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Report (133) s4A-- 03\3 River Terrace East Builaing H Drawing Date: 7/25/2018 7/26/18 12:26 HYDRAULIC DESIGN INFORMATION SHEET Job Name: River Terrace East Building H Location: 13187 SW 169th Ave Tigard, Oregon Drawing Date: 7/25/2018 Remote Area Number: 1 Contractor: Jet Fire Protection Telephone: 503-588-5262 1935 Silverton RD NE Salem, OR 97301 RErHi 'r Designer: Terry Paige, NICET III OFFICE COPY SEP 2 4 2018 Calculated By:SprinkCAD www.sprinkcad.com CITY OF #`lt 451 N. Cannon Ave. 6UILDiN 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. 3 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) RES I Make: VICTAUL Area per Sprinkler 340 . 0 sq ftl Model: V27 RES Hose Allowance Inside 0 gpm K-Factor: 4 . 90 Hose Allowance Outside 0 gpm I Temperature Rating: 155 CALCULATION SUMMARY 3 Flowing Outlets gpm Required: 52.2 psi Required: 45. 9 @ 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 66 Gallons Notes : �9�o PR0% & GI N Eec„`r/0� / 5A . 90/�271i/ qpjItk�� Gi 4/� LYNN S EXPIRES: 06-30-2020 River Terrace East Builaing B Drawing Date: 7/25/2018 7/26/18 12:26 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 52 32.2 psi 1 1-1/2" CPVC 90 Ell 7 ' 120 1 . 610 52 0 . 9 Total Loss for TO SYSTEM 0.9 psi 1 Pipe 14" PVx15 6' 150 1.598 52 0 . 4 1 Pipe 14" 40x21 1 ' 120 1. 610 52 0. 1 1 14" Thrd Butterfly Valve Victaul 1 ' 120 1 . 610 52 0 . 1 1 Pipe 14" 40x21 1 ' 120 1 . 610 52 0 . 0 1 14" Thrd Check Valve Generic NFPA 9' 120 1 . 610 52 0 . 9 1 Pipe 14" 40x21 1 ' 120 1 . 610 52 0 . 1 Elevation Change 19' 11" 8 . 6 Total Loss for THRU RISER 10.2 psi Hydr Ref BOR Required at AT BASE OF RISER 52 43.3 psi 1 Pipe 4" G4x21 18 ' 120 4 . 026 52 0 . 0 1 Pipe 4" PVx20 2 ' 150 4 .230 52 0 .0 1 Pipe 6" PVx20 136' 150 6. 090 52 0 .0 1 Pipe 8" DIx18 Cl 350 269' 140 8 . 488 52 0 . 0 Elevation Change 6' 0" 2. 6 Total Loss for THRU UNDG 2. 6 psi Hydr Ref POC Required at CITY CONN 52 45.9 psi Water Source102.7 psi static, 98 . 7 psi residual @ 1405 gpm 52 gpm 102.7 psi SAFETY PRESSURE 56.8 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 45. 9 psi This is a safety margin of 56.8 psi or 55 % of Supply Maximum Water Velocity is 18 .5 fps River Terrace East Builaing H Drawing Date: 7/25/2018 7/26/18 12:26 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 V 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 B Drawing Date: 7/25/2018 7/26/18 12:26 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 23. 8 1A2 9.23 25.2 1A3 9.23 27 . 1 1A4 9.23 21 . 5 1A5 9.23 14 . 6 1A7 9.23 23. 1 1A8 9.23 26.3 1A6 9.23 15. 5 2A7 19. 88 31 . 6 2A4 19. 51 25. 8 2A8 19. 51 24 . 6 2A3 19. 88 27 . 4 2A9 19. 88 29. 6 2A10 19.51 24 . 6 2A5 19. 88 28 .2 2A1 19. 51 24 . 6 2A2 19. 51 24 . 6 2A11 19.88 23. 1 2Al2 19.51 24 . 6 2A13 19.51 24 . 6 2A15 19. 51 24 . 3 2A16 19.88 24 . 1 2A17 19.88 23. 9 2A6 19. 88 30 . 1 3Al2 29. 67 19. 1 3A5 29. 67 19.2 3A2 29. 67 19. 4 3A6 29. 67 19.2 3A9 29. 67 19. 0 3A10 29. 67 19. 0 3A3 29. 67 19. 5 3A4 29. 67 19.2 3A1 29. 67 19.3 3A7 29. 67 19.2 3A8 29. 67 19. 1 3A11 29. 67 19. 1 4A7 39. 42 15. 1 4A8 39. 42 15. 0 4A9 39. 42 15. 0 4A10 39. 42 14 . 8 4A5 39. 42 15. 1 4A4 39. 42 15. 1 4A1 39.18 15.3 4A6 39. 42 15. 1 4A2 39. 42 15. 1 4A3 39. 42 15. 1 101 9.23 13.3 1015 8 . 00 4 . 90 13. 1 17 . 8 17 . 0 0 .05 102 9.23 12 . 4 1025 8 . 81 4 . 90 12 .0 17 . 0 17 . 0 0 . 05 103 9.23 13. 1 River Terrace East Builaing H Drawing Date: 7/25/2018 7/26/18 12:26 Page 5 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI" ) ) (PSI) (GPM) (GPM) (GPM/SQ. FT) 103S 8 . 81 4 . 90 12 . 7 17. 5 17 . 0 0 . 05 202A 19.88 26. 8 203A 19. 88 25. 5 204A 19. 88 26. 1 301 29. 67 19.2 301A 29. 67 19.2 302 29. 67 19.2 303 29. 67 19.2 401 39. 42 15. 1 401A 39. 42 15. 1 402 45.39 12 . 5 403 39. 42 15. 1 404 39. 42 15. 1 440 19.51 24 . 1 450 39. 18 15.3 W 19. 88 32 .2 Max velocity of 18 .51 occurs in the pipe from 1A7 TO 1A6 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 B Drawing Date: 7/25/2018 7/26/18 12:26 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 102 TO W (PRIMARY PATH) 17 . 00 0. 874 1T 0 . 42 12 .0 12 . 0 K = 4 . 90 1025 0=150 3. 00 -0 .2 0 . 0 17 . 00 0. 155 3. 42 0.5 12 . 0 Vel = 9. 18 0. 874 1T 9.27 12. 4 12 . 4 EqK = 4 . 83 102 C=150 2S 5.00 0. 0 0 .0 9.06 0 . 048 14 .27 0 .7 12 . 4 Vel = 4 . 89 17 .46 0 . 874 1S 6.00 13 . 1 13. 1 EqK = 4 .83 103 C=150 1.00 0 . 0 0 . 0 26. 52 0 . 353 7 . 00 2 . 5 13. 1 Vel = 14 .32 7 . 75 0 . 874 1E 9.24 15. 5 15.5 1A6 C=150 4 .00 0 . 0 0 . 0 See PATH 3 34 .27 0 . 567 13.24 7 . 5 15.5 Vel = 18 .51 -6. 10 0 . 874 1E 1.28 23. 1 23. 1 1A7 C=150 1T 7 .00 0 . 0 0 . 0 See PATH 5 28 . 17 0 . 395 8 .28 3. 3 23. 1 Vel = 15.21 1 .101 10. 65 26.3 26. 3 1A8 C=150 0 . 00 -4 . 6 0 . 0 28 . 17 0 . 128 10 . 65 1. 4 26. 3 Vel = 9. 59 -8 . 99 0. 874 1T 1 . 03 23. 1 23. 1 2A11 C=150 3. 00 0 . 0 0 . 0 See PATH 6 19. 18 0 . 194 4 . 03 0 . 8 23. 1 Vel = 10.36 -7 .73 0 . 874 3T 12 . 80 23. 9 23. 9 2A17 C=150 9. 00 0 . 0 0. 0 See PATH 19 11. 45 0 . 075 21. 80 1. 6 23. 9 Vel = 6. 18 0.874 1T 5. 58 25.5 25. 5 ... .. .. . . ....._._. . .. .. 203A C=150 3. 00 0. 0 0 .0 11 . 45 0 . 075 8 . 58 0 . 6 25.5 e = 0 . 874 1S 8 .51 26. 1 26. 1 204A C=150 1. 00 0 . 0 0. 0 11 . 45 0 . 075 9.51 0 .7 26. 1 Vel = 6. 18 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing B Drawing Date: 7/25/2018 7/26/18 12:26 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 1 FROM HYDRAULIC REFERENCE 102 TO W (PRIMARY PATH) 0 . 874 4E 19.21 26. 8 26. 8 202A C=150 2S 18 . 00 0. 0 0 . 0 11 . 45 0 . 075 37.21 2 . 8 26. 8 Vel = 6. 18 -3 . 58 0 . 874 2E 38 . 09 29. 6 29. 6 2A9 C=150 2T 16. 00 0 . 0 0 . 0 See PATH 23 7 . 87 0 . 037 2S 54 . 09 2 . 0 29. 6 Vel = 4 .25 44 .35 1 . 598 1S 7 . 00 31 . 6 31 . 6 2A7 C=150 1. 00 0 . 0 0 . 0 See PATH 2 52 .22 0 .065 8 . 00 0 . 5 31. 6 Vel = 8 . 44 W 52 .22 32 .2 K = 9.21 17 . 46 0 . 874 1T 0 . 42 12 . 7 12 . 7 K = 4 . 90 103S C=150 3. 00 -0 .2 0 . 0 17 . 46 0 . 163 3. 42 0 . 6 12 . 7 Vel = 9.43 103 17 . 46 13. 1 K = 4 . 83 PATH 2 FROM HYDRAULIC REFERENCE 102 TO 2A7 17 . 00 0 . 874 1T 0. 42 12 . 0 12 . 0 K = 4 . 90 102S C=150 3. 00 -0 .2 0 . 0 17. 00 0. 155 3. 42 0. 5 12. 0 Vel = 9. 18 0 . 874 1T 20. 42 12 . 4 12 . 4 EqK = 4 . 83 102 C=150 1S 4 . 00 0. 0 0. 0 7 . 94 0 . 038 24 . 42 0 . 9 12 . 4 Vel = 4 .29 17 . 76 0 . 874 4 . 00 13. 3 13. 3 EqK = 4 .87 101 C=150 0 . 00 0. 0 0 . 0 25. 70 0 . 333 4 . 00 1 . 3 13. 3 Vel = 13. 88 -7 .75 0 . 874 1E 30 . 95 14 . 6 14 . 6 lA5 C=150 1T 9. 00 0 . 0 0 . 0 See PATH 3 17 . 95 0 . 171 2S 39. 95 6. 8 14 . 6 Vel = 9. 69 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing H Drawing Date: 7/25/2018 7/26/18 12:26 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 102 TO 2A7 CONTINUED -7 . 70 0 . 874 2E 25.22 21 . 5 21 . 5 1A4 C=150 1T 13. 00 0 . 0 0 . 0 See PATH 4 10 .24 0 . 061 2S 38 .22 2 . 3 21.5 Vel = 5. 53 7 .70 0 . 874 2T 2 .00 23. 8 23 . 8 1A1 C=150 6. 00 0 . 0 0. 0 See PATH 4 17 . 95 0 . 171 8 . 00 1. 4 23. 8 Vel = 9. 69 6. 10 0 . 874 1E 2 . 48 25.2 25.2 1A2 C=150 4 . 00 0 . 0 0 . 0 See PATH 5 24 . 05 0 .295 6. 48 1. 9 25.2 Vel = 12. 99 1. 101 1T 10.28 27 . 1 27 . 1 1A3 C=150 5. 00 -4 .5 0 . 0 24 . 05 0 . 096 15.28 1. 5 27 . 1 Vel = 8 . 18 8 . 99 1. 101 3. 00 24 . 1 24 . 1 440 C=150 0 . 00 0. 0 0 . 0 See PATH 6 33. 04 0 . 172 3. 00 0. 5 24 . 1 Vel = 11 .24 -0 . 62 1 . 101 1T 2 . 14 24 . 6 24 . 6 2A2 C=150 5. 00 0 . 0 0 . 0 See PATH 20 32 . 43 0 . 166 7 . 14 1 .2 24 . 6 Vel = 11. 03 1 . 101 2E 0.36 25. 8 25. 8 2A4 0=150 10 . 00 -0.2 0 . 0 32 . 43 0 . 166 10 . 36 1 . 7 25. 8 Vel = 11 . 03 1 . 101 1S 4 . 03 27 . 4 27 . 4 2A3 C=150 1 .00 0 . 0 0 . 0 32 . 43 0 . 166 5. 03 0 . 8 27 . 4 Vel = 11. 03 8 .34 1.394 1E 9. 56 28.2 28 .2 2A5 C=150 1T 14 . 00 0. 0 0 . 0 See PATH 19 40.77 0. 081 2S 23. 56 1 . 9 28 .2 vel _= 8 . 65 3. 58 1 . 394 1T 9.25 30 . 1 30 . 1 2A6 C=150 1S 7 . 00 0 . 0 0 . 0 See PATH 23 44 .35 0 . 094 16.25 1.5 30 . 1 Vel = 9. 42 2A7 44 . 35 31. 6 K = 7 . 89 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing H Drawing Date: 7/25/2018 7/26/18 12:26 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 .76 0 . 874 1T 1 .23 13. 1 13. 1 K = 4 . 90 1015 C=150 3. 00 -0 . 5 0 . 0 17 . 76 0 . 168 4 .23 0 . 7 13. 1 Vel = 9. 59 101 17 .76 13.3 K = 4 . 87 PATH 3 FROM HYDRAULIC REFERENCE 1A5 TO 1A6 7 . 75 0 . 874 1E 14 . 85 14 . 6 14 . 6 1A5 C=150 1T 10. 00 0 . 0 0 . 0 See PATH 2 7 . 75 0 .036 3S 24 . 85 0 . 9 14 . 6 Vel = 4 . 19 1A6 7 . 75 15.5 K = 1 . 97 PATH 4 FROM HYDRAULIC REFERENCE 1A4 TO 1A1 7 . 70 0 . 874 1E 46. 78 21 . 5 21. 5 1A4 C=150 2T 18 . 00 0 . 0 0. 0 See PATH 2 7. 70 0 . 036 8S 64 .78 2. 3 21. 5 Vel = 4 . 16 1A1 7 . 70 23. 8 K = 1 .58 PATH 5 FROM HYDRAULIC REFERENCE 1A7 TO 1A2 6. 10 0 . 874 1E 11S 72 . 12 23. 1 23. 1 1A7 C=150 1T 19. 00 0. 0 0. 0 See PATH 1 6. 10 0 . 023 10 91 . 12 2 . 1 23. 1 Vel = 3. 30 1A2 6. 10 25.2 K = 1.22 PATH 6 FROM HYDRAULIC REFERENCE 2A11 TO 440 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing H Drawing Date: 7/25/2018 7/26/18 12:26 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 2A11 TO 440 CONTINUED 8 . 99 1 . 101 1S 9. 79 23. 1 23. 1 2A11 C=150 1. 00 -4 .2 0 . 0 See PATH 1 8 . 99 0 . 016 10.79 0 .2 23. 1 Vel = 3.06 -4 .35 1 . 101 1T 0.75 19. 0 19. 0 3A9 C=150 5. 00 0 . 0 0 . 0 See PATH 7 4 . 65 0 . 005 5.75 0 . 0 19. 0 Vel = 1. 58 0 . 874 1E 1. 98 19. 0 19. 0 3A10 C=150 4 . 00 0 . 0 0 . 0 4 . 65 0. 014 5. 98 0 . 1 19. 0 Vel = 2 . 51 -1. 98 0. 874 1T 4 . 19 19. 1 19. 1 3A11 C=150 1S 4 . 00 0 . 0 0 . 0 See PATH 8 2 . 67 0 . 005 8 . 19 0 . 0 19. 1 Vel = 1. 44 -1.33 0 .874 1E 3S 52 .20 19. 1 19. 1 3A8 C=150 2T 14 . 00 0. 0 0. 0 See PATH 10 1 .34 0 . 001 10 66.20 0. 1 19. 1 Vel = 0.73 0 .22 0 . 874 2E 22 . 95 19.2 19.2 3A4 C=150 1T 13. 00 0. 0 0 . 0 See PATH 12 1. 56 0 . 002 2S 35. 95 0. 1 19.2 Vel = 0.84 1. 11 0 .874 1T 5. 58 19.3 19. 3 3A1 C=150 1S 4 . 00 0. 0 0. 0 See PATH 10 2 . 67 0 . 005 9. 58 0 . 0 19. 3 Vel = 1. 44 1. 98 0 . 874 1T 4 . 06 19. 4 19. 4 3A2 C=150 3. 00 0. 0 0 . 0 See PATH 8 4 . 65 0 . 014 7 . 06 0. 1 19. 4 Vel = 2.51 4 . 35 1 . 101 1T 10. 16 19. 5 19. 5 3A3 C=150 5. 00 4 . 4 0 . 0 See PATH 7 8 . 99 0 . 016 15. 16 0 .2 19. 5 VeTL= 3. 06 440 8 . 99 24 . 1 K = 1. 83 PATH 7 FROM HYDRAULIC REFERENCE 3A9 TO 3A3 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing H Drawing Date: 7/25/2018 7/26/18 12:26 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 3A9 TO 3A3 CONTINUED 4 .35 1 . 101 1S 9.75 19. 0 19. 0 3A9 C=150 1 . 00 -4 .2 0 . 0 See PATH 6 4 . 35 0 . 004 10 . 75 0 . 0 19. 0 Vel = 1. 48 0 . 874 2E 9. 76 14 . 8 14 . 8 4A10 C=150 1S 9. 00 0. 0 0 . 0 4 .35 0 . 012 18 .76 0.2 14 . 8 Vel = 2 . 35 -2 .20 0 . 874 2T 7 . 32 15. 0 15. 0 4A8 C=150 6. 00 0 . 0 0 . 0 See PATH 14 AND 13 2 . 15 0 . 003 13. 32 0 . 0 15 . 0 Vel = 1. 16 -0 . 87 0 . 874 1T 5.59 15. 1 15. 1 4A7 C=150 3. 00 0. 0 0 . 0 See PATH 17 1 .27 0 . 001 8 .59 0 . 0 15. 1 Vel = 0 . 69 -0 . 55 0 . 874 1T 10 . 00 15. 1 15. 1 401A C=150 2S 5 . 00 0 . 0 0 . 0 See PATH 18 0 .73 0 . 000 15 . 00 0. 0 15. 1 Vel = 0 .39 0 . 874 1E 9. 67 15. 1 15. 1 403 C=150 1S 5. 00 0. 0 0 . 0 0 . 73 0 . 000 14 . 67 0 . 0 15. 1 Vel = 0 . 39 0. 874 1E 13. 56 15. 1 15. 1 404 C=150 1S 5. 00 -2 . 6 0 . 0 0 .73 0 . 000 18 .56 0. 0 15 . 1 Vel = 0.39 0 . 874 9E 91 . 05 12 . 5 12 .5 402 C=150 1T 47 . 00 2 .7 0 . 0 0 .73 0 . 000 8S 138 . 05 0 . 1 12 .5 Vel = 0 . 39 1. 101 1T 0 . 48 15. 3 15. 3 450 C=150 5. 00 0 . 0 0 . 0 0 . 73 0 . 000 5. 48 0 . 0 15 . 3 Vel = 0.25 3 . 62 1. 101 1S 9. 51 15. 3 15.3 4A1 C=150 1 . 00 4 . 1 0 . 0 See PATH 13 4 . 35 0 . 004 10. 51 0 . 0 15. 3 Vel = 1 . 48 3A3 4 . 35 19. 5 K = 0. 99 PATH 8 FROM HYDRAULIC REFERENCE 3A11 TO 3A2 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing H Drawing Date: 7/25/2018 7/26/18 12:26 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 8 FROM HYDRAULIC REFERENCE 3A11 TO 3A2 CONTINUED 1. 98 0. 874 1T 2. 00 19. 1 19. 1 3A11 C=150 3. 00 0 . 0 0 . 0 See PATH 6 1. 98 0.003 5. 00 0 . 0 19. 1 Vel = 1. 07 -0 . 88 0 .874 1E 36. 67 19. 1 19. 1 3Al2 C=150 2T 16. 00 0. 0 0 . 0 See PATH 9 1 . 10 0 . 001 6S 52 . 67 0. 1 19. 1 Vel = 0. 59 0 . 88 0 . 874 3E 43. 08 19.2 19.2 3A6 C=150 1T 21 . 00 0 .0 0 . 0 See PATH 9 1 . 98 0. 003 6S 64 . 08 0 .2 19.2 Vel = 1 . 07 3A2 1 . 98 19. 4 K = 0 . 45 PATH 9 FROM HYDRAULIC REFERENCE 3Al2 TO 3A6 0. 88 0 . 874 1E 8S 60 . 67 19. 1 19. 1 3Al2 C=150 2T 19. 00 0 . 0 0 . 0 See PATH 8 0. 88 0 . 001 10 79. 67 0 . 1 19. 1 Vel = 0 . 47 3A6 0 . 88 19.2 K = 0 .20 PATH 10 FROM HYDRAULIC REFERENCE 3A8 TO 3A1 1.33 0.874 1S 4 . 81 19. 1 19. 1 3A8 C=150 1. 00 0 . 0 0. 0 See PATH 6 1 .33 0.001 5. 81 0.0 19. 1 Vel = 0. 72 -0 . 40 0 .874 1T 9. 61 19.2 19.2 3A7 C=150 2S 5. 00 0 . 0 0 . 0 See PATH 11 0 . 93 0 . 001 14 . 61 0 . 0 19.2 Vel = 0 . 50 0 . 40 0 .874 5E 32 . 03 19.2 19.2 301A C=150 2S 22 . 00 0 . 0 0 . 0 See PATH 11 1 . 33 0 . 001 54 . 03 0 . 1 19.2 Vel = 0 . 72 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing H Drawing Date: 7/25/2018 7/26/18 12:26 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 10 FROM HYDRAULIC REFERENCE 3A8 TO 3A1 CONTINUED -0 .22 0 . 874 3E 44 . 69 19.2 19.2 3A5 C=150 1T 23. 00 0 . 0 0 . 0 See PATH 12 1 . 11 0. 001 8S 67 . 69 0 . 1 19.2 Vel = 0 . 60 3A1 1. 11 19.3 K = 0 .25 PATH 11 FROM HYDRAULIC REFERENCE 3A7 TO 301A 0. 40 0 . 874 1E 6. 66 19.2 19.2 3A7 C=150 1T 8 . 00 0 . 0 0 . 0 See PATH 10 0 . 40 0 . 000 1S 14 . 66 0 . 0 19.2 Vel = 0 .22 0. 874 1E 11 . 53 19.2 19.2 303 0=150 2S 6. 00 0 . 0 0 . 0 0 . 40 0 . 000 17 .53 0 . 0 19.2 Vel = 0 .22 0. 874 1E 19. 90 19.2 19.2 302 0=150 3S 7. 00 0 .0 0 . 0 0 . 40 0 . 000 26. 90 0 . 0 19.2 Vel = 0 .22 0. 874 1T 6. 42 19.2 19.2 301 0=150 3. 00 0 . 0 0 . 0 0. 40 0 . 000 9.42 0 . 0 19.2 Vel = 0 .22 301A 0 . 40 19.2 K = 0 . 09 PATH 12 FROM HYDRAULIC REFERENCE 3A5 TO 3A4 0 .22 0 . 874 1T 5. 74 19.2 19.2 3A5 C=150 2S 5. 00 0 . 0 0 . 0 See PATH 10 0 .22 0. 000 10 . 74 0. 0 19.2 Vel = 0 . 12 3A4 0 .22 19.2 K = 0 . 05 PATH 13 FROM HYDRAULIC REFERENCE 4A8 TO 4A1 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing B Drawing Date: 7/25/2018 7/26/18 12:26 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 4A8 TO 4A1 CONTINUED 1.23 0 . 874 1T 4 . 51 15. 0 15. 0 4A8 C=150 3. 00 0. 0 0. 0 See PATH 14 AND 7 1.23 0 . 001 7 . 51 0. 0 15. 0 Vel = 0. 66 -0. 61 0 . 874 1T 37 .58 15. 0 15. 0 4A9 C=150 10 10 . 00 0 . 0 0 . 0 See PATH 15 0 . 62 0 . 000 6S 47 . 58 0 . 0 15. 0 Vel = 0.33 0 . 61 0 . 874 1T 4 . 51 15. 1 15. 1 4A4 C=150 iS 4 .00 0 . 0 0 . 0 See PATH 15 1.23 0 . 001 8 . 51 0 . 0 15. 1 Vel = 0. 66 0. 97 0 . 874 1T 7 .32 15. 1 15. 1 4A3 C=150 3. 00 0 . 0 0 . 0 See PATH 14 2 .20 0 . 004 10 .32 0 . 0 15. 1 Vel = 1. 19 1 . 42 1 . 101 lE 16. 49 15. 1 15. 1 4A2 C=150 3S 8 . 00 0 . 1 0 . 0 See PATH 17 AND 18 3. 62 0 . 003 24 . 49 0 . 1 15. 1 Vel = 1.23 4A1 3. 62 15.3 K = 0 . 93 PATH 14 FROM HYDRAULIC REFERENCE 4A8 TO 4A3 0 . 97 0. 874 1T 37 . 58 15. 0 15. 0 4A8 C=150 10 8 . 00 0 . 0 0 . 0 See PATH 7 AND 13 0 . 97 0 . 001 4S 45.58 0 . 0 15. 0 Vel = 0. 52 4A3 0 . 97 15. 1 K = 0.25 PATH 15 FROM HYDRAULIC REFERENCE 4A9 TO 4A4 0 . 61 0 . 874 1T 14 . 51 15. 0 15. 0 4A9 C=150 2S 5.00 0 . 0 0 . 0 See PATH 13 0 . 61 0 . 000 19.51 0 . 0 15. 0 Vel = 0 . 33 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing B Drawing Date: 7/25/2018 7/26/18 12:26 • 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 15 FROM HYDRAULIC REFERENCE 4A9 TO 4A4 CONTINUED -0.24 0 . 874 4S 19. 58 15 . 1 15. 1 4A6 C=150 4 . 00 0 . 0 0 . 0 See PATH 16 0 . 37 0 . 000 23.58 0 . 0 15. 1 Vel = 0.20 0 .24 0 . 874 2T 12 .51 15. 1 15. 1 4A5 C=150 1S 7 .00 0 . 0 0 . 0 See PATH 16 0 . 61 0 . 000 19. 51 0 . 0 15. 1 Vel = 0 . 33 4A4 0 . 61 15. 1 K = 0 . 16 PATH 16 FROM HYDRAULIC REFERENCE 4A6 TO 4A5 0 .24 0 . 874 2E 32 . 60 15. 1 15. 1 4A6 C=150 2T 18 . 00 0 . 0 0 . 0 See PATH 15 0 .24 0 .000 4S 50 . 60 0 . 0 15. 1 Vel = 0. 13 4A5 0 .24 15. 1 K = 0 . 06 PATH 17 FROM HYDRAULIC REFERENCE 4A7 TO 4A2 0. 87 0 . 874 10 37 .58 15. 1 15. 1 4A7 C=150 3S 4 . 00 0 . 0 0 . 0 See PATH 7 0 . 87 0 . 001 41 . 58 0 . 0 15. 1 Vel = 0 . 47 4A2 0 . 87 15. 1 K = 0 .22 PATH 18 FROM HYDRAULIC REFERENCE 401A TO 4A2 0 . 55 0 . 874 1T 2. 00 15 . 1 15. 1 401A C=150 1S 4 . 00 0 . 0 0 . 0 See PATH 7 0 . 55 0 . 000 6. 00 0 . 0 15. 1 Vel = 0 .29 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing H Drawing Date: 7/25/2018 7/26/18 12:26 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 401A TO 4A2 CONTINUED 0 . 874 lE 41 . 18 15. 1 15. 1 401 C=150 1T 11 . 00 0. 0 0 . 0 0 . 55 0 . 000 4S 52 . 18 0.0 15. 1 Vel = 0 .29 4A2 0.55 15. 1 K = 0 . 14 PATH 19 FROM HYDRAULIC REFERENCE 2A17 TO 2A5 7 . 73 0 . 874 lE 0 . 39 23. 9 23. 9 2A17 C=150 1T 7. 00 0 . 0 0 . 0 See PATH 1 7.73 0 . 036 7 .39 0 . 3 23. 9 Vel = 4. 17 1. 101 0 . 36 24 . 1 24 . 1 2A16 C=150 0 . 00 0.2 0 . 0 7 . 73 0 . 012 0 . 36 0. 0 24 . 1 Vel = 2 . 63 0. 874 1E 2 . 94 24 .3 24 . 3 2A15 C=150 1T 7 . 00 0 .0 0 . 0 7 .73 0. 036 9. 94 0 . 4 24 . 3 Vel = 4 . 17 0. 62 0. 874 3E 5S 67 . 48 24 . 6 24 . 6 2A13 C=150 1T 22 . 00 -0 .2 0 . 0 See PATH 20 8 .34 0 . 042 2C 89. 48 3. 7 24 . 6 Vel = 4 . 50 2A5 8 .34 28 .2 K = 1 . 57 PATH 20 FROM HYDRAULIC REFERENCE 2A2 TO 2A13 0 . 62 0 . 874 1T 5. 58 24. 6 24 . 6 2A2 C=150 1S 6. 00 0. 0 0 . 0 See PATH 2 0 . 62 0 . 000 11 . 58 0. 0 24 . 6 Vel = 0 .33 -0.28 0 . 874 2E 27 . 17 24 . 6 24 . 6 2A1 C=150 2T 17 . 00 0.0 0 . 0 See PATH 21 0.34 0. 000 3S 44 . 17 0 .0 24 . 6 Vel = 0 . 18 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing H Drawing Date: 7/25/2018 7/26/18 12:26 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 2A13 CONTINUED 0 .28 0. 874 3E 31 .27 24 . 6 24 . 6 2A8 C=150 2S 14 . 00 0 . 0 0 . 0 See PATH 21 0. 62 0 . 000 45.27 0 . 0 24 . 6 Vel = 0 .33 -0 .24 0 . 874 1E 13. 84 24 . 6 24 . 6 2A10 C=150 2T 11. 00 0 . 0 0. 0 See PATH 22 0 . 38 0 . 000 1S 24 . 84 0 . 0 24 . 6 Vel = 0 .20 0 .24 0 . 874 1T 4 . 93 24 . 6 24 . 6 2Al2 C=150 3. 00 0 . 0 0 . 0 See PATH 22 0. 62 0 . 000 7 . 93 0 .0 24 . 6 Vel = 0 .33 2A13 0 . 62 24 . 6 K = 0 . 12 PATH 21 FROM HYDRAULIC REFERENCE 2A1 TO 2A8 0 .28 0 . 874 3E 43. 17 24 . 6 24 . 6 2A1 C=150 1T 22. 00 0 .0 0 . 0 See PATH 20 0 .28 0 . 000 7S 65. 17 0 . 0 24 . 6 Vel = 0 . 15 2A8 0 .28 24 . 6 K = 0 . 06 PATH 22 FROM HYDRAULIC REFERENCE 2A10 TO 2Al2 0 .24 0 . 874 1E 41. 02 24 . 6 24 . 6 2A10 C=150 2T 16. 00 0 . 0 0 . 0 See PATH 20 0 .24 0. 000 6S 57 . 02 0 . 0 24 . 6 Vel = 0 . 13 2Al2 0.24 24 . 6 K = 0 . 05 PATH 23 FROM HYDRAULIC REFERENCE 2A9 TO 2A6 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing H Drawing Date: 7/25/2018 7/26/18 12:26 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 2A9 TO 2A6 CONTINUED 3. 58 0. 874 3E 36. 01 29. 6 29. 6 2A9 C=150 2T 20 . 00 0 . 0 0 . 0 See PATH 1 3. 58 0. 009 2S 56. 01 0. 5 29. 6 Vel = 1 . 94 2A6 3. 58 30 . 1 K = 0 . 65 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building H Static Pres: 104.0 psi Pressure: 45.9 psi In: 0 gpm 13187 SW 169th Ave Resid. Pres: 100.0 psi Sys Flow: 52 gpm Out: 0 gpm Tigard, Oregon Flow: 1405 gpm Sys+Hose: 52 gpm Remote Area: 1 Date: 4/4/2018 Safety Pres: 56.8 psi Loc: 17051 SW Appledale Rd Hd Ely Pres: -4.8 psi 140 120 • SuPpiy 100 80 - 60 • 40 20 100 150 200 250 300 350 400 450 5(