Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Report (93)
savtA— iF,}Lc l River Terrace East Clubhouse Drawing Date:5/30/2018 5/30/18 12: 8 HYDRAULIC DESIGN INFORMATION SHEET Job Name: River Terrace East Clubhouse RECEIVED Location: 17051 SW Appledale RD Tigard, Oregon Drawing Date: 5/30/2018 Remote Area Number: 3 JUN 12 2018 Contractor: Jet Fire Protection Telephone: 503-588-5262 , - 1935 Silverton RD NE CITY Or = 61 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 1 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 1 Temperature Rating: 155 CALCULATION SUMMARY 4 Flowing Outlets gpm Required: 70.3 psi Required: 80.3 @ 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 : �,EO PR 0%, ,§0t, INEc %�9 / 54 - 9P:1 4/ 4.1 i•1 .4 �i/ op. G• IAI 1`, �Z y 15, 2po3 << 44/ '9ckLYNN S�PJ EXPIRES: 06-30-2018 River Terrace East Clubhouse Drawing Date:5/30/2018 5/30/18 12: 8 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 3 70 86.4 psi 1 1-1/2" CPVC 90 Ell 7 ' 120 1 . 610 70 1. 6 Total Loss for TO SYSTEM 1. 6 psi 1 Pipe l " PVxl5 6' 150 1 .598 70 0 . 7 1 Pipe 1 " 40x21 1 ' 120 1 . 610 70 0 .2 1 l " Thrd Butterfly Valve Victaul 1 ' 120 1 . 610 70 0 .2 1 Pipe l " 40x21 l' 120 1. 610 70 0 . 1 1 l;" Thrd Check Valve Generic NFPA 9' 120 1 . 610 70 1 . 5 1 Pipe 1 " 40x21 1 ' 120 1 . 610 70 0 .2 Elevation Change 8 ' 6" 3.7 Total Loss for THRU RISER 6.4 psi Hydr Ref BOR Required at AT BASE OF RISER 70 94.4 psi 1 Pipe 4" G4x21 18 ' 120 4 . 026 70 0. 0 1 Pipe 4" PVx20 3' 150 4 .230 70 0 . 0 1 Pipe 6" PVx20 624 ' 150 6. 090 70 0 . 1 1 Pipe 8" DIx18 Cl 350 725' 140 8 . 488 70 0 . 0 Elevation Change -33' 0" -14 . 3 Total Loss for THRU UNDG -14.1 psi Hydr Ref POC Required at CITY CONN 70 80.3 psi Water Source104 . 0 psi static, 100 . 0 psi residual @ 1405 gpm 70 gpm 104.0 psi SAFETY PRESSURE 23.7 psi Available Pressure of 104.0 psi Exceeds Required Pressure of 80.3 psi This is a safety margin of 23.7 psi or 23 % of Supply Maximum Water Velocity is 29. 1 fps River Terrace East Clubhouse Drawing Date:5/30/2018 5/30/18 12: 8 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 5/30/18 12: 8 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 78 . 0 1A2 10 . 51 79. 5 1A3 10 . 51 85. 5 1A4 10 . 51 76.2 1A6 10 . 51 73. 5 1A7 10. 51 68 . 4 2A1 20 . 67 53. 9 2A2 20 . 67 55. 5 2A3 20 . 67 60 . 0 2A4 20 . 67 54 . 0 2A5 20 . 67 57 . 9 2A6 20 . 67 20 . 1 2A7 20 . 67 53. 5 2A8 20. 67 53. 6 2A9 20. 67 53. 7 3A1 31 . 82 53. 5 3A2 31 . 82 53. 6 3A3 31 . 82 54 . 1 201 10 . 51 76. 4 202A 10 . 51 75.7 203A 10 . 51 74 . 3 301 20 . 67 20 .2 3015 19. 16 4 . 90 19. 8 21 . 8 13. 0 0 . 08 302 21 . 70 7 . 4 302S 21 . 70 4 . 90 7 . 0 13. 0 13 . 0 0 . 05 302A 20 . 67 8 . 5 303 20 . 67 17 .7 3035 20 .25 4 . 90 17 . 1 20 . 3 13. 0 0 . 08 304 20 . 67 10. 0 3045 20 .25 4 . 90 9. 7 15. 3 13 . 0 0 . 06 401A 31 . 82 53. 7 403 31 . 82 53. 6 W 10 . 51 86. 4 Max velocity of 29. 09 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 5/30/18 12: 8 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 302 TO W (PRIMARY PATH) 13. 00 0. 874 1E 0 . 01 7 . 0 7.0 K = 4 . 90 302S 0=150 4 . 00 -0 . 0 0 .0 13. 00 0 . 094 4 . 01 0. 4 7 .0 Vel = 7 . 02 0. 874 6. 32 7 . 4 7 . 4 EqK = 4 . 77 302 0=150 0 . 00 0 . 4 0 . 0 13. 00 0. 094 6. 32 0 . 6 7 .4 Vel = 7 . 02 0 . 874 3E 3.29 8 . 5 8 . 5 302A 0=150 1S 13. 00 0 . 0 0 . 0 13. 00 0. 094 16.29 1 . 5 8 . 5 Vel = 7 . 02 15. 30 0 . 874 1E 14 .24 10 . 0 10.0 EqK = 4 . 84 304 0=150 1S 5. 00 0 . 0 0 .0 28 . 30 0. 398 19.24 7 . 7 10 .0 Vel = 15.28 20 .26 0. 874 2 .23 17 .7 17 .7 EqK = 4 . 82 303 0=150 0 . 00 0 . 0 0 . 0 48 . 56 1 . 081 2 .23 2 . 4 17 .7 Vel = 26.22 -3.26 0 . 874 4E 15. 11 20 . 1 20 .1 2A6 C=150 1T 20 . 00 0 . 0 0 .0 See PATH 3 45.30 0. 951 1S 35. 11 33. 4 20 . 1 Vel = 24 . 46 -8 . 10 0 . 874 1T 3. 67 53. 5 53.5 2A7 C=150 3. 00 0 . 0 0.0 See PATH 4 37.20 0. 660 6. 67 4 . 4 53.5 Vel = 20 . 09 -6. 41 0. 874 1T 10 . 16 57 . 9 57 . 9 2A5 C=150 3 . 00 4 . 4 0 . 0 See PATH 7 30 . 78 0 . 465 13 . 16 6. 1 57 . 9 Vel = 16. 62 -14 . 31 0. 874 1E 27 . 63 68 . 4 68 .4 1A7 C=150 2T 13. 00 0 . 0 0 .0 See PATH 9 16. 47 0. 146 3S 40 . 63 5. 9 68 . 4 Vel = 8 . 90 0 . 874 1T 6. 43 74 . 3 74 .3 203A 0=150 3. 00 0 . 0 0.0 16. 47 0. 146 9. 43 1. 4 74 .3 Vel = 8 . 90 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Clubhouse Drawing Date:5/30/2018 5/30/18 12: 8 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 302 TO W (PRIMARY PATH) 0 . 874 1S 3 . 58 75. 7 75.7 202A C=150 1 . 00 0 . 0 0 . 0 16. 47 0 . 146 4 .58 0 .7 75.7 Vel = 8 . 90 0 . 874 3T 46.31 76. 4 76. 4 201 C=150 7S 16. 00 0 . 0 0 . 0 16. 47 0 . 146 62 .31 9. 1 76. 4 Vel = 8 . 90 53. 86 1. 598 1S 6. 74 85. 5 85.5 1A3 C=150 1 . 00 0 . 0 0 .0 See PATH 2 70 . 34 0. 114 7 . 74 0 . 9 85.5 Vel = 11 . 36 W 70 . 34 86. 4 K = 7. 57 15.30 0. 874 1T 0 . 42 9. 7 9.7 K = 4 . 90 304S C=150 3. 00 -0 .2 0 . 0 15.30 0. 128 3. 42 0 . 4 9.7 Vel = 8 .26 304 15.30 10 . 0 K = 4 . 84 20 .26 0. 874 iT 0 . 42 17 . 1 17 . 1 K = 4 . 90 303S C=150 3. 00 -0 .2 0.0 20 .26 0.215 3. 42 0 . 7 17 . 1 Vel = 10 . 94 303 20 .26 17 . 7 K = 4 . 82 PATH 2 FROM HYDRAULIC REFERENCE 301 TO 1A3 21 . 78 0. 874 1T 1 . 51 19. 8 19.8 K = 4 . 90 301S C=150 3 . 00 -0 . 7 0 .0 21 . 78 0.245 4 . 51 1 . 1 19.8 Vel = 11 . 76 0. 874 3E 78 . 16 20 .2 20 .2 EqK = 4 . 85 301 C=150 4T 33 . 00 0 . 0 0 .0 25. 04 0. 317 9S 111 . 16 35. 3 20 .2 Vel = 13. 52 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Clubhouse Drawing Date:5/30/2018 5/30/18 12: 8 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 301 TO LA3 CONTINUED 8 . 10 0. 874 1T 5.50 55. 5 55.5 2A2 C=150 3 . 00 0 . 0 0 . 0 See PATH 4 33. 14 0 . 533 8 . 50 4 . 5 55.5 Vel = 17 . 90 6. 41 0 . 874 1E 13. 44 60. 0 60 .0 2A3 C=150 1T 7 . 00 4 . 4 0.0 See PATH 7 39.55 0. 740 20 . 44 15. 1 60 .0 Vel = 21. 36 14 . 31 0 . 874 1T 1 . 54 79. 5 79. 5 1A2 C=150 3. 00 0. 0 0 . 0 See PATH 9 53. 86 1. 309 4 .54 5. 9 79.5 Vel = 29. 09 1A3 53. 86 85. 5 K = 5. 83 PATH 3 FROM HYDRAULIC REFERENCE 2A6 TO 301 3.26 0 . 874 1T 12 . 12 20 . 1 20 . 1 2A6 C=150 3S 6. 00 0 . 0 0 . 0 See PATH 1 3.26 0. 007 18 . 12 0. 1 20 . 1 Vel = 1 . 76 301 3.26 20 .2 K = 0. 73 21.78 0. 874 1T 1 .51 19. 8 19.8 K = 4 . 90 301S 0=150 3 . 00 -0 . 7 0.0 21 . 78 0 .245 4 . 51 1 . 1 19.8 Vel = 11. 76 301 21.78 20.2 K = 4 . 85 PATH 4 FROM HYDRAULIC REFERENCE 2A7 TO 2A2 8 . 10 0 . 874 1S 1 . 98 53. 5 53.5 2A7 C=150 1 . 00 0 . 0 0 .0 See PATH 1 8 . 10 0 . 039 2 . 98 0 . 1 53.5 Vel = 4 . 38 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Clubhouse Drawing Date:5/30/2018 5/30/18 12: 8 + 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 2A7 TO 2A2 CONTINUED -3.25 0. 874 1S 4 . 80 53. 6 53. 6 2A8 C=150 1 . 00 0 . 0 0 . 0 See PATH 5 4 . 86 0. 015 5 . 80 0 . 1 53. 6 Vel = 2 . 62 -2 .21 0 . 874 2T 45 . 53 53. 7 53.7 2A9 C=150 4S 10 . 00 0 . 0 0 . 0 See PATH 6 2 . 65 0 . 005 55. 53 0 . 3 53.7 Vel = 1. 43 2 .21 0. 874 1T 4 . 42 53. 9 53. 9 2A1 C=150 3. 00 0 . 0 0 . 0 See PATH 6 4 . 86 0. 015 7 . 42 0 . 1 53. 9 Vel = 2 . 62 3.25 0. 874 2T 25. 63 54 . 0 54 .0 2A4 C=150 5S 11 . 00 0 . 0 0 .0 See PATH 5 8 . 10 0. 039 36. 63 1 . 4 54 .0 Vel = 4 . 38 2A2 8 . 10 55. 5 K = 1 . 09 PATH 5 FROM HYDRAULIC REFERENCE 2A8 TO 2A4 3.25 0 . 874 2E 45 . 91 53. 6 53. 6 2A8 C=150 1T 20 . 00 0 . 0 0 . 0 See PATH 4 3.25 0. 007 9S 65 . 91 0. 5 53. 6 Vel = 1 . 75 2A4 3.25 54 . 0 K = 0 . 44 PATH 6 FROM HYDRAULIC REFERENCE 2A9 TO 2A1 2 .21 0. 874 2E 60 . 70 53. 7 53.7 2A9 C=150 9S 17 . 00 0. 0 0 . 0 See PATH 4 2 .21 0. 004 77 . 70 0. 3 53. 7 Vel = 1 . 19 2A1 2 .21 53. 9 K = 0 . 30 PATH 7 FROM HYDRAULIC REFERENCE 2A5 TO 2A3 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Clubhouse Drawing Date:5/30/2018 5/30/18 12: 8 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 2A5 TO 2A3 CONTINUED 6. 41 0 . 874 1E 13 . 13 57 . 9 57 . 9 2A5 C=150 1T 7 . 00 -4 . 8 0 . 0 See PATH 1 6. 41 0 . 026 20 . 13 0 . 5 57 . 9 Vel = 3. 46 -2 . 67 0. 874 1T 46 . 45 53. 5 53. 5 3A1 C=150 10S 13. 00 0 . 0 0 . 0 See PATH 8 3. 75 0 . 009 59. 45 0 . 6 53.5 Vel = 2 . 02 2 . 67 0. 874 2E 27 . 60 54 . 1 54 . 1 3A3 C=150 1T 15. 00 4 . 8 0 . 0 See PATH 8 6. 41 0. 026 4S 42 . 60 1 . 1 54 . 1 Vel = 3. 46 2A3 6. 41 60 . 0 K = 0 . 83 PATH 8 FROM HYDRAULIC REFERENCE 3A1 TO 3A3 2 . 67 0 . 874 2T 7 .32 53. 5 53.5 3A1 C=150 1S 7 . 00 0 . 0 0 . 0 See PATH 7 2 . 67 0. 005 14 . 32 0 . 1 53.5 Vel = 1 . 44 0 . 874 1T 1 . 73 53. 6 53. 6 403 C=150 3 . 00 0 . 0 0 . 0 2 . 67 0. 005 4 . 73 0 . 0 53. 6 Vel = 1 . 44 0. 874 1T 8 . 00 53. 6 53 . 6 3A2 C=150 3 . 00 0 . 0 0 . 0 2 . 67 0 . 005 11 . 00 0. 1 53. 6 Vel = 1 . 44 0. 874 2E 59. 33 53. 7 53 .7 401A C=150 3T 22 . 00 0 . 0 0 . 0 2. 67 0 . 005 5S 81 .33 0 . 4 53.7 Vel = 1 . 44 3A3 2 . 67 54 . 1 K = 0 . 36 PATH 9 FROM HYDRAULIC REFERENCE 1A7 TO 1A2 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Clubhouse Drawing Date:5/30/2018 5/30/18 12: 8 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 9 FROM HYDRAULIC REFERENCE 1A7 TO 1A2 CONTINUED 14 .31 0. 874 5E 16. 02 68 . 4 68 .4 1A7 C=150 2T 29. 00 0 . 0 0 .0 See PATH 1 14 .31 0. 113 3S 45.02 5. 1 68 . 4 Vel = 7 .73 0 . 874 1T 19. 94 73. 5 73. 5 1A6 C=150 1S 4 . 00 0. 0 0 . 0 14 . 31 0 . 113 23. 94 2. 7 73. 5 Vel = 7. 73 -6. 55 0. 874 2T 38 . 86 76.2 76.2 1A4 C=150 5S 11 . 00 0 . 0 0 .0 See PATH 10 7 . 75 0. 036 49. 86 1 . 8 76.2 Vel = 4 . 19 6. 55 0. 874 3S 11 . 02 78 . 0 78 .0 1A1 C=150 3 . 00 0 . 0 0 .0 See PATH 10 14 . 31 0. 113 14 . 02 1 . 6 78 .0 Vel = 7 . 73 1A2 14 . 31 79. 5 K = 1 . 60 PATH 10 FROM HYDRAULIC REFERENCE 1A4 TO 1A1 6. 55 0 . 874 1E 54 . 05 76.2 76.2 1A4 C=150 1T 14 . 00 0. 0 0 .0 See PATH 9 6. 55 0. 027 7S 68 . 05 1 . 8 76.2 Vel = 3. 54 1A1 6.55 78 . 0 K = 0. 74 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Clubhouse Static Pres: 104.0 psi Pressure: 80.3 psi In: 0 gpm 17051 SW Appledale RD Resid. Pres: 100.0 psi Sys Flow: 70 gpm Out: 0 gpm Tigard, Oregon Flow: 1405 gpm Sys+Hose: 70 gpm Remote Area: 3 Date: 4/4/2018 Safety Pres: 23.7 psi Loc: 17051 SW Appledale Rd Hd Ely Pres: 4.8 psi 140 120 • Supply 100 80 • 60 40 20 •-4.8 psi 100 150 200 250 300 350 400 450 5(