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Report (110)
1 15- \ 4 SVC q.C,ct-tkr\ . River Terrace East Building D Drawing Date:8/1/2018 8/6441-,t , ,5 rim_ I HYDRAULIC DESIGN INFORMATION SHEET OCT 24 ;i: Job Name: River Terrace East Building D Location: 13265 SW 169th Ave CITY or Tigard, Oregon Drawing Date: 8/1/2018 Remote Area Number: 1 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:Ordinary 1 System Type:WET Area of Sprinkler Oper. 4 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0 . 150 I Make: VICTAUL Area per Sprinkler 100 . 7 sq ftj Model: V36 DRY Hose Allowance Inside 0 gpm 1 K-Factor: 5. 60 Hose Allowance Outside 0 gpm 1 Temperature Rating: 155 CALCULATION SUMMARY 4 Flowing Outlets gpm Required: 62.6 psi Required: 35.8 @ 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 -3 ' 0" Model: Location: 17051 SW Appledale Rd Source of Information: City of Tigard Public Works SYSTEM VOLUME 68 Gallons Notes: < D PROA-6, � ��GINEF�s�4� 5• 9P;S/,��/ dwell v Go SRI • 7 ' 15, 20°- <<< 9&cyLYNN 01/4 • EXPIRES: 06-30-2020 River Terrace East Building D Drawing Date:8/1/2018 8/ 1/18 14:45 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 63 33.7 psi 1 1-1/2" CPVC 90 Ell 7 ' 120 1 . 610 63 1 .3 Total Loss for TO SYSTEM 1.3 psi 1 Pipe 1W" PVx15 6 ' 150 1 . 598 63 0.5 1 Pipe 11 " 40x21 1 ' 120 1 . 610 63 0 . 1 1 111" Thrd Butterfly Valve Victaul 1 ' 120 1 . 610 63 0 . 1 1 Pipe 1k" 40x21 1 ' 120 1 . 610 63 0 . 1 1 Thrd Check Valve Generic NFPA 9 ' 120 1 . 610 63 1 .2 1 Pipe 1k" 40x21 1 ' 120 1 . 610 63 0 . 1 Elevation Change 19 ' 11" 8 . 6 Total Loss for THRU RISER 10.8 psi Hydr Ref BOR Required at AT BASE OF RISER 63 45. 9 psi 1 Pipe 4" G4x21 18 ' 120 4 . 026 63 0 . 0 1 Pipe 4" PVx20 2 ' 150 4 .230 63 0 . 0 1 Pipe 6" PVx20 89' 150 6. 090 63 0 . 0 1 Pipe 8" DIx18 Cl 350 726 ' 140 8 . 488 63 0 . 0 Elevation Change -23 ' 3" -10 . 1 Total Loss for THRU UNDG -10.0 psi Hydr Ref POC Required at CITY CONN 63 35.8 psi Water Source102 .7 psi static, 98 . 7 psi residual @ 1405 gpm 63 gpm 102.7 psi SAFETY PRESSURE 66.8 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 35.8 psi This is a safety margin of 66.8 psi or 65 % of Supply Maximum Water Velocity is 18 . 1 fps River Terrace East Building D Drawing Date:8/1/2018 8/ 1/18 14:45 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 14:45 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 9.23 23. 4 1A2 10 . 00 28 .2 1A3 10 . 00 33 . 0 1A5 9 .23 21 . 6 1A4 9.23 20 .4 1A6 10 . 00 24 .3 1A7 9.23 20 . 4 1A8 9 .23 20 . 0 1A9 10 . 00 8 .5 1A10 9.23 19. 5 1A11 10 . 00 19. 0 1Al2 10 . 00 17 .4 2A4 19.51 14 .5 2A5 19.51 14 .5 2A7 19. 51 14 .2 2A6 19. 51 14 .2 2A2 19 .51 14 . 8 2A1 19.51 14 .7 2A10 19. 51 13 . 9 2A8 19. 51 14 .2 2A9 19 .51 14 .2 2A11 19 .51 14 . 0 2Al2 19. 51 14 . 1 t. 3A2 29. 67 10 .2 3A4 29 . 67 10 . 0 3A1 29. 67 10 . 1 3A10 29. 67 9. 8 3A5 29. 67 10 . 0 3A3 29. 67 10 .3 3A7 29. 67 9. 9 3A6 29. 67 9. 9 3A8 29. 67 9 . 9 3A9 29. 67 9. 9 3A11 29. 67 9. 8 3Al2 29 . 67 9 . 9 4A1 19.51 15. 0 4A2 39. 42 6. 1 4A6 39. 42 5.9 4A3 39 .42 6. 0 4A4 39. 42 5 . 9 4A5 39. 42 5. 9 101 10 . 00 6. 8 1015 8 . 81 5. 60 7 . 0 14 . 8 14 . 8 0 .44 102 10 . 00 6. 9 102S 8 . 81 5 . 60 7 . 1 14 . 9 14 . 8 0 . 44 103 10 . 00 9.2 1035 8 . 81 5. 60 9.3 17 . 1 15 . 1 0 . 17 103A 10 . 00 9. 7 104 10 . 00 7 .7 104S 8 . 81 5 . 60 7 . 9 15 .7 15 . 1 0 . 16 ' 104A 10. 00 8 .5 River Terrace East Building D Drawing Date:8/1/2018 8/ 1/18 14:45 Page 5 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI" ) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 201 19. 51 14 .2 202 19.51 14 .2 203 19. 51 14 .2 301 29. 67 9. 9 302 29. 67 9 . 9 303 29. 67 9. 9 401 39. 42 6 . 0 402 45.39 3 . 4 403 39. 42 6. 0 404 39. 42 6. 0 468 39. 42 6 . 0 469 39. 42 5. 9 474 39. 42 5 . 9 476 39. 42 5. 9 477 39. 42 6. 0 480 39. 42 5. 6 481 39. 82 5 . 9 W 10 . 00 33.7 Max velocity of 18 . 13 occurs in the pipe from 103A TO 1Al2 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 14:45 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 101 TO W (PRIMARY PATH) 14 . 82 1 . 049 1T 1 . 19 7 . 0 7 . 0 K = 5 . 60 101S 0=120 3. 00 -0 .5 0 . 0 14 . 82 0 . 075 4 . 19 0 .3 7 . 0 Vel = 5 .55 0. 874 2T 7 . 90 6. 8 6. 8 EqK = 5 . 68 101 0=150 6. 00 0 . 0 0 . 0 14 . 82 0 . 120 13. 90 1 .7 6. 8 Vel = 8 . 00 14 . 19 0 . 874 4E 20 . 02 8 .5 8 . 5 1A9 C=150 2S 18 . 00 0 . 0 0 . 0 See PATH 5 AND 2 29. 01 0 . 417 38 . 02 15. 8 8 .5 Vel = 15 . 66 -11 . 70 0 . 874 2E 38 . 09 24 .3 24 . 3 1A6 C=150 2T 16. 00 0 . 0 0. 0 See PATH 26 17 . 30 0 . 160 2S 54 . 09 8 . 7 24 . 3 Vel = 9. 34 45 .28 1 . 598 1S 7 . 00 33 . 0 33 . 0 1A3 C=150 1 . 00 0 .0 0 . 0 See PATH 3 62 . 58 0 . 091 8 . 00 0 .7 33. 0 Vel = 10 . 11 W 62 . 58 33 .7 K = 10 .78 PATH 2 FROM HYDRAULIC REFERENCE 102 TO 1A9 14 . 94 1 . 049 1T 1 . 19 7 . 1 7 . 1 K = 5 . 60 102S 0=120 3. 00 -0 .5 0 . 0 14 . 94 0 . 076 4 . 19 0 . 3 7 . 1 Vel = 5 . 60 0 . 874 2T 6.73 6. 9 6. 9 EqK = 5 . 68 102 0.-150 - --6.44 0.0 - -0. 0 14 . 94 0 . 122 12 . 73 1 . 6 6. 9 Vel = 8 . 07 1A9 14 . 94 8 . 5 K = 5 . 13 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building D Drawing Date:8/1/2018 8/ 1/18 14:45 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 3 FROM HYDRAULIC REFERENCE 104 TO 1A3 15. 75 1 . 049 1T 1 . 19 7 . 9 7 . 9 K = 5. 60 104S 0=120 3 . 00 -0 .5 0 . 0 15. 75 0 . 084 4 . 19 0 . 3 7 . 9 Vel = 5 . 90 0 . 874 iS 4 .42 7 .7 7 . 7 EqK = 5. 66 104 C=150 1 . 00 0 . 0 0 . 0 15 . 75 0 . 135 5 . 42 0. 7 7 . 7 Vel = 8 .50 0 . 74 0 . 874 1T 5 . 58 8 .5 8 . 5 104A C=150 3 . 00 0 . 0 0 . 0 See PATH 5 16. 49 0 . 147 8 . 58 1 . 3 8 .5 Vel = 8 . 91 17 . 08 0 . 874 2T 8 . 09 9. 7 9. 7 103A C=150 6. 00 0 . 0 0 . 0 See PATH 4 33 .58 0 . 546 14 . 09 7 .7 9. 7 Vel = 18 . 13 -14 . 05 1 . 101 9 .51 17 .4 17 .4 1Al2 C=150 0 . 00 -4 . 1 0 . 0 See PATH 6 19.53 0. 065 9 . 51 0 . 6 17 . 4 Vel = 6. 65 -8 . 89 1 . 101 1S 10 . 16 13 . 9 13 . 9 2A10 C=150 1 . 00 -4 . 4 0 . 0 See PATH 7 10 . 64 0 . 021 11 . 16 0 .2 13. 9 Vel = 3 . 62 -4 . 96 0 . 874 1T 0 . 98 9. 8 9. 8 3A10 C=150 3 . 00 0 . 0 0 . 0 See PATH 10 5 . 68 0 . 020 3 . 98 0 . 1 9. 8 Vel = 3. 07 -2 . 41 0 . 874 1T 4 . 19 9. 8 9. 8 3A11 C=150 1S 4 . 00 0 . 0 0. 0 See PATH 13 3 .27 0 . 007 8 . 19 0 . 1 9. 8 Vel = 1 . 76 -1 . 62 0 . 874 1E 3S 52 .20 9. 9 9. 9 3A9 C=150 2T 14 . 00 0 . 0 0 . 0 See PATH 15 1 . 64 0 . 002 10 66 .20 0 . 1 9. 9 Vel = 0 . 89 0.26 0 . 874 2E 22 . 95 10 . 0 10 . 0 3A4 C=150 1T 13. 00 0 . 0 0 . 0 See PATH 17 1 . 91 0 . 003 2S 35 . 95 0 . 1 10 . 0 Vel = 1 . 03 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building D Drawing Date:8/1/2018 8/ 1/18 14:45 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 3 FROM HYDRAULIC REFERENCE 104 TO 1A3 CONTINUED 1 . 36 0 . 874 1T 5. 58 10 . 1 10 . 1 3A1 C=150 1S 4 . 00 0 . 0 0 . 0 See PATH 15 3 .27 0 . 007 9.58 0 . 1 10 . 1 Vel = 1 .76 2 . 41 0 . 874 1T 4 . 06 10 .2 10 .2 3A2 C=150 3. 00 0 . 0 0 . 0 See PATH 13 5 . 68 0 . 020 7 . 06 0 . 1 10 .2 Vel = 3 . 07 4 . 96 1 . 101 1S 10 . 16 10 .3 10 . 3 3A3 C=150 1 . 00 4 . 4 0 . 0 See PATH 10 10 . 64 0 . 021 11 . 16 0 .2 10 .3 Vel = 3 . 62 8 . 89 1 . 101 1E 10 .28 15.0 15 . 0 4A1 C=150 5. 00 4 .5 0 . 0 See PATH 7 19. 53 0 . 065 15.28 1 . 0 15. 0 Vel = 6 . 65 1 . 101 1E 7 . 40 20 . 4 20 . 4 1A4 0=150 1T 11 . 00 0 . 0 0 . 0 19. 53 0 . 065 1S 18 . 40 1 .2 20 .4 Vel = 6 . 65 14 . 05 1 . 101 1E 3. 72 21 . 6 21 . 6 lA5 C=150 1S 6. 00 0 . 0 0 . 0 See PATH 6 33 . 58 0 . 177 9.72 1 . 7 21 . 6 Vel = 11 . 43 1 . 101 3E 7 . 97 23 .4 23.4 1A1 C=150 1T 21 . 00 -0 .3 0 . 0 33 . 58 0 . 177 1S 28 . 97 5 . 1 23 . 4 Vel = 11 . 43 11 .70 1 . 101 iT 9.58 28 .2 28 .2 1A2 C=150 1S 6. 00 0 . 0 0 . 0 See PATH 26 45.28 0 . 309 15. 58 4 . 8 28 .2 Vel = 15 .41 1A3 45.28 33 . 0 K = 7 . 88 PATH 4 FROM HYDRAULIC REFERENCE 103 TO 103A 17 . 08 1 . 049 1T 1 . 19 9 . 3 9.3 K = 5 . 60 103S C=120 3. 00 -0 .5 0 . 0 17 . 08 0 . 097 4 . 19 0 . 4 9. 3 Vel = 6. 40 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building D Drawing Date:8/1/2018 8/ 1/18 14:45 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 4 FROM HYDRAULIC REFERENCE 103 TO 103A CONTINUED 0 . 874 1T 0 . 42 9.2 9.2 EqK = 5. 63 103 C=150 3 . 00 0 . 0 0 . 0 17 . 08 0 . 156 3 . 42 0 .5 9.2 Vel = 9.23 103A 17 . 08 9. 7 K = 5 .48 PATH 5 FROM HYDRAULIC REFERENCE 1A9 TO 104A 0 . 74 0 . 874 1T 8 .51 8 . 5 8 . 5 1A9 C=150 3 . 00 0. 0 0 . 0 See PATH 1 AND 2 0 . 74 0 . 000 11 .51 0 . 0 8 . 5 Vel = 0 . 40 104A 0 . 74 8 .5 K = 0 .26 PATH 6 FROM HYDRAULIC REFERENCE 1Al2 TO 1A5 14 . 05 0 . 874 1E 4 . 04 17 . 4 17 . 4 1Al2 C=150 2T 10 . 00 0 . 0 0 . 0 See PATH 3 14 . 05 0 . 109 14 . 04 1 . 5 17 . 4 Vel = 7 . 58 1 . 101 1E 0. 77 19. 0 19. 0 1A11 0=150 5. 00 0 .3 0 . 0 14 . 05 0. 035 5 . 77 0 .2 19. 0 Vel = 4 . 78 1 . 101 2S 12 . 99 19.5 19. 5 1A10 0=150 2 . 00 0 . 0 0 . 0 14 . 05 0 . 035 14 . 99 0 . 5 19.5 Vel = 4 . 78 -3.41 1 . 101 3S 14 . 75 20 . 0 20 . 0 1A8 C=150 3. 00 0 . 0 0 . 0 See PATH 25 10 . 64 0 . 021 17 . 75 0.4 20 . 0 Vel = 3 . 62 3 .41 1 . 101 10 30 . 42 20 .4 20 . 4 1A7 C=150 3S 4 . 50 0. 0 0 . 0 See PATH 25 14 . 05 0 . 035 34 . 92 1 .2 20 .4 Vel = 4 .78 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building D Drawing Date:8/1/2018 8/ 1/18 14:45 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 . 1A5 14 . 05 21 . 6 K = 3. 02 PATH 7 FROM HYDRAULIC REFERENCE 2A10 TO 4A1 8 . 89 1 . 101 1T 0 . 98 13. 9 13 . 9 2A10 C=150 5 . 00 0 . 0 0 . 0 See PATH 3 8 . 89 0 . 015 5. 98 0 . 1 13 . 9 Vel = 3 . 03 -3 .78 0 . 874 1T 4 . 19 14 . 0 14 . 0 2A11 C=150 1S 4 . 00 0 . 0 0 . 0 See PATH 8 5 . 11 0 . 017 8 . 19 0 . 1 14 . 0 Vel = 2 .76 -2 .54 0 . 874 lE 3S 52 .20 14 .2 14 .2 2A9 C=150 2T 14 . 00 0. 0 0 . 0 See PATH 11 2 .57 0 . 005 10 66.20 0 .3 14 .2 Vel = 1 .39 0 .41 0 . 874 2E 22 . 95 14 . 5 14 . 5 2A4 C=150 1T 13 . 00 0. 0 0 . 0 See PATH 18 2 . 98 0 . 006 2S 35 . 95 0 .2 14 . 5 Vel = 1 . 61 2 . 13 0 . 874 1T 5 .58 14 . 7 14 . 7 2A1 C=150 1S 4 . 00 0. 0 0 . 0 See PATH 11 5 . 11 0 . 017 9. 58 0 .2 14 .7 Vel = 2 . 76 3.78 1 . 101 1T 4 . 06 14 . 8 14 . 8 2A2 C=150 5 . 00 0 . 0 0. 0 See PATH 8 8 . 89 0 . 015 9 . 06 0 . 1 14 . 8 Vel = 3. 03 4A1 8 . 89 15. 0 K = 2 . 30 PATH 8 FROM HYDRAULIC REFERENCE 2A11 TO 2A2 3 .78 0 . 874 1T 2 . 00 14 . 0 14 . 0 2A11 C=150 3 . 00 0 . 0 0 . 0 See PATH 7 3.78 0 . 010 5 . 00 0. 0 14 . 0 Vel = 2 . 04 -1 . 68 0. 874 1E 36 . 67 14 . 1 14 . 1 2Al2 C=150 2T 16. 00 0. 0 0 . 0 See PATH 9 2 . 10 0 . 003 6S 52 . 67 0.2 14 . 1 Vel = 1 . 13 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building D Drawing Date:8/1/2018 8/ 1/18 14:45 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 2A11 TO 2A2 CONTINUED 1 . 68 0. 874 3E 43 . 08 14 .2 14 .2 2A6 C=150 1T 21 . 00 0 . 0 0. 0 See PATH 9 3. 78 0 . 010 6S 64 . 08 0 . 6 14 .2 Vel = 2 . 04 2A2 3. 78 14 . 8 K = 0 . 98 PATH 9 FROM HYDRAULIC REFERENCE 2Al2 TO 2A6 1 . 68 0 . 874 1E 8S 60 . 67 14 . 1 14 . 1 2Al2 C=150 2T 19. 00 0 . 0 0 . 0 See PATH 8 1 . 68 0 . 002 10 79. 67 0.2 14 . 1 Vel = 0. 91 2A6 1 . 68 14 .2 K = 0 . 44 PATH 10 FROM HYDRAULIC REFERENCE 3A10 TO 3A3 4 . 96 1 . 101 1S 9. 75 9. 8 9. 8 3A10 C=150 1 . 00 -4 .2 0 . 0 See PATH 3 4 . 96 0 . 005 10 . 75 0 . 1 9 . 8 Vel = 1 . 69 0 . 874 2E 8 .58 5. 6 5. 6 480 0=150 1T 11 . 00 0 . 0 0 . 0 4 . 96 0 . 016 19. 58 0 . 3 5. 6 Vel = 2 . 68 -2 .33 0 . 874 2T 7 . 32 5. 9 5 . 9 469 C=150 6. 00 0. 0 0 . 0 See PATH 20 AND 19 2 . 63 0. 005 13 . 32 0 . 1 5 . 9 Vel = 1 . 42 -1 . 15 1 . 101 1T 5 .59 6. 0 6 . 0 468 C=150 5. 00 0 . 0 0 . 0 See PATH 23 1 . 48 0 . 001 10.59 0. 0 6. 0 Vel = 0 . 50 -0. 70 1 . 101 iT 10 . 00 6. 0 6. 0 477 C=150 1S 6. 00 0. 0 0 . 0 See PATH 24 0 . 77 0 . 000 16. 00 0 . 0 6. 0 Vel = 0.26 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building D Drawing Date:8/1/2018 8/ 1/18 14:45 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 10 FROM HYDRAULIC REFERENCE 3A10 TO 3A3 CONTINUED . 0 . 874 1E 9. 67 6. 0 6. 0 403 C=150 2S 6. 00 0.0 0 . 0 0 .77 0 . 001 15. 67 0 . 0 6. 0 Vel = 0 . 42 0 . 874 1E 13 . 56 6. 0 6. 0 404 C=150 1S 5 . 00 -2 . 6 0. 0 0.77 0 . 001 18 . 56 0 . 0 6. 0 Vel = 0 . 42 0 . 874 12E 91 . 46 3 .4 3 . 4 402 0=150 1T 59. 00 2 .4 0 . 0 0 .77 0 . 001 8S 150 . 46 0 . 1 3 . 4 Vel = 0 . 42 1 . 101 iS 0 . 40 5 . 9 5 . 9 481 C=150 1 . 00 0 .2 0 . 0 0 . 77 0 . 000 1 . 40 0 . 0 5 . 9 Vel = 0 .26 4 . 19 1 . 101 1S 9 .75 6. 1 6 . 1 4A2 C=150 1 . 00 4 .2 0 . 0 See PATH 19 4 . 96 0 . 005 10 .75 0 . 1 6 . 1 Vel = 1 . 69 3A3 4 . 96 10 .3 K = 1 . 54 PATH 11 FROM HYDRAULIC REFERENCE 2A9 TO 2A1 2 .54 0 . 874 1S 4 . 81 14 .2 14 .2 2A9 C=150 1 . 00 0 .0 0 . 0 See PATH 7 2 . 54 0 . 005 5. 81 0 . 0 14 .2 Vel = 1 .37 -0 . 77 0 . 874 1T 9. 61 14 .2 14 .2 2A8 C=150 2S -5.00 0_0_ _ -- _0.0 See PATH 12 1 .77 0 . 002 14 . 61 0 . 0 14 .2 Vel = 0 ..-- 0 .77 0 . 874 5E 32 . 03 14 .2 14 .2 2A7 C=150 2S 22 . 00 0 . 0 0 . 0 See PATH 12 2 . 54 0 . 005 54 . 03 0 .2 14 .2 Vel = 1 . 37 -0 . 41 0 . 874 3E 44 . 69 14 . 5 14 . 5 2A5 C=150 1T 23 . 00 0 . 0 0 . 0 See PATH 18 2 . 13 0 . 003 8S 67 . 69 0 .2 14 . 5 Vel = 1 . 15 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ` River Terrace East Building D Drawing Date:8/1/2018 8/ 1/18 14:45 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 2A1 2 . 13 14 . 7 K = 0 . 56 PATH 12 FROM HYDRAULIC REFERENCE 2A8 TO 2A7 0 .77 0 . 874 1E 6. 66 14 .2 14 .2 2A8 C=150 1T 8 . 00 0 . 0 0 . 0 See PATH 11 0 . 77 0 . 001 1S 14 . 66 0 . 0 14 .2 Vel = 0 . 42 0 . 874 1E 11 . 53 14 .2 14 .2 203 0=150 2S 6. 00 0 . 0 0 . 0 0 . 77 0 . 001 17 . 53 0 . 0 14 .2 Vel = 0 . 42 0 . 874 1E 19. 90 14 .2 14 .2 202 0=150 3S 7 . 00 0. 0 0 . 0 0 . 77 0 . 001 26. 90 0. 0 14 .2 Vel = 0 . 42 0. 874 1T 6. 42 14 .2 14 .2 201 0=150 3 . 00 0 . 0 0 . 0 0 . 77 0 . 001 9. 42 0. 0 14 .2 Vel = 0 . 42 2A7 0 . 77 14 .2 K = 0.20 PATH 13 FROM HYDRAULIC REFERENCE 3A11 TO 3A2 2 . 41 0 . 874 1T 2 . 00 9. 8 9. 8 3A11 C=150 3. 00 0. 0 0 . 0 See PATH 3 2 . 41 0 . 004 5 . 00 0. 0 9. 8 Vel = 1 . 30 -1 . 07 0 . 874 1E 36. 67 9. 9 9. 9 3Al2 C=150 2T 16. 00 0. 0 0 . 0 See PATH 14 1 .34 0 . 001 6S 52 . 67 0. 1 9. 9 Vel = 0 . 72 1 . 07 0 . 874 3E 43 . 08 9. 9 9. 9 3A6 C=150 1T 21 . 00 0 . 0 0 . 0 See PATH 14 2 . 41 0 . 004 6S 64 . 08 0. 3 9. 9 Vel = 1 . 30 3A2 2 .41 10 .2 K = 0 . 76 PATH 14 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 14:45 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 14 FROM HYDRAULIC REFERENCE 3Al2 TO 3A6 CONTINUED 1 . 07 0 . 874 1E 8S 60 . 67 9. 9 9. 9 3Al2 C=150 2T 19 . 00 0 .0 0 . 0 See PATH 13 1 . 07 0 . 001 1C 79 . 67 0 . 1 9 . 9 Vel = 0 .58 3A6 1 . 07 9. 9 K = 0 .34 PATH 15 FROM HYDRAULIC REFERENCE 3A9 TO 3A1 1 . 62 0 . 874 1S 4 . 81 9. 9 9. 9 3A9 C=150 1 . 00 0 . 0 0 . 0 See PATH 3 1 . 62 0 . 002 5 . 81 0 . 0 9 . 9 Vel = 0 . 88 -0 . 49 0 . 874 1T 9 . 61 9 . 9 9. 9 3A8 C=150 2S 5 . 00 0 . 0 0 . 0 See PATH 16 1 . 13 0 . 001 14 . 61 0 . 0 9. 9 Vel = 0 . 61 0 .49 0 . 874 5E 32 . 03 9. 9 9 . 9 3A7 C=150 2S 22 . 00 0 . 0 0 . 0 See PATH 16 1 . 62 0 .002 54 . 03 0 . 1 9. 9 Vel = 0 . 88 -0 .26 0 . 874 3E 44 . 69 10 . 0 10 . 0 3A5 C=150 1T 23 . 00 0 . 0 0 . 0 See PATH 17 1 .36 0 . 001 8S 67 . 69 0 . 1 10 . 0 Vel = 0 .73 3A1 1 .36 10 . 1 K = 0 .43 PATH 16 FROM HYDRAULIC REFERENCE-3A8- TO 3A7 0 . 49 0 .874 1E 6. 66 9. 9 9 . 9 3A8 C=150 1T 8 . 00 0 .0 0 . 0 See PATH 15 0 .49 0 . 000 1S 14 . 66 0 . 0 9 . 9 Vel = 0 .27 0 . 874 1E 11 .53 9 . 9 9. 9 303 0=150 2S 6 . 00 0 . 0 0 . 0 0 . 49 0 . 000 17 . 53 0 . 0 9 . 9 Vel = 0 .27 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building D Drawing Date:8/1/2018 8/ 1/18 14:45 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 16 FROM HYDRAULIC REFERENCE 3A8 TO 3A7 CONTINUED 0 . 874 1E 19. 90 9. 9 9. 9 302 C=150 3S 7 . 00 0. 0 0 . 0 0.49 0. 000 26. 90 0 . 0 9. 9 Vel = 0 .27 0. 874 1T 6. 42 9. 9 9. 9 301 C=150 3 . 00 0 . 0 0 . 0 0 . 49 0 . 000 9. 42 0 . 0 9. 9 Vel = 0 .27 3A7 0 . 49 9. 9 K = 0. 16 PATH 17 FROM HYDRAULIC REFERENCE 3A5 TO 3A4 0 .26 0 . 874 1T 5. 74 10. 0 10 . 0 3A5 C=150 2S 5. 00 0. 0 0 . 0 See PATH 15 0.26 0 . 000 10. 74 0. 0 10. 0 Vel = 0 . 14 3A4 0 .26 10 . 0 K = 0 . 08 PATH 18 FROM HYDRAULIC REFERENCE 2A5 TO 2A4 0 . 41 0. 874 1T 5. 74 14 . 5 14 . 5 2A5 C=150 2S 5. 00 0 . 0 0 . 0 See PATH 11 0 . 41 0. 000 10. 74 0 . 0 14 . 5 Vel = 0 .22 2A4 0 . 41 14 .5 K = 0. 11 PATH 19 FROM HYDRAULIC REFERENCE 469 TO 4A2 1 . 30 0 . 874 1T 4 . 51 5 . 9 5 . 9 469 C=150 3 . 00 0 . 0 0 . 0 See PATH 20 AND 10 1 . 30 0 . 001 7 . 51 0 . 0 5 . 9 Vel = 0 . 70 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building D Drawing Date:8/1/2018 8/ 1/18 14:45 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 469 TO 4A2 CONTINUED -0 . 65 0 . 874 iT 37 . 58 5 . 9 5 . 9 474 C=150 1C 10 . 00 0 . 0 0 . 0 See PATH 21 0 . 65 0 . 000 6S 47 .58 0 . 0 5 . 9 Vel = 0 . 35 0 . 65 0 . 874 1T 4 .51 5. 9 5. 9 4A5 C=150 1S 4 . 00 0 . 0 0 . 0 See PATH 21 1 .30 0 . 001 8 . 51 0 . 0 5 . 9 Vel = 0 . 70 1 . 03 0 . 874 iT 7 .32 5. 9 5 . 9 4A4 C=150 3. 00 0 . 0 0 . 0 See PATH 20 2 .33 0 . 004 10 . 32 0 . 0 5 . 9 Vel = 1 .26 1 . 86 1 . 101 1T 16.25 6. 0 6 . 0 4A3 C=150 2S 7 . 00 0 . 0 0 . 0 See PATH 23 AND 24 4 . 19 0 . 004 23 .25 0 . 1 6. 0 Vel = 1 .43 4A2 4 . 19 6. 1 K = 1 .70 PATH 20 FROM HYDRAULIC REFERENCE 469 TO 4A4 1 . 03 0 . 874 1T 37 . 58 5 . 9 5 . 9 469 C=150 10 8 . 00 0 . 0 0 . 0 See PATH 10 AND 19 1 . 03 0 . 001 4S 45 . 58 0 . 0 5. 9 Vel = 0 .55 4A4 1 . 03 5. 9 K = 0 . 42 PATH 21 FROM HYDRAULIC REFERENCE-0 . 65 __-- 0 . 65 0 . 874 iT 14 .51 5.9 5 . 9 474 C=150 2S 5. 00 0 . 0 0 . 0 See PATH 19 0 . 65 0 . 000 19. 51 0 . 0 5 . 9 Vel = 0 . 35 -0 .26 0 . 874 4S 19. 58 5 . 9 5 . 9 476 C=150 4 . 00 0 . 0 0 . 0 See PATH 22 0 . 39 0 . 000 23 .58 0 . 0 5. 9 Vel = 0 .21 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) River Terrace East Building D Drawing Date:8/1/2018 8/ 1/18 14:45 • Tyco Fire Products Page 17 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* ******* . POINT Qt Pf/ft NOTES TOTAL Pf Pn PATH 21 FROM HYDRAULIC REFERENCE 474 TO 4A5 CONTINUED 0.26 0 . 874 2T 12 .51 5 . 9 5. 9 4A6 C=150 1S 7 . 00 0. 0 0 . 0 See PATH 22 0 . 65 0. 000 19. 51 0 . 0 5 . 9 Vel = 0. 35 4A5 0 . 65 5. 9 K = 0.27 PATH 22 FROM HYDRAULIC REFERENCE 476 TO 4A6 0.26 0. 874 2E 32 . 60 5 . 9 5. 9 476 C=150 2T 18 . 00 0. 0 0 . 0 See PATH 21 0 .26 0 . 000 4S 50 . 60 0 . 0 5 . 9 Vel = 0 . 14 4A6 0 .26 5. 9 K = 0 . 11 PATH 23 FROM HYDRAULIC REFERENCE 468 TO 4A3 1 . 15 1 . 101 1C 37 . 58 6. 0 6. 0 468 C=150 3S 4 .50 0 . 0 0 . 0 See PATH 10 1 . 15 0. 000 42 . 08 0 . 0 6. 0 Vel = 0 . 39 4A3 1 . 15 6. 0 K = 0 . 47 PATH 24 FROM HYDRAULIC REFERENCE 477 TO 4A3 0 . 70 1 . 101 1T 2 . 00 6. 0 6. 0 477 C=150 1S 6. 00 0 . 0 0. 0 See PATH 10 0 . 70 0. 000 8 . 00 0. 0 6. 0 Vel = 0 .24 1 . 101 1E 41 . 18 6. 0 6. 0 401 C=150 1T 14 . 00 0. 0 0 . 0 0 . 70 0 . 000 4S 55. 18 0 . 0 6. 0 Vel = 0 .24 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) 14:45 River Terrace East Building D Drawing Date:8/1/2018 8/ 1/18 44 18 Tyco Fire Products HYD. Qa DIA. FITTING PIPE Pt Pt ******* NOTES ******* REF "C" TYPES FTNG' S Pe Pv POINT Qt Pf/ft TOTAL Pf Pn 4A3 0 .70 6. 0 K = 0 .29 PATH 25 FROM HYDRAULIC REFERENCE 1A8 TO 1A7 3 . 41 0 . 874 2E 29. 43 20 . 0 20 . 0 1A8 C=150 2T 18 . 00 0 .0 0 .0 See PATH 6 3. 41 0 . 008 4S 47 .43 0 .4 20 . 0 Vel = 1 . 84 1A7 3 .41 20 .4 K = 0 .75 PATH 26 FROM HYDRAULIC REFERENCE 1A6 TO 1A2 11 .70 0 . 874 1E 35 . 68 24 .3 24 . 3 1A6 C=150 2T 14 . 00 0 .0 0 . 0 See PATH 1 11 .70 0 . 078 2S 49. 68 3. 9 24 .3 Vel = 6 .32 1A2 11 .70 28 .2 K = 2 .20 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) • River Terrace East Building D Static Pres: 104.0 psi Pressure: 35.8 psi In: 0 gpm • 13265 SW 169th Ave Resid. Pres: 100.0 psi Sys Flow:, 63 gpm Out: 0 gpm Tigard, Oregon Flow: 1405 gpm Sys+Hose: 63 gpm Remote Area: 1 Date: 4/4/2018 Safety Pres: 66.8 psi Loc: 17051 SW Appledale Rd Hd Ely Pres: -0.5 psi 140 120 100 Supply 80 60 40 • 20 100 150 200 250 300 350 400 450 5(