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\--CS— QQA– W-a,(4 E QEF\IED HYDRAULIC DESIGN INFORMATION SHEET iU N -t 3 .2018 Job Name: Oak Street ApartmentsCITY OF R Location: 9000 SW Oak Street, Tigard, OR ei HIDING DIVISION! Drawing Date: 4-20-18 Remote Area Number: 1 Contractor: Johnson Controls 5TH Floor 9520 10th Ave. South, Suite 100 Seattle, WA 98108 Telephone: 206-291-1400 OFFICE COPY Designer: Alan Mahaffie Calculated By: Johnson Controls Construction: Combustible Occupancy: Residential Reviewing Authorities: City of Tigard SYSTEM DESIGN Code: NFPA-13 Hazard: Residential System Type: WET Area of Sprinkler Operation 4 SPRKS 1 Sprinkler or Nozzle Density (gpm/sq ft) 0.10 1 Make: TYCO Area per Sprinkler 224 sq ft 1 Model: LFII Hose Allowance Inside 0 gpm 1 K-Factor: 4.9 Hose Allowance Outside 100 gpm I Temperature Rating: 155 CALCULATION SUMMARY 4 Flowing Outlets GPM Required: 190.3 PSI Required: 71.5 @ City Connection / Supply WATER SUPPLY Water Flow Test Pump Data Tank or Reservoir Date of Test 3-2-2017 Rated Capacity gpm Capacity gal Static Pressure 104.0 psi Rated Pressure psi Elevation Residual Pres 103.0 psi Elevation At a Flow of 2606.4 gpm Make: Well Elevation 0" Model: Proof Flow gpm Location: SW Oak St. & SW 90th Ave. Source of Information: Tualatin Valley Water District Available Pressure of 104.0 psi Exceeds Required Pressure of 71.5 psi This is a safety margin of 32.5 psi. Maximum Water Velocity is 19.0 fp/sec Notes: 4:.0, '� , rISS?Or 4r0-4,,,,, h Kq/r f + } `3y f ,+ `cG `4fi ^4/ y.`�- -2,? ` *, P SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 4/4/2018OAK STREET APARTMENTS\SPRINKLER\CALLS\HYDRAULIC\OAKA501.SDF JOB TITLE: Oak Street, Bldg A, 5th Floor, Area 1, 0.10/ 4 Sprks +100 Hose WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 104.0 103.0 2606.0 104.0 190.3 71.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 190.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 90.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 53.2 K= 4.90 20.9 22.4 2 53.2 K= 4.90 20.9 22.4 3 53.2 K= 4.90 21.6 22.8 4 53.2 K= 4.90 21.6 22.8 101 53.7 - - - - 21.0 - - - 102 53.7 - - - - 21.6 - - - 103 53.7 - - - - 22.2 - - - 104 53.7 - - - - 23.1 - - - 121 53.7 - - - - 36.7 - - - 122 53.7 - - - - 36.8 - - - 123 53.7 - - - - 36.8 - - - 124 53.7 - - - - 36.9 - - - 125 53.7 - - - - 36.8 - - - A 53.7 - - - - 33.7 - - - Al 53.7 - - - - 34.0 - - - A2 53.7 - - - - 34.4 - - - A3 53.7 - - - - 34.6 - - - A4 53.7 - - - - 34.8 - - - A6 53.7 - - - - 36.0 - - - A8 53.7 - - - - 36.5 - - - A9 53.7 - - - - 36.7 - - - AA 53.7 - - - - 37.1 - - - B 53.7 - - - - 33.7 - - - Bl 53.7 - - - - 34.0 - - - B3 53.7 - - - - 34.6 - - - B4 53.7 - - - - 34.8 - - - B6 53.7 - - - - 36.0 - - - B8 53.7 - - - - 36.5 - - - B9 53.7 - - - - 36.7 - - - BB 53.7 - - - - 37.1 - - - C 53.7 - - - - 33.7 - - - C1 53.7 - - - - 34.0 - - - C3 53.7 - - - - 34.6 - - - C4 53.7 - - - - 34.8 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 4/4/2018OAK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA501.SDF JOB TITLE: Oak Street, Bldg A, 5th Floor, Area 1, 0.10/ 4 Sprks +100 Hose NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) C5 53.7 - - - - 35.2 - - - C6 53.7 - - - - 36.0 - - - C8 53.7 - - - - 36.5 - - - C9 53.7 - - - - 36.7 - - - CC 53.7 - - - - 37.2 - - - D 53.7 - - - - 33. 6 - - - D1 53.7 - - - - 34.0 - - - D2 53.7 - - - - 34.5 - - - D3 53.7 - - - - 34.5 - - - D4 53.7 - - - - 34.9 - - - D5 53.7 - - - - 35.2 - - - D6 53.7 - - - - 35. 9 - - - D6A 53.7 - - - - 35.9 - - - D7 53.7 - - - - 36.3 - - - D8 53.7 - - - - 36.7 - - - D9 53.7 - - - - 36.7 - - - D10 53.7 - - - - 37.2 - - - D11 53.7 - - - - 37.7 - - - DD 53.7 - - - - 37.3 - - - E 53.7 - - - - 33.4 - - - El 53.7 - - - - 34.1 - - - E2 53.7 - - - - 34.6 - - - E5 53.7 - - - - 35.2 - - - E6 53.7 - - - - 35.9 - - - E7 53.7 - - - - 36.3 - - - E8 53.7 - - - - 36.5 - - - E10 53.7 - - - - 37.2 - - - EE 53.7 - - - - 37.2 - - - F 53.7 - - - - 33.4 - - - F1 53.7 - - - - 34.3 - - - F2 53.7 - - - - 34.4 - - - F5 53.7 - - - - 35.1 - - - F7 53.7 - - - - 36.4 - - - F10 53.7 - - - - 37.2 - - - FF 53.7 - - - - 37.2 - - - G 53.7 - - - - 33.4 - - - G5 53.7 - - - - 35.1 - - - G7 53.7 - - - - 36.4 - - - G10 53.7 - - - - 37.1 - - - GG 53.7 - - - - 37.2 - - - H 53.7 - - - - 33.3 - - - H1 53.7 - - - - 27.4 - - - H2 63.7 - - - - 24.4 - - - J 53.7 - - - - 38.0 - - - 5TH 53.7 - - - - 40.3 - - - 4TH 43.1 - - - - 44. 9 - - - 3RD 32.5 - - - - 49.6 - - - 2ND 21.8 - - - - 54.4 - - - TOR 9.5 - - - - 60. 9 - - - BOR 2.0 - - - - 64.5 - - - UG 1.0 - - - - 65.0 - - - UG1 0.0 HOSE STREAM 65.5 100.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/4/2018OAK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA501.SDF JOB TITLE: Oak Street, Bldg A, 5th Floor, Area 1, 0.10/ 4 Sprks +100 Hose NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) BF1 0.0 - - - - 65.5 - - - BF2 0.0 - - - - 71.5 - - - SOURCE 0.0 SOURCE 71.5 190.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 4/4/2018OAK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA501.SDF JOB TITLE: Oak Street, Bldg A, 5th Floor, Area 1, 0.10/ 4 Sprks +100 Hose PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -22.4 1.101 PL 0.50 PF 0.3 1 53.2 4.9 20.9 22.4 7. 6 150 FTG E PE -0.2 101 53.7 0.0 21.0 0.0 0.084 TL 3.00 PV Pipe: 2 -22.4 1.101 PL 2.62 PF 0.9 2 53.2 4.9 20.9 22.4 7.5 150 FTG ET PE -0.2 102 53.7 0.0 21.6 0.0 0.084 TL 11.12 PV Pipe: 3 -22.8 1.101 PL 1.79 PF 0. 9 3 53.2 4.9 21.6 22.8 7.7 150 FTG ET PE -0.2 103 53.7 0.0 22.2 0.0 0.086 TL 10.29 PV Pipe: 4 -22.8 1.101 PL 7.50 PF 1.7 4 53.2 4. 9 21.6 22.8 7.7 150 FTG 2T PE -0.2 104 53.7 0.0 23.1 0.0 0.086 TL 19.50 PV Pipe: 5 -22.4 1.101 PL 5.25 PF 0.7 101 53.7 0.0 21.0 0.0 7.6 150 FTG E PE 0.0 102 53.7 0.0 21.6 0.0 0.084 TL 7.75 PV Pipe: 6 -44.8 1.394 PL 6.58 PF 0.6 102 53.7 0.0 21.6 0.0 9.4 150 FTG ---- PE 0.0 103 53.7 0.0 22.2 0.0 0.096 TL 6.58 PV Pipe: 7 -67.6 1.394 PL 4.00 PF 0.8 103 53.7 0.0 22.2 0.0 14.2 150 FTG ---- PE 0.0 104 53.7 0.0 23.1 0.0 0.205 TL 4.00 PV Pipe: 8 -90.3 1.394 PL 5.17 PF 4.4 104 53.7 0.0 23.1 0.0 19.0 150 FTG T PE 0.0 H1 53.7 0.0 27.4 0.0 0.351 TL 12.47 PV Pipe: 9 -90.3 2.003 PL 10.00 PF 1.3 H1 53.7 0.0 27.4 0.0 9.2 150 FTG T PE -4.3 H2 63.7 0.0 24.4 0.0 0.060 TL 22.00 PV Pipe: 10 -90.3 2.003 PL 22.75 PF 4.5 H2 63.7 0.0 24.4 0.0 9.2 150 FTG 5E2T PE 4.3 H 53.7 0.0 33.3 0.0 0.060 TL 75.25 PV Pipe: 11 -7.9 1.394 PL 64.21 PF 0.3 A 53.7 0.0 33.7 0.0 1.7 150 FTG 2T PE 0.0 Al 53.7 0.0 34.0 0.0 0.004 TL 78.81 PV Pipe: 12 -14.5 1.394 PL 28.46 PF 0.4 Al 53.7 0.0 34.0 0.0 3.1 150 FTG T PE 0.0 A2 53.7 0.0 34.4 0.0 0.012 TL 35.76 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 4/4/2018OAK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA501.SDF JOB TITLE: Oak Street, Bldg A, 5th Floor, Area 1, 0.10/ 4 Sprks +100 Hose PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -7.4 1.394 PL 53.42 PF 0.2 A3 53.7 0.0 34.6 0.0 1.6 150 FTG T PE 0.0 A4 53.7 0.0 34.8 0.0 0.003 TL 60.72 PV Pipe: 14 -10.0 1.394 PL 66.88 PF 0.5 A6 53.7 0.0 36.0 0.0 2.1 150 FTG 2T PE 0.0 A8 53.7 0.0 36.5 0.0 0.006 TL 81.48 PV Pipe: 15 -7.9 1.394 PL 87.71 PF 0.4 A9 53.7 0.0 36.7 0.0 1.7 150 FTG 2T PE 0.0 AA 53.7 0.0 37.1 0.0 0.004 TL 102.31 PV Pipe: 16 -7.9 1.394 PL 64.21 PF 0.3 B 53.7 0.0 33.7 0.0 1.7 150 FTG 2T PE 0.0 B1 53.7 0.0 34.0 0.0 0.004 TL 78.81 PV Pipe: 17 -7.6 1.394 PL 53.42 PF 0.2 B3 53.7 0.0 34.6 0.0 1.6 150 FTG T PE 0.0 B4 53.7 0.0 34.8 0.0 0.004 TL 60.72 PV Pipe: 18 -10.2 1.394 PL 66.88 PF 0.5 B6 53.7 0.0 36.0 0.0 2.1 150 FTG 2T PE 0.0 B8 53.7 0.0 36.5 0.0 0.006 TL 81.48 PV Pipe: 19 -8.0 1.394 PL 87.71 PF 0.4 B9 53.7 0.0 36.7 0.0 1.7 150 FTG 2T PE 0.0 BB 53.7 0.0 37.1 0.0 0.004 TL 102.31 PV Pipe: 20 -8.3 1.394 PL 64.21 PF 0.3 C 53.7 0.0 33.7 0.0 1.7 150 FTG 2T PE 0.0 Cl 53.7 0.0 34.0 0.0 0.004 TL 78.81 PV Pipe: 21 -7.8 1.394 PL 53.42 PF 0.3 C3 53.7 0.0 34.6 0.0 1.6 150 FTG 2T PE 0.0 C4 53.7 0.0 34.8 0.0 0.004 TL 68.02 PV Pipe: 22 -12.6 1.394 PL 30.25 PF 0.4 C4 53.7 0.0 34.8 0.0 2.6 150 FTG 2T PE 0.0 C5 53.7 0.0 35.2 0.0 0.009 TL 44.85 PV Pipe: 23 -17.5 1.394 PL 28.75 PF 0.7 C5 53.7 0.0 35.2 0.0 3.7 150 FTG 2T PE 0.0 C6 53.7 0.0 36.0 0.0 0.017 TL 43.35 PV Pipe: 24 -10.9 1.394 PL 66.88 PF 0.6 C6 53.7 0.0 36.0 0.0 2.3 150 FTG 2T PE 0.0 C8 53.7 0.0 36.5 0.0 0.007 TL 81.48 PV Pipe: 25 -8.3 1.394 PL 87.71 PF 0.4 C9 53.7 0.0 36.7 0.0 1.8 150 FTG 2T PE 0.0 CC 53.7 0.0 37.2 0.0 0.004 TL 102.31 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 4/4/20180AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA501.SDF JOB TITLE: Oak Street, Bldg A, 5th Floor, Area 1, 0.10/ 4 Sprks +100 Hose PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 -27.5 2.003 PL 64.21 PF 0.4 D 53.7 0.0 33.6 0.0 2.8 150 FTG ---- PE 0.0 D1 53.7 0.0 34.0 0.0 0.007 TL 64.21 PV Pipe: 27 -37.0 2.003 PL 28.46 PF 0.5 D1 53.7 0.0 34.0 0.0 3.8 150 FTG T PE 0.0 D2 53.7 0.0 34.5 0.0 0.011 TL 40.46 PV Pipe: 28 -8.2 2.003 PL 2.29 PF 0.0 D2 53.7 0.0 34.5 0.0 0.8 150 FTG ---- PE 0.0 D3 53.7 0.0 34.5 0.0 0.001 TL 2.29 PV Pipe: 29 -28.7 2.003 PL 51.17 PF 0.4 D2 53.7 0.0 34.5 0.0 2.9 150 FTG ---- PE 0.0 D4 53.7 0.0 34.9 0.0 0.007 TL 51.17 PV Pipe: 30 -38.9 2.003 PL 30.29 PF 0.4 D4 53.7 0.0 34. 9 0.0 4.0 150 FTG ---- PE 0.0 D5 53.7 0.0 35.2 0.0 0.013 TL 30.29 PV Pipe: 31 -55.1 2.003 PL 25.54 PF 0.6 D5 53.7 0.0 35.2 0.0 5.6 150 FTG ---- PE 0.0 D6A 53.7 0.0 35.9 0.0 0.024 TL 25.54 PV Pipe: 32 -58.8 2.003 PL 3.21 PF 0.1 D6A 53.7 0.0 35.9 0.0 6.0 150 FTG ---- PE 0.0 D6 53.7 0.0 35.9 0.0 0.027 TL 3.21 PV Pipe: 33 -45.2 2.003 PL 21.50 PF 0.4 D6 53.7 0.0 35.9 0.0 4.6 150 FTG ---- PE 0.0 D7 53.7 0.0 36.3 0.0 0.017 TL 21.50 PV Pipe: 34 -29.5 2.003 PL 42.00 PF 0.4 D7 53.7 0.0 36.3 0.0 3.0 150 FTG T PE 0.0 D8 53.7 0.0 36.7 0.0 0.008 TL 54.00 PV Pipe: 35 6.9 2.003 PL 3.50 PF 0.0 D8 53.7 0.0 36.7 0.0 0.7 150 FTG ---- PE 0.0 D9 53.7 0.0 36.7 0.0 0.001 TL 3.50 PV Pipe: 36 -36.4 2.003 PL 47.17 PF 0.5 D8 53.7 0.0 36.7 0.0 3.7 150 FTG ---- PE 0.0 D10 53.7 0.0 37.2 0.0 0.011 TL 47.17 PV Pipe: 37 -55.6 2.003 PL 8.00 PF 0.5 010 53.7 0.0 37.2 0.0 5.7 150 FTG T PE 0.0 Dli 53.7 0.0 37.7 0.0 0.024 TL 20.00 PV Pipe: 38 34.8 2.003 PL 32.50 PF 0.5 Dll 53.7 0.0 37.7 0.0 3.5 150 FTG T PE 0.0 DD 53.7 0.0 37.3 0.0 0.010 TL 44.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 4/4/2018OAK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA501.SDF JOB TITLE: Oak Street, Bldg A, 5th Floor, Area 1, 0.10/ 4 Sprks +100 Hose PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 39 -11.6 1.394 PL 80.50 PF 0.8 E 53.7 0.0 33.4 0.0 2.4 150 FTG E2T PE 0.0 El 53.7 0.0 34.1 0.0 0.008 TL 98.90 PV Pipe: 40 -11.6 1.394 PL 11.00 PF 0.1 El 53.7 0.0 34.1 0.0 2.4 150 FTG T PE 0.0 Fl 53.7 0.0 34.3 0.0 0.008 TL 18.30 PV Pipe: 41 -11.8 1.394 PL 58.17 PF 0.5 E2 53.7 0.0 34.6 0.0 2.5 150 FTG T PE 0.0 E5 53.7 0.0 35.2 0.0 0.008 TL 65.47 PV Pipe: 42 -17.7 1.394 PL 25.54 PF 0.7 E5 53.7 0.0 35.2 0.0 3.7 150 FTG 2T PE 0.0 E6 53.7 0.0 35.9 0.0 0.017 TL 40.14 PV Pipe: 43 -14.0 1.394 PL 25.75 PF 0.5 E6 53.7 0.0 35.9 0.0 2.9 150 FTG E2T PE 0.0 E7 53.7 0.0 36.3 0.0 0.011 TL 44.15 PV Pipe: 44 -7.2 1.394 PL 30.29 PF 0.1 E7 53.7 0.0 36.3 0.0 1.5 150 FTG ET PE 0.0 E8 53.7 0.0 36.5 0.0 0.003 TL 41.39 PV Pipe: 45 -2.9 1.394 PL 32.00 PF 0.0 El0 53.7 0.0 37.2 0.0 0.6 150 FTG ET PE 0.0 EE 53.7 0.0 37.2 0.0 0.001 TL 43.10 PV Pipe: 46 -13.6 1.394 PL 75.50 PF 0. 9 F 53.7 0.0 33.4 0.0 2.9 150 FTG T PE 0.0 Fl 53.7 0.0 34.3 0.0 0.011 TL 82.80 PV Pipe: 47 -25.2 2.003 PL 10.00 PF 0.2 Fl 53.7 0.0 34.3 0.0 2.6 150 FTG ET PE 0.0 F2 53.7 0.0 34.4 0.0 0.006 TL 27.70 PV Pipe: 48 -11.8 1.394 PL 8.08 PF 0.2 F2 53.7 0.0 34.4 0.0 2.5 150 FTG 2T PE 0.0 E2 53.7 0.0 34.6 0.0 0.008 TL 22.68 PV Pipe: 49 -13.4 1.394 PL 58.25 PF 0.7 F2 53.7 0.0 34.4 0.0 2.8 150 FTG T PE 0.0 F5 53.7 0.0 35.1 0.0 0.010 TL 65.55 PV Pipe: 50 -7.3 1.394 PL 22.08 PF 0.1 F7 53.7 0.0 36.4 0.0 1.5 150 FTG T PE 0.0 E8 53.7 0.0 36.5 0.0 0.003 TL 29.38 PV Pipe: 51 -14.5 1.394 PL 11.00 PF 0.2 E8 53.7 0.0 36.5 0.0 3.0 150 FTG T PE 0.0 121 53.7 0.0 36.7 0.0 0.012 TL 18.30 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 4/4/2018OAK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA501.SDF JOB TITLE: Oak Street, Bldg A, 5th Floor, Area 1, 0.10/ 4 Sprks +100 Hose PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 52 -14.5 1.394 PL 5.50 PF 0.1 121 53.7 0.0 36.7 0.0 3.0 150 FTG ---- PE 0.0 122 53.7 0.0 36.8 0.0 0.012 TL 5.50 PV Pipe: 53 -14.5 1.394 PL 5.00 PF 0.1 122 53.7 0.0 36.8 0.0 3.0 150 FTG ---- PE 0.0 123 53.7 0.0 36.8 0.0 0.012 TL 5.00 PV Pipe: 54 -14.5 1.394 PL 7.50 PF 0.1 123 53.7 0.0 36.8 0.0 3.0 150 FTG ---- PE 0.0 124 53.7 0.0 36.9 0.0 0.012 TL 7.50 PV Pipe: 55 -14.5 1.394 PL 14.00 PF 0.3 124 53.7 0.0 36.9 0.0 3.0 150 FTG T PE 0.0 F10 53.7 0.0 37.2 0.0 0.012 TL 21.30 PV Pipe: 56 -5.5 1.394 PL 13.25 PF 0.1 F10 53.7 0.0 37.2 0.0 1.2 150 FTG 2T PE 0.0 El0 53.7 0.0 37.2 0.0 0.002 TL 27.85 PV Pipe: 57 -2.7 1.394 PL 30.00 PF 0.0 El0 53.7 0.0 37.2 0.0 0.6 150 FTG ET PE 0.0 FF 53.7 0.0 37.2 0.0 0.001 TL 41.10 PV Pipe: 58 -13.7 1.394 PL 130.00 PF 1.7 G 53.7 0.0 33.4 0.0 2.9 150 FTG 3E2T PE 0.0 G5 53.7 0.0 35.1 0.0 0.011 TL 156.00 PV Pipe: 59 -15.3 1.394 PL 22.75 PF 0.4 G7 53.7 0.0 36.4 0.0 3.2 150 FTG ET PE 0.0 125 53.7 0.0 36.8 0.0 0.013 TL 33.85 PV Pipe: 60 -15.3 1.394 PL 15.25 PF 0.3 125 53.7 0.0 36.8 0.0 3.2 150 FTG T PE 0.0 G10 53.7 0.0 37.1 0.0 0.013 TL 22.55 PV Pipe: 61 -5.0 1.394 PL 40.50 PF 0.1 G10 53.7 0.0 37.1 0.0 1.1 150 FTG 2T PE 0.0 GG 53.7 0.0 37.2 0.0 0.002 TL 55.10 PV Pipe: 62 7.9 2.003 PL 8.21 PF 0.0 A 53.7 0.0 33.7 0.0 0.8 150 FTG ---- PE 0.0 B 53.7 0.0 33.7 0.0 0.001 TL 8.21 PV Pipe: 63 15.8 2.003 PL 12.38 PF 0.0 B 53.7 0.0 33.7 0.0 1.6 150 FTG ---- PE 0.0 C 53.7 0.0 33.7 0.0 0.002 TL 12.38 PV Pipe: 64 24.0 2.003 PL 3.08 PF 0.1 C 53.7 0.0 33.7 0.0 2.4 150 FTG T PE 0.0 D 53.7 0.0 33.6 0.0 0.005 TL 15.08 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 4/4/2018OAK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA501.SDF JOB TITLE: Oak Street, Bldg A, 5th Floor, Area 1, 0.10/ 4 Sprks +100 Hose PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 65 51.5 2.003 PL 2.67 PF 0.3 D 53.7 0.0 33.6 0.0 5.2 150 FTG T PE 0.0 H 53.7 0.0 33.3 0.0 0.021 TL 14.67 PV Pipe: 66 -38.8 2.003 PL 6.00 PF 0.1 H 53.7 0.0 33.3 0.0 4.0 150 FTG ---- PE 0.0 E 53.7 0.0 33.4 0.0 0.013 TL 6.00 PV Pipe: 67 -27.2 2.003 PL 8.67 PF 0.1 E 53.7 0.0 33.4 0.0 2.8 150 FTG ---- PE 0.0 F 53.7 0.0 33.4 0.0 0.007 TL 8.67 PV Pipe: 68 -13.7 2.003 PL 10.50 PF 0.0 F 53.7 0.0 33.4 0.0 1.4 150 FTG ---- PE 0.0 G 53.7 0.0 33.4 0.0 0.002 TL 10.50 PV Pipe: 69 6.7 2.003 PL 8.21 PF 0.0 Al 53.7 0.0 34.0 0.0 0.7 150 FTG ---- PE 0.0 Bl 53.7 0.0 34.0 0.0 0.000 TL 8.21 PV Pipe: 70 -1.2 2.003 PL 12.38 PF 0.0 B1 53.7 0.0 34.0 0.0 0.1 150 FTG ---- PE 0.0 Cl 53.7 0.0 34.0 0.0 0.000 TL 12.38 PV Pipe: 71 -9.5 2.003 PL 3.08 PF 0.0 Cl 53.7 0.0 34.0 0.0 1.0 150 FTG T PE 0.0 Dl 53.7 0.0 34.0 0.0 0.001 TL 15.08 PV Pipe: 72 -14.5 2.003 PL 24.33 PF 0.0 A2 53.7 0.0 34.4 0.0 1.5 150 FTG ---- PE 0.0 D3 53.7 0.0 34.5 0.0 0.002 TL 24.33 PV Pipe: 73 7.4 2.003 PL 8.83 PF 0.0 A3 53.7 0.0 34.6 0.0 0.8 150 FTG ---- PE 0.0 B3 53.7 0.0 34.6 0.0 0.001 TL 8.83 PV Pipe: 74 15.0 2.003 PL 8.88 PF 0.0 B3 53.7 0.0 34.6 0.0 1.5 150 FTG ---- PE 0.0 C3 53.7 0.0 34.6 0.0 0.002 TL 8.88 PV Pipe: 75 22.8 2.003 PL 7.38 PF 0.1 C3 53.7 0.0 34.6 0.0 2.3 150 FTG T PE 0.0 D3 53.7 0.0 34.5 0.0 0.005 TL 19.38 PV Pipe: 76 -7.4 2.003 PL 8.83 PF 0.0 A4 53.7 0.0 34.8 0.0 0.8 150 FTG ---- PE 0.0 B4 53.7 0.0 34.8 0.0 0.001 TL 8.83 PV Pipe: 77 -15.0 2.003 PL 8.88 PF 0.0 B4 53.7 0.0 34.8 0.0 1.5 150 FTG ---- PE 0.0 C4 53.7 0.0 34.8 0.0 0.002 TL 8.88 PV I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 4/4/2018OAK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA501.SDF JOB TITLE: Oak Street, Bldg A, 5th Floor, Area 1, 0.10/ 4 Sprks +100 Hose PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 78 -10.2 2.003 PL 7.38 PF 0.0 C4 53.7 0.0 34.8 0.0 1.0 150 FTG T PE 0.0 D4 53.7 0.0 34.9 0.0 0.001 TL 19.38 PV Pipe: 79 5.0 2.003 PL 7.38 PF 0.0 C5 53.7 0.0 35.2 0.0 0.5 150 FTG T PE 0.0 D5 53.7 0.0 35.2 0.0 0.000 TL 19.38 PV Pipe: 80 21.2 2.003 PL 6.83 PF 0.1 D5 53.7 0.0 35.2 0.0 2.2 150 FTG T PE 0.0 E5 53.7 0.0 35.2 0.0 0.004 TL 18.83 PV Pipe: 81 27.0 2.003 PL 7.58 PF 0.0 E5 53.7 0.0 35.2 0.0 2.8 150 FTG ---- PE 0.0 F5 53.7 0.0 35.1 0.0 0.006 TL 7.58 PV Pipe: 82 13.7 2.003 PL 9.62 PF 0.0 F5 53.7 0.0 35.1 0.0 1.4 150 FTG ---- PE 0.0 G5 53.7 0.0 35.1 0.0 0.002 TL 9.62 PV Pipe: 83 10.0 2.003 PL 8.33 PF 0.0 A6 53.7 0.0 36.0 0.0 1.0 150 FTG ---- PE 0.0 B6 53.7 0.0 36.0 0.0 0.001 TL 8.33 PV Pipe: 84 20.3 2.003 PL 8.00 PF 0.0 B6 53.7 0.0 36.0 0.0 2.1 150 FTG ---- PE 0.0 C6 53.7 0.0 36.0 0.0 0.004 TL 8.00 PV Pipe: 85 13.6 2.003 PL 7.38 PF 0.0 C6 53.7 0.0 36.0 0.0 1.4 150 FTG T PE 0.0 D6 53.7 0.0 35.9 0.0 0.002 TL 19.38 PV Pipe: 86 3.7 2.003 PL 6.83 PF 0.0 D6A 53.7 0.0 35.9 0.0 0.4 150 FTG T PE 0.0 E6 53.7 0.0 35. 9 0.0 0.000 TL 18.83 PV Pipe: 87 -15.7 2.003 PL 7.00 PF 0.0 D7 53.7 0.0 36.3 0.0 1. 6 150 FTG T PE 0.0 E7 53.7 0.0 36.3 0.0 0.002 TL 19.00 PV Pipe: 88 -22.6 2.003 PL 7.92 PF 0.0 E7 53.7 0.0 36.3 0.0 2.3 150 FTG ---- PE 0.0 F7 53.7 0.0 36.4 0.0 0.005 TL 7.92 PV Pipe: 89 -15.3 2.003 PL 9.46 PF 0.0 F7 53.7 0.0 36.4 0.0 1.6 150 FTG ---- PE 0.0 G7 53.7 0.0 36.4 0.0 0.002 TL 9.46 PV Pipe: 90 -10.0 2.003 PL 8.33 PF 0.0 A8 53.7 0.0 36.5 0.0 1.0 150 FTG ---- PE 0.0 B8 53.7 0.0 36.5 0.0 0.001 TL 8.33 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 4/4/2018OAK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA501.SDF JOB TITLE: Oak Street, Bldg A, 5th Floor, Area 1, 0.10/ 4 Sprks +100 Hose PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 91 -20.3 2.003 PL 8.00 PF 0.0 B8 53.7 0.0 36.5 0.0 2.1 150 FTG ---- PE 0.0 C8 53.7 0.0 36.5 0.0 0.004 TL 8.00 PV Pipe: 92 -31.1 2.003 PL 7.38 PF 0.2 C8 53.7 0.0 36.5 0.0 3.2 150 FTG T PE 0.0 D9 53.7 0.0 36.7 0.0 0.008 TL 19.38 PV Pipe: 93 7.9 2.003 PL 7.75 PF 0.0 A9 53.7 0.0 36.7 0.0 0.8 150 FTG ---- PE 0.0 B9 53.7 0.0 36.7 0.0 0.001 TL 7.75 PV Pipe: 94 15.9 2.003 PL 6.79 PF 0.0 B9 53.7 0.0 36.7 0.0 1.6 150 FTG ---- PE 0.0 C9 53.7 0.0 36.7 0.0 0.002 TL 6.79 PV Pipe: 95 24.2 2.003 PL 3.88 PF 0.0 C9 53.7 0.0 36.7 0.0 2.5 150 FTG ---- PE 0.0 D9 53.7 0.0 36.7 0.0 0.005 TL 3.88 PV Pipe: 96 19.2 2.003 PL 8.83 PF 0.1 D10 53.7 0.0 37.2 0.0 2.0 150 FTG T PE 0.0 F10 53.7 0.0 37.2 0.0 0.003 TL 20.83 PV Pipe: 97 10.3 2.003 PL 17.25 PF 0.0 F10 53.7 0.0 37.2 0.0 1.0 150 FTG ---- PE 0.0 G10 53.7 0.0 37.1 0.0 0.001 TL 17.25 PV Pipe: 98 -7.9 2.003 PL 10.75 PF 0.0 AA 53.7 0.0 37.1 0.0 0.8 150 FTG ---- PE 0.0 BB 53.7 0.0 37.1 0.0 0.001 TL 10.75 PV Pipe: 99 -15.9 2.003 PL 6.75 PF 0.0 BB 53.7 0.0 37.1 0.0 1.6 150 FTG ---- PE 0.0 CC 53.7 0.0 37.2 0.0 0.002 TL 6.75 PV Pipe: 100 -24.2 2.003 PL 7.33 PF 0.1 CC 53.7 0.0 37.2 0.0 2.5 150 FTG T PE 0.0 DD 53.7 0.0 37.3 0.0 0.005 TL 19.33 PV Pipe: 101 10. 6 2.003 PL 7.00 PF 0.0 DD 53.7 0.0 37.3 0.0 1.1 150 FTG T PE 0.0 EE 53.7 0.0 37.2 0.0 0.001 TL 19.00 PV Pipe: 102 7.7 2.003 PL 7.00 PF 0.0 EE 53.7 0.0 37.2 0.0 0.8 150 FTG ---- PE 0.0 FF 53.7 0.0 37.2 0.0 0.001 TL 7.00 PV Pipe: 103 5.0 2.003 PL 13.00 PF 0.0 FF 53.7 0.0 37.2 0.0 0.5 150 FTG ---- PE 0.0 GG 53.7 0.0 37.2 0.0 0.000 TL 13.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 4/4/2018OAK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA501.SDF JOB TITLE: Oak Street, Bldg A, 5th Floor, Area 1, 0.10/ 4 Sprks +100 Hose PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 104 -90.3 2.003 PL 4.83 PF 0.3 Dll 53.7 0.0 37.7 0.0 9.2 150 FTG ---- PE 0.0 J 53.7 0.0 38.0 0.0 0.060 TL 4.83 PV Pipe: 105 -90.3 2.067 PL 9.00 PF 2.3 J 53.7 0.0 38.0 0.0 8.6 120 FTG 2ET PE 0.0 5TH 53.7 0.0 40.3 0.0 0.078 TL 29.00 PV Pipe: 106 -90.3 3.260 PL 10.59 PF 0.1 5TH 53.7 0.0 40.3 0.0 3.5 120 FTG ---- PE 4.6 4TH 43.1 0.0 44.9 0.0 0.008 TL 10.59 PV Pipe: 107 -90.3 3.260 PL 10.58 PF 0.1 4TH 43.1 0.0 44. 9 0.0 3.5 120 FTG ---- PE 4.6 3RD 32.5 0.0 49.6 0.0 0.008 TL 10.58 PV Pipe: 108 -90.3 3.260 PL 10.75 PF 0.1 3RD 32.5 0.0 49.6 0.0 3.5 120 FTG ---- PE 4.7 2ND 21.8 0.0 54.4 0.0 0.008 TL 10.75 PV Pipe: 109 -90.3 3.260 PL 114 .25 PF 1.2 2ND 21.8 0.0 54.4 0.0 3.5 120 FTG 4L PE 5.3 TOR 9.5 0.0 60.9 0.0 0.008 TL 141.13 PV Pipe: 110 -90.3 3.260 PL 7.50 PF 0.3 TOR 9.5 0.0 60.9 0.0 3.5 120 FTG TB PE 3.2 BOR 2.0 0.0 64.5 0.0 0.008 TL 41.10 PV Pipe: 111 90.3 4.260 PL 6.00 PF 0.1 UG 1.0 0.0 65.0 0.0 2.0 120 FTG TC PE -0.4 BOR 2.0 0.0 64.5 0.0 0.002 TL 61.30 PV Pipe: 112 -90.3 8.390 PL 60.00 PF 0.0 UG 1.0 0.0 65.0 0.0 0.5 140 FTG 3L PE 0.4 UG1 0.0 H.S. 65.5 100.0 0.000 TL 126.00 PV Pipe: 113 -190.3 8.390 PL 40.00 PF 0.0 UG1 0.0 H.S. 65.5 100.0 1.1 140 FTG 3L PE 0.0 BF1 0.0 0.0 65.5 0.0 0.000 TL 106.00 PV Pipe: 114 FIXED PRESSURE LOSS DEVICE BF2 0.0 0.0 71.5 0.0 6.0 psi, 190.3 gpm BF1 0.0 0.0 65.5 0.0 Pipe: 115 -190.3 8.390 PL 40.00 PF 0.0 BF2 0.0 0.0 71.5 0.0 1.1 140 FTG TG PE 0.0 SOURCE 0.0 SRCE 71.5 (N/A) 0.000 TL 106.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 4/4/2018OAK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA501.SDF JOB TITLE: Oak Street, Bldg A, 5th Floor, Area 1, 0.10/ 4 Sprks +100 Hose NOTES (HASS) : (1) Calculations were performed by the HASS 8.7 computer program in accordance with NFPA13 (2017) under license no. 4906013211 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.174 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 19.0 ft/sec at pipe 8. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SOURCE under full flow conditions is 103.99 psi with a flow of 221.32 gpm. (6) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 3.260 9.41 20.16 6.72 21.50 13.44 1.34 17.47 17.47 20.16 4.260 13.17 26.33 7. 90 28.97 15.80 2.63 26.33 26.33 26.33 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B - G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 14 DATE: 4/4/2018OAK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA501.SDF JOB TITLE: Oak Street, Bldg A, 5th Floor, Area 1, 0.10/ 4 Sprks +100 Hose PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 El Tee RunT Kplg ChkV1v Gate 1.101 1.40 2.50 6.00 1.70 1.00 8.00 0.40 1.394 1.80 3.80 7.30 2.30 1.00 11.00 0.80 2.003 2.60 5.70 12.00 4.00 1.00 17.00 1.50 WATER SUPPLY ANALYSIS o bi H Static: 104 . 00 psi Resid: 103. 00 psi Flow: 2606. 0 gpm y 120 . 0 H H 4, LEGEND Available pressure 103.99 psi @ 190.3 gpm O o CO 0 2 111 aprt x 100 . 0 Reui.icad.. a�smae n G 71.54 psi @ 190.3 gpm M• 1-3 A try U to H z G o ro r E 80 . 0 • y C in t.1 H P 2 t z cn • H H R m N ro i X E A. Source Supply Curve o ro x B. System Demand Curve 0 x1 H-C▪ z 60 . 0 x S U nt71 R a n E r 0 > o m r ( 40 . 0 Ott (1-'21 s 0 C, � n 20 . 0 • Oy + x > O (n 0 0 H ro M • B o to iQ M 0 m M by H 0 . 0 "' -14 . 7 610 910 1100 100 100 2100 2100 2/00 31100 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 16 DATE: 4/4/2018OAK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA501.SDF JOB TITLE: Oak Street, Bldg A, 5th Floor, Area 1, 0.10/ 4 Sprks +100 Hose WATER SUPPLY CURVE 108+ 0\\\\\\\\\\\\\\\\\\\\\\\\\\\\* <-103.0 psi @ 2606 gpm Flow Test Point 99+ 90+ 81+ 1 P 72X R 1 E I S I S 63+ U I R 1 E 1 54+ ( 1 P I S 1 I 45+ 1 1 36+ 27+ 1 18+ LEGEND 1 I X = Required Water Supply 71.54 psi @ 190.3 gpm 9+ 0 = Available Water Supply " 1 103.99 psi @ 190.3 gpm 1 0++-+---+ 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) HYDRAULIC DESIGN INFORMATION SHEET Job Name: Oak Street Apartments Location: 9000 SW Oak Street, Tigard, OR Drawing Date: 4-20-18 Remote Area Number: 2 Contractor: Johnson Controls 5TH Floor 9520 10th Ave. South, Suite 100 Seattle, WA 98108 Telephone: 206-291-1400 Designer: Alan Mahaffie Calculated By: Johnson Controls Construction: Combustible Occupancy: Residential Reviewing Authorities: City of Tigard SYSTEM DESIGN Code: NFPA-13 Hazard: Residential System Type: WET Area of Sprinkler Operation 4 SPRKS Sprinkler or Nozzle Density (gpm/sq ft) 0.10 Make: TYCO Area per Sprinkler 224 sq ft Model: LFII Hose Allowance Inside 0 gpm K-Factor: 4.9 Hose Allowance Outside 100 gpm Temperature Rating: 155 CALCULATION SUMMARY 4 Flowing Outlets GPM Required: 192.8 PSI Required: 77.4 @ City Connection / Supply WATER SUPPLY Water Flow Test Pump Data Tank or Reservoir Date of Test 3-2-2017 Rated Capacity gpm Capacity gal Static Pressure 104.0 psi Rated Pressure psi Elevation Residual Pres 103.0 psi Elevation At a Flow of 2606.4 gpm Make: Well Elevation 0" Model: Proof Flow gpm Location: SW Oak St. & SW 90th Ave. Source of Information: Tualatin Valley Water District Available Pressure of 104.0 psi Exceeds Required Pressure of 77.4 psi This is a safety margin of 26.6 psi. Maximum Water Velocity is 19.5 fp/sec Notes: SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 4/4/2018OAK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA502.SDF JOB TITLE: Oak Street, Bldg A, 5th Floor, Area 2, 0.10/ 4 Sprks +100 Hose WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 104.0 103.0 2606.0 104.0 192.8 77.4 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 192.8 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 92.8 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 11 63.2 K= 4.90 20.9 22.4 12 63.2 K= 4.90 21.6 22.8 13 63.2 K= 4.90 22.4 23.2 14 63.2 K= 4.90 24.9 24.4 111 63.7 - - - - 20.9 - - - 112 63.7 - - - - 22.4 - - - 113 63.7 - - - - 23.3 - - - 114 63.7 - - - - 25.8 - - - 121 53.7 - - - - 42.2 - - - 122 53.7 - - - - 42.3 - - - 123 53.7 - - - - 42.4 - - - 124 53.7 - - - - 42.5 - - - 125 53.7 - - - - 42.4 - - - A 53.7 - - - - 39.1 - - - Al 53.7 - - - - 39.4 - - - A2 53.7 - - - - 39.9 - - - A3 53.7 - - - - 40.0 - - - A4 53.7 - - - - 40.3 - - - A6 53.7 - - - - 41.5 - - - A8 53.7 - - - - 42.0 - - - A9 53.7 - - - - 42.3 - - - AA 53.7 - - - - 42.7 - - - B 53.7 - - - - 39.1 - - - B1 53.7 - - - - 39.4 - - - B3 53.7 - - - - 40.0 - - - B4 53.7 - - - - 40.3 - - - B6 53.7 - - - - 41.5 - - - B8 53.7 - - - - 42.1 - - - B9 53.7 - - - - 42.3 - - - BB 53.7 - - - - 42.7 - - - C 53.7 - - - - 39.1 - - - C1 53.7 - - - - 39.4 - - - C3 53.7 - - - - 40.0 - - - C4 53.7 - - - - 40.3 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 4/4/2018OAK STREET APARTMENTS\SPRINKLER\CALLS\HYDRAULIC\OAKA502.SDF JOB TITLE: Oak Street, Bldg A, 5th Floor, Area 2, 0.10/ 4 Sprks +100 Hose NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) C5 53.7 - - - - 40.7 - - - C6 53.7 - - - - 41.5 - - - C8 53.7 - - - - 42.1 - - - C9 53.7 - - - - 42.3 - - - CC 53.7 - - - - 42.7 - - - D 53.7 - - - - 39.0 - - - D1 53.7 - - - - 39.4 - - - D2 53.7 - - - - 39.9 - - - D3 53.7 - - - - 39. 9 - - - D4 53.7 - - - - 40.3 - - - D5 53.7 - - - - 40.7 - - - D6 53.7 - - - - 41.5 - - - D6A 53.7 - - - - 41.4 - - - D7 53.7 - - - - 41.8 - - - D8 53.7 - - - - 42.3 - - - D9 53.7 - - - - 42.3 - - - D10 53.7 - - - - 42.8 - - - D11 53.7 - - - - 43.3 - - - DD 53.7 - - - - 42.8 - - - E 53.7 - - - - 38.7 - - - El 53.7 - - - - 39.6 - - - E2 53.7 - - - - 40.1 - - - E5 53.7 - - - - 40.6 - - - E6 53.7 - - - - 41.4 - - - E7 53.7 - - - - 41.9 - - - E8 53.7 - - - - 42.0 - - - El0 53.7 - - - - 42.8 - - - EE 53.7 - - - - 42.8 - - - F 53.7 - - - - 38.8 - - - F1 53.7 - - - - 39.7 - - - F2 53.7 - - - - 39.9 - - - F5 53.7 - - - - 40.6 - - - F7 53.7 - - - - 41.9 - - - F10 53.7 - - - - 42.7 - - - FF 53.7 - - - - 42.8 - - - G 53.7 - - - - 38.8 - - - G5 53.7 - - - - 40.6 - - - G7 53.7 - - - - 41.9 - - - G10 53.7 - - - - 42.7 - - - GG 53.7 - - - - 42.8 - - - H 53.7 - - - - 38.7 - - - H2 63.7 - - - - 29.6 - - - J 53.7 - - - - 43.6 - - - 5TH 53.7 - - - - 46.0 - - - 4TH 43.1 - - - - 50.7 - - - 3RD 32.5 - - - - 55.4 - - - 2ND 21.8 - - - - 60.1 - - - TOR 9.5 - - - - 66.7 - - - BOR 2.0 - - - - 70.3 - - - UG 1.0 - - - - 70.9 - - - UG1 0.0 HOSE STREAM 71.3 100.0 BF1 0.0 - - - - 71.3 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/4/2018OAK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA502.SDF JOB TITLE: Oak Street, Bldg A, 5th Floor, Area 2, 0.10/ 4 Sprks +100 Hose NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) BF2 0.0 - - - - 77.3 - - - SOURCE 0.0 SOURCE 77.4 192.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 4/4/2018OAK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA502.SDF JOB TITLE: Oak Street, Bldg A, 5th Floor, Area 2, 0.10/ 4 Sprks +100 Hose PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -22.4 1.101 PL 0.50 PF 0.3 11 63.2 4.9 20.9 22.4 7.5 150 FTG E PE -0.2 111 63.7 0.0 20.9 0.0 0.084 TL 3.00 PV Pipe: 2 -22.8 1.101 PL 3.50 PF 1.0 12 63.2 4.9 21.6 22.8 7.7 150 FTG ET PE -0.2 112 63.7 0.0 22.4 0.0 0.087 TL 12.00 PV Pipe: 3 -23.2 1.101 PL 3.54 PF 1.1 13 63.2 4. 9 22.4 23.2 7.8 150 FTG ET PE -0.2 113 63.7 0.0 23.3 0.0 0.090 TL 12.04 PV Pipe: 4 -24.4 1.101 PL 3.29 PF 1.2 14 63.2 4.9 24. 9 24.4 8.2 150 FTG ET PE -0.2 114 63.7 0.0 25.8 0.0 0.099 TL 11.79 PV Pipe: 5 -22.4 1.101 PL 12.00 PF 1.5 111 63.7 0.0 20.9 0.0 7.5 150 FTG T PE 0.0 112 63.7 0.0 22.4 0.0 0.084 TL 18.00 PV Pipe: 6 -45.2 1.394 PL 1.25 PF 0.8 112 63.7 0.0 22.4 0.0 9.5 150 FTG T PE 0.0 113 63.7 0.0 23.3 0.0 0.097 TL 8.55 PV Pipe: 7 -68.4 1.394 PL 12.08 PF 2.5 113 63.7 0.0 23.3 0.0 14.4 150 FTG ---- PE 0.0 114 63.7 0.0 25.8 0.0 0.210 TL 12.08 PV Pipe: 8 -92.8 1.394 PL 2.92 PF 3.8 114 63.7 0.0 25.8 0.0 19.5 150 FTG T PE 0.0 H2 63.7 0.0 29.6 0.0 0.369 TL 10.22 PV Pipe: 9 -92.8 2.003 PL 22.75 PF 4.8 H2 63.7 0.0 29.6 0.0 9.5 150 FTG 5E2T PE 4.3 H 53.7 0.0 38.7 0.0 0.063 TL 75.25 PV Pipe: 10 -8.1 1.394 PL 64.21 PF 0.3 A 53.7 0.0 39.1 0.0 1.7 150 FTG 2T PE 0.0 Al 53.7 0.0 39.4 0.0 0.004 TL 78.81 PV Pipe: 11 -14.9 1.394 PL 28.46 PF 0.4 Al 53.7 0.0 39.4 0.0 3.1 150 FTG T PE 0.0 A2 53.7 0.0 39.9 0.0 0.013 TL 35.76 PV Pipe: 12 -7.6 1.394 PL 53.42 PF 0.2 A3 53.7 0.0 40.0 0.0 1.6 150 FTG T PE 0.0 A4 53.7 0.0 40.3 0.0 0.004 TL 60.72 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 4/4/2018OAK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA502.SDF JOB TITLE: Oak Street, Bldg A, 5th Floor, Area 2, 0.10/ 4 Sprks +100 Hose PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -10.3 1.394 PL 66.88 PF 0.5 A6 53.7 0.0 41.5 0.0 2.2 150 FTG 2T PE 0.0 A8 53.7 0.0 42.0 0.0 0.006 TL 81.48 PV Pipe: 14 -8.1 1.394 PL 87.71 PF 0.4 A9 53.7 0.0 42.3 0.0 1.7 150 FTG 2T PE 0.0 AA 53.7 0.0 42.7 0.0 0.004 TL 102.31 PV Pipe: 15 -8.1 1.394 PL 64.21 PF 0.3 B 53.7 0.0 39.1 0.0 1.7 150 FTG 2T PE 0.0 B1 53.7 0.0 39.4 0.0 0.004 TL 78.81 PV Pipe: 16 -7.8 1.394 PL 53.42 PF 0.2 B3 53.7 0.0 40.0 0.0 1. 6 150 FTG T PE 0.0 B4 53.7 0.0 40.3 0.0 0.004 TL 60.72 PV Pipe: 17 -10.5 1.394 PL 66.88 PF 0.5 B6 53.7 0.0 41.5 0.0 2.2 150 FTG 2T PE 0.0 B8 53.7 0.0 42.1 0.0 0.007 TL 81.48 PV Pipe: 18 -8.2 1.394 PL 87.71 PF 0.4 B9 53.7 0.0 42.3 0.0 1.7 150 FTG 2T PE 0.0 BB 53.7 0.0 42.7 0.0 0.004 TL 102.31 PV Pipe: 19 -8.5 1.394 PL 64.21 PF 0.4 C 53.7 0.0 39.1 0.0 1.8 150 FTG 2T PE 0.0 Cl 53.7 0.0 39.4 0.0 0.004 TL 78.81 PV Pipe: 20 -8.0 1.394 PL 53.42 PF 0.3 C3 53.7 0.0 40.0 0.0 1.7 150 FTG 2T PE 0.0 C4 53.7 0.0 40.3 0.0 0.004 TL 68.02 PV Pipe: 21 -12.9 1.394 PL 30.25 PF 0.4 C4 53.7 0.0 40.3 0.0 2.7 150 FTG 2T PE 0.0 C5 53.7 0.0 40.7 0.0 0.010 TL 44.85 PV Pipe: 22 -18.0 1.394 PL 28.75 PF 0.8 C5 53.7 0.0 40.7 0.0 3.8 150 FTG 2T PE 0.0 C6 53.7 0.0 41.5 0.0 0.018 TL 43.35 PV Pipe: 23 -11.2 1.394 PL 66.88 PF 0.6 C6 53.7 0.0 41.5 0.0 2.3 150 FTG 2T PE 0.0 C8 53.7 0.0 42.1 0.0 0.007 TL 81.48 PV Pipe: 24 -8. 6 1.394 PL 87.71 PF 0.5 C9 53.7 0.0 42.3 0.0 1.8 150 FTG 2T PE 0.0 CC 53.7 0.0 42.7 0.0 0.004 TL 102.31 PV Pipe: 25 -28.2 2.003 PL 64.21 PF 0.4 D 53.7 0.0 39.0 0.0 2.9 150 FTG ---- PE 0.0 D1 53.7 0.0 39.4 0.0 0.007 TL 64.21 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 4/4/2018OAK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA502.SDF JOB TITLE: Oak Street, Bldg A, 5th Floor, Area 2, 0.10/ 4 Sprks +100 Hose PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 -38.0 2.003 PL 28.46 PF 0.5 Dl 53.7 0.0 39.4 0.0 3.9 150 FTG T PE 0.0 D2 53.7 0.0 39.9 0.0 0.012 TL 40.46 PV Pipe: 27 -8.5 2.003 PL 2.29 PF 0.0 D2 53.7 0.0 39.9 0.0 0.9 150 FTG ---- PE 0.0 D3 53.7 0.0 39.9 0.0 0.001 TL 2.29 PV Pipe: 28 -29.5 2.003 PL 51.17 PF 0.4 D2 53.7 0.0 39.9 0.0 3.0 150 FTG ---- PE 0.0 D4 53.7 0.0 40.3 0.0 0.008 TL 51.17 PV Pipe: 29 -40.0 2.003 PL 30.29 PF 0.4 D4 53.7 0.0 40.3 0.0 4.1 150 FTG ---- PE 0.0 D5 53.7 0.0 40.7 0.0 0.013 TL 30.29 PV Pipe: 30 -56.6 2.003 PL 25.54 PF 0. 6 D5 53.7 0.0 40.7 0.0 5.8 150 FTG ---- PE 0.0 D6A 53.7 0.0 41.4 0.0 0.025 TL 25.54 PV Pipe: 31 -60.4 2.003 PL 3.21 PF 0.1 D6A 53.7 0.0 41.4 0.0 6.2 150 FTG ---- PE 0.0 D6 53.7 0.0 41.5 0.0 0.029 TL 3.21 PV Pipe: 32 -46.4 2.003 PL 21.50 PF 0.4 D6 53.7 0.0 41.5 0.0 4.7 150 FTG ---- PE 0.0 D7 53.7 0.0 41.8 0.0 0.018 TL 21.50 PV Pipe: 33 -30.3 2.003 PL 42.00 PF 0.4 D7 53.7 0.0 41.8 0.0 3.1 150 FTG T PE 0.0 D8 53.7 0.0 42.3 0.0 0.008 TL 54.00 PV Pipe: 34 7.1 2.003 PL 3.50 PF 0.0 D8 53.7 0.0 42.3 0.0 0.7 150 FTG ---- PE 0.0 D9 53.7 0.0 42.3 0.0 0.001 TL 3.50 PV Pipe: 35 -37.4 2.003 PL 47.17 PF 0.6 D8 53.7 0.0 42.3 0.0 3.8 150 FTG ---- PE 0.0 D10 53.7 0.0 42.8 0.0 0.012 TL 47.17 PV Pipe: 36 -57.1 2.003 PL 8.00 PF 0.5 D10 53.7 0.0 42.8 0.0 5.8 150 FTG T PE 0.0 Dli 53.7 0.0 43.3 0.0 0.026 TL 20.00 PV Pipe: 37 35.7 2.003 PL 32.50 PF 0.5 Oil 53.7 0.0 43.3 0.0 3.6 150 FTG T PE 0.0 DD 53.7 0.0 42.8 0.0 0.011 TL 44.50 PV Pipe: 38 -11.9 1.394 PL 80.50 PF 0.8 E 53.7 0.0 38.7 0.0 2.5 150 FTG E2T PE 0.0 El 53.7 0.0 39. 6 0.0 0.008 TL 98.90 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 4/4/2018OAK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA502.SDF JOB TITLE: Oak Street, Bldg A, 5th Floor, Area 2, 0.10/ 4 Sprks +100 Hose PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 39 -11. 9 1.394 PL 11.00 PF 0.2 El 53.7 0.0 39.6 0.0 2.5 150 FTG T PE 0.0 Fl 53.7 0.0 39.7 0.0 0.008 TL 18.30 PV Pipe: 40 -12.2 1.394 PL 58.17 PF 0.6 E2 53.7 0.0 40.1 0.0 2.6 150 FTG T PE 0.0 E5 53.7 0.0 40.6 0.0 0.009 TL 65.47 PV Pipe: 41 -18.2 1.394 PL 25.54 PF 0.7 E5 53.7 0.0 40.6 0.0 3.8 150 FTG 2T PE 0.0 E6 53.7 0.0 41.4 0.0 0.018 TL 40.14 PV Pipe: 42 -14.4 1.394 PL 25.75 PF 0.5 E6 53.7 0.0 41.4 0.0 3.0 150 FTG E2T PE 0.0 E7 53.7 0.0 41.9 0.0 0.012 TL 44.15 PV Pipe: 43 -7.4 1.394 PL 30.29 PF 0.1 E7 53.7 0.0 41.9 0.0 1.6 150 FTG ET PE 0.0 E8 53.7 0.0 42.0 0.0 0.003 TL 41.39 PV Pipe: 44 -3.0 1.394 PL 32.00 PF 0.0 El0 53.7 0.0 42.8 0.0 0.6 150 FTG ET PE 0.0 EE 53.7 0.0 42.8 0.0 0.001 TL 43.10 PV Pipe: 45 -13.9 1.394 PL 75.50 PF 0.9 F 53.7 0.0 38.8 0.0 2.9 150 FTG T PE 0.0 Fl 53.7 0.0 39.7 0.0 0.011 TL 82.80 PV Pipe: 46 -25.9 2.003 PL 10.00 PF 0.2 Fl 53.7 0.0 39.7 0.0 2.6 150 FTG ET PE 0.0 F2 53.7 0.0 39.9 0.0 0.006 TL 27.70 PV Pipe: 47 -12.2 1.394 PL 8.08 PF 0.2 F2 53.7 0.0 39.9 0.0 2.6 150 FTG 2T PE 0.0 E2 53.7 0.0 40.1 0.0 0.009 TL 22.68 PV Pipe: 48 -13.7 1.394 PL 58.25 PF 0.7 F2 53.7 0.0 39.9 0.0 2.9 150 FTG T PE 0.0 F5 53.7 0.0 40.6 0.0 0.011 TL 65.55 PV Pipe: 49 -7.5 1.394 PL 22.08 PF 0.1 F7 53.7 0.0 41.9 0.0 1.6 150 FTG T PE 0.0 E8 53.7 0.0 42.0 0.0 0.003 TL 29.38 PV Pipe: 50 -14.9 1.394 PL 11.00 PF 0.2 E8 53.7 0.0 42.0 0.0 3.1 150 FTG T PE 0.0 121 53.7 0.0 42.2 0.0 0.012 TL 18.30 PV Pipe: 51 -14.9 1.394 PL 5.50 PF 0.1 121 53.7 0.0 42.2 0.0 3.1 150 FTG ---- PE 0.0 122 53.7 0.0 42.3 0.0 0.012 TL 5.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 4/4/2018OAK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA502.SDF JOB TITLE: Oak Street, Bldg A, 5th Floor, Area 2, 0.10/ 4 Sprks +100 Hose PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 52 -14.9 1.394 PL 5.00 PF 0.1 122 53.7 0.0 42.3 0.0 3.1 150 FTG ---- PE 0.0 123 53.7 0.0 42.4 0.0 0.012 TL 5.00 PV Pipe: 53 -14. 9 1.394 PL 7.50 PF 0.1 123 53.7 0.0 42.4 0.0 3.1 150 FTG ---- PE 0.0 124 53.7 0.0 42.5 0.0 0.012 TL 7.50 PV Pipe: 54 -14. 9 1.394 PL 14.00 PF 0.3 124 53.7 0.0 42.5 0.0 3.1 150 FTG T PE 0.0 F10 53.7 0.0 42.7 0.0 0.012 TL 21.30 PV Pipe: 55 -5.7 1.394 PL 13.25 PF 0.1 F10 53.7 0.0 42.7 0.0 1.2 150 FTG 2T PE 0.0 El0 53.7 0.0 42.8 0.0 0.002 TL 27.85 PV Pipe: 56 -2.7 1.394 PL 30.00 PF 0.0 E10 53.7 0.0 42.8 0.0 0.6 150 FTG ET PE 0.0 FF 53.7 0.0 42.8 0.0 0.001 TL 41.10 PV Pipe: 57 -14.0 1.394 PL 130.00 PF 1.7 G 53.7 0.0 38.8 0.0 2.9 150 FTG 3E2T PE 0.0 G5 53.7 0.0 40.6 0.0 0.011 TL 156.00 PV Pipe: 58 -15.7 1.394 PL 22.75 PF 0.5 G7 53.7 0.0 41.9 0.0 3.3 150 FTG ET PE 0.0 125 53.7 0.0 42.4 0.0 0.014 TL 33.85 PV Pipe: 59 -15.7 1.394 PL 15.25 PF 0.3 125 53.7 0.0 42.4 0.0 3.3 150 FTG T PE 0.0 G10 53.7 0.0 42.7 0.0 0.014 TL 22.55 PV Pipe: 60 -5.2 1.394 PL 40.50 PF 0.1 G10 53.7 0.0 42.7 0.0 1.1 150 FTG 2T PE 0.0 GG 53.7 0.0 42.8 0.0 0.002 TL 55.10 PV Pipe: 61 8.1 2.003 PL 8.21 PF 0.0 A 53.7 0.0 39.1 0.0 0.8 150 FTG ---- PE 0.0 B 53.7 0.0 39.1 0.0 0.001 TL 8.21 PV Pipe: 62 16.2 2.003 PL 12.38 PF 0.0 B 53.7 0.0 39.1 0.0 1.6 150 FTG ---- PE 0.0 C 53.7 0.0 39.1 0.0 0.002 TL 12.38 PV Pipe: 63 24.7 2.003 PL 3.08 PF 0.1 C 53.7 0.0 39.1 0.0 2.5 150 FTG T PE 0.0 D 53.7 0.0 39.0 0.0 0.005 TL 15.08 PV Pipe: 64 52.9 2.003 PL 2.67 PF 0.3 D 53.7 0.0 39.0 0.0 5.4 150 FTG T PE 0.0 H 53.7 0.0 38.7 0.0 0.022 TL 14.67 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 4/4/2018OAK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA502.SDF JOB TITLE: Oak Street, Bldg A, 5th Floor, Area 2, 0.10/ 4 Sprks +100 Hose PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 65 -39.9 2.003 PL 6.00 PF 0.1 H 53.7 0.0 .38.7 0.0 4.1 150 FTG ---- PE 0.0 E 53.7 0.0 38.7 0.0 0.013 TL 6.00 PV Pipe: 66 -28.0 2.003 PL 8.67 PF 0.1 E 53.7 0.0 38.7 0.0 2.8 150 FTG ---- PE 0.0 F 53.7 0.0 38.8 0.0 0.007 TL 8.67 PV Pipe: 67 -14.0 2.003 PL 10.50 PF 0.0 F 53.7 0.0 38.8 0.0 1.4 150 FTG ---- PE 0.0 G 53.7 0.0 38.8 0.0 0.002 TL 10.50 PV Pipe: 68 6.9 2.003 PL 8.21 PF 0.0 Al 53.7 0.0 39.4 0.0 0.7 150 FTG ---- PE 0.0 Bl 53.7 0.0 39.4 0.0 0.001 TL 8.21 PV Pipe: 69 -1.2 2.003 PL 12.38 PF 0.0 B1 53.7 0.0 39.4 0.0 0.1 150 FTG ---- PE 0.0 Cl 53.7 0.0 39.4 0.0 0.000 TL 12.38 PV Pipe: 70 -9.8 2.003 PL 3.08 PF 0.0 Cl 53.7 0.0 39.4 0.0 1.0 150 FTG T PE 0.0 D1 53.7 0.0 39.4 0.0 0.001 TL 15.08 PV Pipe: 71 -14.9 2.003 PL 24.33 PF 0.1 A2 53.7 0.0 39.9 0.0 1.5 150 FTG ---- PE 0.0 D3 53.7 0.0 39.9 0.0 0.002 TL 24.33 PV Pipe: 72 7.6 2.003 PL 8.83 PF 0.0 A3 53.7 0.0 40.0 0.0 0.8 150 FTG ---- PE 0.0 B3 53.7 0.0 40.0 0.0 0.001 TL 8.83 PV Pipe: 73 15.4 2.003 PL 8.88 PF 0.0 B3 53.7 0.0 40.0 0.0 1.6 150 FTG ---- PE 0.0 C3 53.7 0.0 40.0 0.0 0.002 TL 8.88 PV Pipe: 74 23.4 2.003 PL 7.38 PF 0.1 C3 53.7 0.0 40.0 0.0 2.4 150 FTG T PE 0.0 D3 53.7 0.0 39.9 0.0 0.005 TL 19.38 PV Pipe: 75 -7.6 2.003 PL 8.83 PF 0.0 A4 53.7 0.0 40.3 0.0 0.8 150 FTG ---- PE 0.0 B4 53.7 0.0 40.3 0.0 0.001 TL 8.83 PV Pipe: 76 -15.4 2.003 PL 8.88 PF 0.0 B4 53.7 0.0 40.3 0.0 1.6 150 FTG ---- PE 0.0 C4 53.7 0.0 40.3 0.0 0.002 TL 8.88 PV Pipe: 77 -10.5 2.003 PL 7.38 PF 0.0 C4 53.7 0.0 40.3 0.0 1.1 150 FTG T PE 0.0 D4 53.7 0.0 40.3 0.0 0.001 TL 19.38 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 4/4/2018OAK STREET APARTMENTS\SPRINKLER\CALLS\HYDRAULIC\OAKA502.SDF JOB TITLE: Oak Street, Bldg A, 5th Floor, Area 2, 0.10/ 4 Sprks +100 Hose PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 78 5.1 2.003 PL 7.38 PF 0.0 C5 53.7 0.0 40.7 0.0 0.5 150 FTG T PE 0.0 D5 53.7 0.0 40.7 0.0 0.000 TL 19.38 PV Pipe: 79 21.7 2.003 PL 6.83 PF 0.1 D5 53.7 0.0 40.7 0.0 2.2 150 FTG T PE 0.0 E5 53.7 0.0 40. 6 0.0 0.004 TL 18.83 PV Pipe: 80 27.8 2.003 PL 7.58 PF 0.1 E5 53.7 0.0 40.6 0.0 2.8 150 FTG ---- PE 0.0 F5 53.7 0.0 40.6 0.0 0.007 TL 7.58 PV Pipe: 81 14.0 2.003 PL 9. 62 PF 0.0 F5 53.7 0.0 40. 6 0.0 1.4 150 FTG ---- PE 0.0 G5 53.7 0.0 40.6 0.0 0.002 TL 9.62 PV Pipe: 82 10.3 2.003 PL 8.33 PF 0.0 A6 53.7 0.0 41.5 0.0 1.0 150 FTG ---- PE 0.0 B6 53.7 0.0 41.5 0.0 0.001 TL 8.33 PV Pipe: 83 20.8 2.003 PL 8.00 PF 0.0 B6 53.7 0.0 41.5 0.0 2.1 150 FTG ---- PE 0.0 C6 53.7 0.0 41.5 0.0 0.004 TL 8.00 PV Pipe: 84 14.0 2.003 PL 7.38 PF 0.0 C6 53.7 0.0 41.5 0.0 1.4 150 FTG T PE 0.0 D6 53.7 0.0 41.5 0.0 0.002 TL 19.38 PV Pipe: 85 3.8 2.003 PL 6.83 PF 0.0 D6A 53.7 0.0 41.4 0.0 0.4 150 FTG T PE 0.0 E6 53.7 0.0 41.4 0.0 0.000 TL 18.83 PV Pipe: 86 -16.2 2.003 PL 7.00 PF 0.0 D7 53.7 0.0 41.8 0.0 1.6 150 FTG T PE 0.0 E7 53.7 0.0 41.9 0.0 0.002 TL 19.00 PV Pipe: 87 -23.2 2.003 PL 7.92 PF 0.0 E7 53.7 0.0 41.9 0.0 2.4 150 FTG ---- PE 0.0 F7 53.7 0.0 41.9 0.0 0.005 TL 7.92 PV Pipe: 88 -15.7 2.003 PL 9.46 PF 0.0 F7 53.7 0.0 41.9 0.0 1.6 150 FTG ---- PE 0.0 G7 53.7 0.0 41.9 0.0 0.002 TL 9.46 PV Pipe: 89 -10.3 2.003 PL 8.33 PF 0.0 A8 53.7 0.0 42.0 0.0 1.0 150 FTG ---- PE 0.0 B8 53.7 0.0 42.1 0.0 0.001 TL 8.33 PV Pipe: 90 -20.8 2.003 PL 8.00 PF 0.0 B8 53.7 0.0 42.1 0.0 2.1 150 FTG ---- PE 0.0 C8 53.7 0.0 42.1 0.0 0.004 TL 8.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 4/4/2018OAK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA502.SDF JOB TITLE: Oak Street, Bldg A, 5th Floor, Area 2, 0.10/ 4 Sprks +100 Hose PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 91 -32.0 2.003 PL 7.38 PF 0.2 C8 53.7 0.0 42.1 0.0 3.3 150 FTG T PE 0.0 D9 53.7 0.0 42.3 0.0 0.009 TL 19.38 PV Pipe: 92 8.1 2.003 PL 7.75 PF 0.0 A9 53.7 0.0 42.3 0.0 0.8 150 FTG ---- PE 0.0 B9 53.7 0.0 42.3 0.0 0.001 TL 7.75 PV Pipe: 93 16.3 2.003 PL 6.79 PF 0.0 B9 53.7 0.0 42.3 0.0 1.7 150 FTG ---- PE 0.0 C9 53.7 0.0 42.3 0.0 0.003 TL 6.79 PV Pipe: 94 24. 9 2.003 PL 3.88 PF 0.0 C9 53.7 0.0 42.3 0.0 2.5 150 FTG ---- PE 0.0 D9 53.7 0.0 42.3 0.0 0.006 TL 3.88 PV Pipe: 95 19.7 2.003 PL 8.83 PF 0.1 D10 53.7 0.0 42.8 0.0 2.0 150 FTG T PE 0.0 F10 53.7 0.0 42.7 0.0 0.004 TL 20.83 PV Pipe: 96 10.6 2.003 PL 17.25 PF 0.0 F10 53.7 0.0 42.7 0.0 1.1 150 FTG ---- PE 0.0 G10 53.7 0.0 42.7 0.0 0.001 TL 17.25 PV Pipe: 97 -8.1 2.003 PL 10.75 PF 0.0 AA 53.7 0.0 42.7 0.0 0.8 150 FTG ---- PE 0.0 BB 53.7 0.0 42.7 0.0 0.001 TL 10.75 PV Pipe: 98 -16.3 2.003 PL 6.75 PF 0.0 BB 53.7 0.0 42.7 0.0 1.7 150 FTG ---- PE 0.0 CC 53.7 0.0 42.7 0.0 0.003 TL 6.75 PV Pipe: 99 -24.9 2.003 PL 7.33 PF 0.1 CC 53.7 0.0 42.7 0.0 2.5 150 FTG T PE 0.0 DD 53.7 0.0 42.8 0.0 0.006 TL 19.33 PV Pipe: 100 10. 9 2.003 PL 7.00 PF 0.0 DD 53.7 0.0 42.8 0.0 1.1 150 FTG T PE 0.0 EE 53.7 0.0 42.8 0.0 0.001 TL 19.00 PV Pipe: 101 7.9 2.003 PL 7.00 PF 0.0 EE 53.7 0.0 42.8 0.0 0.8 150 FTG ---- PE 0.0 FF 53.7 0.0 42.8 0.0 0.001 TL 7.00 PV Pipe: 102 5.2 2.003 PL 13.00 PF 0.0 FF 53.7 0.0 42.8 0.0 0.5 150 FTG ---- PE 0.0 GG 53.7 0.0 42.8 0.0 0.000 TL 13.00 PV Pipe: 103 -92.8 2.003 PL 4.83 PF 0.3 Dll 53.7 0.0 43.3 0.0 9.5 150 FTG ---- PE 0.0 J 53.7 0.0 43.6 0.0 0.063 TL 4.83 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 4/4/2018OAK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA502.SDF JOB TITLE: Oak Street, Bldg A, 5th Floor, Area 2, 0.10/ 4 Sprks +100 Hose PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 104 -92.8 2.067 PL 9.00 PF 2.4 J 53.7 0.0 43.6 0.0 8.9 120 FTG 2ET PE 0.0 5TH 53.7 0.0 46.0 0.0 0.082 TL 29.00 PV Pipe: 105 -92.8 3.260 PL 10.59 PF 0.1 5TH 53.7 0.0 46.0 0.0 3.6 120 FTG ---- PE 4.6 4TH 43.1 0.0 50.7 0.0 0.009 TL 10.59 PV Pipe: 106 -92.8 3.260 PL 10.58 PF 0.1 4TH 43.1 0.0 50.7 0.0 3.6 120 FTG ---- PE 4.6 3RD 32.5 0.0 55.4 0.0 0.009 TL 10.58 PV Pipe: 107 -92.8 3.260 PL 10.75 PF 0.1 3RD 32.5 0.0 55.4 0.0 3.6 120 FTG ---- PE 4.7 2ND 21.8 0.0 60.1 0.0 0.009 TL 10.75 PV Pipe: 108 -92.8 3.260 PL 114.25 PF 1.3 2ND 21.8 0.0 60.1 0.0 3.6 120 FTG 4L PE 5.3 TOR 9.5 0.0 66.7 0.0 0.009 TL 141.13 PV Pipe: 109 -92.8 3.260 PL 7.50 PF 0.4 TOR 9.5 0.0 66.7 0.0 3.6 120 FTG TB PE 3.2 BOR 2.0 0.0 70.3 0.0 0.009 TL 41.10 PV Pipe: 110 92.8 4.260 PL 6.00 PF 0.1 UG 1.0 0.0 70.9 0.0 2.1 120 FTG TC PE -0.4 BOR 2.0 0.0 70.3 0.0 0.002 TL 61.30 PV Pipe: 111 -92.8 8.390 PL 60.00 PF 0.0 UG 1.0 0.0 70.9 0.0 0.5 140 FTG 3L PE 0.4 UG1 0.0 H.S. 71.3 100.0 0.000 TL 126.00 PV Pipe: 112 -192.8 8.390 PL 40.00 PF 0.0 UG1 0.0 H.S. 71.3 100.0 1.1 140 FTG 3L PE 0.0 BF1 0.0 0.0 71.3 0.0 0.000 TL 106.00 PV Pipe: 113 FIXED PRESSURE LOSS DEVICE BF2 0.0 0.0 77.3 0.0 6.0 psi, 192.8 gpm BF1 0.0 0.0 71.3 0.0 Pipe: 114 -192.8 8.390 PL 40.00 PF 0.0 BF2 0.0 0.0 77.3 0.0 1.1 140 FTG TG PE 0.0 SOURCE 0.0 SRCE 77.4 (N/A) 0.000 TL 106.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 4/4/2018OAK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA502.SDF JOB TITLE: Oak Street, Bldg A, 5th Floor, Area 2, 0.10/ 4 Sprks +100 Hose NOTES (HASS) : (1) Calculations were performed by the HASS 8.7 computer program in accordance with NFPA13 (2017) under license no. 4906013211 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.072 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 19.5 ft/sec at pipe 8. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SOURCE under full flow conditions is 103.99 psi with a flow of 218.65 gpm. (6) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkViv BfyVly GatVly A1mChk DPV1v NPTee 3.260 9.41 20.16 6.72 21.50 13.44 1.34 17.47 17.47 20.16 4.260 13.17 26.33 7.90 28.97 15.80 2.63 26.33 26.33 26.33 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 14 DATE: 4/4/2018OAK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA502.SDF JOB TITLE: Oak Street, Bldg A, 5th Floor, Area 2, 0.10/ 4 Sprks +100 Hose PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 El Tee RunT Kplg ChkVly Gate 1.101 1.40 2.50 6.00 1.70 1.00 8.00 0.40 1.394 1.80 3.80 7.30 2.30 1.00 11.00 0.80 2.003 2. 60 5.70 12.00 4.00 1.00 17.00 1.50 WATER SUPPLY ANALYSIS w H Static: 104 . 00 psi Resid: 103 . 00 psi Flow: 2606 . 0 gpm m 120 . 0 H 1-3 .1:, 1 LEGEND 4- m a IN " Available pressure N 103.99 psi 8 192.8 gpm O o 1 w x 0 100 . 0 2 CO wd Re�uiacad..psascr.Q rt x tt G 77.37 psi @ 192.8 gpm N m 0 H A z m tmro U MI G H > x E 80 . 0 ° H txi w, z z • y x m p m (0 EC (- z m R -. 1-31-g mt0 E A. Source Supply Curve H m o ho S 60 . 0 B. System Demand Curve 0 U K S H C7 • Z z U > r R m H w n E n • r z o CO r • i �C ( 40 . 0 H x m P o 1-C H s wry CO � 0 i 'r} H nn 20 . 0 0) 0 + x H > o to 0 0 N ,0 W • w 0 CO L0 M C7 0 M 0 . 001 -14 . 7 6)0 9)0 1100 J00 A00 21100 2)00 2/00 31100 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 16 DATE: 4/4/2018OAK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA502.SDF JOB TITLE: Oak Street, Bldg A, 5th Floor, Area 2, 0.10/ 4 Sprks +100 Hose WATER SUPPLY CURVE 108+ I 0\\\\\\\\\\\\\\\\\\\\\\\\\\\\* <-103.0 psi @ 2606 gpm I Flow Test Point 99+ I I I 90+ I I I 81+ I x I P 72+ R I E I S I S 63+ U 1 R I E I 54+ ( I P I S I I 45+ I 1 I 36+ I I I 27+ I I I 18+ LEGEND " I II 1 X = Required Water Supply II I 77.37 psi @ 192.8 gpmII 9+ It I 0 = Available Water Supply " I 103.99 psi @ 192.8 gpm I " 0++-+---+----+ + + + + + + 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) HYDRAULIC DESIGN INFORMATION SHEET Job Name: Oak Street Apartments Location: 9000 SW Oak Street, Tigard, OR Drawing Date: 4-20-18 Remote Area Number: 3 Contractor: Johnson Controls 5TH Floor 9520 10th Ave. South, Suite 100 Seattle, WA 98108 Telephone: 206-291-1400 Designer: Alan Mahaffie Calculated By: Johnson Controls Construction: Combustible Occupancy: Mechanical/Storage Reviewing Authorities: City of Tigard SYSTEM DESIGN Code: NFPA-13 Hazard: Ord. 2 System Type: WET Area of Sprinkler Operation Entire Area I Sprinkler or Nozzle Density (gpm/sq ft) 0.20 1Make: TYCO Area per Sprinkler 130 sq ft I Model: TY-FRB Hose Allowance Inside 0 gpm 1 K-Factor: 5.6 Hose Allowance Outside 250 gpm I Temperature Rating: 155 CALCULATION SUMMARY 5 Flowing Outlets GPM Required: 382.5 PSI Required: 66.5 @ City Connection / Supply WATER SUPPLY Water Flow Test Pump Data Tank or Reservoir Date of Test 3-2-2017 Rated Capacity gpm Capacity gal Static Pressure 104.0 psi Rated Pressure psi Elevation Residual Pres 103.0 psi Elevation At a Flow of 2606.4 gpm Make: Well Elevation 0" Model: Proof Flow gpm Location: SW Oak St. & SW 90th Ave. Source of Information: Tualatin Valley Water District Available Pressure of 104.0 psi Exceeds Required Pressure of 66.5 psi This is a safety margin of 37.5 psi. Maximum Water Velocity is 13.5 fp/sec Notes: SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 4/4/2018OAK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA503.SDF JOB TITLE: Oak Street, Bldg A, 5th Floor, Area 3, 0.20/AREA +250 Hose WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 104.0 103.0 2606.0 104.0 382.5 66.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 382.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 250.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 132.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 21 53.2 K= 5.60 22.5 26.6 22 53.2 K= 5.60 21.8 26.1 23 53.2 K= 5.60 21.6 26.0 24 53.2 K= 5.60 22.1 26.3 25 53.2 K= 5.60 24.1 27.5 121 53.7 - - - - 22.8 - - - 122 53.7 - - - - 22.7 - - - 123 53.7 - - - - 22.7 - - - 124 53.7 - - - - 23.1 - - - 125 53.7 - - - - 25.7 - - - A 53.7 - - - - 26.1 - - - Al 53.7 - - - - 26.1 - - - A2 53.7 - - - - 26.1 - - - A3 53.7 - - - - 26.1 - - - A4 53.7 - - - - 26.1 - - - A6 53.7 - - - - 26.2 - - - A8 53.7 - - - - 26.4 - - - A9 53.7 - - - - 26.6 - - - AA 53.7 - - - - 26.9 - - - B 53.7 - - - - 26.1 - - - B1 53.7 - - - - 26.1 - - - B3 53.7 - - - - 26.1 - - - B4 53.7 - - - - 26.1 - - - B6 53.7 - - - - 26.2 - - - B8 53.7 - - - - 26.4 - - - B9 53.7 - - - - 26.6 - - - BB 53.7 - - - - 26. 9 - - - C 53.7 - - - - 26.1 - - - C1 53.7 - - - - 26.1 - - - C3 53.7 - - - - 26.1 - - - C4 53.7 - - - - 26.1 - - - C5 53.7 - - - - 26.1 - - - C6 53.7 - - - - 26.2 - - - C8 53.7 - - - - 26.4 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 4/4/2018OAK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA503.SDF JOB TITLE: Oak Street, Bldg A, 5th Floor, Area 3, 0.20/AREA +250 Hose NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) C9 53.7 - - - - 26.5 - - - CC 53.7 - - - - 26.9 - - - D 53.7 - - - - 26.1 - - - Dl 53.7 - - - - 26.1 - - - D2 53.7 - - - - 26.1 - - - D3 53.7 - - - - 26.1 - - - D4 53.7 - - - - 26.1 - - - D5 53.7 - - - - 26.1 - - - D6 53.7 - - - - 26.1 - - - D6A 53.7 - - - - 26.1 - - - D7 53.7 - - - - 26.1 - - - D8 53.7 - - - - 26.5 - - - D9 53.7 - - - - 26.5 - - - D10 53.7 - - - - 26. 9 - - - D11 53.7 - - - - 27.9 - - - DD 53.7 - - - - 27.0 - - - E 53.7 - - - - 26.1 - - - El 53.7 - - - - 26.1 - - - E2 53.7 - - - - 26.1 - - - E5 53.7 - - - - 26.1 - - - E6 53.7 - - - - 26.1 - - - E7 53.7 - - - - 25.8 - - - E8 53.7 - - - - 24.8 - - - E10 53.7 - - - - 26.7 - - - EE 53.7 - - - - 26.9 - - - F 53.7 - - - - 26.1 - - - F1 53.7 - - - - 26.1 - - - F2 53.7 - - - - 26.1 - - - F5 53.7 - - - - 26.1 - - - F7 53.7 - - - - 25.8 - - - F10 53.7 - - - - 26.4 - - - FF 53.7 - - - - 26.9 - - - G 53.7 - - - - 26.1 - - - G5 53.7 - - - - 26.1 - - - G7 53.7 - - - - 25.8 - - - G10 53.7 - - - - 26.4 - - - GG 53.7 - - - - 26.8 - - - H 53.7 - - - - 26.1 - - - J 53.7 - - - - 28.5 - - - 5TH 53.7 - - - - 33.1 - - - 4TH 43.1 - - - - 37.8 - - - 3RD 32.5 - - - - 42.6 - - - 2ND 21.8 - - - - 47.4 - - - TOR 9.5 - - - - 55.2 - - - BOR 2.0 - - - - 59.1 - - - UG 1.0 - - - - 59.9 - - - UG1 0.0 HOSE STREAM 60.3 250.0 BF1 0.0 - - - - 60.4 - - - BF2 0.0 - - - - 66.4 - - - SOURCE 0.0 SOURCE 66.5 382.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/4/2018OAK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA503.SDF JOB TITLE: Oak Street, Bldg A, 5th Floor, Area 3, 0.20/AREA +250 Hose PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -26.6 1.101 PL 5.00 PF 0.6 21 53.2 5.6 22.5 26. 6 8.9 150 FTG ---- PE -0.2 121 53.7 0.0 22.8 0.0 0.115 TL 5.00 PV Pipe: 2 -26.1 1.101 PL 1. 67 PF 1.1 22 53.2 5.6 21.8 26.1 8.8 150 FTG ET PE -0.2 122 53.7 0.0 22.7 0.0 0.112 TL 10.17 PV Pipe: 3 -26.0 1.101 PL 4.08 PF 1.4 23 53.2 5.6 21. 6 26.0 8.8 150 FTG ET PE -0.2 123 53.7 0.0 22.7 0.0 0.111 TL 12.58 PV Pipe: 4 -26.3 1.101 PL 2.71 PF 1.3 24 53.2 5.6 22.1 26.3 8. 9 150 FTG ET PE -0.2 124 53.7 0.0 23.1 0.0 0.113 TL 11.21 PV Pipe: 5 -27.5 1.101 PL 6.08 PF 1.8 25 53.2 5.6 24.1 27.5 9.3 150 FTG ET PE -0.2 125 53.7 0.0 25.7 0.0 0.123 TL 14.58 PV Pipe: 6 -0.1 1.394 PL 64.21 PF 0.0 A 53.7 0.0 26.1 0.0 0.0 150 FTG 2T PE 0.0 Al 53.7 0.0 26.1 0.0 0.000 TL 78.81 PV Pipe: 7 -0.1 1.394 PL 28.46 PF 0.0 Al 53.7 0.0 26.1 0.0 0.0 150 FTG T PE 0.0 A2 53.7 0.0 26.1 0.0 0.000 TL 35.76 PV Pipe: 8 -0.1 1.394 PL 53.42 PF 0.0 A3 53.7 0.0 26.1 0.0 0.0 150 FTG T PE 0.0 A4 53.7 0.0 26.1 0.0 0.000 TL 60.72 PV Pipe: 9 -6.8 1.394 PL 66.88 PF 0.2 A6 53.7 0.0 26.2 0.0 1.4 150 FTG 2T PE 0.0 A8 53.7 0.0 26.4 0.0 0.003 TL 81.48 PV Pipe: 10 -7.3 1.394 PL 87.71 PF 0.3 A9 53.7 0.0 26.6 0.0 1.5 150 FTG 2T PE 0.0 AA 53.7 0.0 26.9 0.0 0.003 TL 102.31 PV Pipe: 11 -0.1 1.394 PL 64.21 PF 0.0 B 53.7 0.0 26.1 0.0 0.0 150 FTG 2T PE 0.0 B1 53.7 0.0 26.1 0.0 0.000 TL 78.81 PV Pipe: 12 -0.1 1.394 PL 53.42 PF 0.0 B3 53.7 0.0 26.1 0.0 0.0 150 FTG T PE 0.0 B4 53.7 0.0 26.1 0.0 0.000 TL 60.72 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 4/4/2018OAK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA503.SDF JOB TITLE: Oak Street, Bldg A, 5th Floor, Area 3, 0.20/AREA +250 Hose PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -6.9 1.394 PL 66.88 PF 0.2 B6 53.7 0.0 26.2 0.0 1.5 150 FTG 2T PE 0.0 B8 53.7 0.0 26.4 0.0 0.003 TL 81.48 PV Pipe: 14 -7.4 1.394 PL 87.71 PF 0.4 B9 53.7 0.0 26.6 0.0 1.6 150 FTG 2T PE 0.0 BB 53.7 0.0 26.9 0.0 0.003 TL 102.31 PV Pipe: 15 -0.1 1.394 PL 64.21 PF 0.0 C 53.7 0.0 26.1 0.0 0.0 150 FTG 2T PE 0.0 Cl 53.7 0.0 26.1 0.0 0.000 TL 78.81 PV Pipe: 16 -0.1 1.394 PL 53.42 PF 0.0 C3 53.7 0.0 26.1 0.0 0.0 150 FTG 2T PE 0.0 C4 53.7 0.0 26.1 0.0 0.000 TL 68.02 PV Pipe: 17 -0.8 1.394 PL 30.25 PF 0.0 C4 53.7 0.0 26.1 0.0 0.2 150 FTG 2T PE 0.0 C5 53.7 0.0 26.1 0.0 0.000 TL 44.85 PV Pipe: 18 -4.1 1.394 PL 28.75 PF 0.1 C5 53.7 0.0 26.1 0.0 0.9 150 FTG 2T PE 0.0 C6 53.7 0.0 26.2 0.0 0.001 TL 43.35 PV Pipe: 19 -7.3 1.394 PL 66.88 PF 0.3 C6 53.7 0.0 26.2 0.0 1.5 150 FTG 2T PE 0.0 C8 53.7 0.0 26.4 0.0 0.003 TL 81.48 PV Pipe: 20 -7.7 1.394 PL 87.71 PF 0.4 C9 53.7 0.0 26.5 0.0 1.6 150 FTG 2T PE 0.0 CC 53.7 0.0 26.9 0.0 0.004 TL 102.31 PV Pipe: 21 -0.2 2.003 PL 64.21 PF 0.0 D 53.7 0.0 26.1 0.0 0.0 150 FTG ---- PE 0.0 Dl 53.7 0.0 26.1 0.0 0.000 TL 64.21 PV Pipe: 22 -0.3 2.003 PL 28.46 PF 0.0 D1 53.7 0.0 26.1 0.0 0.0 150 FTG T PE 0.0 D2 53.7 0.0 26.1 0.0 0.000 TL 40.46 PV Pipe: 23 -0.2 2.003 PL 2.29 PF 0.0 D2 53.7 0.0 26.1 0.0 0.0 150 FTG ---- PE 0.0 D3 53.7 0.0 26.1 0.0 0.000 TL 2.29 PV Pipe: 24 -0.2 2.003 PL 51.17 PF 0.0 D2 53.7 0.0 26.1 0.0 0.0 150 FTG ---- PE 0.0 D4 53.7 0.0 26.1 0.0 0.000 TL 51.17 PV Pipe: 25 0.3 2.003 PL 30.29 PF 0.0 D4 53.7 0.0 26.1 0.0 0.0 150 FTG ---- PE 0.0 D5 53.7 0.0 26.1 0.0 0.000 TL 30.29 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 4/4/2018OAK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA503.SDF JOB TITLE: Oak Street, Bldg A, 5th Floor, Area 3, 0.20/AREA +250 Hose PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 2.0 2.003 PL 25.54 PF 0.0 D5 53.7 0.0 26.1 0.0 0.2 150 FTG ---- PE 0.0 D6A 53.7 0.0 26.1 0.0 0.000 TL 25.54 PV Pipe: 27 -6.2 2.003 PL 3.21 PF 0.0 D6A 53.7 0.0 26.1 0.0 0.6 150 FTG ---- PE 0.0 D6 53.7 0.0 26.1 0.0 0.000 TL 3.21 PV Pipe: 28 10.8 2.003 PL 21.50 PF 0.0 D6 53.7 0.0 26.1 0.0 1.1 150 FTG ---- PE 0.0 D7 53.7 0.0 26.1 0.0 0.001 TL 21.50 PV Pipe: 29 -30.4 2.003 PL 42.00 PF 0.4 D7 53.7 0.0 26.1 0.0 3.1 150 FTG T PE 0.0 D8 53.7 0.0 26.5 0.0 0.008 TL 54.00 PV Pipe: 30 -1.4 2.003 PL 3.50 PF 0.0 D8 53.7 0.0 26.5 0.0 0.1 150 FTG ---- PE 0.0 D9 53.7 0.0 26.5 0.0 0.000 TL 3.50 PV Pipe: 31 -28.9 2.003 PL 47.17 PF 0.3 D8 53.7 0.0 26.5 0.0 2.9 150 FTG ---- PE 0.0 D10 53.7 0.0 26.9 0.0 0.007 TL 47.17 PV Pipe: 32 -82.9 2.003 PL 8.00 PF 1.0 D10 53.7 0.0 26.9 0.0 8.4 150 FTG T PE 0.0 Dll 53.7 0.0 27.9 0.0 0.051 TL 20.00 PV Pipe: 33 49.6 2.003 PL 32.50 PF 0.9 Dl1 53.7 0.0 27.9 0.0 5.1 150 FTG T PE 0.0 DD 53.7 0.0 27.0 0.0 0.020 TL 44.50 PV Pipe: 34 0.1 1.394 PL 80.50 PF 0.0 E 53.7 0.0 26.1 0.0 0.0 150 FTG E2T PE 0.0 El 53.7 0.0 26.1 0.0 0.000 TL 98.90 PV Pipe: 35 0.1 1.394 PL 11.00 PF 0.0 El 53.7 0.0 26.1 0.0 0.0 150 FTG T PE 0.0 Fl 53.7 0.0 26.1 0.0 0.000 TL 18.30 PV Pipe: 36 0.1 1.394 PL 58.17 PF 0.0 E2 53.7 0.0 26.1 0.0 0.0 150 FTG T PE 0.0 E5 53.7 0.0 26.1 0.0 0.000 TL 65.47 PV Pipe: 37 2.1 1.394 PL 25.54 PF 0.0 E5 53.7 0.0 26.1 0.0 0.4 150 FTG 2T PE 0.0 E6 53.7 0.0 26.1 0.0 0.000 TL 40.14 PV Pipe: 38 10.3 1.394 PL 25.75 PF 0.3 E6 53.7 0.0 26.1 0.0 2.2 150 FTG E2T PE 0.0 E7 53.7 0.0 25.8 0.0 0.006 TL 44.15 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 4/4/2018OAK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA503.SDF JOB TITLE: Oak Street, Bldg A, 5th Floor, Area 3, 0.20/AREA +250 Hose PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 39 21.8 1.394 PL 30.29 PF 1.0 E7 53.7 0.0 25.8 0.0 4.6 150 FTG ET PE 0.0 E8 53.7 0.0 24.8 0.0 0.025 TL 41.39 PV Pipe: 40 -7.7 1.394 PL 32.00 PF 0.2 El0 53.7 0.0 26.7 0.0 1.6 150 FTG ET PE 0.0 EE 53.7 0.0 26.9 0.0 0.004 TL 43.10 PV Pipe: 41 0.2 1.394 PL 75.50 PF 0.0 F 53.7 0.0 26.1 0.0 0.0 150 FTG T PE 0.0 Fl 53.7 0.0 26.1 0.0 0.000 TL 82.80 PV Pipe: 42 0.3 2.003 PL 10.00 PF 0.0 Fl 53.7 0.0 26.1 0.0 0.0 150 FTG ET PE 0.0 F2 53.7 0.0 26.1 0.0 0.000 TL 27.70 PV Pipe: 43 0.1 1.394 PL 8.08 PF 0.0 F2 53.7 0.0 26.1 0.0 0.0 150 FTG 2T PE 0.0 E2 53.7 0.0 26.1 0.0 0.000 TL 22.68 PV Pipe: 44 0.2 1.394 PL 58.25 PF 0.0 F2 53.7 0.0 26.1 0.0 0.0 150 FTG T PE 0.0 F5 53.7 0.0 26.1 0.0 0.000 TL 65.55 PV Pipe: 45 25.4 1.394 PL 22.08 PF 1.0 F7 53.7 0.0 25.8 0.0 5.3 150 FTG T PE 0.0 E8 53.7 0.0 24.8 0.0 0.034 TL 29.38 PV Pipe: 46 47.2 1.394 PL 11.00 PF 1.9 E8 53.7 0.0 24.8 0.0 9.9 150 FTG T PE 0.0 121 53.7 0.0 22.8 0.0 0.105 TL 18.30 PV Pipe: 47 20.6 1.394 PL 5.50 PF 0.1 121 53.7 0.0 22.8 0.0 4.3 150 FTG ---- PE 0.0 122 53.7 0.0 22.7 0.0 0.023 TL 5.50 PV Pipe: 48 -5.5 1.394 PL 5.00 PF 0.0 122 53.7 0.0 22.7 0.0 1.2 150 FTG ---- PE 0.0 123 53.7 0.0 22.7 0.0 0.002 TL 5.00 PV Pipe: 49 -31.5 1.394 PL 7.50 PF 0.4 123 53.7 0.0 22.7 0.0 6.6 150 FTG ---- PE 0.0 124 53.7 0.0 23.1 0.0 0.050 TL 7.50 PV Pipe: 50 -57.8 1.394 PL 14.00 PF 3.3 124 53.7 0.0 23.1 0.0 12.2 150 FTG T PE 0.0 F10 53.7 0.0 26.4 0.0 0.154 TL 21.30 PV Pipe: 51 -14.8 1.394 PL 13.25 PF 0.3 F10 53.7 0.0 26.4 0.0 3.1 150 FTG 2T PE 0.0 El0 53.7 0.0 26.7 0.0 0.012 TL 27.85 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 4/4/2018OAK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA503.SDF JOB TITLE: Oak Street, Bldg A, 5th Floor, Area 3, 0.20/AREA +250 Hose PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 52 -7.2 1.394 PL 30.00 PF 0.1 El0 53.7 0.0 26.7 0.0 1.5 150 FTG ET PE 0.0 FF 53.7 0.0 26.9 0.0 0.003 TL 41.10 PV Pipe: 53 0.2 1.394 PL 130.00 PF 0.0 G 53.7 0.0 26.1 0.0 0.0 150 FTG 3E2T PE 0.0 G5 53.7 0.0 26.1 0.0 0.000 TL 156.00 PV Pipe: 54 4.3 1.394 PL 22.75 PF 0.0 G7 53.7 0.0 25.8 0.0 0.9 150 FTG ET PE 0.0 125 53.7 0.0 25.7 0.0 0.001 TL 33.85 PV Pipe: 55 -23.3 1.394 PL 15.25 PF 0.6 125 53.7 0.0 25.7 0.0 4.9 150 FTG T PE 0.0 G10 53.7 0.0 26.4 0.0 0.029 TL 22.55 PV Pipe: 56 -12.3 1.394 PL 40.50 PF 0.5 G10 53.7 0.0 26.4 0.0 2.6 150 FTG 2T PE 0.0 GG 53.7 0.0 26.8 0.0 0.009 TL 55.10 PV Pipe: 57 0.1 2.003 PL 8.21 PF 0.0 A 53.7 0.0 26.1 0.0 0.0 150 FTG ---- PE 0.0 B 53.7 0.0 26.1 0.0 0.000 TL 8.21 PV Pipe: 58 0.1 2.003 PL 12.38 PF 0.0 B 53.7 0.0 26.1 0.0 0.0 150 FTG ---- PE 0.0 C 53.7 0.0 26.1 0.0 0.000 TL 12.38 PV Pipe: 59 0.2 2.003 PL 3.08 PF 0.0 C 53.7 0.0 26.1 0.0 0.0 150 FTG T PE 0.0 D 53.7 0.0 26.1 0.0 0.000 TL 15.08 PV Pipe: 60 0.5 2.003 PL 2.67 PF 0.0 D 53.7 0.0 26.1 0.0 0.0 150 FTG T PE 0.0 H 53.7 0.0 26.1 0.0 0.000 TL 14.67 PV Pipe: 61 0.5 2.003 PL 6.00 PF 0.0 H 53.7 0.0 26.1 0.0 0.0 150 FTG ---- PE 0.0 E 53.7 0.0 26.1 0.0 0.000 TL 6.00 PV Pipe: 62 0.3 2.003 PL 8. 67 PF 0.0 E 53.7 0.0 26.1 0.0 0.0 150 FTG ---- PE 0.0 F 53.7 0.0 26.1 0.0 0.000 TL 8.67 PV Pipe: 63 0.2 2.003 PL 10.50 PF 0.0 F 53.7 0.0 26.1 0.0 0.0 150 FTG ---- PE 0.0 G 53.7 0.0 26.1 0.0 0.000 TL 10.50 PV Pipe: 64 0.1 2.003 PL 8.21 PF 0.0 Al 53.7 0.0 26.1 0.0 0.0 150 FTG ---- PE 0.0 B1 53.7 0.0 26.1 0.0 0.000 TL 8.21 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 4/4/2018OAK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA503.SDF JOB TITLE: Oak Street, Bldg A, 5th Floor, Area 3, 0.20/AREA +250 Hose PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 65 0.0 2.003 PL 12.38 PF 0.0 Bl 53.7 0.0 26.1 0.0 0.0 150 FTG ---- PE 0.0 Cl 53.7 0.0 26.1 0.0 0.000 TL 12.38 PV Pipe: 66 -0.1 2.003 PL 3.08 PF 0.0 Cl 53.7 0.0 26.1 0.0 0.0 150 FTG T PE 0.0 D1 53.7 0.0 26.1 0.0 0.000 TL 15.08 PV Pipe: 67 -0.1 2.003 PL 24.33 PF 0.0 A2 53.7 0.0 26.1 0.0 0.0 150 FTG ---- PE 0.0 D3 53.7 0.0 26.1 0.0 0.000 TL 24.33 PV Pipe: 68 0.1 2.003 PL 8.83 PF 0.0 A3 53.7 0.0 26.1 0.0 0.0 150 FTG ---- PE 0.0 B3 53.7 0.0 26.1 0.0 0.000 TL 8.83 PV Pipe: 69 0.2 2.003 PL 8.88 PF 0.0 B3 53.7 0.0 26.1 0.0 0.0 150 FTG ---- PE 0.0 C3 53.7 0.0 26.1 0.0 0.000 TL 8.88 PV Pipe: 70 0.3 2.003 PL 7.38 PF 0.0 C3 53.7 0.0 26.1 0.0 0.0 150 FTG T PE 0.0 D3 53.7 0.0 26.1 0.0 0.000 TL 19.38 PV Pipe: 71 -0.1 2.003 PL 8.83 PF 0.0 A4 53.7 0.0 26.1 0.0 0.0 150 FTG ---- PE 0.0 B4 53.7 0.0 26.1 0.0 0.000 TL 8.83 PV Pipe: 72 -0.2 2.003 PL 8.88 PF 0.0 B4 53.7 0.0 26.1 0.0 0.0 150 FTG ---- PE 0.0 C4 53.7 0.0 26.1 0.0 0.000 TL 8.88 PV Pipe: 73 0.5 2.003 PL 7.38 PF 0.0 C4 53.7 0.0 26.1 0.0 0.1 150 FTG T PE 0.0 D4 53.7 0.0 26.1 0.0 0.000 TL 19.38 PV Pipe: 74 3.3 2.003 PL 7.38 PF 0.0 C5 53.7 0.0 26.1 0.0 0.3 150 FTG T PE 0.0 D5 53.7 0.0 26.1 0.0 0.000 TL 19.38 PV Pipe: 75 1.7 2.003 PL 6.83 PF 0.0 D5 53.7 0.0 26.1 0.0 0.2 150 FTG T PE 0.0 E5 53.7 0.0 26.1 0.0 0.000 TL 18.83 PV Pipe: 76 -0.3 2.003 PL 7.58 PF 0.0 E5 53.7 0.0 26.1 0.0 0.0 150 FTG ---- PE 0.0 F5 53.7 0.0 26.1 0.0 0.000 TL 7.58 PV Pipe: 77 -0.2 2.003 PL 9.62 PF 0.0 F5 53.7 0.0 26.1 0.0 0.0 150 FTG ---- PE 0.0 G5 53.7 0.0 26.1 0.0 0.000 TL 9.62 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 4/4/2018OAK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA503.SDF JOB TITLE: Oak Street, Bldg A, 5th Floor, Area 3, 0.20/AREA +250 Hose PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 78 6.8 2.003 PL 8.33 PF 0.0 A6 53.7 0.0 26.2 0.0 0.7 150 FTG ---- PE 0.0 B6 53.7 0.0 26.2 0.0 0.000 TL 8.33 PV Pipe: 79 13.7 2.003 PL 8.00 PF 0.0 B6 53.7 0.0 26.2 0.0 1.4 150 FTG ---- PE 0.0 C6 53.7 0.0 26.2 0.0 0.002 TL 8.00 PV Pipe: 80 16.9 2.003 PL 7.38 PF 0.1 C6 53.7 0.0 26.2 0.0 1.7 150 FTG T PE 0.0 D6 53.7 0.0 26.1 0.0 0.003 TL 19.38 PV Pipe: 81 8.1 2.003 PL 6.83 PF 0.0 D6A 53.7 0.0 26.1 0.0 0.8 150 FTG T PE 0.0 E6 53.7 0.0 26.1 0.0 0.001 TL 18.83 PV Pipe: 82 41.2 2.003 PL 7.00 PF 0.3 D7 53.7 0.0 26.1 0.0 4.2 150 FTG T PE 0.0 E7 53.7 0.0 25.8 0.0 0.014 TL 19.00 PV Pipe: 83 29.6 2.003 PL 7.92 PF 0.1 E7 53.7 0.0 25.8 0.0 3.0 150 FTG ---- PE 0.0 F7 53.7 0.0 25.8 0.0 0.008 TL 7.92 PV Pipe: 84 4.3 2.003 PL 9.46 PF 0.0 F7 53.7 0.0 25.8 0.0 0.4 150 FTG ---- PE 0.0 G7 53.7 0.0 25.8 0.0 0.000 TL 9.46 PV Pipe: 85 -6.8 2.003 PL 8.33 PF 0.0 A8 53.7 0.0 26.4 0.0 0.7 150 FTG ---- PE 0.0 B8 53.7 0.0 26.4 0.0 0.000 TL 8.33 PV Pipe: 86 -13.7 2.003 PL 8.00 PF 0.0 B8 53.7 0.0 26.4 0.0 1.4 150 FTG ---- PE 0.0 C8 53.7 0.0 26.4 0.0 0.002 TL 8.00 PV Pipe: 87 -21.0 2.003 PL 7.38 PF 0.1 C8 53.7 0.0 26.4 0.0 2.1 150 FTG T PE 0.0 D9 53.7 0.0 26.5 0.0 0.004 TL 19.38 PV Pipe: 88 7.3 2.003 PL 7.75 PF 0.0 A9 53.7 0.0 26.6 0.0 0.7 150 FTG ---- PE 0.0 B9 53.7 0.0 26.6 0.0 0.001 TL 7.75 PV Pipe: 89 14.7 2.003 PL 6.79 PF 0.0 B9 53.7 0.0 26.6 0.0 1.5 150 FTG ---- PE 0.0 C9 53.7 0.0 26.5 0.0 0.002 TL 6.79 PV Pipe: 90 22.5 2.003 PL 3.88 PF 0.0 C9 53.7 0.0 26.5 0.0 2.3 150 FTG ---- PE 0.0 D9 53.7 0.0 26.5 0.0 0.005 TL 3.88 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 4/4/2018OAK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA503.SDF JOB TITLE: Oak Street, Bldg A, 5th Floor, Area 3, 0.20/AREA +250 Hose PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 91 54.0 2.003 PL 8.83 PF 0.5 D10 53.7 0.0 26.9 0.0 5.5 150 FTG T PE 0.0 F10 53.7 0.0 26.4 0.0 0.023 TL 20.83 PV Pipe: 92 11.0 2.003 PL 17.25 PF 0.0 F10 53.7 0.0 26.4 0.0 1.1 150 FTG ---- PE 0.0 G10 53.7 0.0 26.4 0.0 0.001 TL 17.25 PV Pipe: 93 -7.3 2.003 PL 10.75 PF 0.0 AA 53.7 0.0 26.9 0.0 0.7 150 FTG ---- PE 0.0 BB 53.7 0.0 26.9 0.0 0.001 TL 10.75 PV Pipe: 94 -14.7 2.003 PL 6.75 PF 0.0 BB 53.7 0.0 26.9 0.0 1.5 150 FTG ---- PE 0.0 CC 53.7 0.0 26.9 0.0 0.002 TL 6.75 PV Pipe: 95 -22.5 2.003 PL 7.33 PF 0.1 CC 53.7 0.0 26.9 0.0 2.3 150 FTG T PE 0.0 DD 53.7 0.0 27.0 0.0 0.005 TL 19.33 PV Pipe: 96 27.1 2.003 PL 7.00 PF 0.1 DD 53.7 0.0 27.0 0.0 2.8 150 FTG T PE 0.0 EE 53.7 0.0 26.9 0.0 0.006 TL 19.00 PV Pipe: 97 19.4 2.003 PL 7.00 PF 0.0 EE 53.7 0.0 26.9 0.0 2.0 150 FTG ---- PE 0.0 FF 53.7 0.0 26.9 0.0 0.004 TL 7.00 PV Pipe: 98 12.3 2.003 PL 13.00 PF 0.0 FF 53.7 0.0 26.9 0.0 1.2 150 FTG ---- PE 0.0 GG 53.7 0.0 26.8 0.0 0.001 TL 13.00 PV Pipe: 99 -132.5 2.003 PL 4.83 PF 0.6 Dll 53.7 0.0 27.9 0.0 13.5 150 FTG ---- PE 0.0 J 53.7 0.0 28.5 0.0 0.122 TL 4.83 PV Pipe: 100 -132.5 2.067 PL 9.00 PF 4.6 J 53.7 0.0 28.5 0.0 12.7 120 FTG 2ET PE 0.0 5TH 53.7 0.0 33.1 0.0 0.158 TL 29.00 PV Pipe: 101 -132.5 3.260 PL 10.59 PF 0.2 5TH 53.7 0.0 33.1 0.0 5.1 120 FTG ---- PE 4.6 4TH 43.1 0.0 37.8 0.0 0.017 TL 10.59 PV Pipe: 102 -132.5 3.260 PL 10.58 PF 0.2 4TH 43.1 0.0 37.8 0.0 5.1 120 FTG ---- PE 4.6 3RD 32.5 0.0 42.6 0.0 0.017 TL 10.58 PV Pipe: 103 -132.5 3.260 PL 10.75 PF 0.2 3RD 32.5 0.0 42.6 0.0 5.1 120 FTG ---- PE 4.7 2ND 21.8 0.0 47.4 0.0 0.017 TL 10.75 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 4/4/2018OAK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA503.SDF JOB TITLE: Oak Street, Bldg A, 5th Floor, Area 3, 0.20/AREA +250 Hose PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 104 -132.5 3.260 PL 114.25 PF 2.4 2ND 21.8 0.0 47.4 0.0 5.1 120 FTG 4L PE 5.3 TOR 9.5 0.0 55.2 0.0 0.017 TL 141.13 PV Pipe: 105 -132.5 3.260 PL 7.50 PF 0.7 TOR 9.5 0.0 55.2 0.0 5.1 120 FTG TB PE 3.2 BOR 2.0 0.0 59.1 0.0 0.017 TL 41.10 PV Pipe: 106 132.5 4.260 PL 6.00 PF 0.3 UG 1.0 0.0 59.9 0.0 3.0 120 FTG TC PE -0.4 BOR 2.0 0.0 59.1 0.0 0.005 TL 61.30 PV Pipe: 107 -132.5 8.390 PL 60.00 PF 0.0 UG 1.0 0.0 59.9 0.0 0.8 140 FTG 3L PE 0.4 UG1 0.0 H.S. 60.3 250.0 0.000 TL 126.00 PV Pipe: 108 -382.5 8.390 PL 40.00 PF 0.1 UG1 0.0 H.S. 60.3 250.0 2.2 140 FTG 3L PE 0.0 BF1 0.0 0.0 60.4 0.0 0.001 TL 106.00 PV Pipe: 109 FIXED PRESSURE LOSS DEVICE BF2 0.0 0.0 66.4 0.0 6.0 psi, 382.5 gpm BF1 0.0 0.0 60.4 0.0 Pipe: 110 -382.5 8.390 PL 40.00 PF 0.1 BF2 0.0 0.0 66.4 0.0 2.2 140 FTG TG PE 0.0 SOURCE 0.0 SRCE 66.5 (N/A) 0.001 TL 106.00 PV NOTES (HASS) : (1) Calculations were performed by the HASS 8.7 computer program in accordance with NFPA13 (2017) under license no. 4906013211 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.098 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 13.5 ft/sec at pipe 99. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SOURCE under full flow conditions is SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 4/4/2018OAK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA503.SDF JOB TITLE: Oak Street, Bldg A, 5th Floor, Area 3, 0.20/AREA +250 Hose 103.96 psi with a flow of 439.57 gpm. (6) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 3.260 9.41 20.16 6.72 21.50 13.44 1.34 17.47 17.47 20.16 4.260 13.17 26.33 7.90 28.97 15.80 2.63 26.33 26.33 26.33 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 El Tee RunT Kplg ChkV1v Gate 1.101 1.40 2.50 6.00 1.70 1.00 8.00 0.40 1.394 1.80 3.80 7.30 2.30 1.00 11.00 0.80 2.003 2.60 5.70 12.00 4.00 1.00 17.00 1.50 Ci d WATER SUPPLY ANALYSIS o y Static: 104 . 00 psi Resid: 103. 00 psi Flow: 2606. 0 gpm H 120 . 0 y IN LEGEND D 1 Available pressure 103.97 psi @ 382.5 gpm O o w x cm 0 Cn � 100 . 0 2 111 Reequinced..paeasu�Q rr x fi 66.50 psi @ 382.5 gpm M• H G m m ro A m Uzi F-3 H U H > x G `R r E 80 . 0 • y 7L1 • CO cn D1 F< rtzCn P H H Cn tai R ro A. Source Supply Curve H E o N x B. System Demand Curve 0 Di '< S " z 60 . 0 S r c > UM i1 H R w 0 E w > z n > o m r ( 40 . 0 Nxm o 1-C H p � d CO s • c i • H H N CP 0 20 . 0 o x • > o Cl) o m w ro • B CftO d m ro H w 0 . 0 -14 . 7 6c0 9)0 1 00 1100 1100 FLOW (GPM 2100 2100 2/00 3-00 Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 14 DATE: 4/4/2018OAK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA503.SDF JOB TITLE: Oak Street, Bldg A, 5th Floor, Area 3, 0.20/AREA +250 Hose WATER SUPPLY CURVE 108+ *0\\\\\\\\\\\\\\\\\\\\\\\\\\\* <-103.0 psi @ 2606 gpm Flow Test Point 99+ 90+ 1 1 81+ 1 P 72+ R 1 E IX S I S 63+ U I R I E I 54+ ( 1 P I S I 145+ 1 36+ 1 1 27+ 1 18+ LEGEND 1 I X = Required Water Supply I 66.50 psi @ 382.5 gpm 9+ I 0 = Available Water Supply " I 103.97 psi @ 382.5 gpm 1 0++-+---+----+ + + + + + + 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) HYDRAULIC DESIGN INFORMATION SHEET Job Name: Oak Street Apartments Location: 9000 SW Oak Street, Tigard, OR Drawing Date: 4-20-18 Remote Area Number: 4 Contractor: Johnson Controls 4TH Floor 9520 10th Ave. South, Suite 100 Seattle, WA 98108 Telephone: 206-291-1400 Designer: Alan Mahaffie Calculated By: Johnson Controls Construction: Combustible Occupancy: Residential Reviewing Authorities: City of Tigard SYSTEM DESIGN Code: NFPA-13 Hazard: Residential System Type: WET Area of Sprinkler Operation 4 SPRKS Sprinkler or Nozzle Density (gpm/sq ft) 0.10 I Make: TYCO Area per Sprinkler 224 sq ft I Model: LFII Hose Allowance Inside 0 gpm I K-Factor: 4.9 Hose Allowance Outside 100 gpm I Temperature Rating: 155 CALCULATION SUMMARY 4 Flowing Outlets GPM Required: 190.9 PSI Required: 85.2 @ City Connection / Supply WATER SUPPLY Water Flow Test Pump Data Tank or Reservoir Date of Test 3-2-2017 Rated Capacity gpm Capacity gal Static Pressure 104.0 psi Rated Pressure psi Elevation Residual Pres 103.0 psi Elevation At a Flow of 2606.4 gpm Make: Well Elevation 0" Model: Proof Flow gpm Location: SW Oak St. & SW 90th Ave. Source of Information: Tualatin Valley Water District Available Pressure of 104.0 psi Exceeds Required Pressure of 85.2 psi This is a safety margin of 18.8 psi. Maximum Water Velocity is 19.1 fp/sec Notes: SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 4/4/2018OAK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA401.SDF JOB TITLE: Oak Street, Bldg A, 4th Floor, Area 4, 0.10/ 4 Sprks +100 Hose WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 104.0 103.0 2606.0 104.0 190.9 85.2 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 190.9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 90.9 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 31 42.6 K= 4.90 20.9 22.4 32 42.6 K= 4.90 21.0 22.5 33 42.6 K= 4.90 21.0 22.5 34 42. 6 K= 4.90 23.1 23.5 131 44.1 - - - - 20.6 - - - 132 44.1 - - - - 21.4 - - - 133 44.1 - - - - 21.5 - - - 134 44.1 - - - - 23.1 - - - 141 43.1 - - - - 50.6 - - - 142 43.1 - - - - 52.9 - - - 143 43.1 - - - - 53.3 - - - A 43.1 - - - - 33.0 - - - B 43.1 - - - - 53.6 - - - C 43.1 - - - - 55.9 - - - 4TH 43.1 - - - - 58.6 - - - 3RD 32.5 - - - - 63.3 - - - 2ND 21.8 - - - - 68.0 - - - TOR 9.5 - - - - 74.5 - - - BOR 2.0 - - - - 78.1 - - - UG 1.0 - - - - 78.7 - - - UG1 0.0 HOSE STREAM 79.1 100.0 BF1 0.0 - - - - 79.2 - - - BF2 0.0 - - - - 85.2 - - - SOURCE 0.0 SOURCE 85.2 190.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 4/4/2018OAK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA401.SDF JOB TITLE: Oak Street, Bldg A, 4th Floor, Area 4, 0.10/ 4 Sprks +100 Hose PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -22.4 1.101 PL 1.50 PF 0.3 31 42.6 4.9 20.9 22.4 7.5 150 FTG E PE -0.6 131 44.1 0.0 20.6 0.0 0.084 TL 4.00 PV Pipe: 2 -22.5 1.101 PL 4.00 PF 1.1 32 42.6 4.9 21.0 22.5 7.6 150 FTG ET PE -0.6 132 44.1 0.0 21.4 0.0 0.084 TL 12.50 PV Pipe: 3 -22.5 1.101 PL 5.50 PF 1.2 33 42.6 4.9 21.0 22.5 7.6 150 FTG ET PE -0.6 133 44.1 0.0 21.5 0.0 0.084 TL 14.00 PV Pipe: 4 -23.5 1.101 PL 1.50 PF 0.7 34 42.6 4.9 23.1 23.5 7.9 150 FTG T PE -0.6 134 44.1 0.0 23.1 0.0 0.092 TL 7.50 PV Pipe: 5 -22.4 1.101 PL 10.12 PF 0.8 131 44.1 0.0 20.6 0.0 7.5 150 FTG ---- PE 0.0 132 44.1 0.0 21.4 0.0 0.084 TL 10.12 PV Pipe: 6 -44.9 1.394 PL 0.92 PF 0.1 132 44.1 0.0 21.4 0.0 9.4 150 FTG ---- PE 0.0 133 44.1 0.0 21.5 0.0 0.096 TL 0.92 PV Pipe: 7 -67.3 1.394 PL 7.92 PF 1.6 133 44.1 0.0 21.5 0.0 14.2 150 FTG ---- PE 0.0 134 44.1 0.0 23.1 0.0 0.204 TL 7.92 PV Pipe: 8 -90.9 1.394 PL 11.79 PF 9.5 134 44.1 0.0 23.1 0.0 19.1 150 FTG 2ET PE 0.4 A 43.1 0.0 33.0 0.0 0.355 TL 26.69 PV Pipe: 9 -90. 9 2.003 PL 276.67 PF 17.5 A 43.1 0.0 33.0 0.0 9.3 150 FTG T PE 0.0 141 43.1 0.0 50.6 0.0 0.061 TL 288.67 PV Pipe: 10 -90.9 2.003 PL 26.50 PF 2.3 141 43.1 0.0 50.6 0.0 9.3 150 FTG T PE 0.0 142 43.1 0.0 52.9 0.0 0.061 TL 38.50 PV Pipe: 11 -90.9 2.003 PL 7.17 PF 0.4 142 43.1 0.0 52.9 0.0 9.3 150 FTG ---- PE 0.0 143 43.1 0.0 53.3 0.0 0.061 TL 7.17 PV Pipe: 12 -90.9 2.003 PL 5.00 PF 0.3 143 43.1 0.0 53.3 0.0 9.3 150 FTG ---- PE 0.0 B 43.1 0.0 53.6 0.0 0.061 TL 5.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/4/2018OAK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA401.SDF JOB TITLE: Oak Street, Bldg A, 4th Floor, Area 4, 0.10/ 4 Sprks +100 Hose PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -90.9 2.003 PL 25.50 PF 2.3 B 43.1 0.0 53.6 0.0 9.3 150 FTG T PE 0.0 C 43.1 0.0 55.9 0.0 0.061 TL 37.50 PV Pipe: 14 -90.9 2.067 PL 9.00 PF 2.7 C 43.1 0.0 55.9 0.0 8.7 120 FTG E2T PE 0.0 4TH 43.1 0.0 58.6 0.0 0.079 TL 34.00 PV Pipe: 15 -90.9 3.260 PL 10.58 PF 0.1 4TH 43.1 0.0 58.6 0.0 3.5 120 FTG ---- PE 4.6 3RD 32.5 0.0 63.3 0.0 0.009 TL 10.58 PV Pipe: 16 -90.9 3.260 PL 10.75 PF 0.1 3RD 32.5 0.0 63.3 0.0 3.5 120 FTG ---- PE 4.7 2ND 21.8 0.0 68.0 0.0 0.009 TL 10.75 PV Pipe: 17 -90.9 3.260 PL 114.25 PF 1.2 2ND 21.8 0.0 68.0 0.0 3.5 120 FTG 4L PE 5.3 TOR 9.5 0.0 74.5 0.0 0.009 TL 141.13 PV Pipe: 18 -90.9 3.260 PL 7.50 PF 0.4 TOR 9.5 0.0 74.5 0.0 3.5 120 FTG TB PE 3.2 BOR 2.0 0.0 78.1 0.0 0.009 TL 41.10 PV Pipe: 19 90.9 4.260 PL 6.00 PF 0.1 UG 1.0 0.0 78.7 0.0 2.0 120 FTG TC PE -0.4 BOR 2.0 0.0 78.1 0.0 0.002 TL 61.30 PV Pipe: 20 -90.9 8.390 PL 60.00 PF 0.0 UG 1.0 0.0 78.7 0.0 0.5 140 FTG 3L PE 0.4 UG1 0.0 H.S. 79.1 100.0 0.000 TL 126.00 PV Pipe: 21 -190.9 8.390 PL 40.00 PF 0.0 UG1 0.0 H.S. 79.1 100.0 1.1 140 FTG 3L PE 0.0 BF1 0.0 0.0 79.2 0.0 0.000 TL 106.00 PV Pipe: 22 FIXED PRESSURE LOSS DEVICE BF2 0.0 0.0 85.2 0.0 6.0 psi, 190.9 gpm BF1 0.0 0.0 79.2 0.0 Pipe: 23 -190.9 8.390 PL 40.00 PF 0.0 BF2 0.0 0.0 85.2 0.0 1.1 140 FTG TG PE 0.0 SOURCE 0.0 SRCE 85.2 (N/A) 0.000 TL 106.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 4/4/2018OAK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA401.SDF JOB TITLE: Oak Street, Bldg A, 4th Floor, Area 4, 0.10/ 4 Sprks +100 Hose NOTES (HASS) : (1) Calculations were performed by the HASS 8.7 computer program in accordance with NFPA13 (2017) under license no. 4906013211 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.005 gpm and a maximum imbalance at any node of 0.125 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 19.1 ft/sec at pipe 8. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SOURCE under full flow conditions is 103.99 psi with a flow of 204.70 gpm. (6) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 3.260 9.41 20.16 6.72 21.50 13.44 1.34 17.47 17.47 20.16 4.260 13.17 26.33 7.90 28.97 15.80 2.63 26.33 26.33 26.33 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPV1v NPTee 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatV1v NPTee 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 4/4/2018OAK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA401.SDF JOB TITLE: Oak Street, Bldg A, 4th Floor, Area 4, 0.10/ 4 Sprks +100 Hose PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 El Tee RunT Kplg ChkVly Gate 1.101 1.40 2.50 6.00 1.70 1.00 8.00 0.40 1.394 1.80 3.80 7.30 2.30 1.00 11.00 0.80 2.003 2.60 5.70 12.00 4.00 1.00 17.00 1.50 WATER SUPPLY ANALYSIS 0 y Static: 104 . 00 psi Resid: 103. 00 psi Flow: 2606. 0 gpm H ' 120 . 0 H a LEGEND H 1 IN •• Available pressure 103.99 psi @ 190.9 gpm O o w x m Cl) O 100 . 0 2 Reatuiaced..Fweaawne n x 85.19 psi @ 190.9 gpm N m G M t m A b7 H H U 2 E z oal E 80 . 0 m P r+ z m H R m m ro i A. Source Supply Curve H m E o c B. System Demand Curve 0 U K • z 60 . 0 S • r c U m H R w n E A > > r z n > o m L-' ( 40 . 0 ;� x � O K H mm p n m s � 0 c i m r L3 H n n x m 20 . 0 + > o 0 0 H ro x w O m iq En 0 lD M ft] rn 0 . 0 -14 . 7 6)0 9)0 1100 100 100 2100 2100 2/00 3600 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 4/4/2018OAK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA401.SDF JOB TITLE: Oak Street, Bldg A, 4th Floor, Area 4, 0.10/ 4 Sprks +100 Hose WATER SUPPLY CURVE 108+ 0\\\\\\\\\\\\\\\\\\\\\\\\\\\\* <-103.0 psi @ 2606 gpm I Flow Test Point 99+ 90+ X 81+ P 72+ R I E 1 S I S 63+ U I R I E I 54+ P I S I I 45+ 1 36+ 27+ 18+ LEGEND I " I X = Required Water Supply 85.19 psi @ 190.9 gpm 9+ I 0 = Available Water Supply " 103.99 psi @ 190.9 gpm I " o++—+---+----+ + + + + + + 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) HYDRAULIC DESIGN INFORMATION SHEET Job Name: Oak Street Apartments Location: 9000 SW Oak Street, Tigard, OR Drawing Date: 4-20-18 Remote Area Number: 5 Contractor: Johnson Controls 4TH Floor 9520 10th Ave. South, Suite 100 Seattle, WA 98108 Telephone: 206-291-1400 Designer: Alan Mahaffie Calculated By: Johnson Controls Construction: Combustible Occupancy: Storage Reviewing Authorities: City of Tigard SYSTEM DESIGN Code: NFPA-13 Hazard: Ord. 2 System Type: WET Area of Sprinkler Operation Entire Area I Sprinkler or Nozzle Density (gpm/sq ft) 0.20 I Make: TYCO Area per Sprinkler 130 sq ft I Model: TY-FRB Hose Allowance Inside 0 gpm I K-Factor: 5.6 Hose Allowance Outside 250 gpm I Temperature Rating: 155 CALCULATION SUMMARY 6 Flowing Outlets GPM Required: 412.2 PSI Required: 71.9 @ City Connection / Supply WATER SUPPLY Water Flow Test Pump Data Tank or Reservoir Date of Test 3-2-2017 Rated Capacity gpm Capacity gal Static Pressure 104.0 psi Rated Pressure psi Elevation Residual Pres 103.0 psi Elevation At a Flow of 2606.4 gpm Make: Well Elevation 0" Model: Proof Flow gpm Location: SW Oak St. & SW 90th Ave. Source of Information: Tualatin Valley Water District Available Pressure of 104.0 psi Exceeds Required Pressure of 71.9 psi This is a safety margin of 32.1 psi. Maximum Water Velocity is 16.6 fp/sec Notes: SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 4/4/2018OAK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA402.SDF JOB TITLE: Oak Street, Bldg A, 4th Floor, Area 5, 0.20/AREA +250 Hose WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 104.0 103.0 2606.0 104.0 412.2 71.9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 412.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 250.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 162.2 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 41 42.6 K= 5.60 24.4 27.7 42 42.6 K= 5.60 24.7 27.8 43 42.6 K= 5.60 24.6 27.8 44 42.6 K= 5.60 21.6 26.0 45 42.6 K= 5.60 22.0 26.3 46 42.6 K= 5.60 22.7 26.7 141 43.1 - - - - 26.3 - - - 142 43.1 - - - - 26.6 - - - 143 43.1 - - - - 26.8 - - - 144 43.1 - - - - 21.7 - - - 145 43.1 - - - - 22.5 - - - 146 43.1 - - - - 23.2 - - - B 43.1 - - - - 27.0 - - - C 43.1 - - - - 33.7 - - - 4TH 43.1 - - - - 41.5 - - - 3RD 32.5 - - - - 46.3 - - - 2ND 21.8 - - - - 51.3 - - - TOR 9.5 - - - - 60.1 - - - BOR 2.0 - - - - 64.4 - - - UG 1.0 - - - - 65.2 - - - UG1 0.0 HOSE STREAM 65.7 250.0 BF1 0.0 - - - - 65.8 - - - BF2 0.0 - - - - 71.8 - - - SOURCE 0.0 SOURCE 71.9 412.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 4/4/2018OAK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA402.SDF JOB TITLE: Oak Street, Bldg A, 4th Floor, Area 5, 0.20/AREA +250 Hose PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -27.7 1.101 PL 8.50 PF 2.1 41 42.6 5.6 24.4 27.7 9.3 150 FTG ET PE -0.2 141 43.1 0.0 26.3 0.0 0.124 TL 17.00 PV Pipe: 2 -27.8 1.101 PL 8.50 PF 2.1 42 42.6 5.6 24.7 27.8 9.4 150 FTG ET PE -0.2 142 43.1 0.0 26.6 0.0 0.125 TL 17.00 PV Pipe: 3 -27.8 1.101 PL 10.50 PF 2.4 43 42.6 5.6 24.6 27.8 9.4 150 FTG ET PE -0.2 143 43.1 0.0 26.8 0.0 0.125 TL 19.00 PV Pipe: 4 -26.0 1.101 PL 0.50 PF 0.3 44 42.6 5. 6 21.6 26.0 8.8 150 FTG E PE -0.2 144 43.1 0.0 21.7 0.0 0.111 TL 3.00 PV Pipe: 5 -26.3 1.101 PL 0.50 PF 0.7 45 42.6 5.6 22.0 26.3 8.9 150 FTG T PE -0.2 145 43.1 0.0 22.5 0.0 0.113 TL 6.50 PV Pipe: 6 -26.7 1.101 PL 0.50 PF 0.8 46 42.6 5.6 22.7 26.7 9.0 150 FTG T PE -0.2 146 43.1 0.0 23.2 0.0 0.116 TL 6.50 PV Pipe: 7 -27.7 2.003 PL 26.50 PF 0.3 141 43.1 0.0 26.3 0.0 2.8 150 FTG T PE 0.0 142 43.1 0.0 26. 6 0.0 0.007 TL 38.50 PV Pipe: 8 -55.5 2.003 PL 7.17 PF 0.2 142 43.1 0.0 26. 6 0.0 5.7 150 FTG ---- PE 0.0 143 43.1 0.0 26.8 0.0 0.024 TL 7.17 PV Pipe: 9 -83.3 2.003 PL 5.00 PF 0.3 143 43.1 0.0 26.8 0.0 8.5 150 FTG ---- PE 0.0 B 43.1 0.0 27.0 0.0 0.052 TL 5.00 PV Pipe: 10 -26.0 1.101 PL 7.58 PF 0.8 144 43.1 0.0 21.7 0.0 8.8 150 FTG ---- PE 0.0 145 43.1 0.0 22.5 0.0 0.111 TL 7.58 PV Pipe: 11 -52.3 1.394 PL 5.42 PF 0.7 145 43.1 0.0 22.5 0.0 11.0 150 FTG ---- PE 0.0 146 43.1 0.0 23.2 0.0 0.127 TL 5.42 PV Pipe: 12 -78.9 1.394 PL 6.71 PF 3.8 146 43.1 0.0 23.2 0.0 16.6 150 FTG T PE 0.0 B 43.1 0.0 27.0 0.0 0.273 TL 14.01 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/4/2018OAK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA402.SDF JOB TITLE: Oak Street, Bldg A, 4th Floor, Area 5, 0.20/AREA +250 Hose PIPE TAG Q(GPM) DIA IN LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -162.2 2.003 PL 25.50 PF 6.6 B 43.1 0.0 27.0 0.0 16.5 150 FTG T PE 0.0 C 43.1 0.0 33.7 0.0 0.177 TL 37.50 PV Pipe: 14 -162.2 2.067 PL 9.00 PF 7.8 C 43.1 0.0 33.7 0.0 15.5 120 FTG E2T PE 0.0 4TH 43.1 0.0 41.5 0.0 0.230 TL 34.00 PV Pipe: 15 -162.2 3.260 PL 10.58 PF 0.3 4TH 43.1 0.0 41.5 0.0 6.2 120 FTG ---- PE 4.6 3RD 32.5 0.0 46.3 0.0 0.025 TL 10.58 PV Pipe: 16 -162.2 3.260 PL 10.75 PF 0.3 3RD 32.5 0.0 46.3 0.0 6.2 120 FTG ---- PE 4.7 2ND 21.8 0.0 51.3 0.0 0.025 TL 10.75 PV Pipe: 17 -162.2 3.260 PL 114.25 PF 3.5 2ND 21.8 0.0 51.3 0.0 6.2 120 FTG 4L PE 5.3 TOR 9.5 0.0 60.1 0.0 0.025 TL 141.13 PV Pipe: 18 -162.2 3.260 PL 7.50 PF 1.0 TOR 9.5 0.0 60.1 0.0 6.2 120 FTG TB PE 3.2 BOR 2.0 0.0 64.4 0.0 0.025 TL 41.10 PV Pipe: 19 162.2 4.260 PL 6.00 PF 0.4 UG 1.0 0.0 65.2 0.0 3.7 120 FTG TC PE -0.4 BOR 2.0 0.0 64.4 0.0 0.007 TL 61.30 PV Pipe: 20 -162.2 8.390 PL 60.00 PF 0.0 UG 1.0 0.0 65.2 0.0 0.9 140 FTG 3L PE 0.4 UG1 0.0 H.S. 65.7 250.0 0.000 TL 126.00 PV Pipe: 21 -412.2 8.390 PL 40.00 PF 0.1 UG1 0.0 H.S. 65.7 250.0 2.4 140 FTG 3L PE 0.0 BF1 0.0 0.0 65.8 0.0 0.001 TL 106.00 PV Pipe: 22 FIXED PRESSURE LOSS DEVICE BF2 0.0 0.0 71.8 0.0 6.0 psi, 412.2 gpm BF1 0.0 0.0 65.8 0.0 Pipe: 23 -412.2 8.390 PL 40.00 PF 0.1 BF2 0.0 0.0 71.8 0.0 2.4 140 FTG TG PE 0.0 SOURCE 0.0 SRCE 71.9 (N/A) 0.001 TL 106.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 4/4/2018OAK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA402.SDF JOB TITLE: Oak Street, Bldg A, 4th Floor, Area 5, 0.20/AREA +250 Hose NOTES (HASS) : (1) Calculations were performed by the HASS 8.7 computer program in accordance with NFPA13 (2017) under license no. 4906013211 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.004 gpm and a maximum imbalance at any node of 0.102 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 16. 6 ft/sec at pipe 12. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SOURCE under full flow conditions is 103.96 psi with a flow of 462.21 gpm. (6) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPV1v NPTee 3.260 9.41 20.16 6.72 21.50 13.44 1.34 17.47 17.47 20.16 4.260 13.17 26.33 7.90 28.97 15.80 2.63 26.33 26.33 26.33 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 4/4/2018OAK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA402.SDF JOB TITLE: Oak Street, Bldg A, 4th Floor, Area 5, 0.20/AREA +250 Hose PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 El Tee RunT Kplg ChkVly Gate 1.101 1.40 2.50 6.00 1.70 1.00 8.00 0.40 1.394 1.80 3.80 7.30 2.30 1.00 11.00 0.80 2.003 2. 60 5.70 12.00 4.00 1.00 17.00 1.50 • u WATER SUPPLY ANALYSIS mo Static: 104 . 00 psi Resid: 103 . 00 psi Flow: 2606. 0 gpm H 120 . 0 y LEGEND D 1 Available pressure 103.97 psi @ 412.2 gpm O o W m m 0 1 0 0 . 0 2 Rea�uivad.. eat�Q n x 71.91 psi @ 412.2 gpm m c M • c ro A w y H U z a. x 1-0G E 80 . 0 • y9) • K p * z to P H H cn D] R h] / z A. Source Supply Curve H E o ho S B. System Demand Curve 0 7z1 d 60 . 0 S r c U m H n E r z O > ( 40 . 0 fv x m o I{ H p • 0 m s • c i • r N / cn O y 20 . 0 x x > o .c c o o N ro • w Cf) t.a O (D ro rn 0 . 0 -14 . 7 6E0 9)0 1100 1100 A00 2100 3 00 FLOW (GPM) 200 200 Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 4/4/2018OAK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA402.SDF JOB TITLE: Oak Street, Bldg A, 4th Floor, Area 5, 0.20/AREA +250 Hose WATER SUPPLY CURVE 108+ *0\\\\\\\\\\\\\\\\\\\\\\\\\\\* <-103.0 psi @ 2606 gpm Flow Test Point 99+ 1 1 90+ 1 81+ 1 P 72+X R 1 E I S 1 S 63+ U I R 1 E I 54+ ( 1 P 1 S 1 145+ 1 1 36+ 1 27+ 1 18+ LEGEND I " 1 X = Required Water Supply 71.91 psi @ 412.2 gpm 9+ 1 0 = Available Water Supply " 103.97 psi @ 412.2 gpm I " 0++-+---+----+ + + + + + + 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) HYDRAULIC DESIGN INFORMATION SHEET Job Name: Oak Street Apartments Location: 9000 SW Oak Street, Tigard, OR Drawing Date: 4-20-18 Remote Area Number: 6 Contractor: Johnson Controls 4TH Floor 9520 10th Ave. South, Suite 100 Seattle, WA 98108 Telephone: 206-291-1400 Designer: Alan Mahaffie Calculated By: Johnson Controls Construction: Combustible Occupancy: Fitness Room Reviewing Authorities: City of Tigard SYSTEM DESIGN Code: NFPA-13 Hazard: Light System Type: WET Area of Sprinkler Operation 1118 sq.ft. 1 Sprinkler or Nozzle Density (gpm/sq ft) 0.10 1 Make: TYCO Area per Sprinkler 150 sq ft 1 Model: TY-FRB Hose Allowance Inside 0 gpm 1 K-Factor: 5.6 Hose Allowance Outside 100 gpm I Temperature Rating: 155 CALCULATION SUMMARY 9 Flowing Outlets GPM Required: 247.5 PSI Required: 88.0 © City Connection / Supply WATER SUPPLY Water Flow Test Pump Data Tank or Reservoir Date of Test 3-2-2017 Rated Capacity gpm Capacity gal Static Pressure 104.0 psi Rated Pressure psi Elevation Residual Pres 103.0 psi Elevation At a Flow of 2606.4 gpm Make: Well Elevation 0" Model: Proof Flow gpm Location: SW Oak St. & SW 90th Ave. Source of Information: Tualatin Valley Water District Available Pressure of 104.0 psi Exceeds Required Pressure of 88.0 psi This is a safety margin of 16.0 psi. Maximum Water Velocity is 15.0 fp/sec Notes: SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 4/5/2018OAK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA301.SDF JOB TITLE: Oak Street, Bldg A, 3rd Floor, Area 6, 0.10/1118 +100 Hose WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 104.0 103.0 2606.0 104.0 247.5 88.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 247.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 147.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 51 32.0 K= 5.60 8.1 16.0 52 32.0 K= 5.60 8.4 16.2 53 32.0 K= 5.60 8.9 16.7 54 32.0 K= 5.60 7.2 15.0 55 32.0 K= 5.60 7.2 15.0 56 32.0 K= 5.60 7.2 15.1 57 32.0 K= 5.60 8.5 16.3 58 32.0 K= 5.60 10.9 18.5 59 32.0 K= 5.60 11.1 18.7 151 32.5 - - - - 8.1 - - - 152 32.5 - - - - 8.5 - - - 153 32.5 - - - - 9.0 - - - 154 32.5 - - - - 7.1 - - - 155 32.5 - - - - 7.5 - - - 156 32.5 - - - - 7.5 - - - 157 32.5 - - - - 8.4 - - - 158 32.5 - - - - 11.1 - - - 159 32.5 - - - - 11.3 - - - A 32.5 - - - - 10.8 - - - B 32.5 - - - - 11.1 - - - C 32.5 - - - - 12.4 - - - D 32.5 - - - - 55.8 - - - 3RD 32.5 - - - - 63.5 - - - 2ND 21.8 - - - - 68.3 - - - TOR 9.5 - - - - 76.6 - - - BOR 2.0 - - - - 80.7 - - - UG 1.0 - - - - 81.5 - - - UG1 0.0 HOSE STREAM 82.0 100.0 BF1 0.0 - - - - 82.0 - - - BF2 0.0 - - - - 88.0 - - - SOURCE 0.0 SOURCE 88.0 247.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 4/5/2018OAK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA301.SDF JOB TITLE: Oak Street, Bldg A, 3rd Floor, Area 6, 0.10/1118 +100 Hose PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -16.0 1.101 PL 0.50 PF 0.1 51 32.0 5.6 8.1 16.0 5.4 150 FTG E PE -0.2 151 32.5 0.0 8.1 0.0 0.045 TL 3.00 PV Pipe: 2 -16.2 1.101 PL 1.50 PF 0.3 52 32.0 5.6 8.4 16.2 5.5 150 FTG T PE -0.2 152 32.5 0.0 8.5 0.0 0.046 TL 7.50 PV Pipe: 3 -16.7 1.101 PL 0.50 PF 0.3 53 32.0 5.6 8.9 16.7 5.6 150 FTG T PE -0.2 153 32.5 0.0 9.0 0.0 0.049 TL 6.50 PV Pipe: 4 -15.0 1.101 PL 0.50 PF 0.1 54 32.0 5.6 7.2 15.0 5.1 150 FTG E PE -0.2 154 32.5 0.0 7.1 0.0 0.040 TL 3.00 PV Pipe: 5 -15.0 1.101 PL 6.50 PF 0.5 55 32.0 5. 6 7.2 15.0 5.1 150 FTG T PE -0.2 155 32.5 0.0 7.5 0.0 0.040 TL 12.50 PV Pipe: 6 -15.1 1.101 PL 6.50 PF 0.5 56 32.0 5.6 7.2 15.1 5.1 150 FTG T PE -0.2 156 32.5 0.0 7.5 0.0 0.040 TL 12.50 PV Pipe: 7 -16.3 1.101 PL 0.50 PF 0.1 57 32.0 5.6 8.5 16.3 5.5 150 FTG E PE -0.2 157 32.5 0.0 8.4 0.0 0.047 TL 3.00 PV Pipe: 8 -18.5 1.101 PL 1.50 PF 0.4 58 32.0 5.6 10.9 18.5 6.2 150 FTG T PE -0.2 158 32.5 0.0 11.1 0.0 0.059 TL 7.50 PV Pipe: 9 -18.7 1.101 PL 0.50 PF 0.4 59 32.0 5.6 11.1 18.7 6.3 150 FTG T PE -0.2 159 32.5 0.0 11.3 0.0 0.060 TL 6.50 PV Pipe: 12 -16.0 1.101 PL 10.00 PF 0.4 151 32.5 0.0 8.1 0.0 5.4 150 FTG ---- PE 0.0 152 32.5 0.0 8.5 0.0 0.045 TL 10.00 PV Pipe: 13 -32.2 1.394 PL 10.00 PF 0.5 152 32.5 0.0 8.5 0.0 6.8 150 FTG ---- PE 0.0 153 32.5 0.0 9.0 0.0 0.052 TL 10.00 PV Pipe: 14 -48.9 1.394 PL 8.17 PF 1.7 153 32.5 0.0 9.0 0.0 10.3 150 FTG T PE 0.0 A 32.5 0.0 10.8 0.0 0.113 TL 15.47 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/5/2018OAK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA301.SDF JOB TITLE: Oak Street, Bldg A, 3rd Floor, Area 6, 0.10/1118 +100 Hose PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 15 -15.0 1.101 PL 10.00 PF 0.4 154 32.5 0.0 7.1 0.0 5.1 150 FTG ---- PE 0.0 155 32.5 0.0 7.5 0.0 0.040 TL 10.00 PV Pipe: 16 -30.0 1.394 PL 1.00 PF 0.0 155 32.5 0.0 7.5 0.0 6.3 150 FTG ---- PE 0.0 156 32.5 0.0 7.5 0.0 0.046 TL 1.00 PV Pipe: 17 -45.1 1.394 PL 9.00 PF 0.9 156 32.5 0.0 7.5 0.0 9.5 150 FTG ---- PE 0.0 157 32.5 0.0 8.4 0.0 0.097 TL 9.00 PV Pipe: 17A -61.4 1.394 PL 8.17 PF 2.7 157 32.5 0.0 8.4 0.0 12.9 150 FTG T PE 0.0 B 32.5 0.0 11.1 0.0 0.172 TL 15.47 PV Pipe: 18 -18.5 1.394 PL 10.00 PF 0.2 158 32.5 0.0 11.1 0.0 3.9 150 FTG ---- PE 0.0 159 32.5 0.0 11.3 0.0 0.019 TL 10.00 PV Pipe: 19 -37.2 1.394 PL 8.17 PF 1.0 159 32.5 0.0 11.3 0.0 7.8 150 FTG T PE 0.0 C 32.5 0.0 12.4 0.0 0.068 TL 15.47 PV Pipe: 23 -48.9 2.003 PL 15.00 PF 0.3 A 32.5 0.0 10.8 0.0 5.0 150 FTG ---- PE 0.0 B 32.5 0.0 11.1 0.0 0.019 TL 15.00 PV Pipe: 24 -110.3 2.003 PL 15.00 PF 1.3 B 32.5 0.0 11.1 0.0 11.2 150 FTG ---- PE 0.0 C 32.5 0.0 12.4 0.0 0.087 TL 15.00 PV Pipe: 26 -147.4 2.003 PL 256.00 PF 43.4 C 32.5 0.0 12.4 0.0 15.0 150 FTG 3T PE 0.0 D 32.5 0.0 55.8 0.0 0.149 TL 292.00 PV Pipe: 27 -147.4 2.067 PL 9.00 PF 7.7 D 32.5 0.0 55.8 0.0 14.1 120 FTG E2TB PE 0.0 3RD 32.5 0.0 63.5 0.0 0.193 TL 40.00 PV Pipe: 28 -147.4 3.260 PL 10.75 PF 0.2 3RD 32.5 0.0 63.5 0.0 5.7 120 FTG ---- PE 4.7 2ND 21.8 0.0 68.3 0.0 0.021 TL 10.75 PV Pipe: 29 -147.4 3.260 PL 114.25 PF 3.0 2ND 21.8 0.0 68.3 0.0 5.7 120 FTG 4L PE 5.3 TOR 9.5 0.0 76.6 0.0 0.021 TL 141.13 PV Pipe: 30 -147.4 3.260 PL 7.50 PF 0.9 TOR 9.5 0.0 76.6 0.0 5.7 120 FTG TB PE 3.2 BOR 2.0 0.0 80.7 0.0 0.021 TL 41.10 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 4/5/2018OAK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA301.SDF JOB TITLE: Oak Street, Bldg A, 3rd Floor, Area 6, 0.10/1118 +100 Hose PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 31 147.4 4.260 PL 6.00 PF 0.3 UG 1.0 0.0 81.5 0.0 3.3 120 FTG TC PE -0.4 BOR 2.0 0.0 80.7 0.0 0.006 TL 61.30 PV Pipe: 32 -147.4 8.390 PL 60.00 PF 0.0 UG 1.0 0.0 81.5 0.0 0.9 140 FTG 3L PE 0.4 UG1 0.0 H.S. 82.0 100.0 0.000 TL 126.00 PV Pipe: 33 -247.4 8.390 PL 40.00 PF 0.0 UG1 0.0 H.S. 82.0 100.0 1.4 140 FTG 3L PE 0.0 BF1 0.0 0.0 82.0 0.0 0.000 TL 106.00 PV Pipe: 34 FIXED PRESSURE LOSS DEVICE BF2 0.0 0.0 88.0 0.0 6.0 psi, 247.4 gpm BF1 0.0 0.0 82.0 0.0 Pipe: 35 -247.5 8.390 PL 40.00 PF 0.0 BF2 0.0 0.0 88.0 0.0 1.4 140 FTG TG PE 0.0 SOURCE 0.0 SRCE 88.0 (N/A) 0.000 TL 106.00 PV NOTES (HASS) : (1) Calculations were performed by the HASS 8.7 computer program in accordance with NFPA13 (2017) under license no. 4906013211 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.067 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 15.0 ft/sec at pipe 26. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SOURCE under full flow conditions is 103.99 psi with a flow of 265.00 gpm. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 4/5/2018OAK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA301.SDF JOB TITLE: Oak Street, Bldg A, 3rd Floor, Area 6, 0.10/1118 +100 Hose (6) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkV1v BfyVly GatViv AlmChk DPV1v NPTee 3.260 9.41 20.16 6.72 21.50 13.44 1.34 17.47 17.47 20.16 4.260 13.17 26.33 7.90 28.97 15.80 2.63 26.33 26.33 26.33 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkViv BfyVly GatVly AlmChk DPV1v NPTee 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 El Tee RunT Kplg ChkVly Gate 1.101 1.40 2.50 6.00 1.70 1.00 8.00 0.40 1.394 1.80 3.80 7.30 2.30 1.00 11.00 0.80 2.003 2.60 5.70 12.00 4.00 1.00 17.00 1.50 WATER SUPPLY ANALYSIS ooa y Static: 104 . 00 psi Resid: 103. 00 psi Flow: 2606. 0 gpm H 120 . 0 LEGEND H• 0 1 gi Available pressure 103.99 psi @ 247.5 gpm O o w 1 x m 100 . 0 2 Reapai.ced.■Fwaswar,Q...... rrts 88.04 psi @ 247.5 gpm m m G * 7D w m fro A 2 m y H U H z a > x GfrO E 80 . 0 1-3• � m Fi CD w CJ 1< P a H H R T1 i E A. Source Supply Curve O v x B. System Demand Curve 0 Dl K S 60 . 0 • S r U m H R w / 0 n E r z n > o C r ( 40 . 0 • x m O 1< H p d cn s >, H (y' i m r H + / O O O z 20 . 0 • > o w Cl) o m ro • a1,1 rn 0 . 0 -14 . 7 610 910 1100 11 100 1100 2100 2100 2/00 3400 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 4/5/2018OAK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA301.SDF JOB TITLE: Oak Street, Bldg A, 3rd Floor, Area 6, 0.10/1118 +100 Hose WATER SUPPLY CURVE 108+ 1 0\\\\\\\\\\\\\\\\\\\\\\\\\\\\* <-103.0 psi @ 2606 gpm Flow Test Point 99+ 1 90+ X 81+ P 72+ R 1 E I S I S 63+ U I R I E 1 54+ ( 1 P I S I 145+ 36+ 1 27+ 1 18+ LEGEND 1 I X = Required Water Supply 88.04 psi @ 247.5 gpm 9+ 1 0 = Available Water Supply " I 103.99 psi @ 247.5 gpm I " 0++-+---+----+ + + + + + + 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) HYDRAULIC DESIGN INFORMATION SHEET Job Name: Oak Street Apartments Location: 9000 SW Oak Street, Tigard, OR Drawing Date: 4-20-18 Remote Area Number: 7 Contractor: Johnson Controls 1st Floor 9520 10th Ave. South, Suite 100 Seattle, WA 98108 Telephone: 206-291-1400 Designer: Alan Mahaffie Calculated By: Johnson Controls Construction: Non-Combustible Occupancy: Parking Garage Reviewing Authorities: City of Tigard SYSTEM DESIGN Code: NFPA-13 Hazard: Ordinary Group 1 System Type: WET Area of Sprinkler Operation 1500 sq ft Sprinkler or Nozzle Density (gpm/sq ft) 0.15 Make: Tyco Area per Sprinkler 130 sq ft Model: DS-1 Hose Allowance Inside 0 gpm K-Factor: 5.6 Hose Allowance Outside 250 gpm I Temperature Rating: 155 CALCULATION SUMMARY 13 Flowing Outlets GPM Required: 532.8 PSI Required: 61.4 @ City Connection / Supply WATER SUPPLY Water Flow Test Pump Data Tank or Reservoir Date of Test 3-2-2017 Rated Capacity gpm Capacity gal Static Pressure 104.0 psi Rated Pressure psi Elevation Residual Pres 103.0 psi Elevation At a Flow of 2606.4 gpm Make: Well Elevation 0" Model: Proof Flow gpm Location: SW Oak St. & SW 90th Ave. Source of Information: Tualatin Valley Water District Available Pressure of 103.9 psi Exceeds Required Pressure of 61.4 psi This is a safety margin of 42.5 psi. Maximum Water Velocity is 16.0 fp/sec Notes: SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 4/18/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA101.SDF JOB TITLE: Oak Street, Bldg A, 1st Floor Garage, Area 7, 0.15/1500 +250 Hose WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 104.0 103.0 2606.0 103.9 532.8 61.4 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 532.8 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 250.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 282.8 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 9.0 K= 5.60 12.1 19.5 2 9.0 K= 5.60 12.4 19.7 3 9.0 K= 5.60 13.2 20.4 4 9.0 K= 5.60 15.0 21.7 5 9.0 K= 5.60 18.5 24.1 6 9.0 K= 5.60 12.2 19.6 7 9.0 K= 5.60 12.4 19.8 8 9.0 K= 5.60 13.3 20.4 9 9.0 K= 5.60 15.2 21.8 10 9.0 K= 5.60 18.6 24.2 11 9.0 K= 5.60 17.6 23.5 12 9.0 K= 5.60 17.8 23.6 13 9.0 K= 5.60 19.2 24.5 101 9.3 - - - - 13.7 - - - 102 9.3 - - - - 14.0 - - - 103 9.3 - - - - 14.9 - - - 104 9.3 - - - - 17.0 - - - 105 9.3 - - - - 20.9 - - - 106 9.3 - - - - 13.8 - - - 107 9.3 - - - - 14.1 - - - 108 9.3 - - - - 15.0 - - - 109 9.3 - - - - 17.1 - - - 110 9.3 - - - - 21.0 - - - 111 9.3 - - - - 19.8 - - - 112 9.3 - - - - 20.1 - - - 113 9.3 - - - - 21.7 - - - A 9.3 - - - - 21.4 - - - B 9.3 - - - - 21.5 - - - C 9.3 - - - - 22.0 - - - G 9.3 - - - - 29.8 - - - TOR 9.3 - - - - 46.9 - - - BOR 2.0 - - - - 53.0 - - - UG 1.0 - - - - 54.6 - - - UG1 0.0 HOSE STREAM 55.1 250.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 4/18/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA101.SDF JOB TITLE: Oak Street, Bldg A, 1st Floor Garage, Area 7, 0.15/1500 +250 Hose NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) BF1 0.0 - - - - 55.3 - - - BF2 0.0 - - - - 61.3 - - - SOURCE 0.0 SOURCE 61.4 532.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/18/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA101.SDF JOB TITLE: Oak Street, Bldg A, 1st Floor Garage, Area 7, 0.15/1500 +250 Hose PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -19.5 1.049 PL 1.83 PF 1.7 1 9.0 5.6 12.1 19.5 7.2 120 FTG E2T PE -0.1 101 9.3 0.0 13.7 0.0 0.124 TL 13.83 PV Pipe: 2 -19.7 1.049 PL 1.83 PF 1.7 2 9.0 5.6 12.4 19.7 7.3 120 FTG E2T PE -0.1 102 9.3 0.0 14.0 0.0 0.126 TL 13.83 PV Pipe: 3 -20.4 1.049 PL 1.83 PF 1.9 3 9.0 5.6 13.2 20.4 7.6 120 FTG E2T PE -0.1 103 9.3 0.0 14.9 0.0 0.134 TL 13.83 PV Pipe: 4 -21.7 1.049 PL 1.83 PF 2.1 4 9.0 5.6 15.0 21.7 8.1 120 FTG E2T PE -0.1 104 9.3 0.0 17.0 0.0 0.152 TL 13.83 PV Pipe: 5 -24.1 1.049 PL 1.83 PF 2.5 5 9.0 5.6 18.5 24.1 8.9 120 FTG E2T PE -0.1 105 9.3 0.0 20.9 0.0 0.183 TL 13.83 PV Pipe: 6 -19.6 1.049 PL 1.83 PF 1.7 6 9.0 5.6 12.2 19. 6 7.3 120 FTG E2T PE -0.1 106 9.3 0.0 13.8 0.0 0.125 TL 13.83 PV Pipe: 7 -19.8 1.049 PL 1.83 PF 1.8 7 9.0 5.6 12.4 19.8 7.3 120 FTG E2T PE -0.1 107 9.3 0.0 14.1 0.0 0.127 TL 13.83 PV Pipe: 8 -20.4 1.049 PL 1.83 PF 1.9 8 9.0 5.6 13.3 20.4 7.6 120 FTG E2T PE -0.1 108 9.3 0.0 15.0 0.0 0.135 TL 13.83 PV Pipe: 9 -21.8 1.049 PL 1.83 PF 2.1 9 9.0 5.6 15.2 21.8 8.1 120 FTG E2T PE -0.1 109 9.3 0.0 17.1 0.0 0.153 TL 13.83 PV Pipe: 10 -24.2 1.049 PL 1.83 PF 2.6 10 9.0 5.6 18.6 24.2 9.0 120 FTG E2T PE -0.1 110 9.3 0.0 21.0 0.0 0.185 TL 13.83 PV Pipe: 11 -23.5 1.049 PL 1.83 PF 2.4 11 9.0 5.6 17.6 23.5 8.7 120 FTG E2T PE -0.1 111 9.3 0.0 19.8 0.0 0.175 TL 13.83 PV Pipe: 12 -23. 6 1.049 PL 1.83 PF 2.5 12 9.0 5.6 17.8 23.6 8.8 120 FTG E2T PE -0.1 112 9.3 0.0 20.1 0.0 0.177 TL 13.83 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 4/18/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA101.SDF JOB TITLE: Oak Street, Bldg A, 1st Floor Garage, Area 7, 0.15/1500 +250 Hose PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -24.5 1.049 PL 1.83 PF 2.6 13 9.0 5.6 19.2 24.5 9.1 120 FTG E2T PE -0.1 113 9.3 0.0 21.7 0.0 0.190 TL 13.83 PV Pipe: 14 -19.5 1.442 PL 10.00 PF 0.3 101 9.3 0.0 13.7 0.0 3.8 120 FTG ---- PE 0.0 102 9.3 0.0 14.0 0.0 0.026 TL 10.00 PV Pipe: 15 -39.2 1.442 PL 10.00 PF 1.0 102 9.3 0.0 14.0 0.0 7.7 120 FTG ---- PE 0.0 103 9.3 0.0 14.9 0.0 0.096 TL 10.00 PV Pipe: 16 -59.5 1.442 PL 10.00 PF 2.1 103 9.3 0.0 14.9 0.0 11.7 120 FTG ---- PE 0.0 104 9.3 0.0 17.0 0.0 0.208 TL 10.00 PV Pipe: 17 -81.3 1.442 PL 4.46 PF 4 .4 104 9.3 0.0 17.0 0.0 16.0 120 FTG T PE 0.0 A 9.3 0.0 21.4 0.0 0.370 TL 11.89 PV Pipe: 18 -24.1 1.442 PL 5.54 PF 0.5 105 9.3 0.0 20.9 0.0 4.7 120 FTG T PE 0.0 A 9.3 0.0 21.4 0.0 0.039 TL 12.97 PV Pipe: 19 -19.6 1.442 PL 10.00 PF 0.3 106 9.3 0.0 13.8 0.0 3.8 120 FTG ---- PE 0.0 107 9.3 0.0 14.1 0.0 0.027 TL 10.00 PV Pipe: 20 -39.3 1.442 PL 10.00 PF 1.0 107 9.3 0.0 14.1 0.0 7.7 120 FTG ---- PE 0.0 108 9.3 0.0 15.0 0.0 0.097 TL 10.00 PV Pipe: 21 -59.8 1.442 PL 10.00 PF 2.1 108 9.3 0.0 15.0 0.0 11.7 120 FTG ---- PE 0.0 109 9.3 0.0 17.1 0.0 0.209 TL 10.00 PV Pipe: 22 -81.6 1.442 PL 4.46 PF 4.4 109 9.3 0.0 17.1 0.0 16.0 120 FTG T PE 0.0 B 9.3 0.0 21.5 0.0 0.372 TL 11.89 PV Pipe: 23 -24.2 1.442 PL 5.54 PF 0.5 110 9.3 0.0 21.0 0.0 4.7 120 FTG T PE 0.0 B 9.3 0.0 21.5 0.0 0.039 TL 12.97 PV Pipe: 24 -23.5 1.442 PL 8.00 PF 0.3 111 9.3 0.0 19.8 0.0 4.6 120 FTG ---- PE 0.0 112 9.3 0.0 20.1 0.0 0.037 TL 8.00 PV Pipe: 25 -47.1 1.442 PL 6.75 PF 1.9 112 9.3 0.0 20.1 0.0 9.3 120 FTG T PE 0.0 C 9.3 0.0 22.0 0.0 0.135 TL 14.18 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 4/18/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA101.SDF JOB TITLE: Oak Street, Bldg A, 1st Floor Garage, Area 7, 0.15/1500 +250 Hose PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 -24.5 1.442 PL 1.25 PF 0.4 113 9.3 0.0 21.7 0.0 4.8 120 FTG T PE 0.0 C 9.3 0.0 22.0 0.0 0.040 TL 8.68 PV Pipe: 27 -105.3 3.260 PL 13.50 PF 0.2 A 9.3 0.0 21.4 0.0 4.0 120 FTG ---- PE 0.0 B 9.3 0.0 21.5 0.0 0.011 TL 13.50 PV Pipe: 28 -211.1 3.260 PL 12.29 PF 0.5 B 9.3 0.0 21.5 0.0 8.1 120 FTG ---- PE 0.0 C 9.3 0.0 22.0 0.0 0.041 TL 12.29 PV Pipe: 29 -282.7 3.260 PL 90.50 PF 7.7 C 9.3 0.0 22.0 0.0 10. 9 120 FTG T PE 0.0 G 9.3 0.0 29.8 0.0 0.070 TL 110.66 PV Pipe: 30 -282.7 3.260 PL 218.75 PF 17.2 G 9.3 0.0 29.8 0.0 10.9 120 FTG TL PE 0.0 TOR 9.3 0.0 46.9 0.0 0.070 TL 245.63 PV Pipe: 31 -282.7 3.260 PL 7.50 PF 2.9 TOR 9.3 0.0 46.9 0.0 10.9 120 FTG TB PE 3.2 BOR 2.0 0.0 53.0 0.0 0.070 TL 41.10 PV Pipe: 32 282.7 4.260 PL 6.00 PF 1.2 UG 1.0 0.0 54.6 0.0 6.4 120 FTG TC PE -0.4 BOR 2.0 0.0 53.0 0.0 0.019 TL 61.30 PV Pipe: 33 -282.7 8.390 PL 60.00 PF 0.1 UG 1.0 0.0 54.6 0.0 1.6 140 FTG 3L PE 0.4 UG1 0.0 H.S. 55.1 250.0 0.001 TL 126.00 PV Pipe: 34 -532.7 8.390 PL 40.00 PF 0.2 UG1 0.0 H.S. 55.1 250.0 3.1 140 FTG 3L PE 0.0 BF1 0.0 0.0 55.3 0.0 0.002 TL 106.00 PV Pipe: 35 FIXED PRESSURE LOSS DEVICE BF2 0.0 0.0 61.3 0.0 6.0 psi, 532.7 gpm BF1 0.0 0.0 55.3 0.0 Pipe: 36 -532.8 8.390 PL 40.00 PF 0.2 BF2 0.0 0.0 61.3 0.0 3.1 140 FTG TG PE 0.0 SOURCE 0.0 SRCE 61.4 (N/A) 0.002 TL 106.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 4/18/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA101.SDF JOB TITLE: Oak Street, Bldg A, 1st Floor Garage, Area 7, 0.15/1500 +250 Hose NOTES (HASS) : (1) Calculations were performed by the HASS 8.7 computer program in accordance with NFPA13 (2017) under license no. 4906013211 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.004 gpm and a maximum imbalance at any node of 0.138 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 16.0 ft/sec at pipe 22. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SOURCE under full flow conditions is 103.93 psi with a flow of 638.56 gpm. (6) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPV1v NPTee 1.442 3.72 7.43 2.48 8.67 7.43 1.24 12.39 12.39 7.43 3.260 9.41 20.16 6.72 21.50 13.44 1.34 17.47 17.47 20.16 4.260 13.17 26.33 7.90 28.97 15.80 2.63 26.33 26.33 26.33 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 2.00 5.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 WATER SUPPLY ANALYSIS o �3 Static: 104 . 00 psi Resid: 103. 00 psi Flow: 2606. 0 gpm y 120 . 0 H r LEGEND m H 1 IN m Available pressure 103.95 psi @ 532.8 gpm O v w 1 X o 2 liV. Cn 1ReWedressure rt x 100 . 0 61.44 psi @ 532.8 gpm N Cn M H G `r ro Cn m ro A L.1 U7 H H U H > x G • > H E 80 . 0 pyx m H m F-< m z m P A. Source Supply Curve rt H H Cn tt7 R B. System Demand Curve 1 / X H m E • ro 2 0 H d Z X 60 . 0 a r C U a x H o / n R m n E • n > n m r m / ( 40 . 0 ° x H p v n Cn S o a • r 1 H H Cn • O 20 . 0 o x o > H + o tv H Iv Cn • W C> Cn CZ) X ro o Cn 0 . 0 m -14 . 7 6)0 9)0 1)00 100 100 2100 200 200 3400 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 4/18/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA101.SDF JOB TITLE: Oak Street, Bldg A, 1st Floor Garage, Area 7, 0.15/1500 +250 Hose WATER SUPPLY CURVE 108+ *\0\\\\\\\\\\\\\\\\\\\\\\\\\\* <-103.0 psi @ 2606 gpm I Flow Test Point 99+ 90+ 81+ 1 P 72+ R I E I S S 63+ U I X R I E I 54+ ( 1 P I S I I 45+ 1 36+ 1 27+ 18+ LEGEND 1 I X = Required Water Supply I 61.44 psi @ 532.8 gpm 9+ I 0 = Available Water Supply " 103.95 psi @ 532.8 gpm +----+ + + + + + + 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) HYDRAULIC DESIGN INFORMATION SHEET Job Name: Oak Street Apartments Location: 9000 SW Oak Street, Tigard, OR Drawing Date: 4-20-18 Remote Area Number: 8 Contractor: Johnson Controls 1St Floor 9520 10th Ave. South, Suite 100 Seattle, WA 98108 Telephone: 206-291-1400 Designer: Alan Mahaffie Calculated By: Johnson Controls Construction: Non-Combustible Occupancy: Clubhouse/Lobby Reviewing Authorities: City of Tigard SYSTEM DESIGN Code: NFPA-13 Hazard: Light System Type: WET Area of Sprinkler Operation 900 sq ft 1 Sprinkler or Nozzle Density (gpm/sq ft) 0.10 1 Make: Tyco Area per Sprinkler 168 sq ft 1 Model: TY-FRB Hose Allowance Inside 0 gpm 1 K-Factor: 5.6 Hose Allowance Outside 100 gpm I Temperature Rating: 155 CALCULATION SUMMARY 8 Flowing Outlets GPM Required: 249.4 PSI Required: 44.0 @ City Connection / Supply WATER SUPPLY Water Flow Test Pump Data Tank or Reservoir Date of Test 3-2-2017 Rated Capacity gpm Capacity gal Static Pressure 104.0 psi Rated Pressure psi Elevation Residual Pres 103.0 psi Elevation At a Flow of 2606.4 gpm Make: Well Elevation 0" Model: Proof Flow gpm Location: SW Oak St. & SW 90th Ave. Source of Information: Tualatin Valley Water District Available Pressure of 104.0 psi Exceeds Required Pressure of 44.0 psi This is a safety margin of 60.0 psi. Maximum Water Velocity is 13.1 fp/sec Notes: SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 4/18/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA102.SDF JOB TITLE: Oak Street, Bldg A, 1st Floor Garage, Area 8, 0.10/900 +100 Hose WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 104.0 103.0 2606.0 104.0 249.4 44.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 249.4 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 149.4 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 21 10.0 K= 5.60 9.0 16.8 22 10.0 K= 5.60 9.5 17.3 23 10.0 K= 5.60 12.4 19.7 24 9.7 K= 5.60 12.9 20.1 25 10.0 K= 5.60 9.4 17.2 26 10.0 K= 5.60 9.9 17.7 27 10.0 K= 5.60 13.0 20.2 28 9.7 K= 5.60 13.4 20.5 121 10.8 - - - - 8.9 - - - 122 10.8 - - - - 9.8 - - - 123 10.8 - - - - 12.8 - - - 124 10.8 - - - - 12.8 - - - 125 10.8 - - - - 9.3 - - - 126 10.8 - - - - 10.2 - - - 127 10.8 - - - - 13.4 - - - 128 10.8 - - - - 13.4 - - - D 10.8 - - - - 14.2 - - - E 10.8 - - - - 14.9 - - - F 9.3 - - - - 27.1 - - - G 9.3 - - - - 27.3 - - - TOR 9.3 - - - - 32.6 - - - BOR 2.0 - - - - 36.7 - - - UG 1.0 - - - - 37.4 - - - UG1 0.0 HOSE STREAM 37.9 100.0 BF1 0.0 - - - - 37.9 - - - BF2 0.0 - - - - 43.9 - - - SOURCE 0.0 SOURCE 44.0 249.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 4/18/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA102.SDF JOB TITLE: Oak Street, Bldg A, 1st Floor Garage, Area 8, 0.10/900 +100 Hose PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -16.8 1.049 PL 0.83 PF 0.3 21 10.0 5. 6 9.0 16.8 6.2 120 FTG E PE -0.4 121 10.8 0.0 8.9 0.0 0.094 TL 2.83 PV Pipe: 2 -17.3 1.049 PL 0.83 PF 0.6 22 10.0 5.6 9.5 17.3 6.4 120 FTG T PE -0.4 122 10.8 0.0 9.8 0.0 0.099 TL 5.83 PV Pipe: 3 -19.7 1.049 PL 0.83 PF 0.7 23 10.0 5.6 12.4 19.7 7.3 120 FTG T PE -0.4 123 10.8 0.0 12.8 0.0 0.127 TL 5.83 PV Pipe: 4 -20.1 1.049 PL 1.17 PF 0.4 24 9.7 5.6 12.9 20.1 7.5 120 FTG E PE -0.5 124 10.8 0.0 12.8 0.0 0.131 TL 3.17 PV Pipe: 5 -17.2 1.049 PL 0.83 PF 0.3 25 10.0 5.6 9.4 17.2 6.4 120 FTG E PE -0.4 125 10.8 0.0 9.3 0.0 0.098 TL 2.83 PV Pipe: 6 -17.7 1.049 PL 0.83 PF P 0.6 26 10.0 5.6 9.9 17.7 6.6 120 FTG T PE -0.4 126 10.8 0.0 10.2 0.0 0.103 TL 5.83 PV Pipe: 7 -20.2 1.049 PL 0.83 PF 0.8 27 10.0 5.6 13.0 20.2 7.5 120 FTG T PE -0.4 127 10.8 0.0 13.4 0.0 0.132 TL 5.83 PV Pipe: 8 -20.5 1.049 PL 1.17 PF 0.4 28 9.7 5.6 13.4 20.5 7.6 120 FTG E PE -0.5 128 10.8 0.0 13.4 0.0 0.136 TL 3.17 PV Pipe: 9 -16.8 1.049 PL 9.00 PF 0.8 121 10.8 0.0 8.9 0.0 6.2 120 FTG ---- PE 0.0 122 10.8 0.0 9.8 0.0 0.094 TL 9.00 PV Pipe: 10 -34.1 1.049 PL 8.75 PF 3.1 122 10.8 0.0 9.8 0.0 12.7 120 FTG ---- PE 0.0 123 10.8 0.0 12.8 0.0 0.349 TL 8.75 PV Pipe: 11 -53.8 1.380 PL 0.71 PF 1.4 123 10.8 0.0 12.8 0.0 11.5 120 FTG T PE 0.0 D 10.8 0.0 14.2 0.0 0.214 TL 6.71 PV Pipe: 12 -20.1 1.049 PL 6.00 PF 1.4 124 10.8 0.0 12.8 0.0 7.5 120 FTG T PE 0.0 D 10.8 0.0 14.2 0.0 0.131 TL 11.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/18/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA102.SDF JOB TITLE: Oak Street, Bldg A, 1st Floor Garage, Area 8, 0.10/900 +100 Hose PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -17.2 1.049 PL 9.00 PF 0.9 125 10.8 0.0 9.3 0.0 6.4 120 FTG ---- PE 0.0 126 10.8 0.0 10.2 0.0 0.098 TL 9.00 PV Pipe: 14 -34.8 1.049 PL 8.75 PF 3.2 126 10.8 0.0 10.2 0.0 12.9 120 FTG ---- PE 0.0 127 10.8 0.0 13.4 0.0 0.363 TL 8.75 PV Pipe: 15 -55.0 1.380 PL 0.71 PF 1.5 127 10.8 0.0 13.4 0.0 11.8 120 FTG T PE 0.0 E 10.8 0.0 14.9 0.0 0.222 TL 6.71 PV Pipe: 16 -20.5 1.049 PL 6.00 PF 1.5 128 10.8 0.0 13.4 0.0 7.6 120 FTG T PE 0.0 E 10.8 0.0 14.9 0.0 0.136 TL 11.00 PV Pipe: 17 -73. 9 2.157 PL 14.00 PF 0.6 D 10.8 0.0 14.2 0.0 6.5 120 FTG ---- PE 0.0 E 10.8 0.0 14.9 0.0 0.044 TL 14.00 PV Pipe: 18 -149.4 2.157 PL 57.67 PF 11.6 E 10.8 0.0 14.9 0.0 13.1 120 FTG 4L PE 0.6 F 9.3 0.0 27.1 0.0 0.160 TL 72.44 PV Pipe: 19 -149.4 3.260 PL 9.00 PF 0.2 F 9.3 0.0 27.1 0.0 5.7 120 FTG ---- PE 0.0 G 9.3 0.0 27.3 0.0 0.021 TL 9.00 PV Pipe: 20 -149.4 3.260 PL 218.75 PF 5.3 G 9.3 0.0 27.3 0.0 5.7 120 FTG TL PE 0.0 TOR 9.3 0.0 32.6 0.0 0.021 TL 245.63 PV Pipe: 21 -149.4 3.260 PL 7.50 PF 0.9 TOR 9.3 0.0 32.6 0.0 5.7 120 FTG TB PE 3.2 BOR 2.0 0.0 36.7 0.0 0.021 TL 41.10 PV Pipe: 22 149.4 4.260 PL 6.00 PF 0.4 UG 1.0 0.0 37.4 0.0 3.4 120 FTG TC PE -0.4 BOR 2.0 0.0 36.7 0.0 0.006 TL 61.30 PV Pipe: 23 -149.4 8.390 PL 60.00 PF 0.0 UG 1.0 0.0 37.4 0.0 0.9 140 FTG 3L PE 0.4 UG1 0.0 H.S. 37.9 100.0 0.000 TL 126.00 PV Pipe: 24 -249.4 8.390 PL 40.00 PF 0.0 UG1 0.0 H.S. 37.9 100.0 1.4 140 FTG 3L PE 0.0 BF1 0.0 0.0 37.9 0.0 0.000 TL 106.00 PV Pipe: 25 FIXED PRESSURE LOSS DEVICE BF2 0.0 0.0 43.9 0.0 6.0 psi, 249.4 gpm BF1 0.0 0.0 37.9 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 4/18/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA102.SDF JOB TITLE: Oak Street, Bldg A, 1st Floor Garage, Area 8, 0.10/900 +100 Hose PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 -249.4 8.390 PL 40.00 PF 0.0 BF2 0.0 0.0 43.9 0.0 1.4 140 FTG TG PE 0.0 SOURCE 0.0 SRCE 44.0 (N/A) 0.000 TL 106.00 PV NOTES (HASS) : (1) Calculations were performed by the HASS 8.7 computer program in accordance with NFPA13 (2017) under license no. 4906013211 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.007 gpm and a maximum imbalance at any node of 0.177 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 13.1 ft/sec at pipe 18. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SOURCE under full flow conditions is 103.97 psi with a flow of 355.93 gpm. (6) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 2.157 6.15 12.31 3.69 13.54 7.38 1.23 12.31 12.31 12.31 3.260 9.41 20.16 6.72 21.50 13.44 1.34 17.47 17.47 20.16 4.260 13.17 26.33 7.90 28.97 15.80 2.63 26.33 26.33 26.33 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 4/18/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA102.SDF JOB TITLE: Oak Street, Bldg A, 1st Floor Garage, Area 8, 0.10/900 +100 Hose PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkV1v BfyVly GatVly AlmChk DPV1v NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 2.00 5.00 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkV1v BfyVly GatVly NPTee 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 • c WATER SUPPLY ANALYSIS oo y Static: 104 . 00 psi Resid: 103 . 00 psi Flow: 2606. 0 gpm y 120 . 0 y ,A LEGEND L 1- m 1 /11 Available pressure \ 103.99 psi @ 249.4 gpm O ry W o N 1 m 2 m > 100 . 0liVRe��' d pressure r* x J 43.99 psi @ 249.4 gpm m m M H G • zi m N ro A m y H U a> x G LQ > E 80 . 0 - yam — E m N Li K CD Z C/) P A. Source Supply Curve 'A H M m R B. System Demand Curve F.1 - X H m o ro x E o x I S ox > 60 . 0 S — a r c N m r U Q n R m C) E 2 > n > N m r m K ( 40 . 0 a x m K H � p w m 3 pc • r i N H D C] O 20 . 0 o x N o o ro ro o • p m LC1 x n m o W m a 0 . 0 -14 . 7 6010 9)0 1100 100 100 2100 2)00 2)00 3100 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 4/18/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKA102.SDF JOB TITLE: Oak Street, Bldg A, 1st Floor Garage, Area 8, 0.10/900 +100 Hose WATER SUPPLY CURVE 108+ 0\\\\\\\\\\\\\\\\\\\\\\\\\\\\* <-103.0 psi @ 2606 gpm Flow Test Point 99+ 90+ 81+ P 72+ R I E 1 S I S 63+ U I R I E I 54+ ( 1 P I S 1 I 45X 36+ 27+ 1 18+ LEGEND I " I X = Required Water Supply 43.99 psi @ 249.4 gpm 9+ I 0 = Available Water Supply " 103.99 psi @ 249.4 gpm 1 0++-+---+----+ + + + + + + 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 4/20/2018STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKASTND01.SDF JOB TITLE: STANDPIPE WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) FDC (N/A) 0.0 (N/A) 0.0 1250.0 153.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1250.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 1250.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 0.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) HV1 60.0 HOSE STREAM 100.0 250.0 HV2 60.0 HOSE STREAM 100.0 250.0 HV3 48.0 HOSE STREAM 107.2 250.0 HV4 48.0 HOSE STREAM 107.7 250.0 HV5 60.0 HOSE STREAM 105.7 250.0 ST1 9.9 - - - - 132.7 - - - ST1A 60.0 - - - - 109.4 - - - ST2 9.9 - - - - 137.2 - - - ST2A 60.0 - - - - 115.0 - - - ST3 9.9 - - - - 133.3 - - - ST3A 48.0 - - - - 116.5 - - - ST4 9.9 - - - - 133.9 - - - ST4A 48.0 - - - - 117.1 - - - UGST 1.0 - - - - 147.9 - - - FDC 0.0 SOURCE 153.5 1250.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 4/20/2018STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKASTND01.SDF JOB TITLE: STANDPIPE PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -250.0 2.469 PL 31.50 PF 9.4 HV1 60.0 H.S. 100.0 250.0 16.8 120 FTG T PE 0.0 ST1A 60.0 0.0 109.4 0.0 0.215 TL 43.50 PV Pipe: 2 -250.0 2.469 PL 31.50 PF 9.4 HV2 60.0 H.S. 100.0 250.0 16.8 120 FTG T PE 0.0 ST1A 60.0 0.0 109.4 0.0 0.215 TL 43.50 PV Pipe: 3 -500.0 6.357 PL 71.00 PF 1.7 ST1A 60.0 0.0 109.4 0.0 5.1 102 FTG T6LB PE 21.7 ST1 9.9 0.0 132.7 0.0 0.010 TL 158.50 PV Pipe: 4 -500.0 6.357 PL 60.50 PF 0.6 ST1 9.9 0.0 132.7 0.0 5.1 120 FTG L PE 0.0 ST3 9.9 0.0 133.3 0.0 0.008 TL 71.82 PV Pipe: 5 -250.0 2.469 PL 31.50 PF 9.4 HV3 48.0 H.S. 107.2 250.0 16.8 120 FTG T PE 0.0 ST3A 48.0 0.0 116.5 0.0 0.215 TL 43.50 PV Pipe: 6 -250.0 6.357 PL 56.75 PF 0.3 ST3A 48.0 0.0 116.5 0.0 2.5 120 FTG TLB PE 16.5 ST3 9.9 0.0 133.3 0.0 0.002 TL 118.36 PV Pipe: 7 -750.0 6.357 PL 37.21 PF 0.6 ST3 9.9 0.0 133.3 0.0 7.6 120 FTG ---- PE 0.0 ST4 9.9 0.0 133. 9 0.0 0.016 TL 37.21 PV Pipe: 8 -250.0 2.469 PL 31.50 PF 9.4 HV4 48.0 H.S. 107.7 250.0 16.8 120 FTG T PE 0.0 ST4A 48.0 0.0 117.1 0.0 0.215 TL 43.50 PV Pipe: 9 -250.0 6.357 PL 59.75 PF 0.3 ST4A 48.0 0.0 117.1 0.0 2.5 120 FTG T2LB PE 16.5 ST4 9.9 0.0 133.9 0.0 0.002 TL 132.68 PV Pipe: 10 -1000.0 6.357 PL 81.50 PF 3.3 ST4 9.9 0.0 133.9 0.0 10.1 120 FTG T PE 0.0 1 ST2 9.9 0.0 137.2 0.0 0.028 TL 119.22 PV Pipe: 11 -250.0 2.469 PL 31.50 PF 9.4 HV5 60.0 H.S. 105.7 250.0 16.8 120 FTG T PE 0.0 ST2A 60.0 0.0 115.0 0.0 0.215 TL 43.50 PV Pipe: 12 -250.0 6.357 PL 121.50 PF 0.5 ST2A 60.0 0.0 115.0 0.0 2.5 120 FTG T5LB PE 21.7 ST2 9.9 0.0 137.2 0.0 0.002 TL 228.37 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/20/2018STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKASTND01.SDF JOB TITLE: STANDPIPE PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 1250.0 6.357 PL 86.50 PF 6.8 UGST 1.0 0.0 147.9 0.0 12.6 120 FTG 3LC PE -3.9 ST2 9.9 0.0 137.2 0.0 0.042 TL 160.68 PV Pipe: 14 -1250.0 6.065 PL 62.00 PF 5.2 UGST 1.0 0.0 147.9 0.0 13.9 120 FTG 4L PE 0.4 FDC 0.0 SRCE 153.5 (N/A) 0.053 TL 98.00 PV NOTES (HASS) : (1) Calculations were performed by the HASS 8.7 computer program in accordance with NFPA13 (2017) under license no. 4906013211 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.003 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 16.8 ft/sec at pipe 11. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) The Sprinkler System will not function under Full Flow conditions. (6) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 6.357 17.60 37.72 11.32 40.23 12.57 3.77 35.21 35.21 37.72 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 4/20/2018STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKASTND01.SDF JOB TITLE: STANDPIPE PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 2.469 6.00 12.00 4.00 14.00 7.00 1.00 10.00 10.00 12.00 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 28.00 30.00 IIL. WATER SUPPLY ANALYSIS o trl H Fixed Source Pressure: 0 . 00 psi y 160 . 0 y r -. LEGEND Dl N 1Ilk Available pressure 0.00 psi @ 1250.0 gpm • N H o co 140 . 0 a Cl)_ 1-3 2 Required pressure ro 153.53 psi @ 1250.0 gpm ro M G y ro A 120 . 0 >z U — 1-3 r G m N E - m m K P 100 . 0... ro PI R 7i z A. Source Supply Curve z m E B. System Demand Curve N• d S M S 80 . 0 • C — n r U H ✓ n R E z m > 60 . 0 .. d k ( > H C U) p r H s n 1 40 . 0 -. > m H z d 0 20 . 0 • a mw Cl m • cn 1 0 . 0 -14 . 7 40 610 810 100 100 100 100 100 2600 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 4/20/2018STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKASTNDO1.SDF JOB TITLE: STANDPIPE WATER SUPPLY CURVE 156+ I X 143+ 130+ 1 1 117+ P104+ R I E I S 1 S 91+ U 1 R 1 E I 78+ ( 1 P I S I I 65+ 1 52+ 39+ 26+ LEGEND I X = Required Water Supply 1 153.53 psi @ 1250.0 gpm " 13+ 1 1 1 O*\\\\\\\\\\\\\\\\\\\\\\\\\\-\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM)