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rPss\s-CZ‘k oVc-Vm River Terrace East Building E Drawing Date:8/13/2018 8/13/18 15: 3 • HYDRAULIC DESIGN INFORMATION SHEET Job Name: River Terrace East Building E Location: 13271 SW 169th Ave r �"°Icopy Tigard, Oregon Drawing Date: 8/13/2018 Remote Area Number: 3 Contractor: Jet Fire Protection Telephone:503-588-5262 1935 Silverton RD NE Salem, OR 97301 RECEIVED Designer: Terry Paige, NICET III Calculated By:SprinkCAD SEP I, 8 2018 www.sprinkcad.com 451 N. Cannon Ave. CITY OF.1 � D Lansdale, PA 19446 BUILDING DIVISION 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 ftl Sprinkler or Nozzle Density (gpm/sq ft) RES 1 Make: VICTAUL Area per Sprinkler 340 . 0 sq ftj Model: V27 RES Hose Allowance Inside 0 gpm 1 K-Factor: 4 . 90 Hose Allowance Outside 0 gpm 1 Temperature Rating: 155 CALCULATION SUMMARY 4 Flowing Outlets gpm Required: 74.5 psi Required: 62. 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 106 Gallons Notes : ��EO PROFFS #<'c INEF^s/p�� / 5A , 913:!/, 4l `' .- 7 / lSi �t ,%1li t Go /IV 4/)' 15, �� 4 `9F1'LYN N S ' EXPIRES: 06-30-2020 • River Terrace East Building E Drawing Date:8/13/2018 8/13/18 15: 3 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 3 74 63.4 psi 1 1-1/2" CPVC 90 Ell 7 ' 120 1 . 610 74 1 . 8 Total Loss for TO SYSTEM 1.8 psi 1 Pipe l " PVx15 6 ' 150 1 . 598 74 0 . 8 1 Pipe 11," 40x21 1 ' 120 1 . 610 74 0.2 1 111" Thrd Butterfly Valve Victaul 1 ' 120 1 . 610 74 0 .2 1 Pipe 11�" 40x21 1 ' 120 1 . 610 74 0 . 1 1 11," Thrd Check Valve Generic NFPA 9' 120 1 . 610 74 1 .7 1 Pipe 1k" 40x21 1 ' 120 1 . 610 74 0 .2 Elevation Change 10 ' 0" 4 .3 Total Loss for THRU RISER 7.4 psi Hydr Ref BOR Required at AT BASE OF RISER 74 72.6 psi 1 Pipe 4" G4x21 18 ' 120 4 . 026 74 0 . 0 1 Pipe 4" PVx20 2 ' 150 4 .230 74 0 . 0 1 Pipe 6" PVx20 106' 150 6. 090 74 0 . 0 1 Pipe 8" DIx18 Cl 350 725 ' 140 8 .488 74 0 . 0 Elevation Change -23 ' 3" -10 . 1 Total Loss for THRU UNDG -10.0 psi Hydr Ref POC Required at CITY CONN 74 62.6 psi Water Source102 .7 psi static, 98 .7 psi residual @ 1405 gpm 74 gpm 102.7 psi SAFETY PRESSURE 40.1 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 62. 6 psi This is a safety margin of 40.1 psi or 39 % of Supply Maximum Water Velocity is 21 . 1 fps River Terrace East Building E Drawing Date:8/13/2018 8/13/18 15: 3 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 Building E Drawing Date:8/13/2018 8/13/18 15: 3 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 10 . 00 47 .2 1A2 9.23 39. 8 1A3 9.23 57 . 3 1A4 9.23 44 . 3 1A5 10 . 00 62 .3 2A2 19. 51 30. 6 2A4 19. 51 32 . 4 2A5 19. 51 31 . 0 2A6 19.51 31 .2 2A3 19.51 30 . 8 2A7 19 .51 33 .0 2A8 19.51 32 . 8 2A1 19.51 30 .7 3A2 29. 67 23. 6 3A6 29. 67 18. 8 3A3 29. 67 22 . 8 3A4 29. 67 25 . 6 3A1 29. 67 19. 1 3A7 29. 67 26. 7 3A8 29. 67 26. 3 3A5 29. 67 17 . 1 4A1 39. 82 19.7 4A3 39. 82 21 . 8 4A2 39 . 82 19 .7 101 10 . 00 45 .3 102 10 . 00 46. 6 201 19. 51 30 . 7 202 19.51 30 . 9 203 19 . 51 30 . 8 204 19. 51 30 . 8 301 29. 67 12 . 7 3015 29.25 4 . 90 12 . 3 17 .2 17 . 0 0. 05 302 29. 67 18 . 7 3025 29.25 4 . 90 18 .2 20 . 9 17 . 0 0 . 06 303 29. 67 12 . 4 3035 29.25 4 . 90 12 . 0 17 . 0 17 . 0 0 . 05 304 29. 67 16.2 304S 29.25 4 . 90 15. 7 19.4 17 . 0 0 . 06 402 39. 82 19 . 9 404A 39 . 82 20 . 1 W 10 . 00 63 . 4 Max velocity of 21 . 05 occurs in the pipe from 3A1 TO 3A2 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. I River Terrace East Building E Drawing Date:8/13/2018 8/13/18 15: 3 Tyco Fire Products Page 5 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 303 TO W (PRIMARY PATH) 17 . 00 0 . 874 1T 0 . 42 12 . 0 12 . 0 K = 4 . 90 303S 0=150 3. 00 -0 .2 0 . 0 17 . 00 0 . 155 3 . 42 0 .5 12 . 0 Vel = 9. 18 0 . 874 2T 67 . 00 12 . 4 12 .4 EqK = 4 . 83 303 0=150 10 12 . 00 0 . 0 0 . 0 10 . 12 0. 059 5S 79. 00 4 . 7 12 .4 Vel = 5. 46 4 . 51 0 . 874 1E 8 . 65 17 . 1 17 . 1 3A5 C=150 2S 6. 00 0 . 0 0 . 0 See PATH 4 14 . 63 0 . 117 14 . 65 1 .7 17 . 1 Vel = 7 . 90 0 . 87 0 . 874 3T 45 . 16 18 . 8 18 . 8 3A6 C=150 6S 15. 00 0 . 0 0 . 0 See PATH 6 15.50 0 . 131 60 . 16 7 . 9 18 . 8 Vel = 8 .37 17 . 89 1 . 101 1S 10 . 16 26. 7 26.7 3A7 C=150 1 . 00 4 .4 0 . 0 See PATH 8 AND 7 33 .39 0 . 176 11 . 16 2 . 0 26 .7 Vel = 11 . 36 11 . 46 1 . 101 1E 12 . 41 33. 0 33 . 0 2A7 C=150 1T 10 . 00 4 . 5 0 . 0 See PATH 11 AND 12 44 . 86 0 . 303 22 . 41 6 . 8 33 . 0 Vel = 15 .26 13.22 1 . 101 2E 16. 59 44 .3 44 . 3 1A4 C=150 2T 21 . 00 -0 .3 0 . 0 See PATH 16 58. 07 0 .489 1S 37 . 59 18 . 4 44 .3 Vel = 19. 76 16. 41 1 .598 1S 7 .41 62 . 3 62 .3 lA5 C=150 1 . 00 0 . 0 0 . 0 See PATH 2 AND 17 74 . 49 0 . 126 8 . 41 1 . 1 62 .3 Vel = 12 . 03 W 74 . 49 63 .4 K = 9.36 PATH 2 FROM HYDRAULIC REFERENCE 303 TO 1A5 17 . 00 0 . 874 1T 0 . 42 12 . 0 12 . 0 K = 4 . 90 303S 0=150 3. 00 -0 .2 0 . 0 17 . 00 0 . 155 3 . 42 0 .5 12 . 0 Vel = 9. 18 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building E Drawing Date:8/13/2018 8/13/18 15: 3 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 2 FROM HYDRAULIC REFERENCE 303 TO 1A5 CONTINUED 0 . 874 1S 8 .28 12 . 4 12 . 4 EqK = 4 . 83 303 0=150 1 . 00 0 . 0 0 . 0 6. 88 0 . 029 9.28 0 .3 12 . 4 Vel = 3. 72 17 . 18 0 . 874 1T 16. 70 12 . 7 12 . 7 EqK = 4 . 83 301 0=150 2S 5. 00 0 . 0 0 . 0 24 . 06 0 .295 21 .70 6.4 12 .7 Vel = 12 . 99 14 . 92 0 . 874 iT 3 .24 19. 1 19 . 1 3A1 C=150 3. 00 0 . 0 0 . 0 See PATH 3 38. 98 0.720 6.24 4 . 5 19. 1 Vel = 21 . 05 2 . 11 1 . 101 10. 16 23. 6 23 . 6 3A2 C=150 0 . 00 4 . 4 0 . 0 See PATH 8 AND 5 41 . 09 0 .258 10 . 16 2 . 6 23 . 6 Vel = 13 . 98 -11.46 1 . 101 2E 21 .79 30. 6 30 . 6 2A2 C=150 2S 12 . 00 4 .5 0 . 0 See PATH 11 AND 12 29. 63 0 . 141 33 . 79 4 . 8 30 . 6 Vel = 10 . 08 -13 .22 0 . 874 5E 13 . 10 39. 8 39. 8 1A2 C=150 1T 27 . 00 -0 .3 0 . 0 See PATH 16 16. 41 0 . 145 2S 40 . 10 5 . 8 39. 8 Vel = 8 . 86 0 . 874 1S 8 . 05 45 .3 45 .3 101 0=150 1 . 00 0 . 0 0 . 0 16.41 0 . 145 9. 05 1 . 3 45.3 Vel = 8 . 86 0 . 874 1T 1 . 03 46. 6 46. 6 102 0=150 3. 00 0 . 0 0 .0 16.41 0 . 145 4 . 03 0. 6 46 . 6 Vel = 8 . 86 0. 874 3E 49. 35 47 .2 47 .2 1A1 0=150 1T 18 . 00 0.3 0 . 0 16. 41 0 . 145 3S 67 . 35 9. 8 47 .2 Vel = 8. 86 -7 .40 0 . 874 2E 92 . 62 57 .3 57 .3 1A3 C=150 11S 19. 00 -0 .3 0 . 0 See PATH 17 9. 01 0 . 048 111 . 62 5 . 4 57 . 3 Vel = 4 . 87 1A5 9. 01 62 .3 K = 1 . 14 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) e River Terrace East Building E Drawing Date:8/13/2018 8/13/18 15: 3 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 17 . 18 0. 874 1T 0 .42 12 . 3 12 .3 K = 4 . 90 301S 0=150 3. 00 -0 .2 0. 0 17 . 18 0 . 158 3 . 42 0 . 5 12 .3 Vel = 9.28 301 17 . 18 12 . 7 K = 4 . 83 PATH 3 FROM HYDRAULIC REFERENCE 304 TO 3A1 19. 43 0 . 874 1T 0 . 42 15. 7 15 . 7 K = 4 . 90 304S 0=150 3 . 00 -0 .2 0 . 0 19. 43 0 . 199 3.42 0 . 7 15.7 Vel = 10 .49 0 . 874 1T 18 .29 16.2 16.2 EqK = 4 . 82 304 0=150 10 5 . 00 0 . 0 0 . 0 14 . 92 0. 122 1S 23.29 2 . 8 16.2 Vel = 8 . 06 3A1 14 . 92 19. 1 K = 3. 42 PATH 4 FROM HYDRAULIC REFERENCE 304 TO 3A5 19. 43 0. 874 iT 0 .42 15. 7 15. 7 K = 4 . 90 304S 0=150 3 . 00 -0 .2 0 . 0 19. 43 0 . 199 3 . 42 0 . 7 15 .7 Vel = 10.49 0. 874 2C 58 .52 16.2 16.2 EqK = 4 . 82 304 0=150 4S 6. 00 0 . 0 0 . 0 4 .51 0 . 013 64 . 52 0 . 9 16.2 Vel = 2 . 43 3A5 4 .51 17 . 1 K = 1 . 09 PATH 5 FROM HYDRAULIC REFERENCE 302 TO 3A2 20. 88 0 . 874 1T 0 . 42 18 .2 18 .2 K = 4 . 90 302S 0=150 3. 00 -0 .2 0. 0 20 . 88 0 .227 3 . 42 0. 8 18 .2 Vel = 11 .27 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building E Drawing Date:8/13/2018 8/13/18 15: 3 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 5 FROM HYDRAULIC REFERENCE 302 TO 3A2 CONTINUED 0 . 874 2E 11 . 44 18 . 7 18 .7 EqK = 4 . 82 302 0=150 8 . 00 0 . 0 0 . 0 20 . 00 0 .209 19.44 4 . 1 18 . 7 Vel = 10 . 80 -5 . 98 0 . 874 2T 0 .76 22 .8 22 . 8 3A3 C=150 6. 00 0 . 0 0 . 0 See PATH 7 14 . 02 0 . 109 6.76 0 .7 22 . 8 Vel = 7 .57 3A2 14 . 02 23 . 6 K = 2 . 89 PATH 6 FROM HYDRAULIC REFERENCE 302 TO 3A6 20 . 88 0 . 874 iT 0 . 42 18 .2 18 .2 K = 4 . 90 302S 0=150 3. 00 -0 .2 0 . 0 20 . 88 0 .227 3 . 42 0 . 8 18 .2 Vel = 11 .27 0 . 874 1T 70 .78 18 .7 18 .7 EqK = 4 . 82 302 0=150 9S 12 . 00 0 .0 0 . 0 0 . 87 0 . 001 82 . 78 0 . 1 18 .7 Vel = 0 .47 3A6 0 . 87 18 . 8 K = 0 .20 PATH 7 FROM HYDRAULIC REFERENCE 3A3 TO 3A7 5. 98 0 . 874 7E 78 . 82 22 . 8 22 . 8 3A3 C=150 3T 46. 00 0 . 0 0. 0 See PATH 5 5. 98 0 . 022 9S 124 . 82 2 . 8 22 . 8 Vel = 3 .23 -2 .59 0 . 874 iT 75 . 12 25. 6 25. 6 3A4 C=150 11S 14 . 00 0 . 0 0 . 0 See PATH 10 3 .38 0 . 008 89. 12 0 .7 25. 6 Vel = 1 . 83 2 . 59 0 . 874 iT 11 . 50 26.3 26. 3 3A8 C=150 1S 4 . 00 0 .0 0 . 0 See PATH 10 5 . 98 0 . 022 15. 50 0 .3 26. 3 Vel = 3.23 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building E Drawing Date:8/13/2018 8/13/18 15: 3 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 3A7 5 . 98 26. 7 K = 1 . 16 PATH 8 FROM HYDRAULIC REFERENCE 3A2 TO 3A7 11 . 91 1 . 101 1E 11 . 69 23 . 6 23. 6 3A2 C=150 1T 10 . 00 -4 .4 0 . 0 See PATH 2 AND 5 11 . 91 0 . 026 21 . 69 0 . 6 23. 6 Vel = 4 . 05 1 . 101 0 . 73 19 . 7 19. 7 4A1 C=150 0 . 00 0 . 0 0. 0 11 . 91 0 . 026 0 . 73 0 . 0 19. 7 Vel = 4 . 05 -3. 94 1 . 101 1T 9. 53 19. 7 19. 7 4A2 C=150 1S 6. 00 0. 0 0 . 0 See PATH 9 7 . 97 0. 012 15 . 53 0 .2 19. 7 Vel = 2 . 71 1 . 101 3S 14 .47 19. 9 19. 9 402 C=150 3 . 00 0 . 0 0. 0 7 . 97 0 . 012 17 . 47 0 .2 19. 9 Vel = 2 . 71 1 . 101 3T 99. 65 20 . 1 20. 1 404A C=150 19S 34 . 00 0 . 0 0 . 0 7 . 97 0 . 012 133 . 65 1 .7 20. 1 Vel = 2 . 71 3. 94 1 . 101 lE 11 . 63 21 . 8 21 . 8 4A3 C=150 1S 6. 00 4 .4 0 . 0 See PATH 9 11 . 91 0 . 026 17 . 63 0 .5 21 . 8 Vel = 4 . 05 3A7 11 . 91 26. 7 K = 2 .31 PATH 9 FROM HYDRAULIC REFERENCE 4A2 TO 4A3 3. 94 0 . 874 2E 151 . 93 19. 7 19. 7 4A2 C=150 4T 47 . 00 0. 0 0 . 0 See PATH 8 3 . 94 0 . 010 25S 198 . 93 2 . 1 19. 7 Vel = 2 . 13 4A3 3 . 94 21 . 8 K = 0 . 84 PATH 10 FROM HYDRAULIC REFERENCE 3A4 TO 3A8 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building E Drawing Date:8/13/2018 8/13/18 15: 3 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 10 FROM HYDRAULIC REFERENCE 3A4 TO 3A8 CONTINUED 2 .59 0 . 874 3E 109. 69 25 . 6 25 . 6 3A4 C=150 4T 36.00 0 . 0 0 . 0 See PATH 7 2 .59 0 . 005 12S 145 . 69 0 .7 25 . 6 Vel = 1 .40 3A8 2 .59 26.3 K = 0 . 51 PATH 11 FROM HYDRAULIC REFERENCE 2A2 TO 2A7 6. 93 0 . 874 2T 0 .76 30 . 6 30 . 6 2A2 C=150 6. 00 0 . 0 0 . 0 See PATH 2 AND 12 6. 93 0 . 030 6.76 0 .2 30 . 6 Vel = 3. 74 -2 . 46 0 . 874 7E 78 . 82 30 . 8 30 .8 2A3 C=150 3T 46. 00 0. 0 0 . 0 See PATH 14 4 .48 0 . 013 9S 124 . 82 1 . 6 30 . 8 Vel = 2 . 42 -1 . 94 0 . 874 1T 75 . 12 32 . 4 32 . 4 2A4 C=150 11S 14 . 00 0. 0 0 . 0 See PATH 15 2 .53 0 . 005 89. 12 0 . 4 32 . 4 Vel = 1 .37 1 . 94 0 . 874 1T 11 . 50 32 . 8 32 . 8 2A8 C=150 1S 4 . 00 0 . 0 0 . 0 See PATH 15 4 .48 0 . 013 15 . 50 0 .2 32 . 8 Vel = 2 . 42 2A7 4 . 48 33. 0 K = 0 .78 PATH 12 FROM HYDRAULIC REFERENCE 2A2 TO 2A7 4 . 53 0 . 874 iT 3 .24 30 . 6 30 . 6 2A2 C=150 3 . 00 0 . 0 0 . 0 See PATH 2 AND 11 4 . 53 0 . 013 6.24 0 . 1 30 . 6 Vel = 2 .45 -2 . 14 0 . 874 1T 18 .29 30 . 7 30 .7 2A1 C=150 10 6. 00 0 . 0 0 . 0 See PATH 13 2 . 39 0 . 004 2S 24 .29 0 . 1 30 .7 Vel = 1 .29 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building E Drawing Date:8/13/2018 8/13/18 15: 3 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 12 FROM HYDRAULIC REFERENCE 2A2 TO 2A7 CONTINUED 0 . 874 2C 58 . 52 30 . 8 30 . 8 204 0=150 5S 7 . 00 0 . 0 0 . 0 2 .39 0 . 004 65. 52 0.3 30 . 8 Vel = 1 .29 2 . 14 0 . 874 1E 8 . 65 31 . 0 31 . 0 2A5 C=150 2S 6. 00 0. 0 0. 0 See PATH 13 4 .53 0 . 013 14 . 65 0 .2 31 . 0 Vel = 2 . 45 2 . 46 0 . 874 3T 45. 16 31 .2 31 .2 2A6 C=150 6S 15. 00 0. 0 0 . 0 See PATH 14 6. 99 0 . 030 60 . 16 1 . 8 31 .2 Vel = 3 . 77 2A7 6. 99 33. 0 K = 1 .22 PATH 13 FROM HYDRAULIC REFERENCE 2A1 TO 2A5 2 . 14 0 . 874 1T 16.70 30 .7 30. 7 2A1 C=150 3S 6. 00 0 . 0 0 . 0 See PATH 12 2 . 14 0 . 003 22 . 70 0 . 1 30 . 7 Vel = 1 . 15 0 . 874 1S 8 .28 30 .7 30.7 201 0=150 1 . 00 0 . 0 0 . 0 2 . 14 0. 003 9.28 0 . 0 30 . 7 Vel = 1 . 15 0 . 874 2T 67 . 00 30 . 8 30 . 8 203 0=150 10 12 . 00 0 . 0 0 . 0 2 . 14 0 . 003 5S 79. 00 0.3 30 . 8 Vel = 1 . 15 2A5 2 . 14 31 . 0 K = 0 . 38 PATH 14 FROM HYDRAULIC REFERENCE 2A3 TO 2A6 2 .46 0 . 874 2E 11 .44 30 . 8 30 . 8 2A3 C=150 2S 10 . 00 0 . 0 0 . 0 See PATH 11 2 . 46 0 . 004 21 . 44 0 . 1 30. 8 Vel = 1 .33 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building E Drawing Date:8/13/2018 8/13/18 15: 3 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 14 FROM HYDRAULIC REFERENCE 2A3 TO 2A6 CONTINUED 0 . 874 1T 70 .78 30. 9 30 . 9 202 C=150 9S 12 . 00 0. 0 0 . 0 2 . 46 0 . 004 82 . 78 0 . 4 30. 9 Vel = 1 .33 2A6 2 .46 31 .2 K = 0 . 44 PATH 15 FROM HYDRAULIC REFERENCE 2A4 TO 2A8 1 . 94 0 . 874 3E 109. 69 32 .4 32 .4 2A4 C=150 4T 36. 00 0 . 0 0 . 0 See PATH 11 1 . 94 0 . 003 12S 145. 69 0 . 4 32 .4 Vel = 1 . 05 2A8 1 . 94 32 . 8 K = 0 . 34 PATH 16 FROM HYDRAULIC REFERENCE 1A2 TO 1A4 13.22 1 . 101 1T 118 . 00 39. 8 39. 8 1A2 C=150 19S 24 . 00 0 .0 0 . 0 See PATH 2 13 .22 0 . 032 142 . 00 4 .5 39. 8 Vel = 4 .50 1A4 13.22 44 .3 K = 1 . 99 PATH 17 FROM HYDRAULIC REFERENCE 1A3 TO 1A5 7 .40 0 . 874 6E 120 . 62 57 .3 57 .3 1A3 C=150 2T 40. 00 -0 .3 0 . 0 See PATH 2 7 .40 0 . 033 10S 160 . 62 5.4 57 . 3 Vel = 4 . 00 lA5 7 . 40 62 . 3 K = 0 . 94 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building E Static Pres: 104.0 psi Pressure: 62.6 psi In: 0 gpm 13271 SW 169th Ave Resid. Pres: 100.0 psi Sys Flow: 74 gpm Out: 0 gpm Tigard, Oregon Flow: 1405 gpm Sys+Hose: 74 gpm Remote Area: 3 Date: 4/4/2018 Safety Pres: 40.1 psi Loc: 17051 SW Appledale Rd Hd Ely Pres: 2.6 psi 140 120 • Supply 100 80 • 60 40 20 • 2.6 psi 100 150 200 250 300 350 400 450 5(