Loading...
Report (108) \ coN( River Terrace East Building D Drawing Date:8/1/2018 8/ 1/18 14:41 RErikiHYDRAULIC DESIGN INFORMATION SHEET "° OCT 2 4 2018 Job Name: River Terrace East Building D Location: 13265 SW 169th Ave CITY OF €`iG. do Tigard, Oregon BUILDING DIVISION Drawing Date: 8/1/2018 Remote Area Number: 3 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. 3 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) RES I Make: VICTAUL Area per Sprinkler 340 . 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 3 Flowing Outlets gpm Required: 52.5 psi Required: 54.7 @ 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 68 Gallons Notes : PROFFS <1./ ONE ,. /0 , / 54 9P:��� •.�i" mblif0/ G. 44 g 9FY y15N S�PJ�� • N EXPIRES: 06-30-2020 River Terrace East Building D Drawing Date:8/1/2018 8/ 1/18 14:41 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 3 52 53.6 psi 1 1-1/2" CPVC 90 Ell 7 ' 120 1 . 610 52 1 . 0 Total Loss for TO SYSTEM 1.0 psi 1 Pipe 1;, " PVx15 6 ' 150 1 . 598 52 0 .4 1 Pipe 11" 40x21 1 ' 120 1 . 610 52 0 . 1 1 1k" Thrd Butterfly Valve Victaul 1 ' 120 1 . 610 52 0 . 1 1 Pipe 1; " 40x21 1 ' 120 1 . 610 52 0 . 0 1 11�" Thrd Check Valve Generic NFPA 9 ' 120 1 . 610 52 0 . 9 1 Pipe 11 " 40x21 1 ' 120 1 . 610 52 0. 1 Elevation Change 19' 11" 8 . 6 Total Loss for THRU RISER 10.2 psi Hydr Ref BOR Required at AT BASE OF RISER 52 64.7 psi 1 Pipe 4" G4x21 18 ' 120 4 . 026 52 0 . 0 1 Pipe 4" PVx20 2 ' 150 4 .230 52 0 . 0 1 Pipe 6" PVx20 89' 150 6. 090 52 0 . 0 1 Pipe 8" DIx18 Cl 350 726' 140 8 .488 52 0 . 0 Elevation Change -23 ' 3" -10 . 1 Total Loss for THRU UNDG -10.0 psi Hydr Ref POC Required at CITY CONN 52 54.7 psi Water Source102 .7 psi static, 98 .7 psi residual @ 1405 gpm 52 gpm 102.7 psi SAFETY PRESSURE 48.0 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 54.7 psi This is a safety margin of 48.0 psi or 47 % of Supply Maximum Water Velocity is 21 . 0 fps River Terrace East Building D Drawing Date:8/1/2018 8/ 1/18 14:41 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) A1 . 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 D Drawing Date:8/1/2018 8/ 1/18 14:41 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^IZ) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 1A1 9.23 43 . 4 1A2 10 . 00 49. 1 1A3 10 . 00 53 . 0 1A5 9.23 41 . 4 1A4 9.23 39. 4 1A6 10 . 00 48 . 6 1A7 9.23 40 . 6 1A8 9.23 40 .4 1A9 10 . 00 43.4 1A10 9.23 40 . 1 1All 10 . 00 39. 6 1Al2 10 . 00 38 . 6 2A4 19. 51 33.3 2A5 19. 51 33.3 2A7 19. 51 33.3 2A6 19. 51 33.3 2A2 19. 51 33.3 2A1 19. 51 33 .3 2A10 19.51 33 .3 2A8 19. 51 33 .3 2A9 19. 51 33.3 2A11 19. 51 33 .3 2Al2 19. 51 33 .3 - 3A2 29. 67 25 . 9 3A4 29. 67 22 . 0 3A1 29. 67 24 .2 - 3A10 29. 67 27 . 6 3A5 29. 67 21 . 7 3A3 29. 67 27 . 7 3A7 29. 67 16 . 0 3A6 29. 67 24 . 9 3A8 29. 67 17 . 6 3A9 29. 67 21 . 1 3A11 29. 67 24 . 6 3Al2 29. 67 24 . 6 4A1 19.51 33. 3 4A2 39.42 23 . 5 4A6 39. 42 23 .5 4A3 39 .42 23.5 4A4 39. 42 23 .5 4A5 39. 42 23 .5 103A 10 . 00 41 . 0 104A 10 . 00 42 . 1 201 19. 51 33 . 3 202 19. 51 33 . 3 203 19. 51 33 . 3 301 29. 67 13 . 6 301S 28 . 16 4 . 90 13 . 5 18 . 0 17 . 0 0 . 05 302 29. 67 12 . 4 3025 29.25 4 . 90 12 . 0 17 . 0 17 . 0 0 . 05 ' 303 29. 67 13 . 1 River Terrace East Building D Drawing Date:8/1/2018 8/ 1/18 14:41 Page 5 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^ ) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 3035 29.25 4 . 90 12 . 7 17 . 5 17 . 0 0 . 05 , 401 39. 42 23 .5 402 45 .39 20 . 9 403 39. 42 23 . 5 404 39.42 23 . 5 468 39. 42 23 . 5 469 39. 42 23 .5 474 39. 42 23.5 476 39. 42 23.5 477 39. 42 23.5 480 39. 42 23 . 4 481 39. 82 23 . 3 W 10 . 00 53 . 6 Max velocity of 21 . 04 occurs in the pipe from 3A8 TO 3A9 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 D Drawing Date:8/1/2018 8/ 1/18 14:41 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) . 17 . 00 0. 874 1T 0 . 42 12 . 0 12 . 0 K = 4 . 90 302S 0=150 3. 00 -0.2 0 . 0 17 . 00 0 . 155 3. 42 0 .5 12 . 0 Vel = 9. 18 0 . 874 1E 19. 90 12 .4 12 . 4 EqK = 4 . 83 302 0=150 3S 7 . 00 0. 0 0 . 0 8 . 86 0 . 046 26. 90 1 .2 12 . 4 Vel = 4 . 78 18 . 01 0 . 874 6. 42 13. 6 13 . 6 EqK = 4 . 88 301 0=150 0. 00 0 . 0 0 . 0 26. 87 0 .362 6. 42 2 .3 13 . 6 Vel = 14 . 51 -13. 35 0 . 874 5E 32 . 03 16. 0 16. 0 3A7 C=150 1T 25. 00 0 . 0 0 . 0 See PATH 3 13 . 51 0 . 101 2S 57 . 03 5 . 8 16. 0 Vel = 7 . 30 -5 . 78 0 . 874 3E 44 . 69 21 . 7 21 . 7 3A5 C=150 1T 23 . 00 0 . 0 0 . 0 See PATH 5 7 . 74 0 . 036 8S 67 . 69 2 . 4 21 . 7 Vel = 4 . 18 10 .34 0 . 874 iT 5. 58 24 .2 24 .2 3A1 C=150 1S 4 . 00 0 . 0 0 . 0 See PATH 4 18 . 08 0 . 174 9. 58 1 . 7 24 .2 Vel = 9. 76 4 . 77 0 . 874 1T 4 . 06 25. 9 25 . 9 3A2 C=150 3. 00 0 . 0 0 . 0 See PATH 6 22 . 85 0 .268 7 . 06 1 . 9 25 . 9 Vel = 12 . 34 2 . 10 1 . 101 1S 10 . 16 27 . 7 27 . 7 3A3 C=150 1 . 00 4 . 4 0 . 0 See PATH 8 24 . 95 0 . 102 11 . 16 1 . 1 27 . 7 Vel = 8 . 49 0. 75 1 . 101 1E 102-8 -- 33.3 33. 3 4A1 C=150 5. 00 4 .5 0 . 0 See PATH 15 25 . 70 0 . 108 15.28 1.7 33. 3 Vel = 8 .74 1 . 101 1E 7 . 40 39 .4 39. 4 1A4 0=150 1T 11 . 00 0 . 0 0 . 0 25. 70 0 . 108 1S 18 . 40 2 . 0 39. 4 Vel = 8 . 74 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building D Drawing Date:8/1/2018 8/ 1/18 14:41 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 1 FROM HYDRAULIC REFERENCE 302 TO W (PRIMARY PATH) 10 . 91 1 . 101 1E 3. 72 41 . 4 41 .4 1A5 C=150 1S 6. 00 0. 0 0 . 0 See PATH 19 36. 61 0 .208 9.72 2 . 0 41 . 4 Vel = 12 . 46 1 . 101 3E 7 . 97 43 . 4 43. 4 1A1 C=150 1T 21 . 00 -0 .3 0 . 0 36. 61 0 .208 1S 28 . 97 6. 0 43 . 4 Vel = 12 . 46 3 . 87 1 . 101 1T 9.58 49. 1 49. 1 1A2 C=150 1S 6. 00 0 . 0 0. 0 See PATH 21 40 . 48 0 .251 15 .58 3 . 9 49. 1 Vel = 13 . 77 12 . 00 1 .598 1S 7 . 00 53 . 0 53 . 0 1A3 C=150 1 . 00 0 . 0 0 . 0 See PATH 2 52 .48 0 . 066 8 . 00 0 .5 53 . 0 Vel = 8 . 48 W 52 . 48 53. 6 K = 7 . 17 18 . 01 0 . 874 1T 1 .51 13.5 13. 5 K = 4 . 90 301S 0=150 3 . 00 -0 .7 0 . 0 18 . 01 0 . 173 4 . 51 0 . 8 13 .5 Vel = 9.73 301 18 . 01 13 . 6 K = 4 . 88 PATH 2 FROM HYDRAULIC REFERENCE 302 TO 1A3 17 . 00 0 . 874 1T 0 . 42 12 . 0 12 . 0 K = 4 . 90 302S 0=150 3. 00 -0.2 0 . 0 17 . 00 0 . 155 3 . 42 0 .5 12 . 0 Vel = 9. 18 0 . 874 1E 11 .53 12 . 4 12 .4 EqK = 4 . 83 302 0=150 2S 6. 00 0 . 0 0 . 0 8 . 14 0 . 040 17 .53 0 . 7 12 . 4 Vel = 4 . 40 17 . 47 0 . 874 1E 6. 66 13. 1 13. 1 EqK = 4 . 83 303 C=150 1T 7 . 00 0 . 0 0 . 0 25 . 61 0 . 331 13 . 66 4 .5 13. 1 Vel = 13 . 83 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building D Drawing Date:8/1/2018 8/ 1/18 14:41 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 2 FROM HYDRAULIC REFERENCE 302 TO 1A3 CONTINUED . 13. 35 0 . 874 4 . 81 17 . 6 17 . 6 3A8 C=150 0 . 00 0 . 0 0 . 0 See PATH 3 38 . 96 0 .719 4 . 81 3.5 17 . 6 Vel = 21 . 04 -4 .56 0 . 874 2S 4 . 19 21 . 1 21 . 1 3A9 C=150 2 . 00 0 . 0 0 . 0 See PATH 4 34 .40 0 . 571 6. 19 3.5 21 . 1 Vel = 18 .58 -4 . 77 0 .874 2T 0 . 98 24 . 6 24 . 6 3A11 C=150 6. 00 0 . 0 0 . 0 See PATH 6 29. 63 0 .433 6. 98 3.0 24 . 6 Vel = 16. 00 -2 . 10 1 . 101 10 . 16 27 . 6 27 . 6 3A10 C=150 0 . 00 4 .4 0 . 0 See PATH 8 27 . 53 0 . 123 10 . 16 1 .2 27 . 6 Vel = 9.37 -0 .75 1 . 101 1S 9.51 33 .3 33.3 2A10 C=150 1 . 00 4 . 1 0 . 0 See PATH 15 26.78 0 . 117 10 . 51 1 .2 33 .3 Vel = 9. 11 -10 . 91 0 . 874 3T 8 . 09 38 . 6 38 . 6 1Al2 C=150 9 . 00 0 . 0 0 . 0 See PATH 19 15. 87 0 . 136 17 . 09 2 .3 38 . 6 Vel = 8 .57 0 . 874 1T 5 .58 41 . 0 41 . 0 103A 0=150 3. 00 0 . 0 0 . 0 15 . 87 0 . 136 8 .58 1 .2 41 . 0 Vel = 8 .57 0 . 874 1S 8 .51 42 . 1 42 . 1 104A 0=150 1 . 00 0 . 0 0 . 0 15. 87 0 . 136 9. 51 1 . 3 42 . 1 Vel = 8 . 57 0 . 874 4E 20-_0-2 ___ _A3.4_ 43.4 1A9 0=150 2S 18 . 00 0. 0 0.0 15 . 87 0 . 136 3S.02 5 .2 43. 4 Vel = 8 .57 -3. 87 0 . 874 2E 38 . 09 48 . 6 48 . 6 1A6 C=150 2T 16. 00 0 . 0 0 . 0 See PATH 21 12 . 00 0 . 081 2S 54 . 09 4 . 4 48 . 6 Vel = 6.48 1A3 12 . 00 53 . 0 K = 1 . 65 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building D Drawing Date:8/1/2018 8/ 1/18 14:41 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 17 .47 0 . 874 1T 0 . 42 12 .7 12 . 7 K = 4 . 90 . 303S C=150 3. 00 -0 .2 0 . 0 17 . 47 0 . 163 3. 42 0 . 6 12 .7 Vel = 9 .43 303 17 . 47 13 . 1 K = 4 . 83 PATH 3 FROM HYDRAULIC REFERENCE 3A7 TO 3A8 13 .35 0 . 874 2T 9. 61 16. 0 16. 0 3A7 C=150 1S 7 . 00 0 . 0 0 . 0 See PATH 1 13 .35 0 . 099 16. 61 1 . 6 16. 0 Vel = 7 .21 3A8 13 . 35 17 . 6 K = 3 . 18 PATH 4 FROM HYDRAULIC REFERENCE 3A9 TO 3A1 4 .56 0 . 874 1E 3S 52 .20 21 . 1 21 . 1 3A9 C=150 2T 14 . 00 0 . 0 0 . 0 See PATH 2 4 . 56 0. 014 10 66.20 0 . 9 21 . 1 Vel = 2 .46 5. 78 0 . 874 2E 22 . 95 22 . 0 22 . 0 3A4 C=150 1T 13. 00 0 . 0 0 . 0 See PATH 5 10 .34 0 . 062 2S 35. 95 2 .2 22 . 0 Vel = 5.58 3A1 10 . 34 24 .2 K = 2 . 10 PATH 5 FROM HYDRAULIC REFERENCE 3A5 TO 3A4 5. 78 0 . 874 1T 5. 74 21 . 7 21.7 3A5 C=150 2S 5. 00 0 . 0 0 . 0 See PATH 1 5 . 78 0 . 021 10 . 74 0 .2 21 . 7 Vel = 3 . 12 3A4 5 . 78 22 . 0 K = 1 .23 PATH 6 FROM HYDRAULIC REFERENCE 3A11 TO 3A2 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building D Drawing Date:8/1/2018 8/ 1/18 14:41 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 6 FROM HYDRAULIC REFERENCE 3A11 TO 3A2 CONTINUED 4 . 77 0 . 874 1S 2 . 00 24 . 6 24 . 6 3A11 C=150 1. 00 0 . 0 0 . 0 See PATH 2 4 . 77 0. 015 3 . 00 0 . 0 24 . 6 Vel = 2 .58 -2 . 12 0 . 874 1E 36. 67 24 . 6 24 . 6 3Al2 C=150 2T 16. 00 0 . 0 0 . 0 See PATH 7 2 . 65 0 . 005 6S 52 . 67 0 .3 24 . 6 Vel = 1 . 43 2 . 12 0 . 874 3E 43 . 08 24 . 9 24 . 9 3A6 C=150 1T 21 . 00 0 . 0 0 . 0 See PATH 7 4 .77 0 . 015 6S 64 . 08 0 . 9 24 . 9 Vel = 2 . 58 3A2 4 .77 25 . 9 K = 0 . 94 PATH 7 FROM HYDRAULIC REFERENCE 3Al2 TO 3A6 2 . 12 0 . 874 1E 8S 60 . 67 24 . 6 24 . 6 3Al2 C=150 2T 19. 00 0 . 0 0 . 0 See PATH 6 2 . 12 0 . 003 10 79. 67 0 . 3 24 . 6 Vel = 1 . 14 3A6 2 . 12 24 . 9 K = 0 . 42 PATH 8 FROM HYDRAULIC REFERENCE 3A10 TO 3A3 2 . 10 1 . 101 9.75 27 . 6 27 . 6 3A10 C=150 0 . 00 -4 .2 0. 0 See PATH 2 2.10 0 . 001 9. 7-5 f1.-0 27 . 6 Ve -= 0.71 0 . 874 2E 8 .58 23. 4 23 . 4 480 C=150 1T 11 . 00 0 . 0 0 . 0 2 . 10 0 . 003 19. 58 0 . 1 23. 4 Vel = 1 . 13 -0 . 99 0 . 874 2T 7 .32 23 . 5 23 .5 469 C=150 6. 00 0 . 0 0 . 0 See PATH 10 AND 9 1 . 11 0 . 001 13 .32 0 . 0 23. 5 Vel = 0 . 60 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building D Drawing Date:8/1/2018 8/ 1/18 14:41 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 PATH 8 FROM HYDRAULIC REFERENCE 3A10 TO 3A3 CONTINUED -0 . 49 1 . 101 1T 5. 59 23.5 23.5 468 C=150 5. 00 0 . 0 0 . 0 See PATH 13 0 . 62 0 . 000 10 .59 0 . 0 23 .5 Vel = 0 .21 -0.30 1 . 101 1T 10 . 00 23 . 5 23 . 5 477 C=150 1S 6. 00 0 . 0 0 . 0 See PATH 14 0 .33 0 . 000 16. 00 0 . 0 23 .5 Vel = 0 . 11 0 . 874 1E 9. 67 23 . 5 23 . 5 403 0=150 2S 6. 00 0 . 0 0 . 0 0 .33 0 . 000 15. 67 0 . 0 23.5 Vel = 0 . 18 0 . 874 1E 13.56 23 . 5 23 . 5 404 0=150 1S 5. 00 -2 . 6 0 . 0 0 . 33 0 . 000 18 .56 0 . 0 23 . 5 Vel = 0 . 18 0 . 874 12E 91 . 46 20 . 9 20 . 9 402 0=150 1T 59. 00 2 . 4 0 . 0 0 .33 0 . 000 8S 150 .46 0 . 0 20 . 9 Vel = 0 . 18 1 . 101 1S 0 . 40 23 . 3 23 .3 481 0=150 1 . 00 0 .2 0 . 0 0 .33 0 . 000 1 . 40 0 . 0 23 . 3 Vel = 0 . 11 1 . 77 1 . 101 1S 9.75 23 . 5 23.5 4A2 C=150 1 . 00 4 .2 0 . 0 See PATH 9 2 . 10 0 . 001 10 . 75 0 . 0 23 .5 Vel = 0 . 71 3A3 2 . 10 27 . 7 K = 0 . 40 PATH 9 FROM HYDRAULIC REFERENCE 469 TO 4A2 0 .55 0 . 874 1T 4 .51 23 . 5 23 . 5 469 C=150 3 . 00 0 . 0 0 . 0 See PATH 10 AND 8 0.55 0 . 000 7 .51 0 . 0 23.5 Vel = 0 .30 -0 .28 0 . 874 1T 37 . 58 23.5 23 .5 474 C=150 10 10 . 00 0 . 0 0 . 0 See PATH li 0 .28 0 . 000 6S 47 . 58 0 . 0 23 . 5 Vel = 0 . 15 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building D Drawing Date:8/1/2018 8/ 1/18 14:41 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 . PATH 9 FROM HYDRAULIC REFERENCE 469 TO 4A2 CONTINUED 0 .28 0 . 874 iT 4 . 51 23 .5 23.5 4A5 C=150 1S 4 . 00 0 . 0 0 . 0 See PATH 11 0.55 0 . 000 8 .51 0 . 0 23 .5 Vel = 0 . 30 0 . 44 0 . 874 1T 7 . 32 23 .5 23. 5 4A4 C=150 3. 00 0 . 0 0 . 0 See PATH 10 0 . 99 0 . 001 10.32 0 . 0 23 .5 Vel = 0 . 53 0.79 1 . 101 iT 16.25 23. 5 23 . 5 4A3 C=150 2S 7 . 00 0 . 0 0 . 0 See PATH 13 AND 14 1 . 77 0 . 001 23.25 0 . 0 23.5 Vel = 0 . 60 4A2 1 . 77 23 . 5 K = 0 .37 PATH 10 FROM HYDRAULIC REFERENCE 469 TO 4A4 0 .44 0 . 874 1T 37 .58 23.5 23.5 469 C=150 10 8 . 00 0 . 0 0 . 0 See PATH 8 AND 9 0 . 44 0 . 000 4S 45.58 0 . 0 23 .5 Vel = 0 .23 4A4 0 . 44 23 .5 K = 0 . 09 PATH 11 FROM HYDRAULIC REFERENCE 474 TO 4A5 0 .28 0 . 874 1T 14 .51 23. 5 23.5 474 C=150 2S 5. 00 0 . 0 0. 0 See PATH 9 0.28 4, 000 19. 51 0.0 23 .5 Vel = 0. 15 -0 . 11 0 . 874 4S 19. 58 23.5 23.5 476 C=150 4 . 00 0 . 0 0 . 0 See PATH 12 0 . 17 0 . 000 23.58 0 . 0 23 .5 Vel = 0 . 09 0 . 11 0 . 874 2T 12 . 51 23 .5 23. 5 4A6 C=150 1S 7 . 00 0 . 0 0 . 0 See PATH 12 0 .28 0 . 000 19.51 0 . 0 23 .5 Vel = 0 . 15 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building D Drawing Date:8/1/2018 8/ 1/18 14:41 ` Tyco Fire Products Page 13 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* . POINT Qt Pf/ft TOTAL Pf Pn 4A5 0 .28 23. 5 K = 0 . 06 PATH 12 FROM HYDRAULIC REFERENCE 476 TO 4A6 0. 11 0 . 874 2E 32 . 60 23.5 23 . 5 476 C=150 2T 18 . 00 0 . 0 0 . 0 See PATH 11 0. 11 0 . 000 4S 50 . 60 0 . 0 23 . 5 Vel = 0 . 06 4A6 0 . 11 23 .5 K = 0 . 02 PATH 13 FROM HYDRAULIC REFERENCE 468 TO 4A3 0 .49 1 . 101 10 37 .58 23.5 23 . 5 468 C=150 3S 4 . 50 0 . 0 0 . 0 See PATH 8 0.49 0 . 000 42 . 08 0. 0 23 . 5 Vel = 0. 17 4A3 0 . 49 23 . 5 K = 0 . 10 PATH 14 FROM HYDRAULIC REFERENCE 477 TO 4A3 0 .30 1 . 101 1T 2 . 00 23 . 5 23 . 5 477 C=150 1S 6. 00 0 . 0 0 . 0 See PATH 8 0.30 0 . 000 8 . 00 0 . 0 23 .5 Vel = 0 . 10 1 . 101 1E 41 . 18 23 . 5 23 . 5 401 0=150 1T 14 . 00 0 . 0 0 . 0 0 . 30 0 . 000 4S 55 . 18 0 . 0 23 .5 Vel = 0. 10 4A3 0 .30 23.5 K = 0 . 06 PATH 15 FROM HYDRAULIC REFERENCE 2A10 TO 4A1 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building D Drawing Date:8/1/2018 8/ 1/18 14:41 Tyco Fire Products Page 14 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn . PATH 15 FROM HYDRAULIC REFERENCE 2A10 TO 4A1 CONTINUED . 0 . 75 0 . 874 1T 0 . 98 33 . 3 33 .3 2A10 C=150 3 . 00 0 . 0 0 . 0 See PATH 2 0 . 75 0 . 000 3 . 98 0 . 0 33 .3 Vel = 0 . 40 -0 . 32 0 . 874 1T 4 .19 33 .3 33 .3 2A11 C=150 1S 4 . 00 0 . 0 0 . 0 See PATH 16 0 .43 0 . 000 8 . 19 0 . 0 33.3 Vel = 0 .23 -0 .21 0 . 874 1E 3S 52 .20 33 .3 33 . 3 2A9 C=150 2T 14 . 00 0 . 0 0. 0 See PATH 18 0 .22 0 . 000 1C 66.20 0 . 0 33 . 3 Vel = 0 . 12 0 . 874 2E 22 . 95 33 . 3 33 .3 2A4 C=150 1T 13 . 00 0 . 0 0 . 0 0 .25 0 . 000 2S 35. 95 0 . 0 33.3 Vel = 0 . 14 0 . 18 0 . 874 1T 5.58 33 .3 33.3 2A1 C=150 1S 4 .00 0 . 0 0 . 0 See PATH 18 0 . 43 0 . 000 9.58 0 . 0 33 . 3 Vel = 0 .23 0 . 32 0 . 874 1T 4 . 06 33.3 33 . 3 2A2 C=150 3. 00 0 . 0 0 . 0 See PATH 16 0 . 75 0 . 000 7 . 06 0 . 0 33 . 3 Vel = 0 .40 4A1 0 . 75 33 .3 K = 0 . 13 PATH 16 FROM HYDRAULIC REFERENCE 2A11 TO 2A2 0 . 32 0 . 874 1T 2 . 00 33 .3 33. 3 2A11 C=150 - 3.00 -- 0. 0 0 .0 See PATH 15 0 . 32 0 . 000 5 . 00 0 . 0 33. 3 Vel = 0 . 17 -0 . 14 0 . 874 1E 36. 67 33.3 33. 3 2Al2 C=150 2T 16. 00 0 . 0 0 . 0 See PATH 17 0 . 18 0 . 000 6S 52 . 67 0 . 0 33. 3 Vel = 0 . 10 0 . 14 0 . 874 3E 43 . 08 33. 3 33 . 3 2A6 C=150 1T 21 . 00 0 . 0 0 . 0 See PATH 17 0 .32 0 . 000 6S 64 . 08 0 . 0 33 . 3 Vel = 0 . 17 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building D Drawing Date:8/1/2018 8/ 1/18 14:41 • Tyco Fire Products Page 15 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 2A2 0 .32 33. 3 K = 0. 06 PATH 17 FROM HYDRAULIC REFERENCE 2Al2 TO 2A6 0 . 14 0 . 874 1E 8S 60 . 67 33 .3 33 . 3 2Al2 C=150 2T 19. 00 0 . 0 0 . 0 See PATH 16 0 . 14 0 . 000 10 79 . 67 0 . 0 33 . 3 Vel = 0 . 08 2A6 0 . 14 33 . 3 K = 0 . 02 PATH 18 FROM HYDRAULIC REFERENCE 2A9 TO 2A1 0 .21 0 . 874 1T 4 . 81 33.3 33 .3 2A9 C=150 1S 4 . 00 0 . 0 0 . 0 See PATH 15 0 .21 0 . 000 8 . 81 0 . 0 33 .3 Vel = 0 . 11 0. 874 2S 9. 61 33 . 3 33.3 2A8 C=150 2 . 00 0 . 0 0 . 0 0 . 15 0. 000 11 . 61 0 . 0 33.3 Vel = 0. 08 0 . 874 5E 32 . 03 33 . 3 33.3 2A7 0=150 3S 23 . 00 0. 0 0 . 0 0 .21 0 . 000 55 . 03 0 . 0 33 . 3 Vel = 0 . 11 0 . 874 3E 44 . 69 33 .3 33 . 3 2A5 0=150 iT 22 . 00 0 . 0 0 . 0 0 .18 0 . 000 7S 66. 69 0. 0 33 . 3 Vel = 0 . 10 2A1 0 . 18 33 . 3 K = 0 . 03 PATH 19 FROM HYDRAULIC REFERENCE 1Al2 TO 1A5 10 . 91 0 . 874 1E 4 . 04 38 . 6 38 . 6 1Al2 C=150 2T 10 . 00 0 . 0 0 . 0 See PATH 2 10 . 91 0 . 068 14 . 04 1 . 0 38 . 6 Vel = 5 . 89 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building D Drawing Date:8/1/2018 8/ 1/18 14:41 Tyco Fire Products Page 16 • HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn _ PATH 19 FROM HYDRAULIC REFERENCE 1Al2 TO 1A5 CONTINUED . 1 . 101 1E 0 .77 39. 6 39. 6 1A11 0=150 5.00 0 .3 0 .0 10 . 91 0 . 022 5.77 0 .1 39. 6 Vel = 3 . 71 1 . 101 2S 12 . 99 40 . 1 40 . 1 1A10 0=150 2 . 00 0 . 0 0 . 0 10 . 91 0 . 022 14 . 99 0 . 3 40 . 1 Vel = 3 . 71 -2 . 65 1 . 101 3S 14 .75 40 . 4 40 .4 1A8 C=150 3 . 00 0 . 0 0 . 0 See PATH 20 8 .27 0 . 013 17 . 75 0 .2 40 . 4 Vel = 2 . 81 2 . 65 1 . 101 10 30 . 42 40. 6 40 . 6 1A7 C=150 3S 4 . 50 0 . 0 0 . 0 See PATH 20 10 . 91 0 . 022 34 . 92 0 .8 40 . 6 Vel = 3. 71 1A5 10 . 91 41 . 4 K = 1 . 70 PATH 20 FROM HYDRAULIC REFERENCE 1A8 TO 1A7 2 . 65 0 . 874 2E 29.43 40 . 4 40 . 4 1A8 C=150 2T 18 . 00 0. 0 0 . 0 See PATH 19 2 . 65 0 . 005 4S 47 .43 0 .2 40 . 4 Vel = 1 . 43 1A7 2 . 65 40. 6 K = 0 .42 PATH 21 FROM HYDRAULIC REFERENCE 1A6 -TO 1A2 3 . 87 0 . 874 1E 35.68 48 . 6 48 . 6 1A6 C=150 2T 14 . 00 0 . 0 0 . 0 See PATH 2 3 . 87 0 . 010 2S 49. 68 0 . 5 48 . 6 Vel = 2 . 09 1A2 3 . 87 49. 1 K = 0 . 55 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building D Static Pres: 104.0 psi Pressure: 54.7 psi In: 0 gpm 13265 SW 169th Ave Resid. Pres: 100.0 psi Sys Flow: 52 gpm Out: 0 gpm Tigard, Oregon Flow: 1405 gpm Sys+Hose: 52 gpm Remote Area: 3 Date: 4/4/2018 Safety Pres: 48.0 psi Loc: 17051 SW Appledale Rd Hd Ely Pres: 8.3 psi 140 120 • 100 Supply 80 60 • 40 20 • 8.3 psi 100 150 200 250 300 350 400 450 5(