0. 00 -4.5 0. 0 6.36 0. 008 10.28 0 .1 50 . 1 Vel = 2. 16 2A6 6.36 45.7 K = 0. 94 PATH 8 FROM HYDRAULIC REFERENCE-1A3-TO1A5 2 .49 0. 874 1T 14. 03 47.3 47.3 1A3 C=150 1S 4 . 00 0 . 0 0 .0 See PATH 7 2.49 0. 004 18 . 03 0.1 47 .3 Vel = 1. 35 0. 874 2C 58 . 92 47 .4 47 . 4 104 0=150 4S 6. 00 0.0 0 .0 2 . 49 0. 004 64. 92 0.3 47.4 Vel = 1.35 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ' River Terrace East Builaing J Erawing Late: 7/25/2018 7/25/18 19: 7 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 1A3 TO 1A5 CONTINUED 1.75 0. 874 1T 3. 62 47.7 47 .7 1A4 C=150 1S 4. 00 0 .0 0. 0 See PATH 9 4.24 0. 012 7. 62 0. 1 47.7 Vel = 2.29 1A5 4 .24 47. 8 K = 0. 61 PATH 9 FROM HYDRAULIC REFERENCE 1A1 TO 1A4 1.75 0. 874 1E 16. 63 47.4 47 .4 1A1 C=150 iT 9. 00 0 .0 0. 0 See PATH 7 1.75 0. 002 2S 25. 63 0. 1 47.4 Vel = 0. 94 0. 874 1S 10. 00 47.5 47.5 101 C=150 1. 00 0 .0 0. 0 1.75 0.002 11. 00 0. 0 47.5 Vel = 0. 94 0. 874 2T 67. 92 47.5 47.5 103 C=150 8S 14. 00 0 . 0 0 . 0 1.75 0. 002 81. 92 0.2 47.5 Vel = 0. 94 1A4 1.75 47.7 K = 0.25 PATH 10 FROM HYDRAULIC REFERENCE 3A1 TO 3A10 6.04 1. 101 1E 10. 16 38 .7 38 .7 3A1 C=150 1S 6. 00 -4 .4 0.0 See PATH 2 6.04 0. 007 16. 16 0. 1 38 .7 Vel = 2. 05 1. 101 1E 3. 81 34. 4 34.4 4A2 C=150 5. 00 0. 0 0.0 6.04 0. 007 8. 81 0.1 34.4 Vel = 2. 05 0. 874 2T 6. 01 34 .5 34.5 4A1 C=150 1S 7. 00 0.0 0 .0 6. 04 0. 023 13. 01 0 .3 34.5 Vel = 3.26 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing J Drawing Date: 7/25/2018 7/25/18 19: 7 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 3A1 TO 3A10 CONTINUED -2 .83 0. 874 2S 9.53 34.8 34 . 8 4A4 C=150 2. 00 0.0 0. 0 See PATH 14 3.20 0.007 11.53 0 . 1 34 .8 Vel = 1.73 0. 874 3S 14.47 34. 9 34 . 9 502 0=150 3. 00 0.0 0. 0 3.20 0.007 17. 47 0. 1 34 . 9 Vel = 1.73 0. 874 2T 100. 99 35.0 35.0 504A 0=150 20S 26.00 0.0 0 . 0 3.20 0. 007 126. 99 0. 9 35. 0 Vel = 1.73 2.83 0.874 2E 11. 62 35. 9 35. 9 4A3 C=150 1T 12. 00 0 . 0 0.0 See PATH 14 6. 04 0. 023 1S 23. 62 0 .5 35. 9 Vel = 3.26 1. 101 0.49 36.4 36. 4 510 C=150 0. 00 0.0 0. 0 6.04 0.007 0. 49 0. 0 36. 4 Vel = 2. 05 1. 101 1E 10. 16 36.4 36. 4 4A5 0=150 1S 6. 00 4.4 0. 0 6.04 0. 007 16. 16 0. 1 36.4 Vel = 2. 05 3A10 6.04 41.0 K = 0. 94 PATH 11 FROM HYDRAULIC REFERENCE 3A2 TO 3A4 2.33 0. 874 iT 13.70 38 .9 38 . 9 3A2 C=150 1S 4. 00 0.0 0. 0 See PATH 2 2.33 0. 004 17.70 0. 1 38 . 9 Vel = 1.26 0. 874 2C 58. 52 38 .9 38 . 9 404 C=150 4S 6. 00 0.0 0. 0 2 .33 0. 004 64.52 0.3 38. 9 Vel = 1.26 1.31 0. 874 1E 8. 65 39.2 39.2 3A8 C=150 2S 6. 00 0.0 0. 0 See PATH 12 3.64 0. 009 14. 65 0. 1 39.2 Vel = 1. 97 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing J Drawing Date: 7/25/2018 7/25/18 19: 7 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 3A2 TO 3A4 CONTINUED 1.41 0. 874 1T 42. 82 39.3 39.3 3A3 C=150 6S 9. 00 0. 0 0.0 See PATH 13 5. 06 0. 016 51. 82 0 . 9 39.3 Vel = 2. 73 3A4 5. 06 40.2 K = 0. 80 PATH 12 FROM HYDRAULIC REFERENCE 3A9 TO 3A8 1.31 0. 874 2T 16.70 39.0 39. 0 3A9 C=150 2S 8. 00 0. 0 0.0 See PATH 2 1.31 0. 001 24. 70 0 .0 39. 0 Vel = 0.71 0. 874 1S 8.28 39. 1 39. 1 401 0=150 1. 00 0. 0 0 . 0 1.31 0. 001 9.28 0. 0 39. 1 Vel = 0. 71 0. 874 2T 67. 00 39. 1 39.1 403 0=150 10 12. 00 0. 0 0 . 0 1.31 0. 001 5S 79. 00 0. 1 39. 1 Vel = 0. 71 3A8 1.31 39.2 K = 0.21 PATH 13 FROM HYDRAULIC REFERENCE 3A6 TO 3A3 1.41 0. 874 2E 11. 44 39.2 39.2 3A6 C=150 2S 10. 00 0. 0 0 .0 See PATH 2 1.41 0. 002 21. 44 0. 0 39.2 Vel = 0. 76 0. 874 iT 70.78 39.2 39.2 402 0=150 9S 12. 00 0.0 0. 0 1. 41 0. 002 82. 78 0. 1 39.2 Vel = 0. 76 3A3 1. 41 39.3 K = 0.23 PATH 14 FROM HYDRAULIC REFERENCE 4A4 TO 4A3 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building J Drawing Date: 7/25/2018 7/25/18 19: 7 ` 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 4A4 TO 4A3 CONTINUED 2.83 0. 874 2E 150.59 34.8 34 .8 4A4 C=150 4T 45. 00 0 . 0 0. 0 See PATH 10 2 .83 0. 006 25S 195. 59 1.1 34 .8 Vel = 1.53 4A3 2 . 83 35. 9 K = 0. 47 PATH 15 FROM HYDRAULIC REFERENCE 3A7 TO 3A5 1.25 0. 874 3E 109. 69 39.9 39. 9 3A7 C=150 4T 36. 00 0 .0 0 .0 See PATH 2 1.25 0. 001 12S 145. 69 0.2 39. 9 Vel = 0. 67 3A5 1.25 40.1 K = 0.20 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: 64.0 psi In: 0 gpm 13191 SW 169th Ave Resid. Pres: 100.0 psi Sys Flow: 61 gpm Out: 0 gpm Tigard, Oregon Flow: 1405 gpm Sys+Hose: 61 gpm Remote Area: 3 Date: 4/4/2018 Safety Pres: 38.7 psi Loc: 17051 SW Appledale Rd Hd Ely Pres: -0.3 psi 140 120 • Sup.IIr 100 80 P S • 60 40 20 100 150 200 250 300 350 400 450 500 Flow (gpm)