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Report (93) 1 ? . \ siC \U.- "M �U . River Terrace East Building E Drawing Date:8/13/2018 8/13/18 15: 4 • HYDRAULIC DESIGN INFORMATION SHEET Job Name: River Terrace East Building E OFFICE COP` ' Location: 13271 SW 169th Ave Tigard, Oregon Drawing Date: 8/13/2018 Remote Area Number: 4 Contractor: Jet Fire Protection Telephone:503-588-5262 1935 Silverton RD NE RESalem, OR 97301 �,� � Designer: Terry Paige, NICET III Calculated By:SprinkCAD SEP 1 8 ?018 www. sprinkcad.com 451 N. Cannon Ave. CITY OE IIGARD G Lansdale, PA 19446 SUILDING 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 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 1 Temperature Rating: 155 CALCULATION SUMMARY 4 Flowing Outlets gpm Required: 87.3 psi Required: 92. 9 @ 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 : 0��� O PRO/ �� ��GINE�c /0v Q / /5A - 9P:, r41111;4!:4)'75, :72 '�!:�: Gi VIII ``i'_ �/Y 15 200` ��� 9FY CYN N S�PJ EXPIRES: 06-30-2020 River Terrace East Building E Drawing Date:8/13/2018 8/13/18 15: 4 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 4 87 91. 9 psi 1 1-1/2" CPVC 90 Ell 7 ' 120 1 . 610 87 2 . 4 Total Loss for TO SYSTEM 2.4 psi 1 Pipe 11," PVx15 6' 150 1 .598 87 1 . 0 1 Pipe 11�" 40x21 1 ' 120 1 . 610 87 0 .2 1 11- " Thrd Butterfly Valve Victaul 1 ' 120 1 . 610 87 0.2 1 Pipe 1; " 40x21 1 ' 120 1 . 610 87 0 . 1 1 l " Thrd Check Valve Generic NFPA 9' 120 1 . 610 87 2 .2 1 Pipe 11�" 40x21 1 ' 120 1 . 610 87 0 .2 Elevation Change 10 ' 0" 4 .3 Total Loss for THRU RISER 8.4 psi Hydr Ref BOR Required at AT BASE OF RISER 87 102 .8 psi 1 Pipe 4" G4x21 18 ' 120 4 . 026 87 0. 1 1 Pipe 4" PVx20 2 ' 150 4 .230 87 0 . 0 1 Pipe 6" PVx20 106' 150 6. 090 87 0 . 0 1 Pipe 8" DIx18 Cl 350 725 ' 140 8 . 488 87 0 . 0 Elevation Change -23 ' 3" -10 . 1 Total Loss for THRU UNDG -9. 9 psi Hydr Ref POC Required at CITY CONN 87 92 . 9 psi Water Source102 . 7 psi static, 98 . 7 psi residual @ 1405 gpm 87 gpm 102 .7 psi SAFETY PRESSURE 9.8 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 92 .9 psi This is a safety margin of 9.8 psi or 10 % of Supply Maximum Water Velocity is 23.2 fps River Terrace East Building E Drawing Date:8/13/2018 8/13/18 15: 4 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 Building E Drawing Date:8/13/2018 8/13/18 15: 4 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 70 . 4 1A2 9.23 60 . 5 1A3 9.23 83 . 7 1A4 9.23 66. 1 1A5 10 . 00 90 . 5 2A2 19. 51 49. 9 2A4 19. 51 51 . 7 2A5 19. 51 50 . 4 2A6 19. 51 50 . 6 2A3 19. 51 50 . 1 2A7 19. 51 52 . 3 2A8 19. 51 52 . 1 2A1 19. 51 50 . 0 3A2 29. 67 42 . 1 3A6 29. 67 42 . 8 3A3 29. 67 42 .3 3A4 29. 67 44 .2 3A1 29 . 67 42 .2 3A7 29. 67 44 . 9 3A8 29. 67 44 . 6 3A5 29. 67 42 . 6 4A1 39. 82 29 .7 4A3 39. 82 37 . 9 4A2 39. 82 29 . 4 101 10 . 00 67 . 9 102 10 . 00 69. 7 201 19.51 50 . 1 202 19.51 50.2 203 19.51 50 . 1 204 19 .51 50 . 1 301 29 . 67 42 .3 302 29 . 67 42 . 4 303 29 . 67 42 .3 304 29. 67 42 . 3 401 39 . 82 18 . 5 401S 39. 41 4 . 90 17 . 9 20 .7 17 . 0 0 . 06 402 39. 82 27 . 5 4025 39. 41 4 . 90 26. 6 25.3 17 . 0 0 .07 403 45 .33 12 . 6 4035 44 . 96 4 . 90 12 . 0 17 . 0 17 . 0 0 . 05 403A 39. 82 17 . 1 404 39. 82 25.4 4045 39. 41 4 . 90 24 . 6 24 .3 17 . 0 0 . 07 404A 39. 82 27 .5 410 39. 82 26. 7 W 10 . 00 91 . 9 Max velocity of 23.20 occurs in the pipe from lA4 TO 1A5 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 Building E Drawing Date:8/13/2018 8/13/18 15: 4 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 403 TO W (PRIMARY PATH) 17 . 00 0 . 874 1E 0 .37 12 . 0 12 . 0 K = 4 . 90 403S C=150 4 . 00 -0 .2 0 . 0 17 . 00 0 . 155 4 . 37 0 . 7 12 . 0 Vel = 9. 18 0 . 874 1E 10 . 18 12 . 6 12 . 6 EqK = 4 . 80 403 C=150 4 . 00 2 . 4 0 . 0 17 . 00 0 . 155 14 . 18 2 .2 12 . 6 Vel = 9. 18 0 . 874 1E 3. 85 17 . 1 17 . 1 403A C=150 1S 5. 00 0 . 0 0 . 0 17 . 00 0 . 155 8 . 85 1 .4 17 . 1 Vel = 9. 18 20 . 75 0 . 874 1E 7 . 00 18 . 5 18 .5 EqK = 4 . 82 401 C=150 1S 5 . 00 0 . 0 0 . 0 37 .75 0 . 678 12 . 00 8 . 1 18 . 5 Vel = 20 . 38 1 . 101 1T 8 . 02 26. 7 26. 7 410 0=150 1S 6. 00 0 . 0 0 . 0 37 .75 0.220 14 . 02 3 . 1 26. 7 Vel = 12 . 85 19.56 1 .101 1E 11 . 69 29. 7 29 . 7 4A1 C=150 5 . 00 4 . 4 0 . 0 See PATH 3 57 .30 0 .477 16. 69 8 . 0 29.7 Vel = 19.50 -12 . 17 1 . 101 1S 10 . 16 42 . 1 42 . 1 3A2 C=150 1 . 00 4 .4 0 . 0 See PATH 6 AND 7 45. 13 0.307 11 . 16 3 . 4 42 . 1 Vel = 15. 36 -11 . 16 1 . 101 2E 21 . 79 49. 9 49. 9 2A2 C=150 2S 12 . 00 4 . 5 0 . 0 See PATH 11 AND 12 33 . 97 0 . 181 33 . 79 6. 1 49. 9 Vel = 11 . 56 -14 . 85 0 . 874 5E 13 . 10 60 .5 60 .5 1A2 C=150 1T 27 . 00 -0 . 3 0 . 0 See PATH 16 19. 12 0 . 193 2S 40 . 10 7 . 7 60 . 5 Vel = 10 . 32 0 . 874 1S 8 . 05 67 . 9 67 . 9 101 0=150 1 . 00 0 . 0 0 . 0 19. 12 0 . 193 9. 05 1 . 7 67 . 9 Vel = 10 . 32 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building E Drawing Date:8/13/2018 8/13/18 15: 4 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 403 TO W (PRIMARY PATH) 0 . 874 1T 1. 03 69.7 69.7 102 0=150 3 . 00 0 . 0 0. 0 19. 12 0 . 193 4 . 03 0 . 8 69. 7 Vel = 10 .32 0 . 874 3E 49. 35 70 . 4 70 . 4 1A1 0=150 1T 18 . 00 0 . 3 0 . 0 19. 12 0 . 193 3S 67 . 35 13. 0 70 . 4 Vel = 10 .32 -8 . 62 0 . 874 2E 92 . 62 83. 7 83. 7 1A3 C=150 11S 19. 00 -0 . 3 0 . 0 See PATH 17 10 . 49 0. 064 111 . 62 7 . 1 83. 7 Vel = 5 . 67 76. 81 1 .598 1S 7 . 41 90.5 90 .5 1A5 C=150 1 . 00 0. 0 0 . 0 See PATH 2 AND 17 87 . 31 0. 169 8 . 41 1 .4 90.5 Vel = 14 . 10 W 87 . 31 91 . 9 K = 9. 11 20.75 0 . 874 1T 0. 42 17 . 9 17 . 9 K = 4 . 90 401S C=150 3 . 00 -0 .2 0 . 0 20 .75 0 .224 3. 42 0 . 8 17 . 9 Vel = 11 .20 401 20 . 75 18 .5 K = 4 . 82 PATH 2 FROM HYDRAULIC REFERENCE 404 TO 1A5 24 .28 0 . 874 1T 0 . 42 24 . 6 24 . 6 K = 4 . 90 404S 0=150 3. 00 -0.2 0 . 0 24 .28 0. 300 3. 42 1 . 0 24 . 6 Vel = 13. 11 0 . 874 1T 3. 96 25 . 4 25 . 4 EqK = 4 . 82 404 0=150 3. 00 0 . 0 0 . 0 24 .28 0 .300 6. 96 2 . 1 25 . 4 Vel = 13 . 11 -2 .77 1 . 101 3T 99. 65 27 . 5 27 . 5 404A C=150 19S 34 . 00 0 . 0 0 . 0 See PATH 4 21 .52 0 . 078 133. 65 10.4 27 .5 Vel = 7 . 32 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building E Drawing Date:8/13/2018 8/13/18 15: 4 • Tyco Fire Products Page 7 HYD. Q a 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 404 TO 1A5 CONTINUED 8 .49 1 . 101 1E 11 . 63 37 . 9 37 . 9 4A3 C=150 1S 6. 00 4 .4 0 . 0 See PATH 5 30 . 00 0 . 144 17 . 63 2 .5 37 . 9 Vel = 10 .21 12 . 17 1 . 101 1S 10 . 16 44 . 9 44 . 9 3A7 C=150 1 . 00 4 . 4 0 . 0 See PATH 6 AND 7 42 . 17 0 .271 11 . 16 3 . 0 44 . 9 Vel = 14 .35 11 . 16 1 . 101 1E 12 .41 52 .3 52 .3 2A7 C=150 1T 10 . 00 4 .5 0 . 0 See PATH 11 AND 12 53. 34 0 .418 22 . 41 9.4 52 .3 Vel = 18 . 15 14 . 85 1 . 101 2E 16. 59 66. 1 66. 1 1A4 C=150 2T 21 . 00 -0 .3 0 . 0 See PATH 16 68 . 19 0 . 658 1S 37 .59 24 . 7 66. 1 Vel = 23.20 lA5 68 . 19 90 . 5 K = 7 . 17 PATH 3 FROM HYDRAULIC REFERENCE 402 TO 4A1 25.27 0 . 874 1T 0 . 42 26. 6 26. 6 K = 4 . 90 402S 0=150 3. 00 -0 .2 0 . 0 25 .27 0 . 323 3 . 42 1 . 1 26. 6 Vel = 13. 65 1 . 101 1T 9.53 27 .5 27 .5 EqK = 4 . 82 402 0=150 5. 00 0 . 0 0 . 0 28 . 04 0 . 127 14 .53 1 . 8 27 . 5 Vel = 9 .54 -8 . 49 1 . 101 1T 0 . 73 29.4 29. 4 4A2 C=150 5 . 00 0 . 0 0 . 0 See PATH 5 19.56 0 . 065 5 . 73 0 . 4 29. 4 Vel = 6. 65 4A1 19. 56 29. 7 K = 3 .59 PATH 4 FROM HYDRAULIC REFERENCE 404A TO 402 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building E Drawing Date:8/13/2018 8/13/18 15: 4 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 4 FROM HYDRAULIC REFERENCE 404A TO 402 CONTINUED 2 . 77 1 . 101 3S 14 . 47 27 . 5 27 .5 404A C=150 3. 00 0 . 0 0 . 0 See PATH 2 2 . 77 0 . 002 17 . 47 0 . 0 27 .5 Vel = 0 . 94 402 2 . 77 27 .5 K = 0 . 53 25.27 0 . 874 1T 0 . 42 26. 6 26. 6 K = 4 . 90 402S 0=150 3 . 00 -0 .2 0 . 0 25.27 0 .323 3 . 42 1 . 1 26. 6 Vel = 13 . 65 402 25 .27 27 .5 K = 4 . 82 PATH 5 FROM HYDRAULIC REFERENCE 4A2 TO 4A3 8 . 49 0 . 874 2E 151 . 93 29 .4 29. 4 4A2 C=150 4T 47 . 00 0. 0 0 . 0 See PATH 3 8 . 49 0 . 043 25S 198 . 93 8 .5 29. 4 Vel = 4 .58 4A3 8 . 49 37 . 9 K = 1 .38 PATH 6 FROM HYDRAULIC REFERENCE 3A2 TO 3A7 7 . 36 0 . 874 2T 0.76 42 . 1 42 . 1 3A2 C=150 6. 00 0 . 0 0 . 0 See PATH 1 AND 7 7 . 36 0 . 033 6.76 0 .2 42 . 1 Vel = 3 . 97 -2 . 61 0 . 874 7E 78. 82 42 . 3 42 . 3 3A3 C=150 3T 46. 00 0 . 0 0 . 0 See PATH 9 4 . 75 0 . 015 9S 124 . 82 1 . 8 42 .3 Vel = 2 .57 -2 . 06 0 . 874 iT 75 . 12 44 .2 44 .2 3A4 C=150 11S 14 . 00 0 . 0 0 . 0 See PATH 10 2 . 69 0 . 005 89. 12 0 . 5 44 .2 Vel = 1 . 45 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building E Drawing Date:8/13/2018 8/13/18 15: 4 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 6 FROM HYDRAULIC REFERENCE 3A2 TO 3A7 CONTINUED 2 . 06 0. 874 1T 11 . 50 44 . 6 44 . 6 3A8 C=150 1S 4 . 00 0 . 0 0. 0 See PATH 10 4 .75 0 . 015 15. 50 0 .2 44 . 6 Vel = 2 .57 3A7 4 . 75 44 . 9 K = 0 . 71 PATH 7 FROM HYDRAULIC REFERENCE 3A2 TO 3A7 4 . 81 0 . 874 1T 3.24 42 . 1 42 . 1 3A2 C=150 3 . 00 0 . 0 0 . 0 See PATH 1 AND 6 4 . 81 0 . 015 6.24 0 . 1 42 . 1 Vel = 2 . 60 -2 .26 0. 874 1T 18 .29 42 .2 42 .2 3A1 C=150 10 6. 00 0 . 0 0. 0 See PATH 8 2 .55 0 . 005 2S 24 .29 0 . 1 42 .2 Vel = 1 .38 0 . 874 2C 58 . 52 42 . 3 42 .3 304 0=150 4S 6. 00 0 . 0 0 . 0 2 . 55 0 . 005 64 . 52 0 .3 42 . 3 Vel = 1 .38 2 .26 0. 874 1E 8. 65 42 . 6 42 . 6 3A5 C=150 2S 6. 00 0 . 0 0 . 0 See PATH 8 4 . 81 0 . 015 14 . 65 0 .2 42 . 6 Vel = 2 . 60 2 . 61 0 . 874 3T 45. 16 42 . 8 42 . 8 3A6 C=150 6S 15 . 00 0 . 0 0 . 0 See PATH 9 7 . 42 0 . 033 60 . 16 2 . 0 42 .8 Vel = 4 . 01 3A7 7 . 42 44 . 9 K = 1 . 11 PATH 8 FROM HYDRAULIC REFERENCE 3A1 TO 3A5 2 .26 0. 874 1T 16. 70 42 .2 42 .2 3A1 C=150 3S 6. 00 0 . 0 0 . 0 See PATH 7 2 .26 0 . 004 22 . 70 0 . 1 42 .2 Vel = 1 .22 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building E Drawing Date:8/13/2018 8/13/18 15: 4 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 8 FROM HYDRAULIC REFERENCE 3A1 TO 3A5 CONTINUED 0 . 874 1S 8 .28 42 .3 42 .3 301 0=150 1 . 00 0 . 0 0 . 0 2 .26 0 . 004 9.28 0 . 0 42 .3 Vel = 1 .22 0 . 874 2T 67 . 00 42 . 3 42 .3 303 0=150 1C 12 . 00 0 . 0 0. 0 2 .26 0 . 004 5S 79. 00 0 . 3 42 .3 Vel = 1 .22 3A5 2 .26 42 . 6 K = 0 .35 PATH 9 FROM HYDRAULIC REFERENCE 3A3 TO 3A6 2 . 61 0. 874 2E 11 .44 42 . 3 42 . 3 3A3 C=150 2S 10. 00 0 . 0 0 . 0 See PATH 6 2 . 61 0. 005 21 .44 0 . 1 42 . 3 Vel = 1 . 41 0 . 874 1T 70 . 78 42 . 4 42 . 4 302 0=150 9S 12 . 00 0 . 0 0 . 0 2 . 61 0 . 005 82 . 78 0 . 4 42 . 4 Vel = 1 . 41 3A6 2 . 61 42 . 8 K = 0 . 40 PATH 10 FROM HYDRAULIC REFERENCE 3A4 TO 3A8 2 . 06 0 . 874 3E 109. 69 44 .2 44 .2 3A4 C=150 4T 36. 00 0. 0 0. 0 See PATH 6 2 . 06 0 . 003 12S 145 . 69 0 . 5 44 .2 Vel = 1 . 11 3A8 2 . 06 44 . 6 K = 0.31 PATH 11 FROM HYDRAULIC REFERENCE 2A2 TO 2A7 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building E Drawing Date:8/13/2018 8/13/18 15: 4 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 11 FROM HYDRAULIC REFERENCE 2A2 TO 2A7 CONTINUED 6. 75 0 . 874 2T 0 . 76 49. 9 49 . 9 2A2 C=150 6. 00 0 . 0 0 . 0 See PATH 1 AND 12 6. 75 0 . 028 6. 76 0 .2 49 . 9 Vel = 3 . 65 -2 . 39 0 . 874 7E 78 . 82 50 . 1 50 . 1 2A3 C=150 3T 46. 00 0 . 0 0 . 0 See PATH 14 4 .36 0 . 013 9S 124 . 82 1 . 6 50 . 1 Vel = 2 . 35 -1 . 89 0 . 874 1T 75. 12 51 . 7 51 .7 2A4 C=150 11S 14 . 00 0 . 0 0 . 0 See PATH 15 2 .47 0 . 004 89. 12 0 . 4 51 . 7 Vel = 1 .33 1 . 89 0 . 874 1T 11 . 50 52 . 1 52 . 1 2A8 C=150 1S 4 . 00 0 . 0 0 . 0 See PATH 15 4 . 36 0 . 013 15 .50 0 .2 52 . 1 Vel = 2 . 35 2A7 4 .36 52 . 3 K = 0 . 60 PATH 12 FROM HYDRAULIC REFERENCE 2A2 TO 2A7 4 .41 0 . 874 1T 3.24 49. 9 49. 9 2A2 C=150 3 . 00 0 . 0 0 . 0 See PATH 1 AND 11 4 . 41 0 . 013 6.24 0 . 1 49. 9 Vel = 2 .38 -2 . 08 0 . 874 1T 18 .29 50 . 0 50 . 0 2A1 C=150 1C 6. 00 0 . 0 0 . 0 See PATH 13 2 .33 0 . 004 2S 24 .29 0 . 1 50 . 0 Vel = 1 .26 0 . 874 2C 58 .52 50 . 1 50 . 1 204 C=150 5S 7 . 00 0 . 0 0 . 0 2 .33 0 . 004 65.52 0 . 3 50 . 1 Vel = 1 .26 2 . 08 0 . 874 1E 8 . 65 50 . 4 50 .4 2A5 C=150 2S 6. 00 0 . 0 0 . 0 See PATH 13 4 . 41 0 . 013 14 . 65 0 .2 50 . 4 Vel = 2 .38 2 .39 0 . 874 3T 45. 16 50 . 6 50 . 6 2A6 C=150 6S 15 . 00 0 . 0 0 . 0 See PATH 14 6. 80 0 . 029 60 . 16 1 .7 50 . 6 Vel = 3 . 67 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building E Drawing Date:8/13/2018 8/13/18 15: 4 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 2A7 6. 80 52 . 3 K = 0 . 94 PATH 13 FROM HYDRAULIC REFERENCE 2A1 TO 2A5 2 . 08 0 . 874 1T 16. 70 50 . 0 50 . 0 2A1 C=150 3S 6. 00 0 . 0 0. 0 See PATH 12 2 . 08 0 . 003 22 .70 0 . 1 50 . 0 Vel = 1 . 12 0. 874 1S 8 .28 50 . 1 50 . 1 201 C=150 1 . 00 0 . 0 0 . 0 2 . 08 0 . 003 9.28 0 . 0 50. 1 Vel = 1 . 12 0. 874 2T 67 . 00 50 . 1 50 . 1 203 C=150 1C 12 . 00 0. 0 0 . 0 2 . 08 0 . 003 5S 79. 00 0 .3 50 . 1 Vel = 1 . 12 2A5 2 . 08 50 .4 K = 0 .29 PATH 14 FROM HYDRAULIC REFERENCE 2A3 TO 2A6 2 .39 0 . 874 2E 11 .44 50 . 1 50 . 1 2A3 C=150 2S 10 . 00 0 . 0 0 . 0 See PATH 11 2 .39 0. 004 21 . 44 0 . 1 50 . 1 Vel = 1 .29 0 . 874 1T 70 . 78 50 .2 50 .2 202 C=150 9S 12 . 00 0 . 0 0 . 0 2 .39 0 . 004 82 .78 0 .3 50 .2 Vel = 1 .29 2A6 2 .39 50 . 6 K = 0 . 34 PATH 15 FROM HYDRAULIC REFERENCE 2A4 TO 2A8 1 . 89 0 . 874 3E 109. 69 51 .7 51 .7 2A4 C=150 4T 36. 00 0 . 0 0 . 0 See PATH 11 1 . 89 0. 003 12S 145. 69 0 . 4 51 . 7 Vel = 1 . 02 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building E Drawing Date:8/13/2018 8/13/18 15: 4 Tyco Fire Products Page 13 HYD. Qa DIA. FITTING PIPE Pt Pt I 1 REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 2A8 1 . 89 52 . 1 K = 0 .26 PATH 16 FROM HYDRAULIC REFERENCE 1A2 TO 1A4 14 . 85 1 . 101 1T 118 . 00 60 .5 60.5 1A2 C=150 19S 24 . 00 0 . 0 0 . 0 See PATH 1 14 . 85 0 . 039 142 . 00 5 . 6 60.5 Vel = 5 . 05 1A4 14 . 85 66. 1 K = 1 . 83 PATH 17 FROM HYDRAULIC REFERENCE 1A3 TO 1A5 8 . 62 0 . 874 6E 120 . 62 83 . 7 83 . 7 1A3 C=150 2T 40 . 00 -0 .3 0 . 0 See PATH 1 8 . 62 0 . 044 10S 160 . 62 7 . 1 83 . 7 Vel = 4 . 66 1A5 8 . 62 90. 5 K = 0 . 91 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building E Static Pres: 104.0 psi Pressure: 92.9 psi In: 0 gpm 13271 SW 169th Ave Resid. Pres: 100.0 psi Sys Flow: 87 gpm Out: 0 gpm Tigard, Oregon Flow: 1405 gpm Sys+Hose: 87 gpm Remote Area: 4 Date: 4/4/2018 Safety Pres: 9.8 psi Loc: 17051 SW Appledale Rd Hd Ely Pres: 9.4 psi 140 120 • Supply 100 • 80 60 40 20 •-`9.4 psi 100 150 200 250 300 350 400 450 5(