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Report (136) •V aLA- \?)k-\ S \ - River Terrace East Builaing H Drawing Date: 7/25/2018 7/26/18 12:31 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: 4 Contractor: Jet Fire Protection Telephone: 503-588-5262 1935 Silverton RD NE ,� Salem, OR 97301 Designer: Terry Paige, NICET III SEP 2 4 2018 Calculated By:SprinkCAD www.sprinkcad.com CITY OF 1 , r 451 N. Cannon Ave. %JUNG DIVI.Clnit• 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 I K-Factor: 4 . 90 Hose Allowance Outside 0 gpm I Temperature Rating: 155 CALCULATION SUMMARY 4 Flowing Outlets gpm Required: 80.1 psi Required: 93.5 @ 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 : PRooFss _,c04;;� GINEF• ip�, I5 9P.S�)_.( t, ���i' Go • O'15, 2O001 O�J�N Fy LYNN S I EXPIRES: 06-30-2020 s River Terrace East Builaing B Drawing Date: 7/25/2018 7/26/18 12:31 , HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 4 80 76.6 psi 1 1-1/2" CPVC 90 Ell 7 ' 120 1. 610 80 2 .1 Total Loss for TO SYSTEM 2.1 psi 1 Pipe 14" PVx15 6' 150 1.598 80 0 . 9 1 Pipe 14" 40x21 1 ' 120 1 . 610 80 0 .2 1 14" Thrd Butterfly Valve Victaul 1 ' 120 1 . 610 80 0 .2 1 Pipe 14" 40x21 1' 120 1. 610 80 0 . 1 1 14" Thrd Check Valve Generic NFPA 9' 120 1. 610 80 1. 9 1 Pipe 14" 40x21 1 ' 120 1 . 610 80 0 .2 Elevation Change 19' 11" 8 . 6 Total Loss for THRU RISER 12.1 psi Hydr Ref BOR Required at AT BASE OF RISER 80 90.8 psi 1 Pipe 4" G4x21 18 ' 120 4 . 026 80 0 .0 1 Pipe 4" PVx20 2 ' 150 4 .230 80 0. 0 1 Pipe 6" PVx20 136' 150 6. 090 80 0 . 0 1 Pipe 8" DIxl8 Cl 350 269' 140 8 .488 80 0 . 0 Elevation Change 6' 0" 2 . 6 Total Loss for THRU UNDG 2.7 psi Hydr Ref POC Required at CITY CONN 80 93.5 psi Water Source102 . 7 psi static, 98 . 7 psi residual @ 1405 gpm 80 gpm 102.7 psi SAFETY PRESSURE 9.2 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 93.5 psi This is a safety margin of 9.2 psi or 9 % of Supply Maximum Water Velocity is 21. 9 fps River Terrace East Builaing H Drawing Date: 7/25/2018 7/26/18 12:31 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 B Drawing Date: 7/25/2018 7/26/18 12:31 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 62 . 6 1A2 9.23 62 . 6 1A3 9.23 62 . 9 1A4 9.23 62 . 4 1A5 9.23 62 . 1 1A7 9.23 61 . 8 1A8 9.23 61. 6 1A6 9.23 62 . 0 2A7 19. 88 75. 5 2A4 19. 51 62 .4 2A8 19. 51 59. 8 2A3 19. 88 66.0 2A9 19.88 71 . 0 2A10 19. 51 59. 9 2A5 19.88 67 . 9 2A1 19. 51 59. 8 2A2 19.51 59.7 2A11 19. 88 56. 9 2Al2 19. 51 59. 9 2A13 19. 51 59. 9 2A15 19.51 59.2 2A16 19.88 59. 0 2A17 19. 88 58 .5 2A6 19.88 72 . 1 3Al2 29. 67 50 . 3 3A5 29. 67 50 .0 3A2 29. 67 49. 7 3A6 29. 67 50 .2 3A9 29. 67 50 . 6 3A10 29. 67 50 . 6 3A3 29. 67 49.5 3A4 29. 67 50 .0 3A1 29. 67 49. 8 3A7 29. 67 50 .2 3A8 29. 67 50 .2 3A11 29. 67 50.3 4A7 39. 42 32.7 4A8 37.42 37 . 4 4A9 39. 42 37 . 4 4A10 39. 42 45. 0 4A5 39. 42 37 . 4 4A4 39. 42 37 . 4 4A1 39. 18 41. 6 4A6 39. 42 37 . 4 4A2 39. 42 37 . 4 4A3 39. 42 37 . 4 101 9.23 62 . 0 102 9.23 62 .0 103 9.23 62 . 0 202A 19. 88 65. 0 203A 19. 88 62 . 0 , River Terrace East Builaing B Drawing Date: 7/25/2018 7/26/18 12:31 Page 5 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^1,0 ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 204A 19. 88 63. 4 301 29. 67 50.2 301A 29. 67 50 .2 302 29. 67 50.2 303 29. 67 50 .2 401 39. 42 26. 0 4015 38 .31 4 . 90 25.2 24 . 6 17 . 0 0. 07 401A 39. 42 26. 0 402 45.39 12 . 4 402S 44 . 94 4 . 90 12 . 0 17 . 0 17 . 0 0 . 05 403 39. 42 17 . 1 403S 39. 41 4 . 90 16. 5 19. 9 17 . 0 0 . 06 404 39. 42 14 . 9 404S 39. 41 4 . 90 14 . 4 18 . 6 17 . 0 0. 05 440 19.51 58 . 6 450 39. 18 41 . 3 W 19. 88 76. 6 Max velocity of 21. 95 occurs in the pipe from 401A TO 4A7 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 12:31 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 404 TO W (PRIMARY PATH) 18 . 57 0 . 874 1T 0 . 01 14 . 4 14 . 4 K = 4 . 90 404S C=150 3. 00 -0 . 0 0 . 0 18 . 57 0 . 183 3. 01 0 . 6 14 . 4 Vel = 10 . 03 0 . 874 1E 9. 67 14 . 9 14 . 9 EqK = 4 . 81 404 C=150 1S 5. 00 0 . 0 0 . 0 16. 62 0. 149 14 . 67 2.2 14 . 9 Vel = 8 . 98 19. 89 0 . 874 1T 10. 00 17 .1 17 . 1 EqK = 4 . 81 403 0=150 1S 4 . 00 0. 0 0 . 0 36. 51 0. 638 14 . 00 8 . 9 17 . 1 Vel = 19. 72 4 . 13 0 . 874 1T 5. 59 26. 0 26. 0 401A C=150 3. 00 0. 0 0 . 0 See PATH 4 40 . 64 0.778 8 .59 6. 7 26. 0 Vel = 21. 95 -14 . 08 0 . 874 2T 7 . 32 32 .7 32 .7 4A7 C=150 6. 00 0 . 0 0 . 0 See PATH 5 26. 56 0. 354 13.32 4 .7 32 . 7 Vel = 14 . 34 1 . 92 0 . 874 2E 9. 76 37 . 4 37 . 4 4A8 C=150 1S 9. 00 0 . 0 0 . 0 See PATH 7 AND 6 28 . 48 0 . 403 18 . 76 7 . 6 37 . 4 Vel = 15. 38 1 . 101 1S 9.75 45.0 45. 0 4A10 0=150 1 . 00 4 .2 0 . 0 28 . 48 0. 131 10 .75 1 . 4 45. 0 Vel = 9. 69 7 . 67 1. 101 9.79 50 . 6 50 . 6 3A9 C=150 0 . 00 4 .2 0 . 0 See PATH 10 36. 15 0 .203 9.79 2. 0 50 . 6 Vel = 12 . 30 -7 .52 0 . 874 1T 1.03 56. 9 56. 9 2A11 C=150 3. 00 0. 0 0 . 0 See PATH 16 28 . 63 0 . 407 4 . 03 1 . 6 56. 9 Vel = 15. 46 -11. 19 0 . 874 3T 12 . 80 58 . 5 58 . 5 2A17 C=150 9. 00 0 . 0 0 . 0 See PATH 20 17 . 44 0 . 163 21 . 80 3. 5 58 .5 Vel = 9. 42 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) 1 River Terrace East Hulloing H Drawing Date: 7/25/2018 7/26/18 12:31 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 404 TO W (PRIMARY PATH) 0. 874 1T 5.58 62 . 0 62 . 0 203A C=150 3. 00 0 . 0 0. 0 17 . 44 0 . 163 8 . 58 1. 4 62. 0 Vel = 9. 42 0. 874 1S 8 . 51 63. 4 63. 4 204A C=150 1. 00 0 . 0 0. 0 17 . 44 0 . 163 9. 51 1. 5 63. 4 Vel = 9. 42 0. 874 4E 19.21 65. 0 65. 0 202A 0=150 2S 18 . 00 0 . 0 0. 0 17 . 44 0 . 163 37 .21 6. 1 65. 0 Vel = 9. 42 -5. 42 0. 874 2E 38 . 09 71 . 0 71 . 0 2A9 C=150 2T 16. 00 0 . 0 0. 0 See PATH 24 12 . 03 0 . 082 2S 54 . 09 4 . 4 71 . 0 Vel = 6. 49 68 . 03 1 .598 1S 7 . 00 75. 5 75.5 2A7 C=150 1. 00 0. 0 0. 0 See PATH 2 80. 06 0 . 144 8 . 00 1.2 75. 5 Vel = 12 . 93 W 80 . 06 76. 6 K = 9. 15 19. 89 0 . 874 1T 0. 01 16.5 16.5 K = 4 . 90 4035 0=150 3. 00 -0. 0 0 . 0 19. 89 0 .207 3. 01 0 . 6 16. 5 Vel = 10 . 74 403 19. 89 17. 1 K = 4 . 81 PATH 2 FROM HYDRAULIC REFERENCE 404 TO 2A7 18 . 57 0 . 874 1T 0 . 01 14 . 4 14 . 4 K = 4 . 90 4045 0=150 3. 00 -0 . 0 0. 0 18 .57 0. 183 3. 01 0. 6 14 . 4 Vel = 10 . 03 0 . 874 1E 13.56 14 . 9 14 . 9 EqK = 4 . 81 404 0=150 1S 5. 00 -2 . 6 0. 0 1 . 95 0. 003 18 . 56 0. 1 14 . 9 Vel = 1 . 06 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing H Drawing Date: 7/25/2018 7/26/18 12:31 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 404 TO 2A7 CONTINUED 17 . 00 0 . 874 9E 91. 05 12. 4 12 . 4 EqK = 4 . 83 402 0=150 1T 47 . 00 2 .7 0 . 0 18 . 95 0 .190 8S 138 . 05 26.2 12 . 4 Vel = 10 .24 1.101 1T 0 . 48 41 . 3 41 .3 450 C=150 5. 00 0 . 0 0 . 0 18 . 95 0. 062 5. 48 0 . 3 41.3 Vel = 6. 45 32 . 62 1. 101 9. 51 41 . 6 41. 6 4A1 C=150 0. 00 4 . 1 0 . 0 See PATH 3 51 . 58 0.393 9. 51 3. 7 41. 6 Vel = 17 . 55 -7 . 67 1 . 101 1T 10 . 16 49.5 49. 5 3A3 C=150 1S 6. 00 4 . 4 0 .0 See PATH 10 43. 90 0 .291 16. 16 4 .7 49. 5 Vel = 14 . 94 7 .52 1 . 101 3. 00 58 . 6 58 . 6 440 C=150 0 . 00 0 . 0 0 . 0 See PATH 16 51. 43 0 . 390 3. 00 1 .2 58 . 6 Vel = 17 . 50 -1. 56 1 .101 1T 2 . 14 59.7 59.7 2A2 C=150 5. 00 0 . 0 0 . 0 See PATH 21 49. 87 0 .369 7 . 14 2 . 6 59.7 Vel = 16. 97 1 . 101 2E 0 .36 62 . 4 62 . 4 2A4 0=150 10 . 00 -0 .2 0 . 0 49. 87 0 . 369 10. 36 3. 8 62 . 4 Vel = 16. 97 1.101 1S 4 . 03 66. 0 66. 0 2A3 C=150 1. 00 0. 0 0 . 0 49. 87 0.369 5. 03 1 . 9 66. 0 Vel = 16. 97 12 .75 1 .394 1E 9. 56 67 . 9 67. 9 2A5 C=150 1T 14 . 00 0.0 0 . 0 See PATH 20 62 . 61 0 .178 2S 23. 56 4 .2 -67.9 Vel - 13.29 5 . 42 1.394 1T 9.25 72 . 1 72 . 1 2A6 0=150 1S 7. 00 0 . 0 0 . 0 See PATH 24 68 . 03 0 .208 16.25 3. 4 72 . 1 Vel = 14 . 44 2A7 68 . 03 75.5 K = 7 . 83 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing B Drawing Date: 7/25/2018 7/26/18 12:31 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 . 00 0. 874 1T 0 .46 12. 0 12 . 0 K = 4 . 90 4025 C=150 3. 00 -0 .2 0 . 0 17 . 00 0. 155 3.46 0 . 5 12 . 0 Vel = 9. 18 402 17 . 00 12. 4 K = 4 . 83 PATH 3 FROM HYDRAULIC REFERENCE 401 TO 4A1 24 . 59 0 . 874 1T 1. 11 25.2 25.2 K = 4 . 90 4015 C=150 3. 00 -0 . 5 0 . 0 24 . 59 0 .307 4 . 11 1 .3 25.2 Vel = 13.28 0 . 874 1E 41 . 18 26. 0 26. 0 EqK = 4 . 83 401 C=150 1T 11 . 00 0 . 0 0 . 0 20 . 46 0.218 4S 52 . 18 11. 4 26. 0 Vel = 11. 05 12 . 16 1. 101 1E 16. 49 37 . 4 37 . 4 4A2 C=150 3S 8 . 00 0. 1 0 . 0 See PATH 5 AND 6 32 . 62 0 . 168 24 . 49 4 . 1 37 . 4 Vel = 11 . 10 4A1 32 . 62 41 . 6 K = 5. 06 PATH 4 FROM HYDRAULIC REFERENCE 401 TO 401A 24 . 59 0 . 874 1T 1 . 11 25.2 25.2 K = 4 . 90 4015 C=150 3. 00 -0 . 5 0 . 0 24 . 59 0 .307 4 . 11 1 . 3 25.2 Vel = 13.28 0. 874 1T 2 . 00 26. 0 26. 0 EqK = 4 . 83 401 C=150 3. 00 0. 0 0 . 0 4 . 13 0. 011 5. 00 0 . 1 26. 0 Vel = 2.23 401A 4 . 13 26. 0 K = 0 . 81 PATH 5 FROM HYDRAULIC REFERENCE 4A7 TO 4A2 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing B Drawing Date: 7/25/2018 7/26/18 12:31 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 5 FROM HYDRAULIC REFERENCE 4A7 TO 4A2 CONTINUED 14 . 08 0 .874 1C 37.58 32.7 32 .7 4A7 C=150 4S 5. 00 0 . 0 0 . 0 See PATH 1 14 . 08 0 . 109 42 . 58 4 . 7 32 .7 Vel = 7 . 60 4A2 14 . 08 37 . 4 K = 2 . 30 PATH 6 FROM HYDRAULIC REFERENCE 4A2 TO 4A8 1 . 92 0. 874 1T 7 . 32 37 . 4 37 .4 4A2 C=150 3. 00 0 . 0 0 .0 See PATH 3 AND 5 1 . 92 0 . 003 10 .32 0 .0 37 . 4 Vel = 1 . 04 -0 . 85 0 . 874 1T 4 .51 37 . 4 37 . 4 4A3 C=150 1S 4 . 00 0 . 0 0 .0 See PATH 7 1 . 07 0 . 001 8 . 51 0 . 0 37 . 4 Vel = 0.58 -0 .54 0 .874 1T 37 .58 37 . 4 37 . 4 4A4 C=150 1C 10 . 00 0 . 0 0 .0 See PATH 8 0 . 54 0 . 000 6S 47 .58 0 . 0 37 . 4 Vel = 0 .29 0 .54 0 .874 1T 4 .51 37. 4 37 . 4 4A9 C=150 3. 00 0 . 0 0 .0 See PATH 8 1 . 07 0 . 001 7 .51 0 . 0 37 . 4 Vel = 0 . 58 4A8 1 . 07 37 . 4 K = 0 . 18 PATH 7 FROM HYDRAULIC RZFERENCE 4A3 TO 4A8 0 . 85 0 . 874 1T 37 . 58 37 . 4 37 .4 4A3 C=150 10 8 .00 0 .0 0 .0 See PATH 6 0 . 85 0 . 001 4S 45.58 0 . 0 37 . 4 Vel = 0 . 46 4A8 0 . 85 37 . 4 K = 0 . 14 PATH 8 FROM HYDRAULIC REFERENCE 4A4 TO 4A9 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) , River Terrace East Builaing H Drawing Date: 7/25/2018 7/26/18 12:31 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 4A4 TO 4A9 CONTINUED 0.54 0. 874 2T 12 . 51 37 . 4 37. 4 4A4 C=150 1S 7. 00 0 . 0 0 . 0 See PATH 6 0 . 54 0. 000 19. 51 0. 0 37. 4 Vel = 0.29 -0 .21 0 . 874 4S 19. 58 37. 4 37. 4 4A5 C=150 4 . 00 0 . 0 0 . 0 See PATH 9 0 . 32 0 . 000 23. 58 0 . 0 37. 4 Vel = 0 . 17 0 .21 0 . 874 1T 14 . 51 37 . 4 37. 4 4A6 C=150 2S 5. 00 0 . 0 0 . 0 See PATH 9 0 . 54 0 .000 19. 51 0 . 0 37 . 4 Vel = 0 .29 4A9 0 . 54 37. 4 K = 0 . 09 PATH 9 FROM HYDRAULIC REFERENCE 4A5 TO 4A6 0.21 0 . 874 2E 32. 60 37 .4 37. 4 4A5 C=150 2T 18 . 00 0 . 0 0 . 0 See PATH 8 0 .21 0 . 000 4S 50. 60 0 . 0 37. 4 Vel = 0 . 12 4A6 0 .21 37. 4 K = 0. 03 PATH 10 FROM HYDRAULIC REFERENCE 3A3 TO 3A9 7. 67 0 . 874 1T 4 . 06 49.5 49.5 3A3 C=150 3. 00 0. 0 0. 0 See PATH 2 7. 67 0. 036 7. 06 0 . 3 49.5 Vel = 4 . 14 -3.26 0. 874 1T 5. 58 49. 7 49. 7 3A2 C=150 1S 4 . 00 0. 0 0. 0 See PATH 11 4 . 41 0 . 013 9.58 0 . 1 49. 7 Vel = 2 . 38 -1 . 84 0 . 874 2E 22 . 95 49. 8 49. 8 3A1 C=150 1T 13. 00 0 . 0 0. 0 See PATH 12 2 . 58 0 . 005 2S 35. 95 0.2 49. 8 Vel = 1 . 39 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing H Drawing Date: 7/25/2018 7/26/18 12:31 Tyco Fire Products Page 12 . 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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 3A9 CONTINUED -0 . 36 0 . 874 1E 3S 52.20 50 . 0 50. 0 3A4 0=150 2T 14 . 00 0. 0 0 . 0 See PATH 13 2 .22 0 . 004 10 66.20 0 .2 50 . 0 Vel = 1 .20 2 . 19 0. 874 1T 4 . 19 50.2 50 .2 3A8 C=150 1S 4 . 00 0 . 0 0 . 0 See PATH 12 4 . 41 0 . 013 8 . 19 0 . 1 50.2 Vel = 2 . 38 3.26 0 . 874 1E 1 . 98 50 . 3 50 .3 3A11 C=150 4 .00 0 . 0 0. 0 See PATH 11 7 . 67 0 .036 5. 98 0.2 50. 3 Vel = 4 . 14 1 . 101 1T 0 . 75 50 . 6 50 . 6 3A10 0=150 5.00 0 .0 0 . 0 7. 67 0 . 012 5.75 0. 1 50 . 6 Vel = 2 . 61 3A9 7 . 67 50 . 6 K = 1.08 PATH 11 FROM HYDRAULIC REFERENCE 3A2 TO 3A11 3.26 0 . 874 3E 43. 08 49.7 49.7 3A2 C=150 1T 21 . 00 0 . 0 0 . 0 See PATH 10 3.26 0 . 007 6S 64 . 08 0 .5 49.7 Vel = 1 .76 -1 .45 0 . 874 lE 36. 67 50 .2 50 .2 3A6 C=150 2T 16. 00 0 . 0 0. 0 See PATH 14 1 . 81 0. 002 6S 52 . 67 0 . 1 50 .2 Vel = 0 . 98 1. 45 0 . 874 1T 2. 00 50.3 50 . 3 3Al2 C=150 3.00 0.0 0.0 See PATH 14 3.26 0 . 007 5. 00 0 . 0 50.3 Vel = 1 . 76 3All 3.26 50 .3 K = 0 . 46 PATH 12 FROM HYDRAULIC REFERENCE 3A1 TO 3A8 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing H Drawing Date: 7/25/2018 7/26/18 12:31 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 3A8 CONTINUED 1. 84 0 .874 3E 44 . 69 49. 8 49. 8 3A1 C=150 1T 23. 00 0 . 0 0 .0 See PATH 10 1. 84 0 . 003 8S 67 . 69 0 .2 49. 8 Vel = 0 . 99 0. 36 0 . 874 5E 32 . 03 50 . 0 50 . 0 3A5 C=150 2S 22 . 00 0 . 0 0 . 0 See PATH 13 2. 19 0 .004 54 . 03 0 .2 50 . 0 Vel = 1 . 18 -0. 66 0 . 874 1T 9. 61 50.2 50.2 301A C=150 2S 5. 00 0 . 0 0 . 0 See PATH 15 1. 53 0 . 002 14 . 61 0 . 0 50.2 Vel = 0 . 83 0 . 66 0 . 874 1S 4 . 81 50.2 50.2 3A7 C=150 1 . 00 0 . 0 0 .0 See PATH 15 2 . 19 0 . 004 5. 81 0. 0 50 .2 Vel = 1. 18 3A8 2. 19 50 .2 K = 0 .31 PATH 13 FROM HYDRAULIC REFERENCE 3A4 TO 3A5 0.36 0 . 874 1T 5. 74 50 . 0 50 . 0 3A4 C=150 2S 5. 00 0 . 0 0 . 0 See PATH 10 0 .36 0 . 000 10. 74 0 . 0 50 . 0 Vel = 0 . 19 3A5 0 . 36 50 . 0 K = 0. 05 PATH 14 FROM HYDRAULIC REFERENCE 3A6 TO 3Al2 1. 45 0 . 874 1E 8S 60 . 67 50 .2 50.2 3A6 C=150 2T 19. 00 0 . 0 0 . 0 See PATH 11 1. 45 0 . 002 10 79. 67 0 . 1 50 .2 Vel = 0. 78 3Al2 1 . 45 50. 3 K = 0 .20 PATH 15 FROM HYDRAULIC REFERENCE 301A TO 3A7 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing B Drawing Date: 7/25/2018 7/26/18 12:31 Tyco Fire Products Page 14 . 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 15 FROM HYDRAULIC REFERENCE 301A TO 3A7 CONTINUED 0 . 66 0 . 874 1T 6. 42 50 .2 50 .2 301A C=150 1S 4 .00 0 .0 0 . 0 See PATH 12 0 . 66 0 . 000 10 . 42 0 . 0 50 .2 Vel = 0.36 0 . 874 1E 19. 90 50 .2 50 .2 301 0=150 3S 7 . 00 0 . 0 0 . 0 0 . 66 0 . 000 26. 90 0 . 0 50 .2 Vel = 0 . 36 0 . 874 1E 11.53 50.2 50 .2 302 0=150 2S 6. 00 0 . 0 0 . 0 0 . 66 0 . 000 17 . 53 0 .0 50 .2 Vel = 0 . 36 0 . 874 1E 6. 66 50 .2 50 .2 303 0=150 1T 7 . 00 0 . 0 0 . 0 0 . 66 0 . 000 13. 66 0.0 50.2 Vel = 0 .36 3A7 0 . 66 50 .2 K = 0 .09 PATH 16 FROM HYDRAULIC REFERENCE 2A11 TO 440 7 . 52 1 .101 1S 10. 65 56. 9 56. 9 2A11 C=150 1 . 00 4 . 6 0 . 0 See PATH 1 7 . 52 0 . 011 11. 65 0 . 1 56. 9 Vel = 2 .56 0. 874 lE 1 .28 61 . 6 61. 6 1A8 C=150 4 . 00 0.0 0 . 0 7 .52 0 . 034 5.28 0 .2 61 . 6 Vel = 4 . 06 -3. 67 0 . 874 1E 9.24 61. 8 61 . 8 1A7 C=150 1T 7 .00 0.0 0.0 See PATH 17 3. 86 0 . 010 16.24 0 .2 61. 8 Vel = 2 .08 -1.57 0 . 874 lE 14 . 85 62 . 0 62 . 0 1A6 C=150 2T 12. 00 0. 0 0 . 0 See PATH 18 2 .28 0 . 004 2S 26. 85 0 . 1 62 .0 Vel = 1 .23 1 . 57 0 . 874 1E 30. 95 62 . 1 62 . 1 1A5 C=150 2S 6. 00 0 . 0 0 . 0 See PATH 18 3. 86 0 .010 36. 95 0 . 4 62 . 1 Vel = 2 .08 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing H Drawing Date: 7/25/2018 7/26/18 12:31 Tyco Fire Products Page 15 1 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 2A11 TO 440 CONTINUED -1 . 65 0 . 874 2E 25.22 62 . 4 62 . 4 1A4 C=150 1T 13. 00 0 . 0 0 . 0 See PATH 19 2 .20 0 . 004 2S 38 .22 0. 1 62. 4 Vel = 1 . 19 1. 65 0 . 874 2T 2 . 00 62 . 6 62 . 6 1A1 C=150 6. 00 0 . 0 0. 0 See PATH 19 3. 86 0. 010 8 . 00 0 . 1 62 . 6 Vel = 2. 08 3. 67 0 . 874 1E 2 . 48 62 . 6 62 . 6 1A2 C=150 4 . 00 0 . 0 0 . 0 See PATH 17 7 . 52 0 . 034 6. 48 0.2 62. 6 Vel = 4 . 06 1 . 101 1T 10 .28 62. 9 62 . 9 1A3 C=150 5. 00 -4 .5 0. 0 7 .52 0 .011 15.28 0 .2 62 . 9 Vel = 2.56 440 7 .52 58 . 6 K = 0 . 98 PATH 17 FROM HYDRAULIC REFERENCE 1A7 TO 1A2 3. 67 0 . 874 1E 10S 72 . 12 61. 8 61. 8 1A7 C=150 2T 21 . 00 0 . 0 0 . 0 See PATH 16 3. 67 0 . 009 10 93. 12 0 . 8 61 . 8 Vel = 1. 98 1A2 3. 67 62 . 6 K = 0 .46 PATH 18 FROM HYDRAULIC REFERENCE 1A6 TO 1A5 1. 57 0 . 874 2S 6. 00 62 . 0 62. 0 1A6 C=150 2 . 00 0 . 0 0 . 0 See PATH 16 1 . 57 0. 002 8 . 00 0 . 0 62. 0 Vel = 0. 85 0. 874 1T 9.27 62 . 0 62. 0 103 0=150 2S 5. 00 0 . 0 0. 0 1 .57 0 . 002 14 .27 0 . 0 62 . 0 Vel = 0 . 85 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building B Drawing Date: 7/25/2018 7/26/18 12:31 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 1A6 TO 1A5 CONTINUED 0 . 874 1T 20 . 42 62. 0 62 . 0 102 C=150 1S 4 . 00 0 . 0 0 . 0 1 . 57 0 . 002 24 .42 0 . 0 62 . 0 Vel = 0 . 85 0 . 874 iT 4. 00 62. 0 62 . 0 101 C=150 3. 00 0 . 0 0 . 0 1. 57 0 . 002 7 . 00 0 . 0 62 . 0 Vel = 0 . 85 1A5 1 .57 62. 1 K = 0 .20 PATH 19 FROM HYDRAULIC REFERENCE 1A4 TO 1A1 1. 65 0 . 874 1E 46.78 62 . 4 62 . 4 1A4 C=150 2T 18 . 00 0 . 0 0 . 0 See PATH 16 1 . 65 0 . 002 8S 64 . 78 0 . 1 62 . 4 Vel = 0.89 1A1 1. 65 62 . 6 K = 0 .21 PATH 20 FROM HYDRAULIC REFERENCE 2A17 TO 2A5 11 . 19 0 .874 1E 0.39 58 . 5 58 . 5 2A17 C=150 1T 7 . 00 0 . 0 0 . 0 See PATH 1 11. 19 0 . 072 7 . 39 0 .5 58 .5 Vel = 6.04 1 . 101 0 .36 59. 0 59. 0 2A16 0=150 0 . 00 0 .2 0 .0 11.19 0. 023 0.36 _ 0.0 59.0 Vel = 3.81 0 .874 lE 2 . 94 59.2 59.2 2A15 0=150 1T 7 . 00 0 .0 0 . 0 11. 19 0 . 072 9. 94 0 .7 59.2 Vel = 6. 04 1 .56 0 . 874 3E 5S 67 . 48 59. 9 59. 9 2A13 C=150 1T 22 . 00 -0 .2 0 . 0 See PATH 21 12 .75 0 . 091 2C 89.48 8 . 1 59. 9 Vel = 6. 88 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing H Drawing Date: 7/25/2018 7/26/18 12:31 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 2A5 12 . 75 67 . 9 K = 1 . 55 PATH 21 FROM HYDRAULIC REFERENCE 2A2 TO 2A13 1. 56 0 . 874 1T 5. 58 59. 7 59.7 2A2 C=150 1S 6. 00 0 . 0 0 . 0 See PATH 2 1 . 56 0 . 002 11 . 58 0 . 0 59.7 Vel = 0 . 84 -0. 70 0 . 874 2E 27 . 17 59. 8 59. 8 2A1 C=150 2T 17 . 00 0 . 0 0 . 0 See PATH 22 0. 86 0 . 001 3S 44 . 17 0 . 0 59. 8 Vel = 0 . 46 0. 70 0 . 874 3E 31 .27 59. 8 59. 8 2A8 C=150 2S 14 . 00 0 . 0 0. 0 See PATH 22 1.56 0 . 002 45.27 0 . 1 59. 8 Vel = 0 . 84 -0. 61 0 . 874 1E 13. 84 59. 9 59. 9 2A10 C=150 2T 11 .00 0 . 0 0 . 0 See PATH 23 0. 95 0. 001 1S 24 . 84 0 . 0 59. 9 Vel = 0 .51 0. 61 0 . 874 1T 4 . 93 59. 9 59. 9 2Al2 C=150 3. 00 0. 0 0 . 0 See PATH 23 1. 56 0 . 002 7 . 93 0 . 0 59. 9 Vel = 0. 84 2A13 1 . 56 59. 9 K = 0 .20 PATH 22 FROM HYDRAULIC REFERENCE 2A1 TO 2A8 0 . 70 0 . 874 3E 43. 17 59. 8 59. 8 2A1 C=150 1T 22 . 00 0 . 0 0. 0 See PATH 21 0 . 70 0 . 000 7S 65. 17 0. 0 59. 8 Vel = 0 .38 2A8 0. 70 59. 8 K = 0 . 09 PATH 23 FROM HYDRAULIC REFERENCE 2A10 TO 2Al2 UNITS - DIAMETER (INCH) (FOOT) FLOW (GPM) PRESSURE (PSI) F River Terrace East Builaing B Drawing Date: 7/25/2018 7/26/18 12:31 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 2A10 TO 2Al2 CONTINUED 0 . 61 0 . 874 1E 41 . 02 59. 9 59. 9 2A10 C=150 2T 16.00 0 . 0 0 . 0 See PATH 21 0 . 61 0. 000 6S 57 . 02 0 .0 59. 9 Vel = 0.33 2Al2 0 . 61 59. 9 K = 0 .08 PATH 24 FROM HYDRAULIC REFERENCE 2A9 TO 2A6 5. 42 0 . 874 3E 36. 01 71. 0 71 . 0 2A9 C=150 2T 20 . 00 0 . 0 0 . 0 See PATH 1 5. 42 0. 019 2S 56. 01 1 . 0 71 . 0 Vel = 2 . 93 2A6 5. 42 72 . 1 K = 0 . 64 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building H Static Pres: 104.0 psi Pressure: 93.5 psi In: 0 gpm 13187 SW 169th Ave Resid. Pres: 100.0 psi Sys Flow: 80 gpm Out: 0 gpm Tigard, Oregon Flow: 1405 gpm Sys+Hose: 80 gpm Remote Area: 4 Date: 4/4/2018 Safety Pres: 9.2 psi Loc: 17051 SW Appledale Rd Hd Ely Pres: 10.9 psi 140 - 120 • Supply 100 • 80 60 40 20 X10.9 psi 100 150 200 250 300 350 400 450 5(