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Report (142)
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: 3 Contractor: Jet Fire Protection Telephone: 503-588-5262 1935 Silverton RD NE g„ � Salem, OR 97301 Designer: Terry Paige, NICET III SEP 2 4 2018 Calculated By:SprinkCAD www. sprinkcad.com CITY OF 1.IG t'D 451 N. Cannon Ave. BUILDING IVIS3m` 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 1 Make: VICTAUL Area per Sprinkler 340 . 0 sq ft1 Model: V27 RES Hose Allowance Inside 0 gpm 1 K-Factor: 4 . 90 Hose Allowance Outside 0 gpm 1 Temperature Rating: 155 CALCULATION SUMMARY 3 Flowing Outlets gpm Required: 52.5 psi Required: 56.7 @ 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: PROp&, ��GI NEF.70/0 / 54 . 9P:1 vial A;6-4-1 ;0" G If/ V.5),441'; 15 'Obi kLYNN S�P EXPIRES: 06-30-2020 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 3 52 42.9 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 11�" PVx15 6' 150 1. 598 52 0 . 4 1 Pipe 1W" 40x21 1 ' 120 1. 610 52 0 . 1 1 1;. " Thrd Butterfly Valve Victaul 1 ' 120 1 . 610 52 0 . 1 1 Pipe 11.." 40x21 1 ' 120 1. 610 52 0 . 0 1 1W" Thrd Check Valve Generic NFPA 9' 120 1. 610 52 0 . 9 1 Pipe 1%z" 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 54.0 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 136' 150 6.090 52 0 . 0 1 Pipe 8" DIx18 Cl 350 269' 140 8 . 488 52 0 . 0 Elevation Change 6' 0" 2 . 6 Total Loss for THRU UNDG 2. 6 psi Hydr Ref POC Required at CITY CONN 52 56.7 psi Water Source102 . 7 psi static, 98 .7 psi residual @ 1405 gpm 52 gpm 102.7 psi SAFETY PRESSURE 46.0 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 56.7 psi This is a safety margin of 46.0 psi or 45 % of Supply Maximum Water Velocity is 21.0 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 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/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 38 . 9 1A2 9.23 39. 0 1A3 9.23 39. 1 1A4 9.23 38 . 9 1A5 9.23 38 .7 1A7 9.23 38 . 5 1A8 9.23 38 . 4 1A6 9.23 38 . 6 2A7 19. 88 42 .3 2A4 19. 51 36. 5 2A8 19.51 35. 3 2A3 19.88 38 . 0 2A9 19. 88 40 .3 2A10 19.51 35.3 2A5 19. 88 38 . 9 2A1 19. 51 35. 3 2A2 19. 51 35. 3 2A11 19. 88 33. 8 2Al2 19.51 35.3 2A13 19. 51 35.3 2A15 19. 51 34 . 9 2A16 19. 88 34 . 8 2A17 19. 88 34 .5 2A6 19. 88 40. 8 3Al2 29. 67 24 . 5 3A5 29. 67 21 . 9 3A2 29. 67 26.2 3A6 29. 67 24 . 9 3A9 29. 67 28 . 0 3A10 29. 67 28 .0 3A3 29. 67 28 . 4 3A4 29. 67 22 . 1 3A1 29. 67 24 . 5 3A7 29. 67 17 . 6 3A8 29. 67 21 . 0 3A11 29. 67 24 .4 4A7 39. 42 24 . 1 4A8 39. 42 24 . 0 4A9 39. 42 24 . 0 4A10 39. 42 23. 9 4A5 39. 42 24 . 0 4A4 39. 42 24 . 0 4A1 39. 18 24 .2 4A6 39.42 24 .0 4A2 39. 42 24 . 1 4A3 39. 42 24 . 0 101 9.23 38 . 7 102 9.23 38 . 6 103 9.23 38 . 6 202A 19. 88 37 . 5 203A 19. 88 36.2 River Terrace East Builaing H 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^ ) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 204A 19. 88 36. 8 301 29. 67 13. 6 3015 28 . 16 4 . 90 13.5 18 . 0 17 . 0 0 . 05 301A 29. 67 16. 0 302 29. 67 12 . 4 302S 29.25 4 . 90 12 . 0 17 . 0 17 . 0 0 . 05 303 29. 67 13. 1 303S 29.25 4 . 90 12 . 7 17. 5 17. 0 0 . 05 401 39. 42 24 . 1 401A 39. 42 24 . 1 402 45.39 21 . 5 403 39. 42 24 . 1 404 39. 42 24 . 1 440 19.51 34 .7 450 39. 18 24 .2 W 19. 88 42 . 9 Max velocity of 20 . 96 occurs in the pipe from 3A7 TO 3A8 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 302 TO W (PRIMARY PATH) 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 19. 90 12 . 4 12 . 4 EqK = 4 . 83 302 0=150 3S 7 . 00 0 . 0 0. 0 8 . 89 0 . 047 26. 90 1 . 3 12 . 4 Vel = 4 . 80 18 . 02 0 .874 6. 42 13. 6 13. 6 EqK = 4 . 88 301 C=150 0 . 00 0 . 0 0 . 0 26. 90 0 . 363 6. 42 2 .3 13. 6 Vel = 14 . 53 -13.23 0 . 874 5E 32 .03 16.0 16. 0 301A C=150 1T 25. 00 0. 0 0 . 0 See PATH 3 13. 67 0 . 104 2S 57 . 03 5. 9 16. 0 Vel = 7 . 38 -5. 69 0. 874 3E 44 . 69 21 . 9 21. 9 3A5 C=150 1T 23. 00 0 . 0 0 . 0 See PATH 5 7 . 98 0 .038 8S 67 . 69 2 . 6 21 . 9 Vel = 4 . 31 10 .71 0 .874 1T 5. 58 24 . 5 24 .5 3A1 C=150 1S 4 .00 0 . 0 0 . 0 See PATH 4 18 . 68 0 .185 9. 58 1. 8 24 . 5 Vel = 10 . 09 5.79 0 .874 iT 4 . 06 26.2 26.2 3A2 C=150 3.00 0 . 0 0. 0 See PATH 6 24 . 47 0 .304 7 . 06 2 . 1 26.2 Vel = 13.21 3. 60 1. 101 1T 10 . 16 28 . 4 28 . 4 3A3 C=150 5.00 4 . 4 0 . 0 See PATH 8 28 . 07 0 . 127 15. 16 1 . 9 28 . 4 Vel = 9. 55 5.31 1. 101 3.00 34 .7 34 .7 440 _ C=150 0. 00 0 . 0 0 . 0 See PATH 15 33.39 0 . 176 3. 00 0 . 5 34 .7 Ve1 = 11 .3-6 -0 .77 1. 101 1T 2 . 14 35. 3 35.3 2A2 C=150 5. 00 0 . 0 0 . 0 See PATH 20 32 . 62 0 . 168 7 . 14 1 .2 35.3 Vel = 11 . 10 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 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) 1. 101 2E 0.36 36.5 36. 5 2A4 0=150 10 . 00 -0 .2 0 . 0 32. 62 0 . 168 10.36 1.7 36. 5 Vel = 11 . 10 1 . 101 1S 4 . 03 38 . 0 38 . 0 2A3 C=150 1. 00 0 . 0 0 . 0 32 . 62 0 . 168 5. 03 0. 8 38 . 0 Vel = 11 . 10 8 . 38 1 . 394 1E 9. 56 38 . 9 38 . 9 2A5 C=150 1T 14 . 00 0 . 0 0. 0 See PATH 19 41 . 00 0 . 081 2S 23. 56 1 . 9 38 . 9 Vel = 8 . 70 3. 58 1 . 394 1T 9.25 40 . 8 40 . 8 2A6 C=150 1S 7. 00 0. 0 0. 0 See PATH 23 44 . 58 0 . 095 16.25 1 . 5 40 . 8 Vel = 9. 46 7 . 90 1 . 598 1S 7 . 00 42 . 3 42 . 3 2A7 C=150 1. 00 0. 0 0 . 0 See PATH 2 52 . 48 0 . 066 8 . 00 0 . 5 42 . 3 Vel = 8 . 48 W 52 . 48 42 . 9 K = 8 . 01 18 . 02 0. 874 1T 1.51 13.5 13. 5 K = 4 . 90 301S 0=150 3. 00 -0 . 7 0. 0 18 . 02 0. 173 4 .51 0. 8 13. 5 Vel = 9. 73 301 18 . 02 13. 6 K = 4 . 88 PATH 2 FROM HYDRAULIC REFERENCE 302 TO 2A7 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 . 11 0 . 039 17 . 53 0. 7 12 . 4 Vel = 4 . 38 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 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 2A7 CONTINUED 17 . 46 0 . 874 1E 6. 66 13.1 13. 1 EqK = 4 . 83 303 C=150 1T 7 .00 0 . 0 0 . 0 25.58 0 . 330 13. 66 4 .5 13. 1 Vel = 13. 81 13.23 0 . 874 4 . 81 17 . 6 17 . 6 3A7 C=150 0 . 00 0 . 0 0 . 0 See PATH 3 38 . 81 0 .714 4 .81 3. 4 17 . 6 Vel = 20 . 96 -5. 01 0 . 874 2S 4 . 19 21 . 0 21. 0 3A8 C=150 2 . 00 0 . 0 0 . 0 See PATH 4 33. 79 0 . 553 6.19 3. 4 21 . 0 Vel = 18 .25 -5.79 0 . 874 1E 1. 98 24 . 4 24 . 4 3A11 C=150 1T 7 . 00 0. 0 0 . 0 See PATH 6 28 . 01 0 . 391 8 . 98 3. 5 24 . 4 Vel = 15. 13 1 . 101 0 . 75 28 . 0 28 . 0 3A10 0=150 0 .00 0. 0 0 . 0 28 . 01 0. 127 0 .75 0 . 1 28 . 0 Vel = 9. 53 -3. 60 1 .101 1T 9. 79 28 . 0 28 . 0 3A9 C=150 5.00 4 .2 0 . 0 See PATH 8 24 . 40 0. 098 14 .79 1. 5 28 . 0 Vel = 8 . 30 -5. 31 0 . 874 1T 1 . 03 33. 8 33. 8 2A11 C=150 3.00 0. 0 0 . 0 See PATH 15 19. 09 0. 192 4 . 03 0 . 8 33. 8 Vel = 10 . 31 -7 . 61 0 .874 3T 12 .80 34 . 5 34. 5 2A17 C=150 9. 00 0. 0 0 . 0 See PATH 19 11. 48 0 . 075 21 . 80 1 . 6 34 .5 Vel = 6.20 0.874 1T 5.58 36.2 36.2 203A 0=150 3. 00 0 . 0 0 . 0 11. 48 0 . 075 8 . 58 0 . 6 36.2 Vel = 6.20 0 .874 1S 8 .51 36. 8 36. 8 204A 0=150 1 . 00 0 . 0 0 . 0 11. 48 0 . 075 9. 51 0 . 7 36. 8 Vel = 6.20 0 . 874 4E 19.21 37 . 5 37 . 5 202A 0=150 2S 18 . 00 0 . 0 0 . 0 11. 48 0 . 075 37 .21 2 . 8 37 . 5 Vel = 6.20 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building H Drawing Date: 7/25/2018 7/26/18 12:31 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 2 FROM HYDRAULIC REFERENCE 302 TO 2A7 CONTINUED -3.58 0. 874 2E 38 . 09 40.3 40 .3 2A9 C=150 2T 16. 00 0 . 0 0. 0 See PATH 23 7. 90 0 . 038 2S 54 . 09 2. 0 40 . 3 Vel = 4 .27 2A7 7 . 90 42 . 3 K = 1 .21 17. 46 0 . 874 1T 0 .42 12.7 12 . 7 K = 4 . 90 3035 C=150 3. 00 -0 .2 0. 0 17. 46 0 . 163 3.42 0. 6 12 . 7 Vel = 9. 43 303 17 . 46 13. 1 K = 4 . 83 PATH 3 FROM HYDRAULIC REFERENCE 301A TO 3A7 13.23 0 . 874 2T 9. 61 16. 0 16. 0 301A C=150 1S 7 . 00 0 . 0 0 . 0 See PATH 1 13.23 0. 098 16. 61 1 . 6 16. 0 Vel = 7 . 15 3A7 13.23 17 . 6 K = 3. 16 PATH 4 FROM HYDRAULIC REFERENCE 3A8 TO 3A1 5. 01 0 . 874 1E 3S 52 .20 21 .0 21 . 0 3A8 C=150 2T 14 . 00 0 . 0 0 . 0 See PATH 2 5. 01 0 . 016 10 66.20 1 . 1 21. 0 Vel = 2 .71 5. 69 0. 874 2E 22 . 95 22 . 1 22. 1 3A4 C=150 1T 13. 00 0 . 0 0 . 0 See PATH 5 10 . 71 0. 066 2S 35. 95 2 . 4 22. 1 Vel = 5.78 3A1 10 . 71 24 .5 K = 2 . 16 PATH 5 FROM HYDRAULIC REFERENCE 3A5 TO 3A4 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. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 5 FROM HYDRAULIC REFERENCE 3A5 TO 3A4 CONTINUED 5. 69 0 . 874 1T 5. 74 21 . 9 21 . 9 3A5 C=150 2S 5. 00 0 . 0 0. 0 See PATH 1 5. 69 0. 020 10.74 0.2 21 . 9 Vel = 3. 07 3A4 5. 69 22.1 K = 1 .21 PATH 6 FROM HYDRAULIC REFERENCE 3A11 TO 3A2 5.79 0 . 874 1S 2 . 00 24 . 4 24 . 4 3A11 C=150 1 . 00 0 . 0 0. 0 See PATH 2 5. 79 0 . 021 3. 00 0 .1 24 . 4 Vel = 3. 12 -2. 57 0 . 874 1E 36. 67 24 . 5 24 .5 3Al2 C=150 2T 16. 00 0 . 0 0. 0 See PATH 7 3.22 0 . 007 6S 52. 67 0. 4 24 . 5 Vel = 1 .74 2. 57 0 . 874 3E 43. 08 24 . 9 24 . 9 3A6 C=150 1T 21. 00 0 .0 0 . 0 See PATH 7 5.79 0 . 021 6S 64 . 08 1. 4 24 . 9 Vel = 3. 12 3A2 5.79 26.2 K = 1 . 13 PATH 7 FROM HYDRAULIC REFERENCE 3Al2 TO 3A6 2 .57 0. 874 1E 8S 60. 67 24. 5 24 . 5 3Al2 C=150 2T 19. 00 0 . 0 0 . 0 See PATH 6 2 . 57 0.005 10 79.67 0.4 24 . 5 Vel = 1 . 39 3A6 2 . 57 24 . 9 K = 0 . 52 PATH 8 FROM HYDRAULIC REFERENCE 3A9 TO 3A3 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 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 3A9 TO 3A3 CONTINUED 3. 60 1 . 101 1T 9.75 28 . 0 28 . 0 3A9 C=150 5. 00 -4 .2 0 . 0 See PATH 2 3. 60 0 . 003 14 . 75 0. 0 28 . 0 Vel = 1.23 0 . 874 2E 9.76 23. 9 23. 9 4A10 C=150 1S 9. 00 0 . 0 0 . 0 3. 60 0 . 009 18 . 76 0.2 23. 9 Vel = 1. 95 -1 .82 0 . 874 2T 7 .32 24 . 0 24 . 0 4A8 C=150 6.00 0 . 0 0. 0 See PATH 10 AND 9 1.78 0 . 002 13. 32 0 . 0 24 . 0 Vel = 0 . 96 -0 .72 0 . 874 1T 5.59 24 . 1 24 . 1 4A7 C=150 3.00 0 . 0 0. 0 See PATH 13 1.06 0 . 001 8 . 59 0. 0 24 . 1 Vel = 0 . 57 -0 . 45 0 . 874 1T 10 . 00 24 . 1 24 . 1 401A C=150 2S 5. 00 0 . 0 0 . 0 See PATH 14 0 . 60 0 . 000 15. 00 0 . 0 24 . 1 Vel = 0 . 33 0 . 874 1E 9. 67 24 . 1 24 . 1 403 0=150 1S 5. 00 0. 0 0 . 0 0. 60 0 . 000 14 . 67 0 . 0 24 . 1 Vel = 0 .33 0 . 874 1E 13.56 24 . 1 24 . 1 404 0=150 1S 5 . 00 -2. 6 0 . 0 0. 60 0 . 000 18 . 56 0 . 0 24 . 1 Vel = 0 .33 0 . 874 9E 91 .05 21 . 5 21 . 5 402 0=150 1T 47. 00 2. 7 0 . 0 0. 60 0 . 000 8S 138 .05 0 . 0 21 . 5 Vel = 0 . 33 1 . 101 1T 0 . 48 24 .2 24 .2 450 C=150 5. 00 0 . 0 0. 0 0 . 60 0 . 000 5. 48 0 . 0 24 .2 Vel = 0 .21 3. 00 1 . 101 1S 9.51 24 .2 24 .2 4A1 C=150 1 . 00 4 . 1 0. 0 See PATH 9 3. 60 0 . 003 10 .51 0 . 0 24 .2 Vel = 1 .23 3A3 3. 60 28 . 4 K = 0 . 68 PATH 9 FROM HYDRAULIC REFERENCE 4A8 TO 4A1 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing R Drawing Date: 7/25/2018 7/26/18 12:31 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 4A8 TO 4A1 CONTINUED 1. 02 0 . 874 1T 4 .51 24 . 0 24 . 0 4A8 C=150 3. 00 0 . 0 0 . 0 See PATH 10 AND 8 1 . 02 0 . 001 7 . 51 0 . 0 24 . 0 Vel = 0 .55 -0 . 51 0 . 874 1T 37 .58 24 . 0 24 . 0 4A9 C=150 10 10. 00 0.0 0 . 0 See PATH 11 0 . 51 0 . 000 6S 47 . 58 0 . 0 24 . 0 Vel = 0 .28 0 .51 0 .874 1T 4 . 51 24 . 0 24 . 0 4A4 C=150 1S 4 . 00 0 .0 0 . 0 See PATH 11 1. 02 0. 001 8 .51 0.0 24 . 0 Vel = 0 .55 0 .80 0 . 874 1T 7 . 32 24 . 0 24 . 0 4A3 C=150 3.00 0 . 0 0. 0 See PATH 10 1. 82 0 . 002 10.32 0 . 0 24 . 0 Vel = 0 . 98 1 . 18 1 . 101 1E 16. 49 24 . 1 24 . 1 4A2 C=150 3S 8 . 00 0 . 1 0. 0 See PATH 13 AND 14 3. 00 0 . 002 24 . 49 0 . 0 24 . 1 Vel = 1 . 02 4A1 3. 00 24 .2 K = 0 . 61 PATH 10 FROM HYDRAULIC REFERENCE 4A8 TO 4A3 0 . 80 0 . 874 1T 37 . 58 24 . 0 24 . 0 4A8 C=150 10 8 . 00 0 .0 0 . 0 See PATH 8 AND 9 0. 80 0 . 001 4S 45. 58 0. 0 24 .0 Vel = 0 .43 4A3 0. 80 24 .0 K = 0 . 16 PATH 11 FROM HYDRAULIC REFERENCE 4A9 TO 4A4 0 .51 0 . 874 1T 14 .51 24 .0 24 . 0 4A9 C=150 2S 5. 00 0 . 0 0 . 0 See PATH 9 0 . 51 0 . 000 19. 51 0 . 0 24 . 0 Vel = 0 .27 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. 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 4A9 TO 4A4 CONTINUED -0 .20 0 . 874 4S 19.58 24 . 0 24 . 0 4A6 C=150 4 . 00 0 . 0 0 .0 See PATH 12 0.31 0 . 000 23. 58 0 . 0 24 . 0 Vel = 0 . 17 0 .20 0 . 874 2T 12 . 51 24 . 0 24 . 0 4A5 C=150 1S 7 . 00 0. 0 0 . 0 See PATH 12 0 . 51 0. 000 19.51 0 . 0 24 . 0 Vel = 0 .27 4A4 0 . 51 24 . 0 K = 0. 10 PATH 12 FROM HYDRAULIC REFERENCE 4A6 TO 4A5 0 .20 0 . 874 2E 32 . 60 24 . 0 24 . 0 4A6 C=150 2T 18 . 00 0. 0 0 . 0 See PATH 11 0 .20 0 . 000 4S 50. 60 0 . 0 24 . 0 Vel = 0. 11 4A5 0 .20 24 . 0 K = 0 . 04 PATH 13 FROM HYDRAULIC REFERENCE 4A7 TO 4A2 0 . 72 0 . 874 1C 37 .58 24 . 1 24 . 1 4A7 C=150 3S 4 . 00 0. 0 0 . 0 See PATH 8 0 . 72 0. 000 41. 58 0. 0 24 . 1 Vel = 0 . 39 4A2 0 . 72 24 . 1 K = 0 . 15 PATH 14 FROM HYDRAULIC REFERENCE 401A TO 4A2 0 . 45 0 . 874 1T 2. 00 24 . 1 24 . 1 401A C=150 1S 4 . 00 0. 0 0 . 0 See PATH 8 0 . 45 0. 000 6. 00 0. 0 24 . 1 Vel = 0 .24 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 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 401A TO 4A2 CONTINUED 0 . 874 1E 41.18 24 . 1 24 . 1 401 0=150 1T 11. 00 0 . 0 0. 0 0 . 45 0 . 000 4S 52 . 18 0 . 0 24 . 1 Vel = 0.24 4A2 0 . 45 24 . 1 K = 0 . 09 PATH 15 FROM HYDRAULIC REFERENCE 2A11 TO 440 5.31 1. 101 1S 10 . 65 33. 8 33. 8 2A11 C=150 1.00 4 . 6 0. 0 See PATH 2 5. 31 0. 006 11. 65 0 .1 33. 8 Vel = 1 . 81 0 . 874 1E 1 .28 38 . 4 38 . 4 1A8 C=150 4 . 00 0 . 0 0. 0 5.31 0 . 018 5.28 0 . 1 38 . 4 Vel = 2 . 87 -2 . 59 0 . 874 1E 9.24 38 .5 38 . 5 1A7 C=150 1T 7 . 00 0 . 0 0 . 0 See PATH 16 2 .72 0 .005 16.24 0 . 1 38 . 5 Vel = 1 . 47 -1 . 11 0 . 874 1E 14 . 85 38 . 6 38 . 6 1A6 C=150 2T 12 . 00 0 . 0 0 . 0 See PATH 17 1 . 61 0 .002 2S 26.85 0 . 1 38 . 6 Vel = 0 . 87 1 . 11 0. 874 1E 30 . 95 38 .7 38 . 7 1A5 C=150 2S 6. 00 0 . 0 0 . 0 See PATH 17 2 .72 0 .005 36. 95 0 .2 38 .7 Vel = 1 . 47 -1 . 17 0. 874 2E 25.22 38 . 9 38 . 9 1A4 C=150 1T 1.3.00 0.0 0.0 See PATH 18 1.55 0 .002 2S 38 .22 0 . 1 38 . 9 Vel = 0. 84 1 . 17 0. 874 2T 2 . 00 38 . 9 38 . 9 1A1 0=150 6.00 0 . 0 0 . 0 See PATH 18 2 .72 0 .005 8 . 00 0 .0 38 . 9 Vel = 1 . 47 2 . 59 0 . 874 1E 2 . 48 39. 0 39.0 1A2 C=150 4 .00 0 . 0 0 . 0 See PATH 16 5.31 0 . 018 6. 48 0 . 1 39. 0 Vel = 2. 87 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 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 2A11 TO 440 CONTINUED 1 . 101 1T 10 .28 39. 1 39. 1 1A3 C=150 5. 00 -4 .5 0 . 0 5. 31 0 . 006 15.28 0 . 1 39. 1 Vel = 1 . 81 440 5.31 34 . 7 K = 0 . 90 PATH 16 FROM HYDRAULIC REFERENCE 1A7 TO 1A2 2 . 59 0 . 874 1E 10S 72 . 12 38 . 5 38 . 5 1A7 C=150 2T 21 . 00 0. 0 0 . 0 See PATH 15 2 . 59 0. 005 1C 93. 12 0 . 4 38 . 5 Vel = 1 . 40 1A2 2.59 39. 0 K = 0 . 41 PATH 17 FROM HYDRAULIC REFERENCE 1A6 TO lA5 1 . 11 0. 874 2S 6. 00 38 . 6 38 . 6 1A6 C=150 2 . 00 0 . 0 0 . 0 See PATH 15 1 . 11 0. 001 8 . 00 0 . 0 38 . 6 Vel = 0 . 60 0 . 874 1T 9.27 38 . 6 38 . 6 103 C=150 2S 5. 00 0 . 0 0. 0 1 . 11 0 . 001 14 .27 0. 0 38 . 6 Vel = 0 . 60 0 . 874 1T 20 . 42 38 . 6 38 . 6 102 0=150 1S 4 . 00 0. 0 0 . 0 1. 11 0 . 001 24 . 42 0 . 0 38 . 6 Vel = 0 . 60 0 . 874 1T 4 . 00 38 . 7 38 . 7 101 0=150 3. 00 0. 0 0 . 0 1 . 11 0 . 001 7 . 00 0 . 0 38 . 7 Vel = 0 . 60 1A5 1. 11 38 . 7 K = 0 . 18 PATH 18 FROM HYDRAULIC REFERENCE LA4 TO 1A1 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 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 1A4 TO 1A1 CONTINUED 1 . 17 0 . 874 lE 46. 78 38 . 9 38 . 9 1A4 C=150 2T 18 . 00 0 . 0 0 . 0 See PATH 15 1 . 17 0 . 001 8S 64 .78 0. 1 38 . 9 Vel = 0. 63 1A1 1. 17 38 . 9 K = 0 . 19 PATH 19 FROM HYDRAULIC REFERENCE 2A17 TO 2A5 7 . 61 0 . 874 1E 0 . 39 34 . 5 34 . 5 2A17 C=150 1T 7 . 00 0 .0 0 . 0 See PATH 2 7 . 61 0 . 035 7 .39 0 .3 34 . 5 Vel = 4 . 11 1 . 101 0 . 36 34 . 8 34 . 8 2A16 C=150 0 . 00 0 .2 0 . 0 7 . 61 0 . 011 0.36 0.0 34 . 8 Vel = 2 . 59 0 . 874 1E 2 . 94 34 . 9 34 . 9 2A15 C=150 1T 7 . 00 0 .0 0 . 0 7 . 61 0 . 035 9. 94 0.3 34 . 9 Vel = 4 . 11 0 .77 0 . 874 3E 5S 67 . 48 35.3 35.3 2A13 C=150 1T 22. 00 -0.2 0 . 0 See PATH 20 8 . 38 0. 042 2C 89. 48 3. 7 35. 3 Vel = 4 .52 2A5 8 . 38 38 . 9 K = 1 .34 PATH 20 FROM HYDRAULIC REFERENCE 2A2 TO 2A13 0 . 77 0. 874 1T 5. 58 35. 3 35.3 2A2 C=150 1S 6.00 0 .0 0. 0 See PATH 1 0 .77 0 . 001 11 . 58 0 . 0 35. 3 Vel = 0 . 41 -0 .34 0 . 874 2E 27 . 17 35.3 35.3 2A1 C=150 2T 17 . 00 0 . 0 0 . 0 See PATH 21 0 . 42 0. 000 3S 44 . 17 0 . 0 35. 3 Vel = 0 .23 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 PATH 20 FROM HYDRAULIC REFERENCE 2A2 TO 2A13 CONTINUED 0 . 34 0 . 874 3E 31 .27 35. 3 35. 3 2A8 C=150 2S 14 . 00 0 . 0 0 . 0 See PATH 21 0 . 77 0. 001 45.27 0 . 0 35. 3 Vel = 0 . 41 -0 .30 0. 874 1E 13. 84 35. 3 35.3 2A10 C=150 2T 11 . 00 0. 0 0 . 0 See PATH 22 0. 47 0 . 000 1S 24 . 84 0 . 0 35. 3 Vel = 0 .25 0 . 30 0 . 874 1T 4 . 93 35. 3 35. 3 2Al2 C=150 3. 00 0 . 0 0. 0 See PATH 22 0 . 77 0. 001 7 . 93 0 . 0 35.3 Vel = 0 . 41 2A13 0 . 77 35. 3 K = 0 . 13 PATH 21 FROM HYDRAULIC REFERENCE 2A1 TO 2A8 0 . 34 0 . 874 3E 43. 17 35. 3 35. 3 2A1 C=150 1T 22 . 00 0. 0 0 . 0 See PATH 20 0 .34 0. 000 7S 65. 17 0 . 0 35.3 Vel = 0 . 19 2A8 0 . 34 35. 3 K = 0 . 06 PATH 22 FROM HYDRAULIC REFERENCE 2A10 TO 2Al2 0 . 30 0. 874 1E 41. 02 35. 3 35.3 2A10 C=150 2T 16. 00 0. 0 0 . 0 See PATH 20 0 .30 0. 000 6S 57. 02 0 . 0 35. 3 Vel = 0 . 16 2Al2 0 . 30 35.3 K = 0. 05 PATH 23 FROM HYDRAULIC REFERENCE 2A9 TO 2A6 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 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 2A9 TO 2A6 CONTINUED 3. 58 0 . 874 3E 36.01 40 .3 40 .3 2A9 C=150 2T 20. 00 0 .0 0 . 0 See PATH 2 3.58 0 . 009 2S 56. 01 0.5 40 . 3 Vel = 1. 94 2A6 3. 58 40 . 8 K = 0 . 56 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building H Static Pres: 104.0 psi Pressure: 56.7 psi In: 0 gpm 13187 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: 46.0 psi Loc: 17051 SW Appledale Rd Hd Ely Pres: 4.1 psi 140 120 • Supply 100 80 60 • 40 - 20 111--4.1 psi 100 150 200 250 300 350 400 450 5(