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Report (125) - -�15 - CK) -i-k-N River Terrace East Builaing G Drawing Date:8/1/2018 8/ 1/18 14:49 HYDRAULIC DESIGN INFORMATION SHEET Job Name: River Terrace East Building G Location: 13223 SW 169th Ave Tigard, Oregon Drawing Date: 8/1/2018 Remote Area Number: 4 Contractor: Jet Fire Protection Telephone: 503-588-5262 1935 Silverton RD NE RECEIVEn Salem, OR 97301 TIG Designer: Terry Paige, NICET III SEP 24 2018 Calculated By:SprinkCAD Gwww. BN sprinkcad.coma® �� fF ` 451 N. Cannon Ave. Iclt1/4 ; 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 I 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: 79.1 psi Required: 95.0 @ 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 68 Gallons Notes : CPEO PROP �����GI NEF,siov 15, 9P:if�;�i/ e_flr ''1 � °Z, Oki %V GI V490' /5V F LYNN S• EXPIRES: 06-30-2020 River Terrace East Builaing G Drawing Date:8/1/2018 8/ 1/18 14 :49 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 4 79 86. 6 psi 1 1-1/2" CPVC 90 Ell 7 ' 120 1. 610 79 2 . 0 Total Loss for TO SYSTEM 2.0 psi 1 Pipe 14" PVx15 6' 150 1 . 598 79 0. 8 1 Pipe 14" 40x21 1 ' 120 1 . 610 79 0 .2 1 14" Thrd Butterfly Valve Victaul 1 ' 120 1. 610 79 0 .2 1 Pipe 14" 40x21 1 ' 120 1. 610 79 0 . 1 1 14" Thrd Check Valve Generic NFPA 9' 120 1 . 610 79 1 . 8 1 Pipe 14" 40x21 1 ' 120 1 . 610 79 0 .2 Elevation Change 19' 11" 8 . 6 Total Loss for THRU RISER 12.0 psi Hydr Ref BOR Required at AT BASE OF RISER 79 100. 6 psi 1 Pipe 4" G4x21 18 ' 120 4 . 026 79 0 . 0 1 Pipe 4" PVx20 2 ' 150 4 .230 79 0 . 0 1 Pipe 6" PVx20 48 ' 150 6. 090 79 0 . 0 1 Pipe 8" DIx18 Cl 350 116' 140 8 . 488 79 0 . 0 Elevation Change -13' 0" -5. 6 Total Loss for THRU UNDG -5.6 psi Hydr Ref POC Required at CITY CONN 79 95.0 psi Water Source102 . 7 psi static, 98 .7 psi residual @ 1405 gpm 79 gpm 102.7 psi SAFETY PRESSURE 7. 6 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 95.0 psi This is a safety margin of 7.6 psi or 7 % of Supply Maximum Water Velocity is 20 . 8 fps River Terrace East Builaing G Drawing Date:8/1/2018 8/ 1/18 14 :49 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/IDA4 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 A River Terrace East Building G Drawing Date:8/1/2018 8/ 1/18 14:49 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 64 . 6 1A2 10 . 00 77 . 1 1A3 10 . 00 85. 4 1A5 9.23 60 .2 1A4 9.23 56. 0 1A6 10 . 00 76. 0 1A7 9.23 58 . 6 1A8 9.23 58 . 1 1A9 10 . 00 64 . 9 1A10 9.23 57 . 3 1A11 10 . 00 56. 7 1Al2 10 . 00 54 . 7 2A4 19. 51 48 . 0 2A5 19. 51 48 . 0 2A7 19. 51 48 . 0 2A6 19. 51 48 . 0 2A2 19.51 47 . 9 2A1 19.51 47 . 9 2A10 19.51 48 . 1 2A8 19. 51 48 . 1 2A9 19. 51 48 . 1 2A11 19. 51 48 . 1 2Al2 19.51 48 . 1 3A2 29. 67 40 . 6 3A4 29. 67 40. 9 3A1 29. 67 40 . 7 3A10 29. 67 41 . 5 3A5 29. 67 40 . 9 3A3 29. 67 40.3 3A7 29. 67 41 . 1 3A6 29. 67 41 . 1 3A8 29. 67 41 .2 3A9 29. 67 41.2 3A11 29. 67 41. 3 3Al2 29. 67 41 .2 4A1 19.51 47 .8 4A2 39. 42 32 .3 4A6 39. 42 28 . 0 4A3 39. 42 27 . 5 4A4 39. 42 27 . 8 4A5 39. 42 27 . 9 103A 10 . 00 59. 6 104A 10 . 00 62 . 1 201 19. 51 48 . 0 202 19.51 48 . 1 203 19. 51 48 . 1 301 29. 67 41 . 1 302 29. 67 41 . 1 303 29. 67 41 . 1 401 39. 42 21 . 5 401S 38 .31 4 . 90 20 . 9 22 .4 17 . 0 0 .07 River Terrace East Builaing G Drawing Date:8/1/2018 8/ 1/18 14:49 Page 5 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^ ) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 402 45.39 12 . 4 402S 44 . 94 4 . 90 12 . 0 17 . 0 17 . 0 0 . 05 403 39. 42 18 . 5 4035 38 . 31 4 . 90 18 . 1 20 . 8 17 . 0 0 . 06 404 39. 42 15. 1 404S 38 .31 4 . 90 14 . 8 18 . 8 17. 0 0 . 06 468 39. 42 25. 1 469 39. 42 28 . 1 474 39. 42 28 . 1 476 39. 42 28 . 0 477 39. 42 21 . 5 480 39. 42 35. 8 481 39. 82 32 . 1 W 10 . 00 86. 6 Max velocity of 20 . 75 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 G Drawing Date:8/1/2018 8/ 1/18 14 :49 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 402 TO W (PRIMARY PATH) 17 . 00 0 . 874 1T 0. 46 12 . 0 12 . 0 K = 4 . 90 402S C=150 3. 00 -0 .2 0 .0 17 . 00 0 . 155 3. 46 0 . 5 12 . 0 Vel = 9. 18 0 . 874 12E 91.46 12 . 4 12 . 4 EqK = 4 . 83 402 C=150 1T 59. 00 2. 4 0 . 0 14 . 46 0 . 115 8S 150. 46 17 . 3 12 . 4 Vel = 7 . 81 1 . 101 1S 0 . 40 32 . 1 32 . 1 481 C=150 1 . 00 0 .2 0 . 0 14 . 46 0 . 037 1 . 40 0 . 1 32 . 1 Vel = 4 . 92 36. 51 1. 101 9.75 32.3 32 . 3 4A2 C=150 0 .00 4.2 0 . 0 See PATH 3 50 . 97 0 . 384 9.75 3.7 32 .3 Vel = 17 . 35 -8 . 17 1 . 101 1S 10 . 16 40 . 3 40 . 3 3A3 C=150 1 . 00 4 . 4 0 . 0 See PATH 10 42 . 80 0 .278 11. 16 3. 1 40 . 3 Vel = 14 .57 -4 .20 1 . 101 1E 10.28 47 . 8 47 . 8 4A1 C=150 1S 6. 00 4 . 5 0 . 0 See PATH 16 38 . 60 0 .230 16.28 3.7 47 . 8 Vel = 13. 14 1. 101 1E 7 . 40 56. 0 56. 0 1A4 C=150 1T 11. 00 0 . 0 0 . 0 38 . 60 0 .230 1S 18 . 40 4 .2 56. 0 Vel = 13. 14 16. 54 1 . 101 lE 3.72 60 .2 60 .2 lA5 C=150 1S 6. 00 0 . 0 0 . 0 See PATH 22 55. 15 0 . 444 9.72 4 . 3 60 .2 Vel = 18 . 77 1. 101 3E 7 . 97 64 . 6 64 . 6 1A1 C=150 1T 21. 00 -0 . 3 0 . 0 55. 15 0 . 444 1S 28 . 97 12 . 9 64 . 6 Vel = 18 .77 5. 84 1. 101 1T 9. 58 77 . 1 77 . 1 1A2 C=150 1S 6. 00 0 . 0 0 . 0 See PATH 24 60 . 99 0 . 535 15.58 8 . 3 77 . 1 Vel = 20 . 75 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing G Drawing Date:8/1/2018 8/ 1/18 14:49 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 1 FROM HYDRAULIC REFERENCE 402 TO W (PRIMARY PATH) 18 . 09 1.598 1S 7 . 00 85. 4 85. 4 1A3 C=150 1 . 00 0 . 0 0 . 0 See PATH 2 79. 08 0 . 141 8 . 00 1 . 1 85. 4 Vel = 12 . 77 W 79. 08 86. 6 K = 8 .50 PATH 2 FROM HYDRAULIC REFERENCE 402 TO 1A3 17 . 00 0. 874 1T 0 . 46 12 . 0 12 . 0 K = 4 . 90 402S C=150 3. 00 -0 .2 0 . 0 17 . 00 0 . 155 3. 46 0 .5 12 . 0 Vel = 9. 18 0 . 874 1E 13. 56 12 . 4 12 . 4 EqK = 4 .83 402 0=150 1S 5. 00 2. 6 0 . 0 2 . 54 0 . 005 18 . 56 0 . 1 12. 4 Vel = 1. 37 18 . 83 0. 874 1E 9. 67 15. 1 15. 1 EqK = 4 . 85 404 0=150 1S 5. 00 0. 0 0 . 0 21 . 37 0 .237 14 . 67 3.5 15. 1 Vel = 11 . 54 20. 83 1. 101 1S 10 . 00 18 . 5 18 .5 EqK = 4 . 84 403 0=150 1 . 00 0. 0 0 . 0 42 .20 0 .271 11 . 00 3. 0 18 . 5 Vel = 14 .36 -3.31 1. 101 2T 5.59 21 . 5 21 .5 477 C=150 10 . 00 0 . 0 0 . 0 See PATH 4 38 . 89 0 .233 15. 59 3. 6 21 . 5 Vel = 13.23 -18 . 03 0. 874 2T 7 .32 25. 1 25. 1 468 C=150 6. 00 0 . 0 0 . 0 See PATH 5 20 . 85 0 .226 13. 32 3. 0 25. 1 Vel = 11 .26 7 .25 0. 874 2E 8 . 58 28 . 1 28 . 1 469 C=150 1T 11 . 00 0 . 0 0 . 0 See PATH 7 AND 6 28 . 10 0 . 393 19. 58 7.7 28 . 1 Vel = 15. 18 1. 101 1S 9.75 35. 8 35. 8 480 0=150 1 . 00 4 .2 0 . 0 28 . 10 0 . 128 10 . 75 1. 4 35. 8 Vel = 9. 56 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing G Drawing Date:8/1/2018 8/ 1/18 14:49 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 402 TO 1A3 CONTINUED 8 . 17 1. 101 1S 10 . 16 41. 5 41 . 5 3A10 C=150 1 . 00 4 . 4 0 . 0 See PATH 10 36.28 0 .205 11 . 16 2 . 3 41 . 5 Vel = 12. 34 1 4 .20 1 . 101 9. 51 48 . 1 48 . 1 2A10 C=150 0 . 00 4 . 1 0 . 0 See PATH 16 40. 47 0 .251 9. 51 2 . 4 48 . 1 Vel = 13. 77 -16.54 0. 874 3T 8 . 09 54 . 7 54 . 7 1Al2 C=150 9. 00 0 . 0 0 . 0 See PATH 22 23. 93 0 .292 17 . 09 5. 0 54 . 7 Vel = 12 . 92 0 . 874 1T 5. 58 59. 6 59. 6 103A 0=150 3. 00 0. 0 0. 0 23. 93 0 .292 8 .58 2. 5 59. 6 Vel = 12. 92 0 . 874 1S 8 .51 62. 1 62. 1 104A 0=150 1. 00 0. 0 0. 0 23. 93 0 .292 9.51 2. 8 62. 1 Vel = 12. 92 0 . 874 4E 20. 02 64 . 9 64 . 9 1A9 0=150 2S 18 . 00 0 . 0 0 . 0 23. 93 0 .292 38 . 02 11 . 1 64 . 9 Vel = 12 . 92 -5. 84 0 . 874 2E 38 . 09 76. 0 76. 0 1A6 C=150 2T 16. 00 0 . 0 0 . 0 See PATH 24 18 .09 0 . 174 2S 54 . 09 9. 4 76. 0 Vel = 9. 77 1A3 18 . 09 85. 4 K = 1 . 96 18 .83 0 . 874 1T 1. 11 14 .8 14 .8 K = 4 . 90 404S 0=150 3. 00 -0.5 0 . 0 X8 . 83 0 . 187 4 . 11 0. 8 14 . 5 Vel = 10. 17 404 18 . 83 15. 1 K = 4 . 85 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing G Drawing Date:8/1/2018 8/ 1/18 14 :49 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 20 . 83 0. 874 1T 1 . 11 18 . 1 18 . 1 K = 4 . 90 403S 0=150 3. 00 -0 .5 0 . 0 20 . 83 0 .226 4 . 11 0 . 9 18 . 1 Vel = 11 .25 403 20. 83 18 . 5 K = 4 . 84 PATH 3 FROM HYDRAULIC REFERENCE 401 TO 4A2 22 . 42 0 . 874 1T 1. 11 20 . 9 20 . 9 K = 4 . 90 401S C=150 3. 00 -0 . 5 0 . 0 22 . 42 0 .259 4 . 11 1 . 1 20 . 9 Vel = 12 . 11 1 . 101 1E 41 . 18 21 .5 21 .5 EqK = 4 .83 401 0=150 1T 14 . 00 0 . 0 0 . 0 25. 73 0. 108 4S 55. 18 6. 0 21. 5 Vel = 8 .76 1 10.78 1 . 101 1T 16.25 27 .5 27 .5 4A3 C=150 2S 7 . 00 0 . 0 0 . 0 See PATH 5 AND 6 36. 51 0 .207 23.25 4 . 8 27 . 5 Vel = 12 . 43 4A2 36.51 32 .3 K = 6. 42 PATH 4 FROM HYDRAULIC REFERENCE 477 TO 401 3. 31 1 . 101 2S 2. 00 21 . 5 21 . 5 477 C=150 2 .00 0 . 0 0 . 0 See PATH 2 3. 31 0 . 002 4 .00 0 . 0 21 . 5 Vel = 1 . 13 401 3. 31 21 . 5 K = 0 . 71 22 . 42 0 . 874 1T 1 . 11 20 . 9 20 . 9 K = 4 . 90 401S 0=150 3 . 00 -0 . 5 0 . 0 22 . 42 0 .259 4 . 11 1 . 1 20 . 9 Vel = 12 . 11 401 22 . 42 21 .5 K = 4 . 83 PATH 5 FROM HYDRAULIC REFERENCE 468 TO 4A3 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing G Drawing Date:8/1/2018 8/ 1/18 14 :49 1 Tyco Fire Products Page 10 - I 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 5 FROM HYDRAULIC REFERENCE 468 TO 4A3 CONTINUED 18 . 03 1 . 101 10 37 . 58 25. 1 25. 1 468 C=150 3S 4 . 50 0 . 0 0 . 0 See PATH 2 18 . 03 0 . 056 42 . 08 2 . 4 25. 1 Vel = 6. 14 4A3 18 . 03 27 . 5 K = 3. 44 PATH 6 FROM HYDRAULIC REFERENCE 4A3 TO 469 7 .25 0 . 874 1T 7 . 32 27 .5 27 . 5 4A3 C=150 3. 00 0 .0 0. 0 See PATH 3 AND 5 7 .25 0 . 032 10 . 32 0 .3 27. 5 Vel = 3. 91 -3. 19 0 . 874 1T 4 . 51 27 . 8 27 . 8 4A4 C=150 1S 4 . 00 0 .0 0 . 0 See PATH 7 4 . 06 0 . 011 8 . 51 0 . 1 27 . 8 Vel = 2 . 19 -2 . 02 0 . 874 1T 37 . 58 27 . 9 27 . 9 4A5 C=150 10 10. 00 0 . 0 0 . 0 See PATH 8 2 . 04 0 . 003 6S 47.58 0. 1 27 . 9 Vel = 1 . 10 2 . 02 0 . 874 1T 4 . 51 28 . 1 28 . 1 474 C=150 3. 00 0 . 0 0 . 0 See PATH 8 4 . 06 0. 011 7 . 51 0 . 1 28 . 1 Vel = 2 . 19 469 4 . 06 28 .1 K = 0 .76 PATH 7 FROM HYDRAULIC REFERENCE 4 4 TO 469 3. 19 0 . 874 1T 37 . 58 27 . 8 27 . 8 4A4 C=150 10 8 . 00 0 . 0 0. 0 See PATH 6 3. 19 0. 007 4S 45. 58 0 . 3 27 . 8 Vel = 1.72 469 3. 19 28 . 1 K = 0. 60 PATH 8 FROM HYDRAULIC REFERENCE 4A5 TO 474 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing G Drawing Date:8/1/2018 8/ 1/18 14:49 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 4A5 TO 474 CONTINUED 2 . 02 0 . 874 2T 12 .51 27. 9 27 . 9 4A5 C=150 1S 7 . 00 0 . 0 0 . 0 See PATH 6 2 . 02 0 . 003 19. 51 0 . 1 27 . 9 Vel = 1 . 09 -0 . 80 0 . 874 4S 19.58 28 . 0 28 . 0 4A6 C=150 4 . 00 0 . 0 0 . 0 See PATH 9 1 .22 0 . 001 23. 58 0 . 0 28 . 0 Vel = 0 . 66 0 . 80 0 . 874 1T 14 . 51 28 . 0 28 . 0 476 C=150 2S 5. 00 0 . 0 0 . 0 See PATH 9 2 .02 0 . 003 19. 51 0 . 1 28 .0 Vel = 1 . 09 474 2 . 02 28 . 1 K = 0 . 38 PATH 9 FROM HYDRAULIC REFERENCE 4A6 TO 476 0. 80 0. 874 2E 32 . 60 28 . 0 28 . 0 4A6 C=150 2T 18 . 00 0 . 0 0. 0 See PATH 8 0 . 80 0 . 001 4S 50 . 60 0 . 0 28 . 0 Vel = 0 . 43 476 0 . 80 28 . 0 K = 0 . 15 PATH 10 FROM HYDRAULIC REFERENCE 3A3 TO 3A10 8 . 17 0. 874 1T 4 . 06 40. 3 40 . 3 3A3 C=150 3. 00 0. 0 0. 0 See PATH 1 8 . 17 0 . 040 7 . 06 0 . 3 40 .3 Vel = 4 . 41 -3. 47 0. 874 1T 5.58 40. 6 40 . 6 3A2 C=150 1S 4 . 00 0 . 0 0. 0 See PATH 11 4 . 70 0 . 014 9. 58 0 . 1 40 . 6 Vel = 2 .54 -1 . 96 0 . 874 2E 22 . 95 40.7 40 . 7 3A1 C=150 1T 13. 00 0 . 0 0 . 0 See PATH 12 2 . 74 0 . 005 2S 35. 95 0 .2 40 . 7 Vel = 1. 48 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing G Drawing Date:8/1/2018 8/ 1/18 14 :49 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 3A3 TO 3A10 CONTINUED -0 . 38 0 . 874 1E 3S 52 .20 40 . 9 40 . 9 3A4 C=150 2T 14 . 00 0 . 0 0 . 0 See PATH 13 2 . 36 0 . 004 1C 66.20 0 .3 40 . 9 Vel = 1 .28 2.34 0 . 874 1T 4. 19 41.2 41.2 3A9 C=150 1S 4 . 00 0 . 0 0. 0 See PATH 12 4 . 70 0. 014 8 . 19 0 . 1 41 .2 Vel = 2 . 54 3. 47 0 . 874 1T 0 . 98 41 . 3 41 . 3 3A11 C=150 3. 00 0 .0 0 . 0 See PATH 11 8 . 17 0 . 040 3. 98 0 .2 41 . 3 Vel = 4 . 41 3A10 8 . 17 41.5 K = 1 .27 PATH 11 FROM HYDRAULIC REFERENCE 3A2 TO 3A11 3. 47 0 . 874 3E 43. 08 40 . 6 40 . 6 3A2 C=150 1T 21. 00 0. 0 0 . 0 See PATH 10 3. 47 0 . 008 6S 64 . 08 0 . 5 40 . 6 Vel = 1. 88 -1. 54 0. 874 1E 36. 67 41 . 1 41 . 1 3A6 C=150 2T 16. 00 0 .0 0 . 0 See PATH 14 1 . 93 0 . 003 6S 52. 67 0. 1 41. 1 Vel = 1. 04 1.54 0 . 874 1T 2 . 00 41 .2 41 .2 3Al2 C=150 3. 00 0 . 0 0 . 0 See PATH 14 3. 47 0 . 008 5. 00 0 .0 41 .2 Vel = 1 .88 3A11 3. 47 41 . 3 K = 0 . 54 PATH 12 FROM HYDRAULIC REFERENCE 3A1 TO 3A9 1. 96 0 . 874 3E 44 . 69 40 . 7 40 . 7 3A1 C=150 1T 23.00 0 .0 0 . 0 See PATH 10 1. 96 0 . 003 8S 67 . 69 0 .2 40 .7 Vel = 1 . 06 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building G Drawing Date:8/1/2018 8/ 1/18 14 :49 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 12 FROM HYDRAULIC REFERENCE 3A1 TO 3A9 CONTINUED 0.38 0 . 874 5E 32 . 03 40 . 9 40. 9 3A5 C=150 2S 22 . 00 0 . 0 0 . 0 See PATH 13 2. 34 0 . 004 54 . 03 0 .2 40 . 9 Vel = 1 .26 -0 . 71 0 . 874 iT 9. 61 41 . 1 41 . 1 3A7 C=150 2S 5. 00 0 . 0 0. 0 See PATH 15 1 . 63 0 . 002 14 . 61 0 . 0 41 . 1 Vel = 0 . 88 0 .71 0 . 874 1S 4 . 81 41 .2 41.2 3A8 C=150 1 . 00 0 . 0 0 . 0 See PATH 15 2 . 34 0 . 004 5. 81 0 . 0 41 .2 Vel = 1 .26 3A9 2 .34 41.2 K = 0 . 36 PATH 13 FROM HYDRAULIC REFERENCE 3A4 TO 3A5 0 . 38 0 . 874 1T 5. 74 40 . 9 40. 9 3A4 C=150 2S 5. 00 0 . 0 0 . 0 See PATH 10 0.38 0 . 000 10.74 0. 0 40 . 9 Vel = 0 .20 3A5 0 . 38 40 . 9 K = 0 . 06 PATH 14 FROM HYDRAULIC REFERENCE 3A6 TO 3Al2 1 . 54 0 . 874 1E 8S 60 . 67 41 . 1 41. 1 3A6 C=150 2T 19. 00 0 . 0 0 . 0 See PATH 11 1 . 54 0 . 002 1C 79. 67 0 . 1 41 . 1 Vel = 0 . 83 3Al2 1 . 54 41 .2 K = 0 .24 PATH 15 FROM HYDRAULIC REFERENCE 3A7 TO 3A8 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing G Drawing Date:8/1/2018 8/ 1/18 14 :49 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 15 FROM HYDRAULIC REFERENCE 3A7 TO 3A8 CONTINUED 0 .71 0 . 874 1T 6. 42 41 . 1 41 . 1 3A7 C=150 1S 4 .00 0 . 0 0 . 0 See PATH 12 0 .71 0 . 000 10. 42 0 . 0 41 . 1 Vel = 0 . 38 0 . 874 1E 19. 90 41. 1 41 . 1 301 0=150 3S 7 . 00 0. 0 0 . 0 0 . 71 0 . 000 26. 90 0. 0 41. 1 Vel = 0 .38 0 . 874 1E 11. 53 41 . 1 41. 1 302 0=150 2S 6. 00 0 . 0 0 . 0 0 .71 0 .000 17 .53 0 . 0 41 . 1 Vel = 0. 38 0 . 874 lE 6. 66 41. 1 41 . 1 303 0=150 1T 7. 00 0 . 0 0 . 0 0 .71 0. 000 13. 66 0.0 41 . 1 Vel = 0 . 38 3A8 0 . 71 41.2 K = 0 . 11 PATH 16 FROM HYDRAULIC REFERENCE 4A1 TO 2A10 4 .20 0 . 874 1T 4 . 06 47. 8 47 . 8 4A1 C=150 3. 00 0 . 0 0 . 0 See PATH 1 4 .20 0 .012 7 .06 0 . 1 47 . 8 Vel = 2.27 -1.78 0. 874 1T 5.58 47 . 9 47 . 9 2A2 C=150 1S 4 . 00 0. 0 0 . 0 See PATH 17 2 . 41 0 . 004 9. 58 0. 0 47 . 9 Vel = 1.30 -1 . 01 0 .874 2E 22 . 95 47 . 9 47 . 9 2A1 C=150 1T 13.00 0. 0 0. 0 See PATH 18 1 . 41 0. 002 2S 35. 95 0. 1 47 . 9 Vel = 0 . 76 -0 . 19 0 . 874 1E 3S 52 .20 48 . 0 48 . 0 2A4 C=150 2T 14 .00 0 . 0 0 . 0 See PATH 19 1 .21 0 .001 10 66.20 0 . 1 48 . 0 Vel = 0 . 66 1.20 0 . 874 1T 4 . 19 48 . 1 48 . 1 2A9 C=150 1S 4 . 00 0. 0 0 . 0 See PATH 18 2 . 41 0 . 004 8 . 19 0 . 0 48 . 1 Vel = 1. 30 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building G Drawing Date:8/1/2018 8/ 1/18 14:49 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 16 FROM HYDRAULIC REFERENCE 4A1 TO 2A10 CONTINUED 1 . 78 0 . 874 1T 0 . 98 48 . 1 48 . 1 2A11 C=150 3. 00 0 . 0 0 . 0 See PATH 17 4 .20 0 . 012 3. 98 0 . 0 48 . 1 Vel = 2.27 2A10 4 .20 48 . 1 K = 0 . 61 PATH 17 FROM HYDRAULIC REFERENCE 2A2 TO 2A11 1 . 78 0 . 874 3E 43. 08 47 . 9 47. 9 2A2 C=150 1T 21 . 00 0 . 0 0 . 0 See PATH 16 1 . 78 0 . 002 6S 64 . 08 0 .2 47. 9 Vel = 0 . 96 -0 . 79 0 . 874 1E 36. 67 48 . 0 48 . 0 2A6 C=150 2T 16. 00 0 . 0 0 . 0 See PATH 20 0 . 99 0 . 001 6S 52 . 67 0. 0 48 . 0 Vel = 0 .54 0 .79 0 . 874 1T 2 . 00 48 . 1 48 . 1 2Al2 C=150 3. 00 0. 0 0 . 0 See PATH 20 1. 78 0. 002 5. 00 0 . 0 48 . 1 Vel = 0 . 96 2A11 1.78 48 . 1 K = 0 .26 PATH 18 FROM HYDRAULIC REFERENCE 2A1 TO 2A9 1. 01 0. 874 3E 44 . 69 47 . 9 47 . 9 2A1 C=150 1T 23. 00 0 . 0 0 . 0 See PATH 16 1. 01 0. 001 8S 67. 69 0 . 1 47. 9 Vel = 0 .54 0 . 19 0 . 874 5E 32. 03 48 . 0 48 . 0 2A5 C=150 2S 22 . 00 0 . 0 0 . 0 See PATH 19 1.20 0 . 001 54 . 03 0 . 1 48 . 0 Vel = 0. 65 -0 . 36 0 . 874 1T 9. 61 48 . 0 48 . 0 2A7 C=150 2S 5. 00 0 . 0 0 . 0 See PATH 21 0 . 84 0 . 001 14 . 61 0 . 0 48 . 0 Vel = 0 . 45 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing G Drawing Date:8/1/2018 8/ 1/18 14 :49 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 2A1 TO 2A9 CONTINUED 0 . 36 0 . 874 1S 4 . 81 48 . 1 48 . 1 2A8 C=150 1 . 00 0.0 0 . 0 See PATH 21 1 .20 0 . 001 5. 81 0 . 0 48 . 1 Vel = 0 . 65 2A9 1 .20 48 .1 K = 0 . 17 PATH 19 FROM HYDRAULIC REFERENCE 2A4 TO 2A5 0 . 19 0 . 874 1T 5.74 48 . 0 48 . 0 2A4 C=150 2S 5. 00 0 . 0 0. 0 See PATH 16 0. 19 0 . 000 10.74 0 . 0 48 . 0 Vel = 0 . 11 2A5 0 . 19 48 . 0 K = 0 . 03 PATH 20 FROM HYDRAULIC REFERENCE 2A6 TO 2Al2 0 . 79 0 . 874 1E 8S 60 . 67 48 . 0 48 . 0 2A6 C=150 2T 19.00 0 . 0 0. 0 See PATH 17 0 .79 0 . 001 10 79. 67 0 . 0 48 . 0 Vel = 0. 43 2Al2 0 . 79 48 . 1 K = 0 .11 PATH 21 FROM HYDRAULIC REFERENCE 2A7 TO 2A8 0 .36 0 .874 1T 6. 42 48 . 0 48 . 0 2A7 0=150 1S 4 . 00 0 . 0 0 . 0 See PATH 18 0. 36 0 . 000 10 . 42 0.0 48 . 0 Vel = 0 .20 0 . 874 1E 19. 90 48 . 0 48 . 0 201 0=150 3S 7 . 00 0 . 0 0 . 0 0 .36 0. 000 26. 90 0 .0 48 . 0 Vel = 0 .20 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing G Drawing Date:8/1/2018 8/ 1/18 14:49 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 21 FROM HYDRAULIC REFERENCE 2A7 TO 2A8 CONTINUED 0 . 874 1E 11. 53 48 . 1 48 . 1 202 C=150 2S 6. 00 0 .0 0 . 0 0 . 36 0 . 000 17 . 53 0 . 0 48 . 1 Vel = 0 .20 0 . 874 1E 6. 66 48 . 1 48 . 1 203 C=150 iT 7. 00 0 . 0 0 . 0 0.36 0 . 000 13. 66 0 . 0 48 . 1 Vel = 0 .20 2A8 0 . 36 48 . 1 K = 0 . 05 PATH 22 FROM HYDRAULIC REFERENCE 1Al2 TO 1A5 16.54 0 . 874 1E 4 . 04 54 . 7 54 . 7 1Al2 C=150 2T 10. 00 0 . 0 0 . 0 See PATH 2 16. 54 0 . 147 14 . 04 2 . 1 54 . 7 Vel = 8 . 93 1. 101 1E 0 .77 56.7 56. 7 1A11 C=150 5. 00 0 .3 0 . 0 16. 54 0 . 048 5. 77 0 .3 56.7 Vel = 5. 63 1 . 101 2S 12. 99 57 . 3 57 . 3 1A10 C=150 2 . 00 0 . 0 0 . 0 16. 54 0 . 048 14 . 99 0 . 7 57 . 3 Vel = 5. 63 -4 . 01 1 . 101 3S 14 . 75 58 . 1 58 . 1 1A8 C=150 3. 00 0 . 0 0 . 0 See PATH 23 12 .53 0 . 029 17 . 75 0 .5 58 . 1 Vel = 4 .26 4 . 01 1. 101 1C 30. 42 58 . 6 58 . 6 1A7 C=150 3S 4 . 50 0 . 0 0 . 0 See PATH 23 16. 54 0. 048 34 . 92 1. 7 58 . 6 Vel = 5 . 63 lA5 16. 54 60 .2 K = 2 . 13 PATH 23 FROM HYDRAULIC REFERENCE 1A8 TO 1A7 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing G Drawing Date:8/1/2018 8/ 1/18 14 :49 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 1A8 TO 1A7 CONTINUED 4 . 01 0 . 874 2E 29. 43 58 . 1 58 .1 1A8 C=150 2T 18 . 00 0 . 0 0 . 0 See PATH 22 4 . 01 0 . 011 4S 47 .43 0 . 5 58 . 1 Vel = 2 . 17 1A7 4 . 01 58 . 6 K = 0 .52 PATH 24 FROM HYDRAULIC REFERENCE 1A6 TO 1A2 5. 84 0 . 874 1E 35. 68 76. 0 76. 0 1A6 C=150 2T 14 .00 0 . 0 0 . 0 See PATH 2 5. 84 0 . 021 2S 49. 68 1. 1 76. 0 Vel = 3. 15 1A2 5. 84 77 . 1 K = 0 . 67 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building G Static Pres: 104.0 psi Pressure: 95.0 psi In: 0 gpm 13223 SW 169th Ave Resid. Pres: 100.0 psi Sys Flow: 79 gpm Out: 0 gpm Tigard, Oregon Flow: 1405 gpm Sys+Hose: 79 gpm Remote Area: 4 Date: 4/4/2018 Safety Pres: 7.6 psi Loc: 17051 SW Appledale Rd Hd Ely Pres: 15.1 psi 140 120 • Supply 100 • 80 60 40 20 0-15.1 psi 100 150 200 250 300 350 400 450 5(