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Report (107) River Terrace East Building D rawing Date:8/1/2018 8/ 1/18 X14:44 .s7E HYDRAULIC DESIGN INFORMATION SHEET RE1V Job Name: River Terrace East Building D OCT 2 4 x}016 Location: 13265 SW 169th Ave -_ TY OF I Tigard, Oregon uipiNG � 'UV . Drawing Date: 8/1/2018 Remote Area Numbe : 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 1 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: 48.2 @ 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 : PRO,%, (<,\GI NEFsiO�,. / 5A . 91DrIp �i0 ����� 17' .4 � � �- G I p,�l 44/ r, ZY 15, 200 << . 9vk LYN N S ' EXPIRES: 06-30-2020 River Terrace East Building D Drawing Date:8/1/2018 8/ 1/18 14:44 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 52 47.1 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 11 " Thrd Butterfly Valve Victaul 1 ' 120 1 . 610 52 0 . 1 1 Pipe 11, " 40x21 1 ' 120 1 . 610 52 0 . 0 1 11," Thrd Check Valve Generic NFPA 9' 120 1 . 610 52 0 . 9 1 Pipe 1k" 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 58.2 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 48.2 psi Water Source102 . 7 psi static, 98 .7 psi residual @ 1405 gpm 52 gpm 102.7 psi SAFETY PRESSURE 54 .5 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 48.2 psi This is a safety margin of 54.5 psi or 53 % of Supply Maximum Water Velocity is 21 . 0 fps River Terrace East Building D Drawing Date:8/1/2018 8/ 1/18 14:44 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 Building D Drawing Date:8/1/2018 8/ 1/18 14:44 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY l (FT) (GPM/ (PSI^ ) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 1A1 9.23 36. 9 1A2 10 . 00 42 . 6 1A3 10 . 00 46. 5 1A5 9 .23 34 . 9 1A4 9.23 32 . 9 1A6 10 . 00 42 . 1 1A7 9.23 34 . 1 1A8 9.23 33 . 9 1A9 10 . 00 36. 9 1A10 9.23 33. 5 1A11 10 . 00 33 . 1 1Al2 10 . 00 32 . 1 2A4 19. 51 22 . 1 2A5 19. 51 21 . 9 2A7 19. 51 16. 0 2A6 19. 51 26.2 2A2 19. 51 26.2 2A1 19. 51 24 . 4 2A10 19. 51 26.3 2A8 19.51 17 . 6 2A9 19. 51 21 . 0 2A11 19 . 51 26. 1 2Al2 19 .51 26. 1 . 3A2 29 . 67 22 .2 3A4 29. 67 22 . 1 3A1 29. 67 22 .2 3A10 29. 67 22 . 0 3A5 29. 67 22 . 1 3A3 29. 67 22 . 3 3A7 29. 67 22 . 1 3A6 29. 67 22 . 1 3A8 29. 67 22 . 1 3A9 29. 67 22 . 1 3A11 29. 67 22 . 1 3Al2 29. 67 22 . 1 4A1 19. 51 26.8 -- 4A2 39. 42 18 . 0 4A6 39. 42 18 . 0 4A3 39. 42 18 . 0 4A4 39. 42 18 . 0 4A5 39. 42 18 . 0 103A 10 . 00 34 . 5 104A 10 . 00 35. 6 201 19. 51 13. 6 201S 17 . 88 4 . 90 13. 5 18 . 0 17 . 0 0 . 05 202 19. 51 12 .4 202S 19. 09 4 . 90 12 . 0 17 . 0 17 . 0 0 . 05 203 19. 51 13. 1 2035 19. 09 4 . 90 12 . 7 17 .5 17 . 0 0 . 05 301 29. 67 22 . 1 302 29. 67 22 . 1 River Terrace East Building D Drawing Date:8/1/2018 8/ 1/18 14:44 Page 5 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI" ) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 303 29. 67 22 . 1 401 39. 42 18 . 0 402 45 .39 15 . 4 403 39. 42 18 . 0 404 39.42 18 . 0 468 39.42 18 . 0 469 39. 42 17 . 9 474 39. 42 17 . 9 476 39. 42 18 . 0 477 39.42 18 . 0 480 39. 42 17 . 8 481 39. 82 17 . 8 W 10 . 00 47 . 1 Max velocity of 20 . 98 occurs in the pipe from 2A8 TO 2A9 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 14:44 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 202 TO W (PRIMARY PATH) . 17 . 00 0 . 874 1T 0 . 42 12 . 0 12 . 0 K = 4 . 90 202S 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 . 83 202 0=150 3S 7 . 00 0 . 0 0 . 0 8 . 88 0 . 047 26. 90 1 . 3 12 . 4 Vel = 4 . 79 18 . 04 0 . 874 6.42 13. 6 13 . 6 EqK = 4 . 88 201 0=150 0 . 00 0 . 0 0 . 0 26. 91 0 .363 6. 42 2 .3 13 . 6 Vel = 14 . 53 -13.26 0 . 874 5E 32 . 03 16. 0 16. 0 2A7 C=150 1T 25 . 00 0 . 0 0 . 0 See PATH 3 13. 65 0 . 103 2S 57 . 03 5. 9 16. 0 Vel = 7 .37 -5 .71 0 . 874 3E 44 . 69 21 . 9 21 . 9 2A5 C=150 1T 23. 00 0 . 0 0 . 0 See PATH 5 7 . 94 0 . 038 8S 67 . 69 2 . 6 21 . 9 Vel = 4 .29 10 . 65 0 . 874 1T 5 .58 24 . 4 24 . 4 2A1 C=150 1S 4 . 00 0 . 0 0 . 0 See PATH 4 18 . 60 0 . 183 9.58 1 . 8 24 . 4 Vel = 10 . 04 0 . 74 1 . 101 1T 4 . 06 26 .2 26.2 2A2 C=150 5. 00 0 . 0 0 . 0 See PATH 6 19 .34 0 . 064 9. 06 0 . 6 26.2 Vel = 6. 58 6. 41 1 . 101 lE 10 .28 26. 8 26. 8 4A1 C=150 5 . 00 4 . 5 0 . 0 See PATH 8 25 . 75 0 . 109 15 .28 1 .7 26. 8 Vel = 8 .76 1 . 101 1E _ 7 .40 32 .9- 3.2 . 9 1A4 0=150 1T 11 . 00 0 . 0 0 . 0 25 .75 0 . 109 1S 18 .40 2 .0 32 . 9 Vel = 8 .76 10 . 88 1 . 101 1E 3 .72 34 . 9 34 . 9 1A5 C=150 1S 6. 00 0. 0 0 . 0 See PATH 21 36. 64 0 .208 9. 72 2 . 0 34 . 9 Vel = 12 . 47 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building D Drawing Date:8/1/2018 8/ 1/18 14:44 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 202 TO W (PRIMARY PATH) 1 . 101 3E 7 . 97 36. 9 36. 9 1A1 0=150 1T 21 . 00 -0 .3 0 . 0 36. 64 0 .208 1S 28 . 97 6. 0 36 . 9 Vel = 12 . 47 3 . 86 1 . 101 iT 9.58 42 . 6 42 . 6 1A2 C=150 1S 6. 00 0 . 0 0 . 0 See PATH 23 40 . 50 0 .251 15. 58 3 . 9 42 . 6 Vel = 13.78 12 . 00 1 . 598 1S 7 . 00 46. 5 46. 5 1A3 C=150 1 . 00 0 . 0 0 . 0 See PATH 2 52 . 50 0 . 066 8 . 00 0 .5 46. 5 Vel = 8 .48 W 52 . 50 47 . 1 K = 7 . 65 18 . 04 0 . 874 1T 1 . 64 13 . 5 13. 5 K = 4 . 90 201S 0=150 3. 00 -0 . 7 0 . 0 18 . 04 0 . 173 4 . 64 0 . 8 13 .5 Vel = 9 .74 201 18 . 04 13 . 6 K = 4 . 88 PATH 2 FROM HYDRAULIC REFERENCE 202 TO 1A3 17 . 00 0 . 874 1T 0 .42 12 . 0 12 . 0 K = 4 . 90 202S 0=150 3. 00 -0 .2 0 . 0 17 . 00 0 . 155 3 . 42 0 . 5 12 . 0 Vel = 9. 18 0 . 874 lE 11 .53 12 . 4 12 . 4 EqK = 4 . 83 202 0=150 2S 6. 00 0 . 0 0 . 0 8 . 12 0 . 040 17 . 53 0 . 7 12 .4 Vel = 4 .39 17 .46 0 . 874 lE 6. 66 13. 1 13 . 1 EqK = 4 . 83 203 0=150 1T 7 . 00 0 . 0 0 . 0 25 .59 0 .330 13. 66 4 . 5 13. 1 Vel = 13. 82 13.26 0 . 874 4 . 81 17 . 6 17 . 6 2A8 C=150 0. 00 0 . 0 0 . 0 See PATH 3 38 . 85 0 .715 4 . 81 3 . 4 17 . 6 Vel = 20 . 98 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building D Drawing Date:8/1/2018 8/ 1/18 14:44 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 202 TO 1A3 CONTINUED _ -4 . 95 0 . 874 1T 4 . 19 21 . 0 21 . 0 2A9 C=150 2S 5. 00 0 . 0 0 . 0 See PATH 4 33. 90 0 .556 9. 19 5 . 1 21 . 0 Vel = 18 . 31 -0. 74 1 . 101 0. 98 26. 1 26. 1 2A11 C=150 0. 00 0 . 0 0 . 0 See PATH 6 33 . 16 0 . 173 0. 98 0 .2 26. 1 Vel = 11 .28 -6. 41 1 . 101 1T 9.51 26. 3 26. 3 2A10 C=150 5 . 00 4 . 1 0 . 0 See PATH 8 26. 75 0 . 117 14 .51 1 . 7 26. 3 Vel = 9. 10 -10 . 88 0 . 874 3T 8 . 09 32 . 1 32 . 1 1Al2 C=150 9. 00 0 . 0 0 . 0 See PATH 21 15 . 86 0 . 136 17 . 09 2 . 3 32 . 1 Vel = 8 .57 0 . 874 iT 5 .58 34 .5 34 .5 103A 0=150 3 . 00 0 . 0 0 . 0 15 . 86 0 . 136 8 .58 1 .2 34 .5 Vel = 8 .57 0 . 874 1S 8 . 51 35 . 6 35 . 6 104A 0=150 1 . 00 0 . 0 0 . 0 15. 86 0. 136 9. 51 1 . 3 35 . 6 Vel = 8 .57 0 . 874 4E 20 . 02 36. 9 36. 9 1A9 0=150 2S 18 . 00 0 . 0 0 . 0 15 . 86 0 . 136 38 . 02 5 .2 36. 9 Vel = 8 . 57 -3. 86 0 . 874 2E 38 . 09 42 . 1 42 . 1 1A6 C=150 2T 16. 00 0 . 0 0 . 0 See PATH 23 12 . 00 0 . 081 2S 54 . 09 4 . 4 42 . 1 Vel = 6.48 1A3 12 . 00 46 .5 K = 1 . 76 17 . 46 0 . 874 iT 0 . 42 12 . 7 12 . 7 K = 4 . 90 203S 0=150 3. 00 -0 .2 0 . 0 17 . 46 0 . 163 3 . 42 0 . 6 12 . 7 Vel = 9.43 203 17 . 46 13. 1 K = 4 . 83 PATH 3 FROM HYDRAULIC REFERENCE 2A7 TO 2A8 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building D Drawing Date:8/1/2018 8/ 1/18 14:44 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 3 FROM HYDRAULIC REFERENCE 2A7 TO 2A8 CONTINUED 13 .26 0 . 874 2T 9. 61 16. 0 16. 0 2A7 C=150 1S 7 . 00 0 . 0 0 . 0 See PATH 1 13.26 0 . 098 16. 61 1 . 6 16. 0 Vel = 7 . 16 2A8 13 .26 17 . 6 K = 3 . 16 PATH 4 FROM HYDRAULIC REFERENCE 2A9 TO 2A1 4 . 95 0 . 874 1E 3S 52 .20 21 . 0 21 . 0 2A9 C=150 2T 14 . 00 0. 0 0 . 0 See PATH 2 4 . 95 0 . 016 10 66.20 1 . 0 21 . 0 Vel = 2 . 67 5 . 71 0. 874 2E 22 . 95 22 . 1 22 . 1 2A4 C=150 1T 13 . 00 0 . 0 0 . 0 See PATH 5 10 . 65 0 . 065 2S 35. 95 2 .3 22 . 1 Vel = 5 . 75 2A1 10 . 65 24 . 4 K = 2 . 16 PATH 5 FROM HYDRAULIC REFERENCE 2A5 TO 2A4 5. 71 0 . 874 1T 5 . 74 21 . 9 21 . 9 2A5 C=150 2S 5. 00 0 . 0 0 . 0 See PATH 1 5.71 0 . 021 10 . 74 0 .2 21 . 9 Vel = 3 . 08 2A4 5. 71 22 . 1 K = 1 .21 PATH 6 FROM HYDRAULIC REFERENCE 2A11 TO 2A2 0 . 74 0 . 874 1T 2 . 00 26. 1 26. 1 2A11 C=150 3 . 00 0 . 0 0 . 0 See PATH 2 0 . 74 0 . 000 5. 00 0 . 0 26. 1 Vel = 0 . 40 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building D Drawing Date:8/1/2018 8/ 1/18 14:44 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 2A11 TO 2A2 CONTINUED . -0 .33 0 . 874 1E 36. 67 26. 1 26. 1 2Al2 C=150 2T 16. 00 0 . 0 0 . 0 See PATH 7 0 . 41 0 . 000 6S 52 . 67 0 . 0 26. 1 Vel = 0 .22 0 .33 0 . 874 3E 43.08 26.2 26.2 2A6 C=150 1T 21 . 00 0 .0 0 . 0 See PATH 7 0 . 74 0 . 000 6S 64 . 08 0 . 0 26.2 Vel = 0 . 40 2A2 0 . 74 26.2 K = 0 . 14 PATH 7 FROM HYDRAULIC REFERENCE 2Al2 TO 2A6 0 . 33 0 . 874 1E 8S 60 . 67 26. 1 26. 1 2Al2 C=150 2T 19.00 0 . 0 0 . 0 See PATH 6 0 .33 0 . 000 10 79. 67 0 .0 26. 1 Vel = 0 . 18 2A6 0 .33 26.2 K = 0 . 06 PATH 8 FROM HYDRAULIC REFERENCE 2A10 TO 4A1 6. 41 1 . 101 1T 10.16 26. 3 26 .3 2A10 C=150 5 . 00 -4 .4 0 . 0 See PATH 2 6. 41 0 . 008 15. 16 0 . 1 26. 3 Vel = 2 . 18 -2 . 99 0 . 874 1T 0 . 98 22 . 0 22 . 0 3A10 C=150 3. 00 0 . 0 0 . 0 See PATH 9 3 ._42 0 .008 3.98 0-.0 22 . 0 Vel = 1 .85 -1 . 46 0 . 874 iT 4 . 19 22 . 1 22 . 1 3A11 C=150 1S 4 . 00 0 . 0 0 . 0 See PATH 10 1 . 97 0 . 003 8 . 19 0 . 0 22 . 1 Vel = 1 . 06 -0 . 98 0 . 874 1E 3S 52 .20 22 . 1 22 . 1 3A9 C=150 2T 14 . 00 0 . 0 0 . 0 See PATH 12 0 . 99 0 . 001 10 66.20 0 . 1 22 . 1 Vel = 0 .54 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ' River Terrace East Building D Drawing Date:8/1/2018 8/ 1/18 14:44 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 2A10 TO 4A1 CONTINUED 0 . 16 0 . 874 2E 22 . 95 22 . 1 22 . 1 3A4 C=150 1T 13. 00 0 . 0 0 . 0 See PATH 14 1 . 15 0. 001 2S 35 . 95 0 . 0 22 . 1 Vel = 0 . 62 0. 82 0 . 874 1T 5.58 22 .2 22 .2 3A1 C=150 1S 4 . 00 0 . 0 0 . 0 See PATH 12 1 . 97 0 . 003 9. 58 0 . 0 22 .2 Vel = 1 . 06 1 . 46 0 . 874 iT 4 . 06 22 .2 22 .2 3A2 C=150 3. 00 0 . 0 0 . 0 See PATH 10 3 . 42 0. 008 7 . 06 0 . 1 22 .2 Vel = 1 . 85 2 . 99 1 . 101 1S 10. 16 22 .3 22 .3 3A3 C=150 1 . 00 4 . 4 0 . 0 See PATH 9 6. 41 0 . 008 11 . 16 0 . 1 22 . 3 Vel = 2 . 18 4A1 6. 41 26. 8 K = 1 .24 PATH 9 FROM HYDRAULIC REFERENCE 3A10 TO 3A3 2 . 99 1 . 101 1S 9. 75 22 . 0 22 . 0 3A10 C=150 1 . 00 -4 .2 0 . 0 See PATH 8 2 . 99 0 . 002 10 . 75 0 . 0 22 . 0 Vel = 1 . 02 0 . 874 2E 8 .58 17 . 8 17 . 8 480 C=150 1T 11 . 00 0 . 0 0. 0 2 . 99 0 . 006 19.58 0 . 1 17 . 8 Vel = 1 . 61 -1 . 41 0 . 874 2T 7 . 32 17 . 9 17 . 9 469 C=150 6. 00 0. 0 0 . 0 See PATH 16 AND 15 1 .58 0. 002 13. 32 0 . 0 17 . 9 Vel = 0 . 86 -0 . 69 1 . 101 1T 5 . 59 18 . 0 18 . 0 468 C=150 5. 00 0 . 0 0 . 0 See PATH 19 0 . 89 0 . 000 10 .59 0 . 0 18 . 0 Vel = 0 . 30 -0 . 42 1 . 101 iT 10. 00 18 . 0 18 . 0 477 C=150 1S 6. 00 0. 0 0 . 0 See PATH 20 0 . 46 0 . 000 16. 00 0 . 0 18 . 0 Vel = 0 . 16 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building D Drawing Date:8/1/2018 8/ 1/18 14:44 • 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 3A10 TO 3A3 CONTINUED 0 . 874 1E 9. 67 18 . 0 18 . 0 403 C=150 2S 6. 00 0 . 0 0 . 0 0 . 46 0 . 000 15. 67 0 . 0 18 . 0 Vel = 0 .25 0 . 874 1E 13.56 18 .0 18 . 0 404 C=150 1S 5 . 00 -2 . 6 0 . 0 0 . 46 0 . 000 18 . 56 0 . 0 18 . 0 Vel = 0 .25 0 . 874 12E 91 .46 15.4 15 . 4 402 C=150 1T 59 .00 2 . 4 0 . 0 0 .46 0 . 000 8S 150 . 46 0 . 0 15 . 4 Vel = 0 .25 1 . 101 1S 0 .40 17 . 8 17 . 8 481 C=150 1 .00 0.2 0 .0 0 .46 0 . 000 1 .40 0 . 0 17 . 8 Vel = 0 . 16 2 .53 1 . 101 1S 9.75 18 . 0 18 . 0 4A2 C=150 1 . 00 4 .2 0 . 0 See PATH 15 2 . 99 0 . 002 10 .75 0 . 0 18 . 0 Vel = 1 . 02 3A3 2 . 99 22 .3 K = 0 . 63 PATH 10 FROM HYDRAULIC REFERENCE 3A11 TO 3A2 1 .46 0 . 874 1T 2 . 00 22 . 1 22 . 1 3Ali C=150 3.00 0 . 0 0 . 0 See PATH 8 1 .46 0 . 002 5 . 00 0 . 0 22 . 1 Vel = 0 .79 -0 . 65 0 . 874 1E 36. 67 22 . 1 22 .1 3Al2 C=150 2T 16.00 --G.0 - 0 . 0 See PATH 11 0 . 81 0 . 001 6S 52 . 67 0 . 0 22. 1 Vel = 0 .44 0 . 65 0 . 874 3E 43. 08 22 . 1 22 . 1 3A6 C=150 1T 21 . 00 0 . 0 0 . 0 See PATH 11 1 .46 0 . 002 6S 64 . 08 0 . 1 22 . 1 Vel = 0 . 79 3A2 1 . 46 22 .2 K = 0 .31 PATH 11 FROM HYDRAULIC REFERENCE 3Al2 TO 3A6 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building D Drawing Date:8/1/2018 8/ 1/18 14:44 • 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 PATH 11 FROM HYDRAULIC REFERENCE 3Al2 TO 3A6 CONTINUED 0 . 65 0 . 874 1E 8S 60 . 67 22 . 1 22 . 1 3Al2 C=150 2T 19. 00 0 . 0 0 . 0 See PATH 10 0. 65 0 . 000 1C 79. 67 0. 0 22 . 1 Vel = 0 .35 3A6 0 . 65 22 . 1 K = 0 . 14 PATH 12 FROM HYDRAULIC REFERENCE 3A9 TO 3A1 0 . 98 0 . 874 1S 4 . 81 22 . 1 22 . 1 3A9 C=150 1 . 00 0 . 0 0 . 0 See PATH 8 0 . 98 0 . 001 5 . 81 0 . 0 22 . 1 Vel = 0 . 53 -0 .30 0 . 874 1T 9. 61 22 . 1 22 . 1 3A8 C=150 2S 5. 00 0 . 0 0 . 0 See PATH 13 0 . 68 0 . 000 14 . 61 0 . 0 22 . 1 Vel = 0 . 37 0 .30 0 . 874 5E 32 . 03 22 . 1 22 . 1 3A7 C=150 2S 22 . 00 0. 0 0 . 0 See PATH 13 0. 98 0 . 001 54 . 03 0 . 0 22 . 1 Vel = 0.53 -0 . 16 0. 874 3E 44 . 69 22 . 1 22 . 1 3A5 C=150 1T 23. 00 0. 0 0 . 0 See PATH 14 0. 82 0 . 001 8S 67 . 69 0 . 0 22 . 1 Vel = 0 . 44 3A1 0 . 82 22 .2 K = 0 . 17 PATH 13 FROM HYDRAULIC REFERENCE 3A8 TO 3A7 0.30 0 . 874 1E 6. 66 22 . 1 22 . 1 3A8 C=150 1T 8 . 00 0 . 0 0 . 0 See PATH 12 0 . 30 0 . 000 1S 14 . 66 0 . 0 22 . 1 Vel = 0 . 16 0 . 874 1E 11 . 53 22 . 1 22 . 1 303 0=150 2S 6. 00 0 . 0 0 . 0 0 . 30 0 . 000 17 .53 0 . 0 22 . 1 Vel = 0 . 16 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building D Drawing Date:8/1/2018 8/ 1/18 14:44 • 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 13 FROM HYDRAULIC REFERENCE 3A8 TO 3A7 CONTINUED _ 0 . 874 1E 19. 90 22 .1 22 . 1 302 0=150 3S 7 . 00 0 . 0 0 . 0 0 .30 0 . 000 26. 90 0. 0 22 . 1 Vel = 0 .16 0 . 874 1T 6. 42 22 . 1 22 . 1 301 C=150 3. 00 0. 0 0 . 0 0 . 30 0 . 000 9 .42 0 . 0 22 . 1 Vel = 0 . 16 3A7 0 .30 22 . 1 K = 0 . 06 PATH 14 FROM HYDRAULIC REFERENCE 3A5 TO 3A4 0 . 16 0 . 874 1T 5.74 22 . 1 22 . 1 3A5 C=150 2S 5. 00 0 . 0 0 . 0 See PATH 12 0 . 16 0 . 000 10 . 74 0 . 0 22 . 1 Vel = 0 . 09 3A4 0 . 16 22 . 1 K = 0 . 03 PATH 15 FROM HYDRAULIC REFERENCE 469 TO 4A2 0 .79 0 . 874 1T 4 . 51 17 . 9 17 . 9 469 C=150 3 . 00 0. 0 0 . 0 See PATH 16 AND 9 0 . 79 0 . 001 7 .51 0 . 0 17 . 9 Vel = 0 . 42 -0 . 39 0 . 874 iT 37 . 58 17 . 9 17 . 9 474 C=150 10 10 . 00 0 . 0 0 . 0 See PATH 17 0 .39 0 .000 6S 47. 58----- 0.0-- - 17 . 9 Vel = 0.21 0 . 39 0 . 874 iT 4 .51 18 . 0 18 . 0 4A5 C=150 1S 4 . 00 0 . 0 0 . 0 See PATH 17 0 . 79 0 . 001 8 . 51 0 . 0 18 . 0 Vel = 0 .42 0 . 62 0 . 874 1T 7 . 32 18 . 0 18 . 0 4A4 C=150 3. 00 0 . 0 0 . 0 See PATH 16 1 . 41 0 . 002 10 .32 0 . 0 18 . 0 Vel = 0 .76 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building D Drawing Date:8/1/2018 8/ 1/18 14:44 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 PATH 15 FROM HYDRAULIC REFERENCE 469 TO 4A2 CONTINUED 1 . 12 1 . 101 1T 16.25 18 . 0 18 . 0 4A3 C=150 2S 7 . 00 0 . 0 0 . 0 See PATH 19 AND 20 2 .53 0. 001 23.25 0 . 0 18 . 0 Vel = 0 . 86 4A2 2 . 53 18 . 0 K = 0 . 60 PATH 16 FROM HYDRAULIC REFERENCE 469 TO 4A4 0 . 62 0 . 874 1T 37 .58 17 . 9 17 . 9 469 C=150 10 8 . 00 0 . 0 0 . 0 See PATH 9 AND 15 0 . 62 0 . 000 4S 45 .58 0 . 0 17 . 9 Vel = 0 .33 4A4 0. 62 18 . 0 K = 0 . 15 PATH 17 FROM HYDRAULIC REFERENCE 474 TO 4A5 0.39 0 . 874 iT 14 .51 17 . 9 17 . 9 474 C=150 2S 5. 00 0 . 0 0 . 0 See PATH 15 0 .39 0 . 000 19. 51 0 . 0 17 . 9 Vel = 0 .21 -0 . 16 0 . 874 4S 19.58 18 . 0 18 . 0 476 C=150 4 . 00 0 . 0 0 . 0 See PATH 18 0 .24 0 . 000 23 .58 0 . 0 18 . 0 Vel = 0 . 13 0. 16 0 . 874 2T 12 . 51 18 . 0 18 . 0 4A6 C=150 1S 7 . 00 0 . 0 0 . 0 See PATH 18 0 .39 0. 000 19 .51 0 . 0 18 . 0 Vel = 0 .21 4A5 0 . 39 18 . 0 K = 0 . 09 PATH 18 FROM HYDRAULIC REFERENCE 476 TO 4A6 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building D Drawing Date:8/1/2018 8/ 1/18 14:44 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 18 FROM HYDRAULIC REFERENCE 476 TO 4A6 CONTINUED . 0 . 16 0 . 874 2E 32 . 60 18 . 0 18 . 0 476 C=150 2T 18 . 00 0 . 0 0 . 0 See PATH 17 0 . 16 0 . 000 4S 50 . 60 0 .0 18 . 0 Vel = 0 . 08 4A6 0 .16 18 . 0 K = 0 . 04 PATH 19 FROM HYDRAULIC REFERENCE 468 TO 4A3 0 . 69 1 . 101 10 37 .58 18 . 0 18 .0 468 C=150 3S 4 . 50 0 . 0 0 . 0 See PATH 9 0 . 69 0 . 000 42 . 08 0 . 0 18 . 0 Vel = 0 .24 4A3 0 . 69 18 . 0 K = 0 . 16 PATH 20 FROM HYDRAULIC REFERENCE 477 TO 4A3 0 . 42 1 . 101 1T 2 . 00 18 . 0 18 . 0 477 C=150 1S 6. 00 0 . 0 0 . 0 See PATH 9 0 . 42 0 . 000 8 . 00 0 . 0 18 . 0 Vel = 0 .14 1 . 101 lE 41 . 18 18 . 0 18 . 0 401 0=150 1T 14 . 00 0 . 0 0 . 0 0 . 42 0 . 000 4S 55 . 18 0 . 0 18 . 0 Vel = 0 . 14 4A3 0 . 42 18 . 0 K = 0 . 10 PATH 21 FROM HYDRAULIC REFERENCE 1Al2 TO 1A5 10 . 88 0 . 874 1E 4 . 04 32 . 1 32 . 1 1Al2 C=150 2T 10 . 00 0 . 0 0 . 0 See PATH 2 10 . 88 0 . 068 14 . 04 1 . 0 32 . 1 Vel = 5 . 88 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) " River Terrace East Building D Drawing Date:8/1/2018 8/ 1/18 14:44 Tyco Fire Products Page 17 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 21 FROM HYDRAULIC REFERENCE 1Al2 TO 1A5 CONTINUED 1 . 101 1E 0 . 77 33 . 1 33. 1 1A11 0=150 5. 00 0 . 3 0. 0 10 . 88 0 . 022 5. 77 0 . 1 33 . 1 Vel = 3. 70 1 . 101 2S 12 . 99 33.5 33 . 5 1A10 0=150 2 . 00 0. 0 0 . 0 10. 88 0 . 022 14 . 99 0.3 33. 5 Vel = 3 . 70 -2 . 64 1 . 101 3S 14 . 75 33 . 9 33. 9 1A8 C=150 3 . 00 0 . 0 0. 0 See PATH 22 8 .24 0. 013 17 . 75 0 .2 33. 9 Vel = 2 . 81 2 . 64 1 . 101 10 30 . 42 34 . 1 34 . 1 1A7 C=150 3S 4 . 50 0 . 0 0 . 0 See PATH 22 10 . 88 0 . 022 34 . 92 0 . 8 34 . 1 Vel = 3. 70 lA5 10 . 88 34 . 9 K = 1 . 84 PATH 22 FROM HYDRAULIC REFERENCE 1A8 TO 1A7 2 . 64 0. 874 2E 29. 43 33 . 9 33. 9 1A8 C=150 2T 18 . 00 0 . 0 0. 0 See PATH 21 2 . 64 0 . 005 4S 47 . 43 0 .2 33 . 9 Vel = 1 . 43 1A7 2 . 64 34 . 1 K = 0 . 45 PATH 23 FROM HYDRAULIC REFERENCE 1A6 TO 1A2 3. 86 0 . 874 1E 35. 68 42 . 1 42 . 1 1A6 C=150 2T 14 . 00 0 . 0 0. 0 See PATH 2 3. 86 0 . 010 2S 49. 68 0 . 5 42 . 1 Vel = 2 . 08 1A2 3. 86 42 . 6 K = 0 . 59 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building D Static Pres: 104.0 psi Pressure: 48.2 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: 2 Date: 4/4/2018 Safety Pres: 54.5 psi Loc: 17051 SW Appledale Rd Hd Ely Pres: 3.9 psi 140 120 • Supply 100 80 60 • 40 20 1 0-3.9 psi " 1 100 150 200 250 300 350 400 450 5(