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Report (126)
• � 1'- (. \3I i3tea' sk . \ ( t., River Terrace East Builaing G Drawing Date:8/1/2018 8/ 1/18 14:51 HYDRAULIC DESIGN INFORMATION SHEET RECEIVED SEP 2 4. 2018 Job Name: River Terrace East Building G Location: 13223 SW 169th Ave r =' I1$1� Tigard, Oregon pp�� pT �\/iI ' Drawing Date: 8/1/2018 Remote Area Nurr � 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. 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 1 K-Factor: 4 . 90 Hose Allowance Outside 0 gpm ( Temperature Rating: 155 CALCULATION SUMMARY 3 Flowing Outlets gpm Required: 52.5 psi Required: 59.1 @ 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: X01) PRO ONEF.S' , cc' / / 5A - 9P:Wii/ �t t 0;0: GS IU 1`'_ 4 ' 15 200` << �F'LYNN S‘'' EXPIRES: 06-30-2020 River Terrace East Builaing G Drawing Date:8/1/2018 8/ 1/18 14 :51 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 3 52 53. 6 psi 1 1-1/2" CPVC 90 Ell 7 ' 120 1. 610 52 1. 0 Total Loss for TO SYSTEM 1.0 psi 1 Pipe 1k" PVx15 6' 150 1 . 598 52 0 . 4 1 Pipe 1;" 40x21 1 ' 120 1 . 610 52 0 . 1 1 l " Thrd Butterfly Valve Victaul 1 ' 120 1 . 610 52 0. 1 1 Pipe 1 " 40x21 1 ' 120 1. 610 52 0. 0 1 1k" Thrd Check Valve Generic NFPA 9' 120 1 . 610 52 0 . 9 1 Pipe 1k" 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 64.7 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 48 ' 150 6. 090 52 0. 0 1 Pipe 8" DIxl8 Cl 350 116' 140 8 . 488 52 0 . 0 Elevation Change -13' 0" -5. 6 Total Loss for THRU UNDG -5. 6 psi Hydr Ref POC Required at CITY CONN 52 59.1 psi Water Sourcel02 . 7 psi static, 98 . 7 psi residual @ 1405 gpm 52 gpm 102.7 psi SAFETY PRESSURE 43. 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 59.1 psi This is a safety margin of 43. 6 psi or 42 % of Supply Maximum Water Velocity is 21.0 fps River Terrace East Builaing G Drawing Date:8/1/2018 8/ 1/18 14 :51 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 G Drawing Date:8/1/2018 8/ 1/18 14 :51 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^'rz) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 1A1 9.23 43. 4 1A2 10 . 00 49. 1 1A3 10 . 00 53. 0 1A5 9.23 41 . 4 1A4 9.23 39. 4 1A6 10 . 00 48 . 6 1A7 9.23 40. 6 1A8 9.23 40 . 4 1A9 10 . 00 43. 4 1A10 9.23 40 . 1 1A11 10 . 00 39. 6 1Al2 10 . 00 38 . 6 2A4 19. 51 33.3 2A5 19.51 33.3 2A7 19.51 33.3 2A6 19.51 33. 3 2A2 19.51 33. 3 2A1 19.51 33. 3 2A10 19. 51 33. 3 2A8 19. 51 33.3 2A9 19. 51 33.3 2A11 19. 51 33.3 2Al2 19. 51 33.3 3A2 29. 67 25. 9 3A4 29. 67 22 . 0 3A1 29. 67 24 .2 3A10 29. 67 27 . 6 3A5 29. 67 21.7 3A3 29. 67 27 .7 3A7 29. 67 16. 0 3A6 29. 67 24 . 9 3A8 29. 67 17 . 6 3A9 29. 67 21 . 1 3A11 29. 67 24 . 6 3Al2 29. 67 24 . 6 4A1 19.51 33. 3 4A2 39. 42 23.5 4A6 39. 42 23.5 4A3 39. 42 23. 5 4A4 39.42 23 . 5 4A5 39. 42 23. 5 103A 10 . 00 41 . 0 104A 10 . 00 42 . 1 201 19. 51 33.3 202 19. 51 33. 3 203 19. 51 33. 3 301 29. 67 13. 6 301S 28 . 16 4 . 90 13. 5 18 .0 17 . 0 0 . 05 302 29. 67 12 . 4 302S 29.25 4 . 90 12 . 0 17 . 0 17 . 0 0 . 05 303 29. 67 13. 1 , River Terrace East Building G Drawing Date:8/1/2018 8/ 1/18 14 :51 Page 5 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^'-.) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 303S 29.25 4 . 90 12 . 7 17 . 5 17 . 0 0 . 05 401 39. 42 23. 5 402 45. 39 20 . 9 403 39. 42 23.5 404 39. 42 23. 5 468 39. 42 23. 5 469 39. 42 23.5 474 39. 42 23. 5 476 39. 42 23. 5 477 39. 42 23. 5 480 39. 42 23. 4 481 39. 82 23. 3 W 10. 00 53. 6 Max velocity of 21 . 04 occurs in the pipe from 3A8 TO 3A9 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 :51 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 302 TO W (PRIMARY PATH) 17. 00 0. 874 1T 0 . 42 12 . 0 12 . 0 K = 4 . 90 302S C=150 3. 00 -0 .2 0 . 0 17 . 00 0 . 155 3. 42 0.5 12 . 0 Vel = 9. 18 0 . 874 1E 19. 90 12 . 4 12 . 4 EqK = 4 . 83 302 0=150 3S 7 . 00 0 . 0 0 . 0 8 . 86 0. 046 26. 90 1 .2 12 . 4 Vel = 4 .78 18 . 01 0 . 874 6. 42 13. 6 13. 6 EqK = 4 . 88 301 C=150 0 . 00 0. 0 0 . 0 26. 87 0 . 362 6. 42 2. 3 13. 6 Vel = 14 . 51 -13. 35 0 . 874 5E 32 . 03 16. 0 16. 0 3A7 C=150 1T 25. 00 0 . 0 0 . 0 See PATH 3 13. 51 0 . 101 2S 57 .03 5. 8 16. 0 Vel = 7 . 30 -5. 78 0 . 874 3E 44 . 69 21.7 21 . 7 3A5 C=150 1T 23. 00 0. 0 0 . 0 See PATH 5 7.74 0. 036 8S 67 . 69 2. 4 21.7 Vel = 4 . 18 10 . 34 0 . 874 1T 5. 58 24 .2 24 .2 3A1 C=150 1S 4 . 00 0 . 0 0 . 0 See PATH 4 18 . 08 0 . 174 9. 58 1.7 24 .2 Vel = 9.76 4 . 77 0 . 874 1T 4 . 06 25. 9 25. 9 3A2 C=150 3. 00 0 . 0 0 . 0 See PATH 6 22 . 85 0 .268 7 . 06 1 . 9 25. 9 Vel = 12 .34 2 . 10 1. 101 1S 10 . 16 27 .7 27 .7 3A3 C=150 1 . 00 4 . 4 0. 0 See PATH 8 24 . 95 0 . 102 11 . 16 1 . 1 27 . 7 Vel = 8 . 49 0. 75 1. 101 lE 10 .28 33.3 33.3 4A1 C=150 5. 00 4 . 5 0. 0 See PATH 15 25. 70 0 . 108 15.28 1 . 7 33. 3 Vel = 8 . 74 1 . 101 1E 7 . 40 39. 4 39. 4 1A4 C=150 1T 11 . 00 0 . 0 0 . 0 25.70 0 . 108 1S 18 . 40 2 . 0 39. 4 Vel = 8 . 74 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing G Drawing Date:8/1/2018 8/ 1/18 14:51 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 302 TO W (PRIMARY PATH) 10 . 91 1 . 101 1E 3. 72 41 . 4 41 . 4 1A5 C=150 iS 6. 00 0 . 0 0 . 0 See PATH 19 36. 61 0 .208 9. 72 2 . 0 41 . 4 Vel = 12 . 46 1 . 101 3E 7 . 97 43. 4 43. 4 1A1 0=150 1T 21 .00 -0 . 3 0 . 0 36. 61 0 .208 1S 28 . 97 6. 0 43. 4 Vel = 12 . 46 3. 87 1 . 101 1T 9. 58 49. 1 49. 1 1A2 C=150 1S 6.00 0 . 0 0 . 0 See PATH 21 40. 48 0 .251 15 . 58 3. 9 49. 1 Vel = 13. 77 12. 00 1 . 598 1S 7. 00 53. 0 53. 0 1A3 C=150 1 . 00 0 . 0 0 . 0 See PATH 2 52. 48 0. 066 8 . 00 0 .5 53. 0 Vel = 8 . 48 W 52 . 48 53. 6 K = 7 . 17 18 . 01 0. 874 1T 1. 51 13. 5 13. 5 K = 4 . 90 301S 0=150 3. 00 -0 . 7 0 . 0 18 . 01 0 . 173 4 .51 0 . 8 13 . 5 Vel = 9. 73 301 18 . 01 13. 6 K = 4 . 88 PATH 2 FROM HYDRAULIC REFERENCE 302 TO 1A3 17 . 00 0 . 874 1T 0 . 42 12. 0 12 . 0 K = 4 . 90 302S 0=150 3. 00 -0 .2 0 . 0 17 . 00 0 . 155 3. 42 0. 5 12 . 0 Vel = 9. 18 0 . 874 1E 11 . 53 12. 4 12 . 4 EqK = 4 . 83 302 0=150 2S 6. 00 0 . 0 0 . 0 8 . 14 0 . 040 17 . 53 0. 7 12 . 4 Vel = 4 . 40 17. 47 0 . 874 1E 6. 66 13. 1 13. 1 EqK = 4 . 83 303 0=150 1T 7 . 00 0 . 0 0 . 0 25. 61 0. 331 13. 66 4 . 5 13. 1 Vel = 13. 83 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing G Drawing Date:8/1/2018 8/ 1/18 14 :51 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 302 TO 1A3 CONTINUED 13. 35 0 . 874 4 . 81 17 . 6 17 . 6 3A8 C=150 0.00 0 . 0 0 . 0 See PATH 3 38 . 96 0 . 719 4 . 81 3. 5 17 . 6 Vel = 21. 04 -4 . 56 0 . 874 2S 4 . 19 21 . 1 21 . 1 3A9 C=150 2 . 00 0 . 0 0 . 0 See PATH 4 34 . 40 0 . 571 6.19 3. 5 21 . 1 Vel = 18 .58 -4 .77 0 . 874 2T 0. 98 24 . 6 24 . 6 3A11 C=150 6. 00 0 . 0 0 . 0 See PATH 6 29. 63 0 .433 6. 98 3.0 24 . 6 Vel = 16. 00 -2 . 10 1 . 101 10 . 16 27 . 6 27 . 6 3A10 C=150 0 . 00 4 . 4 0 . 0 See PATH 8 27 . 53 0 . 123 10 . 16 1 .2 27 . 6 Vel = 9. 37 -0 . 75 1 . 101 1S 9. 51 33. 3 33. 3 2A10 C=150 1.00 4 .1 0 . 0 See PATH 15 26.78 0 . 117 10.51 1.2 33.3 Vel = 9.11 -10 . 91 0 . 874 3T 8 .09 38 . 6 38 . 6 1Al2 C=150 9. 00 0 . 0 0 . 0 See PATH 19 15. 87 0 . 136 17 . 09 2 . 3 38 . 6 Vel = 8 .57 0 . 874 1T 5.58 41. 0 41. 0 103A 0=150 3. 00 0 . 0 0 . 0 15. 87 0 .136 8 .58 1 .2 41. 0 Vel = 8 . 57 0 . 874 1S 8 . 51 42 .1 42 . 1 104A 0=150 1. 00 0. 0 0 . 0 15 . 87 0 . 136 9. 51 1 . 3 42 . 1 Vel = 8 .57 0. 874 4E 20.02 43.4 43. 4 1A9 0=150 2S 18 . 00 0 . 0 0 . 0 15.87 0.136 38 . 02 5.2 43.4 Vel = 8 . 51 -3. 87 0 . 874 2E 38 . 09 48 . 6 48 . 6 1A6 C=150 2T 16. 00 0 . 0 0 . 0 See PATH 21 12. 00 0. 081 2S 54 . 09 4 . 4 48 . 6 Vel = 6. 48 1A3 12 . 00 53.0 K = 1 . 65 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing G Drawing Date:8/1/2018 8/ 1/18 14:51 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 17 . 47 0 . 874 1T 0 . 42 12 .7 12. 7 K = 4 . 90 303S C=150 3. 00 -0 .2 0 . 0 17. 47 0. 163 3.42 0 . 6 12. 7 Vel = 9. 43 303 17 . 47 13. 1 K = 4 . 83 PATH 3 FROM HYDRAULIC REFERENCE 3A7 TO 3A8 13.35 0 . 874 2T 9. 61 16. 0 16. 0 3A7 C=150 1S 7. 00 0 . 0 0 . 0 See PATH 1 13.35 0 . 099 16. 61 1 . 6 16. 0 Vel = 7 .21 3A8 13.35 17 . 6 K = 3. 18 PATH 4 FROM HYDRAULIC REFERENCE 3A9 TO 3A1 4 . 56 0 . 874 1E 3S 52 .20 21 . 1 21. 1 3A9 C=150 2T 14 . 00 0 . 0 0 . 0 See PATH 2 4 . 56 0 . 014 10 66.20 0 . 9 21 . 1 Vel = 2 . 46 5. 78 0 . 874 2E 22 . 95 22. 0 22. 0 3A4 C=150 1T 13. 00 0 . 0 0 . 0 See PATH 5 10 . 34 0 . 062 2S 35. 95 2 .2 22. 0 Vel = 5. 58 3A1 10 . 34 24 .2 K = 2. 10 PATH 5 FROM HYDRAULIC REFERENCE 3A5 TO 3A4 5. 78 0. 874, 1T 5. 74 21. 7 21. 7 3A5 C=150 2S 5. 00 0 . 0 0 . 0 See PATH 1 5. 78 0. 021 10. 74 0 .2 21. 7 Vel = 3. 12 3A4 5. 78 22. 0 K = 1.23 PATH 6 FROM HYDRAULIC REFERENCE 3A11 TO 3A2 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing G Drawing Date:8/1/2018 8/ 1/18 14:51 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 3A11 TO 3A2 CONTINUED 4 . 77 0 . 874 1S 2 . 00 24 . 6 24 . 6 3A11 C=150 1 . 00 0. 0 0. 0 See PATH 2 4 . 77 0 . 015 3. 00 0 . 0 24 . 6 Vel = 2.58 -2 . 12 0 . 874 1E 36. 67 24 . 6 24 . 6 3Al2 C=150 2T 16. 00 0 . 0 0 . 0 See PATH 7 2 . 65 0 .005 6S 52 . 67 0 .3 24 . 6 Vel = 1 . 43 2 . 12 0 . 874 3E 43. 08 24 . 9 24 . 9 3A6 C=150 1T 21 .00 0 . 0 0 . 0 See PATH 7 4 .77 0 . 015 6S 64 . 08 0 . 9 24 . 9 Vel = 2 . 58 3A2 4 . 77 25. 9 K = 0 . 94 PATH 7 FROM HYDRAULIC REFERENCE 3Al2 TO 3A6 2 . 12 0 . 874 1E 8S 60 . 67 24 . 6 24 . 6 3Al2 C=150 2T 19. 00 0. 0 0. 0 See PATH 6 2 . 12 0 . 003 1C 79. 67 0 . 3 24 . 6 Vel = 1 . 14 3A6 2 . 12 24 . 9 K = 0 . 42 PATH 8 FROM HYDRAULIC REFERENCE 3A10 TO 3A3 2 . 10 1 . 101 9.75 27 . 6 27 . 6 3A10 C=150 0 . 00 -4 .2 0 . 0 See PATH 2 2. 10 0 . 001 9.75 0. 0 27 . 6 Vel = 0.71 0 . 874 2E 8 . 58 23. 4 23. 4 480 C=150 iT 11.00 0 .0 0 . 0 2 . 10 0 . 003 19. 58 0. 1 23. 4 Vel = 1. 13 -0 . 99 0 . 874 2T 7 .32 23.5 23. 5 1 469 C=150 6. 00 0 . 0 0 . 0 See PATH 10 AND 9 1. 11 0 . 001 13.32 0 . 0 23. 5 Vel = 0 . 60 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing G Drawing Date:8/1/2018 8/ 1/18 14 :51 • 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 8 FROM HYDRAULIC REFERENCE 3A10 TO 3A3 CONTINUED -0 . 49 1 . 101 1T 5. 59 23. 5 23. 5 468 C=150 5. 00 0 . 0 0 . 0 See PATH 13 0 . 62 0 . 000 10 . 59 0. 0 23. 5 Vel = 0 .21 -0 . 30 1 . 101 1T 10 . 00 23. 5 23. 5 477 C=150 1S 6. 00 0 . 0 0 . 0 See PATH 14 0 . 33 0 . 000 16. 00 0. 0 23. 5 Vel = 0 . 11 0 . 874 1E 9. 67 23. 5 23. 5 403 C=150 2S 6. 00 0 . 0 0 . 0 0. 33 0 . 000 15. 67 0 . 0 23. 5 Vel = 0. 18 0 . 874 1E 13. 56 23. 5 23. 5 404 0=150 1S 5. 00 -2 . 6 0 . 0 0.33 0. 000 18 . 56 0 . 0 23. 5 Vel = 0 . 18 0. 874 12E 91 . 46 20 . 9 20 . 9 402 0=150 1T 59. 00 2 . 4 0 . 0 0 .33 0. 000 8S 150 . 46 0 . 0 20 . 9 Vel = 0 . 18 1. 101 1S 0 . 40 23. 3 23. 3 481 C=150 1 . 00 0 .2 0 . 0 0 .33 0. 000 1 . 40 0. 0 23. 3 Vel = 0 . 11 1 .77 1. 101 1S 9. 75 23. 5 23. 5 4A2 C=150 1 . 00 4 .2 0 . 0 See PATH 9 2 . 10 0. 001 10 . 75 0. 0 23. 5 Vel = 0 . 71 3A3 2. 10 27 . 7 K = 0 .40 PATH 9 FROM HYDRAULIC REFERENCE 469 TO 4A2 0. 55 0 . 874 1T 4 . 51 23. 5 23. 5 469 C=150 3. 00 0 . 0 0 . 0 See PATH 10 AND 8 0. 55 0 . 000 7 . 51 0 . 0 23. 5 Vel = 0 .30 -0.28 0 . 874 1T 37 .58 23. 5 23. 5 474 C=150 1C 10. 00 0 . 0 0 . 0 See PATH 11 0 .28 0. 000 6S 47 . 58 0. 0 23. 5 Vel = 0 . 15 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing G Drawing Date:8/1/2018 8/ 1/18 14 :51 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 PATH 9 FROM HYDRAULIC REFERENCE 469 TO 4A2 CONTINUED 0 .28 0 . 874 1T 4 . 51 23.5 23. 5 4A5 C=150 1S 4 . 00 0. 0 0 . 0 See PATH 11 0 . 55 0 . 000 8 . 51 0 . 0 23. 5 Vel = 0 . 30 0 . 44 0 . 874 1T 7 .32 23.5 23.5 4A4 C=150 3. 00 0 . 0 0 . 0 See PATH 10 0 . 99 0 . 001 10 . 32 0 . 0 23. 5 Vel = 0 . 53 0 . 79 1 . 101 1T 16.25 23.5 23.5 4A3 C=150 2S 7. 00 0 . 0 0 . 0 See PATH 13 AND 14 1 .77 0. 001 23.25 0 . 0 23. 5 Vel = 0 . 60 4A2 1 .77 23. 5 K = 0. 37 PATH 10 FROM HYDRAULIC REFERENCE 469 TO 4A4 0 . 44 0 . 874 1T 37 . 58 23. 5 23.5 469 C=150 10 8 . 00 0 . 0 0 . 0 See PATH 8 AND 9 0 . 44 0 . 000 4S 45. 58 0 . 0 23. 5 Vel = 0 .23 4A4 0 . 44 23. 5 K = 0 . 09 PATH 11 FROM HYDRAULIC REFERENCE 474 TO 4A5 0 .28 0 . 874 1T 14 . 51 23. 5 23. 5 474 C=150 2S 5. 00 0 . 0 0 . 0 See PATH 9 0 .28 0 . 000 19.51 0.0 23.5 Vel = 0. 15 -0 . 11 0. 874 4S 19. 58 23.5 23. 5 476 C=150 4 .00 0. 0 0. 0 See PATH 12 0 . 17 0 . 000 23. 58 0 . 0 23. 5 Vel = 0 . 09 0 . 11 0 . 874 2T 12. 51 23.5 23. 5 4A6 C=150 1S 7 . 00 0 . 0 0 . 0 See PATH 12 0 .28 0 . 000 19. 51 0 .0 23.5 Vel = 0 . 15 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing G Drawing Date:8/1/2018 8/ 1/18 14 :51 • 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 4A5 0.28 23. 5 K = 0 . 06 PATH 12 FROM HYDRAULIC REFERENCE 476 TO 4A6 0 . 11 0 . 874 2E 32 . 60 23. 5 23. 5 476 C=150 2T 18 . 00 0 . 0 0 . 0 See PATH 11 0. 11 0. 000 4S 50 . 60 0 . 0 23. 5 Vel = 0. 06 4A6 0 . 11 23. 5 K = 0 . 02 PATH 13 FROM HYDRAULIC REFERENCE 468 TO 4A3 0 . 49 1 . 101 1C 37 .58 23.5 23.5 468 C=150 3S 4 . 50 0 . 0 0 . 0 See PATH 8 0 . 49 0 . 000 42 . 08 0 . 0 23.5 Vel = 0 . 17 4A3 0. 49 23. 5 K = 0 . 10 PATH 14 FROM HYDRAULIC REFERENCE 477 TO 4A3 0.30 1 . 101 1T 2 . 00 23. 5 23.5 477 C=150 1S 6. 00 0. 0 0 . 0 See PATH 8 0. 30 0. 000 8 . 00 0 . 0 23.5 Vel = 0 . 10 1. 101 1E 41. 18 23.5 23. 5 401 0=150 1T 14 . 00 0 . 0 0 . 0 0. 30 0. 000 4S 55. 18 0 . 0 23.5 Vel = 0 . 10 4A3 0 . 30 23. 5 K = 0 . 06 PATH 15 FROM HYDRAULIC REFERENCE 2A10 TO 4A1 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing G Drawing Date:8/1/2018 8/ 1/18 14 :51 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 2A10 TO 4A1 CONTINUED 0 . 75 0 . 874 1T 0. 98 33. 3 33. 3 2A10 C=150 3. 00 0 . 0 0 . 0 See PATH 2 0 .75 0 .000 3. 98 0 . 0 33.3 Vel = 0 . 40 -0 . 32 0 . 874 1T 4 . 19 33. 3 33. 3 2A11 C=150 1S 4 . 00 0 .0 0 . 0 See PATH 16 0. 43 0. 000 8 . 19 0 . 0 33 . 3 Vel = 0.23 -0 .21 0 . 874 lE 3S 52 .20 33. 3 33. 3 2A9 C=150 2T 14 . 00 0 . 0 0 . 0 See PATH 18 0.22 0 . 000 10 66.20 0 . 0 33. 3 Vel = 0. 12 0 . 874 2E 22 . 95 33. 3 33. 3 2A4 0=150 1T 13. 00 0 . 0 0 . 0 0.25 0 . 000 2S 35. 95 0 . 0 33. 3 Vel = 0 . 14 0 . 18 0 . 874 1T 5. 58 33.3 33.3 2A1 C=150 1S 4 .00 0. 0 0 . 0 See PATH 18 0. 43 0 . 000 9. 58 0 . 0 33. 3 Vel = 0 .23 0 .32 0 .874 1T 4 . 06 33.3 33.3 2A2 C=150 3. 00 0 . 0 0 . 0 See PATH 16 0 . 75 0 . 000 7 . 06 0 .0 33. 3 Vel = 0 .40 4A1 0 . 75 33.3 K = 0 . 13 PATH 16 FROM HYDRAULIC REFERENCE 2A11 TO 2A2 0 . 32 0 . 874 1T 2 . 00 33.3 33.3 2A11 C=150 3.00 0 .0 0.0 See PATH 15 0 . 32 0. 000 5. 00 0 . 0 33. 3 Vel = 0 .17 -0 . 14 0 . 874 1E 36. 67 33. 3 33. 3 2Al2 C=150 2T 16. 00 0 .0 0 . 0 See PATH 17 0 . 18 0 . 000 6S 52 . 67 0. 0 33.3 Vel = 0 . 10 0 . 14 0 . 874 3E 43. 08 33.3 33.3 2A6 C=150 1T 21. 00 0 . 0 0 . 0 See PATH 17 0 .32 0 . 000 6S 64 . 08 0 . 0 33. 3 Vel = 0 . 17 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building G Drawing Date:8/1/2018 8/ 1/18 14:51 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 2A2 0.32 33. 3 K = 0 . 06 PATH 17 FROM HYDRAULIC REFERENCE 2Al2 TO 2A6 0 . 14 0 . 874 1E 8S 60 . 67 33.3 33.3 2Al2 C=150 2T 19. 00 0 . 0 0 . 0 See PATH 16 0 . 14 0 . 000 1C 79. 67 0. 0 33.3 Vel = 0 . 08 2A6 0 . 14 33.3 K = 0. 02 PATH 18 FROM HYDRAULIC REFERENCE 2A9 TO 2A1 0 .21 0 . 874 1T 4 . 81 33. 3 33. 3 2A9 C=150 1S 4 . 00 0 . 0 0. 0 See PATH 15 0.21 0 . 000 8 . 81 0 . 0 33. 3 Vel = 0 . 11 0. 874 2S 9. 61 33. 3 33. 3 2A8 C=150 2 . 00 0. 0 0 . 0 0 . 15 0 . 000 11 . 61 0 . 0 33.3 Vel = 0 . 08 0 . 874 5E 32 . 03 33. 3 33. 3 2A7 C=150 3S 23. 00 0 . 0 0 . 0 0 .21 0 . 000 55. 03 0. 0 33. 3 Vel = 0 . 11 0 . 874 3E 44 . 69 33. 3 33. 3 2A5 C=150 1T 22 . 00 0 . 0 0. 0 0. 18 0 . 000 7S 66. 69 0 . 0 33.3 Vel = 0. 10 2A1 0 . 18 33. 3 K = 0. 03 PATH 19 FROM HYDRAULIC REFERENCE 1Al2 TO 1A5 10. 91 0 . 874 1E 4 . 04 38 . 6 38 . 6 1Al2 C=150 2T 10. 00 0 . 0 0 . 0 See PATH 2 10. 91 0. 068 14 . 04 1. 0 38 . 6 Vel = 5. 89 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing G Drawing Date:8/1/2018 8/ 1/18 14 :51 + 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 19 FROM HYDRAULIC REFERENCE 1Al2 TO 1A5 CONTINUED 1 . 101 lE 0 .77 39. 6 39. 6 1A11 0=150 5. 00 0.3 0 . 0 10 . 91 0 . 022 5.77 0 . 1 39. 6 Vel = 3.71 1 . 101 2S 12 . 99 40. 1 40 . 1 1A10 0=150 2. 00 0 . 0 0 . 0 10 . 91 0 . 022 14 . 99 0 . 3 40. 1 Vel = 3.71 -2 . 65 1 . 101 3S 14 .75 40 . 4 40 . 4 1A8 C=150 3. 00 0. 0 0 . 0 See PATH 20 8 .27 0 . 013 17 .75 0.2 40 . 4 Vel = 2. 81 2 . 65 1 . 101 10 30 . 42 40 . 6 40 . 6 1A7 C=150 3S 4 .50 0 .0 0 . 0 See PATH 20 10 . 91 0 . 022 34 . 92 0. 8 40 . 6 Vel = 3.71 1A5 10 . 91 41. 4 K = 1. 70 PATH 20 FROM HYDRAULIC REFERENCE 1A8 TO 1A7 2 . 65 0 . 874 2E 29. 43 40 . 4 40. 4 1A8 C=150 2T 18 .00 0 . 0 0 . 0 See PATH 19 2 . 65 0 . 005 4S 47 . 43 0.2 40 . 4 Vel = 1. 43 1A7 2 . 65 40. 6 K = 0 . 42 PATH 21 FROM HYDRAULIC REFERENCE 1A6 TO 1A2 3.87 0 . 874 1E 35. 68 48 . 6 48 . 6 1A6 C=150 2T 14 . 00 0. 0 0 . 0 See PATH 2 3. 87 0 . 010 2S 49. 68 0 . 5 48 . 6 Vel = 2 . 09 1A2 3. 87 49. 1 K = 0. 55 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building G Static Pres: 104.0 psi Pressure: 59.1 psi In: 0 gpm 13223 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: 3 Date: 4/4/2018 Safety Pres: 43.6 psi Loc: 17051 SW Appledale Rd Hd Ely Pres: 8.3 psi 140 120 • Supply 100 - 80 60 • 40 20 - • 8.3 psi 100 150 200 250 300 350 400 450 5(