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Report (135) FccAQA- c0 �31��- Svc t 'Q.) • River Terrace East Builaing H Drawing Date: 7/25/2018 7/26/18 12:28 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: 2 Contractor: Jet Fire Protection Telephone: 503-588- 2, 1935 Silverton RD NE Salem, OR 97301 SEP 24 n Designer: Terry Paige, NICET III Calculated By: SprinkCAD CITY www. sprinkcad.com BUILDING ?9t'ca•. 451 N. Cannon Ave. Lansdale, PA 19446 Construction: VB Occupancy:R2 Residential Reviewing Authorities:City of Tigard SYSTEM DESIGN Code:NFPA 13R Hazard:Ordinary 1 System Type:WET Area of Sprinkler Oper. 4 sq ftj Sprinkler or Nozzle Density (gpm/sq ft) 0. 150 I Make: VICTAUL Area per Sprinkler 100 . 7 sq ftl Model: V36 DRY Hose Allowance Inside 0 gpm 1 K-Factor: 5. 60 Hose Allowance Outside 0 gpm 1 Temperature Rating: 155 CALCULATION SUMMARY 4 Flowing Outlets gpm Required: 62. 9 psi Required: 44. 6 @ 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: ����� PR ft ��G1NEc: i0 cc/ � 5A . 9P:A:IV 1 11 $14?7,.?-:°7!k LYNN S-CP EXPIRES: 06-30-2020 River Terrace East Builaing B Drawing Date: 7/25/2018 7/26/18 12:28 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 63 29.8 psi 1 1-1/2" CPVC 90 Ell 7 ' 120 1. 610 63 1 . 3 Total Loss for TO SYSTEM 1.3 psi 1 Pipe 1 " PVx15 6' 150 1.598 63 0. 6 1 Pipe l;" 40x21 1 ' 120 1. 610 63 0 . 1 1 1 " Thrd Butterfly Valve Victaul 1 ' 120 1 . 610 63 0 . 1 1 Pipe l " 40x21 1 ' 120 1 . 610 63 0 . 1 1 1 " Thrd Check Valve Generic NFPA 9' 120 1 . 610 63 1 .2 1 Pipe 1k" 40x21 1 ' 120 1 . 610 63 0 . 1 Elevation Change 19' 11" 8 . 6 Total Loss for THRU RISER 10.8 psi Hydr Ref BOR Required at AT BASE OF RISER 63 42.0 psi 1 Pipe 4" G4x21 18 ' 120 4 . 026 63 0 . 0 1 Pipe 4" PVx20 2 ' 150 4 .230 63 0 .0 1 Pipe 6" PVx20 136' 150 6.090 63 0 . 0 1 Pipe 8" DIx18 Cl 350 269' 140 8 . 488 63 0 . 0 Elevation Change 6' 0" 2 . 6 Total Loss for THRU UNDG 2. 6 psi Hydr Ref POC Required at CITY CONN 63 44. 6 psi Water Source102 .7 psi static, 98 .7 psi residual @ 1405 gpm 63 gpm 102.7 psi SAFETY PRESSURE 58.1 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 44.6 psi This is a safety margin of 58.1 psi or 57 % of Supply Maximum Water Velocity is 19.2 fps River Terrace East Builaing B Drawing Date: 7/25/2018 7/26/18 12:28 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 12:28 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 27 . 1 1A2 9.23 27.2 1A3 9.23 27 . 4 1A4 9.23 27 . 0 1A5 9.23 26. 6 1A7 9.23 26.3 1A8 9.23 26. 1 1A6 9.23 26. 5 2A7 19. 88 29. 1 2A4 19. 51 24 .2 2A8 19. 51 22 .8 2A3 19. 88 25.2 2A9 19. 88 22.5 2A10 19. 51 21. 8 2A5 19. 88 25. 8 2A1 19.51 23. 1 2A2 19.51 23. 4 2A11 19. 88 21. 4 2Al2 19. 51 21. 6 2A13 19. 51 21.5 2A15 19. 51 20. 6 2A16 19. 88 20. 5 2A17 19. 88 19. 8 2A6 19. 88 27 . 3 3Al2 29. 67 17 .7 3A5 29. 67 17. 9 3A2 29. 67 18 . 1 3A6 29. 67 17 . 8 3A9 29. 67 17 . 4 3A10 29. 67 17 . 5 3A3 29. 67 18 . 3 3A4 29. 67 17 . 9 3A1 29. 67 18 .0 3A7 29. 67 17 .7 3A8 29. 67 17.7 3A11 29. 67 17 . 6 4A7 39. 42 13.8 4A8 39. 42 13.7 4A9 39. 42 13.7 4A10 39. 42 13. 3 4A5 39. 42 13. 7 4A4 39. 42 13.8 4A1 39. 18 14. 1 4A6 39. 42 13.7 4A2 39. 42 13. 9 4A3 39. 42 13. 8 101 9.23 26. 6 102 9.23 26.5 103 9.23 26.5 201 19. 88 6. 9 2015 19. 09 5. 60 7 . 0 14 . 8 14 . 8 0. 44 River Terrace East Builaing H Drawing Date: 7/25/2018 7/26/18 12:28 Page 5 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^ ) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 202 19. 88 7. 1 202S 19. 09 5. 60 7 . 1 14 . 9 14 . 8 0 . 44 202A 19. 88 8 . 6 203 19. 88 9. 6 2035 19. 09 5. 60 9. 6 17 .3 15. 1 0 . 17 203A 19. 88 10 .2 204 19. 88 7. 9 2045 19. 09 5. 60 8 . 0 15. 8 15. 1 0 . 16 204A 19. 88 8 . 7 301 29. 67 17. 7 301A 29. 67 17 . 7 302 29. 67 17. 7 303 29. 67 17 . 7 401 39. 42 13. 8 401A 39. 42 13. 8 402 45. 39 11 .3 403 39. 42 13. 8 404 39. 42 13. 8 440 19.51 23.2 450 39. 18 14 . 1 W 19. 88 29. 8 Max velocity of 19.22 occurs in the pipe from 203A TO 2A17 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 H Drawing Date: 7/25/2018 7/26/18 12:28 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 201 TO W (PRIMARY PATH) 14 . 82 1 . 049 1T 0 . 78 7 . 0 7 . 0 K = 5. 60 201S 0=120 3. 00 -0.3 0 . 0 14 . 82 0 . 075 3. 78 0.3 7 . 0 Vel = 5.55 0 . 874 2T 7 . 90 6. 9 6. 9 EqK = 5. 62 201 C=150 6. 00 0 . 0 0 . 0 14 .82 0 . 120 13. 90 1 . 7 6. 9 Vel = 8 . 00 12 . 47 0 . 874 4E 19.21 8 . 6 8 . 6 202A C=150 2S 18 . 00 0 . 0 0 . 0 See PATH 5 AND 2 27 .29 0 .372 37 .21 13. 8 8 . 6 Vel = 14 . 74 -12 .37 0 . 874 2E 38 . 09 22 . 5 22 .5 2A9 C=150 2T 16. 00 0 . 0 0 . 0 See PATH 25 14 . 92 0 . 122 2S 54 . 09 6. 6 22 .5 Vel = 8 . 06 47 . 97 1.598 1S 7 . 00 29. 1 29. 1 2A7 C=150 1. 00 0 . 0 0. 0 See PATH 3 62 . 89 0 . 092 8 . 00 0 . 7 29. 1 Vel = 10 . 16 W 62 . 89 29. 8 K = 11.52 PATH 2 FROM HYDRAULIC REFERENCE 202 TO 202A 14 . 94 1. 049 1T 0.78 7 . 1 7. 1 K = 5. 60 202S 0=120 3. 00 -0 .3 0 . 0 14 . 94 0. 076 3.78 0.3 7 . 1 Vel = 5. 60 0 . 874 2T 6. 73 7. 1 7 . 1 EqK = 5. 62 202 0=150 6.00 0.0 0. 0 14 . 94 0 . 122 12 .73 1 . 6 7 . 1 Vel = 8 . 07 202A 14 . 94 8 . 6 K = 5. 09 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building B Drawing Date: 7/25/2018 7/26/18 12:28 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 3 FROM HYDRAULIC REFERENCE 204 TO 2A7 15. 79 1. 049 1T 0 . 78 8 . 0 8 . 0 K = 5. 60 204S C=120 3. 00 -0 . 3 0 . 0 15. 79 0 . 084 3. 78 0. 3 8 . 0 Vel = 5. 92 0 . 874 1S 4 . 42 7 . 9 7 . 9 EqK = 5. 61 204 C=150 1 . 00 0. 0 0. 0 15. 79 0 . 135 5. 42 0 .7 7 . 9 Vel = 8 .53 2 . 46 0. 874 1T 5.58 8 . 7 8 . 7 204A C=150 3. 00 0 . 0 0 . 0 See PATH 5 18 .25 0 . 177 8 . 58 1 . 5 8 . 7 Vel = 9. 86 17 .35 0 . 874 1T 12 . 80 10 .2 10 .2 203A C=150 3. 00 0. 0 0 . 0 See PATH 4 35. 60 0 . 609 15. 80 9. 6 10 .2 Vel = 19.22 -14 . 95 0. 874 2T 1 . 03 19. 8 19. 8 2A17 C=150 6. 00 0 . 0 0 . 0 See PATH 6 20 . 65 0 .222 7. 03 1 . 6 19. 8 Vel = 11. 15 -7. 79 1. 101 9. 79 21 . 4 21. 4 2A11 C=150 0 . 00 -4 .2 0 . 0 See PATH 8 12 . 86 0. 030 9. 79 0. 3 21 . 4 Vel = 4 .38 -6.21 1 . 101 1T 0. 75 17 . 4 17 . 4 3A9 C=150 5. 00 0. 0 0 . 0 See PATH 10 6. 65 0 . 009 5. 75 0 . 1 17 . 4 Vel = 2 .26 0 . 874 1E 1 . 98 17 . 5 17 . 5 3A10 C=150 4 . 00 0 . 0 0 . 0 6. 65 0. 027 5. 98 0 .2 17 .5 Vel = 3. 59 -2 . 82 0 . 874 1T 4 . 19 17 . 6 17 . 6 3A11 C=150 1S 4 . 00 0 . 0 0 . 0 See PATH 12 3. 82 0 . 010 8 . 19 0. 1 17 . 6 Vel = 2 . 06 -1 . 90 0. 874 1E 3S 52.20 17 . 7 17 . 7 3A8 C=150 2T 14 . 00 0. 0 0 . 0 See PATH 15 1 . 92 0 . 003 1C 66.20 0 .2 17 . 7 Vel = 1 . 04 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing B Drawing Date: 7/25/2018 7/26/18 12:28 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 3 FROM HYDRAULIC REFERENCE 204 TO 2A7 CONTINUED 0 . 31 0. 874 2E 22. 95 17. 9 17 . 9 3A4 C=150 1T 13. 00 0. 0 0 . 0 See PATH 17 2 .23 0. 004 2S 35. 95 0. 1 17 . 9 Vel = 1 .20 1 . 59 0 . 874 1T 5. 58 18 . 0 18 . 0 3A1 C=150 1S 4 . 00 0 . 0 0 . 0 See PATH 15 3. 82 0 . 010 9. 58 0 . 1 18 . 0 Vel = 2 . 06 2 . 82 0 . 874 1T 4 . 06 18 . 1 18 . 1 3A2 C=150 3. 00 0 .0 0 . 0 See PATH 12 6. 65 0 . 027 7 . 06 0 .2 18 . 1 Vel = 3.59 6.21 1. 101 1T 10 . 16 18 .3 18 . 3 3A3 C=150 5. 00 4 .4 0 . 0 See PATH 10 12 . 86 0 . 030 15. 16 0.5 18 . 3 Vel = 4 . 38 7 .79 1. 101 3. 00 23.2 23.2 440 C=150 0. 00 0 . 0 0 . 0 See PATH 8 20 . 65 0. 072 3. 00 0 .2 23.2 Vel = 7 . 03 5. 88 1 . 101 1T 2 . 14 23. 4 23. 4 2A2 C=150 5. 00 0 . 0 0. 0 See PATH 7 26. 53 0 . 115 7 . 14 0 . 8 23. 4 Vel = 9. 03 1. 101 2E 0.36 24 .2 24 .2 2A4 0=150 10 . 00 -0 .2 0 . 0 26. 53 0 . 115 10 . 36 1 .2 24 .2 Vel = 9. 03 1 . 101 1S 4 . 03 25.2 25.2 2A3 C=150 1. 00 0 . 0 0 . 0 26.53 0 . 115 5. 03 0. 6 25.2 Vel = 9. 03 9.07 1.394 1E 9. 56 25.8 25.8 2A5 C=150 1T 14 . 00 0 . 0 0 . 0 See PATH 6 35. 60 0. 063 2S 23. 56 1 . 5 25. 8 Vel = 7.56 12 . 37 1 . 394 1T 9.25 27 .3 27 . 3 2A6 C=150 1S 7. 00 0. 0 0 . 0 See PATH 25 47 . 97 0. 109 16.25 1 . 8 27 .3 Vel = 10 . 18 2A7 47 . 97 29. 1 K = 8 . 90 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing H Drawing Date: 7/25/2018 7/26/18 12:28 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 4 FROM HYDRAULIC REFERENCE 203 TO 203A 17.35 1 . 049 1T 0 . 78 9. 6 9. 6 K = 5. 60 203S C=120 3. 00 -0 .3 0 . 0 17.35 0 . 100 3. 78 0 . 4 9. 6 Vel = 6. 50 0 . 874 1T 0 . 42 9. 6 9. 6 EqK = 5. 59 203 0=150 3. 00 0. 0 0 . 0 17 . 35 0. 161 3. 42 0 . 5 9. 6 Vel = 9. 37 203A 17 .35 10 .2 K = 5. 44 PATH 5 FROM HYDRAULIC REFERENCE 202A TO 204A 2 . 46 0 . 874 1T 8 . 51 8 . 6 8 . 6 202A C=150 3. 00 0. 0 0 . 0 See PATH 1 AND 2 2. 46 0 . 004 11 . 51 0 . 1 8 . 6 Vel = 1 . 33 204A 2 . 46 8 . 7 K = 0 . 84 PATH 6 FROM HYDRAULIC REFERENCE 2A17 TO 2A5 14 . 95 0 . 874 1E 0 .39 19. 8 19. 8 2A17 C=150 1S 5. 00 0. 0 0 . 0 See PATH 3 14 . 95 0 . 122 5. 39 0 . 7 19. 8 Vel = 8 . 07 1. 101 0 .36 20 . 5 20 .5 2A16 0=150 0 . 00 0.2 0. 0 14 . 95 0. 040 0 .36 0 . 0 20 .5 Vel = 5. 09 0. 874 1E 2. 94 20. 6 20. 6 2A15 0=150 4 .00 0 . 0 0 . 0 14 . 95 0. 122 6. 94 0. 8 20. 6 Vel = 8 . 07 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing B Drawing Date: 7/25/2018 7/26/18 12:28 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 2A17 TO 2A5 CONTINUED -5. 88 0 . 874 3E 5S 67 . 48 21 . 5 21 . 5 2A13 C=150 2T 25. 00 -0 .2 0 . 0 See PATH 7 9. 07 0 . 049 2C 92 . 48 4 .5 21.5 Vel = 4 . 90 2A5 9. 07 25. 8 K = 1 . 79 PATH 7 FROM HYDRAULIC REFERENCE 2A13 TO 2A2 5. 88 0 . 874 1S 4 . 93 21 . 5 21 . 5 2A13 C=150 1 . 00 0 . 0 0 . 0 See PATH 6 5. 88 0 . 022 5. 93 0 . 1 21.5 Vel = 3. 17 -2 .29 0 . 874 1E 13. 84 21. 6 21 . 6 2Al2 C=150 2T 11 . 00 0 . 0 0 . 0 See PATH 9 3. 59 0 . 009 1S 24 . 84 0 .2 21. 6 Vel = 1. 94 2 .29 0 . 874 3E 31.27 21. 8 21 . 8 2A10 C=150 2S 14 . 00 0 . 0 0 . 0 See PATH 9 5. 88 0. 022 45.27 1 . 0 21.8 Vel = 3. 17 -2 . 63 0 . 874 2E 27 . 17 22. 8 22 . 8 2A8 C=150 2T 17 . 00 0. 0 0 . 0 See PATH 26 3.25 0 . 007 3S 44 . 17 0 . 3 22 .8 Vel = 1.75 2 . 63 0 . 874 1T 5.58 23. 1 23. 1 2A1 C=150 1S 6. 00 0 . 0 0 .0 See PATH 26 5. 88 0. 022 11 . 58 0 . 3 23. 1 Vel = 3. 17 2A2 5. 88 23.4 K = 1 .22 PATH 8 FROM HYDRAULIC REFERENCE 2A11 TO 440 7 . 79 1 . 101 10 . 65 21. 4 21 . 4 2A11 C=150 0. 00 4 . 6 0 . 0 See PATH 3 7 .79 0 . 012 10 . 65 0 . 1 21. 4 Vel = 2 . 65 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing B Drawing Date: 7/25/2018 7/26/18 12:28 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 2A11 TO 440 CONTINUED 0 . 874 1E 1.28 26. 1 26. 1 1A8 C=150 4 . 00 0 . 0 0 . 0 7 . 79 0 . 037 5.28 0 .2 26. 1 Vel = 4 .21 -3. 80 0 . 874 1E 9.24 26.3 26.3 1A7 C=150 1T 7 . 00 0 . 0 0. 0 See PATH 11 3. 99 0 . 011 16.24 0.2 26. 3 Vel = 2 . 16 -1 . 63 0 . 874 1E 14 . 85 26. 5 26.5 1A6 C=150 2T 12 . 00 0 . 0 0. 0 See PATH 13 2 . 37 0 . 004 2S 26. 85 0. 1 26.5 Vel = 1 .28 1 . 63 0 . 874 1E 30. 95 26. 6 26. 6 1A5 C=150 2S 6. 00 0 . 0 0. 0 See PATH 13 3. 99 0 . 011 36. 95 0. 4 26. 6 Vel = 2 . 16 -1 . 71 0 . 874 2E 25.22 27. 0 27 . 0 1A4 C=150 1T 13. 00 0 . 0 0 . 0 See PATH 24 2 .28 0 . 004 2S 38 .22 0. 1 27 . 0 Vel = 1 .23 1.71 0 . 874 2T 2 . 00 27 . 1 27 . 1 1A1 C=150 6. 00 0. 0 0 . 0 See PATH 24 3. 99 0 . 011 8 . 00 0 . 1 27 . 1 Vel = 2 . 16 3. 80 0 . 874 1E 2 . 48 27 .2 27 .2 1A2 C=150 4 . 00 0. 0 0 . 0 See PATH 11 7 .79 0 . 037 6. 48 0 .2 27.2 Vel = 4 .21 1 . 101 1T 10 .28 27 . 4 27 . 4 1A3 C=150 5. 00 -4 .5 0 . 0 7 .79 0 . 012 15.28 0 .2 27 . 4 Vel = 2 . 65 440 7 . 79 23.2 K = 1 . 62 PATH 9 FROM HYDRAULIC REFERENCE 2Al2 TO 2A10 2 .29 0. 874 1E 41. 02 21 . 6 21 . 6 2Al2 C=150 2T 16. 00 0 . 0 0. 0 See PATH 7 2 .29 0. 004 6S 57 . 02 0.2 21 . 6 Vel = 1 .24 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing B Drawing Date: 7/25/2018 7/26/18 12:28 Tyco Fire Products Page 12 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 2A10 2 .29 21.8 K = 0 . 49 PATH 10 FROM HYDRAULIC REFERENCE 3A9 TO 3A3 6.21 1. 101 1S 9. 75 17 . 4 17 . 4 3A9 C=150 1. 00 -4 .2 0 . 0 See PATH 3 6.21 0 . 008 10.75 0 .1 17 . 4 Vel = 2 . 11 0 . 874 2E 9. 76 13.3 13.3 4A10 0=150 1S 9. 00 0. 0 0. 0 6.21 0 . 024 18 .76 0 . 5 13. 3 Vel = 3. 35 -3. 14 0. 874 2T 7. 32 13. 7 13. 7 4A8 C=150 6. 00 0 .0 0 . 0 See PATH 19 AND 18 3. 07 0 . 007 13. 32 0. 1 13.7 Vel = 1. 66 -1 .25 0 . 874 1T 5. 59 13. 8 13. 8 4A7 C=150 3. 00 0 . 0 0 . 0 See PATH 22 1. 82 0. 002 8 . 59 0 . 0 13. 8 Vel = 0 . 98 -0 . 78 0 . 874 1T 10 . 00 13. 8 13. 8 401A C=150 2S 5. 00 0 . 0 0 . 0 See PATH 23 1. 04 0 . 001 15. 00 0 . 0 13.8 Vel = 0 . 56 0 . 874 lE 9. 67 13. 8 13. 8 403 0=150 1S 5. 00 0 . 0 0 . 0 1. 04 0. 001 14 . 67 0 .0 13. 8 Vel = 0 . 56 0 . 874 1E 13. 56 13. 8 13. 8 404 0=150 1S 5. 00 -2 . 6 0 . 0 1. 04 0 . 001 18 . 56 0 . 0 13. 8 Vel = 0 .56 0 . 874 9E 91 .05 11 .3 11.3 1 402 0=150 1T 47 . 00 2 . 7 0 . 0 1. 04 0. 001 8S 138 . 05 0 .1 11 . 3 Vel =- 0 .56 1 . 101 1T 0 . 48 14 . 1 14 . 1 450 0=150 5. 00 0 . 0 0 . 0 1. 04 0. 000 5. 48 0 .0 14 . 1 Vel = 0 .35 5. 17 1 . 101 1S 9. 51 14 . 1 14 . 1 4A1 C=150 1. 00 4 . 1 0 . 0 See PATH 18 6.21 0 . 008 10 . 51 0 . 1 14 . 1 Vel = 2 . 11 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing B Drawing Date: 7/25/2018 7/26/18 12:28 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 3A3 6.21 18 . 3 K = 1 . 45 PATH 11 FROM HYDRAULIC REFERENCE 1A7 TO 1A2 3. 80 0 . 874 1E 10S 72 . 12 26. 3 26. 3 1A7 C=150 2T 21 . 00 0. 0 0 . 0 See PATH 8 3. 80 0. 010 1C 93. 12 0 . 9 26. 3 Vel = 2 . 05 1A2 3. 80 27 .2 K = 0 . 73 PATH 12 FROM HYDRAULIC REFERENCE 3A11 TO 3A2 2 . 82 0 . 874 1T 2. 00 17 . 6 17 . 6 3A11 C=150 3.00 0 . 0 0 . 0 See PATH 3 2 .82 0 . 006 5. 00 0. 0 17. 6 Vel = 1 . 52 -1.25 0 . 874 1E 36. 67 17. 7 17. 7 3Al2 C=150 2T 16. 00 0. 0 0 . 0 See PATH 14 1 . 57 0 . 002 6S 52 . 67 0 . 1 17 . 7 Vel = 0 . 85 1 .25 0 . 874 3E 43. 08 17 . 8 17 . 8 3A6 C=150 1T 21 . 00 0 . 0 0. 0 See PATH 14 2 . 82 0 . 006 6S 64 . 08 0. 4 17 . 8 Vel = 1. 52 3A2 2 . 82 18 . 1 K = 0 . 66 PATH 13 FROM HYDRAULIC REFERENCE 1A6 TO 1A5 1. 63 0 . 874 2S 6. 00 26. 5 26. 5 1A6 C=150 2. 00 0. 0 0 . 0 See PATH 8 1. 63 0 . 002 8 . 00 0 . 0 26. 5 Vel = 0 . 88 0 . 874 1T 9.27 26. 5 26. 5 103 C=150 2S 5. 00 0. 0 0 . 0 1. 63 0 . 002 14 .27 0 . 0 26.5 Vel = 0 . 88 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing B Drawing Date: 7/25/2018 7/26/18 12:28 Tyco Fire Products Page 14 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 13 FROM HYDRAULIC REFERENCE 1A6 TO 1A5 CONTINUED 0. 874 1T 20 . 42 26.5 26.5 102 C=150 1S 4 . 00 0. 0 0 . 0 1 . 63 0 . 002 24 . 42 0. 0 26.5 Vel = 0 . 88 0 .874 1T 4 . 00 26. 6 26. 6 101 C=150 3. 00 0 . 0 0 . 0 1 . 63 0 . 002 7 . 00 0 .0 26. 6 Vel = 0 . 88 1A5 1 . 63 26. 6 K = 0 . 32 PATH 14 FROM HYDRAULIC REFERENCE 3Al2 TO 3A6 1.25 0 .874 1E 8S 60. 67 17 . 7 17 . 7 3Al2 C=150 2T 19. 00 0 .0 0 . 0 See PATH 12 1 .25 0. 001 10 79. 67 0. 1 17 .7 Vel = 0 . 68 3A6 1.25 17 . 8 K = 0 .30 PATH 15 FROM HYDRAULIC REFERENCE 3A8 TO 3A1 1. 90 0 . 874 1S 4 . 81 17 . 7 17 . 7 3A8 C=150 1. 00 0 .0 0 .0 See PATH 3 1 . 90 0 . 003 5. 81 0. 0 17 .7 Vel = 1 .03 -0 . 57 0 . 874 1T 9. 61 17 .7 17 .7 3A7 C=150 2S 5. 00 0 . 0 0 . 0 See PATH 16 1.32 0.001 14 .61 0.0 17 . 7 Vel = 0 .72 0 . 57 0. 874 5E 32 . 03 17 .7 17 .7 301A C=150 2S 22 . 00 0 . 0 0. 0 See PATH 16 1 . 90 0 . 003 54 . 03 0 . 1 17 .7 Vel = 1 . 03 -0. 31 0 .874 3E 44 . 69 17 . 9 17 . 9 3A5 C=150 1T 23. 00 0. 0 0 . 0 See PATH 17 1 . 59 0 . 002 8S 67 . 69 0 . 1 17 . 9 Vel = 0 . 86 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing H Drawing Date: 7/25/2018 7/26/18 12:28 • 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 3A1 1.59 18 . 0 K = 0 . 37 PATH 16 FROM HYDRAULIC REFERENCE 3A7 TO 301A 0 . 57 0 . 874 1E 6. 66 17 . 7 17 . 7 3A7 C=150 1T 8 . 00 0 . 0 0. 0 See PATH 15 0.57 0 . 000 1S 14 . 66 0. 0 17 .7 Vel = 0 .31 0. 874 1E 11 . 53 17 .7 17 . 7 303 0=150 2S 6. 00 0 . 0 0 . 0 0 . 57 0 . 000 17 . 53 0 . 0 17 . 7 Vel = 0. 31 0. 874 1E 19. 90 17 . 7 17 . 7 302 0=150 3S 7 . 00 0 . 0 0 . 0 0 .57 0 . 000 26. 90 0 . 0 17 . 7 Vel = 0 . 31 0. 874 1T 6. 42 17 . 7 17 .7 301 0=150 3. 00 0 . 0 0 . 0 0 . 57 0 . 000 9. 42 0 . 0 17 . 7 Vel = 0 . 31 301A 0 .57 17 . 7 K = 0. 14 PATH 17 FROM HYDRAULIC REFERENCE 3A5 TO 3A4 0 . 31 0 . 874 1T 5. 74 17 . 9 17 . 9 3A5 C=150 2S 5. 00 0 . 0 0 . 0 See PATH 15 0 .31 0 . 000 10 .74 0. 0 17 . 9 Vel = 0 . 17 3A4 0 .31 17 . 9 K = 0 . 07 PATH 18 FROM HYDRAULIC REFERENCE 4A8 TO 4A1 1 . 76 0. 874 1T 4 . 51 13. 7 13. 7 4A8 C=150 3. 00 0. 0 0 . 0 See PATH 19 AND 10 1 . 76 0 . 002 7 .51 0 . 0 13.7 Vel = 0 . 95 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing H Drawing Date: 7/25/2018 7/26/18 12:28 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 4A8 TO 4A1 CONTINUED -0 . 88 0 . 874 1T 37 .58 13. 7 13. 7 4A9 C=150 10 10 . 00 0 . 0 0 . 0 See PATH 20 0 . 88 0 . 001 6S 47 . 58 0 . 0 13. 7 Vel = 0 .48 0 . 88 0 . 874 1T 4 . 51 13. 8 13. 8 4A4 C=150 1S 4 . 00 0 . 0 0. 0 See PATH 20 1 .76 0 . 002 8 . 51 0. 0 13 . 8 Vel = 0 . 95 1 . 38 0 . 874 1T 7 . 32 13. 8 13. 8 4A3 C=150 3. 00 0. 0 0 . 0 See PATH 19 3. 14 0 . 007 10.32 0. 1 13.8 Vel = 1 . 70 2. 03 1 . 101 1E 16. 49 13. 9 13. 9 4A2 C=150 3S 8 . 00 0 . 1 0 . 0 See PATH 22 AND 23 5. 17 0 .006 24 . 49 0 . 1 13. 9 Vel = 1.76 4A1 5. 17 14 . 1 K = 1 .38 PATH 19 FROM HYDRAULIC REFERENCE 4A8 TO 4A3 1 . 38 0 . 874 1T 37 . 58 13.7 13.7 4A8 C=150 10 8 . 00 0. 0 0. 0 See PATH 10 AND 18 1 . 38 0 . 001 4S 45. 58 0 . 1 13 .7 Vel = 0 . 75 4A3 1 . 38 13. 8 K = 0 .37 PATH 20 FROM HYDRAULIC REFERENCE 4A9 TO 4A4 0 . 88 0 . 874 1T 14 . 51 13.7 13.7 4A9 C=150 2S 5. 00 0 . 0 0 . 0 See PATH 18 0 . 88 0 . 001 19. 51 0 . 0 13.7 Vel = 0 . 47 -0 . 35 0 . 874 4S 19. 58 13.7 13.7 4A6 C=150 4 . 00 0 . 0 0. 0 See PATH 21 0 . 53 0 . 000 23. 58 0 . 0 13.7 Vel = 0 .28 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building H Drawing Date: 7/25/2018 7/26/18 12:28 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 4A9 TO 4A4 CONTINUED 0.35 0 . 874 2T 12 . 51 13. 7 13.7 4A5 C=150 1S 7 . 00 0 . 0 0 . 0 See PATH 21 0 . 88 0 . 001 19. 51 0 . 0 13.7 Vel = 0 . 47 4A4 0. 88 13. 8 K = 0 .24 PATH 21 FROM HYDRAULIC REFERENCE 4A6 TO 4A5 0 . 35 0 . 874 2E 32. 60 13. 7 13. 7 4A6 C=150 2T 18 . 00 0 . 0 0. 0 See PATH 20 0 . 35 0 . 000 4S 50. 60 0 . 0 13. 7 Vel = 0 . 19 4A5 0 .35 13.7 K = 0 . 09 PATH 22 FROM HYDRAULIC REFERENCE 4A7 TO 4A2 1.25 0. 874 10 37 . 58 13. 8 13. 8 4A7 C=150 3S 4 . 00 0 . 0 0. 0 See PATH 10 1.25 0 . 001 41 . 58 0 . 1 13. 8 Vel = 0 . 67 4A2 1.25 13. 9 K = 0 . 34 PATH 23 FROM HYDRAULIC REFERENCE 401A TO 4A2 0 . 78 0 . 874 1T 2. 00 13. 8 13. 8 401A C=150 1S 4 . 00 0 . 0 0 . 0 See PATH 10 0 . 78 0 . 001 6. 00 0. 0 13. 8 Vel = 0 . 42 0 . 874 1E 41 . 18 13. 8 13. 8 401 0=150 1T 11. 00 0 . 0 0. 0 0.78 0 . 001 4S 52 . 18 0 . 0 13. 8 Vel = 0 . 42 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing B Drawing Date: 7/25/2018 7/26/18 12:28 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 4A2 0 .78 13. 9 K = 0 .21 PATH 24 FROM HYDRAULIC REFERENCE 1A4 TO 1A1 1 .71 0. 874 1E 46.78 27 . 0 27 . 0 1A4 C=150 2T 18 . 00 0 . 0 0 . 0 See PATH 8 1 . 71 0 . 002 8S 64 .78 0. 1 27 . 0 Vel = 0 . 93 1A1 1.71 27 . 1 K = 0 .33 PATH 25 FROM HYDRAULIC REFERENCE 2A9 TO 2A6 12 . 37 0 .874 3E 36. 01 22.5 22 .5 2A9 C=150 2T 20 . 00 0. 0 0 . 0 See PATH 1 12 .37 0 . 086 2S 56. 01 4 . 8 22 . 5 Vel = 6. 68 2A6 12 . 37 27 .3 K = 2 . 37 PATH 26 FROM HYDRAULIC REFERENCE 2A8 TO 2A1 2 . 63 0 . 874 3E 43. 17 22 . 8 22 . 8 2A8 C=150 1T 22 . 00 0 . 0 0 . 0 See PATH 7 2. 63 0 . 005 7S 65. 17 0 . 3 22 . 8 Vel = 1 . 42 2A1 2 . 63 23. 1 K = 0 .55 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building H Static Pres: 104.0 psi Pressure: 44.6 psi In: 0 gpm 13187 SW 169th Ave Resid. Pres: 100.0 psi Sys Flow: 63 gpm Out: 0 gpm Tigard, Oregon Flow: 1405 gpm Sys+Hose: 63 gpm Remote Area: 2 Date: 4/4/2018 Safety Pres: 58.1 psi Loc: 17051 SW Appledale Rd Hd Ely Pres: -0.3 psi 140 120 • Supply 100 80 60 • 40 20 100 150 200 250 300 350 400 450 5(