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Report (130) ' River Terrace East Builaing C Drawing Date: 7/19/2018 7/20/18 12:12 HYDRAULIC DESIGN INFORMATION SHEET RECEIVE Job Name: River Terrace East Building C SEP 2 4 2018 Location: 17043 SW Appledale RD Tigard, Oregon CITY OF I itlet i BUILDING Drawing Date: 7/19/2018 Remote Area Number: 2 INII '-�.: Contractor: Jet Fire Protection Telephone:503-588-5262 1935 Silverton RD NE Salem, OR 97301 Designer: Terry Paige, NICET III 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. 4 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0. 150 1 Make: VICTAUL Area per Sprinkler 100. 7 sq ftl Model: V36 DRY Hose Allowance Inside 0 gpm 1 K-Factor: 5. 60 Hose Allowance Outside 0 gpm 1 Temperature Rating: 155 CALCULATION SUMMARY 4 Flowing Outlets gpm Required: 62.6 psi Required: 36.4 @ 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: ���GIsD PROFFs �� � NE�c�si07, ¢- 1 54 . 9P: ' ( 411110, t46-' G• h/ 4.9 4/Y 15 20'� �<'s F'LYN N S ' EXPIRES: 06-30-2020 River Terrace East Builaing C Drawing Date: 7/19/2018 7/20/18 12:12 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 63 34.0 psi 1 1-1/2" CPVC 90 Ell 7 ' 120 1. 610 63 1.3 Total Loss for TO SYSTEM 1.3 psi 1 Pipe l " PVx15 6' 150 1.598 63 0.5 1 Pipe lW" 40x21 1' 120 1. 610 63 0. 1 1 1' " Thrd Butterfly Valve Victaul 1' 120 1. 610 63 0. 1 1 Pipe 1V" 40x21 1' 120 1. 610 63 0. 1 1 1W" Thrd Check Valve Generic NFPA 9' 120 1. 610 63 1.2 1 Pipe 1' " 40x21 1' 120 1. 610 63 0. 1 Elevation Change 19' 11" 8. 6 Total Loss for THRU RISER 10.8 psi Hydr Ref BOR Required at AT BASE OF RISER 63 46.1 psi 1 Pipe 4" G4x21 18 ' 120 4 . 026 63 0.0 1 Pipe 4" PVx20 2 ' 150 4 .230 63 0.0 1 Pipe 6" PVx20 172 ' 150 6. 090 63 0. 0 1 Pipe 8" DIx18 Cl 350 725 ' 140 8 . 488 63 0. 0 Elevation Change -22' 8" -9. 8 Total Loss for THRU UNDG -9.7 psi Hydr Ref POC Required at CITY CONN 63 36.4 psi Water Source102 .7 psi static, 98 .7 psi residual @ 1405 gpm 63 gpm 102.7 psi SAFETY PRESSURE 66.3 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 36.4 psi This is a safety margin of 66.3 psi or 65 % of Supply Maximum Water Velocity is 18. 0 fps River Terrace East Builaing C Drawing Late: 7/19/2018 7/20/18 12:12 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 QA2/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 12:12 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 25.3 1A2 9.23 25.4 1A3 9.23 25. 6 1A4 9.23 25.2 1A5 9.23 24.8 1A7 9.23 24. 6 1A8 9.23 24 .5 1A6 9.23 24 .8 2A7 19. 88 33.3 2A4 19.51 22. 1 2A8 19.51 21.0 2A3 19. 88 24 .4 2A9 19. 88 24.3 2A10 19.51 20.3 2A5 19. 88 24 .8 2A1 19.51 21.3 2A2 19. 51 21.4 2A11 19. 88 19.7 2Al2 19.51 20.1 2A13 19. 51 20.0 2A15 19. 51 19.2 2A16 19. 88 19.0 2A17 19. 88 18 .4 2A6 19. 88 28 . 6 3Al2 29. 67 15. 9 3A5 29. 67 16.1 3A2 29. 67 16.3 3A6 29. 67 16.0 3A9 29. 67 15.7 3A10 29. 67 15. 8 3A3 29. 67 16.5 3A4 29. 67 16.1 3A1 29. 67 16.2 3A7 29. 67 16.0 3A8 29. 67 16.0 3A11 29. 67 15. 9 4A7 4A8 4A9 4A10 4A5 4A4 4A1 39.422-_0 _ _-- 39. 42 11. 9 39. 42 12. 0 39.42 11. 6 39. 42 12. 0 39. 42 12 . 0 39. 18 12 .3 4A6 4A2 4A3 101 102 103 39. 42 12. 0 39. 42 12 .1 39.42 12 .0 9.23 24. 8 9.23 24. 8 1 9.23 24 .8 201 19. 88 6. 9 201S 19. 09 5. 60 7. 0 14. 8 14. 8 0. 44 ' River Terrace East Builaing C Drawing Eate: 7/19/2018 7/20/18 12:12 Page 5 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^ ) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 202 19. 88 7. 1 2025 19. 09 5. 60 7. 1 14. 9 14 . 8 0. 44 202A 19. 88 8 . 6 203 19. 88 9.3 2035 19. 09 5. 60 9.3 17. 1 15. 1 0 . 17 203A 19. 88 9. 9 204 19. 88 7. 9 2045 19. 09 5. 60 7. 9 15. 8 15. 1 0 . 16 204A 19. 88 8. 6 301 29. 67 16.0 301A 29. 67 16. 0 302 29. 67 16. 0 303 29. 67 16. 0 401 39. 42 12. 0 401A 39. 42 12 .0 402 45. 39 9.5 403 39.42 12. 0 404 39. 42 12.1 440 19.51 21.3 W 19. 88 34.0 Max velocity of 18. 04 occurs in the pipe from 203A TO 2A17 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 12:12 . 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 201 TO W (PRIMARY PATH) 14 .82 1. 049 1T 0.78 7.0 7 .0 K = 5. 60 201S 0=120 3. 00 -0.3 0. 0 14 .82 0. 075 3.78 0.3 7 .0 Vel = 5.55 0 .874 2T 7. 90 6. 9 6. 9 EqK = 5. 62 201 C=150 6. 00 0.0 0 .0 14.82 0. 120 13. 90 1.7 6. 9 Vel = 8. 00 14 .35 0. 874 4E 19.21 8 . 6 8 . 6 202A C=150 2S 18 . 00 0.0 0.0 See PATH 5 AND 2 29. 16 0. 421 37.21 15.7 8 .6 Vel = 15.75 -11.50 0. 874 2E 38. 09 24.3 24 .3 2A9 C=150 2T 16. 00 0. 0 0.0 See PATH 26 17 .66 0.166 2S 54. 09 9. 0 24 .3 Vel = 9.54 44. 91 1.598 1S 7. 00 33.3 33.3 2A7 C=150 1. 00 0.0 0 .0 See PATH 3 62 .57 0. 091 8. 00 0.7 33.3 Vel = 10. 11 W 62.57 34. 0 K = 10.73 PATH 2 FROM HYDRAULIC REFERENCE 202 TO 202A 14. 94 1. 049 1T 0.78 7 .1 7 .1 K = 5. 60 202S 0=120 3.00 -0.3 0.0 14. 94 0. 076 3.78 0 .3 7 .1 Vel = 5. 60 0. 874 2T 6.73 7. 1 7.1 EqK = 5. 62 202 0=150 6. 00 0.0 0 .0 14 . 94 0. 122 -12- 7-3_- 1. 6 7.1 Vel = 8.07 202A 14 . 94 8. 6 K = 5. 09 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) I ' River Terrace East Building C Drawing Date: 7/19/2018 7/20/18 12:12 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 3 FROM HYDRAULIC REFERENCE 204 TO 2A7 15.75 1. 049 1T 0.78 7 . 9 7. 9 K = 5. 60 204S 0=120 3. 00 -0.3 0. 0 15.75 0. 084 3.78 0 .3 7. 9 Vel = 5. 90 0. 874 1S 4. 42 7 . 9 7. 9 EqK = 5. 61 204 0=150 1.00 0. 0 0. 0 15.75 0. 135 5. 42 0 .7 7. 9 Vel = 8. 51 0.59 0. 874 1T 5.58 8 . 6 8 . 6 204A C=150 3. 00 0 .0 0. 0 See PATH 5 16.34 0. 144 8 .58 1.2 8 . 6 Vel = 8. 82 17. 07 0. 874 1T 12. 80 9. 9 9. 9 203A C=150 3. 00 0 .0 0. 0 See PATH 4 33.41 0.541 15. 80 8 . 6 9. 9 Vel = 18. 04 -14. 61 0. 874 2T 1. 03 18 .4 18 .4 2A17 C=150 6. 00 0 .0 0. 0 See PATH 6 18 . 80 0. 187 7. 03 1.3 18 .4 Vel = 10. 15 -7. 09 1. 101 9.79 19.7 19.7 2A11 C=150 0. 00 -4 .2 0.0 See PATH 7 11.70 0. 025 9.79 0.2 19.7 Vel = 3. 98 -5. 65 1. 101 1T 0.75 15.7 15.7 3A9 C=150 5. 00 0 .0 0. 0 See PATH 9 6.05 0. 007 5. 75 0. 0 15.7 Vel = 2. 06 0. 874 1E 1. 98 15. 8 15.8 3A10 0=150 4. 00 0 .0 0. 0 6.05 0. 023 5. 98 0. 1 15.8 Vel = 3.27 -2.57 0. 874 1T 4. 19 15. 9 15. 9 3A11 C=150 1S 4. 00 0 .0 0. 0 See PATH 12 3.48 0. 008 8. 19 0. 1 15. 9 Vel = 1. 88 -1.73 0. 874 1E 3S 52.20 16. 0 16. 0 3A8 C=150 2T 14. 00 0.0 0. 0 See PATH 15 1.75 0. 002 10 66.20 0 .2 16.0 Vel = 0. 95 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing C Drawing Date: 7/19/2018 7/20/18 12:12 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 3 FROM HYDRAULIC REFERENCE 204 TO 2A7 CONTINUED 0.28 0. 874 2E 22. 95 16.1 16.1 3A4 C=150 1T 13. 00 0.0 0 .0 See PATH 17 2 .03 0. 003 2S 35. 95 0. 1 16.1 Vel = 1.10 1.45 0. 874 1T 5.58 16.2 16.2 3A1 C=150 1S 4. 00 0 .0 0 .0 See PATH 15 3.48 0. 008 9.58 0. 1 16.2 Vel = 1.88 2 .57 0. 874 1T 4. 06 16.3 16.3 3A2 C=150 3. 00 0 .0 0 .0 See PATH 12 6. 05 0. 023 7.06 0.2 16.3 Vel = 3.27 5. 65 1. 101 1T 10. 16 16.5 16.5 3A3 C=150 5. 00 4.4 0. 0 See PATH 9 11.70 0. 025 15. 16 0 .4 16.5 Vel = 3. 98 7 .09 1. 101 3. 00 21.3 21.3 440 C=150 0. 00 0.0 0. 0 See PATH 7 18 .80 0.061 3. 00 0 .2 21.3 Vel = 6. 40 5. 02 1. 101 1T 2. 14 21.4 21.4 2A2 C=150 5. 00 0 .0 0. 0 See PATH 8 23.81 0.094 7. 14 0 .7 21.4 Vel = 8. 10 0. 874 2E 0.36 22.1 22.1 2A4 C=150 8. 00 -0 .2 0. 0 23. 81 0.289 8.36 2.4 22 .1 Vel = 12.86 1. 101 1S 4. 03 24.4 24.4 2A3 C=150 1. 00 0 .0 0.0 23. 81 0. 094 5. 03 0.5 24 .4 Vel = 8 .10 9. 60 1. 101 1E 9.56 24 .8 24.8 2A5 C=150 iT 12.Il0- _0-_0 _ _ __0.0 See PATH 6 33.41 0. 176 2S 21.56 3. 8 24 .8 Vel = 11.37 11.50 1. 101 1T 9.25 28 . 6 28 . 6 2A6 C=150 1S 6. 00 0. 0 0 .0 See PATH 26 44 . 91 0.304 15.25 4 .6 28 . 6 Vel = 15.28 2A7 44. 91 33.3 K = 7.79 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ' River Terrace East Builaing C Drawing Date: 7/19/2018 7/20/18 12:12 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 PATH 4 FROM HYDRAULIC REFERENCE 203 TO 203A 17 .07 1. 049 1T 0.78 9.3 9.3 K = 5. 60 203S 0=120 3. 00 -0.3 0.0 17. 07 0. 097 3.78 0 .4 9.3 Vel = 6.40 0.874 1T 0. 42 9.3 9.3 EqK = 5.59 203 C=150 3. 00 0. 0 0.0 17 .07 0. 156 3.42 0 .5 9.3 Vel = 9.22 203A 17 .07 9. 9 K = 5.44 PATH 5 FROM HYDRAULIC REFERENCE 202A TO 204A 0 .59 0. 874 iT 8 .51 8. 6 8. 6 202A C=150 3. 00 0. 0 0. 0 See PATH 1 AND 2 0.59 0. 000 11.51 0. 0 8 . 6 Vel = 0.32 204A 0.59 8 . 6 K = 0.20 PATH 6 FROM HYDRAULIC REFERENCE 2A17 TO 2A5 14. 61 0. 874 1E 0.39 18 .4 18 .4 2A17 C=150 1S 5. 00 0 .0 0 .0 See PATH 3 14. 61 0. 117 5.39 0. 6 18. 4 Vel = 7. 89 1. 101 0.36 19.0 19.0 2A16 C=150 0. 00 0.2 0. 0 14. 61 0. 038 0.36 0. 0 19. 0 Vel = 4. 97 0. 874 1E 2. 94 19.2 19.2 2A15 C=150 4. 00 0. 0 0. 0 14 . 61 0. 117 6. 94 0.8 19.2 Vel = 7. 89 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing C Drawing Date: 7/19/2018 7/20/18 12:12 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 2A17 TO 2A5 CONTINUED -5.02 0. 874 3E 5S 67.48 20. 0 20 .0 2A13 C=150 2T 25. 00 -0.2 0. 0 See PATH 8 9. 60 0. 054 2C 92. 48 5. 0 20. 0 Vel = 5. 18 2A5 9. 60 24 .8 K = 1. 93 PATH 7 FROM HYDRAULIC REFERENCE 2A11 TO 440 7. 09 1. 101 10. 65 19.7 19.7 2A11 C=150 0. 00 4 . 6 0 .0 See PATH 3 7 .09 0. 010 10. 65 0.1 19.7 Vel = 2.41 0. 874 1E 1.28 24.5 24 .5 1A8 C=150 4. 00 0. 0 0. 0 7 .09 0. 031 5.28 0.2 24 .5 Vel = 3. 83 -3.46 0. 874 1E 9.24 24. 6 24 . 6 1A7 C=150 iT 7. 00 0 .0 0. 0 See PATH 11 3. 64 0. 009 16.24 0 .1 24 . 6 Vel = 1. 96 -1.48 0. 874 1E - 14. 85 24 .8 24 .8 1A6 C=150 2T 12.00 0.0 0 .0 See PATH 13 2.15 0. 003 2S 26. 85 0. 1 24 . 8 Vel = 1. 16 1.48 0. 874 1E 30. 95 24.8 24. 8 lA5 C=150 2S 6. 00 0 .0 0. 0 See PATH 13 3. 64 0. 009 36. 95 0 .3 24 .8 Vel = 1. 96 -1.56 0. 874 2E 25.22 25.2 25.2 1A4 C=150 1T 13. 00 0. 0 0 .0 See PATH 24 2 .08 0. 003 2S --3�.2 -0. 1 25.2 Vel = 1. 12 1.56 0. 874 2T 2. 00 25.3 25.3 1A1 C=150 6. 00 0 .0 0 .0 See PATH 24 3. 64 0. 009 8. 00 0 .1 25.3 Vel = 1. 96 3. 46 0. 874 1E 2.48 25.4 25.4 1A2 C=150 4. 00 0. 0 0. 0 See PATH 11 7 .09 0. 031 6.48 0.2 25.4 Vel = 3. 83 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing C Drawing Date: 7/19/2018 7/20/18 12:12 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 7 FROM HYDRAULIC REFERENCE 2A11 TO 440 CONTINUED 1. 101 1T 10.28 25. 6 25. 6 1A3 C=150 5. 00 -4.5 0. 0 7.09 0. 010 15.28 0.2 25. 6 Vel = 2.41 440 7 .09 21.3 K = 1.54 PATH 8 FROM HYDRAULIC REFERENCE 2A13 TO 2A2 5.02 0. 874 iS 4. 93 20.0 20. 0 2A13 C=150 1. 00 0. 0 0.0 See PATH 6 5.02 0. 016 5. 93 0.1 20. 0 Vel = 2.71 -1. 95 0. 874 1E 13. 84 20.1 20. 1 2Al2 C=150 2T 11. 00 0. 0 0. 0 See PATH 10 3.06 0. 007 iS 24. 84 0.2 20. 1 Vel = 1. 65 1. 95 0. 874 3E 31.27 20.3 20.3 2A10 C=150 2S 14. 00 0.0 0. 0 See PATH 10 5. 02 0. 016 45.27 0.7 20.3 Vel = 2.71 -2.24 0. 874 2E 27. 17 21. 0 21.0 2A8 C=150 2T 17. 00 0. 0 0. 0 See PATH 25 2 .77 0. 005 3S 44. 17 0 .2 21. 0 Vel = 1.50 2.24 0. 874 1T 5.58 21.3 21.3 2A1 C=150 1S 6. 00 0. 0 0.0 See PATH 25 5.02 0. 016 11.58 0.2 21.3 Vel = 2.71 2A2 5. 02 21.4 K = 1. 08 PATH 9 FROM HYDRAULIC REFERENCE 3A9 TO 3A3 5. 65 1. 101 1S 9.75 15.7 15.7 3A9 C=150 1. 00 -4.2 0.0 See PATH 3 5. 65 0. 007 10.75 0. 1 15.7 Vel = 1. 92 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing C Drawing Date: 7/19/2018 7/20/18 12:12 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 3A9 TO 3A3 CONTINUED 0. 874 2E 9.76 11.6 11. 6 4A10 0=150 1S 9. 00 0.0 0. 0 5. 65 0. 020 18 .76 0.4 11.6 Vel = 3. 05 -2 .86 0. 874 2T 7.32 11. 9 11. 9 4A8 C=150 6. 00 0 . 0 0. 0 See PATH 19 AND 18 2.79 0. 005 13.32 0 .1 11. 9 Vel = 1.51 -1. 14 0. 874 1T 5.59 12 .0 12 .0 4A7 C=150 3.00 0. 0 0 .0 See PATH 22 1. 66 0.002 8.59 0. 0 12 .0 Vel = 0. 89 -0 .71 0. 874 1T 10. 00 12. 0 12. 0 401A C=150 2S 5. 00 0 .0 0. 0 See PATH 23 0. 94 0. 001 15. 00 0 .0 12. 0 Vel = 0.51 0. 874 1E 9. 67 12. 0 12 .0 403 C=150 1S 5.00 0. 0 0 .0 0 . 94 0.001 14. 67 0. 0 12.0 Vel = 0.51 0. 874 1E 13.56 12.1 12 .1 404 0=150 1S 5.00 -2. 6 0 .0 0 .94 0.001 18.56 0. 0 12.1 Vel = 0.51 0. 874 9E 91.53 9.5 9.5 402 0=150 2T 50.00 2.7 0 .0 0 . 94 0.001 8S 141.53 0. 1 9.5 Vel = 0.51 4 .71 1. 101 1S 9.51 12 .3 12.3 4A1 C=150 1. 00 4 .1 0 .0 See PATH 18 5. 65 0.007 10.51 0.1 12 .3 Vel = 1. 92 3A3 5. 65 16_5 K = _1-39 PATH 10 FROM HYDRAULIC REFERENCE 2Al2 TO 2A10 1.95 0. 874 1E 41. 02 20. 1 20 .1 2Al2 C=150 2T 16. 00 0.0 0. 0 See PATH 8 1. 95 0. 003 6S 57. 02 0 .2 20. 1 Vel = 1. 06 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) • River Terrace East Builaing C Drawing Date: 7/19/2018 7/20/18 12:12 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 2A10 1. 95 20 .3 K = 0. 43 PATH 11 FROM HYDRAULIC REFERENCE LA7 TO 1A2 3.46 0. 874 1E 10S 72 . 12 24 . 6 24. 6 1A7 C=150 2T 21. 00 0 .0 0. 0 See PATH 7 3. 46 0. 008 1C 93. 12 0. 8 24 . 6 Vel = 1. 87 1A2 3.46 25.4 K = 0. 69 PATH 12 FROM HYDRAULIC REFERENCE 3A11 TO 3A2 2.57 0. 874 1T 2. 00 15. 9 15. 9 3A11 C=150 3.00 0 . 0 0 .0 See PATH 3 2 .57 0. 005 5. 00 0 .0 15. 9 Vel = 1.39 -1. 14 0. 874 lE 36. 67 15. 9 15. 9 3Al2 C=150 2T 16. 00 0 . 0 0.0 See PATH 14 1.43 0. 002 6S 52. 67 0 .1 15. 9 Vel = 0.77 1. 14 0. 874 3E 43.08 16. 0 16. 0 3A6 C=150 1T 21. 00 0 .0 0. 0 See PATH 14 2.57 0.005 6S 64. 08 0.3 16.0 Vel = 1.39 3A2 2.57 16.3 K = 0. 64 PATH 13 FROM HYDRAULIC REFERENCE 1A6 TO 1A5 1.48 0.874 2S 6. 00 24 .8 24. 8 1A6 C=150 2. 00 0. 0 0.0 See PATH 7 1.48 0. 002 8. 00 0. 0 24 . 8 Vel = 0. 80 0. 874 1T 9.27 24 . 8 24 .8 103 C=150 2S 5. 00 0 . 0 0. 0 1.48 0. 002 14.27 0 .0 24. 8 Vel = 0. 80 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing C Drawing Date: 7/19/2018 7/20/18 12:12 ' 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 13 FROM HYDRAULIC REFERENCE 1A6 TO 1A5 CONTINUED 0. 874 iT 20.42 24. 8 24 .8 102 0=150 1S 4. 00 0. 0 0 .0 1.48 0. 002 24.42 0. 0 24 .8 Vel = 0. 80 0. 874 1T 4. 00 24.8 24 .8 101 0=150 3. 00 0 . 0 0 .0 1.48 0. 002 7. 00 0.0 24 .8 Vel = 0. 80 1A5 1.48 24 .8 K = 0.30 PATH 14 FROM HYDRAULIC REFERENCE 3Al2 TO 3A6 1. 14 0. 874 lE 8S 60. 67 15. 9 15. 9 3Al2 C=150 2T 19. 00 0 .0 0. 0 See PATH 12 1.14 0. 001 10 79. 67 0.1 15. 9 Vel = 0. 62 3A6 1.14 16.0 K = 0.29 PATH 15 FROM HYDRAULIC REFERENCE 3A8 TO 3A1 1.73 0. 874 1S 4. 81 16. 0 16.0 3A8 C=150 1. 00 0. 0 0 .0 See PATH 3 1.73 0. 002 5. 81 0.0 16. 0 Vel = 0. 93 -0 .52 0. 874 1T 9. 61 16.0 16. 0 3A7 C=150 2S 5. 00 0.0 0.0 See PATH 16 1.21 0. 001 14. 61 0.0 16.0 Vel = 0. 65 0 52 _0..874 _ 5E 32.03 16. 0 16.0 301A C=150 2S 22. 00 0. 0 0 .0 See PATH 16 1.73 0. 002 54. 03 0. 1 16.0 Vel = 0. 93 -0 .28 0. 874 3E 44. 69 16.1 16. 1 3A5 C=150 1T 23. 00 0 .0 0. 0 See PATH 17 1.45 0. 002 8S 67. 69 0 .1 16. 1 Vel = 0.78 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ' River Terrace East Builaing C Drawing Date: 7/19/2018 7/20/18 12:12 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 3A1 1.45 16.2 K = 0. 36 PATH 16 FROM HYDRAULIC REFERENCE 3A7 TO 301A 0.52 0. 874 1E 6. 66 16. 0 16. 0 3A7 C=150 1T 8 . 00 0 .0 0.0 See PATH 15 0.52 0. 000 1S 14. 66 0. 0 16. 0 Vel = 0.28 0. 874 1E 11. 53 16.0 16. 0 303 0=150 2S 6. 00 0. 0 0 . 0 0.52 0.000 17.53 0 .0 16.0 Vel = 0.28 0.874 1E 19. 90 16.0 16.0 302 0=150 3S 7. 00 0. 0 0. 0 0.52 0. 000 26. 90 0.0 16. 0 Vel = 0.28 0. 874 1T 6. 42 16. 0 16. 0 301 0=150 3. 00 0 .0 0 .0 0.52 0. 000 9. 42 0. 0 16. 0 Vel = 0.28 301A 0.52 16. 0 K = 0. 13 PATH 17 FROM HYDRAULIC REFERENCE 3A5 TO 3A4 0.28 0. 874 1T 5.74 16.1 16.1 3A5 C=150 2S 5. 00 0. 0 0. 0 See PATH 15 0 .28 0.000 10.74 0.0 16. 1 Vel = 0. 15 3A4 0.28 16.1 K = 0. 07 PATH 18 FROM HYDRAULIC REFERENCE 4A8 TO 4A1 1. 60 0. 874 1T 4.51 11. 9 11. 9 4A8 C=150 3. 00 0 .0 0 .0 See PATH 19 AND 9 1. 60 0. 002 7. 51 0. 0 11. 9 Vel = 0. 86 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing C Drawing Date: 7/19/2018 7/20/18 12:12 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 4A8 TO 4A1 CONTINUED -0.80 0. 874 1T 37.58 12.0 12 .0 4A9 C=150 10 10. 00 0. 0 0 .0 See PATH 20 0. 80 0. 001 6S 47.58 0. 0 12 .0 Vel = 0.43 0. 80 0. 874 1T 4. 51 12 .0 12. 0 4A4 C=150 1S 4 . 00 0 .0 0. 0 See PATH 20 1. 60 0. 002 8 .51 0.0 12. 0 Vel = 0. 86 1.26 0. 874 1T 7.32 12. 0 12 .0 4A3 C=150 3. 00 0. 0 0.0 See PATH 19 2.86 0. 006 10.32 0. 1 12 .0 Vel = 1.54 1. 85 1. 101 1E 16. 49 12.1 12. 1 4A2 C=150 3S 8. 00 0 .1 0. 0 See PATH 22 AND 23 4.71 0. 005 24.49 0 .1 12. 1 Vel = 1. 60 4A1 4 .71 12.3 K = 1.34 PATH 19 FROM HYDRAULIC REFERENCE 4A8 TO 4A3 1.26 0.874 1T 37.58 11. 9 11. 9 4A8 C=150 10 8. 00 0. 0 0.0 See PATH 9 AND 18 1.26 0. 001 4S 45.58 0 .1 11. 9 Vel = 0. 68 4A3 1.26 12.0 K = 0.36 PATH 20 FROM HYDRAULIC REFERENCE 4A9 TO 4A4 - - 0.80 0.874 1T 14.51 12. 0 12.0 4A9 C=150 2S 5. 00 0 .0 0.0 See PATH 18 0.80 0. 001 19. 51 0 .0 12. 0 Vel = 0. 43 -0.32 0. 874 4S 19.58 12.0 12 .0 4A6 C=150 4. 00 0. 0 0 .0 See PATH 21 0.48 0. 000 23.58 0.0 12.0 Vel = 0.26 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) • ' River Terrace East Builaing C Drawing Date: 7/19/2018 7/20/18 12:12 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 4A9 TO 4A4 CONTINUED 0.32 0. 874 2T 12.51 12. 0 12 . 0 4A5 C=150 1S 7. 00 0 .0 0. 0 See PATH 21 0.80 0. 001 19.51 0. 0 12 .0 Vel = 0. 43 4A4 0. 80 12. 0 K = 0.23 PATH 21 FROM HYDRAULIC REFERENCE 4A6 TO 4A5 0.32 0. 874 2E 32. 60 12. 0 12. 0 4A6 C=150 2T 18. 00 0 .0 0. 0 See PATH 20 0 .32 0. 000 4S 50. 60 0. 0 12 .0 Vel = 0. 17 4A5 0.32 12. 0 K = 0. 09 PATH 22 FROM HYDRAULIC REFERENCE 4A7 TO 4A2 1.14 0. 874 1C 37.58 12. 0 12. 0 4A7 C=150 3S 4. 00 0 .0 0 .0 See PATH 9 1.14 0. 001 41.58 0. 0 12. 0 Vel = 0. 61 4A2 1. 14 12 .1 K = 0.33 PATH 23 FROM HYDRAULIC REFERENCE 401A TO 4A2 0.71 0. 874 1T 2. 00 12. 0 12. 0 401A C=150 iS 4. 00 0.0 0 .0 See PATH 9 0 .71 0. 000 6. 00 0. 0 12. 0 Vel = 0.38 0. 874 1E 41. 18 12. 0 12. 0 401 C=150 1T 11. 00 0 .0 0. 0 0.71 0. 000 4S 52. 18 0. 0 12.0 Vel = 0.38 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building C Drawing Date: 7/19/2018 7/20/18 12:12 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 4A2 0.71 12.1 K = 0.20 PATH 24 FROM HYDRAULIC REFERENCE 1A4 TO 1A1 1.56 0. 874 1E 46.78 25.2 25.2 1A4 C=150 2T 18. 00 0. 0 0 .0 See PATH 7 1.56 0. 002 8S 64.78 0 .1 25.2 Vel = 0. 84 1A1 1.56 25.3 K = 0.31 PATH 25 FROM HYDRAULIC REFERENCE 2A8 TO 2A1 2 .24 0. 874 3E 43. 17 21.0 21. 0 2A8 C=150 1T 22. 00 0. 0 0.0 See PATH 8 2.24 0. 004 7S 65. 17 0.2 21.0 Vel = 1.21 2A1 2.24 21.3 K = 0.49 PATH 26 FROM HYDRAULIC REFERENCE 2A9 TO 2A6 11.50 0. 874 3E 36. 01 24 .3 24 .3 2A9 C=150 2T 22.00 0.0 0. 0 See PATH 1 11.50 0 .075 2S 58. 01 4.4 24 .3 Vel = 6.21 2A6 11.50 28 . 6 K = 2. 15 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: 36.4 psi In: 0 gpm 17043 SW Appledale RD Resid. Pres: 100.0 psi Sys Flow: 63 gpm Out: 0 gpm Tigard, Oregon Flow: 1405 gpm Sys+Hose: 63 gpm Remote Area: 2 Date: 4/4/2018 Safety Pres: 66.3 psi Loc: 17051 SW Appledale Rd Hd Ely Pres: -0.3 psi 140 120 • Supply 100 80 P S 60 40 • 20 100 150 200 250 300 350 400 450 500 Flow (gpm)