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Report (99) o t c tai River Terrace East Building F Drawing Date:8/14/2018 8/14/18 11 :59 HYDRAULIC DESIGN INFORMATION SHEET Job Name: River Terrace East Building F Location: 13239 SW 169th Ave Tigard, Oregon Drawing Date: 8/14/2018 Remote Area Number: 2 Contractor: Jet Fire Protection Telephone:503-588-5262 1935 Silverton RD NE iP Salem, OR 97301 Designer: Terry Paige, NICET III �` Calculated By:SprinkCAD SEP 1 8 �Q www.sprinkcad.com �m � 451 N. Cannon Ave. OF.TIGARD Lansdale, PA 19446 BUILDINGDIVISION 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 I K-Factor: 4 . 90 Hose Allowance Outside 0 gpm I Temperature Rating: 155 CALCULATION SUMMARY 4 Flowing Outlets gpm Required: 74.5 psi Required: 60. 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 107 Gallons Notes : eco PRO/ ���< tNEF/5' . 9P4i;7.:iit 11017, �,r►-/�,����; G. fir 40 V► 4Y 15 20'3 <<k �F'LYNN SSP' EXPIRES: 06-30-2020 River Terrace East Building F Drawing Date:8/14/2018 8/14/18 11 :59 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 75 57.2 psi 1 1-1/2" CPVC 90 Ell 7 ' 120 1 . 610 75 1 . 8 Total Loss for TO SYSTEM 1.8 psi 1 Pipe 1W" PVx15 6' 150 1 . 598 75 0 . 8 1 Pipe 114" 40x21 1 ' 120 1 . 610 75 0 .2 1 114" Thrd Butterfly Valve Victaul 1 ' 120 1 . 610 75 0 .2 1 Pipe 114" 40x21 1 ' 120 1 . 610 75 0 . 1 1 114" Thrd Check Valve Generic NFPA 9 ' 120 1 . 610 75 1 .7 1 Pipe 114" 40x21 1 ' 120 1 . 610 75 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 75 66.4 psi 1 Pipe 4" G4x21 18 ' 120 4 . 026 75 0 . 0 1 Pipe 4" PVx20 2 ' 150 4 .230 75 0 . 0 1 Pipe 6" PVx20 87 ' 150 6. 090 75 0 . 0 1 Pipe 8" DIx18 Cl 350 452 ' 140 8 . 488 75 0 . 0 Elevation Change -13 ' 6" -5. 8 Total Loss for THRU UNDG -5.8 psi Hydr Ref POC Required at CITY CONN 75 60.6 psi Water Source102 . 7 psi static, 98. 7 psi residual @ 1405 gpm 75 gpm 102.7 psi SAFETY PRESSURE 42.1 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 60.6 psi This is a safety margin of 42.1 psi or 41 % of Supply Maximum Water Velocity is 20. 9 fps River Terrace East Building F Drawing Date:8/14/2018 8/14/18 11 :59 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 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 Building F Drawing Date:8/14/2018 8/14/18 11 :59 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 40 .5 1A2 9.23 32 . 9 1A3 9.23 50 . 9 1A4 9.23 38 .2 1A5 10. 00 56 . 1 2A2 19. 51 23 . 5 2A4 19. 51 26. 1 2A5 19 .51 17 . 1 2A6 19.51 18 . 9 2A3 19. 51 22 . 8 2A7 19.51 27 . 3 2A8 19.51 26. 9 2A1 19.51 19. 0 3A2 29. 67 19. 8 3A6 29. 67 20 . 4 3A3 29. 67 20 . 0 3A4 29 . 67 21 .5 3A1 29. 67 19. 9 3A7 29. 67 22 . 1 3A8 29. 67 21 . 9 3A5 29 . 67 20 .2 4A1 39. 82 15 . 8 4A3 39. 82 17 .3 4A2 39. 82 15 . 8 101 10 . 00 38 . 6 102 10 . 00 39. 9 201 19.51 12 . 6 2015 19 . 09 4 . 90 12 .3 17 .2 17 . 0 0 . 05 202 19. 51 18 . 8 2025 19. 09 4 . 90 18 .2 20 . 9 17 . 0 0 . 06 203 19 .51 12 . 4 2035 19. 09 4 . 90 12 . 0 17 . 0 17 . 0 0 . 05 204 19.51 16.2 2045 19 . 09 4 . 90 15 . 7 19 .4 17 .0 0 . 06 301 29. 67 19. 9 302 29. 67 20 . 1 303 29 . 67 20 . 0 304 29. 67 20 . 0 402 39. 82 16. 0 404A 39 . 82 16. 1 W 10 . 00 57 .2 Max velocity of 20 . 93 occurs in the pipe from 2A1 TO 2A2 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 F Drawing Date:8/14/2018 8/14/18 11 :59 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 203 TO W (PRIMARY PATH) 17 . 00 0 . 874 1T 0. 42 12 . 0 12 . 0 K = 4 . 90 203S C=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 . 83 203 C=150 1C 12 . 00 0 . 0 0. 0 10 .20 0 . 060 5S 79. 00 4 . 8 12 . 4 Vel = 5. 51 4 . 66 0 . 874 1E 8 . 65 17 . 1 17 . 1 2A5 C=150 2S 6. 00 0 . 0 0 . 0 See PATH 4 14 . 85 0 . 121 14 . 65 1 . 8 17 . 1 Vel = 8. 02 1 . 19 0 . 874 3T 45. 16 18 . 9 18 . 9 2A6 C=150 6S 15. 00 0. 0 0 . 0 See PATH 6 16. 04 0 . 139 60 . 16 8. 4 18 . 9 Vel = 8 . 66 27 .46 1 . 101 1E 12 . 41 27 .3 27 . 3 2A7 C=150 1T 10 . 00 4 .5 0 . 0 See PATH 8 AND 7 43 . 51 0 .287 22 . 41 6. 4 27 . 3 Vel = 14 . 80 14 .36 1 . 101 2E 16.59 38.2 38 .2 1A4 C=150 2T 21 . 00 -0 . 3 0 . 0 See PATH 16 57 . 87 0 . 486 1S 37 .59 18 . 3 38 .2 Vel = 19. 69 16. 66 1 . 598 1S 7 . 41 56. 1 56. 1 1A5 C=150 1 . 00 0. 0 0 . 0 See PATH 2 AND 17 74 .53 0 . 126 8 . 41 1 . 1 56. 1 Vel = 12 . 04 W 74 .53 57 .2 K = 9. 86 PATH 2 FROM HYDRAULIC REFERENCE 203 TO 1A5 17 . 00 0 . 874 1T 0 . 42 12 . 0 12 . 0 K = 4 . 90 203S C=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 F Drawing Date:8/14/2018 8/14/18 11 :59 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 203 TO 1A5 CONTINUED 0 . 874 1S 8 .28 12 . 4 12 . 4 EqK = 4 . 83 203 C=150 1 . 00 0. 0 0 . 0 6. 80 0 . 028 9.28 0 . 3 12 . 4 Vel = 3. 67 17 . 18 0 . 874 1T 16.70 12 . 6 12 . 6 EqK = 4 . 83 201 C=150 2S 5 . 00 0 . 0 0 . 0 23 . 98 0 .293 21 . 70 6. 4 12 . 6 Vel = 12 . 95 14 . 78 0 . 874 1T 3 .24 19 . 0 19. 0 2A1 C=150 3. 00 0 . 0 0 . 0 See PATH 3 38 . 75 0 .712 6.24 4 .4 19. 0 Vel = 20. 93 -7 .73 1 . 101 2E 21.79 23 . 5 23 . 5 2A2 C=150 1S 11 . 00 4 .5 0 . 0 See PATH 8 AND 5 31 . 02 0 .153 32 . 79 5 . 0 23 . 5 Vel = 10 . 56 -14 . 36 0 . 874 5E 13. 10 32 . 9 32 . 9 1A2 C=150 1T 27 . 00 -0 . 3 0 . 0 See PATH 16 16. 66 0 . 149 2S 40 . 10 6. 0 32 . 9 Vel = 9. 00 0 . 874 1S 8 . 05 38 . 6 38 . 6 101 C=150 1 . 00 0 . 0 0 . 0 16. 66 0 . 149 9. 05 1 .4 38 . 6 Vel = 9. 00 0 . 874 1T 1. 03 39 . 9 39. 9 102 C=150 3. 00 0 . 0 0 . 0 16. 66 0 . 149 4 . 03 0. 6 39. 9 Vel = 9. 00 0 . 874 3E 49.35 40 .5 40 .5 1A1 C=150 1T 18 . 00 0 . 3 0 . 0 16. 66 0 . 149 3S 67 .35 10 . 1 40 .5 Vel = 9. 00 -7 .51 0 . 874 2E 92 . 62 50 . 9 50 . 9 1A3 C=150 11S 19. 00 -0 .3 0 . 0 See PATH 17 9 . 15 0 . 049 111 . 62 5.5 50 . 9 Vel = 4 . 94 1A5 9. 15 56. 1 K = 1 .22 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building F Drawing Date:8/14/2018 8/14/18 11 :59 • 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 201S 0=150 3. 00 -0 .2 0 . 0 17 . 18 0 . 158 3 . 42 0 . 5 12 . 3 Vel = 9.28 201 17 . 18 12 . 6 K = 4 . 83 PATH 3 FROM HYDRAULIC REFERENCE 204 TO 2A1 19. 43 0 . 874 1T 0 . 42 15 . 7 15 . 7 K = 4 . 90 204S 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 . 82 204 0=150 10 5 . 00 0 . 0 0 . 0 14 . 78 0. 120 1S 23.29 2 . 8 16.2 Vel = 7 . 98 2A1 14 . 78 19. 0 K = 3 .39 PATH 4 FROM HYDRAULIC REFERENCE 204 TO 2A5 19. 43 0 . 874 1T 0 .42 15. 7 15 . 7 K = 4 . 90 204S 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 . 82 204 0=150 5S 7 . 00 0. 0 0 . 0 4 . 66 0 . 014 65 . 52 0 . 9 16.2 Vel = 2 . 51 2A5 4 . 66 17 . 1 K = 1 . 12 PATH 5 FROM HYDRAULIC REFERENCE 202 TO 2A2 20 . 92 0 . 874 1T 0 . 42 18 .2 18 .2 K = 4 . 90 202S 0=150 3 . 00 -0 .2 0 . 0 20 . 92 0.228 3.42 0 . 8 18.2 Vel = 11 .30 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) • River Terrace East Building F Drawing Date:8/14/2018 8/14/18 11 :59 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 202 TO 2A2 CONTINUED 0 . 874 2E 11 .44 18 . 8 18 . 8 EqK = 4 .82 202 0=150 8 . 00 0 . 0 0 . 0 19. 73 0 .204 19. 44 4 . 0 18 . 8 Vel = 10 . 66 -6. 51 0 . 874 2T 0 .76 22 . 8 22 . 8 2A3 C=150 6. 00 0 . 0 0 . 0 See PATH 7 13.22 0 . 097 6. 76 0 . 7 22 . 8 Vel = 7 . 14 2A2 13 .22 23 .5 K = 2 .73 PATH 6 FROM HYDRAULIC REFERENCE 202 TO 2A6 20 . 92 0 . 874 1T 0 . 42 18 .2 18 .2 K = 4 . 90 202S 0=150 3. 00 -0 .2 0 . 0 20 . 92 0 .228 3.42 0 . 8 18 .2 Vel = 11 .30 0 . 874 1T 70 .78 18 . 8 18 . 8 EqK = 4 . 82 202 0=150 9S 12 . 00 0 . 0 0 . 0 1 . 19 0 . 001 82 .78 0 . 1 18 . 8 Vel = 0 . 64 2A6 1 . 19 18 . 9 K = 0 .27 PATH 7 FROM HYDRAULIC REFERENCE 2A3 TO 2A7 6. 51 0 . 874 7E 78 . 82 22 . 8 22 . 8 2A3 C=150 3T 46.00 0 . 0 0 .0 See PATH 5 6. 51 0 . 026 9S 124 . 82 3 .3 22 . 8 Vel = 3 .51 -2 . 82 0. 874 1T 75. 12 26. 1 26. 1 2A4 C=150 11S 14 . 00 0 . 0 0 .0 See PATH 15 3 . 68 0 . 009 89. 12 0 . 8 26 . 1 Vel = 1 . 99 2 . 82 0 . 874 1T 11 . 50 26. 9 26. 9 2A8 C=150 1S 4 . 00 0 . 0 0 . 0 See PATH 15 6. 51 0 . 026 15 .50 0 . 4 26 . 9 Vel = 3 . 51 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building F Drawing Date:8/14/2018 8/14/18 11 :59 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 2A7 6.51 27 .3 K = 1 .25 PATH 8 FROM HYDRAULIC REFERENCE 2A2 TO 2A7 20. 95 1 . 101 10 . 16 23 . 5 23.5 2A2 C=150 0 . 00 -4 .4 0 . 0 See PATH 2 AND 5 20. 95 0 . 074 10 . 16 0 . 8 23.5 Vel = 7 . 13 -10. 98 1 . 101 1E 11 . 69 19. 8 19 . 8 3A2 C=150 1T 11 . 00 -4 . 4 0 . 0 See PATH 9 AND 10 9. 98 0 . 019 1S 22 . 69 0 . 4 19. 8 Vel = 3 . 40 1 . 101 0 . 73 15 . 8 15 . 8 4A1 C=150 0. 00 0 . 0 0 . 0 9. 98 0 . 019 0 . 73 0 . 0 15 . 8 Vel = 3 . 40 -3 . 30 1 . 101 iT 9.53 15 . 8 15 . 8 4A2 C=150 1S 6. 00 0. 0 0. 0 See PATH 13 6. 68 0 . 009 15.53 0 . 1 15 . 8 Vel = 2 .27 1 . 101 3S 14 . 47 16. 0 16. 0 402 0=150 3 . 00 0 . 0 0 . 0 6. 68 0. 009 17 . 47 0.2 16. 0 Vel = 2 .27 1 . 101 3T 99. 65 16. 1 16. 1 404A 0=150 19S 34 . 00 0 . 0 0 . 0 6. 68 0. 009 133. 65 1 .2 16. 1 Vel = 2 .27 3. 30 1 . 101 1E 11 . 63 17 . 3 17 .3 4A3 C=150 1S 6. 00 4 .4 0 . 0 See PATH 13 9. 98 0 . 019 17 . 63 0 . 3 17 . 3 Vel = 3 . 40 10. 98 1 . 101 1S 10 . 16 22 . 1 22 . 1 3A7 C=150 1 . 00 4 . 4 0 . 0 See PATH 9 AND 10 20. 95 0 . 074 11 . 16 0 . 8 22 . 1 Vel = 7 . 13 2A7 20 . 95 27 .3 K = 4 . 01 PATH 9 FROM HYDRAULIC REFERENCE 3A2 TO 3A7 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building F Drawing Date:8/14/2018 8/14/18 11 :59 Tyco Fire Products Page 10 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 9 FROM HYDRAULIC REFERENCE 3A2 TO 3A7 CONTINUED 6. 64 0 . 874 2T 0 . 76 19. 8 19. 8 3A2 C=150 6. 00 0 . 0 0 . 0 See PATH 8 AND 10 6. 64 0 . 027 6.76 0 .2 19. 8 Vel = 3. 58 -2 .35 0 . 874 7E 78 . 82 20 . 0 20 . 0 3A3 C=150 3T 46. 00 0 . 0 0 . 0 See PATH 12 4 .29 0 . 012 9S 124 . 82 1 .5 20 . 0 Vel = 2 .31 -1 . 86 0 . 874 1T 75. 12 21 . 5 21 . 5 3A4 C=150 11S 14 . 00 0 . 0 0 . 0 See PATH 14 2 . 43 0 . 004 89. 12 0.4 21 . 5 Vel = 1 .31 1 . 86 0 . 874 1T 11 . 50 21 . 9 21 . 9 3A8 C=150 1S 4 . 00 0 .0 0 . 0 See PATH 14 4 .29 0 . 012 15.50 0 .2 21 . 9 Vel = 2 .31 3A7 4 .29 22 . 1 K = 0 . 91 PATH 10 FROM HYDRAULIC REFERENCE 3A2 TO 3A7 4 .34 0 . 874 1T 3.24 19. 8 19 . 8 3A2 C=150 3. 00 0 . 0 0 . 0 See PATH 8 AND 9 4 .34 0. 012 6.24 0 . 1 19. 8 Vel = 2 . 34 -2 . 04 0 . 874 1T 18.29 19. 9 19. 9 3A1 C=150 10 6. 00 0 . 0 0 . 0 See PATH 11 2 .30 0 . 004 2S 24 .29 0 . 1 19. 9 Vel = 1 .24 0. 874 2C 58 . 52 20 . 0 20 . 0 304 0=150 4S 6. 00 0. 0 0 . 0 2 . 30 0 . 004 64 .52 0 .2 20 . 0 Vel = 1 .24 2 . 04 0 . 874 1E 8 . 65 20.2 20 .2 3A5 C=150 2S 6. 00 0 . 0 0 . 0 See PATH 11 4 .34 0 . 012 14 . 65 0 .2 20 .2 Vel = 2 . 34 2 . 35 0 . 874 3T 45 . 16 20 . 4 20 . 4 3A6 C=150 6S 15. 00 0 .0 0 . 0 See PATH 12 6 . 69 0 . 028 60 . 16 1 .7 20 . 4 Vel = 3. 61 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building F Drawing Date:8/14/2018 8/14/18 11 :59 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 3A7 6. 69 22 . 1 K = 1 .42 PATH 11 FROM HYDRAULIC REFERENCE 3A1 TO 3A5 2 . 04 0 . 874 1T 16. 70 19. 9 19 . 9 3A1 C=150 3S 6. 00 0 . 0 0 . 0 See PATH 10 2 . 04 0 . 003 22 . 70 0. 1 19. 9 Vel = 1 . 10 0 . 874 1S 8 .28 19. 9 19. 9 301 C=150 1 . 00 0 . 0 0 . 0 2 . 04 0 . 003 9.28 0. 0 19. 9 Vel = 1 . 10 0 . 874 2T 67 . 00 20 . 0 20 . 0 303 C=150 1C 12 . 00 0 . 0 0 . 0 2 . 04 0. 003 5S 79. 00 0 .2 20. 0 Vel = 1 . 10 3A5 2 . 04 20 .2 K = 0.45 PATH 12 FROM HYDRAULIC REFERENCE 3A3 TO 3A6 2 .35 0 . 874 2E 11 .44 20 . 0 20 . 0 3A3 C=150 2S 10 . 00 0. 0 0 . 0 See PATH 9 2 . 35 0 . 004 21 . 44 0 . 1 20 . 0 Vel = 1 .27 0 . 874 1T 70 . 78 20 . 1 20 . 1 302 C=150 9S 12 . 00 0. 0 0 . 0 2 .35 0 . 004 82 .78 0 .3 20 . 1 Vel = 1 .27 3A6 2 . 35 20. 4 K = 0.52 PATH 13 FROM HYDRAULIC REFERENCE 4A2 TO 4A3 3 . 30 0 . 874 2E 151 . 93 15. 8 15 . 8 4A2 C=150 4T 47 . 00 0 . 0 0 . 0 See PATH 8 3 . 30 0 . 007 25S 198 . 93 1 .5 15 . 8 Vel = 1 .78 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building F Drawing Date:8/14/2018 8/14/18 11 :59 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 4A3 3.30 17 .3 K = 0 .79 PATH 14 FROM HYDRAULIC REFERENCE 3A4 TO 3A8 1 . 86 0 . 874 3E 109. 69 21 .5 21 . 5 3A4 C=150 4T 36. 00 0 . 0 0 . 0 See PATH 9 1 . 86 0 . 003 12S 145. 69 0 . 4 21 .5 Vel = 1 .00 3A8 1 . 86 21 . 9 K = 0 . 40 PATH 15 FROM HYDRAULIC REFERENCE 2A4 TO 2A8 2 . 82 0 . 874 3E 109. 69 26. 1 26. 1 2A4 C=150 4T 36. 00 0 . 0 0 . 0 See PATH 7 2 . 82 0 . 006 12S 145. 69 0 . 8 26. 1 Vel = 1 . 53 2A8 2 . 82 26. 9 K = 0 . 54 PATH 16 FROM HYDRAULIC REFERENCE 1A2 TO 1A4 14 .36 1 . 101 1T 118 . 00 32 . 9 32 . 9 1A2 C=150 19S 24 . 00 0 . 0 0 . 0 See PATH 2 14 . 36 0 . 037 142 . 00 5 .2 32 . 9 Vel = 4 . 89 1A4 14 . 36 38 .2 K = 2 .32 PATH 17 FROM HYDRAULIC REFERENCE 1A3 TO 1A5 7 . 51 0 . 874 6E 120 . 62 50. 9 50 . 9 1A3 C=150 2T 40 . 00 -0 . 3 0 . 0 See PATH 2 7 .51 0 . 034 10S 160 . 62 5. 5 50 . 9 Vel = 4 . 06 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building F Drawing Date:8/14/2018 8/14/18 11 :59 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 1A5 7 . 51 56. 1 K = 1 . 00 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building F Static Pres: 104.0 psi Pressure: 60.6 psi In: 0 gpm 13239 SW 169th Ave Resid. Pres: 100.0 psi Sys Flow: 75 gpm Out: 0 gpm Tigard, Oregon Flow: 1405 gpm Sys+Hose: 75 gpm Remote Area: 2 Date: 4/4/2018 Safety Pres: 42.1 psi Loc: 17051 SW Appledale Rd Hd Ely Pres: 3.9 psi 140 120 • SupO 100 80 60 • 40 20 •-3.9 psi 100 150 200 250 300 350 400 450 • 5(