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Report (96) River Terrace East Builaing A Drawing Date: 6/5/2018 6/ 5/18 14 :17 HYDRAULIC DESIGN INFORMATION SHEET / WD Job Name: River Terrace East Building A JUN 12 2018 Location: 17051 SW Appledale RD Tigard, Oregon CITY OF jjG, HD Drawing Date: 6/5/2018 Remote Area Number: 1 BUILDING 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) 0 . 100 I Make: VICTAUL Area per Sprinkler 109. 3 sq ft1 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: 58.5 psi Required: 43. 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 40 Gallons Notes : ��PEo PRQFF l N Etc.619/0 29, CC' / / 54 - 9P:�,,jf / !I f 7 / u-si GI vk YN N S�P��� EXPIRES: 06-30-2020 River Terrace East Builaing A Drawing Date: 6/5/2018 6/ 5/18 14:17 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 59 51.2 psi 1 1-1/2" CPVC 90 Ell 7 ' 120 1. 610 59 1 .2 Total Loss for TO SYSTEM 1.2 psi 1 Pipe l " PVx15 6' 150 1 . 598 59 0.5 1 Pipe 1 " 40x21 1 ' 120 1 . 610 59 0 . 1 1 1 " Thrd Butterfly Valve Victaul 1 ' 120 1. 610 59 0 . 1 1 Pipe 1;" 40x21 1 ' 120 1 . 610 59 0 . 1 1 1 " Thrd Check Valve Generic NFPA 9' 120 1 . 610 59 1 . 1 1 Pipe 1k" 40x21 1 ' 120 1 . 610 59 0 . 1 Elevation Change 8 ' 6" 3.7 Total Loss for THRU RISER 5. 6 psi Hydr Ref BOR Required at AT BASE OF RISER 59 58.0 psi 1 Pipe 4" G4x21 18 ' 120 4 . 026 59 0 . 0 1 Pipe 4" PVx20 3' 150 4 .230 59 0 . 0 1 Pipe 6" PVx20 624 ' 150 6. 090 59 0 . 1 1 Pipe 8" DIxl8 Cl 350 725 ' 140 8 . 488 59 0 . 0 Elevation Change -33' 0" -14 . 3 Total Loss for THRU UNDG -14.2 psi Hydr Ref POC Required at CITY CONN 59 43. 9 psi Water Source102. 7 psi static, 98 . 7 psi residual @ 1405 gpm 59 gpm 102.7 psi SAFETY PRESSURE 58.8 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 43. 9 psi This is a safety margin of 58.8 psi or 57 % of Supply Maximum Water Velocity is 31. 6 fps River Terrace East Builaing A Drawing Date: 6/5/2018 6/ 5/18 14 :17 f 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 Builaing A Drawing Date: 6/5/2018 6/ 5/18 14 :17 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 40 . 4 1A2 10 . 51 46. 3 1A3 10 . 51 50 . 6 1A4 10 . 51 33. 6 1A5 10 . 51 15 . 6 1A6 10. 51 22 . 3 1A7 10 . 51 39. 4 2A2 20 . 67 38 . 5 2A3 20 . 67 39. 0 2A4 20 . 67 37 . 6 2A1 20 . 67 37 . 6 2A5 20 . 67 36. 8 2A6 20 . 67 37 . 5 2A7 20 . 67 37.2 2A8 20 . 67 37 . 3 2A9 20 . 67 37 . 4 3A1 31. 82 32 . 5 3A2 31 . 82 32 . 6 3A3 31 . 82 33. 0 101 10 . 51 11 . 5 1015 10 . 09 4 . 90 11 .2 16. 4 13. 0 0 . 15 102 10. 51 8 . 2 102S 10 . 09 4 . 90 8 . 0 13. 9 13 . 0 0 . 13 103 10 . 51 10 .2 1035 10 . 09 4 . 90 9. 8 15. 3 13. 0 0 . 14 104 10. 51 7 .2 104S 10 . 09 4 . 90 7 . 0 13. 0 13 . 0 0 . 12 201 10 . 51 44 . 5 202A 10 . 51 44 . 1 203A 10 . 51 43.2 301 20 . 67 37 . 6 401A 31 . 82 32 . 6 403 31. 82 32 . 5 W 10. 51 51.2 Max velocity of 31 . 60 occurs in the pipe from 1A5 TO 1A6 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 Builaing A Drawing Date: 6/5/2018 6/ 5/18 14:17 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 104 TO W (PRIMARY PATH) 12. 96 0. 874 1E 0 . 42 7 . 0 7.0 K = 4 . 90 104S C=150 4 . 00 -0 .2 0 . 0 12 . 96 0. 094 4 . 42 0 . 4 7 . 0 Vel = 7 . 00 0 . 874 1S 9. 00 7 .2 7 .2 EqK = 4 . 82 104 C=150 1 . 00 0 . 0 0.0 12 . 96 0. 094 10 . 00 0 . 9 7 .2 Vel = 7 . 00 13. 85 0. 874 1E 14 . 52 8 .2 8 .2 EqK = 4 . 85 102 C=150 2S 6. 00 0 . 0 0 .0 26. 82 0. 360 20 . 52 7 . 4 8 .2 Vel = 14 . 48 31 . 71 0 . 874 4 . 42 15. 6 15. 6 1A5 C=150 0 . 00 0 . 0 0. 0 See PATH 2 58 . 53 1. 527 4 . 42 6. 7 15. 6 Vel = 31 . 60 -29. 14 0. 874 5E 16. 02 22 . 3 22.3 1A6 C=150 4S 24 . 00 0 . 0 0 .0 See PATH 3 29. 38 0. 427 40 . 02 17 . 1 22 .3 Vel = 15. 87 -13.23 0 . 874 1T 10 . 16 39. 4 39.4 1A7 C=150 3 . 00 -4 . 4 0 . 0 See PATH 5 16. 15 0. 141 13. 16 1 . 9 39.4 Vel = 8 . 72 -6. 47 0. 874 1T 3. 67 36. 8 36. 8 2A5 C=150 3. 00 0 . 0 0.0 See PATH 6 9. 68 0. 055 6. 67 0 . 4 36. 8 Vel = 5.23 -3. 41 0 . 874 1T 1 . 98 37 .2 37 .2 2A7 C=150 3 . 00 0 . 0 0 . 0 See PATH 7 6.27 0. 025 4 . 98 0 . 1 37.2 Vel = 3. 39 -2 .51 0. 874 1S 4 . 80 37 . 3 37 .3 2A8 C=150 1 . 00 0 . 0 0.0 See PATH 9 3. 76 0. 010 5 . 80 0 . 1 37 . 3 Vel = 2 . 03 -1 . 71 0 . 874 2T 45. 53 37 . 4 37.4 2A9 C=150 4S 10 . 00 0 . 0 0 . 0 See PATH 10 2 . 05 0 . 003 55. 53 0 .2 37. 4 Vel = 1 . 11 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing A Drawing Date: 6/5/2018 6/ 5/18 14:17 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 104 TO W (PRIMARY PATH) 1 . 71 0. 874 1T 4 . 42 37 . 6 37 . 6 2A1 C=150 3. 00 0 . 0 0 .0 See PATH 10 3.76 0. 010 7 . 42 0 . 1 37 . 6 Vel = 2 . 03 2 . 51 0 . 874 2T 25 . 63 37 . 6 37 . 6 2A4 C=150 5S 11 . 00 0 . 0 0 . 0 See PATH 9 6.27 0. 025 36. 63 0 . 9 37 . 6 Vel = 3. 39 3. 41 0. 874 1T 5.50 38 . 5 38 .5 2A2 C=150 3 . 00 0 . 0 0 .0 See PATH 7 9. 68 0 . 055 8 . 50 0 . 5 38 .5 Vel = 5.23 6. 47 0 . 874 lE 13 . 44 39. 0 39. 0 2A3 C=150 1T 7 . 00 4 . 4 0 . 0 See PATH 6 16. 15 0 . 141 20 . 44 2 . 9 39. 0 Vel = 8 . 72 29. 14 0. 874 1T 1 .54 46. 3 46.3 1A2 C=150 3. 00 0 . 0 0 .0 See PATH 3 45.30 0. 951 4 .54 4 . 3 46.3 Vel = 24 . 46 13 .23 1 . 598 1S 6. 74 50. 6 50 . 6 1A3 C=150 1 .00 0 . 0 0 .0 See PATH 5 58 . 53 0. 081 7 .74 0 . 6 50 . 6 Vel = 9. 45 W 58 . 53 51.2 K = 8 . 18 13. 85 0. 874 1T 0 . 42 8 . 0 8 .0 K = 4 . 90 102S 0=150 3 . 00 -0 .2 0 . 0 13. 85 0 . 106 3 . 42 0. 4 8 . 0 Vel = 7. 48 102 13. 85 8 .2 K = 4 . 85 PATH 2 FROM HYDRAULIC REFERENCE 103 TO 1A5 15. 34 0. 874 1E 0 . 42 9. 8 9. 8 K = 4 . 90 1035 0=150 4 . 00 -0.2 0 . 0 15.34 0 . 128 4 . 42 0 . 6 9. 8 Vel = 8 .28 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) w River Terrace East Builaing A Drawing Date: 6/5/2018 6/ 5/18 14 :17 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 2 FROM HYDRAULIC REFERENCE 103 TO 1A5 CONTINUED 0. 874 1S 9. 00 10 .2 10 .2 EqK = 4 . 81 103 0=150 1 . 00 0 . 0 0.0 15.34 0. 128 10 . 00 1 . 3 10 .2 Vel = 8 .28 16.37 0 . 874 1T 5 . 33 11 . 5 11 .5 EqK = 4 . 83 101 0=150 3. 00 0 . 0 0.0 31 .71 0 . 491 8 . 33 4 . 1 11 .5 Vel = 17 . 12 1A5 31.71 15. 6 K = 8 . 04 16. 37 0. 874 1T 0 . 42 11 .2 11 .2 K = 4 . 90 1015 0=150 3 . 00 -0 .2 0 . 0 16.37 0. 145 3. 42 0 . 5 11.2 Vel = 8 . 84 101 16. 37 11 . 5 K = 4 . 83 PATH 3 FROM HYDRAULIC REFERENCE 1A6 TO 1A2 29. 14 0. 874 2T 19. 94 22 . 3 22 .3 1A6 C=150 1S 7 . 00 0 . 0 0 . 0 See PATH 1 29. 14 0. 420 26. 94 11 . 3 22.3 Vel = 15 . 74 -13.35 0. 874 2T 38 . 86 33. 6 33. 6 1A4 C=150 5S 11 . 00 0 . 0 0 . 0 See PATH 4 15. 79 0 . 135 49. 86 6. 7 33. 6 Vel = 8 . 53 13. 35 0. 874 3S 11 . 02 40 . 4 40.4 1A1 C=150 3. 00 0 . 0 0 . 0 See PATH 4 29. 14 0. 420 14 . 02 5. 9 40.4 Vel = 15. 74 1A2 29. 14 46. 3 K = 4 .28 PATH 4 FROM HYDRAULIC REFERENCE 1A4 TO 1A1 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing A Drawing Date: 6/5/2018 6/ 5/18 14 :17 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 1A4 TO 1A1 CONTINUED 13. 35 0. 874 1E 54 . 05 33. 6 33. 6 1A4 C=150 1T 14 . 00 0 . 0 0 . 0 See PATH 3 13.35 0. 099 7S 68 . 05 6.7 33. 6 Vel = 7 .21 1A1 13.35 40 . 4 K = 2 . 10 PATH 5 FROM HYDRAULIC REFERENCE 1A7 TO 1A3 13.23 0 . 874 1E 27 . 63 39. 4 39.4 1A7 C=150 1T 11 . 00 0 . 0 0 .0 See PATH 1 13.23 0. 097 4S 38 . 63 3. 8 39. 4 Vel = 7 . 14 0 . 874 1T 6. 43 43.2 43.2 203A C=150 3 . 00 0 . 0 0 . 0 13.23 0 . 097 9. 43 0 . 9 43.2 Vel = 7 . 14 0. 874 1S 3 . 58 44 . 1 44 . 1 202A C=150 1 . 00 0 . 0 0 . 0 13.23 0 . 097 4 . 58 0 . 4 44 .1 Vel = 7 . 14 0 . 874 3T 46. 31 44 . 5 44 . 5 201 C=150 7S 16. 00 0 . 0 0 .0 13.23 0. 097 62 . 31 6.1 44 .5 Vel = 7 . 14 1A3 13.23 50 . 6 K = 1 . 86 PATH 6 FROM HYDRAULIC REFERENCE 2A5 TO 2A3 6. 47 0. 874 1E 13. 13 36. 8 36.8 2A5 C=150 1S 5. 00 -4 . 8 0.0 See PATH 1 6. 47 0. 026 18 . 13 0. 5 36. 8 Vel = 3. 50 -2 . 69 0 . 874 1T 46. 45 32 . 5 32.5 3A1 C=150 10S 13. 00 0 . 0 0 . 0 See PATH 8 3.78 0 . 010 59. 45 0 . 6 32 .5 Vel = 2 . 04 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing A Drawing Date: 6/5/2018 6/ 5/18 14:17 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 2A5 TO 2A3 CONTINUED 2. 69 0 . 874 2E 27 . 60 33. 0 33. 0 3A3 C=150 1T 15. 00 4 . 8 0 . 0 See PATH 8 6. 47 0. 026 4S 42 . 60 1 . 1 33. 0 Vel = 3. 50 2A3 6. 47 39. 0 K = 1 . 04 PATH 7 FROM HYDRAULIC REFERENCE 2A7 TO 2A2 3. 41 0. 874 4E 15. 11 37 . 2 37 .2 2A7 C=150 2T 23 . 00 0 . 0 0 .0 See PATH 1 3. 41 0 . 008 1S 38 . 11 0 . 3 37 .2 Vel = 1. 84 0. 874 1T 12 . 12 37 . 5 37 .5 2A6 0=150 2S 5. 00 0 . 0 0 .0 3. 41 0 . 008 17 . 12 0 . 1 37 .5 Vel = 1. 84 0. 874 3E 78 . 16 37 . 6 37 . 6 301 0=150 4T 33. 00 0 . 0 0 . 0 3. 41 0. 008 9S 111 . 16 0 . 9 37. 6 Vel = 1 . 84 2A2 3. 41 38 . 5 K = 0 . 55 PATH 8 FROM HYDRAULIC REFERENCE 3A1 TO 3A3 2 . 69 0 . 874 2T 7 .32 32 . 5 32.5 3A1 C=150 1S 7 . 00 0 . 0 0.0 See PATH 6 2 . 69 0. 005 14 . 32 0 . 1 32 .5 Vel = 1 . 45 0 . 874 1T 1 .73 32 . 5 32 .5 403 0=150 3 . 00 0 . 0 0. 0 2 . 69 0. 005 4 . 73 0 . 0 32 .5 Vel = 1 . 45 0 . 874 1T 8 . 00 32 . 6 32 . 6 3A2 C=150 3. 00 0 . 0 0 . 0 2 . 69 0. 005 11 . 00 0 . 1 32. 6 Vel = 1 . 45 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Builaing A Drawing Date: 6/5/2018 6/ 5/18 14 :17 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 3A3 CONTINUED 0 . 874 2E 59.33 32 . 6 32 . 6 401A 0=150 3T 22 . 00 0 . 0 0 . 0 2. 69 0 . 005 5S 81 . 33 0 . 4 32 . 6 Vel = 1. 45 3A3 2. 69 33. 0 K = 0 . 47 PATH 9 FROM HYDRAULIC REFERENCE 2A8 TO 2A4 2 . 51 0 . 874 2E 45 . 91 37. 3 37 .3 2A8 C=150 1T 20 . 00 0. 0 0 . 0 See PATH 1 2 . 51 0. 005 9S 65. 91 0 . 3 37 .3 Vel = 1. 36 2A4 2 . 51 37 . 6 K = 0 . 41 PATH 10 FROM HYDRAULIC REFERENCE 2A9 TO 2A1 1 . 71 0. 874 2E 60 .70 37 . 4 37 . 4 2A9 C=150 9S 17 . 00 0 . 0 0 . 0 See PATH 1 1 . 71 0. 002 77 .70 0 . 2 37 . 4 Vel = 0 . 92 2A1 1 . 71 37 . 6 K = 0 .28 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building A Static Pres: 104.0 psi Pressure: 43.9 psi In: 0 gpm 17051 SW Appledale RD Resid. Pres: 100.0 psi Sys Flow: 59 gpm Out: 0 gpm Tigard, Oregon Flow: 1405 gpm Sys+Hose: 59 gpm Remote Area: 1 Date: 4/4/2018 Safety Pres: 58.8 psi Loc: 17051 SW Appledale Rd Hd Ely Pres: -0.2 psi 140 120 Supply 100 80 60 • 40 20 100 150 200 250 300 350 400 450 5(