Loading...
Report (100) River Terrace East Building F Drawing Date:8/14/2018 8/14/18 11 :57 HYDRAULIC DESIGN INFORMATION SHEET OFFICE F H C E COPY Job Name: River Terrace East Building F Location: 13239 SW 169th Ave Tigard, Oregon Drawing Date: 8/14/2018 Remote Area Number: 1 Contractor: Jet Fire Protection Telephone:503-588-5262 1935 Silverton RD NE Salem, OR 97301 Designer: Terry Paige, NICET III CE Calculated By:SprinkCAD www. sprinkcad.com SEP 18 2018 451 N. Cannon Ave. Lansdale, PA 19446 CITY OF I1GARD Construction: VB Occupancy:R2 ResgUIMING DiViSiON Reviewing Authorities:City of Tigard SYSTEM DESIGN Code:NFPA 13R Hazard:Ordinary 1 System Type:WET Area of Sprinkler Oper. 3 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0 . 150 1 Make: VICTAUL Area per Sprinkler 128 . 0 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 3 Flowing Outlets gpm Required: 61.0 psi Required: 52.4 @ 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: ,k5;1 PRO/ � NEF�s/O, ¢- / / 5A P:9 ��.:i/ PAP'" 01 1&/ ;4' GS SRI ``►' iZY15, 2��� << 9F'CYNN SSP' EXPIRES: 06-30-2020 River Terrace East Building F Drawing Date:8/14/2018 8/14/18 11 :57 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 61 50.5 psi 1 1-1/2" CPVC 90 Ell 7 ' 120 1 . 610 61 1 .3 Total Loss for TO SYSTEM 1.3 psi 1 Pipe 11, " PVx15 6' 150 1 . 598 61 0 .5 1 Pipe 1- " 40x21 1 ' 120 1 . 610 61 0 . 1 1 1' " Thrd Butterfly Valve Victaul 1 ' 120 1 . 610 61 0 . 1 1 Pipe 11, " 40x21 1 ' 120 1 . 610 61 0 . 1 1 1k" Thrd Check Valve Generic NFPA 9 ' 120 1 . 610 61 1 . 1 1 Pipe 11- " 40x21 1 ' 120 1 . 610 61 0 . 1 Elevation Change 10 ' 0" 4 .3 Total Loss for THRU RISER 6.4 psi Hydr Ref BOR Required at AT BASE OF RISER 61 58.2 psi 1 Pipe 4" G4x21 18 ' 120 4 . 026 61 0 . 0 1 Pipe 4" PVx20 2 ' 150 4 .230 61 0 . 0 1 Pipe 6" PVx20 87 ' 150 6 . 090 61 0 . 0 1 Pipe 8" DIx18 Cl 350 452 ' 140 8 .488 61 0 . 0 Elevation Change -13 ' 6" -5. 8 Total Loss for THRU UNDG -5.8 psi Hydr Ref POC Required at CITY CONN 61 52.4 psi Water Source102 .7 psi static, 98 .7 psi residual @ 1405 gpm 61 gpm 102.7 psi SAFETY PRESSURE 50.3 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 52.4 psi This is a safety margin of 50.3 psi or 49 % of Supply Maximum Water Velocity is 18 .8 fps River Terrace East Building F Drawing Date:8/14/2018 8/14/18 11 :57 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 F Drawing Date:8/14/2018 8/14/18 11 :57 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 13 .7 1A2 9.23 37 . 6 1A3 9.23 37 .3 1A4 9.23 42 . 9 1A5 10 . 00 49.7 2A2 19. 51 35 .5 2A4 19. 51 36.5 2A5 19. 51 35 . 8 2A6 19. 51 35 . 9 2A3 19. 51 35 . 6 2A7 19. 51 36. 9 2A8 19. 51 36. 8 2A1 19. 51 35.5 3A2 29. 67 31 .4 3A6 29. 67 31 . 6 3A3 29. 67 31 .4 3A4 29 . 67 32 . 0 3A1 29. 67 31 . 4 3A7 29 . 67 32 .2 3A8 29 . 67 32 . 1 3A5 29. 67 31 . 5 4A1 39. 82 27 . 1 4A3 39. 82 27 . 7 4A2 39. 82 27 . 1 101 10 . 00 14 . 5 1015 8 . 81 5 . 60 14 . 4 21 .2 17 . 1 0 . 19 102 10. 00 13 . 6 102S 8 . 81 5 . 60 13. 5 20 . 6 18 . 9 0 . 16 103 10 . 00 11 .7 103S 8 . 81 5. 60 11 . 8 19.2 19.2 0 . 15 201 19.51 35. 6 202 19.51 35 .7 203 19.51 35 . 6 204 19.51 35 . 6 301 29. 67 31 . 4 302 29. 67 31 .5 303 29. 67 31 . 4 304 29. 67 31 . 4 402 39. 82 27 .2 404A 39. 82 27 .2 W 10 . 00 50 . 5 Max velocity of 18 .79 occurs in the pipe from 101 TO 1A2 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 :57 • 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 103 TO W (PRIMARY PATH) 19.20 1 . 049 iT 1 . 19 11 . 8 11 . 8 K = 5. 60 103S C=120 3 . 00 -0 .5 0 . 0 19.20 0 . 121 4 . 19 0 . 5 11 . 8 Vel = 7 .20 0 . 874 1T 7 . 01 11 . 7 11 . 7 EqK = 5. 60 103 C=150 3 . 00 0 . 0 0 . 0 19.20 0. 194 10 . 01 1 . 9 11 . 7 Vel = 10 . 37 7 . 03 0 . 874 3E 49. 35 13 . 7 13. 7 1A1 C=150 1T 18 . 00 0 .3 0 . 0 See PATH 3 26.23 0.346 3S 67 .35 23.3 13 . 7 Vel = 14 . 16 -11 . 83 0 . 874 2E 92 . 62 37 . 3 37 .3 1A3 C=150 11S 19. 00 -0 .3 0 . 0 See PATH 4 14 .40 0 . 114 111 . 62 12 .7 37 . 3 Vel = 7 . 78 46. 63 1 . 598 1S 7 . 41 49. 7 49 . 7 lA5 C=150 1 . 00 0 . 0 0 . 0 See PATH 2 AND 4 61 . 03 0 . 087 8 . 41 0 . 7 49. 7 Vel = 9. 86 W 61 . 03 50 . 5 K = 8 . 59 PATH 2 FROM HYDRAULIC REFERENCE 102 TO 1A5 20 .58 1 . 049 1T 1 . 19 13 .5 13 . 5 K = 5. 60 102S C=120 3. 00 -0.5 0 . 0 20 . 58 0 . 137 4 . 19 0 . 6 13 . 5 Vel = 7 . 72 0 . 874 1S 8 . 05 13 . 6 13. 6 EqK = 5 .59 102 C=150 1 . 00 0 . 0 0 . 0 13 . 55 0 . 102 9. 05 0 . 9 13 . 6 Vel = 7 .32 21 .25 0 . 874 5E 13 . 10 14 .5 14 .5 EqK = 5 . 58 101 C=150 1T 26. 00 0 . 3 0 . 0 34 . 80 0 . 584 1S 39. 10 22 . 8 14 . 5 Vel = 18 .79 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building F Drawing Date:8/14/2018 8/14/18 11 :57 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 102 TO 1A5 CONTINUED -14 . 42 1 . 101 2E 21 . 79 37 . 6 37 . 6 1A2 C=150 1S 11 . 00 -4 .5 0 . 0 See PATH 5 20 . 38 0 . 070 32 . 79 2 .3 37 . 6 Vel = 6. 94 -8 . 42 1 . 101 1S 10 . 16 35 .5 35 .5 2A2 C=150 1 . 00 -4 . 4 0 . 0 See PATH 6 AND 7 11 . 96 0 . 026 11 . 16 0 .3 35 .5 Vel = 4 . 07 -6.26 1 . 101 1E 11 . 69 31 . 4 31 . 4 3A2 C=150 1T 11 . 00 -4 . 4 0 . 0 See PATH 10 AND 11 5 . 69 0 . 007 iS 22 . 69 0 .2 31 . 4 Vel = 1 . 94 1 . 101 0 .73 27 . 1 27 . 1 4A1 C=150 0 . 00 0 . 0 0 . 0 5. 69 0 . 007 0.73 0 . 0 27 . 1 Vel = 1 . 94 -1 . 88 1 . 101 1T 9.53 27 . 1 27 . 1 4A2 C=150 1S 6. 00 0 .0 0 . 0 See PATH 14 3. 81 0 . 003 15 .53 0 . 0 27 . 1 Vel = 1 . 30 1 . 101 3S 14 . 47 27 .2 27 .2 402 0=150 3. 00 0 . 0 0 . 0 3 . 81 0 . 003 17 . 47 0. 1 27 .2 Vel = 1 .30 1 . 101 3T 99. 65 27 .2 27 .2 404A 0=150 19S 34 . 00 0 . 0 0 . 0 3. 81 0 . 003 133 . 65 0 . 4 27 .2 Vel = 1.30 1 . 88 1 . 101 1E 11 . 63 27 . 7 27 .7 4A3 C=150 1S 6. 00 4 .4 0 . 0 See PATH 14 5. 69 0 . 007 17 . 63 0 . 1 27 .7 Vel = 1 . 94 6.26 1 . 101 1S 10.16 32 .2 32 .2 3A7 C=150 1 . 00 4 . 4 0 . 0 See PATH 10 AND 11 11 . 96 0 . 026 11 . 16 0 . 3 32 .2 Vel = 4 . 07 8 . 42 1 . 101 1E 12 .41 36. 9 36. 9 2A7 C=150 1T 10 . 00 4 .5 0 . 0 See PATH 6 AND 7 20 . 38 0 . 070 22 . 41 1 . 6 36 . 9 Vel = 6. 94 14 .42 1 . 101 2E 16. 59 42 . 9 42 . 9 1A4 C=150 2T 21 . 00 -0 .3 0 . 0 See PATH 5 34 . 80 0 . 190 1S 37 . 59 7 . 1 42 . 9 Vel = 11 . 84 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building F Drawing Date:8/14/2018 8/14/18 11 :57 • 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 1A5 34 . 80 49. 7 K = 4 . 94 21 .25 1 . 049 1T 1 . 19 14 .4 14 . 4 K = 5 . 60 101S C=120 3 . 00 -0 .5 0 . 0 21 .25 0 . 146 4 . 19 0 . 6 14 . 4 Vel = 7 . 96 101 21 .25 14 .5 K = 5. 58 PATH 3 FROM HYDRAULIC REFERENCE 102 TO 1A1 20 . 58 1 . 049 1T 1 . 19 13. 5 13 . 5 K = 5 . 60 102S C=120 3. 00 -0 . 5 0 . 0 20 .58 0 . 137 4 . 19 0 . 6 13 . 5 Vel = 7 . 72 0 . 874 iT 1 . 03 13. 6 13 . 6 EqK = 5.59 102 C=150 3. 00 0 . 0 0 . 0 7 . 03 0 . 030 4 . 03 0 . 1 13. 6 Vel = 3 . 80 1A1 7 . 03 13 . 7 K = 1 . 90 PATH 4 FROM HYDRAULIC REFERENCE 1A3 TO 1A5 11 . 83 0 . 874 6E 120 . 62 37 .3 37 . 3 1A3 C=150 2T 40 . 00 -0 . 3 0 . 0 See PATH 1 11 . 83 0 . 079 10S 160 . 62 12 . 7 37 .3 Vel = 6.39 1A5 11 . 83 49.7 K = 1 . 68 PATH 5 FROM HYDRAULIC REFERENCE 1A2 TO 1A4 14 . 42 1 . 101 iT 118 . 00 37 . 6 37 . 6 1A2 C=150 19S 24 . 00 0 . 0 0 . 0 See PATH 2 14 . 42 0 . 037 142 . 00 5 .3 37 . 6 Vel = 4 . 91 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building F Drawing Date:8/14/2018 8/14/18 11 :57 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 1A4 14 .42 42 . 9 K = 2 .20 PATH 6 FROM HYDRAULIC REFERENCE 2A2 TO 2A7 5 . 10 0 . 874 2T 0.76 35. 5 35 . 5 2A2 C=150 6. 00 0 . 0 0 . 0 See PATH 2 AND 7 5 . 10 0 . 017 6. 76 0 . 1 35 . 5 Vel = 2 . 75 -1 . 81 0 . 874 7E 78 . 82 35 . 6 35 . 6 2A3 C=150 3T 46. 00 0 . 0 0 . 0 See PATH 9 3.29 0 . 007 9S 124 . 82 0 . 9 35 . 6 Vel = 1 . 78 -1 . 43 0 . 874 iT 75. 12 36.5 36.5 2A4 C=150 11S 14 . 00 0 . 0 0 . 0 See PATH 16 1 . 86 0 . 003 89. 12 0 .2 36.5 Vel = 1 . 01 1 . 43 0 . 874 1T 11 .50 36. 8 36. 8 2A8 C=150 1S 4 . 00 0. 0 0 . 0 See PATH 16 3 .29 0. 007 15.50 0. 1 36 . 8 Vel = 1 . 78 2A7 3.29 36. 9 K = 0 . 54 PATH 7 FROM HYDRAULIC REFERENCE 2A2 TO 2A7 3. 33 0 . 874 1T 3.24 35 .5 35. 5 2A2 C=150 3. 00 0 . 0 0 . 0 See PATH 2 AND 6 3.33 0 . 008 6.24 0 . 0 35. 5 Vel = 1 . 80 -1 .57 0 . 874 1T 18.29 35 . 5 35. 5 2A1 C=150 1C 6. 00 0 . 0 0 . 0 See PATH 8 1 .76 0 . 002 2S 24 .29 0 . 1 35.5 Vel = 0 . 95 0 . 874 2C 58.52 35. 6 35. 6 204 C=150 5S 7 . 00 0 . 0 0. 0 1 . 76 0 . 002 65 .52 0 .2 35. 6 Vel = 0 . 95 1 . 57 0 . 874 1E 8 . 65 35. 8 35. 8 2A5 C=150 2S 6. 00 0. 0 0. 0 See PATH 8 3 .33 0 . 008 14 . 65 0. 1 35 . 8 Vel = 1 . 80 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building F Drawing Date:8/14/2018 8/14/18 11 :57 • 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 7 FROM HYDRAULIC REFERENCE 2A2 TO 2A7 CONTINUED 1 . 81 0 . 874 3T 45. 16 35 . 9 35 . 9 2A6 C=150 6S 15 . 00 0 . 0 0 . 0 See PATH 9 5. 13 0 . 017 60 . 16 1 . 0 35. 9 Vel = 2 . 77 2A7 5 . 13 36 . 9 K = 0 . 85 PATH 8 FROM HYDRAULIC REFERENCE 2A1 TO 2A5 1 . 57 0 . 874 1T 16. 70 35.5 35 .5 2A1 C=150 3S 6. 00 0 . 0 0 . 0 See PATH 7 1 . 57 0 . 002 22 .70 0 . 0 35 . 5 Vel = 0 . 85 0 . 874 1S 8 .28 35. 6 35 . 6 201 C=150 1 . 00 0 . 0 0 . 0 1 . 57 0 . 002 9.28 0 . 0 35 . 6 Vel = 0 . 85 0 . 874 2T 67 . 00 35. 6 35 . 6 203 C=150 1C 12 . 00 0 . 0 0 . 0 1 . 57 0 . 002 5S 79 . 00 0 . 1 35. 6 Vel = 0 . 85 2A5 1 .57 35 . 8 K = 0 .26 PATH 9 FROM HYDRAULIC REFERENCE 2A3 TO 2A6 1 . 81 0 . 874 2E 11 . 44 35. 6 35. 6 2A3 C=150 2S 10 . 00 0 . 0 0 . 0 See PATH 6 1 . 81 0. 002 21 . 44 0 . 1 35 . 6 Vel = 0 . 98 0 . 874 1T 70 . 78 35 .7 35 . 7 202 C=150 9S 12 . 00 0 . 0 0 . 0 1. 81 0 . 002 82 . 78 0 .2 35 . 7 Vel = 0 . 98 2A6 1 . 81 35. 9 K = 0.30 PATH 10 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 :57 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 3A2 TO 3A7 CONTINUED 3 . 79 0 . 874 2T 0. 76 31 . 4 31 . 4 3A2 C=150 6. 00 0 . 0 0 . 0 See PATH 2 AND 11 3 . 79 0. 010 6. 76 0 . 1 31 . 4 Vel = 2 . 04 -1 . 34 0 . 874 7E 78 . 82 31 . 4 31 . 4 3A3 C=150 3T 46. 00 0 . 0 0 . 0 See PATH 13 2 . 45 0 . 004 9S 124 . 82 0 . 5 31 . 4 Vel = 1 .32 -1 . 06 0 . 874 1T 75 . 12 32 . 0 32 . 0 3A4 C=150 11S 14 . 00 0 . 0 0 . 0 See PATH 15 1 . 38 0 . 001 89. 12 0 . 1 32 . 0 Vel = 0 .75 1 . 06 0 . 874 1T 11 . 50 32 . 1 32 . 1 3A8 C=150 1S 4 . 00 0 . 0 0 . 0 See PATH 15 2 . 45 0 . 004 15.50 0 . 1 32 . 1 Vel = 1 .32 3A7 2 . 45 32 .2 K = 0 . 43 PATH 11 FROM HYDRAULIC REFERENCE 3A2 TO 3A7 2 .48 0 . 874 1T 3.24 31 . 4 31 . 4 3A2 C=150 3. 00 0 . 0 0 . 0 See PATH 2 AND 10 2 . 48 0 . 004 6.24 0 . 0 31 .4 Vel = 1 .34 -1 . 16 0. 874 1T 18 .29 31 .4 31 .4 3A1 C=150 10 6. 00 0 . 0 0 . 0 See PATH 12 1 . 31 0 . 001 2S 24 .29 0 . 0 31 . 4 Vel = 0 . 71 0 . 874 2C 58 .52 31 .4 31 . 4 304 0=150 4S 6. 00 0 . 0 0 . 0 1 .31 0 . 001 64 .52 0 . 1 31 . 4 Vel = 0 . 71 1 . 16 0 . 874 1E 8 . 65 31 . 5 31 . 5 3A5 C=150 2S 6. 00 0 . 0 0 . 0 See PATH 12 2 . 48 0 . 004 14 . 65 0 . 1 31 .5 Vel = 1 .34 1 .34 0 . 874 3T 45. 16 31 . 6 31 . 6 3A6 C=150 6S 15. 00 0 . 0 0 . 0 See PATH 13 3. 82 0 . 010 60 . 16 0 . 6 31 . 6 Vel = 2 . 06 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building F Drawing Date:8/14/2018 8/14/18 11 :57 . 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 3 . 82 32 .2 K = 0 . 67 PATH 12 FROM HYDRAULIC REFERENCE 3A1 TO 3A5 1 . 16 0 . 874 iT 16. 70 31 . 4 31 . 4 3A1 C=150 3S 6. 00 0 . 0 0 . 0 See PATH 11 1 . 16 0 . 001 22 . 70 0 . 0 31 . 4 Vel = 0 . 63 0 . 874 1S 8 .28 31 . 4 31 . 4 301 0=150 1 . 00 0 . 0 0 . 0 1 . 16 0. 001 9 .28 0. 0 31 . 4 Vel = 0 . 63 0. 874 2T 67 . 00 31 .4 31 .4 303 C=150 10 12 . 00 0 . 0 0 . 0 1 . 16 0 . 001 5S 79. 00 0 . 1 31 .4 Vel = 0 . 63 3A5 1 . 16 31 .5 K = 0 .21 PATH 13 FROM HYDRAULIC REFERENCE 3A3 TO 3A6 1 .34 0 . 874 2E 11 . 44 31 . 4 31 . 4 3A3 C=150 2S 10 . 00 0 . 0 0 . 0 See PATH 10 1 . 34 0 . 001 21 .44 0 . 0 31 . 4 Vel = 0 . 72 0 . 874 1T 70 . 78 31 .5 31 . 5 302 0=150 9S 12 . 00 0 . 0 0 . 0 1 .34 0 . 001 82 . 78 0 . 1 31 .5 Vel = 0 .72 3A6 1 . 34 31 . 6 K = 0 .24 PATH 14 FROM HYDRAULIC REFERENCE 4A2 TO 4A3 1 . 88 0 . 874 2E 151 . 93 27 . 1 27 . 1 4A2 C=150 4T 47 . 00 0 . 0 0 . 0 See PATH 2 1 . 88 0. 003 25S 198 . 93 0 .5 27 . 1 Vel = 1 . 02 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building F Drawing Date:8/14/2018 8/14/18 11 :57 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 1 . 88 27 .7 K = 0 .36 PATH 15 FROM HYDRAULIC REFERENCE 3A4 TO 3A8 1 . 06 0 . 874 3E 109. 69 32 . 0 32 . 0 3A4 C=150 4T 36. 00 0. 0 0 . 0 See PATH 10 1 . 06 0 . 001 12S 145. 69 0 . 1 32 . 0 Vel = 0 . 57 3A8 1 . 06 32 . 1 K = 0 . 19 PATH 16 FROM HYDRAULIC REFERENCE 2A4 TO 2A8 1 .43 0 . 874 3E 109. 69 36.5 36 .5 2A4 C=150 4T 36. 00 0 . 0 0 . 0 See PATH 6 1 . 43 0 . 002 12S 145 . 69 0 .2 36. 5 Vel = 0 . 77 2A8 1 .43 36. 8 K = 0 .24 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building F Static Pres: 104.0 psi Pressure: 52.4 psi In: 0 gpm 13239 SW 169th Ave Resid. Pres: 100.0 psi Sys Flow: 61 gpm Out: 0 gpm Tigard, Oregon Flow: 1405 gpm Sys+Hose: 61 gpm Remote Area: 1 Date: 4/4/2018 Safety Pres: 50.3 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(