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Report (132)
� .(‘)i - cDP` 3 S lsztr-, • River Terrace East Builaing G Drawing Date:8/1/2018 8/ 1/18 14:53 HYDRAULIC DESIGN INFORMATION SHEET RECEIVED Job Name: River Terrace East Building G SEP 2 Location: 13223 SW 169th Ave Q. 2018 Tigard, Oregon �,ri Drawing Date: 8/1/2018 Remote Area Number: Contractor: Jet Fire Protection Telephone: 503-588-5262 n�1/� A��! 1935 Silverton RD NE Salem, OR 97301 Designer: Terry Paige, NICET III 1FFICE COPY 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:Ordinary 1 System Type:WET Area of Sprinkler Oper. 4 sq ftI 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. 6 psi Required: 40.2 @ 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 : CPEO PROFFS c��e�GINE�c,sio1 . / / 54 , 9P4/,y:' E tti 'n %9ZO Fy '15, 2�PJ< LYNN S !EXPIRES: 06-30-2020 River Terrace East Builaing G Drawing Date:8/1/2018 8/ 1/18 14:53 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 63 33.7 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 .5 1 Pipe 1 " 40x21 1 ' 120 1. 610 63 0. 1 1 1 " Thrd Butterfly Valve Victaul 1 ' 120 1 . 610 63 0 . 1 1 Pipe 1 " 40x21 1 ' 120 1. 610 63 0 . 1 1 1'1" Thrd Check Valve Generic NFPA 9' 120 1 . 610 63 1 .2 1 Pipe 1'-�" 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 45.9 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 48 ' 150 6. 090 63 0 .0 1 Pipe 8" DIx18 Cl 350 116' 140 8 . 488 63 0 . 0 Elevation Change -13' 0" -5. 6 Total Loss for THRU UNDG -5. 6 psi Hydr Ref POC Required at CITY CONN 63 40.2 psi Water Source102 .7 psi static, 98 .7 psi residual @ 1405 gpm 63 gpm 102.7 psi SAFETY PRESSURE 62.4 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 40.2 psi This is a safety margin of 62.4 psi or 61 % of Supply Maximum Water Velocity is 18 .1 fps River Terrace East Builaing G Drawing Date:8/1/2018 8/ 1/18 14:53 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) A1 .85 / ID^4 . 87 Pv Velocity pressure (psi) where Pv = 0. 001123 x QA2/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 :53 Page 4 - NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^'-z) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 1A1 9.23 23. 4 1A2 10 .00 28 .2 1A3 10 . 00 33. 0 1A5 9.23 21. 6 1A4 9.23 20 . 4 1A6 10 .00 24 .3 1A7 9.23 20 . 4 1A8 9.23 20 . 0 1A9 10 . 00 8 .5 1A10 9.23 19. 5 1All 10 .00 19. 0 1Al2 10 . 00 17 . 4 2A4 19.51 14 .5 2A5 19.51 14 . 5 2A7 19. 51 14 .2 2A6 19.51 14 .2 2A2 19.51 14 . 8 2A1 19. 51 14 .7 2A10 19.51 13. 9 2A8 19. 51 14 .2 2A9 19.51 14 .2 2A11 19. 51 14 . 0 2Al2 19. 51 14 . 1 3A2 29. 67 10 .2 3A4 29. 67 10. 0 3A1 29. 67 10 . 1 3A10 29. 67 9.8 3A5 29. 67 10 . 0 3A3 29. 67 10 .3 3A7 29. 67 9. 9 3A6 29. 67 9. 9 3A8 29. 67 9. 9 3A9 29. 67 9. 9 3A11 29. 67 9. 8 3Al2 29. 67 9. 9 4A1 19.51 15. 0 4A2 39.42 6.1 4A6 39. 42 5. 9 4A3 39. 42 6.0 4A4 39. 42 5. 9 4A5 39. 42 5. 9 101 10 . 00 6. 8 1015 8 . 81 5. 60 7 .0 14 . 8 14 .8 0 . 44 102 10 .00 6. 9 1 102S 8 . 81 5. 60 7 .1 14 . 9 14 . 8 0 .44 103 10 .00 9.2 1035 8 . 81 5. 60 9.3 17 . 1 15. 1 0 . 17 103A 10 . 00 9.7 104 10 . 00 7 . 7 1045 8 . 81 5. 60 7 . 9 15. 7 15. 1 0 . 16 104A 10 .00 8 . 5 A River Terrace East Builaing G Drawing Date:8/1/2018 8/ 1/18 14:53 Page 5 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI" ) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 201 19. 51 14 .2 202 19. 51 14 .2 203 19. 51 14 .2 301 29. 67 9. 9 302 29. 67 9. 9 303 29. 67 9. 9 401 39. 42 6. 0 402 45.39 3. 4 403 39. 42 6. 0 404 39. 42 6. 0 468 39. 42 6. 0 469 39. 42 5. 9 474 39. 42 5. 9 476 39. 42 5. 9 477 39. 42 6.0 480 39. 42 5. 6 481 39. 82 5. 9 W 10. 00 33.7 Max velocity of 18 . 13 occurs in the pipe from 103A TO 1Al2 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 :53 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 101 TO W (PRIMARY PATH) 14 . 82 1 . 049 1T 1. 19 7 .0 7 . 0 K = 5. 60 101S C=120 3. 00 -0 .5 0 . 0 14 . 82 0 .075 4 .19 0 . 3 7 . 0 Vel = 5. 55 0 .874 2T 7 . 90 6.8 6. 8 EqK = 5. 68 101 C=150 6. 00 0. 0 0 . 0 14 . 82 0 . 120 13. 90 1 . 7 6. 8 Vel = 8 . 00 14 . 19 0 . 874 4E 20 . 02 8 . 5 8 .5 1A9 C=150 2S 18 .00 0 .0 0 . 0 See PATH 5 AND 2 29. 01 0 . 417 38 . 02 15. 8 8 . 5 Vel = 15. 66 -11 .70 0 .874 2E 38 . 09 24 .3 24 . 3 1A6 C=150 2T 16. 00 0 . 0 0 . 0 See PATH 26 17 . 30 0 . 160 2S 54 .09 8 .7 24 . 3 Vel = 9. 34 45.28 1 . 598 1S 7 . 00 33. 0 33. 0 1A3 C=150 1. 00 0 .0 0 . 0 See PATH 3 62. 58 0 . 091 8 . 00 0 .7 33.0 Vel = 10 . 11 W 62 . 58 33.7 K = 10 .78 PATH 2 FROM HYDRAULIC REFERENCE 102 TO 1A9 14 . 94 1 . 049 1T 1. 19 7 .1 7 . 1 K = 5. 60 102S C=120 3. 00 -0 .5 0 .0 14 . 94 0 . 076 4 . 19 0 .3 7 . 1 Vel = 5. 60 0 . 874 2T 6.73 6. 9 6. 9 EqK = 5. 68 102 C=150 6.00 0 .0 0 .0 14 . 94 0 . 122 12 .73 1. 6 6. 9 Vel = 8 .07 1A9 14 . 94 8 . 5 K = 5. 13 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing G Drawing Date:8/1/2018 8/ 1/18 14 :53 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 104 TO 1A3 15.75 1 . 049 1T 1 . 19 7 . 9 7 . 9 K = 5. 60 1045 0=120 3. 00 -0 . 5 0. 0 15. 75 0 . 084 4 . 19 0 . 3 7 . 9 Vel = 5. 90 0. 874 1S 4 . 42 7 . 7 7. 7 EqK = 5. 66 104 0=150 1 . 00 0 . 0 0 . 0 15. 75 0 . 135 5. 42 0. 7 7. 7 Vel = 8 .50 0. 74 0. 874 1T 5. 58 8 . 5 8 .5 104A C=150 3. 00 0 . 0 0 . 0 See PATH 5 16. 49 0 . 147 8 . 58 1 . 3 8 .5 Vel = 8 . 91 17. 08 0 . 874 2T 8 . 09 9. 7 9.7 103A C=150 6. 00 0. 0 0. 0 See PATH 4 33. 58 0 . 546 14 . 09 7 . 7 9. 7 Vel = 18 . 13 -14 . 05 1 . 101 9. 51 17 . 4 17 . 4 1Al2 C=150 0 . 00 -4 . 1 0. 0 See PATH 6 19. 53 0. 065 9.51 0 . 6 17 . 4 Vel = 6. 65 -8 . 89 1. 101 1S 10. 16 13. 9 13. 9 2A10 C=150 1 . 00 -4 . 4 0. 0 See PATH 7 10. 64 0. 021 11 . 16 0 .2 13. 9 Vel = 3. 62 -4 . 96 0 . 874 1T 0 . 98 9. 8 9. 8 3A10 C=150 3. 00 0 . 0 0 . 0 See PATH 10 5. 68 0 . 020 3. 98 0. 1 9. 8 Vel = 3. 07 -2 . 41 0 . 874 1T 4 . 19 9. 8 9. 8 3A11 C=150 1S 4 . 00 0 . 0 0 . 0 See PATH 13 3.27 0 . 007 8 . 19 0 . 1 9. 8 Vel = 1 .76 -1 . 62 0. 874 1E 3S 52 .20 9. 9 9. 9 3A9 C=150 2T 14 . 00 0. 0 0 . 0 See PATH 15 1 . 64 0. 002 10 66.20 0 . 1 9. 9 Vel = 0 . 89 0.26 0. 874 2E 22. 95 10 . 0 10 .0 3A4 C=150 1T 13. 00 0 . 0 0 . 0 See PATH 17 1. 91 0 . 003 2S 35. 95 0. 1 10 . 0 Vel = 1 . 03 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing G Drawing Date:8/1/2018 8/ 1/18 14:53 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 104 TO 1A3 CONTINUED 1. 36 0 . 874 1T 5. 58 10. 1 10 . 1 3A1 C=150 1S 4 .00 0 . 0 0 . 0 See PATH 15 3.27 0 .007 9. 58 0. 1 10 . 1 Vel = 1.76 2 . 41 0 . 874 1T 4 . 06 10 .2 10 .2 3A2 C=150 3. 00 0 . 0 0 . 0 See PATH 13 5. 68 0 . 020 7 . 06 0 . 1 10 .2 Vel = 3. 07 4 . 96 1 . 101 1S 10 . 16 10 . 3 10 . 3 3A3 C=150 1. 00 4 .4 0 . 0 See PATH 10 10 . 64 0 . 021 11 . 16 0 .2 10 . 3 Vel = 3. 62 8 .89 1 . 101 1E 10.28 15.0 15. 0 4A1 C=150 5. 00 4 . 5 0 . 0 See PATH 7 19. 53 0 . 065 15.28 1. 0 15. 0 Vel = 6. 65 1 . 101 lE 7 .40 20 . 4 20 .4 1A4 C=150 1T 11 . 00 0 .0 0. 0 19. 53 0 . 065 1S 18 . 40 1 .2 20 . 4 Vel = 6. 65 14 . 05 1 . 101 1E 3.72 21 . 6 21 . 6 1A5 C=150 1S 6.00 0 . 0 0 . 0 See PATH 6 33.58 0 . 177 9.72 1.7 21 . 6 Vel = 11. 43 1 . 101 3E 7 . 97 23. 4 23. 4 lAl C=150 1T 21 . 00 -0 . 3 0 . 0 33. 58 0 . 177 1S 28 . 97 5. 1 23. 4 Vel = 11. 43 11 .70 1 . 101 1T 9. 58 28 .2 28 .2 1A2 C=150 1S 6. 00 0 . 0 0 . 0 See PATH 26 45.28 0 . 309 15. 58 4 .8 28 .2 Vel = 15. 41 1A3 45.28 33. 0 K = 7 . 88 PATH 4 FROM HYDRAULIC REFERENCE 103 TO 103A 17 . 08 1 . 049 iT 1 . 19 9. 3 9. 3 K = 5. 60 103S C=120 3. 00 -0 . 5 0 . 0 17 . 08 0 . 097 4 . 19 0. 4 9. 3 Vel = 6. 40 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing G Drawing Date:8/1/2018 8/ 1/18 14:53 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 103 TO 103A CONTINUED 0 . 874 1T 0.42 9.2 9.2 EqK = 5. 63 103 0=150 3. 00 0 . 0 0 .0 17. 08 0 . 156 3. 42 0 . 5 9.2 Vel = 9.23 103A 17 . 08 9. 7 K = 5. 48 PATH 5 FROM HYDRAULIC REFERENCE 1A9 TO 104A 0. 74 0 .874 1T 8 .51 8 .5 8 .5 1A9 C=150 3. 00 0 . 0 0 . 0 See PATH 1 AND 2 0. 74 0 . 000 11 .51 0 . 0 8 .5 Vel = 0 . 40 104A 0 .74 8 . 5 K = 0 .26 PATH 6 FROM HYDRAULIC REFERENCE 1Al2 TO 1A5 14 . 05 0 . 874 1E 4 . 04 17. 4 17 . 4 1Al2 C=150 2T 10. 00 0 . 0 0 . 0 See PATH 3 14 . 05 0 . 109 14 . 04 1. 5 17 . 4 Vel = 7 .58 1. 101 1E 0.77 19. 0 19. 0 1A11 0=150 5. 00 0.3 0. 0 14 . 05 0. 035 5.77 0 .2 19. 0 Vel = 4 . 78 1 . 101 2S 12 . 99 19.5 19. 5 1A10 0=150 2 .00 0 . 0 0 . 0 14 . 05 0 . 035 14 . 99 0. 5 19. 5 Vel = 4 .78 -3. 41 1. 101 3S 14 . 75 20. 0 20 . 0 1A8 C=150 3. 00 0 . 0 0. 0 See PATH 25 10 . 64 0 . 021 17 .75 0 . 4 20 . 0 Vel = 3 . 62 3. 41 1. 101 10 30 . 42 20 . 4 20 . 4 1A7 C=150 3S 4 . 50 0. 0 0. 0 See PATH 25 14 . 05 0. 035 34 . 92 1.2 20 . 4 Vel = 4 . 78 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing G Drawing Date:8/1/2018 8/ 1/18 14 :53 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 1A5 14 . 05 21 . 6 K = 3 . 02 PATH 7 FROM HYDRAULIC REFERENCE 2A10 TO 4A1 8 . 89 1. 101 1T 0 . 98 13. 9 13. 9 2A10 C=150 5. 00 0. 0 0 . 0 See PATH 3 8 . 89 0 . 015 5. 98 0 . 1 13. 9 Vel = 3. 03 -3.78 0 . 874 1T 4 . 19 14 .0 14 . 0 2A11 C=150 1S 4 . 00 0 . 0 0 . 0 See PATH 8 5. 11 0 . 017 8 . 19 0 . 1 14 . 0 Vel = 2 .76 -2 . 54 0. 874 1E 3S 52 .20 14 .2 14 .2 2A9 C=150 2T 14 . 00 0 . 0 0 . 0 See PATH 11 2.57 0 . 005 10 66.20 0 . 3 14 .2 Vel = 1 .39 0 . 41 0 . 874 2E 22. 95 14 . 5 14 . 5 2A4 C=150 1T 13. 00 0 . 0 0 . 0 See PATH 18 2. 98 0 .006 2S 35. 95 0 .2 14 .5 Vel = 1 . 61 2. 13 0 . 874 1T 5. 58 14 . 7 14 . 7 2A1 C=150 1S 4 . 00 0. 0 0. 0 See PATH 11 5. 11 0 . 017 9. 58 0 .2 14 . 7 Vel = 2 .76 3.78 1. 101 1T 4 . 06 14 . 8 14. 8 2A2 C=150 5. 00 0 . 0 0 . 0 See PATH 8 8 . 89 0 .015 9. 06 0 .1 14 . 8 Vel = 3. 03 4A1 8 . 89 15. 0 K = 2 . 30 PATH 8 FROM HYDRAULIC REFERENCE 2A11 TO 2A2 3.78 0 . 874 1T 2 . 00 14 . 0 14 . 0 2A11 C=150 3. 00 0 .0 0 . 0 See PATH 7 3.78 0 . 010 5. 00 0 . 0 14 . 0 Vel = 2 . 04 -1. 68 0 . 874 1E 36. 67 14 .1 14 . 1 2Al2 C=150 2T 16. 00 0 . 0 0. 0 See PATH 9 2 . 10 0 . 003 6S 52 . 67 0 .2 14 . 1 Vel = 1 . 13 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing G Drawing Date:8/1/2018 8/ 1/18 14:53 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 2A2 CONTINUED 1 . 68 0 .874 3E 43. 08 14 .2 14 .2 2A6 C=150 1T 21 . 00 0 . 0 0 . 0 See PATH 9 3. 78 0 . 010 6S 64 . 08 0. 6 14 .2 Vel = 2 . 04 2A2 3.78 14 . 8 K = 0 . 98 PATH 9 FROM HYDRAULIC REFERENCE 2Al2 TO 2A6 1. 68 0 . 874 1E 8S 60 . 67 14 . 1 14 . 1 2Al2 C=150 2T 19. 00 0 . 0 0 . 0 See PATH 8 1 . 68 0 . 002 1C 79. 67 0 .2 14 . 1 Vel = 0 . 91 2A6 1 . 68 14 .2 K = 0 . 44 PATH 10 FROM HYDRAULIC REFERENCE 3A10 TO 3A3 4 . 96 1 . 101 1S 9.75 9. 8 9. 8 3A10 C=150 1. 00 -4 .2 0 . 0 See PATH 3 4 . 96 0. 005 10 . 75 0 . 1 9. 8 Vel = 1 . 69 0 . 874 2E 8 .58 5. 6 5. 6 480 0=150 1T 11 . 00 0 . 0 0 . 0 4 . 96 0 . 016 19.58 0 . 3 5. 6 Vel = 2 . 68 -2 .33 0 . 874 2T 7 . 32 5. 9 5. 9 469 C=150 6. 00 0 . 0 0 . 0 See PATH 20 AND 19 2 . 63 0 . 005 13. 32 0 . 1 5. 9 Vel = 1 . 42 -1. 15 1 . 101 1T 5. 59 6. 0 6. 0 468 C=150 5. 00 0 . 0 0 .0 See PATH 23 1. 48 0 . 001 10. 59 0 . 0 6. 0 Vel = 0 . 50 -0 .70 1 . 101 1T 10. 00 6. 0 6. 0 477 C=150 1S 6. 00 0 . 0 0 . 0 See PATH 24 0 .77 0 . 000 16. 00 0 . 0 6. 0 Vel = 0 .26 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing G Drawing Date:8/1/2018 8/ 1/18 14 :53 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 10 FROM HYDRAULIC REFERENCE 3A10 TO 3A3 CONTINUED 0 .874 lE 9. 67 6.0 6. 0 403 0=150 2S 6. 00 0 .0 0 . 0 0 .77 0 . 001 15. 67 0 . 0 6. 0 Vel = 0 . 42 0 . 874 1E 13.56 6. 0 6. 0 404 0=150 1S 5. 00 -2 . 6 0 .0 0 .77 0 . 001 18 . 56 0 . 0 6. 0 Vel = 0 . 42 0. 874 12E 91. 46 3. 4 3. 4 402 0=150 1T 59. 00 2 .4 0 .0 0 . 77 0 . 001 8S 150 . 46 0 .1 3. 4 Vel = 0 . 42 1 . 101 1S 0. 40 5. 9 5. 9 481 0=150 1 . 00 0 .2 0 .0 0 . 77 0 .000 1 . 40 0.0 5. 9 Vel = 0 .26 4 . 19 1 . 101 1S 9. 75 6. 1 6. 1 4A2 C=150 1 . 00 4 .2 0. 0 See PATH 19 4 . 96 0 . 005 10 .75 0 . 1 6. 1 Vel = 1. 69 3A3 4 . 96 10 .3 K = 1 .54 PATH 11 FROM HYDRAULIC REFERENCE 2A9 TO 2A1 2.54 0 . 874 1S 4 . 81 14 .2 14 .2 2A9 C=150 1 . 00 0 .0 0 . 0 See PATH 7 2 . 54 0 . 005 5. 81 0 . 0 14 .2 Vel = 1.37 -0 .77 0 .874 1T 9. 61 14 .2 14 .2 2A8 C=150 2S 5.00 0 .0 0 . 0 See PATH 12 1.77 0 . 002 14 . 61 0 .0 14 .2 Vel = 0 . 96 0.77 0 . 874 5E 32 . 03 14 .2 14 .2 2A7 C=150 2S 22 . 00 0 .0 0 . 0 See PATH 12 2 . 54 0 . 005 54 . 03 0 .2 14 .2 Vel = 1.37 -0 . 41 0 .874 3E 44 . 69 14 .5 14 .5 2A5 C=150 1T 23. 00 0 . 0 0 . 0 See PATH 18 2. 13 0 . 003 8S 67 . 69 0 .2 14 . 5 Vel = 1 . 15 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) i River Terrace East Builaing G Drawing Date:8/1/2018 8/ 1/18 14 :53 • 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 2A1 2 . 13 14 . 7 K = 0. 56 PATH 12 FROM HYDRAULIC REFERENCE 2A8 TO 2A7 0 . 77 0 . 874 1E 6. 66 14 .2 14 .2 2A8 C=150 1T 8 . 00 0. 0 0 . 0 See PATH 11 0 .77 0 . 001 1S 14 . 66 0 . 0 14 .2 Vel = 0 . 42 0 . 874 1E 11 .53 14 .2 14 .2 203 0=150 2S 6. 00 0 . 0 0 . 0 0 .77 0 . 001 17 .53 0 . 0 14 .2 Vel = 0 . 42 0 . 874 1E 19. 90 14 .2 14 .2 202 0=150 3S 7 . 00 0 . 0 0. 0 0 .77 0 . 001 26. 90 0 . 0 14 .2 Vel = 0 . 42 0 . 874 1T 6. 42 14 .2 14 .2 201 0=150 3. 00 0 . 0 0. 0 0.77 0 .001 9. 42 0. 0 14 .2 Vel = 0. 42 2A7 0 . 77 14 .2 K = 0 .20 PATH 13 FROM HYDRAULIC REFERENCE 3A11 TO 3A2 2 . 41 0 . 874 1T 2 . 00 9. 8 9. 8 3A11 C=150 3. 00 0 . 0 0. 0 See PATH 3 2 . 41 0 . 004 5. 00 0 . 0 9. 8 Vel = 1.30 -1. 07 0 . 874 1E 36. 67 9. 9 9. 9 3Al2 C=150 2T 16. 00 0 . 0 0 . 0 See PATH 14 1 .34 0 . 001 6S 52. 67 0 . 1 9. 9 Vel = 0. 72 1. 07 0 . 874 3E 43. 08 9. 9 9. 9 3A6 C=150 1T 21 . 00 0 . 0 0 . 0 See PATH 14 2 . 41 0 . 004 6S 64 . 08 0 . 3 9. 9 Vel = 1 . 30 3A2 2 . 41 10.2 K = 0. 76 PATH 14 FROM HYDRAULIC REFERENCE 3Al2 TO 3A6 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing G Drawing Date:8/1/2018 8/ 1/18 14 :53 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 3Al2 TO 3A6 CONTINUED 1.07 0 . 874 1E 8S 60 . 67 9. 9 9. 9 3Al2 C=150 2T 19.00 0 . 0 0. 0 See PATH 13 1 . 07 0 . 001 1C 79. 67 0 . 1 9. 9 Vel = 0 .58 3A6 1 . 07 9. 9 K = 0 . 34 PATH 15 FROM HYDRAULIC REFERENCE 3A9 TO 3A1 1. 62 0 . 874 1S 4 . 81 9. 9 9. 9 3A9 C=150 1 . 00 0 . 0 0 . 0 See PATH 3 1. 62 0 . 002 5. 81 0. 0 9. 9 Vel = 0 . 88 -0 . 49 0 . 874 1T 9. 61 9. 9 9. 9 3A8 C=150 2S 5. 00 0.0 0 . 0 See PATH 16 1. 13 0. 001 14 . 61 0 . 0 9. 9 Vel = 0. 61 0 . 49 0 . 874 5E 32 . 03 9. 9 9. 9 3A7 C=150 2S 22 .00 0 . 0 0 . 0 See PATH 16 1 . 62 0 . 002 54 . 03 0 . 1 9. 9 Vel = 0 . 88 -0.26 0 . 874 3E 44 . 69 10 . 0 10 . 0 3A5 C=150 1T 23. 00 0.0 0 . 0 See PATH 17 1.36 0 . 001 8S 67 . 69 0 . 1 10 . 0 Vel = 0.73 3A1 1.36 10 . 1 K = 0 . 43 1 PATH 16 FROM HYDRAULIC REFERENCE 3A8 TO 3A7 0. 49 0 . 874 1E 6. 66 9. 9 9. 9 3A8 C=150 1T 8 . 00 0. 0 0. 0 See PATH 15 0 . 49 0 . 000 1S 14 . 66 0 . 0 9. 9 Vel = 0 .27 0 . 874 1E 11.53 9. 9 9. 9 303 0=150 2S 6. 00 0. 0 0 . 0 0 . 49 0 .000 17 . 53 0. 0 9. 9 Vel = 0 .27 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing G Drawing Date:8/1/2018 8/ 1/18 14 :53 • 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 3A8 TO 3A7 CONTINUED 0 . 874 1E 19. 90 9. 9 9. 9 302 C=150 3S 7 . 00 0 . 0 0 . 0 0 . 49 0 . 000 26. 90 0. 0 9. 9 Vel = 0.27 0 . 874 1T 6. 42 9. 9 9. 9 301 C=150 3. 00 0 . 0 0 .0 0 . 49 0 . 000 9. 42 0 . 0 9. 9 Vel = 0 .27 3A7 0 . 49 9. 9 K = 0 . 16 PATH 17 FROM HYDRAULIC REFERENCE 3A5 TO 3A4 0 .26 0 . 874 1T 5.74 10 . 0 10. 0 3A5 C=150 2S 5. 00 0 . 0 0 .0 See PATH 15 0.26 0 . 000 10 .74 0. 0 10. 0 Vel = 0 . 14 3A4 0 .26 10 . 0 K = 0 . 08 PATH 18 FROM HYDRAULIC REFERENCE 2A5 TO 2A4 0 . 41 0 . 874 1T 5.74 14 . 5 14 .5 2A5 C=150 2S 5. 00 0 . 0 0 . 0 See PATH 11 0 . 41 0 . 000 10 .74 0. 0 14 . 5 Vel = 0 .22 2A4 0 . 41 14 . 5 K = 0 . 11 PATH 19 FROM HYDRAULIC REFERENCE 469 TO 4A2 1 . 30 0. 874 1T 4 . 51 5. 9 5. 9 469 C=150 3. 00 0 . 0 0 . 0 See PATH 20 AND 10 1 . 30 0 . 001 7 . 51 0. 0 5. 9 Vel = 0 . 70 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing G Drawing Date:8/1/2018 8/ 1/18 14 :53 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 469 TO 4A2 CONTINUED -0 . 65 0. 874 1T 37 .58 5. 9 5. 9 474 C=150 10 10 . 00 0 . 0 0 . 0 See PATH 21 0 . 65 0 .000 6S 47 . 58 0 .0 5. 9 Vel = 0 . 35 0. 65 0 . 874 1T 4 . 51 5. 9 5. 9 4A5 C=150 1S 4 . 00 0 .0 0. 0 See PATH 21 1 . 30 0. 001 8 .51 0. 0 5. 9 Vel = 0.70 1. 03 0 . 874 1T 7 . 32 5. 9 5. 9 4A4 C=150 3. 00 0 .0 0 . 0 See PATH 20 2 . 33 0. 004 10 .32 0 . 0 5. 9 Vel = 1.26 1. 86 1 . 101 1T 16.25 6. 0 6. 0 4A3 C=150 2S 7 . 00 0 .0 0 . 0 See PATH 23 AND 24 4 . 19 0. 004 23.25 0 . 1 6. 0 Vel = 1 . 43 4A2 4 . 19 6. 1 K = 1.70 PATH 20 FROM HYDRAULIC REFERENCE 469 TO 4A4 1 . 03 0 . 874 1T 37 .58 5. 9 5. 9 469 C=150 10 8 . 00 0 . 0 0 . 0 See PATH 10 AND 19 1. 03 0 .001 4S 45. 58 0 .0 5. 9 Vel = 0 .55 4A4 1. 03 5. 9 K = 0 . 42 PATH 21 FROM HYDRAULIC REFERENCE 474 TO 4A5 0. 65 0 .874 1T 14 . 51 5. 9 5. 9 474 C=150 2S 5. 00 0 . 0 0 . 0 See PATH 19 0 . 65 0 . 000 19. 51 0 . 0 5. 9 Vel = 0 .35 -0 .26 0. 874 4S 19. 58 5. 9 5. 9 476 C=150 4 . 00 0 .0 0. 0 See PATH 22 0 . 39 0 . 000 23.58 0 . 0 5. 9 Vel = 0 .21 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing G Drawing Date:8/1/2018 8/ 1/18 14 :53 • 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 21 FROM HYDRAULIC REFERENCE 474 TO 4A5 CONTINUED 0.26 0 . 874 2T 12.51 5. 9 5. 9 4A6 C=150 1S 7 . 00 0 . 0 0. 0 See PATH 22 0. 65 0 . 000 19.51 0 . 0 5. 9 Vel = 0 . 35 4A5 0 . 65 5. 9 K = 0 .27 PATH 22 FROM HYDRAULIC REFERENCE 476 TO 4A6 0.26 0 . 874 2E 32 . 60 5. 9 5. 9 476 C=150 2T 18 . 00 0 . 0 0 . 0 See PATH 21 0.26 0 . 000 4S 50. 60 0 . 0 5. 9 Vel = 0 . 14 4A6 0 .26 5. 9 K = 0 . 11 PATH 23 FROM HYDRAULIC REFERENCE 468 TO 4A3 1. 15 1 . 101 10 37 . 58 6. 0 6. 0 468 C=150 3S 4 . 50 0 . 0 0 . 0 See PATH 10 1 . 15 0 . 000 42 . 08 0 . 0 6. 0 Vel = 0. 39 4A3 1. 15 6. 0 K = 0 . 47 PATH 24 FROM HYDRAULIC REFERENCE 477 TO 4A3 0 . 70 1 . 101 1T 2 . 00 6. 0 6. 0 477 C=150 1S 6. 00 0 . 0 0 . 0 See PATH 10 0 . 70 0 . 000 8 . 00 0 . 0 6. 0 Vel = 0 .24 1 . 101 1E 41 . 18 6. 0 6. 0 401 0=150 1T 14 . 00 0 . 0 0. 0 0 . 70 0 . 000 4S 55. 18 0 . 0 6. 0 Vel = 0 .24 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing G Drawing Date:8/1/2018 8/ 1/18 14 :53 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 4A3 0.70 6. 0 K = 0 .29 PATH 25 FROM HYDRAULIC REFERENCE 1A8 TO 1A7 3.41 0 . 874 2E 29. 43 20 . 0 20 .0 1A8 C=150 2T 18 . 00 0 . 0 0 . 0 See PATH 6 3. 41 0 .008 4S 47 . 43 0 . 4 20 . 0 Vel = 1. 84 1A7 3. 41 20 .4 K = 0 .75 PATH 26 FROM HYDRAULIC REFERENCE 1A6 TO 1A2 11.70 0. 874 1E 35. 68 24 . 3 24 .3 1A6 C=150 2T 14. 00 0 . 0 0 . 0 See PATH 1 11 .70 0 . 078 2S 49. 68 3. 9 24 . 3 Vel = 6.32 1A2 11 .70 28 .2 K = 2 .20 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building G Static Pres: 104.0 psi Pressure: 40.2 psi In: 0 gpm 13223 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: 1 Date: 4/4/2018 Safety Pres: 62.4 psi Loc: 17051 SW Appledale Rd Hd Ely Pres: -0.5 psi 140 120 • Supply 100 80 - 60 40 • 20 100 150 200 250 300 350 400 450 5(