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Report (94) River Terrace East Clubhouse Drawing Date:5/30/2018 5/29/18 12:32 HYDRAULIC DESIGN INFORMATION SHEET sq � Job Name: River Terrace East Clubhouse JUN 12 2018 Location: 17051 SW Appledale RD Tigard, Oregon - 1-Nt' OF Drawing Date: 5/30/2018 Remote Area Number: BUILDINGFrkifISN-40 Contractor: Jet Fire Protection Telephone: 503-588-5262 1935 Silverton RD NE Salem, OR 97301 Designer: Terry Paige, NICET III 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: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 260 . 0 sq ftl Model: V27 RES Hose Allowance Inside 0 gpm 1 K-Factor: 4 . 90 Hose Allowance Outside 0 gpm I Temperature Rating: 155 CALCULATION SUMMARY 4 Flowing Outlets gpm Required: 66.2 psi Required: 68.1 @ 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 0" Model: Location: 17051 SW Appledale Rd Source of Information: City of Tigard Public Works SYSTEM VOLUME 40 Gallons Notes: <P ) PROF�cs ' NEF 0 /tfi ��y��- ii i, � '�� � G• cb 1l ri'_ 44' 15 2' ( 9�kLYNN S�PJ EXPIRES: 06-30-2018 River Terrace East Clubhouse Drawing Date:5/30/2018 5/29/18 12:32 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 4 66 74.7 psi 1 1-1/2" CPVC 90 Ell 7 ' 120 1 . 610 66 1 . 5 Total Loss for TO SYSTEM 1.5 psi 1 Pipe 1 " PVx15 6' 150 1. 598 66 0. 6 1 Pipe 1k" 40x21 1 ' 120 1. 610 66 0. 1 1 1 " Thrd Butterfly Valve Victaul 1 ' 120 1. 610 66 0. 1 1 Pipe 1W" 40x21 1 ' 120 1. 610 66 0 . 1 1 1w" Thrd Check Valve Generic NFPA 9' 120 1 . 610 66 1 . 3 1 Pipe 1 " 40x21 1 ' 120 1 . 610 66 0 . 1 Elevation Change 8 ' 6" 3. 7 Total Loss for THRU RISER 6.1 psi Hydr Ref BOR Required at AT BASE OF RISER 66 82.3 psi 1 Pipe 4" G4x21 18 ' 120 4 . 026 66 0 . 0 1 Pipe 4" PVx20 3' 150 4 .230 66 0 . 0 1 Pipe 6" PVx20 624 ' 150 6. 090 66 0 . 1 1 Pipe 8" DIx18 Cl 350 725' 140 8 . 488 66 0 . 0 Elevation Change -33' 0" -14 .3 Total Loss for THRU UNDG -14.1 psi Hydr Ref POC Required at CITY CONN 66 68.1 psi Water Source104 . 0 psi static, 100 . 0 psi residual @ 1405 gpm 66 gpm 104.0 psi SAFETY PRESSURE 35.9 psi Available Pressure of 104.0 psi Exceeds Required Pressure of 68.1 psi This is a safety margin of 35. 9 psi or 34 % of Supply Maximum Water Velocity is 27.2 fps River Terrace East Clubhouse Drawing Date:5/30/2018 5/29/18 12:32 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 Clubhouse Drawing Date:5/30/2018 5/29/18 12:32 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. 51 67 . 1 1A2 10. 51 68 . 6 1A3 10.51 73. 9 1A4 10. 51 65. 4 1A6 10. 51 62 . 9 1A7 10. 51 58 . 1 2A1 20. 67 49. 6 2A2 20. 67 50 . 7 2A3 20. 67 51 .2 2A4 20. 67 49. 7 2A5 20. 67 48 . 8 2A6 20. 67 49. 6 2A7 20. 67 49.2 2A8 20. 67 49. 4 2A9 20. 67 49. 4 3A1 31. 82 29. 0 3A2 31. 82 16. 9 3A3 31. 82 31 . 4 201 10. 51 65. 5 202A 10. 51 64 . 8 203A 10. 51 63. 6 301 20. 67 49. 7 401 31. 82 16. 1 4015 31. 41 4 . 90 15. 4 19.2 13 . 0 0 . 07 401A 31 . 82 16. 9 402 33. 15 7 . 4 402S 33. 15 4 . 90 7 . 0 13 . 0 13 . 0 0 . 05 402A 33. 15 8 . 0 403 31 . 82 17 . 9 4035 31 . 41 4 . 90 17 . 4 20 . 4 13. 0 0 . 08 404 33. 40 8 . 0 404S 33. 40 4 . 90 7 . 6 13.5 13. 0 0 . 05 404A 33. 40 8 . 5 W 10 . 51 74 . 7 Max velocity of 27 .22 occurs in the pipe from 1A2 TO 1A3 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 Clubhouse Drawing Date:5/30/2018 5/29/18 12:32 • 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 402 TO W (PRIMARY PATH) 13. 00 0. 874 1E 0 . 00 7 . 0 7 . 0 K = 4 . 90 4025 0=150 4 . 00 0 . 0 0 . 0 13. 00 0 . 094 4 . 00 0 . 4 7. 0 Vel = 7. 02 0. 874 6. 42 7 . 4 7 . 4 EqK = 4 . 77 402 0=150 0 . 00 0 . 0 0. 0 13. 00 0. 094 6. 42 0 . 6 7 . 4 Vel = 7 . 02 0 . 874 1E 1 . 52 8 . 0 8 . 0 402A 0=150 1S 5 . 00 -0 . 1 0. 0 13. 00 0. 094 6. 52 0 . 6 8 .0 Vel = 7 . 02 13. 52 0. 874 3E 8 . 76 8 . 5 8 .5 404A C=150 1S 13. 00 0. 7 0 . 0 See PATH 2 26.52 0. 353 21 . 76 7 . 7 8 .5 Vel = 14 . 32 1 .26 0 . 874 1S 1 . 73 16. 9 16. 9 3A2 C=150 1 . 00 0 . 0 0 . 0 See PATH 4 27 . 78 0. 385 2 . 73 1 . 0 16. 9 Vel = 15. 00 20. 43 0 . 874 1T 7 . 32 17 . 9 17 . 9 EqK = 4 . 82 403 0=150 3 . 00 0 . 0 0. 0 48 .21 1. 067 10 .32 11 . 0 17 . 9 Vel = 26. 03 -8 . 44 0. 874 1E 13 . 13 29. 0 29. 0 3A1 C=150 1T 7 . 00 4 . 8 0 . 0 See PATH 5 39. 77 0 . 747 20 . 13 15. 0 29. 0 Vel = 21 . 48 -10 . 12 0. 874 1S 10 . 16 48 . 8 48 .8 2A5 C=150 1 . 00 4 . 4 0 . 0 See PATH 6 29. 65 0. 434 11 . 16 4 . 8 48 . 8 Vel = 16. 01 -13. 87 0 . 874 1E 27 . 63 58 . 1 58 .1 1A7 C=150 2T 13 . 00 0 . 0 0. 0 See PATH 10 15. 78 0. 135 3S 40 . 63 5. 5 58 . 1 Vel = 8 . 52 0. 874 1T 6. 43 63. 6 63. 6 203A 0=150 3. 00 0. 0 0. 0 15.78 0 . 135 9. 43 1. 3 63. 6 Vel = 8 . 52 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Clubhouse Drawing Date:5/30/2018 5/29/18 12:32 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 402 TO W (PRIMARY PATH) 0 . 874 1S 3. 58 64 . 8 64 .8 202A 0=150 1 . 00 0 . 0 0 .0 15. 78 0 . 135 4 . 58 0 . 6 64 .8 Vel = 8 . 52 0. 874 3T 46.31 65. 5 65.5 201 0=150 7S 16. 00 0. 0 0 . 0 15. 78 0. 135 62 .31 8 . 4 65.5 Vel = 8 . 52 50 . 41 1 . 598 1S 6.74 73. 9 73. 9 1A3 C=150 1 . 00 0 . 0 0 .0 See PATH 3 66. 19 0 . 101 7 . 74 0 . 8 73. 9 Vel = 10 . 69 W 66. 19 74 .7 K = 7 . 66 20 . 43 0. 874 1T 0 .42 17. 4 17 . 4 K = 4 . 90 403S 0=150 3.00 -0 .2 0 . 0 20 . 43 0.218 3 . 42 0 . 7 17 . 4 Vel = 11 . 03 403 20 . 43 17 . 9 K = 4 . 82 PATH 2 FROM HYDRAULIC REFERENCE 404 TO 404A 13. 52 0 . 874 1E 0 . 00 7 . 6 7 . 6 K = 4 . 90 404S 0=150 4 . 00 0. 0 0 .0 13.52 0. 102 4 .00 0. 4 7 . 6 Vel = 7 . 30 0 . 874 1T 2 . 00 8 . 0 8 . 0 EqK = 4 .77 404 0=150 3. 00 0 . 0 0 .0 13. 52 0 . 102 5. 00 0 . 5 8 .0 Vel = 7 . 30 404A 13. 52 8 . 5 K = 4 . 63 PATH 3 FROM HYDRAULIC REFERENCE 401 TO 1A3 19.24 0. 874 1E 0 . 42 15. 4 15. 4 K = 4 . 90 401S 0=150 4 . 00 -0 .2 0 . 0 19.24 0. 195 4 . 42 0 . 9 15.4 Vel = 10 . 39 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Clubhouse Drawing Date:5/30/2018 5/29/18 12:32 • 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 401 TO 1A3 CONTINUED 0 . 874 4 . 00 16. 1 16. 1 EqK = 4 . 80 401 0=150 0 . 00 0 . 0 0.0 19.24 0. 195 4 . 00 0. 8 16. 1 Vel = 10 . 39 -1 .26 0. 874 2E 59. 33 16. 9 16. 9 401A C=150 4T 25. 00 0 . 0 0 . 0 See PATH 4 17 . 98 0 . 172 5S 84 . 33 14 . 5 16. 9 Vel = 9. 71 8 . 44 0. 874 2E 27 . 60 31 . 4 31 .4 3A3 C=150 1T 15 . 00 4 . 8 0 .0 See PATH 5 26. 42 0. 351 4S 42 . 60 14 . 9 31 . 4 Vel = 14 .27 10. 12 0. 874 1E 13. 44 51 .2 51.2 2A3 C=150 1T 7 . 00 4 . 4 0 .0 See PATH 6 36.54 0. 639 20 . 44 13. 1 51 .2 Vel = 19. 73 13. 87 0 . 874 1T 1 .54 68 . 6 68 . 6 1A2 C=150 3. 00 0 . 0 0.0 See PATH 10 50 . 41 1. 158 4 . 54 5. 3 68 . 6 Vel = 27 .22 1A3 50 . 41 73. 9 K = 5. 86 PATH 4 FROM HYDRAULIC REFERENCE 401A TO 3A2 1 .26 0 . 874 1T 8 . 00 16. 9 16. 9 401A C=150 1S 4 . 00 0 . 0 0 . 0 See PATH 3 1.26 0. 001 12 . 00 0 . 0 16. 9 Vel = 0 . 68 3A2 1 .26 16. 9 K = 0 . 31 PATH 5 FROM HYDRAULIC REFERENCE 3A1 TO 3A3 8 . 44 0. 874 11S 46. 45 29. 0 29. 0 3A1 C=150 11 . 00 0 . 0 0 . 0 See PATH 1 8 . 44 0. 042 57 . 45 2 . 4 29.0 Vel = 4 . 56 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Clubhouse Drawing Date:5/30/2018 5/29/18 12:32 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 3A3 8 . 44 31 . 4 K = 1 . 51 PATH 6 FROM HYDRAULIC REFERENCE 2A5 TO 2A3 10 . 12 0 . 874 1T 3. 67 48 . 8 48 .8 2A5 C=150 3. 00 0 . 0 0.0 See PATH 1 10 . 12 0 . 059 6. 67 0 . 4 48 .8 Vel = 5. 46 -3. 56 0. 874 1T 1 . 98 49.2 49.2 2A7 C=150 3. 00 0. 0 0 .0 See PATH 7 6.56 0. 027 4 . 98 0. 1 49.2 Vel = 3. 54 -2 . 63 0. 874 1S 4 . 80 49. 4 49. 4 2A8 C=150 1. 00 0 . 0 0 . 0 See PATH 8 3. 93 0. 010 5. 80 0 . 1 49. 4 Vel = 2 . 12 -1 . 79 0. 874 2T 45.53 49. 4 49. 4 2A9 C=150 4S 10 . 00 0 . 0 0.0 See PATH 9 2 . 14 0. 003 55.53 0 .2 49.4 Vel = 1 . 16 1 . 79 0. 874 1T 4 . 42 49. 6 49. 6 2A1 C=150 3. 00 0 . 0 0 .0 See PATH 9 3. 93 0. 010 7 . 42 0 . 1 49. 6 Vel = 2 . 12 2 . 63 0. 874 2T 25. 63 49. 7 49.7 2A4 C=150 5S 11 . 00 0 . 0 0.0 See PATH 8 6. 56 0. 027 36. 63 1 . 0 49.7 Vel = 3. 54 3. 56 0 . 874 1T 5.50 50 . 7 50.7 2A2 C=150 3. 00 0 . 0 0 .0 See PATH 7 10 .12 0. 059 8 .50 0 . 5 50 .7 Vel = 5. 46 2A3 10 .12 51 .2 K = 1. 41 PATH 7 FROM HYDRAULIC REFERENCE 2A7 TO 2A2 3.56 0. 874 4E 15. 11 49.2 49.2 2A7 C=150 2T 23. 00 0 . 0 0 .0 See PATH 6 3. 56 0. 009 1S 38 . 11 0 . 3 49.2 Vel = 1 . 92 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Clubhouse Drawing Date:5/30/2018 5/29/18 12:32 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 2A7 TO 2A2 CONTINUED 0. 874 1T 12 . 12 49. 6 49. 6 2A6 0=150 2S 5 . 00 0 . 0 0.0 3. 56 0. 009 17 . 12 0 . 1 49. 6 Vel = 1 . 92 0. 874 3E 78 . 16 49. 7 49. 7 301 0=150 4T 33 . 00 0. 0 0 . 0 3.56 0. 009 9S 111 . 16 1. 0 49. 7 Vel = 1 . 92 2A2 3. 56 50 . 7 K = 0 . 50 PATH 8 FROM HYDRAULIC REFERENCE 2A8 TO 2A4 2 . 63 0. 874 2E 45 . 91 49. 4 49. 4 2A8 C=150 1T 20 . 00 0 . 0 0 . 0 See PATH 6 2 . 63 0 . 005 9S 65. 91 0 . 3 49. 4 Vel = 1. 42 2A4 2. 63 49. 7 K = 0 . 37 PATH 9 FROM HYDRAULIC REFERENCE 2A9 TO 2A1 1 . 79 0 . 874 2E 60 . 70 49. 4 49. 4 2A9 C=150 9S 17 . 00 0 . 0 0. 0 See PATH 6 1.79 0. 002 77 . 70 0 .2 49.4 Vel = 0. 97 2A1 1 . 79 49. 6 K = 0 .25 PATH 10 FROM HYDRAULIC REFERENCE 1A7 TO 1A2 13. 87 0. 874 5E 16. 02 58 . 1 58 . 1 1A7 C=150 2T 29. 00 0 . 0 0 . 0 See PATH 1 13. 87 0 . 106 3S 45 . 02 4 . 8 58 .1 Vel = 7 . 49 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Clubhouse Drawing Date:5/30/2018 5/29/18 12:32 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 1A7 TO 1A2 CONTINUED 0 . 874 1T 19. 94 62 . 9 62 . 9 1A6 0=150 1S 4 . 00 0 . 0 0 . 0 13. 87 0. 106 23. 94 2 .5 62 . 9 Vel = 7 . 49 -6.35 0 . 874 2T 38 . 86 65. 4 65. 4 1A4 C=150 5S 11 . 00 0 . 0 0 .0 See PATH 11 7 .52 0. 034 49. 86 1 . 7 65.4 Vel = 4 . 06 6. 35 0. 874 3S 11. 02 67 . 1 67 .1 1A1 C=150 3. 00 0. 0 0 .0 See PATH 11 13. 87 0 . 106 14 . 02 1. 5 67 . 1 Vel = 7 . 49 1A2 13. 87 68 . 6 K = 1 . 67 PATH 11 FROM HYDRAULIC REFERENCE 1A4 TO 1A1 6. 35 0 . 874 lE 54 . 05 65. 4 65. 4 1A4 C=150 1T 14 . 00 0 . 0 0 . 0 See PATH 10 6. 35 0 . 025 7S 68 . 05 1 . 7 65. 4 Vel = 3. 43 1A1 6. 35 67 . 1 K = 0. 78 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Clubhouse Static Pres: 104.0 psi Pressure: 68.1 psi In: 0 gpm 17051 SW Appledale RD Resid. Pres: 100.0 psi Sys Flow: 66 gpm Out: 0 gpm Tigard, Oregon Flow: 1405 gpm Sys+Hose: 66 gpm Remote Area: 4 Date: 4/4/2018 Safety Pres: 35.9 psi Loc: 17051 SW Appledale Rd Hd Ely Pres: 9.8 psi 140 120 • —Supply 100 80 • 60 40 20 - 0-9.8 psi 100 150 200 250 300 350 400 450 5(