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Report (141)
)sac\S-- co39 Ic-k 1 \ckt C'\'-L • River Terrace East Builaing J Drawing Date: 7/25/2018 7/25/18 19: 4 HYDRAULIC DESIGN INFORMATION SHEET AP Job Name: River Terrace East Buildings t copy SEP 2 4 2018 Location: 13191 SW 169th Ave Tigard, Oregon CITY OF IIGMRO Drawing Date: 7/25/2018 Remote Area NumberE.3LIMING DIVISION 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:Light Haz System Type:WET Area of Sprinkler Oper. 4 sq ft1 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: 83.7 psi Required: 91.4 @ 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 103 Gallons Notes: ��ED PRo � �GINE4i0 � / 54 . 9P:, V y' Gi hl 4/Y15200 4 �i• LYN N SSP' EXPIRES: 06-30-2020 River Terrace East Building J Drawing Date: 7/25/2018 7/25/18 19: 4 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 5 84 73.6 psi 1 1-1/2" CPVC 90 Ell 7 ' 120 1. 610 84 2.3 Total Loss for TO SYSTEM 2.3 psi 1 Pipe 14" PVx15 6' 150 1.598 84 0. 9 1 Pipe 14" 40x21 1' 120 1. 610 84 0.2 1 1%" Thrd Butterfly Valve Victaul 1' 120 1. 610 84 0.2 1 Pipe 1%" 40x21 1' 120 1. 610 84 0. 1 1 14" Thrd Check Valve Generic NFPA 9' 120 1. 610 84 2. 1 1 Pipe 14" 40x21 1' 120 1. 610 84 0.2 Elevation Change 19 '11" 8. 6 Total Loss for THRU RISER 12.4 psi Hydr Ref BOR Required at AT BASE OF RISER 84 88.3 psi 1 Pipe 4" G4x21 18 ' 120 4. 026 84 0. 0 1 Pipe 4" PVx20 2 ' 150 4.230 84 0. 0 1 Pipe 6" PVx20 48 ' 150 6.090 84 0. 0 1 Pipe 8" DIx18 Cl 350 4 ' 140 8 .488 84 0. 0 Elevation Change 7' 0" 3. 0 Total Loss for THRU UNDG 3.1 psi Hydr Ref POC Required at CITY CONN 84 91.4 psi Water Source102 .7 psi static, 98.7 psi residual @ 1405 gpm 84 gpm 102.7 psi SAFETY PRESSURE 11.3 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 91.4 psi This is a safety margin of 11.3 psi or 11 % of Supply Maximum Water Velocity is 20.4 fps River Terrace East Builaing J Drawing Date: 7/25/2018 7/25/18 19: 4 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 J Drawing Date: 7/25/2018 7/25/18 19: 4 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 59.1 1A2 9.23 58 . 6 1A3 9.23 58 . 9 1A4 9.23 59. 8 1A5 9.23 60 .1 1A6 9.23 65. 9 2A1 19.51 69. 1 2A2 19.51 56.3 2A3 19. 51 57 .8 2A4 19.51 60 .1 2A5 19.51 53. 9 2A6 19.51 61.7 2A7 19.51 65. 1 2A8 19. 88 72.3 3A1 29. 67 46.5 3A2 29. 67 47 .1 3A3 29. 67 48 .7 3A4 29. 67 51.8 3A5 29. 67 51.4 3A6 29. 67 48 . 1 3A7 29. 67 50.7 3A8 29. 67 48 .2 3A9 29. 67 47 .7 3A10 29. 67 54. 6 4A1 39. 82 30.6 4A2 39. 82 34 .8 4A3 39. 82 40 .2 4A4 39. 82 27. 9 4A5 39. 82 48. 4 101 9.23 59.3 102 9.23 59.4 103 9.23 59.4 104 9.23 59. 1 201 19.51 57 .1 202 19.51 58 .1 203 19.51 57.4 204A 19.51 58.3 301 19. 88 61. 6 302 19. 88 62 .4 303A 19.88 62.8 401 29. 67 47. 8 402 29. 67 48 .3 403 29. 67 47 . 9 404 29. 67 47 .3 501 39. 82 18 .5 501S 39. 41 4. 90 17.9 20.7 17. 0 0 . 06 502 39. 82 23. 6 5025 39. 41 4. 90 22 .8 23.4 17 . 0 0 . 07 503 45.33 12. 6 5035 44. 96 4. 90 12. 0 17. 0 17. 0 0. 05 503A 39. 82 17 . 1 ' River Terrace East Builaing J Drawing Date: 7/25/2018 7/25/18 19: 4 Page 5 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^ ) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 504 39. 82 21. 9 5045 39. 41 4. 90 21.2 22. 6 17. 0 0 . 07 504A 39. 82 23.0 510 39. 82 48 .3 W 19. 88 73. 6 Max velocity of 20.38 occurs in the pipe from 4A1 TO 501 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 J Drawing Date: 7/25/2018 7/25/18 19: 4 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 503 TO W (PRIMARY PATH) 17. 00 0. 874 1E 0.37 12. 0 12 .0 K = 4. 90 503S 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 .80 503 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 503A 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 9.74 18 .5 18 .5 EqK = 4. 82 501 0=150 1T 8. 00 0.0 0. 0 37.75 0. 678 1S 17.74 12.0 18 .5 Vel = 20. 38 19.86 1. 101 1E 3. 81 30. 6 30. 6 4A1 C=150 5. 00 0 .0 0. 0 See PATH 3 57.61 0.482 8. 81 4 .2 30. 6 Vel = 19. 60 1. 101 1E 10. 16 34. 8 34 .8 4A2 C=150 5.00 4.4 0 .0 57 .61 0. 482 15. 16 7.3 34 .8 Vel = 19. 60 -15. 81 1. 101 1S 10. 16 46.5 46.5 3A1 C=150 1. 00 4.4 0 .0 See PATH 6 41.80 0.266 11. 16 3. 0 46.5 Vel = 14.22 -10.46 1. 101 1E 5. 30 53. 9 53. 9 2A5 C=150 1T 10. 00 0.0 0 . 0 See PATH 10 31.33 0. 156 15.30 2.4 53. 9 Vel = 10. 66 -7.08 1. 101 2T 5. 62 56.3 56.3 2A2 C=150 10_00 0.0 0.0 See PATH 14 24.25 0. 097 15. 62 1.5 56.3 Vel = 8 .25 -11.44 0. 874 5E 15.23 57.8 57. 8 2A3 C=150 1T 28. 00 -0.2 0. 0 See PATH 15 12.81 0. 092 3S 43.23 4 .0 57. 8 Vel = 6. 92 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ' River Terrace East Builaing J Drawing Date: 7/25/2018 7/25/18 19: 4 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 503 TO W (PRIMARY PATH) 0. 874 1S 8. 05 61. 6 61. 6 301 0=150 1. 00 0. 0 0. 0 12. 81 0. 092 9. 05 0. 8 61. 6 Vel = 6. 92 0. 874 1T 1. 03 62 .4 62.4 302 0=150 3. 00 0. 0 0. 0 12 .81 0. 092 4. 03 0 .4 62.4 Vel = 6. 92 0. 874 3E 48. 94 62 .8 62. 8 303A 0=150 iT 18. 00 0.2 0 .0 12 .81 0. 092 3S 66. 94 6.2 62. 8 Vel = 6. 92 -5.78 0. 874 2E 92.21 69. 1 69. 1 2A1 C=150 11S 19. 00 -0.2 0.0 See PATH 16 7 .04 0. 030 111.21 3.4 69. 1 Vel = 3. 80 76. 66 1.598 1S 7.41 72.3 72.3 2A8 C=150 1. 00 0.0 0.0 See PATH 2 AND 16 83.70 0. 157 8.41 1.3 72 .3 Vel = 13. 52 W 83.70 73. 6 K = 9.75 20.75 0. 874 1T 0. 42 17. 9 17. 9 K = 4. 90 501S 0=150 3. 00 -0.2 0. 0 20.75 0.224 3. 42 0. 8 17. 9 Vel = 11.20 501 20 .75 18 .5 K = 4. 82 PATH 2 FROM HYDRAULIC REFERENCE 504 TO 2A8 22.56 0. 874 1T 0. 42 21.2 21.2 K = 4. 90 504S 0=150 3.00 -0.2 0.0 22.56 0.262 3. 42 0. 9 21.2 Vel = 12. 18 0. 874 3. 96 21. 9 21. 9 EqK = 4. 82 504 0=150 0. 00 0. 0 0 .0 22.56 0.262 3. 96 1. 0 21. 9 Vel = 12. 18 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building J Drawing Date: 7/25/2018 7/25/18 19: 4 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 504 TO 2A8 CONTINUED -6. 93 0.874 3T 100. 99 23.0 23. 0 504A C=150 20S 29. 00 0 .0 0. 0 See PATH 4 15. 63 0. 133 129. 99 17 .3 23.0 Vel = 8 .44 10. 46 0. 874 2E 11. 62 40 .2 40.2 4A3 C=150 1T 12. 00 0 .0 0. 0 See PATH 5 26.09 0.342 iS 23. 62 8 .1 40.2 Vel = 14. 09 1. 101 0. 49 48 .3 48 .3 510 0=150 0.00 0.0 0. 0 26. 09 0. 111 0.49 0 .1 48 .3 Vel = 8. 88 1. 101 1E 10. 16 48 .4 48.4 4A5 0=150 1S 6. 00 4 .4 0 .0 26. 09 0. 111 16. 16 1.8 48 .4 Vel = 8. 88 15.81 1. 101 10. 16 54 . 6 54. 6 3A10 C=150 0. 00 4 .4 0. 0 See PATH 6 41. 90 0.267 10. 16 2 .7 54 .6 Vel = 14.26 10.46 1. 101 1T 2. 59 61.7 61.7 2A6 C=150 1S 6. 00 0 . 0 0. 0 See PATH 10 52 .36 0.404 8.59 3.5 61.7 Vel = 17. 82 18 .52 1.394 2E 13.78 65. 1 65.1 2A7 C=150 1T 19.00 -0 .2 0. 0 See PATH 14 70 .88 0.224 iS 32.78 7 .3 65. 1 Vel = 15. 05 2A8 70 . 88 72 .3 K = 8.33 PATH 3 FROM HYDRAULIC REFERENCE 502 TO 4A1_ 1 23.39 0. 874 1T 0. 42 22.8 22 .8 K = 4. 90 502S 0=150 3. 00 -0.2 0.0 23.39 0.280 3.42 1. 0 22. 8 Vel = 12. 63 0. 874 9.53 23. 6 23. 6 EqK = 4. 82 502 0=150 0. 00 0. 0 0.0 30.32 0. 452 9.53 4 .3 23. 6 Vel = 16.37 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing J Drawing Date: 7/25/2018 7/25/18 19: 4 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 3 FROM HYDRAULIC REFERENCE 502 TO 4A1 CONTINUED -10.46 0. 874 2T 6. 01 27. 9 27. 9 4A4 C=150 1S 7. 00 0 . 0 0.0 See PATH 5 19. 86 0.207 13. 01 2.7 27. 9 Vel = 10.72 4A1 19.86 30 . 6 K = 3.59 PATH 4 FROM HYDRAULIC REFERENCE 504A TO 502 6. 93 0. 874 1T 14. 47 23. 0 23. 0 504A C=150 3S 6. 00 0.0 0 . 0 See PATH 2 6. 93 0. 029 20.47 0. 6 23. 0 Vel = 3.74 502 6. 93 23. 6 K = 1.43 23.39 0. 874 1T 0.42 22 . 8 22. 8 K = 4. 90 5025 0=150 3.00 -0 .2 0.0 23.39 0.280 3. 42 1. 0 22. 8 Vel = 12. 63 502 23.39 23. 6 K = 4. 82 PATH 5 FROM HYDRAULIC REFERENCE 4A4 TO 4A3 10.46 0. 874 2E 150. 59 27 . 9 27. 9 4A4 C=150 4T 45. 00 0. 0 0 . 0 See PATH 3 10.46 0. 063 25S 195.59 12 .3 27. 9 Vel = 5. 65 4A3 10 .46 40.2 K = 1. 65 PATH 6 FROM HYDRAULIC REFERENCE 3A1 TO 3A10 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building J Drawing Date: 7/25/2018 7/25/18 19: 4 • Tyco Fire Products Page 10 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 3A1 TO 3A10 CONTINUED 15. 81 0. 874 1T 1.29 46.5 46.5 3A1 C=150 3. 00 0 .0 0 .0 See PATH 1 15.81 0. 136 4.29 0. 6 46.5 Vel = 8 .54 -4. 65 0. 874 1T 4.59 47. 1 47 .1 3A2 C=150 1S 4. 00 0 .0 0 .0 See PATH 7 11.16 0. 071 8.59 0. 6 47 .1 Vel = 6. 03 -2. 61 0. 874 2T 4. 00 47.7 47.7 3A9 C=150 6. 00 0 .0 0.0 See PATH 8 8 .56 0.044 10. 00 0 .4 47 .7 Vel = 4. 62 -2 .82 0. 874 7E 78 . 82 48 . 1 48 .1 3A6 C=150 3T 46.00 0. 0 0.0 See PATH 9 5.74 0. 021 9S 124. 82 2. 6 48 . 1 Vel = 3. 10 -2 .49 0. 874 1T 75. 12 50.7 50 .7 3A7 C=150 11S 14.00 0. 0 0.0 See PATH 13 3.25 0. 007 89. 12 0. 6 50.7 Vel = 1.75 2. 49 0.874 1T 13. 83 51.4 51.4 3A5 C=150 2S 5. 00 0. 0 0.0 See PATH 13 5.74 0. 021 18. 83 0. 4 51.4 Vel = 3. 10 10 .07 0.874 lE 12. 58 51.8 51.8 3A4 C=150 1T 8 . 00 0. 0 0.0 See PATH 7 15.81 0.136 1S 20.58 2 .8 51.8 Vel = 8 .54 3A10 15.81 54 .6 K = 2. 14 PATH 7 FROM HYDRAULIC REFERENCE 3A2 TO 3A4 4 . 65 0. 874 1T 13.70 47. 1 47 .1 3A2 C=150 1S 4. 00 0 . 0 0. 0 See PATH 6 4. 65 0. 014 17.70 0 .2 47 .1 Vel = 2.51 0. 874 2C 58 .52 47.3 47.3 404 0=150 4S 6. 00 0 .0 0 .0 4. 65 0.014 64 .52 0. 9 47 .3 Vel = 2.51 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) • • River Terrace East Builaing J Drawing Bate: 7/25/2018 7/25/18 19: 4 Tyco Fire Products Page 11 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 7 FROM HYDRAULIC REFERENCE 3A2 TO 3A4 CONTINUED 2. 61 0. 874 1E 8. 65 48 .2 48 .2 3A8 C=150 2S 6. 00 0. 0 0. 0 See PATH 8 7.26 0. 032 14. 65 0.5 48 .2 Vel = 3. 92 2.82 0. 874 1T 42. 82 48 .7 48 .7 3A3 C=150 6S 9. 00 0 . 0 0 .0 See PATH 9 10 . 07 0. 059 51. 82 3. 1 48 .7 Vel = 5. 44 3A4 10. 07 51. 8 K = 1.40 PATH 8 FROM HYDRAULIC REFERENCE 3A9 TO 3A8 2. 61 0. 874 2T 16.70 47.7 47.7 3A9 C=150 2S 8 . 00 0. 0 0 . 0 See PATH 6 2. 61 0. 005 24.70 0 . 1 47 .7 Vel = 1. 41 0.874 1S 8.28 47 .8 47.8 401 0=150 1. 00 0.0 0. 0 2. 61 0. 005 9.28 0.0 47. 8 Vel = 1. 41 0. 874 2T 67. 00 47. 9 47. 9 403 C=150 10 12. 00 0. 0 0 . 0 2 . 61 0. 005 5S 79. 00 0 .4 47 . 9 Vel = 1. 41 3A8 2. 61 48 .2 K = 0.38 PATH 9 FROM HYDRAULIC REFERENCE 3A6 TO 3A3 2. 82 0. 874 2E 11.44 48 .1 48 . 1 3A6 C=150 2S 10. 00 0.0 0. 0 See PATH 6 2. 82 0. 006 21. 44 0. 1 48 . 1 Vel = 1.52 0. 874 1T 70.78 48 .3 48 .3 402 0=150 9S 12. 00 0 .0 0.0 2. 82 0. 006 82. 78 0 .5 48.3 Vel = 1.52 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building J Drawing Date: 7/25/2018 7/25/18 19: 4 • 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 3A3 2. 82 48 .7 K = 0. 40 PATH 10 FROM HYDRAULIC REFERENCE 2A5 TO 2A6 10. 46 1. 101 1S 10.28 53. 9 53. 9 2A5 C=150 1. 00 4 .5 0 .0 See PATH 1 10.46 0. 021 11.28 0 .2 53. 9 Vel = 3. 56 0. 874 1E 1.29 58. 6 58 . 6 1A2 C=150 4. 00 0. 0 0.0 10.46 0. 063 5.29 0.3 58 . 6 Vel = 5. 65 -4 .11 0. 874 1T 5. 60 58 . 9 58 . 9 1A3 C=150 1S 4.00 0. 0 0. 0 See PATH 11 6.36 0. 025 9. 60 0.2 58 . 9 Vel = 3. 43 -2. 88 0. 874 2E 16. 46 59.1 59.1 1A1 C=150 2T 16. 00 0 .0 0. 0 See PATH 12 3.48 0. 008 2S 32.46 0 .3 59. 1 Vel = 1. 88 0. 874 1T 66.47 59.4 59.4 102 0=150 9S 12. 00 0. 0 0. 0 3.48 0. 008 78. 47 0. 6 59.4 Vel = 1. 88 6. 98 0. 874 2E 62. 88 60.1 60 .1 lA5 C=150 5T 30. 00 0.0 0 .0 See PATH 11 10.46 0. 063 7S 92. 88 5. 9 60 . 1 Vel = 5. 65 1. 101 10.28 65.9 65. 9 1A6 C=150 0. 00 -4.5 0. 0 10.46 0. 021 10.28 0.2 65. 9 Vel = 3.56 2A6 10.46 61.7 K = 1.33 PATH 11 FROM HYDRAULIC REFERENCE 1A3 TO 1A5 4.11 0. 874 1T 14. 03 58 . 9 58 . 9 1A3 C=150 1S 4. 00 0.0 0. 0 See PATH 10 4 .11 0. 011 18. 03 0.2 58 . 9 Vel = 2.22 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ' River Terrace East Builaing J Drawing Date: 7/25/2018 7/25/18 19: 4 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 PATH 11 FROM HYDRAULIC REFERENCE 1A3 TO 1A5 CONTINUED 0. 874 2C 58. 92 59. 1 59. 1 104 0=150 4S 6. 00 0 .0 0. 0 4 .11 0. 011 64. 92 0.7 59. 1 Vel = 2.22 2 .88 0. 874 iT 3. 62 59. 8 59.8 1A4 C=150 1S 4. 00 0. 0 0 .0 See PATH 12 6. 98 0. 030 7. 62 0.2 59.8 Vel = 3.77 1A5 6. 98 60. 1 K = 0. 90 PATH 12 FROM HYDRAULIC REFERENCE 1A1 TO 1A4 2. 88 0.874 1E 16. 63 59. 1 59.1 1A1 C=150 1T 9. 00 0. 0 0 .0 See PATH 10 2 . 88 0. 006 2S 25. 63 0 . 1 59.1 Vel = 1.55 0. 874 1S 10. 00 59.3 59.3 101 0=150 1. 00 0 .0 0 .0 2 .88 0. 006 11. 00 0 . 1 59.3 Vel = 1. 55 0. 874 2T 67. 92 59. 4 59.4 103 0=150 8S 14. 00 0. 0 0.0 2. 88 0. 006 81. 92 0.5 59.4 Vel = 1.55 1A4 2 .88 59.8 K = 0.37 PATH 13 FROM HYDRAULIC REFERENCE 3A7 TO 3A5 2.49 0.874 3E 109. 69 50.7 50 .7 3A7 C=150 4T 36. 00 0. 0 0 .0 See PATH 6 2.49 0. 004 12S 145. 69 0. 6 50 .7 Vel = 1.34 3A5 2 .49 51.4 K = 0. 35 PATH 14 FROM HYDRAULIC REFERENCE 2A2 TO 2A7 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing J Drawing Date: 7/25/2018 7/25/18 19: 4 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 14 FROM HYDRAULIC REFERENCE 2A2 TO 2A7 CONTINUED 7. 08 0. 874 1E 14. 87 56.3 56.3 2A2 C=150 1T 11. 00 0. 0 0. 0 See PATH 1 7 .08 0. 031 2S 25. 87 0. 8 56.3 Vel = 3. 82 0. 874 1S 8.52 57.1 57 .1 201 0=150 1. 00 0 .0 0. 0 7. 08 0. 031 9.52 0 .3 57. 1 Vel = 3. 82 0. 874 1E 7S 73. 03 57.4 57.4 203 0=150 1T 15. 00 0.0 0.0 7. 08 0. 031 10 88. 03 2 .7 57 . 4 Vel = 3. 82 11.44 1. 101 4E 54.28 60. 1 60. 1 2A4 C=150 iT 32.00 0.0 0.0 See PATH 15 18 .52 0. 059 7S 86.28 5.1 60 .1 Vel = 6.30 2A7 18 .52 65. 1 K = 2.29 PATH 15 FROM HYDRAULIC REFERENCE 2A3 TO 2A4 11.44 1. 101 1S 11.24 57 . 8 57. 8 2A3 C=150 1. 00 0. 0 0. 0 See PATH 1 11.44 0. 024 12.24 0.3 57. 8 Vel = 3. 89 1. 101 2S 6. 16 58 . 1 58 . 1 202 0=150 2.00 0.0 0.0 11. 44 0. 024 8 . 16 0.2 58 .1 Vel = 3. 89 1. 101 12S 61. 41 58 .3 58.3 204A C=150 12. 00 0. 0 0. 0 11.44 0. 024 73.41 1.8 58.3 Vel = 3. 89 2A4 11.44 60. 1 K = 1. 48 PATH 16 FROM HYDRAULIC REFERENCE 2A1 TO 2A8 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing J Erawing Date: 7/25/2018 7/25/18 19: 4 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 2A1 TO 2A8 CONTINUED 5.78 0. 874 6E 120.21 69. 1 69. 1 2A1 C=150 2T 40. 00 -0.2 0 .0 See PATH 1 5.78 0. 021 10S 160.21 3. 4 69. 1 Vel = 3. 12 2A8 5.78 72.3 K = 0. 68 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Job Water Required Hose Allowance River Terrace East Building J Static Pres: 104.0 psi Pressure: 91.4 psi In: 0 gpm 13191 SW 169th Ave Resid. Pres: 100.0 psi Sys Flow: 84 gpm Out: 0 gpm Tigard, Oregon Flow: 1405 gpm Sys+Hose: 84 gpm Remote Area: 5 Date: 4/4/2018 Safety Pres: 11.3 psi Loc: 17051 SW Appledale Rd Hd Ely Pres: 10.9 psi 140 120 • Supply 100 • 80 P S 60 40 20 1-10.9 psi 100 150 200 250 300 350 400 450 500 Flow (gpm)