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Report (98) River Terrace East Building F Drawing Date:8/14/2018 8/14/18 12: 0 HYDRAULIC DESIGN INFORMATION SHEET Job Name: River Terrace East Building F Location: 13239 SW 169th Ave Tigard, Oregon Drawing Date: 8/14/2018 Remote Area Number: 4 Contractor: Jet Fire Protection Telephone: 503-588-5262 1935 Silverton RD NE Salem, OR 97301 Designer: Terry Paige, NICET III " -- Calculated By:SprinkCAD �'"' www. sprinkcad.com SEP 1 8 Z016 451 N. Cannon Ave. Lansdale, PA 19446 CITY OF ,)€ A3 F� Construction: VB Occupancy:R2 Resic LD , } fF l° 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 1 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: 86.6 psi Required: 95.3 @ 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 107 Gallons Notes: ce PROF-css 4.1 cc' / /5 . 9P:1 1 yJal WW1" Ar'n #1302 Id Iv u" 111, 9FYy15, 2�P„ LYNN S EXPIRES: 06-30-2020 River Terrace East Building F Drawing Date:8/14/2018 8/14/18 12: 0 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 4 87 90.2 psi 1 1-1/2" CPVC 90 Ell 7 ' 120 1 . 610 87 2 .4 Total Loss for TO SYSTEM 2.4 psi 1 Pipe 1k" PVx15 6' 150 1 .598 87 1 . 0 1 Pipe 1V" 40x21 1 ' 120 1 . 610 87 0 .2 1 1k" Thrd Butterfly Valve Victaul 1 ' 120 1 . 610 87 0 .2 1 Pipe 11�" 40x21 1 ' 120 1 . 610 87 0 . 1 1 1W" Thrd Check Valve Generic NFPA 9' 120 1 . 610 87 2 .2 1 Pipe 1W" 40x21 1 ' 120 1 . 610 87 0 .2 Elevation Change 10 ' 0" 4 .3 Total Loss for THRU RISER 8.4 psi Hydr Ref BOR Required at AT BASE OF RISER 87 101.0 psi 1 Pipe 4" G4x21 18 ' 120 4 . 026 87 0 . 1 1 Pipe 4" PVx20 2 ' 150 4 .230 87 0 . 0 1 Pipe 6" PVx20 87 ' 150 6. 090 87 0 . 0 1 Pipe 8" DIx18 Cl 350 452 ' 140 8 . 488 87 0 . 0 Elevation Change -13' 6" -5 . 8 Total Loss for THRU UNDG -5.7 psi Hydr Ref POC Required at CITY CONN 87 95.3 psi Water Source102 .7 psi static, 98 .7 psi residual @ 1405 gpm 87 gpm 102.7 psi SAFETY PRESSURE 7.4 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 95.3 psi This is a safety margin of 7.4 psi or 7 % of Supply Maximum Water Velocity is 23.0 fps River Terrace East Building F Drawing Date:8/14/2018 8/14/18 12: 0 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 Building F Drawing Date:8/14/2018 8/14/18 12: 0 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^1,) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 1A1 10. 00 69. 1 1A2 9.23 59.3 1A3 9.23 82 .2 1A4 9.23 64 . 8 1A5 10 . 00 88 . 8 2A2 19. 51 48. 9 2A4 19 .51 50. 6 2A5 19.51 49. 3 2A6 19.51 49. 5 2A3 19. 51 49. 0 2A7 19. 51 51 .2 2A8 19. 51 51. 0 2A1 19.51 48 . 9 3A2 29. 67 41 . 1 3A6 29. 67 41 . 8 3A3 29. 67 41 . 3 3A4 29. 67 43. 1 3A1 29. 67 41 .2 3A7 29. 67 43. 8 3A8 29. 67 43. 6 3A5 29. 67 41 . 6 4A1 39. 82 28 . 8 4A3 39. 82 36. 9 4A2 39. 82 28.5 101 10 . 00 66. 6 102 10 . 00 68 . 3 201 19.51 49. 0 202 19.51 49. 1 203 19. 51 49. 0 204 19. 51 49. 0 301 29. 67 41 .3 302 29. 67 41 . 4 303 29. 67 41 . 3 304 29. 67 41.3 401 39. 82 18 . 5 4015 39.41 4 . 90 17 . 9 20 .7 17 . 0 0 . 06 402 39. 82 26.7 402S 39. 41 4 . 90 25. 8 24 . 9 17 . 0 0 .07 403 45. 33 12 . 6 4035 44 . 96 4 . 90 12 . 0 17 . 0 17 . 0 0 . 05 403A 39 . 82 17 . 1 404 39. 82 24 . 6 4045 39. 41 4 . 90 23 . 8 23. 9 17 . 0 0 . 07 404A 39. 82 26. 7 410 39. 82 25. 3 W 10. 00 90 .2 Max velocity of 23. 00 occurs in the pipe from 1A4 TO 1A5 Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch. River Terrace East Building F Drawing Date:8/14/2018 8/14/18 12: 0 Tyco Fire Products Page 5 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 403 TO W (PRIMARY PATH) 17 . 00 0 . 874 1E 0.37 12 . 0 12 . 0 K = 4 . 90 403S 0=150 4 . 00 -0 .2 0 . 0 17 . 00 0 . 155 4 .37 0 . 7 12 . 0 Vel = 9. 18 0 . 874 1E 10 . 18 12 . 6 12 . 6 EqK = 4 . 80 403 0=150 4 . 00 2 . 4 0 . 0 17 . 00 0 . 155 14 . 18 2 .2 12 . 6 Vel = 9. 18 0 . 874 1E 3 . 85 17 . 1 17 . 1 403A 0=150 1S 5 . 00 0 . 0 0. 0 17 . 00 0. 155 8 . 85 1 .4 17 . 1 Vel = 9. 18 20 . 75 0 . 874 1E 6. 00 18 . 5 18 . 5 EqK = 4 . 82 401 0=150 4 . 00 0. 0 0 . 0 37 . 75 0 . 678 10 . 00 6. 8 18 .5 Vel = 20 .38 1 . 101 1T 9. 02 25 . 3 25 . 3 410 0=150 2S 7 . 00 0. 0 0 . 0 37 . 75 0 .220 16. 02 3 .5 25 . 3 Vel = 12 . 85 19 . 09 1 . 101 1E 11 . 69 28 . 8 28 . 8 4A1 C=150 5. 00 4 . 4 0 . 0 See PATH 3 56. 84 0 . 470 16. 69 7 . 8 28 . 8 Vel = 19.34 -12 . 08 1 . 101 1S 10 . 16 41 . 1 41 . 1 3A2 C=150 1 . 00 4 .4 0 . 0 See PATH 6 AND 7 44 . 75 0 .302 11 . 16 3 . 4 41 . 1 Vel = 15.23 -11 . 08 1 . 101 2E 21 .79 48 . 9 48 . 9 2A2 C=150 2S 12 . 00 4 .5 0 . 0 See PATH 11 AND 12 33 . 68 0 . 178 33 . 79 6. 0 48 . 9 Vel = 11 . 46 -14 . 73 0 . 874 5E 13. 10 59.3 59. 3 1A2 C=150 1T 27 . 00 -0 .3 0 . 0 See PATH 16 18 . 95 0. 190 2S 40 . 10 7 . 6 59. 3 Vel = 10 .23 0 . 874 1S 8 . 05 66. 6 66. 6 101 0=150 1 . 00 0 . 0 0 . 0 18 . 95 0 . 190 9. 05 1 . 7 66. 6 Vel = 10 .23 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building F Drawing Date:8/14/2018 8/14/18 12: 0 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 403 TO W (PRIMARY PATH) 0 . 874 iT 1 . 03 68 .3 68 . 3 102 0=150 3 . 00 0 . 0 0 . 0 18 . 95 0 . 190 4 . 03 0 . 8 68 .3 Vel = 10 .23 0 . 874 3E 49.35 69. 1 69. 1 1A1 C=150 1T 18 . 00 0.3 0 . 0 18 . 95 0 . 190 3S 67 .35 12 . 8 69. 1 Vel = 10 .23 -8 .55 0 . 874 2E 92 . 62 82 .2 82 .2 1A3 C=150 11S 19. 00 -0 . 3 0 . 0 See PATH 17 10 .40 0 . 063 111 . 62 7 . 0 82 .2 Vel = 5 . 62 76. 15 1 .598 1S 7 .41 88 . 8 88 . 8 lA5 C=150 1 . 00 0. 0 0 . 0 See PATH 2 AND 17 86. 55 0 . 167 8 .41 1 .4 88 . 8 Vel = 13. 98 W 86.55 90 .2 K = 9. 11 20 . 75 0 . 874 1T 0 .42 17 . 9 17 . 9 K = 4 . 90 401S 0=150 3. 00 -0 .2 0 . 0 20 . 75 0 .224 3. 42 0 . 8 17 . 9 Vel = 11 .20 401 20 . 75 18 .5 K = 4 . 82 PATH 2 FROM HYDRAULIC REFERENCE 404 TO 1A5 23 . 91 0 . 874 1T 0 . 42 23. 8 23 . 8 K = 4 . 90 404S C=150 3.00 -0 .2 0 . 0 23. 91 0 .292 3 .42 1 . 0 23. 8 Vel = 12 . 91 0 . 874 1T 3 . 96 24 . 6 24 . 6 EqK = 4 . 82 404 0=150 3. 00 0 . 0 0 . 0 23 . 91 0 .292 6. 96 2 . 0 24 . 6 Vel = 12 . 91 -2 . 62 1 . 101 3T 99. 65 26.7 26.7 404A C=150 19S 34 . 00 0 . 0 0 . 0 See PATH 4 21 .30 0 . 076 133. 65 10 .2 26.7 Vel = 7 .25 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building F Drawing Date:8/14/2018 8/14/18 12: 0 Tyco Fire Products Page 7 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 2 FROM HYDRAULIC REFERENCE 404 TO 1A5 CONTINUED 8 . 42 1 . 101 1E 11 . 63 36. 9 36. 9 4A3 C=150 1S 6. 00 4 .4 0. 0 See PATH 5 29. 71 0 . 142 17 . 63 2 . 5 36. 9 Vel = 10 . 11 12 . 08 1 . 101 1S 10 . 16 43. 8 43 . 8 3A7 C=150 1 . 00 4 . 4 0 . 0 See PATH 6 AND 7 41 . 80 0 .266 11 . 16 3. 0 43. 8 Vel = 14 .22 11 . 08 1 . 101 1E 12 . 41 51 .2 51 .2 2A7 C=150 1T 10 . 00 4 .5 0 . 0 See PATH 11 AND 12 52 . 87 0 .411 22 .41 9.2 51 .2 Vel = 17 . 99 14 . 73 1 . 101 2E 16. 59 64 . 8 64 . 8 1A4 C=150 2T 21 . 00 -0 .3 0 . 0 See PATH 16 67 . 60 0 . 648 1S 37 .59 24 .3 64 . 8 Vel = 23. 00 1A5 67 . 60 88 . 8 K = 7 . 17 PATH 3 FROM HYDRAULIC REFERENCE 402 TO 4A1 24 . 89 0 . 874 1T 0. 42 25. 8 25 . 8 K = 4 . 90 402S C=150 3. 00 -0 .2 0 . 0 24 . 89 0 .314 3 . 42 1 . 1 25. 8 Vel = 13 . 44 1 . 101 1T 9 .53 26. 7 26. 7 EqK = 4 . 82 402 C=150 5. 00 0 . 0 0 . 0 27 .51 0 . 123 14 . 53 1 . 8 26.7 Vel = 9. 36 -8 .42 1 . 101 1T 0 . 73 28 . 5 28 . 5 4A2 C=150 5. 00 0. 0 0 . 0 See PATH 5 19. 09 0 . 062 5. 73 0 . 4 28 .5 Vel = 6. 50 4A1 19. 09 28 . 8 K = 3.55 PATH 4 FROM HYDRAULIC REFERENCE 404A TO 402 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building F Drawing Date:8/14/2018 8/14/18 12: 0 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 4 FROM HYDRAULIC REFERENCE 404A TO 402 CONTINUED 2 . 62 1 . 101 3S 14 . 47 26.7 26. 7 404A C=150 3. 00 0 . 0 0 . 0 See PATH 2 2 . 62 0 . 002 17 .47 0 . 0 26. 7 Vel = 0 . 89 402 2 . 62 26. 7 K = 0 . 51 24 . 89 0 . 874 1T 0.42 25. 8 25. 8 K = 4 . 90 402S C=150 3 . 00 -0 .2 0 . 0 24 . 89 0 .314 3 .42 1 . 1 25. 8 Vel = 13.44 402 24 . 89 26. 7 K = 4 . 82 PATH 5 FROM HYDRAULIC REFERENCE 4A2 TO 4A3 8 . 42 0. 874 2E 151 . 93 28 . 5 28 . 5 4A2 C=150 4T 47 . 00 0. 0 0 . 0 See PATH 3 8 . 42 0 . 042 25S 198 . 93 8 .4 28 . 5 Vel = 4 . 55 4A3 8 . 42 36. 9 K = 1 .39 PATH 6 FROM HYDRAULIC REFERENCE 3A2 TO 3A7 7 .31 0 . 874 2T 0 . 76 41 . 1 41 . 1 3A2 C=150 6. 00 0. 0 0 . 0 See PATH 1 AND 7 7 . 31 0 . 033 6. 76 0 .2 41 . 1 Vel = 3. 94 -2 . 59 0 . 874 7E 78 . 82 41 . 3 41 .3 3A3 C=150 3T 46. 00 0 . 0 0. 0 See PATH 9 4 . 72 0 . 014 9S 124 . 82 1 . 8 41 .3 Vel = 2 .55 -2 . 05 0 . 874 1T 75 . 12 43. 1 43 . 1 3A4 C=150 11S 14 . 00 0. 0 0 . 0 See PATH 10 2 . 67 0 . 005 89. 12 0 .5 43 . 1 Vel = 1 . 44 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building F Drawing Date:8/14/2018 8/14/18 12: 0 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 PATH 6 FROM HYDRAULIC REFERENCE 3A2 TO 3A7 CONTINUED 2 . 05 0 . 874 iT 11 . 50 43 . 6 43 . 6 3A8 C=150 1S 4 . 00 0 . 0 0 . 0 See PATH 10 4 .72 0 . 014 15.50 0.2 43 . 6 Vel = 2 . 55 3A7 4 . 72 43. 8 K = 0 . 71 PATH 7 FROM HYDRAULIC REFERENCE 3A2 TO 3A7 4 .78 0 . 874 1T 3 .24 41 . 1 41 . 1 3A2 C=150 3 . 00 0 . 0 0 . 0 See PATH 1 AND 6 4 .78 0 . 015 6.24 0. 1 41 . 1 Vel = 2 .58 -2 .24 0 . 874 1T 18 .29 41 .2 41 .2 3A1 C=150 10 6 . 00 0 . 0 0 . 0 See PATH 8 2 .53 0 . 005 2S 24 .29 0. 1 41 .2 Vel = 1 . 37 0 . 874 2C 58 . 52 41 . 3 41 .3 304 0=150 4S 6. 00 0 . 0 0 . 0 2 .53 0 . 005 64 . 52 0 . 3 41 .3 Vel = 1 .37 2 .24 0 . 874 1E 8 . 65 41 . 6 41 . 6 3A5 C=150 2S 6. 00 0 . 0 0 . 0 See PATH 8 4 . 78 0 . 015 14 . 65 0 .2 41 . 6 Vel = 2 .58 2 .59 0 . 874 3T 45 . 16 41 . 8 41 . 8 3A6 C=150 6S 15. 00 0. 0 0 . 0 See PATH 9 7 .36 0 .033 60 . 16 2 . 0 41 . 8 Vel = 3 . 98 3A7 7 . 36 43 . 8 K = 1 . 11 PATH 8 FROM HYDRAULIC REFERENCE 3A1 TO 3A5 2 .24 0 . 874 1T 16. 70 41.2 41 .2 3A1 C=150 3S 6. 00 0. 0 0 . 0 See PATH 7 2 .24 0 . 004 22 . 70 0 . 1 41 .2 Vel = 1 .21 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building F Drawing Date:8/14/2018 8/14/18 12: 0 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 8 FROM HYDRAULIC REFERENCE 3A1 TO 3A5 CONTINUED 0 . 874 1S 8.28 41 . 3 41 .3 301 0=150 1 . 00 0 . 0 0 . 0 2 .24 0 . 004 9.28 0 . 0 41 .3 Vel = 1 .21 0 . 874 2T 67 . 00 41 . 3 41 .3 303 0=150 10 12 . 00 0.0 0 . 0 2 .24 0 . 004 5S 79. 00 0. 3 41 .3 Vel = 1 .21 3A5 2 .24 41 . 6 K = 0 .35 PATH 9 FROM HYDRAULIC REFERENCE 3A3 TO 3A6 2 . 59 0 . 874 2E 11 . 44 41 .3 41 .3 3A3 0=150 2S 10 . 00 0 . 0 0 . 0 See PATH 6 2 . 59 0 . 005 21 . 44 0 . 1 41 . 3 Vel = 1 .40 0 . 874 1T 70 . 78 41 . 4 41 .4 302 0=150 9S 12 . 00 0 . 0 0 . 0 2 . 59 0 . 005 82 . 78 0 . 4 41 .4 Vel = 1 . 40 3A6 2 . 59 41 . 8 K = 0 . 40 PATH 10 FROM HYDRAULIC REFERENCE 3A4 TO 3A8 2 . 05 0 . 874 3E 109. 69 43. 1 43 . 1 3A4 C=150 4T 36. 00 0. 0 0 . 0 See PATH 6 2 . 05 0 . 003 12S 145 . 69 0 .5 43 . 1 Vel = 1 . 11 3A8 2 . 05 43 . 6 K = 0 .31 PATH 11 FROM HYDRAULIC REFERENCE 2A2 TO 2A7 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building F Drawing Date:8/14/2018 8/14/18 12: 0 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 11 FROM HYDRAULIC REFERENCE 2A2 TO 2A7 CONTINUED 6. 70 0 . 874 2T 0 . 76 48 . 9 48 . 9 2A2 C=150 6. 00 0 .0 0 . 0 See PATH 1 AND 12 6. 70 0 . 028 6.76 0 .2 48 . 9 Vel = 3. 62 -2 . 37 0 . 874 7E 78 . 82 49. 0 49. 0 2A3 C=150 3T 46. 00 0 . 0 0 . 0 See PATH 14 4 .33 0 . 012 9S 124 . 82 1 .5 49. 0 Vel = 2 . 34 -1 . 88 0 . 874 1T 75. 12 50 . 6 50 . 6 2A4 C=150 11S 14 . 00 0. 0 0. 0 See PATH 15 2 . 45 0 . 004 89. 12 0 .4 50. 6 Vel = 1 .32 1 . 88 0 . 874 1T 11 .50 51 . 0 51 . 0 2A8 C=150 1S 4 . 00 0 . 0 0 . 0 See PATH 15 4 .33 0 . 012 15 . 50 0 .2 51 . 0 Vel = 2 . 34 2A7 4 . 33 51 .2 K = 0 . 60 PATH 12 FROM HYDRAULIC REFERENCE 2A2 TO 2A7 4 . 38 0 . 874 1T 3 .24 48 . 9 48 . 9 2A2 C=150 3. 00 0 .0 0 . 0 See PATH 1 AND 11 4 .38 0 . 013 6.24 0 . 1 48 . 9 Vel = 2 .36 -2 . 06 0. 874 1T 18 .29 48 . 9 48 . 9 2A1 C=150 10 6. 00 0 . 0 0 . 0 See PATH 13 2 .31 0. 004 2S 24 .29 0 . 1 48 . 9 Vel = 1 .25 0 . 874 2C 58 . 52 49. 0 49. 0 204 0=150 5S 7 . 00 0 . 0 0 . 0 2 .31 0 . 004 65.52 0 .3 49. 0 Vel = 1 .25 2 . 06 0. 874 1E 8 . 65 49.3 49.3 2A5 C=150 2S 6. 00 0 . 0 0 . 0 See PATH 13 4 .38 0 . 013 14 . 65 0 .2 49. 3 Vel = 2 .36 2 . 37 0 . 874 3T 45. 16 49.5 49. 5 2A6 C=150 6S 15 . 00 0 . 0 0 . 0 See PATH 14 6. 75 0 . 028 60 . 16 1 . 7 49.5 Vel = 3 . 65 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building F Drawing Date:8/14/2018 8/14/18 12: 0 Tyco Fire Products Page 12 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 2A7 6.75 51 .2 K = 0 . 94 PATH 13 FROM HYDRAULIC REFERENCE 2A1 TO 2A5 2 . 06 0 . 874 1T 16. 70 48 . 9 48 . 9 2A1 C=150 3S 6. 00 0 . 0 0 . 0 See PATH 12 2 . 06 0 . 003 22 .70 0 . 1 48 . 9 Vel = 1 . 11 0 . 874 1S 8 .28 49. 0 49. 0 201 0=150 1 . 00 0 . 0 0 . 0 2 . 06 0 . 003 9.28 0. 0 49. 0 Vel = 1 . 11 0 . 874 2T 67 . 00 49. 0 49. 0 203 0=150 10 12 . 00 0 . 0 0. 0 2 . 06 0 . 003 5S 79 . 00 0 .2 49. 0 Vel = 1 . 11 2A5 2 . 06 49.3 K = 0 .29 PATH 14 FROM HYDRAULIC REFERENCE 2A3 TO 2A6 2 .37 0 . 874 2E 11 .44 49. 0 49 . 0 2A3 C=150 2S 10. 00 0 . 0 0 . 0 See PATH 11 2 . 37 0 . 004 21 . 44 0. 1 49. 0 Vel = 1 .28 0 . 874 1T 70 . 78 49. 1 49. 1 202 0=150 9S 12 . 00 0 . 0 0 . 0 2 .37 0 . 004 82 .78 0.3 49. 1 Vel = 1 .28 2A6 2 .37 49. 5 K = 0.34 PATH 15 FROM HYDRAULIC REFERENCE 2A4 TO 2A8 1 . 88 0 . 874 3E 109. 69 50. 6 50 . 6 2A4 C=150 4T 36. 00 0 . 0 0 . 0 See PATH 11 1 . 88 0 . 003 12S 145. 69 0 . 4 50. 6 Vel = 1 . 01 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building F Drawing Date:8/14/2018 8/14/18 12: 0 ' Tyco Fire Products Page 13 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 2A8 1 . 88 51 . 0 K = 0 .26 PATH 16 FROM HYDRAULIC REFERENCE 1A2 TO 1A4 14 . 73 1 . 101 1T 118 . 00 59. 3 59.3 1A2 C=150 19S 24 . 00 0 . 0 0 . 0 See PATH 1 14 . 73 0 . 039 142 . 00 5.5 59.3 Vel = 5 . 01 1A4 14 . 73 64 . 8 K = 1 . 83 PATH 17 FROM HYDRAULIC REFERENCE 1A3 TO 1A5 8 .55 0 . 874 6E 120 . 62 82 .2 82 .2 1A3 C=150 2T 40. 00 -0 .3 0 .0 See PATH 1 8 .55 0 . 043 10S 160 . 62 7 . 0 82 .2 Vel = 4 . 62 1A5 8 .55 88 . 8 K = 0 . 91 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building F Static Pres: 104.0 psi Pressure: 95.3 psi In: 0 gpm 13239 SW 169th Ave Resid. Pres: 100.0 psi Sys Flow: 87 gpm Out: 0 gpm Tigard, Oregon Flow: 1405 gpm Sys+Hose: 87 gpm Remote Area: 4 Date: 4/4/2018 Safety Pres: 7.4 psi Loc: 17051 SW Appledale Rd Hd Ely Pres: 15.1 psi 140 120 IIMIIMIIIIMIIII Su..I ��- 100 • 80 60 40 20 15.1 psi 100 150 200 250 300 350 400 450 5(