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Report (97) River Terrace East Clubhouse Drawing Date:5/30/2018 5/29/18 12:28 1 s`aA L� � C HYDRAULIC DESIGN INFORMATION SHEET E V Job Name: River Terrace East Clubhouse ��� 2 1�� Location: 17051 SW Appledale RD Tigard, Oregon CITY fIL--,,AHL) Drawing Date: 5/30/2018 Remote Area Number: � L) ) � � � Contractor: Jet Fire Protection Telephone: 503-588-526 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:Ordinary 1 System Type: DRY Area of Sprinkler Oper. 4 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0 . 150 I Make: VICTAUL Area per Sprinkler 98 . 4 sq ftl Model : V36 DRY Hose Allowance Inside 0 gpm I K-Factor: 5. 60 Hose Allowance Outside 0 gpm I Temperature Rating: 155 CALCULATION SUMMARY 4 Flowing Outlets gpm Required: 63. 6 psi Required: 67.8 @ 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: PROFkcs � �ONEF.��ow / 5A . 9P:11,1,4( wi x2GeSAIZ ' 15, 2��'� ��� 9<()'LYNN s-CPJ EXPIRES: 06-30-2018 River Terrace East Clubhouse Drawing Date:5/30/2018 5/29/18 12:28 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 64 74. 6 psi 1 1-1/2" CPVC 90 Ell 7 ' 120 1 . 610 64 1 .4 Total Loss for TO SYSTEM 1.4 psi 1 Pipe 14" PVx15 6' 150 1.598 64 0 . 6 1 Pipe 14" 40x21 1 ' 120 1. 610 64 0 . 1 1 14" Thrd Butterfly Valve Victaul 1 ' 120 1 . 610 64 0 . 1 1 Pipe 14" 40x21 1 ' 120 1 . 610 64 0 . 1 1 14" Thrd Check Valve Generic NFPA 9' 120 1 . 610 64 1.2 1 Pipe 14" 40x21 1 ' 120 1 . 610 64 0. 1 Elevation Change 8 ' 6" 3.7 Total Loss for THRU RISER 6.0 psi Hydr Ref BOR Required at AT BASE OF RISER 64 81. 9 psi 1 Pipe 4" G4x21 18 ' 120 4 . 026 64 0 . 0 1 Pipe 4" PVx20 3 ' 150 4 .230 64 0 . 0 1 Pipe 6" PVx20 624 ' 150 6. 090 64 0. 1 1 Pipe 8" DIx18 Cl 350 725 ' 140 8 . 488 64 0 . 0 Elevation Change -33' 0" -14 .3 Total Loss for THRU UNDG -14.2 psi Hydr Ref POC Required at CITY CONN 64 67.8 psi Water Source104 . 0 psi static, 100 . 0 psi residual @ 1405 gpm 64 gpm 104.0 psi SAFETY PRESSURE 36.2 psi Available Pressure of 104.0 psi Exceeds Required Pressure of 67.8 psi This is a safety margin of 36.2 psi or 35 % of Supply Maximum Water Velocity is 17 .5 fps River Terrace East Clubhouse Drawing Date:5/30/2018 5/29/18 12:28 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 12:28 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 66. 1 1A2 10 . 51 69. 0 1A3 10 . 51 73. 9 1A4 10 . 51 62 . 8 1A6 10 . 51 57 . 9 1A7 10 . 51 49. 0 2A1 20 . 67 52 . 1 2A2 20 . 67 54 . 9 2A3 20 . 67 56.2 2A4 20 . 67 52 . 3 2A5 20 . 67 50 . 0 2A6 20 . 67 51 . 9 2A7 20 . 67 51. 0 2A8 20 . 67 51. 4 2A9 20 . 67 51. 6 3A1 31 . 82 46. 5 3A2 31 . 82 46. 8 3A3 31 . 82 48 .2 201 10 . 51 10. 6 2015 10 . 09 5. 60 10 . 4 18 . 0 14 . 8 0 . 52 202 10 . 51 7 . 7 2025 10 . 09 5. 60 7 . 6 15 . 4 14 . 8 0 . 48 202A 10 . 51 9. 4 203 10 .51 7 . 7 2035 10 . 09 5. 60 7 . 6 15. 4 14 . 8 0 . 16 203A 10 . 51 9. 5 204 10 . 51 7 . 1 204S 10 . 09 5. 60 7 . 0 14 . 8 14 . 8 0 . 16 301 20 . 67 52 . 3 401A 31 . 82 47 . 0 403 31 . 82 46. 7 W 10 . 51 74 . 6 Max velocity of 17. 47 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 12:28 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 204 TO W (PRIMARY PATH) 14 . 82 1 . 049 1T 0 . 42 7 . 0 7 .0 K = 5. 60 2045 C=100 2 . 14 -0 . 2 0 . 0 14 . 82 0. 105 2 .56 0 . 3 7 . 0 Vel = 5. 55 0 . 874 1T 6. 42 7. 1 7 . 1 EqK = 5. 57 204 C=100 3 . 00 0. 0 0.0 14 . 82 0 .255 9 . 42 2 . 4 7 . 1 Vel = 8 . 00 17 .53 0. 874 1E 27 . 63 9. 5 9. 5 203A C=100 1T 9. 00 0 . 0 0 . 0 See PATH 4 AND 3 32 . 34 1 . 079 2S 36. 63 39. 5 9.5 Vel = 17 . 47 -13.20 0. 874 1T 10 . 16 49. 0 49.0 1A7 C=100 3 . 00 -4 . 4 0 . 0 See PATH 5 19. 14 0 . 409 13 . 16 5. 4 49. 0 Vel = 10 . 34 -7 . 67 0 . 874 1T 3. 67 50 . 0 50 .0 2A5 C=100 3. 00 0 . 0 0 .0 See PATH 6 11 . 47 0. 159 6. 67 1 . 1 50 . 0 Vel = 6. 19 -4 . 04 0 . 874 1T 1 . 98 51. 0 51 . 0 2A7 C=100 3 . 00 0. 0 0 . 0 See PATH 7 7 . 43 0. 071 4 . 98 0 . 4 51.0 Vel = 4 . 01 -2 . 98 0. 874 1S 4 . 80 51 . 4 51 . 4 2A8 C=100 1 . 00 0. 0 0 . 0 See PATH 9 4 . 46 0 . 028 5 . 80 0.2 51 . 4 Vel = 2 . 41 -2 . 03 0. 874 2T 45 . 53 51 . 6 51. 6 2A9 C=100 4S 10 . 00 0 . 0 0 . 0 See PATH 10 2 . 43 0 . 009 55 . 53 0 . 5 51 . 6 Vel = 1 . 31 2 . 03 0. 874 1T 4 . 42 52. 1 52. 1 2A1 C=100 3. 00 0 . 0 0 .0 See PATH 10 4 . 46 0. 028 7 . 42 0 .2 52 . 1 Vel = 2 . 41 2 . 98 0 . 874 2T 25 . 63 52 . 3 52 .3 2A4 C=100 5S 11 . 00 0. 0 0 . 0 See PATH 9 7 . 43 0. 071 36. 63 2 . 6 52 .3 Vel = 4 . 01 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Clubhouse Drawing Date:5/30/2018 5/29/18 12:28 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 204 TO W (PRIMARY PATH) 4 . 04 0 . 874 1T 5. 50 54 . 9 54 . 9 2A2 C=100 3 . 00 0 . 0 0.0 See PATH 7 11 . 47 0 . 159 8 .50 1 . 3 54 . 9 Vel = 6. 19 7 . 67 0 . 874 1E 13 . 44 56.2 56.2 2A3 C=100 1T 7 . 00 4 . 4 0 .0 See PATH 6 19. 14 0 . 409 20 . 44 8 . 4 56.2 Vel = 10 .34 13.20 0. 874 1T 1 . 54 69. 0 69.0 1A2 C=100 3 . 00 0 . 0 0 .0 See PATH 5 32 . 34 1. 079 4 . 54 4. 9 69.0 Vel = 17 . 47 31.31 1. 598 1S 6.74 73. 9 73. 9 1A3 C=150 1 . 00 0. 0 0 . 0 See PATH 2 63. 65 0. 094 7 .74 0. 7 73. 9 Vel = 10 .28 W 63. 65 74 . 6 K = 7 . 37 PATH 2 FROM HYDRAULIC REFERENCE 202 TO 1A3 15. 39 1 . 049 1T 0 .42 7 . 6 7 . 6 K = 5 . 60 202S 0=100 2 . 14 -0 .2 0 . 0 15. 39 0 . 112 2 . 56 0. 3 7 . 6 Vel = 5. 77 0 . 874 6. 42 7 .7 7 .7 EqK = 5. 56 202 0=100 0 . 00 0. 0 0 . 0 15. 39 0 .273 6. 42 1. 8 7 .7 Vel = 8 . 31 -2 . 11 0 . 874 2S 3.58 9. 4 9. 4 202A C=100 2 . 00 0. 0 0 . 0 See PATH 4 13.28 0 .208 5.58 1.2 9.4 Vel = 7 . 17 18 . 03 0 . 874 3T 46.31 10 . 6 10 . 6 EqK = 5. 55 201 0=100 7S 16. 00 0 . 0 0 .0 31 . 31 1. 016 62 .31 63. 3 10 . 6 Vel = 16. 91 1A3 31 . 31 73. 9 K = 3. 64 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Clubhouse Drawing Date:5/30/2018 5/29/18 12:28 • 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 18 . 03 1. 049 1T 0 . 42 10 . 4 10. 4 K = 5. 60 201S C=100 2 . 14 -0 .2 0 .0 18 . 03 0. 151 2 . 56 0 . 4 10 . 4 Vel = 6. 76 201 18 . 03 10. 6 K = 5. 55 PATH 3 FROM HYDRAULIC REFERENCE 203 TO 203A 15. 41 1. 049 1T 0 . 42 7 . 6 7. 6 K = 5. 60 203S C=100 2 . 14 -0 .2 0 . 0 15. 41 0 . 113 2 . 56 0. 3 7 . 6 Vel = 5. 78 0 . 874 1T 3. 58 7 . 7 7 .7 EqK = 5. 56 203 C=100 3 . 00 0 . 0 0.0 15. 41 0.274 6. 58 1 . 8 7 . 7 Vel = 8 . 32 203A 15. 41 9. 5 K = 5. 00 PATH 4 FROM HYDRAULIC REFERENCE 202A TO 203A 2 . 11 0. 874 1T 6. 43 9. 4 9. 4 202A C=100 1S 4 . 00 0 . 0 0.0 See PATH 2 2 . 11 0 . 007 10 . 43 0 . 1 9. 4 Vel = 1 . 14 203A 2 . 11 9. 5 K = 0 . 69 PATH 5 FROM HYDRAULIC REFERENCE 1A7 TO 1A2 13.20 0. 874 5E 16. 02 49. 0 49.0 1A7 C=100 1T 27 . 00 0 . 0 0 .0 See PATH 1 13.20 0. 206 4S 43 . 02 8 . 9 49. 0 Vel = 7 . 13 0. 874 1T 19. 94 57. 9 57 . 9 1A6 0=100 1S 4 . 00 0 . 0 0 .0 13.20 0.206 23. 94 4 . 9 57 . 9 Vel = 7 . 13 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Clubhouse Drawing Date:5/30/2018 5/29/18 12:28 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 1A7 TO 1A2 CONTINUED -6. 05 0 . 874 2T 38 . 86 62 . 8 62 .8 1A4 C=100 5S 11 . 00 0 . 0 0 .0 See PATH 11 7 .16 0. 066 49. 86 3. 3 62 . 8 Vel = 3. 86 6. 05 0. 874 3S 11 . 02 66. 1 66.1 1A1 C=100 3 . 00 0 . 0 0 .0 See PATH 11 13.20 0 .206 14 . 02 2 . 9 66. 1 Vel = 7 . 13 1A2 13.20 69. 0 K = 1 . 59 PATH 6 FROM HYDRAULIC REFERENCE 2A5 TO 2A3 7 . 67 0 . 874 1E 13. 13 50. 0 50 . 0 2A5 C=100 1S 5. 00 -4. 8 0 .0 See PATH 1 7 . 67 0. 075 18 . 13 1 . 4 50 . 0 Vel = 4 . 14 -3. 19 0 . 874 1T 46. 45 46. 5 46.5 3A1 C=100 10S 13. 00 0 . 0 0 .0 See PATH 8 4 . 48 0 . 028 59. 45 1.7 46.5 Vel = 2 . 42 3. 19 0. 874 2E 27 . 60 48 .2 48 .2 3A3 C=100 1T 15 . 00 4 . 8 0 .0 See PATH 8 7 . 67 0 . 075 4S 42 . 60 3.2 48 .2 Vel = 4 . 14 2A3 7 . 67 56.2 K = 1. 02 PATH 7 FROM HYDRAULIC REFERENCE 2A7 TO 2A2 4 . 04 0 . 874 4E 15. 11 51. 0 51 . 0 2A7 C=100 2T 23. 00 0. 0 0 . 0 See PATH 1 4 . 04 0. 023 1S 38 . 11 0 . 9 51 .0 Vel = 2 . 18 0 . 874 1T 12 . 12 51. 9 51 . 9 2A6 0=100 2S 5. 00 0. 0 0 . 0 4 . 04 0. 023 17 . 12 0. 4 51 .9 Vel = 2 . 18 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Clubhouse Drawing Date:5/30/2018 5/29/18 12:28 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 3E 78 . 16 52 . 3 52 . 3 301 C=100 4T 33 . 00 0 . 0 0 . 0 4 . 04 0. 023 9S 111 . 16 2 . 6 52.3 Vel = 2 . 18 2A2 4 . 04 54 . 9 K = 0 . 54 PATH 8 FROM HYDRAULIC REFERENCE 3A1 TO 3A3 3. 19 0. 874 2T 7 . 32 46. 5 46.5 3A1 C=100 1S 7 . 00 0 . 0 0 . 0 See PATH 6 3. 19 0. 015 14 . 32 0 .2 46.5 Vel = 1 . 72 0. 874 1T 1 . 73 46. 7 46. 7 403 C=100 3 . 00 0 . 0 0 . 0 3. 19 0 . 015 4 .73 0 . 1 46.7 Vel = 1 . 72 0. 874 1T 8 . 00 46. 8 46.8 3A2 C=100 3 . 00 0 . 0 0 . 0 3. 19 0. 015 11 . 00 0 .2 46. 8 Vel = 1. 72 0. 874 2E 59. 33 47 . 0 47 .0 401A C=100 3T 22 . 00 0 . 0 0 . 0 3. 19 0. 015 5S 81 . 33 1 .2 47 . 0 Vel = 1. 72 3A3 3. 19 48 . 2 K = 0. 46 PATH 9 FROM HYDRAULIC REFERENCE 2A8 TO 2A4 2 . 98 0. 874 2E 45 . 91 51. 4 51 .4 2A8 C=100 1T 20 . 00 0 . 0 0 .0 See PATH 1 2 . 98 0. 013 9S 65 . 91 0 . 9 51 . 4 Vel = 1 . 61 2A4 2 . 98 52 . 3 K = 0 . 41 PATH 10 FROM HYDRAULIC REFERENCE 2A9 TO 2A1 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Clubhouse Drawing Date:5/30/2018 5/29/18 12:28 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 2A9 TO 2A1 CONTINUED 2 . 03 0 . 874 2E 60 . 70 51 . 6 51 . 6 2A9 C=100 9S 17 . 00 0 . 0 0 . 0 See PATH 1 2 . 03 0 . 006 77 . 70 0 . 5 51 . 6 Vel = 1 . 09 2A1 2 . 03 52 . 1 K = 0 .28 PATH 11 FROM HYDRAULIC REFERENCE LA4 TO LA1 6. 05 0 . 874 1E 54 . 05 62. 8 62 . 8 1A4 C=100 1T 14 . 00 0. 0 0 . 0 See PATH 5 6. 05 0 . 049 7S 68 .05 3. 3 62 . 8 Vel = 3.27 1A1 6. 05 66. 1 K = 0 . 74 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Clubhouse Static Pres: 104.0 psi Pressure: 67.8 psi In: 0 gpm 17051 SW Appledale RD Resid. Pres: 100.0 psi Sys Flow: 64 gpm Out: 0 gpm Tigard, Oregon Flow: 1405 gpm Sys+Hose: 64 gpm Remote Area: 2 Date: 4/4/2018 Safety Pres: 36.2 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(