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S\,C OC S � 4 ry, HYDRAULIC DESIGN INFORMATION SHEET Job Name: Oak Street Apartments Location: 8900 SW Oak Street, Tigard, OR Drawing Date: 3-20-18 Remote Area Number: 1 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 120 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 19 Flowing Outlets GPM Required: 606.5 PSI Required: 71.4 @ 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 71.4 psi This is a safety margin of 32.5 psi. Maximum Water Velocity is 13.7 fp/sec Notes: KA• d u97j rrk 1JJ ZZ�� I �t. � Lf',. fl.i /�iV�� y I\`� *tt Tf `tit g,c-c. rV 4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 3/21/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKB101.SDF JOB TITLE: Oak Street, Bldg B, 1st Lvl Parking, 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 2606.0 103.9 606.5 71.4 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 606.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 250.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 356.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 9.0 K= 5.60 11.0 18.5 2 9.0 K= 5.60 11.1 18. 6 3 9.0 K= 5.60 11.4 18.9 4 9.0 K= 5.60 11.2 18.7 5 9.0 K= 5.60 11.3 18.9 6 9.0 K= 5.60 11.7 19.1 7 9.0 K= 5.60 10.3 18.0 8 9.0 K= 5.60 10.4 18.1 9 9.0 K= 5.60 10.7 18.3 10 9.0 K= 5.60 11.3 18.8 ii 9.0 K= 5.60 10.9 18.5 12 9.0 K= 5.60 11.2 18.8 13 9.0 K= 5.60 11.4 18.9 14 9.0 K= 5.60 10.8 18.4 15 9.0 K= 5.60 10.8 18.4 16 9.0 K= 5.60 11.1 18.7 17 9.0 K= 5.60 11.7 19.2 18 9.0 K= 5.60 12.5 19.8 19 9.0 K= 5.60 12.6 19.8 101 9.5 - - - - 12.3 - - - 102 9.5 - - - - 12.4 - - - 103 9.5 - - - - 12.8 - - - 104 9.5 - - - - 12.7 - - - 105 9.5 - - - - 12.8 - - - 106 9.5 - - - - 13.1 - - - 107 9.5 - - - - 11.6 - - - 108 9.5 - - - - 11.7 - - - 109 9.5 - - - - 12.0 - - - 110 9.5 - - - - 12.7 - - - 111 9.5 - - - - 12.5 - - - 112 9.5 - - - - 12.6 - - - 113 9.5 - - - - 12.9 - - - 114 9.5 - - - - 12.1 - - - 115 9.5 - - - - 12.2 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/21/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKB101.SDF JOB TITLE: Oak Street, Bldg B, 1st Lvl Parking, 0.15/1500 +250 Hose NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 116 9.5 - - - - 12.5 - - - 117 9.5 - - - - 13.2 - - - 118 9.5 - - - - 14.0 - - - 119 9.5 - - - - 14.1 - - - A 9.5 - - - - 14.2 - - - B 9.5 - - - - 14.3 - - - C 9.5 - - - - 14.9 - - - D 9.5 - - - - 35.8 - - - TOR 9.5 - - - - 53.2 - - - BOR 2.0 - - - - 60.9 - - - 4 UG 1.0 - - - - 63.1 - - - UG1 0.0 HOSE STREAM 63.6 250.0 BF1 0.0 - - - - 65.2 - - - BF2 0.0 - - - - 71.2 - - - SOURCE 0.0 SOURCE 71.4 606.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/21/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKB101.SDF JOB TITLE: Oak Street, Bldg B, 1st Lvl Parking, 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 -18.5 1.049 PL 2.00 PF 1.6 1 9.0 5.6 11.0 18.5 6.9 120 FTG E2T PE -0.2 101 9.5 0.0 12.3 0.0 0.113 TL 14.00 PV Pipe: 2 -18. 6 1.049 PL 2.00 PF 1.6 2 9.0 5. 6 11.1 18.6 6.9 120 FTG E2T PE -0.2 102 9.5 0.0 12.4 0.0 0.114 TL 14.00 PV Pipe: 3 -18.9 1.049 PL 2.00 PF 1.6 3 9.0 5.6 11.4 18.9 7.0 120 FTG E2T PE -0.2 103 9.5 0.0 12.8 0.0 0.117 TL 14.00 PV Pipe: 4 -18.7 1.049 PL 2.50 PF 1.7 4 9.0 5.6 11.2 18.7 7.0 120 FTG E2T PE -0.2 104 9.5 0.0 12.7 0.0 0.115 TL 14.50 PV Pipe: 5 -18.9 1.049 PL 2.00 PF 1.6 5 9.0 5.6 11.3 18. 9 7.0 120 FTG E2T PE -0.2 105 9.5 0.0 12.8 0.0 0.117 TL 14.00 PV Pipe: 6 -19.1 1.049 PL 2.00 PF 1.7 6 9.0 5.6 11.7 19.1 7.1 120 FTG E2T PE -0.2 106 9.5 0.0 13.1 0.0 0.120 TL 14.00 PV Pipe: 7 -18.0 1.049 PL 2.00 PF 1.5 7 9.0 5.6 10.3 18.0 6.7 120 FTG E2T PE -0.2 107 9.5 0.0 11.6 0.0 0.107 TL 14.00 PV Pipe: 8 -18.1 1.049 PL 2.00 PF 1.5 8 9.0 5.6 10.4 18.1 6.7 120 FTG E2T PE -0.2 108 9.5 0.0 11.7 0.0 0.108 TL 14.00 PV Pipe: 9 -18.3 1.049 PL 2.00 PF 1.5 9 9.0 5.6 10.7 18.3 6.8 120 FTG E2T PE -0.2 109 9.5 0.0 12.0 0.0 0.110 TL 14.00 PV Pipe: 10 -18.8 1.049 PL 2.00 PF 1.6 10 9.0 5.6 11.3 18.8 7.0 120 FTG E2T PE -0.2 110 9.5 0.0 12.7 0.0 0.116 TL 14.00 PV Pipe: 11 -18.5 1.049 PL 4.00 PF 1.8 11 9.0 5.6 10.9 18.5 6.9 120 FTG E2T PE -0.2 111 9.5 0.0 12.5 0.0 0.113 TL 16.00 PV Pipe: 12 -18.8 1.049 PL 2.00 PF 1.6 12 9.0 5.6 11.2 18.8 7.0 120 FTG E2T PE -0.2 112 9.5 0.0 12.6 0.0 0.116 TL 14.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/21/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKB101.SDF JOB TITLE: Oak Street, Bldg B, 1st Lvl Parking, 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 -18.9 1.049 PL 2.00 PF 1.6 13 9.0 5.6 11.4 18. 9 7.0 120 FTG E2T PE -0.2 113 9.5 0.0 12.9 0.0 0.118 TL 14.00 PV Pipe: 14 -18.4 1.049 PL 2.00 PF 1.6 14 9.0 5.6 10.8 18.4 6.8 120 FTG E2T PE -0.2 114 9.5 0.0 12.1 0.0 0.111 TL 14.00 PV Pipe: 15 -18.4 1.049 PL 2.00 PF 1.6 15 9.0 5.6 10.8 18.4 6.8 120 FTG E2T PE -0.2 115 9.5 0.0 12.2 0.0 0.112 TL 14.00 PV Pipe: 16 -18.7 1.049 PL 2.00 PF 1.6 16 9.0 5.6 11.1 18.7 6.9 120 FTG E2T PE -0.2 116 9.5 0.0 12.5 0.0 0.115 TL 14.00 PV Pipe: 17 -19.2 1.049 PL 2.00 PF 1.7 17 9.0 5.6 11.7 19.2 7.1 120 FTG E2T PE -0.2 117 9.5 0.0 13.2 0.0 0.120 TL 14.00 PV Pipe: 18 -19.8 1.049 PL 2.00 PF 1.8 18 9.0 5.6 12.5 19.8 7.3 120 FTG E2T PE -0.2 118 9.5 0.0 14.0 0.0 0.127 TL 14.00 PV Pipe: 19 -19.8 1.049 PL 2.00 PF 1.8 19 9.0 5.6 12.6 19.8 7.4 120 FTG E2T PE -0.2 119 9.5 0.0 14.1 0.0 0.128 TL 14.00 PV Pipe: 20 -18.5 1.682 PL 10.00 PF 0.1 101 9.5 0.0 12.3 0.0 2.7 120 FTG ---- PE 0.0 102 9.5 0.0 12.4 0.0 0.011 TL 10.00 PV Pipe: 21 -37.2 1.682 PL 10.00 PF 0.4 102 9.5 0.0 12.4 0.0 5.4 120 FTG ---- PE 0.0 103 9.5 0.0 12.8 0.0 0.041 TL 10.00 PV Pipe: 22 -56.1 1.682 PL 5.75 PF 1.4 103 9.5 0.0 12.8 0.0 8.1 120 FTG T PE 0.0 A 9.5 0.0 14.2 0.0 0.088 TL 15.65 PV Pipe: 23 -18.7 1.682 PL 9.00 PF 0.1 104 9.5 0.0 12.7 0.0 2.7 120 FTG ---- PE 0.0 105 9.5 0.0 12.8 0.0 0.012 TL 9.00 PV Pipe: 24 -37.6 1.682 PL 9.00 PF 0.4 105 9.5 0.0 12.8 0.0 5.4 120 FTG ---- PE 0.0 106 9.5 0.0 13.1 0.0 0.042 TL 9.00 PV Pipe: 25 -56.7 1.682 PL 2.25 PF 1.1 106 9.5 0.0 13.1 0.0 8.2 120 FTG T PE 0.0 A 9.5 0.0 14.2 0.0 0.090 TL 12.15 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 3/21/2018AK STREET APARTMENTS\SPRINKLER\CALLS\HYDRAULIC\OAKB101.SDF JOB TITLE: Oak Street, Bldg B, 1st Lvl Parking, 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 -18.0 1.682 PL 8.00 PF 0.1 107 9.5 0.0 11. 6 0.0 2.6 120 FTG ---- PE 0.0 108 9.5 0.0 11.7 0.0 0.011 TL 8.00 PV Pipe: 27 -36.1 1.682 PL 8.00 PF 0.3 108 9.5 0.0 11.7 0.0 5.2 120 FTG ---- PE 0.0 109 9.5 0.0 12.0 0.0 0.039 TL 8.00 PV Pipe: 28 -54.4 1.682 PL 8.00 PF 0.7 109 9.5 0.0 12.0 0.0 7.9 120 FTG ---- PE 0.0 110 9.5 0.0 12.7 0.0 0.083 TL 8.00 PV Pipe: 29 -73.2 1.682 PL 1.50 PF 1.6 110 9.5 0.0 12.7 0.0 10.6 120 FTG T PE 0.0 B 9.5 0.0 14.3 0.0 0.144 TL 11.40 PV Pipe: 30 -18.5 1.682 PL 7.75 PF 0.1 111 9.5 0.0 12.5 0.0 2.7 120 FTG ---- PE 0.0 112 9.5 0.0 12.6 0.0 0.011 TL 7.75 PV Pipe: 31 -37.3 1.682 PL 6.00 PF 0.2 112 9.5 0.0 12.6 0.0 5.4 120 FTG ---- PE 0.0 113 9.5 0.0 12.9 0.0 0.041 TL 6.00 PV Pipe: 32 -56.2 1.682 PL 6.50 PF 1.4 113 9.5 0.0 12.9 0.0 8.1 120 FTG T PE 0.0 B 9.5 0.0 14.3 0.0 0.088 TL 16.40 PV Pipe: 33 -18.4 1.682 PL 8.00 PF 0.1 114 9.5 0.0 12.1 0.0 2.7 120 FTG ---- PE 0.0 115 9.5 0.0 12.2 0.0 0.011 TL 8.00 PV Pipe: 34 -36.8 1.682 PL 8.00 PF 0.3 115 9.5 0.0 12.2 0.0 5.3 120 FTG ---- PE 0.0 116 9.5 0.0 12.5 0.0 0.040 TL 8.00 PV Pipe: 35 55.5 1.682 PL 8 -0Q_ PF 0.7 116 9.5 0.0 - 12.5 0.0 8.0 120 FTG -------- PE 0.0 117 9.5 0.0 13.2 0.0 0.086 TL 8.00 PV Pipe: 36 -74.6 1.682 PL 1.50 PF 1.7 117 9.5 0.0 13.2 0.0 10.8 120 FTG T PE 0.0 C 9.5 0.0 14.9 0.0 0.149 TL 11.40 PV Pipe: 37 -19.8 1.682 PL 8.00 PF 0.1 118 9.5 0.0 14.0 0.0 2.9 120 FTG ---- PE 0.0 119 9.5 0.0 14.1 0.0 0.013 TL 8.00 PV Pipe: 38 -39.6 1.682 PL 6.50 PF 0.8 119 9.5 0.0 14.1 0.0 5.7 120 FTG T PE 0.0 C 9.5 0.0 14.9 0.0 0.046 TL 16.40 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 3/21/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKB101.SDF JOB TITLE: Oak Street, Bldg B, 1st Lvl Parking, 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: 39 -112.8 3.260 PL 7.08 PF 0.1 A 9.5 0.0 14.2 0.0 4.3 120 FTG ---- PE 0.0 B 9.5 0.0 14.3 0.0 0.013 TL 7.08 PV Pipe: 40 -242.2 3.260 PL 11.00 PF 0.6 B 9.5 0.0 14.3 0.0 9.3 120 FTG ---- PE 0.0 C 9.5 0.0 14.9 0.0 0.052 TL 11.00 PV Pipe: 41 -356.4 3.260 PL 188.50 PF 20.9 C 9.5 0.0 14.9 0.0 13.7 120 FTG L PE 0.0 D 9.5 0.0 35.8 0.0 0.107 TL 195.22 PV Pipe: 42 -356.4 3.260 PL 142.00 PF 17.4 D 9.5 0.0 35.8 0.0 13.7 120 FTG 3L PE 0.0 TOR 9.5 0.0 53.2 0.0 0.107 TL 162.16 PV Pipe: 43 -356.4 3.260 PL 7.50 PF 4.4 TOR 9.5 0.0 53.2 0.0 13.7 120 FTG TB PE 3.2 BOR 2.0 0.0 60.9 0.0 0.107 TL 41.10 PV Pipe: 44 356.4 4.260 PL 6.00 PF 1.8 UG 1.0 0.0 63.1 0.0 8.0 120 FTG TC PE -0.4 BOR 2.0 0.0 60.9 0.0 0.029 TL 61.30 PV Pipe: 45 -356.4 8.390 PL 40.00 PF 0.1 UG 1.0 0.0 63.1 0.0 2.1 140 FTG 3L PE 0.4 UG1 0.0 H.S. 63.6 250.0 0.001 TL 106.00 PV Pipe: 46 -606.4 8.390 PL 560.00 PF 1.6 UG1 0.0 H.S. 63.6 250.0 3.5 140 FTG T5L PE 0.0 BF1 0.0 0.0 65.2 0.0 0.002 TL 729.00 PV Pipe: 47 FIXED PRESSURE LOSS DEVICE BF2 0.0 0.0 71.2 0.0 6.0 psi, 606.4 gpm BF1 0.0 0.0 65.2 0.0 Pipe: 48 -606.5 8.390 PL 40.00 PF 0.3 BF2 0.0 0.0 71.2 0.0 3.5 120 FTG TG PE 0.0 SOURCE 0.0 SRCE 71.4 (N/A) 0.003 TL 89.75 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 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 3/21/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKB101.SDF JOB TITLE: Oak Street, Bldg B, 1st Lvl Parking, 0.15/1500 +250 Hose (2) The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.134 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 13.7 ft/sec at pipe 41. (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 103.91 psi with a flow of 697.71 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 1.682 4.95 9. 90 2.47 11.14 7.42 1.24 12.37 12.37 9.90 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 8.390 22.96 44.64 16.58 57.40 15.31 5.10 39.54 39.54 44.64 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 ChkV1v BfyVly GatVly NPTee 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 WATER SUPPLY ANALYSIS o> CO 1-3 Static: 104 . 00 psi Resid: 103. 00 psi Flow: 2606. 0 gpm y 120 . 0 H H w 1 1 LEGEND 10 N Available pressure 1--,103.93 psi @ 606.5 gpm o N UM B o 1 x. i-, o 2 m > 100 . 0 Rego} arW.4F.g `I G 71.44 psi @ 606.5 gpm Co rfr In A - to m M xo U CO 1-3 H H Z G w ro N E 80 . 0 to o m y M m P 2 1-- z U) R A. Source Supply Curve rr P-3 IAx E B. System Demand Curve 1-, cn d x S 60 . 0 Iv � d S n x U r H- 10 r R 7c, H Q 0 0 E > o r Z ( 40 . 0 H m r cn / < x Cr) p H H (J1 t7 Co S o 0 i + r N H CO' O 20 . 0 x °> o x m tb fD 0 H b . a mcq Ci M ftl 0 . 0 -14 . 7 610 910 100 100 1002100 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 9 DATE: 3/21/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKB101.SDF JOB TITLE: Oak Street, Bldg B, 1st Lvl Parking, 0.15/1500 +250 Hose WATER SUPPLY CURVE 108+ *\0\\\\\\\\\\\\\\\\\\\\\\\\\\* <-103.0 psi @ 2606 gpm I Flow Test Point 99+ 90+ 81+ P 72+ X R I E I S I S 63+ U I R I E I 54+ ( I P S I 145+ I 36+ 27+ 18+ LEGEND I " I X = Required Water Supply 71.44 psi @ 606.5 gpm 9+ I 0 = Available Water Supply " 103.93 psi @ 606.5 gpm " I " 0++-+---+- 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) HYDRAULIC DESIGN INFORMATION SHEET Job Name: Oak Street Apartments Location: 8900 SW Oak Street, Tigard, OR Drawing Date: 3-20-18 Remote Area Number: 2 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: Light/Residential System Type: WET Area of Sprinkler Operation 4 Sprinklers' Sprinkler or Nozzle Density (gpm/sq ft) 0.10 I Make: Tyco Area per Sprinkler Varies 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: 191.2 PSI Required: 85.9 Q 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 85.9 psi This is a safety margin of 18.1 psi. Maximum Water Velocity is 19.2 fp/sec Notes: I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 3/21/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKB401.SDF JOB TITLE: Oak Street, Bldg B, 4th Lvl, 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 2606.0 104.0 191.2 85.9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 191.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 91.2 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 42.3 K= 4.90 21.1 22.5 2 42.3 K= 4.90 21.2 22.6 3 42.3 K= 4.90 21.2 22.6 4 42.3 K= 4.90 23.0 23.5 101 43.5 - - - - 20.9 - - - 102 43.5 - - - - 21.8 - - - 103 43.5 - - - - 21.8 - - - 104 43.5 - - - - 23.2 - - - A 42.8 - - - - 33.0 - - - B 42.8 - - - - 52.4 - - - C 42.8 - - - - 53.0 - - - 4TH 42.8 - - - - 56.1 - - - X 9.5 - - - - 70.9 - - - TOR 9.5 - - - - 72.1 - - - BOR 2.0 - - - - 75.7 - - - UG 1.0 - - - - 76.3 - - - UG1 0.0 HOSE STREAM 76.7 100.0 BF1 0.0 - - - - 76. 9 - - - BF2 0.0 - - - - 85.9 - - - SOURCE 0.0 SOURCE 85.9 191.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/21/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKB401.SDF JOB TITLE: Oak Street, Bldg B, 4th Lvl, 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 -22.5 1.101 PL 1.33 PF 0.3 1 42.3 4.9 21.1 22.5 7.6 150 FTG E PE -0.5 101 43.5 0.0 20. 9 0.0 0.085 TL 3.83 PV Pipe: 2 -22.6 1.101 PL 4.25 PF 1.1 2 42.3 4. 9 21.2 22.6 7.6 150 FTG ET PE -0.5 102 43.5 0.0 21.8 0.0 0.085 TL 12.75 PV Pipe: 3 -22.6 1.101 PL 4.83 PF 1.1 3 42.3 4.9 21.2 22. 6 7.6 150 FTG ET PE -0.5 103 43.5 0.0 21.8 0.0 0.085 TL 13.33 PV Pipe: 4 -23.5 1.101 PL 1.33 PF 0.7 4 42.3 4.9 23.0 23.5 7. 9 150 FTG T PE -0.5 104 43.5 0.0 23.2 0.0 0.092 TL 7.33 PV Pipe: 5 -22.5 1.101 PL 10.12 PF 0.9 101 43.5 0.0 20.9 0.0 7.6 150 FTG ---- PE 0.0 102 43.5 0.0 21.8 0.0 0.085 TL 10.12 PV Pipe: 6 -45.1 1.394 PL 0.92 PF 0.1 102 43.5 0.0 21.8 0.0 9.5 150 FTG ---- PE 0.0 103 43.5 0.0 21.8 0.0 0.097 TL 0. 92 PV Pipe: 7 -67. 6 1.394 PL 6.58 PF 1.4 103 43.5 0.0 21.8 0.0 14.2 150 FTG ---- PE 0.0 104 43.5 0.0 23.2 0.0 0.205 TL 6.58 PV Pipe: 8 -91.1 1.394 PL 11.71 PF 9.5 104 43.5 0.0 23.2 0.0 19.2 150 FTG 2ET PE 0.3 A 42.8 0.0 33.0 0.0 0.357 TL 26. 61 PV Pipe: 9 -91.1 2.003 PL 272.00 PF 19.5 A 42.8 0.0 33.0 0.0 9.3 150 FTG 4E2T PE 0.0 B 42.8 0.0 52.4 0. 0 0.061 TL 318.80 PV Pipe: 10 -91.1 2.003 PL 9.00 PF 0.5 B 42.8 0.0 52.4 0.0 9.3 150 FTG ---- PE 0.0 C 42.8 0.0 53.0 0.0 0.061 TL 9.00 PV Pipe: 11 -91.1 2.067 PL 8.71 PF 3.1 C 42.8 0.0 53.0 0.0 8.7 120 FTG E2TB PE 0.0 4TH 42.8 0.0 56.1 0.0 0.079 TL 39.71 PV Pipe: 12 -91.1 3.260 PL 33.33 PF 0.4 4TH 42.8 0.0 56.1 0.0 3.5 120 FTG E PE 14.4 X 9.5 0.0 70.9 0.0 0.009 TL 42.74 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/21/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKB401.SDF JOB TITLE: Oak Street, Bldg B, 4th Lvl, 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 -91.1 3.260 PL 96.25 PF 1.2 X 9.5 0.0 70. 9 0.0 3.5 120 FTG 6L PE 0.0 TOR 9.5 0.0 72.1 0.0 0.009 TL 136.57 PV Pipe: 43 -91.1 3.260 PL 7.50 PF 0.4 TOR 9.5 0.0 72.1 0.0 3.5 120 FTG TB PE 3.2 BOR 2.0 0.0 75.7 0.0 0.009 TL 41.10 PV Pipe: 44 91.1 4.260 PL 6.00 PF 0.1 UG 1.0 0.0 76.3 0.0 2.1 120 FTG TC PE -0.4 BOR 2.0 0.0 75.7 0.0 0.002 TL 61.30 PV Pipe: 45 -91.1 8.390 PL 40.00 PF 0.0 UG 1.0 0.0 76.3 0.0 0.5 140 FTG 3L PE 0.4 UG1 0.0 H.S. 76.7 100.0 0.000 TL 106.00 PV Pipe: 46 -191.1 8.390 PL 560.00 PF 0.2 UG1 0.0 H.S. 76.7 100.0 1.1 140 FTG T5L PE 0.0 BF1 0.0 0.0 76.9 0.0 0.000 TL 729.00 PV Pipe: 47 FIXED PRESSURE LOSS DEVICE BF2 0.0 0.0 85.9 0.0 9.0 psi, 191.1 gpm BF1 0.0 0.0 76.9 0.0 Pipe: 48 -191.2 8.390 PL 40.00 PF 0.0 BF2 0.0 0.0 85.9 0.0 1.1 120 FTG TG PE 0.0 SOURCE 0.0 SRCE 85.9 (N/A) 0.000 TL 89.75 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 0.008 gpm and a maximum imbalance at any node of 0.150 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 19.2 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 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/21/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKB401.SDF JOB TITLE: Oak Street, Bldg B, 4th Lvl, 0.10/ 4 Sprks +100 Hose 103.99 psi with a flow of 204.95 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 8.390 22.96 44.64 16.58 57.40 15.31 5.10 39.54 39.54 44.64 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 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 o H C[i H Static: 104 . 00 psi Resid: 103 . 00 psi Flow: 2606. 0 gpm H 120 . 0 H w !IILEGEND N 1 Available pressure 103.99 psi @ 191.2 gpm a o 1 x � 100 . 0 2 ReiVM...... �* x 85.95 psi @ 191.2 gpm M m G rf 1-3 m C.1 7JA U 2 1-3 H z G ro E 80 . 0 w H X m tJ K p * z H R A. Source Supply Curve r E B. System Demand Curve ro x 60 . 0 o z x U o 7 71 R � C) n E > > r z ro n ri m r ( 40 . 0 x K H p 0 m s 1 o x o 20 . 0 m �I x m 0 H iv • 9) m 'Q d CD ro v, 0 . 0 -14 . 7 6)0 9)0 1100 100 1/00 2100 2100 2/00 36100 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: 3/21/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKB401.SDF JOB TITLE: Oak Street, Bldg B, 4th Lvl, 0.10/ 4 Sprks +100 Hose WATER SUPPLY CURVE 108+ 0\\\\\\\\\\\\\\\\\\\\\\\\\\\\* <-103.0 psi @ 2606 gpm Flow Test Point 99+ 90+ x 81+ P 72+ R I E I S I S 63+ U I R I E 1 54+ ( 1 P 1 S I 145+ 1 36+ 27+ 1 18+ LEGEND 1 I X = Required Water Supply 85.95 psi @ 191.2 gpm 9+ I 0 = Available Water Supply " 103.99 psi @ 191.2 gpm I " 0++-+---+ 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) HYDRAULIC DESIGN INFORMATION SHEET Job Name: Oak Street Apartments Location: 8900 SW Oak Street, Tigard, OR Drawing Date: 3-20-18 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: Residential Reviewing Authorities: City of Tigard SYSTEM DESIGN Code: NFPA-13 Hazard: Light Hazard/Residential System Type: WET Area of Sprinkler Operation 4 Sprinklers Sprinkler or Nozzle Density (gpm/sq ft) 0.10 I Make: Tyco Area per Sprinkler Varies 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: 192.9 PSI Required: 82.5 @ 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 82.5 psi This is a safety margin of 21.5 psi. Maximum Water Velocity is 19.5 fp/sec Notes: SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 3/21/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKB501.SDF JOB TITLE: Oak Street, Bldg B, 5th Lvl Area 3, 0.10/ 4 Sprks +100 Hose WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. 8 PRESS. 8 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 104.0 103.0 2606.0 104.0 192.9 82.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 192.9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 92.9 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 62.8 K= 4.90 20.9 22.4 2 62.8 K= 4.90 21.6 22.8 3 62.8 K= 4.90 22.5 23.2 4 62.8 K= 4.90 25.2 24.6 101 63.2 - - - - 20.9 - - - 102 63.2 - - - - 22.3 - - - 103 63.2 - - - - 23.2 - - - 104 63.2 - - - - 26.0 - - - A 54.0 - - - - 39.2 - - - A2 54.0 - - - - 40.3 - - - A5 54.0 - - - - 41.9 - - - A7 54.0 - - - - 42.3 - - - A8 54.0 - - - - 43.0 - - - A9 54.0 - - - - 43.3 - - - A9A 54.0 - - - - 43.4 - - - AA 54.0 - - - - 43.7 - - - B 54.0 - - - - 39.2 - - - B2 54.0 - - - - 40.3 - - - B5 54.0 - - - - 41.9 - - - B7 54.0 - - - - 42.3 - - - B9 54.0 - - - - 43.4 - - - BB 54.0 - - - - 43.7 - - - C 54.0 - - - - 39.2 - - - C2 54.0 - - - - 40.3 - - - C2A 54.0 - - - - 40.3 - - - C3 54.0 - - - - 41.1 - - - C5 54.0 - - - - 41. 9 - - - C7 54.0 - - - - 42.3 - - - C9 54.0 - - - - 43.4 - - - CC 54.0 - - - - 43.7 - - - D 54.0 - - - - 39.0 - - - D1 54.0 - - - - 39.6 - - - D1A 54.0 - - - - 39.4 - - - D2 54.0 - - - - 40.4 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/21/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKB501.SDF JOB TITLE: Oak Street, Bldg B, 5th Lvl Area 3, 0.10/ 4 Sprks +100 Hose NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) D3 54.0 - - - - 41.1 - - - D3A 54.0 - - - - 41.2 - - - D4 54.0 - - - - 41.5 - - - D5 54.0 - - - - 41.9 - - - D6 54.0 - - - - 42.1 - - - D7 54.0 - - - - 42.4 - - - D8 54.0 - - - - 42.9 - - - D9 54.0 - - - - 43.3 - - - D10 54.0 - - - - 43.9 - - - DD 54.0 - - - - 43.8 - - - E 54.0 - - - - 38.5 - - - El 54.0 - - - - 39.6 - - - E1A 54.0 - - - - 39.4 - - - E2 54.0 - - - - 40.4 - - - E3 54.0 - - - - 41.2 - - - E4 54.0 - - - - 41.5 - - - E6 54.0 - - - - 42.1 - - - E10 54.0 - - - - 44.0 - - - EE 54.0 - - - - 43.8 - - - F6 54.0 - - - - 42.2 - - - F7 54.0 - - - - 42.3 - - - F10 54.0 - - - - 43.3 - - - G6 54.0 - - - - 42.2 - - - G10 54.0 - - - - 43.1 - - - H 54.0 - - - - 38.5 - - - H1 62.8 - - - - 30.1 - - - H2 54.0 - - - - 33.9 - - - J1 62.8 - - - - 35.6 - - - J2 62.8 - - - - 35.6 - - - Kl 62.8 - - - - 37.3 - - - Z 54.0 - - - - 44.1 - - - 5TH 52.5 - - - - 48.4 - - - 4TH 42.8 - - - - 52.6 - - - X 9.5 - - - - 67.4 - - - TOR 9.5 - - - - 68.7 - - - BOR 2.0 - - - - 72.3 - - - UG 1.0 - - - - 72. 9 - - - UG1 0.0 HOSE STREAM 73.3 100.0 BF1 0.0 - - - - 73.5 - - - BF2 0.0 - - - - 82.5 - - - SOURCE 0.0 SOURCE 82.5 192.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/21/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKB501.SDF JOB TITLE: Oak Street, Bldg B, 5th Lvl Area 3, 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 62.8 4.9 20.9 22.4 7.5 150 FTG E PE -0.2 101 63.2 0.0 20.9 0.0 0.084 TL 3.00 PV Pipe: 2 -22.8 1.101 PL 2.96 PF 1.0 2 62.8 4.9 21.6 22.8 7.7 150 FTG ET PE -0.2 102 63.2 0.0 22.3 0.0 0.086 TL 11.46 PV Pipe: 3 -23.2 1.101 PL 2.29 PF 1.0 3 62.8 4.9 22.5 23.2 7.8 150 FTG ET PE -0.2 103 63.2 0.0 23.2 0.0 0.090 TL 10.79 PV Pipe: 4 -24.6 1.101 PL 2.29 PF 1.1 4 62.8 4.9 25.2 24. 6 8.3 150 FTG ET PE -0.2 104 63.2 0.0 26.0 0.0 0.100 TL 10.79 PV Pipe: 5 -22.4 1.101 PL 10.79 PF 1.4 101 63.2 0.0 20.9 0.0 7.5 150 FTG T PE 0.0 102 63.2 0.0 22.3 0.0 0.084 TL 16.79 PV Pipe: 6 -45.2 1.394 PL 1.67 PF 0.9 102 63.2 0.0 22.3 0.0 9.5 150 FTG T PE 0.0 103 63.2 0.0 23.2 0.0 0.097 TL 8.97 PV Pipe: 7 -68.4 1.394 PL 13.42 PF 2.8 103 63.2 0.0 23.2 0.0 14.4 150 FTG ---- PE 0.0 104 63.2 0.0 26.0 0.0 0.210 TL 13.42 PV Pipe: 8 -93.0 1.394 PL 3.25 PF 3.9 104 63.2 0.0 26.0 0.0 19.5 150 FTG T PE 0.2 Hi 62.8 0.0 30.1 0.0 0.370 TL 10.55 PV Pipe: 9 -93.0 2.003 PL 24.50 PF 4.5 H1 62.8 0.0 30.1 0.0 9.5 150 FTG 4E2T PE 3.8 H 54.0 0.0 38.5 0.0 0.063 TL 71.30 PV Pipe: 10 0.0 2.003 PL 8.75 PF 0.0 H2 54.0 0.0 33.9 0.0 0.0 150 FTG ---- PE -3.8 H1 62.8 0.0 30.1 0.0 0.000 TL 8.75 PV Pipe: 11 0.0 2.003 PL 7.46 PF 0.0 Ji 62.8 0.0 35.6 0.0 0.0 150 FTG 2E PE 0.0 J2 62.8 0.0 35.6 0.0 0.000 TL 18.86 PV Pipe: 12 0.0 2.003 PL 24.00 PF 0.0 J2 62.8 0.0 35.6 0.0 0.0 150 FTG 2ET PE 3.8 E1A 54.0 0.0 39.4 0.0 0.000 TL 47.40 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/21/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKB501.SDF JOB TITLE: Oak Street, Bldg B, 5th Lvl Area 3, 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 0.0 2.003 PL 24.00 PF 0.0 K1 62.8 0.0 37.3 0.0 0.0 150 FTG 4ET PE 3.8 C3 54.0 0.0 41.1 0.0 0.000 TL 58.80 PV Pipe: 14 -9.2 1.394 PL 50.08 PF 0.3 A5 54.0 0.0 41.9 0.0 1.9 150 FTG 2T PE 0.0 A7 54.0 0.0 42.3 0.0 0.005 TL 64.68 PV Pipe: 15 -12. 9 1.394 PL 20.46 PF 0.3 A8 54.0 0.0 43.0 0.0 2.7 150 FTG 2T PE 0.0 A9 54.0 0.0 43.3 0.0 0.010 TL 35.06 PV Pipe: 16 -8.2 1.394 PL 63.25 PF 0.3 A9A 54.0 0.0 43.4 0.0 1.7 150 FTG 2T PE 0.0 AA 54.0 0.0 43.7 0.0 0.004 TL 77.85 PV Pipe: 17 -15.1 1.394 PL 69.21 PF 1.1 B 54.0 0.0 39.2 0.0 3.2 150 FTG 2T PE 0.0 B2 54.0 0.0 40.3 0.0 0.013 TL 83.81 PV Pipe: 18 -9.5 1.394 PL 50.08 PF 0.4 B5 54.0 0.0 41.9 0.0 2.0 150 FTG 2T PE 0.0 B7 54.0 0.0 42.3 0.0 0.005 TL 64.68 PV Pipe: 19 -8.2 1.394 PL 63.25 PF 0.3 B9 54.0 0.0 43.4 0.0 1.7 150 FTG 2T PE 0.0 BB 54.0 0.0 43.7 0.0 0.004 TL 77.85 PV Pipe: 20 -15.3 1.394 PL 69.21 PF 1.1 C 54.0 0.0 39.2 0.0 3.2 150 FTG 2T PE 0.0 C2 54.0 0.0 40.3 0.0 0.013 TL 83.81 PV Pipe: 21 -18.0 1.394 PL 30.29 PF 0.8 C2A 54.0 0.0 40.3 0.0 3.8 150 FTG 2T PE 0.0 C3 54.0 0.0 41.1 0.0 0.018 TL 44.89 PV Pipe: 22 -18.3 1.394 PL 28.75 PF 0.8 C3 54.0 0.0 41.1 0.0 3.8 150 FTG 2T PE 0.0 C5 54.0 0.0 41.9 0.0 0.018 TL 43.35 PV Pipe: 23 -9.4 1.394 PL 51.67 PF 0.4 C5 54.0 0.0 41.9 0.0 2.0 150 FTG 2E2T PE 0.0 C7 54.0 0.0 42.3 0.0 0.005 TL 73.87 PV Pipe: 24 -8.5 1.394 PL 63.25 PF 0.3 C9 54.0 0.0 43.4 0.0 1.8 150 FTG 2T PE 0.0 CC 54.0 0.0 43.7 0.0 0.004 TL 77.85 PV Pipe: 25 -39.7 2.003 PL 19.83 PF 0.4 D 54.0 0.0 39.0 0.0 4.0 150 FTG T PE 0.0 DIA 54.0 0.0 39.4 0.0 0.013 TL 31.83 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 3/21/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKB501.SDF JOB TITLE: Oak Street, Bldg B, 5th Lvl Area 3, 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 -50.0 2.003 PL 10.00 PF 0.2 DIA 54.0 0.0 39.4 0.0 5.1 150 FTG ---- PE 0.0 D1 54.0 0.0 39.6 0.0 0.020 TL 10.00 PV Pipe: 27 -47.6 2.003 PL 39.33 PF 0.7 D1 54.0 0.0 39.6 0.0 4.8 150 FTG ---- PE 0.0 D2 54.0 0.0 40.4 0.0 0.018 TL 39.33 PV Pipe: 28 -56.5 2.003 PL 30.33 PF 0.8 D2 54.0 0.0 40.4 0.0 5.7 150 FTG ---- PE 0.0 D3 54.0 0.0 41.1 0.0 0.025 TL 30.33 PV Pipe: 29 -56.1 2.003 PL 4.00 PF 0.1 D3 54.0 0.0 41.1 0.0 5.7 150 FTG ---- PE 0.0 D3A 54.0 0.0 41.2 0.0 0.025 TL 4.00 PV Pipe: 30 -60.1 2.003 PL 10.54 PF 0.3 D3A 54.0 0.0 41.2 0.0 6.1 150 FTG ---- PE 0.0 D4 54.0 0.0 41.5 0.0 0.028 TL 10.54 PV Pipe: 31 -57.9 2.003 PL 14.17 PF 0.4 D4 54.0 0.0 41.5 0.0 5.9 150 FTG ---- PE 0.0 D5 54.0 0.0 41.9 0.0 0.026 TL 14.17 PV Pipe: 32 -48.0 2.003 PL 10.17 PF 0.2 D5 54.0 0.0 41.9 0.0 4.9 150 FTG ---- PE 0.0 D6 54.0 0.0 42.1 0.0 0.019 TL 10.17 PV Pipe: 33 -32.8 2.003 PL 40.00 PF 0.4 D6 54.0 0.0 42.1 0.0 3.3 150 FTG ---- PE 0.0 D7 54.0 0.0 42.4 0.0 0.009 TL 40.00 PV Pipe: 34 -61.0 2.003 PL 5.21 PF 0.5 D7 54.0 0.0 42.4 0.0 6.2 150 FTG T PE 0.0 D8 54.0 0.0 42.9 0.0 0.029 TL 17.21 PV Pipe: 35 -48.1 2.003 PL 20.50 PF 0.4 D8 54.0 0.0 42.9 0.0 4.9 150 FTG ---- PE 0.0 D9 54.0 0.0 43.3 0.0 0.019 TL 20.50 PV Pipe: 36 -36.1 2.003 PL 38.25 PF 0.6 D9 54.0 0.0 43.3 0.0 3.7 150 FTG T PE 0.0 D10 54.0 0.0 43.9 0.0 0.011 TL 50.25 PV Pipe: 37 15.6 2.003 PL 25.00 PF 0.1 D10 54.0 0.0 43. 9 0.0 1.6 150 FTG T PE 0.0 DD 54.0 0.0 43.8 0.0 0.002 TL 37.00 PV Pipe: 38 -22.8 1.394 PL 19.83 PF 0.9 E 54.0 0.0 38.5 0.0 4.8 150 FTG 2T PE 0.0 E1A 54.0 0.0 39.4 0.0 0.027 TL 34.43 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 3/21/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKB501.SDF JOB TITLE: Oak Street, Bldg B, 5th Lvl Area 3, 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 -12.5 1.394 PL 10.00 PF 0.2 E1A 54.0 0.0 39.4 0.0 2.6 150 FTG 2T PE 0.0 El 54.0 0.0 39.6 0.0 0.009 TL 24.60 PV Pipe: 40 -15.0 1.394 PL 42.75 PF 0.7 El 54.0 0.0 39.6 0.0 3.1 150 FTG 2T PE 0.0 E2 54.0 0.0 40.4 0.0 0.013 TL 57.35 PV Pipe: 41 -18.6 1.394 PL 31.00 PF 0.9 E2 54.0 0.0 40.4 0.0 3.9 150 FTG 2T PE 0.0 E3 54.0 0.0 41.2 0.0 0.019 TL 45.60 PV Pipe: 42 -14.6 1.394 PL 10.50 PF 0.3 E3 54.0 0.0 41.2 0.0 3.1 150 FTG 2T PE 0.0 E4 54.0 0.0 41.5 0.0 0.012 TL 25.10 PV Pipe: 43 -16.8 1.394 PL 24.33 PF 0. 6 E4 54.0 0.0 41.5 0.0 3.5 150 FTG 2T PE 0.0 E6 54.0 0.0 42.1 0.0 0.016 TL 38.93 PV Pipe: 44 -7.8 1.394 PL 30.17 PF 0.2 E6 54.0 0.0 42.1 0.0 1. 6 150 FTG 3T PE 0.0 F7 54.0 0.0 42.3 0.0 0.004 TL 52.07 PV Pipe: 45 9.3 1.394 PL 25.00 PF 0.2 El0 54.0 0.0 44.0 0.0 2.0 150 FTG 2T PE 0.0 EE 54.0 0.0 43.8 0.0 0.005 TL 39.60 PV Pipe: 46 -9.4 1.394 PL 22.17 PF 0.2 F6 54.0 0.0 42.2 0.0 2.0 150 FTG T PE 0.0 F7 54.0 0.0 42.3 0.0 0.005 TL 29.47 PV Pipe: 47 -17.2 1.394 PL 54.33 PF 1.0 F7 54.0 0.0 42.3 0.0 3. 6 150 FTG T PE 0.0 F10 54.0 0.0 43.3 0.0 0.016 TL 61.63 PV Pipe: 48 -32.0 1.394 PL 6.21 PF 0.7 F10 54.0 0.0 43.3 0.0 6.7 150 FTG T PE 0.0 510 54.0 0.0 44.0 0.0 0.051 TL 13.51 PV Pipe: 49 -14.8 1.394 PL 55.67 PF 0.9 G6 54.0 0.0 42.2 0.0 3.1 150 FTG E2T PE 0.0 G10 54.0 0.0 43.1 0.0 0.012 TL 74.07 PV Pipe: 50 -14.8 1.394 PL 11.42 PF 0.2 G10 54.0 0.0 43.1 0.0 3.1 150 FTG T PE 0.0 F10 54.0 0.0 43.3 0.0 0.012 TL 18.72 PV Pipe: 51 0.0 2.003 PL 8.83 PF 0.0 A 54.0 0.0 39.2 0.0 0.0 150 FTG ---- PE 0.0 B 54.0 0.0 39.2 0.0 0.000 TL 8.83 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 3/21/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKB501.SDF JOB TITLE: Oak Street, Bldg B, 5th Lvl Area 3, 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 15.1 2.003 PL 7.25 PF 0.0 B 54.0 0.0 39.2 0.0 1.5 150 FTG ---- PE 0.0 C 54.0 0.0 39.2 0.0 0.002 TL 7.25 PV Pipe: 53 30.4 2.003 PL 11.88 PF 0.2 C 54.0 0.0 39.2 0.0 3.1 150 FTG T PE 0.0 D 54.0 0.0 39.0 0.0 0.008 TL 23.88 PV Pipe: 54 70.2 2.003 PL 3.00 PF 0.6 D 54.0 0.0 39.0 0.0 7.1 150 FTG T PE 0.0 H 54.0 0.0 38.5 0.0 0.038 TL 15.00 PV Pipe: 55 -22.8 2.003 PL 3.71 PF 0.0 H 54.0 0.0 38.5 0.0 2.3 150 FTG ---- PE 0.0 E 54.0 0.0 38.5 0.0 0.005 TL 3.71 PV Pipe: 56 10.3 2.003 PL 6.71 PF 0.0 D1A 54.0 0.0 39.4 0.0 1.0 150 FTG T PE 0.0 E1A 54.0 0.0 39.4 0.0 0.001 TL 18.71 PV Pipe: 57 -2.5 2.003 PL 6.71 PF 0.0 D1 54.0 0.0 39.6 0.0 0.2 150 FTG T PE 0.0 El 54.0 0.0 39.6 0.0 0.000 TL 18.71 PV Pipe: 58 0.0 2.003 PL 8.83 PF 0.0 A2 54.0 0.0 40.3 0.0 0.0 150 FTG ---- PE 0.0 B2 54.0 0.0 40.3 0.0 0.000 TL 8.83 PV Pipe: 59 -15.1 2.003 PL 7.25 PF 0.0 B2 54.0 0.0 40.3 0.0 1.5 150 FTG ---- PE 0.0 C2 54.0 0.0 40.3 0.0 0.002 TL 7.25 PV Pipe: 60 -30.4 2.003 PL 1. 67 PF 0.0 C2 54.0 0.0 40.3 0.0 3.1 150 FTG ---- PE 0.0 C2A 54.0 0.0 40.3 0.0 0.008 TL 1. 67 PV Pipe: 61 -12.5 2.003 PL 7.25 PF 0.0 C2A 54.0 0.0 40.3 0.0 1.3 150 FTG T PE 0.0 D2 54.0 0.0 40.4 0.0 0.002 TL 19.25 PV Pipe: 62 -3.6 2.003 PL 9.71 PF 0.0 D2 54.0 0.0 40.4 0.0 0.4 150 FTG T PE 0.0 E2 54.0 0.0 40.4 0.0 0.000 TL 21.71 PV Pipe: 63 0.3 2.003 PL 7.96 PF 0.0 C3 54.0 0.0 41.1 0.0 0.0 150 FTG T PE 0.0 D3 54.0 0.0 41.1 0.0 0.000 TL 19.96 PV Pipe: 64 4.0 2.003 PL 6.71 PF 0.0 D3A 54.0 0.0 41.2 0.0 0.4 150 FTG T PE 0.0 E3 54.0 0.0 41.2 0.0 0.000 TL 18.71 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 3/21/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKB501.SDF JOB TITLE: Oak Street, Bldg B, 5th Lvl Area 3, 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 -2.2 2.003 PL 6.71 PF 0.0 D4 54.0 0.0 41.5 0.0 0.2 150 FTG T PE 0.0 E4 54.0 0.0 41.5 0.0 0.000 TL 18.71 PV Pipe: 66 9.2 2.003 PL 10.75 PF 0.0 A5 54.0 0.0 41.9 0.0 0.9 150 FTG ---- PE 0.0 B5 54.0 0.0 41.9 0.0 0.001 TL 10.75 PV Pipe: 67 18.8 2.003 PL 7.00 PF 0.0 B5 54.0 0.0 41.9 0.0 1.9 150 FTG ---- PE 0.0 C5 54.0 0.0 41.9 0.0 0.003 TL 7.00 PV Pipe: 68 9.9 2.003 PL 7.25 PF 0.0 C5 54.0 0.0 41.9 0.0 1.0 150 FTG T PE 0.0 D5 54.0 0.0 41.9 0.0 0.001 TL 19.25 PV Pipe: 69 -15.2 2.003 PL 6.71 PF 0.0 D6 54.0 0.0 42.1 0.0 1.6 150 FTG T PE 0.0 E6 54.0 0.0 42.1 0.0 0.002 TL 18.71 PV Pipe: 70 -24.2 2.003 PL 7.92 PF 0.0 E6 54.0 0.0 42.1 0.0 2.5 150 FTG ---- PE 0.0 F6 54.0 0.0 42.2 0.0 0.005 TL 7.92 PV Pipe: 71 -14.8 2.003 PL 9.46 PF 0.0 F6 54.0 0.0 42.2 0.0 1.5 150 FTG ---- PE 0.0 G6 54.0 0.0 42.2 0.0 0.002 TL 9.46 PV Pipe: 72 -9.2 2.003 PL 10.75 PF 0.0 A7 54.0 0.0 42.3 0.0 0.9 150 FTG ---- PE 0.0 B7 54.0 0.0 42.3 0.0 0.001 TL 10.75 PV Pipe: 73 -18.8 2.003 PL 5.33 PF 0.0 B7 54.0 0.0 42.3 0.0 1.9 150 FTG ---- PE 0.0 C7 54.0 0.0 42.3 0.0 0.003 TL 5.33 PV Pipe: 74 -28.2 2.003 PL 8.92 PF 0.1 C7 54.0 0.0 42.3 0.0 2.9 150 FTG T PE 0.0 D7 54.0 0.0 42.4 0.0 0.007 TL 20. 92 PV Pipe: 75 12.9 2.003 PL 26.29 PF 0.1 A8 54.0 0.0 43.0 0.0 1.3 150 FTG T PE 0.0 D8 54.0 0.0 42.9 0.0 0.002 TL 38.29 PV Pipe: 76 -12.9 2.003 PL 4.71 PF 0.0 A9 54.0 0.0 43.3 0.0 1.3 150 FTG ---- PE 0.0 A9A 54.0 0.0 43.4 0.0 0.002 TL 4.71 PV Pipe: 77 -4.7 2.003 PL 9.33 PF 0.0 A9A 54.0 0.0 43.4 0.0 0.5 150 FTG ---- PE 0.0 B9 54.0 0.0 43.4 0.0 0.000 TL 9.33 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 3/21/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKB501.SDF JOB TITLE: Oak Street, Bldg B, 5th Lvl Area 3, 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 3.5 2.003 PL 6.75 PF 0.0 B9 54.0 0.0 43.4 0.0 0.4 150 FTG ---- PE 0.0 C9 54.0 0.0 43.4 0.0 0.000 TL 6.75 PV Pipe: 79 12.0 2.003 PL 5.54 PF 0.0 C9 54.0 0.0 43.4 0.0 1.2 150 FTG T PE 0.0 D9 54.0 0.0 43.3 0.0 0.001 TL 17.54 PV Pipe: 80 -51.6 2.003 PL 6.54 PF 0.1 D10 54.0 0.0 43.9 0.0 5.3 150 FTG ---- PE 0.0 El0 54.0 0.0 44.0 0.0 0.021 TL 6.54 PV Pipe: 81 -93.0 2.003 PL 0.58 PF 0.0 El0 54.0 0.0 44.0 0.0 9.5 150 FTG ---- PE 0.0 Z 54.0 0.0 44.1 0.0 0.063 TL 0.58 PV Pipe: 82 -8.2 2.003 PL 9.33 PF 0.0 AA 54.0 0.0 43.7 0.0 0.8 150 FTG ---- PE 0.0 BB 54.0 0.0 43.7 0.0 0.001 TL 9.33 PV Pipe: 83 -16.4 2.003 PL 6.71 PF 0.0 BB 54.0 0.0 43.7 0.0 1.7 150 FTG ---- PE 0.0 CC 54.0 0.0 43.7 0.0 0.003 TL 6.71 PV Pipe: 84 -24. 9 2.003 PL 5.50 PF 0.1 CC 54.0 0.0 43.7 0.0 2.5 150 FTG T PE 0.0 DD 54.0 0.0 43.8 0.0 0.006 TL 17.50 PV Pipe: 85 -9.3 2.003 PL 6.50 PF 0.0 DD 54.0 0.0 43.8 0.0 1.0 150 FTG T PE 0.0 EE 54.0 0.0 43.8 0.0 0.001 TL 18.50 PV Pipe: 86 -93.0 2.067 PL 8.50 PF 3.7 Z 54.0 0.0 44.1 0.0 8.9 120 FTG 2E2TB PE 0.6 5TH 52.5 0.0 48.4 0.0 0.082 TL 44.50 PV Pipe: 87 -93.0 3.260 PL 9.67 PF 0.1 5TH 52.5 0.0 48.4 0.0 3.6 120 FTG ---- PE 4.2 4TH 42.8 0.0 52.6 0.0 0.009 TL 9.67 PV Pipe: 88 -93.0 3.260 PL 33.33 PF 0.4 4TH 42.8 0.0 52.6 0.0 3.6 120 FTG L PE 14.4 X 9.5 0.0 67.4 0.0 0.009 TL 40.05 PV Pipe: 89 -93.0 3.260 PL 96.25 PF 1.2 X 9.5 0.0 67.4 0.0 3.6 120 FTG 6L PE 0.0 TOR 9.5 0.0 68.7 0.0 0.009 TL 136.57 PV Pipe: 90 -93.0 3.260 PL 7.50 PF 0.4 TOR 9.5 0.0 68.7 0.0 3.6 120 FTG TB PE 3.2 BOR 2.0 0.0 72.3 0.0 0.009 TL 41.10 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 3/21/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKB501.SDF JOB TITLE: Oak Street, Bldg B, 5th Lvl Area 3, 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 93.0 4.260 PL 6.00 PF 0.1 UG 1.0 0.0 72.9 0.0 2.1 120 FTG TC PE -0.4 BOR 2.0 0.0 72.3 0.0 0.002 TL 61.30 PV Pipe: 92 -93.0 8.390 PL 40.00 PF 0.0 UG 1.0 0.0 72.9 0.0 0.5 140 FTG 3L PE 0.4 UG1 0.0 H.S. 73.3 100.0 0.000 TL 106.00 PV Pipe: 93 -193.0 8.390 PL 560.00 PF 0.2 UG1 0.0 H.S. 73.3 100.0 1.1 140 FTG T5L PE 0.0 BF1 0.0 0.0 73.5 0.0 0.000 TL 729.00 PV Pipe: 94 FIXED PRESSURE LOSS DEVICE BF2 0.0 0.0 82.5 0.0 9.0 psi, 193.0 gpm BF1 0.0 0.0 73.5 0.0 Pipe: 95 -192. 9 8.390 PL 40.00 PF 0.0 BF2 0.0 0.0 82.5 0.0 1.1 140 FTG TG PE 0.0 SOURCE 0.0 SRCE 82.5 (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 0.001 gpm and a maximum imbalance at any node of 0.057 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 213.37 gpm. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 3/21/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKB501.SDF JOB TITLE: Oak Street, Bldg B, 5th Lvl Area 3, 0.10/ 4 Sprks +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 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 ChkV1v 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 o > w Static: 104 . 00 psi Resid: 103. 00 psi Flow: 2606. 0 gpm y 120 . 0 H w 1 LEGEND Dl N Available pressure ~ 103.99 psi @ 192.9 gpm 0 N N o 1 7c. w 2 m 100 . 0111...Re(W4AW-PLMANLL `* 1-1 82.51 G psi @ 192.9 gpm (D v.) (D Ft 7Z) co A U • z G 2 ro r E 80 . 0 � � � cn tai K P r+ z w • H R A. Source Supply Curve M r E B. System Demand Curve H. b 60 . 0 rw H C7 S m x U a R " it n E o > > • r z o vz r 40 . 0 i t ( ]C Cn p K H C7m cn 7z)s i n x r (-) 20 . 0 + 0 o x o t1 cn ]C o ro W • w M Unt-o 0 ro 0 . 0 -14 . 7 tt 6C0 9)0 1)00 A00 A00 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 13 DATE: 3/21/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKB501.SDF JOB TITLE: Oak Street, Bldg B, 5th Lvl Area 3, 0.10/ 4 Sprks +100 Hose WATER SUPPLY CURVE 108+ 0\\\\\\\\\\\\\\\\\\\\\\\\\\\\* <-103.0 psi @ 2606 gpm Flow Test Point 99+ 90+ x 81+ P 72+ R I E I 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 I " I X = Required Water Supply 1 82.51 psi @ 192.9 gpm 9+ 1 0 = Available Water Supply " I 103. 99 psi @ 192.9 gpm I " 0++-+---+----+ + + + + + + 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) HYDRAULIC DESIGN INFORMATION SHEET Job Name: Oak Street Apartments Location: 8900 SW Oak Street, Tigard, OR Drawing Date: 3-20-18 Remote Area Number: 4 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: Light Hazard/Residential System Type: WET Area of Sprinkler Operation 4 Sprinklers' Sprinkler or Nozzle Density (gpm/sq ft) 0.10 I Make: Tyco Area per Sprinkler Varies 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: 203.4 PSI Required: 90.9 @ 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 90.9 psi This is a safety margin of 13.1 psi. Maximum Water Velocity is 21.7 fp/sec Notes: SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 3/21/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKB502.SDF JOB TITLE: Oak Street, Bldg B, 5th Lvl 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 2606.0 104.0 203.4 90.9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 203.4 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 103.4 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 11 53.2 K= 4.90 30.0 26.9 12 53.2 K= 4.90 30.0 26.8 13 53.2 K= 4.00 31.4 22.4 14 53.2 K= 4.90 31.0 27.3 111 54.0 - - - - 30.8 - - - 112 54.0 - - - - 31.0 - - - 113 54.0 - - - - 31.9 - - - 114 54.0 - - - - 33.2 - - - A 54.0 - - - - 45.7 - - - A2 54.0 - - - - 46.5 - - - A5 54.0 - - - - 48.5 - - - A7 54.0 - - - - 49.0 - - - A8 54.0 - - - - 49.8 - - - A9 54.0 - - - - 50.3 - - - A9A 54.0 - - - - 50.3 - - - AA 54.0 - - - - 50.7 - - - B 54.0 - - - - 45.6 - - - B2 54.0 - - - - 46.5 - - - B5 54.0 - - - - 48.5 - - - B7 54.0 - - - - 49.0 - - - B9 54.0 - - - - 50.3 - - - BB 54.0 - - - - 50.7 - - - C 54.0 - - - - 45.6 - - - C2 54.0 - - - - 46.5 - - - C2A 54.0 - - - - 46.6 - - - C3 54.0 - - - - 47.5 - - - C5 54.0 - - - - 48.5 - - - C7 54.0 - - - - 49.0 - - - C9 54.0 - - - - 50.3 - - - CC 54.0 - - - - 50.7 - - - D 54.0 - - - - 45.3 - - - D1 54.0 - - - - 45.9 - - - D1A 54.0 - - - - 45.7 - - - D2 54.0 - - - - 46.6 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/21/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKB502.SDF JOB TITLE: Oak Street, Bldg B, 5th Lvl Area 4, 0.10/ 4 Sprks +100 Hose NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) D3 54.0 - - - - 47.5 - - - D3A 54.0 - - - - 47.7 - - - D4 54.0 - - - - 48.0 - - - D5 54.0 - - - - 48.5 - - - D6 54.0 - - - - 48.7 - - - D7 54.0 - - - - 49.2 - - - D8 54.0 - - - - 49.8 - - - D9 54.0 - - - - 50.2 - - - D10 54.0 - - - - 50.9 - - - DD 54.0 - - - - 50.8 - - - E 54.0 - - - - 44.6 - - - El 54.0 - - - - 45.9 - - - ElA 54.0 - - - - 45.7 - - - E2 54.0 - - - - 46.6 - - - E3 54.0 - - - - 47.7 - - - E4 54.0 - - - - 48.0 - - - E6 54.0 - - - - 48.8 - - - E10 54.0 - - - - 51.1 - - - EE 54.0 - - - - 50.8 - - - F6 54.0 - - - - 48.8 - - - F7 54.0 - - - - 49.0 - - - F10 54.0 - - - - 50.2 - - - G6 54.0 - - - - 48.8 - - - G10 54.0 - - - - 50.0 - - - H 54.0 - - - - 44.6 - - - H1 62.8 - - - - 35.3 - - - H2 54.0 - - - - 38.4 - - - Jl 62.8 - - - - 41.9 - - - J2 62.8 - - - - 41.9 - - - K1 62.8 - - - - 43.8 - - - Z 54.0 - - - - 51.1 - - - 5TH 52.5 - - - - 56.2 - - - 4TH 42.8 - - - - 60.5 - - - X 9.5 - - - - 75.4 - - - TOR 9.5 - - - - 76.9 - - - BOR 2.0 - - - - 80.6 - - - UG 1.0 - - - - 81.2 - - - UG1 0.0 HOSE STREAM 81. 6 100.0 BF1 0.0 - - - - 81.8 - - - BF2 0.0 - - - - 90.8 - - - SOURCE 0.0 SOURCE 90.9 203.4 1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/21/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKB502.SDF JOB TITLE: Oak Street, Bldg B, 5th Lvl 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 -26.9 1.101 PL 4.46 PF 1.1 11 53.2 4.9 30.0 26. 9 9.0 150 FTG 2E PE -0.3 111 54.0 0.0 30.8 0.0 0.117 TL 9.46 PV Pipe: 2 -26.8 1.101 PL 3.00 PF 1.3 12 53.2 4.9 30.0 26.8 9.0 150 FTG ET PE -0.3 112 54.0 0.0 31.0 0.0 0.117 TL 11.50 PV Pipe: 3 -22.4 1.101 PL 1.54 PF 0.8 13 53.2 4.0 31.4 22.4 7.5 150 FTG ET PE -0.3 113 54.0 0.0 31.9 0.0 0.084 TL 10.04 PV Pipe: 4 -27.3 1.101 PL 9.38 PF 2.6 14 53.2 4.9 31.0 27.3 9.2 150 FTG 2T PE -0.3 114 54.0 0.0 33.2 0.0 0.121 TL 21.38 PV Pipe: 5 -103.3 2.003 PL 24.50 PF 5.5 Hi 62.8 0.0 35.3 0.0 10.5 150 FTG 4E2T PE 3.8 H 54.0 0.0 44.6 0.0 0.077 TL 71.30 PV Pipe: 6 -26.9 1.101 PL 1.50 PF 0.2 ill 54.0 0.0 30.8 0.0 9.0 150 FTG ---- PE 0.0 112 54.0 0.0 31.0 0.0 0.117 TL 1.50 PV Pipe: 7 -53.7 1.394 PL 6.58 PF 0.9 112 54.0 0.0 31.0 0.0 11.3 150 FTG ---- PE 0.0 113 54.0 0.0 31. 9 0.0 0.134 TL 6.58 PV Pipe: 8 -76.1 1.394 PL 5.25 PF 1.3 113 54.0 0.0 31.9 0.0 16.0 150 FTG ---- PE 0.0 114 54.0 0.0 33.2 0.0 0.255 TL 5.25 PV Pipe: 9 -103.3 1.394 PL 4.25 PF 5.2 114 54.0 0.0 33.2 0.0 21.7 150 FTG T PE 0.0 H2 54.0 0.0 38.4 0.0 0.450 TL 11.55 PV Pipe: 10 -103.3 2.003 PL 8.75 PF 0.7 H2 54.0 0.0 38.4 0.0 10.5 150 FTG ---- PE -3.8 Hl 62.8 0.0 35.3 0.0 0.077 TL 8.75 PV Pipe: 11 0.0 2.003 PL 7.46 PF 0.0 J1 62.8 0.0 41.9 0.0 0.0 150 FTG 2E PE 0.0 J2 62.8 0.0 41. 9 0.0 0.000 TL 18.86 PV Pipe: 12 0.0 2.003 PL 24.00 PF 0.0 J2 62.8 0.0 41.9 0.0 0.0 150 FTG 2ET PE 3.8 E1A 54.0 0.0 45.7 0.0 0.000 TL 47.40 PV mmmmmmw SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/21/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKB502.SDF JOB TITLE: Oak Street, Bldg B, 5th Lvl 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 0.0 2.003 PL 24.00 PF 0.0 Kl 62.8 0.0 43.8 0.0 0.0 150 FTG 4ET PE 3.8 C3 54.0 0.0 47.5 0.0 0.000 TL 58.80 PV Pipe: 14 -13.0 1.394 PL 69.21 PF 0.8 A 54.0 0.0 45.7 0.0 2.7 150 FTG 2T PE 0.0 A2 54.0 0.0 46.5 0.0 0.010 TL 83.81 PV Pipe: 15 -10.3 1.394 PL 50.08 PF 0.4 A5 54.0 0.0 48.5 0.0 2.2 150 FTG 2T PE 0.0 A7 54.0 0.0 49.0 0.0 0.006 TL 64.68 PV Pipe: 16 -14.3 1.394 PL 20.46 PF 0.4 A8 54.0 0.0 49.8 0.0 3.0 150 FTG 2T PE 0.0 A9 54.0 0.0 50.3 0.0 0.012 TL 35.06 PV Pipe: 17 -9.1 1.394 PL 63.25 PF 0.4 A9A 54.0 0.0 50.3 0.0 1.9 150 FTG 2T PE 0.0 AA 54.0 0.0 50.7 0.0 0.005 TL 77.85 PV Pipe: 18 -13.2 1.394 PL 69.21 PF 0.8 B 54.0 0.0 45.6 0.0 2.8 150 FTG 2T PE 0.0 B2 54.0 0.0 46.5 0.0 0.010 TL 83.81 PV Pipe: 19 -10.6 1.394 PL 50.08 PF 0.4 B5 54.0 0.0 48.5 0.0 2.2 150 FTG 2T PE 0.0 B7 54.0 0.0 49.0 0.0 0.007 TL 64.68 PV Pipe: 20 -9.2 1.394 PL 63.25 PF 0.4 B9 54.0 0.0 50.3 0.0 1.9 150 FTG 2T PE 0.0 BB 54.0 0.0 50.7 0.0 0.005 TL 77.85 PV Pipe: 21 -14.0 1.394 PL 69.21 PF 0.9 C 54.0 0.0 45.6 0.0 2.9 150 FTG 2T PE 0.0 C2 54.0 0.0 46.5 0.0 0.011 TL 83.81 PV Pipe: 22 -20.3 1.394 PL 30.29 PF 1.0 C2A 54.0 0.0 46.6 0.0 4.3 150 FTG 2T PE 0.0 C3 54.0 0.0 47.5 0.0 0.022 TL 44.89 PV Pipe: 23 -20.3 1.394 PL 28.75 PF 1.0 C3 54.0 0.0 47.5 0.0 4.3 150 FTG 2T PE 0.0 C5 54.0 0.0 48.5 0.0 0.022 TL 43.35 PV Pipe: 24 -10.4 1.394 PL 51.67 PF 0.5 C5 54.0 0.0 48.5 0.0 2.2 150 FTG 2E2T PE 0.0 C7 54.0 0.0 49.0 0.0 0.006 TL 73.87 PV Pipe: 25 -9.4 1.394 PL 63.25 PF 0.4 C9 54.0 0.0 50.3 0.0 2.0 150 FTG 2T PE 0.0 CC 54.0 0.0 50.7 0.0 0.005 TL 77.85 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 3/21/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKB502.SDF JOB TITLE: Oak Street, Bldg B, 5th Lvl 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: 26 -38.9 2.003 PL 19.83 PF 0.4 D 54.0 0.0 45.3 0.0 4.0 150 FTG T PE 0.0 D1A 54.0 0.0 45.7 0.0 0.013 TL 31.83 PV Pipe: 27 -50.4 2.003 PL 10.00 PF 0.2 D1A 54.0 0.0 45.7 0.0 5.1 150 FTG ---- PE 0.0 D1 54.0 0.0 45.9 0.0 0.020 TL 10.00 PV Pipe: 28 -48.0 2.003 PL 39.33 PF 0.7 Dl 54.0 0.0 45.9 0.0 4.9 150 FTG ---- PE 0.0 D2 54.0 0.0 46.6 0.0 0.019 TL 39.33 PV Pipe: 29 -62.5 2.003 PL 30.33 PF 0. 9 D2 54.0 0.0 46.6 0.0 6.4 150 FTG ---- PE 0.0 D3 54.0 0.0 47.5 0.0 0.030 TL 30.33 PV Pipe: 30 -62.5 2.003 PL 4.00 PF 0.1 D3 54.0 0.0 47.5 0.0 6.4 150 FTG ---- PE 0.0 D3A 54.0 0.0 47.7 0.0 0.030 TL 4.00 PV Pipe: 31 -66.8 2.003 PL 10.54 PF 0.4 D3A 54.0 0.0 47.7 0.0 6.8 150 FTG ---- PE 0.0 D4 54.0 0.0 48.0 0.0 0.034 TL 10.54 PV Pipe: 32 -64.4 2.003 PL 14.17 PF 0.5 D4 54.0 0.0 48.0 0.0 6.6 150 FTG ---- PE 0.0 D5 54.0 0.0 48.5 0.0 0.032 TL 14.17 PV Pipe: 33 -53.4 2.003 PL 10.17 PF 0.2 D5 54.0 0.0 48.5 0.0 5.4 150 FTG ---- PE 0.0 D6 54.0 0.0 48.7 0.0 0.023 TL 10.17 PV Pipe: 34 -36.5 2.003 PL 40.00 PF 0.4 D6 54.0 0.0 48.7 0.0 3.7 150 FTG ---- PE 0.0 D7 54.0 0.0 49.2 0.0 0.011 TL 40.00 PV Pipe: 35 -67.8 2.003 PL 5.21 PF 0.6 D7 54.0 0.0 49.2 0.0 6.9 150 FTG T PE 0.0 D8 54.0 0.0 49.8 0.0 0.035 TL 17.21 PV Pipe: 36 -53.4 2.003 PL 20.50 PF 0.5 D8 54.0 0.0 49.8 0.0 5.4 150 FTG ---- PE 0.0 D9 54.0 0.0 50.2 0.0 0.023 TL 20.50 PV Pipe: 37 -40.1 2.003 PL 38.25 PF 0.7 D9 54.0 0.0 50.2 0.0 4.1 150 FTG T PE 0.0 010 54.0 0.0 50.9 0.0 0.013 TL 50.25 PV Pipe: 38 17.3 2.003 PL 25.00 PF 0.1 D10 54.0 0.0 50.9 0.0 1.8 150 FTG T PE 0.0 DD 54.0 0.0 50.8 0.0 0.003 TL 37.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 3/21/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKB502.SDF JOB TITLE: Oak Street, Bldg B, 5th Lvl 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: 39 -24.3 1.394 PL 19.83 PF 1.1 E 54.0 0.0 44.6 0.0 5.1 150 FTG 2T PE 0.0 E1A 54.0 0.0 45.7 0.0 0.031 TL 34.43 PV Pipe: 40 -12.7 1.394 PL 10.00 PF 0.2 E1A 54.0 0.0 45.7 0.0 2.7 150 FTG 2T PE 0.0 El 54.0 0.0 45.9 0.0 0.009 TL 24. 60 PV Pipe: 41 -15.2 1.394 PL 42.75 PF 0.7 El 54.0 0.0 45.9 0.0 3.2 150 FTG 2T PE 0.0 E2 54.0 0.0 46.6 0.0 0.013 TL 57.35 PV Pipe: 42 -20.5 1.394 PL 31.00 PF 1.0 E2 54.0 0.0 46.6 0.0 4.3 150 FTG 2T PE 0.0 E3 54.0 0.0 47.7 0.0 0.023 TL 45.60 PV Pipe: 43 -16.2 1.394 PL 10.50 PF 0.4 E3 54.0 0.0 47.7 0.0 3.4 150 FTG 2T PE 0.0 E4 54.0 0.0 48.0 0.0 0.015 TL 25.10 PV Pipe: 44 -18.6 1.394 PL 24.33 PF 0.7 E4 54.0 0.0 48.0 0.0 3.9 150 FTG 2T PE 0.0 E6 54.0 0.0 48.8 0.0 0.019 TL 38. 93 PV Pipe: 45 -8.7 1.394 PL 30.17 PF 0.2 E6 54.0 0.0 48.8 0.0 1.8 150 FTG 3T PE 0.0 F7 54.0 0.0 49.0 0.0 0.005 TL 52.07 PV Pipe: 46 10.4 1.394 PL 25.00 PF 0.3 El0 54.0 0.0 51.1 0.0 2.2 150 FTG 2T PE 0.0 EE 54.0 0.0 50.8 0.0 0.006 TL 39.60 PV Pipe: 47 -10.4 1.394 PL 22.17 PF 0.2 F6 54.0 0.0 48.8 0.0 2.2 150 FTG T PE 0.0 F7 54.0 0.0 49.0 0.0 0.006 TL 29.47 PV Pipe: 48 -19.1 1.394 PL 54.33 PF 1.2 F7 54.0 0.0 49.0 0.0 4.0 150 FTG T PE 0.0 F10 54.0 0.0 50.2 0.0 0.020 TL 61. 63 PV Pipe: 49 -35.6 1.394 PL 6.21 PF 0.8 F10 54.0 0.0 50.2 0.0 7.5 150 FTG T PE 0.0 El0 54.0 0.0 51.1 0.0 0.063 TL 13.51 PV Pipe: 50 -16.4 1.394 PL 55.67 PF 1.1 G6 54.0 0.0 48.8 0.0 3.5 150 FTG E2T PE 0.0 G10 54.0 0.0 50.0 0.0 0.015 TL 74.07 PV Pipe: 51 -16.4 1.394 PL 11.42 PF 0.3 G10 54.0 0.0 50.0 0.0 3.5 150 FTG T PE 0.0 F10 54.0 0.0 50.2 0.0 0.015 TL 18.72 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 3/21/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKB502.SDF JOB TITLE: Oak Street, Bldg B, 5th Lvl 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: 52 13.0 2.003 PL 8.83 PF 0.0 A 54.0 0.0 45.7 0.0 1.3 150 FTG ---- PE 0.0 B 54.0 0.0 45.6 0.0 0.002 TL 8.83 PV Pipe: 53 26.2 2.003 PL 7.25 PF 0.0 B 54.0 0.0 45.6 0.0 2.7 150 FTG ---- PE 0.0 C 54.0 0.0 45. 6 0. 0 0.006 TL 7.25 PV Pipe: 54 40.2 2.003 PL 11.88 PF 0.3 C 54.0 0.0 45.6 0.0 4.1 150 FTG T PE 0.0 D 54.0 0.0 45.3 0.0 0.013 TL 23.88 PV Pipe: 55 79.1 2.003 PL 3.00 PF 0.7 D 54.0 0.0 45.3 0.0 8.1 150 FTG T PE 0.0 H 54.0 0.0 44.6 0.0 0.047 TL 15.00 PV Pipe: 56 -24.3 2.003 PL 3.71 PF 0.0 H 54.0 0.0 44.6 0.0 2.5 150 FTG ---- PE 0.0 E 54.0 0.0 44.6 0.0 0.005 TL 3.71 PV Pipe: 57 11.5 2.003 PL 6.71 PF 0.0 DIA 54.0 0.0 45.7 0.0 1.2 150 FTG T PE 0.0 E1A 54.0 0.0 45.7 0.0 0.001 TL 18.71 PV Pipe: 58 -2.4 2.003 PL 6.71 PF 0.0 D1 54.0 0.0 45.9 0.0 0.2 150 FTG T PE 0.0 El 54.0 0.0 45.9 0.0 0.000 TL 18.71 PV Pipe: 59 -13.0 2.003 PL 8.83 PF 0.0 A2 54.0 0.0 46.5 0.0 1.3 150 FTG ---- PE 0.0 B2 54.0 0.0 46.5 0.0 0.002 TL 8.83 PV Pipe: 60 -26.2 2.003 PL 7.25 PF 0.0 B2 54.0 0.0 46.5 0.0 2.7 150 FTG ---- PE 0.0 C2 54.0 0.0 46.5 0.0 0.006 TL 7.25 PV Pipe: 61 -40.2 2.003 PL 1.67 PF 0.0 C2 54.0 0.0 46.5 0.0 4.1 150 FTG ---- PE 0.0 C2A 54.0 0.0 46.6 0.0 0.013 TL 1.67 PV Pipe: 62 -19.9 2.003 PL 7.25 PF 0.1 C2A 54.0 0.0 46.6 0.0 2.0 150 FTG T PE 0.0 D2 54.0 0.0 46.6 0.0 0.004 TL 19.25 PV Pipe: 63 -5.4 2.003 PL 9.71 PF 0.0 D2 54.0 0.0 46.6 0.0 0.5 150 FTG T PE 0.0 E2 54.0 0.0 46.6 0.0 0.000 TL 21.71 PV Pipe: 64 0.0 2.003 PL 7. 96 PF 0.0 C3 54.0 0.0 47.5 0.0 0.0 150 FTG T PE 0.0 D3 54.0 0.0 47.5 0.0 0.000 TL 19. 96 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 3/21/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKB502.SDF JOB TITLE: Oak Street, Bldg B, 5th Lvl 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: 65 4.3 2.003 PL 6.71 PF 0.0 D3A 54.0 0.0 47.7 0.0 0.4 150 FTG T PE 0.0 E3 54.0 0.0 47.7 0.0 0.000 TL 18.71 PV Pipe: 66 -2.4 2.003 PL 6.71 PF 0.0 D4 54.0 0.0 48.0 0.0 0.2 150 FTG T PE 0.0 E4 54.0 0.0 48.0 0.0 0.000 TL 18.71 PV Pipe: 67 10.3 2.003 PL 10.75 PF 0.0 A5 54.0 0.0 48.5 0.0 1.0 150 FTG ---- PE 0.0 B5 54.0 0.0 48.5 0.0 0.001 TL 10.75 PV Pipe: 68 20.9 2.003 PL 7.00 PF 0.0 B5 54.0 0.0 48.5 0.0 2.1 150 FTG ---- PE 0.0 C5 54.0 0.0 48.5 0.0 0.004 TL 7.00 PV Pipe: 69 11.0 2.003 PL 7.25 PF 0.0 C5 54.0 0.0 48.5 0.0 1.1 150 FTG T PE 0.0 D5 54.0 0.0 48.5 0.0 0.001 TL 19.25 PV Pipe: 70 -17.0 2.003 PL 6.71 PF 0.1 D6 54.0 0.0 48.7 0.0 1.7 150 FTG T PE 0.0 E6 54.0 0.0 48.8 0.0 0.003 TL 18.71 PV Pipe: 71 -26.9 2.003 PL 7.92 PF 0.1 E6 54.0 0.0 48.8 0.0 2.7 150 FTG ---- PE 0.0 F6 54.0 0.0 48.8 0.0 0.006 TL 7.92 PV Pipe: 72 -16.4 2.003 PL 9.46 PF 0.0 F6 54.0 0.0 48.8 0.0 1.7 150 FTG ---- PE 0.0 G6 54.0 0.0 48.8 0.0 0.003 TL 9.46 PV Pipe: 73 -10.3 2.003 PL 10.75 PF 0.0 A7 54.0 0.0 49.0 0.0 1.0 150 FTG ---- PE 0.0 B7 54.0 0.0 49.0 0.0 0.001 TL 10.75 PV Pipe: 74 -20.9 2.003 PL 5.33 PF 0.0 B7 54.0 0.0 49.0 0.0 2.1 150 FTG ---- PE 0.0 C7 54.0 0.0 49.0 0.0 0.004 TL 5.33 PV Pipe: 75 -31.3 2.003 PL 8.92 PF 0.2 C7 54.0 0.0 49.0 0.0 3.2 150 FTG T PE 0.0 D7 54.0 0.0 49.2 0.0 0.008 TL 20.92 PV Pipe: 76 14.3 2.003 PL 26.29 PF 0.1 A8 54.0 0.0 49.8 0.0 1.5 150 FTG T PE 0.0 D8 54.0 0.0 49.8 0.0 0.002 TL 38.29 PV Pipe: 77 -14.3 2.003 PL 4.71 PF 0.0 A9 54.0 0.0 50.3 0.0 1.5 150 FTG ---- PE 0.0 A9A 54.0 0.0 50.3 0.0 0.002 TL 4.71 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 3/21/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKB502.SDF JOB TITLE: Oak Street, Bldg B, 5th Lvl 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: 78 -5.3 2.003 PL 9.33 PF 0.0 A9A 54.0 0.0 50.3 0.0 0.5 150 FTG ---- PE 0.0 B9 54.0 0.0 50.3 0.0 0.000 TL 9.33 PV Pipe: 79 3.9 2.003 PL 6.75 PF 0.0 B9 54.0 0.0 50.3 0.0 0.4 150 FTG ---- PE 0.0 C9 54.0 0.0 50.3 0.0 0.000 TL 6.75 PV Pipe: 80 13.3 2.003 PL 5.54 PF 0.0 C9 54.0 0.0 50.3 0.0 1.4 150 FTG T PE 0.0 D9 54.0 0.0 50.2 0.0 0.002 TL 17.54 PV Pipe: 81 -57.4 2.003 PL 6.54 PF 0.2 010 54.0 0.0 50.9 0.0 5.8 150 FTG ---- PE 0.0 El0 54.0 0.0 51.1 0.0 0.026 TL 6.54 PV Pipe: 82 -103.3 2.003 PL 0.58 PF 0.0 El0 54.0 0.0 51.1 0.0 10.5 150 FTG ---- PE 0.0 Z 54.0 0.0 51.1 0.0 0.077 TL 0.58 PV Pipe: 83 -9.1 2.003 PL 9.33 PF 0.0 AA 54.0 0.0 50.7 0.0 0.9 150 FTG ---- PE 0.0 BB 54.0 0.0 50.7 0.0 0.001 TL 9.33 PV Pipe: 84 -18.3 2.003 PL 6.71 PF 0.0 BB 54.0 0.0 50.7 0.0 1.9 150 FTG ---- PE 0.0 CC 54.0 0.0 50.7 0.0 0.003 TL 6.71 PV Pipe: 85 -27.7 2.003 PL 5.50 PF 0.1 CC 54.0 0.0 50.7 0.0 2.8 150 FTG T PE 0.0 DD 54.0 0.0 50.8 0.0 0.007 TL 17.50 PV Pipe: 86 -10.4 2.003 PL 6.50 PF 0.0 DD 54.0 0.0 50.8 0.0 1.1 150 FTG T PE 0.0 EE 54.0 0.0 50.8 0.0 0.001 TL 18.50 PV Pipe: 87 -103.3 2.067 PL 8.50 PF 4.4 Z 54.0 0.0 51.1 0.0 9.9 120 FTG 2E2TB PE 0.6 5TH 52.5 0.0 56.2 0.0 0.100 TL 44.50 PV Pipe: 88 -103.3 3.260 PL 9.67 PF 0.1 5TH 52.5 0.0 56.2 0.0 4.0 120 FTG ---- PE 4.2 4TH 42.8 0.0 60.5 0.0 0.011 TL 9.67 PV Pipe: 89 -103.3 3.260 PL 33.33 PF 0.4 4TH 42.8 0.0 60.5 0.0 4.0 120 FTG L PE 14.4 X 9.5 0.0 75.4 0.0 0.011 TL 40.05 PV Pipe: 90 -103.3 3.260 PL 96.25 PF 1.5 X 9.5 0.0 75.4 0.0 4.0 120 FTG 6L PE 0.0 TOR 9.5 0.0 76.9 0.0 0.011 TL 136.57 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 3/21/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKB502.SDF JOB TITLE: Oak Street, Bldg B, 5th Lvl 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: 91 -103.3 3.260 PL 7.50 PF 0.4 TOR 9.5 0.0 76.9 0.0 4.0 120 FTG TB PE 3.2 BOR 2.0 0.0 80. 6 0.0 0.011 TL 41.10 PV Pipe: 92 103.3 4.260 PL 6.00 PF 0.2 UG 1.0 0.0 81.2 0.0 2.3 120 FTG TC PE -0.4 BOR 2.0 0.0 80.6 0.0 0.003 TL 61.30 PV Pipe: 93 -103.3 8.390 PL 40.00 PF 0.0 UG 1.0 0.0 81.2 0.0 0.6 140 FTG 3L PE 0.4 UG1 0.0 H.S. 81.6 100.0 0.000 TL 106.00 PV Pipe: 94 -203.3 8.390 PL 560.00 PF 0.2 UG1 0.0 H.S. 81.6 100.0 1.2 140 FTG T5L PE 0.0 BF1 0.0 0.0 81.8 0.0 0.000 TL 729.00 PV Pipe: 95 FIXED PRESSURE LOSS DEVICE BF2 0.0 0.0 90.8 0.0 9.0 psi, 203.3 gpm BF1 0.0 0.0 81.8 0.0 Pipe: 96 -203.4 8.390 PL 40.00 PF 0.0 BF2 0.0 0.0 90.8 0.0 1.2 140 FTG TG PE 0.0 SOURCE 0.0 SRCE 90.9 (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 0.001 gpm and a maximum imbalance at any node of 0.052 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 21.7 ft/sec at pipe 9. (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 214.76 gpm. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 3/21/2018AK STREET APARTMENTS\SPRINKLER\CALLS\HYDRAULIC\OAKB502.SDF JOB TITLE: Oak Street, Bldg B, 5th Lvl Area 4, 0.10/ 4 Sprks +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 ChkVly 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 A1mChk 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 ChkV1v 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 • u WATER SUPPLY ANALYSIS CO0y Static: 104 . 00psi Resid: 103 . 00 rh 120 . 0 psi Flow: 2606. 0 gpm y LEGEND Dl N : ..,.Available pressure 103.99 psi @ 203.4 gpm 0 [v W o x � 1 ao • x lit 90.86 psi @ 203.4 gpm m Co G 2 ;r ro A y H U Z > N G 4 , E 80 . 0 my � m Cn tO H P H H m R A. Source Supply Curve r E B. System Demand Curve F ro x x 1-G 60 . 0 m x S W r c U tri x H R — n E O > • r z n > o m ( 40 . 0 x to mm K H p m x m s h x U H n 0 20 . 0 o x D W m M o ry o M • W M MQ r m N 0 . 0 -14 . 7 6)0 9)0 1)00 1)00 1)00 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 13 DATE: 3/21/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKB502.SDF JOB TITLE: Oak Street, Bldg B, 5th Lvl Area 4, 0.10/ 4 Sprks +100 Hose WATER SUPPLY CURVE 108+ 1 0\\\\\\\\\\\\\\\\\\\\\\\\\\\\* <-103.0 psi @ 2606 gpm I Flow Test Point 99+ 1 I I 90X 1 1 I 81+ 1 I I P 72+ R 1 E 1 S I S 63+ U 1 R 1 E I 54+ ( 1 P I S I 145+ 1 I 1 36+ I I 1 27+ I 1 1 18+ LEGEND " III 1 X = Required Water Supply II I 90.86 psi @ 203.4 gpm " 9+ II 1 0 = Available Water Supply " 1 103.99 psi @ 203.4 gpm II 1II 0++-+---+----+ + + + + + + 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) HYDRAULIC DESIGN INFORMATION SHEET Job Name: Oak Street Apartments Location: 8900 SW Oak Street, Tigard, OR Drawing Date: 3-20-18 Remote Area Number: 5 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: Light Hazard/Residential System Type: WET Area of Sprinkler Operation 4 Sprinklers Sprinkler or Nozzle Density (gpm/sq ft) 0.10 I Make: Tyco Area per Sprinkler Varies I Model: LFII Hose Allowance Inside 0 gpm I K-Factor: 4.9 Hose Allowance Outside 100 gpm 1 Temperature Rating: 155 CALCULATION SUMMARY 4 Flowing Outlets GPM Required: 190.9 PSI Required: 73.8 @ 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 73.8 psi This is a safety margin of 30.2 psi. Maximum Water Velocity is 9.6 fp/sec Notes: SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 3/21/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKB503.SDF JOB TITLE: Oak Street, Bldg B, 5th Lvl Area 5, 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 73.8 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) 21 62.8 K= 4.90 20.9 22.4 22 62.8 K= 4.90 21.8 22.9 23 62.8 K= 4.90 21.2 22.6 24 62.8 K= 4.90 22.2 23.1 121 63.2 - - - - 21.6 - - - 122 63.2 - - - - 22.5 - - - 123 63.2 - - - - 21.8 - - - 124 63.2 - - - - 22.8 - - - A 54.0 - - - - 31.5 - - - A2 54.0 - - - - 32.0 - - - A5 54.0 - - - - 33.6 - - - A7 54.0 - - - - 33.9 - - - A8 54.0 - - - - 34.6 - - - A9 54.0 - - - - 34.9 - - - A9A 54.0 - - - - 34.9 - - - AA 54.0 - - - - 35.2 - - - B 54.0 - - - - 31.5 - - - B2 54.0 - - - - 32.0 - - - B5 54.0 - - - - 33.6 - - - B7 54.0 - - - - 33.9 - - - B9 54.0 - - - - 34.9 - BB 54.0 - - - - 35.3 - - - C 54.0 - - - - 31.5 - - - C2 54.0 - - - - 32.0 - - - C2A 54.0 - - - - 32.0 - - - C3 54.0 - - - - 32.8 - - - 05 54.0 - - - - 33. 6 - - - C7 54.0 - - - - 33.9 - - - C9 54.0 - - - - 34.9 - - - CC 54.0 - - - - 35.3 - - - D 54.0 - - - - 31.3 - - - D1 54.0 - - - - 31.4 - - - D1A 54.0 - - - - 31.2 - - - D2 54.0 - - - - 32.1 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/21/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKB503.SDF JOB TITLE: Oak Street, Bldg B, 5th Lvl Area 5, 0.10/ 4 Sprks +100 Hose NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) D3 54.0 - - - - 32.8 - - - D3A 54.0 - - - - 32.9 - - - D4 54.0 - - - - 33.2 - - - D5 54.0 - - - - 33.5 - - - D6 54.0 - - - - 33.7 - - - D7 54.0 - - - - 34.1 - - - D8 54.0 - - - - 34.5 - - - D9 54.0 - - - - 34.9 - - - D10 54.0 - - - - 35.4 - - - DD 54.0 - - - - 35.4 - - - E 54.0 - - - - 31.3 - - - El 54.0 - - - - 31.4 - - - ElA 54.0 - - - - 30.8 - - - E2 54.0 - - - - 32.1 - - - E3 54.0 - - - - 32.9 - - - E4 54.0 - - - - 33.2 - - - E6 54.0 - - - - 33.8 - - - E10 54.0 - - - - 35.6 - - - EE 54.0 - - - - 35.4 - - - F6 54.0 - - - - 33.8 - - - F7 54.0 - - - - 33.9 - - - F10 54.0 - - - - 34.9 - - - G6 54.0 - - - - 33.8 - - - G10 54.0 - - - - 34.7 - - - H 54.0 - - - - 31.3 - - - H1 62.8 - - - - 27.5 - - - H2 54.0 - - - - 31.3 - - - J1 62.8 - - - - 23.8 - - - J2 62.8 - - - - 24.1 - - - K1 62.8 - - - - 29.0 - - - Z 54.0 - - - - 35.6 - - - 5TH 52.5 - - - - 39.8 - - - 4TH 42.8 - - - - 44.0 - - - X 9.5 - - - - 58.8 - - - TOR 9.5 - - - - 60.0 - - - BOR 2.0 - - - - 63.6 - - - UG 1.0 - - - - 64.2 - - - UG1 0.0 HOSE STREAM 64.6 100.0 BF1 0.0 - - - - 64.8 - - - BF2 0.0 - - - - 73.8 - - - SOURCE 0.0 SOURCE 73.8 190.9 . SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/21/2018AK STREET APARTMENTS\SPRINKLER\CALLS\HYDRAULIC\OAKB503.SDF JOB TITLE: Oak Street, Bldg B, 5th Lvl Area 5, 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 1.92 PF 0.9 21 62.8 4.9 20.9 22.4 7.5 150 FTG ET PE -0.2 121 63.2 0.0 21.6 0.0 0.084 TL 10.42 PV Pipe: 2 -22.9 1.101 PL 1.92 PF 0.9 22 62.8 4.9 21.8 22.9 7.7 150 FTG ET PE -0.2 122 63.2 0.0 22.5 0.0 0.087 TL 10.42 PV Pipe: 3 -22.6 1.101 PL 1.21 PF 0.8 23 62.8 4. 9 21.2 22.6 7.6 150 FTG ET PE -0.2 123 63.2 0.0 21.8 0.0 0.085 TL 9.71 PV Pipe: 4 -23.1 1.101 PL 1.21 PF 0.9 24 62.8 4.9 22.2 23.1 7.8 150 FTG ET PE -0.2 124 63.2 0.0 22.8 0.0 0.089 TL 9.71 PV Pipe: 5 0.0 2.003 PL 24.50 PF 0.0 H1 62.8 0.0 27.5 0.0 0.0 150 FTG 4E2T PE 3.8 H 54.0 0.0 31.3 0.0 0.000 TL 71.30 PV Pipe: 6 0.0 2.003 PL 8.75 PF 0.0 H2 54.0 0.0 31.3 0.0 0.0 150 FTG ---- PE -3.8 H1 62.8 0.0 27.5 0.0 0.000 TL 8.75 PV Pipe: 7 -22.4 1.101 PL 11.42 PF 1.0 121 63.2 0.0 21.6 0.0 7.5 150 FTG ---- PE 0.0 122 63.2 0.0 22.5 0.0 0.084 TL 11.42 PV Pipe: 8 -45.3 1.394 PL 3.67 PF 1.1 122 63.2 0.0 22.5 0.0 9.5 150 FTG T PE 0.2 J1 62.8 0.0 23.8 0.0 0.098 TL 10.97 PV Pipe: 9 -22.6 1.101 PL 11.42 PF 1.0 123 63.2 0.0 21.8 0.0 7.6 150 FTG ---- PE 0.0 124 63.2 0.0 22.8 0.0 0.085 TL 11.42 PV Pipe: 10 -45.7 1.394 PL 3.67 PF 1.1 124 63.2 0.0 22.8 0.0 9.6 150 FTG T PE 0.2 J2 62.8 0.0 24.1 0.0 0.099 TL 10.97 PV Pipe: 11 -45.3 2.003 PL 7.46 PF 0.3 Jl 62.8 0.0 23.8 0.0 4.6 150 FTG 2E PE 0.0 J2 62.8 0.0 24.1 0.0 0.017 TL 18.86 PV Pipe: 12 -90.9 2.003 PL 24.00 PF 2.9 J2 62.8 0.0 24.1 0.0 9.3 150 FTG 2ET PE 3.8 E1A 54.0 0.0 30.8 0.0 0.061 TL 47.40 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/21/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKB503.SDF JOB TITLE: Oak Street, Bldg B, 5th Lvl Area 5, 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 0.0 2.003 PL 24.00 PF 0.0 K1 62.8 0.0 29.0 0.0 0.0 150 FTG 4ET PE 3.8 C3 54.0 0.0 32.8 0.0 0.000 TL 58.80 PV Pipe: 14 -9.6 1.394 PL 69.21 PF 0.5 A 54.0 0.0 31.5 0.0 2.0 150 FTG 2T PE 0.0 A2 54.0 0.0 32.0 0.0 0.006 TL 83.81 PV Pipe: 15 -9.0 1.394 PL 50.08 PF 0.3 A5 54.0 0.0 33.6 0.0 1.9 150 FTG 2T PE 0.0 A7 54.0 0.0 33.9 0.0 0.005 TL 64.68 PV Pipe: 16 -12.6 1.394 PL 20.46 PF 0.3 A8 54.0 0.0 34.6 0.0 2.7 150 FTG 2T PE 0.0 A9 54.0 0.0 34.9 0.0 0.009 TL 35.06 PV Pipe: 17 -8.0 1.394 PL 63.25 PF 0.3 A9A 54.0 0.0 34.9 0.0 1.7 150 FTG 2T PE 0.0 AA 54.0 0.0 35.2 0.0 0.004 TL 77.85 PV Pipe: 18 -9.8 1.394 PL 69.21 PF 0.5 B 54.0 0.0 31.5 0.0 2.1 150 FTG 2T PE 0.0 B2 54.0 0.0 32.0 0.0 0.006 TL 83.81 PV Pipe: 19 -9.3 1.394 PL 50.08 PF 0.3 B5 54.0 0.0 33.6 0.0 2.0 150 FTG 2T PE 0.0 B7 54.0 0.0 33.9 0.0 0.005 TL 64.68 PV Pipe: 20 -8.1 1.394 PL 63.25 PF 0.3 B9 54.0 0.0 34.9 0.0 1.7 150 FTG 2T PE 0.0 BB 54.0 0.0 35.3 0.0 0.004 TL 77.85 PV Pipe: 21 -10.4 1.394 PL 69.21 PF 0.5 C 54.0 0.0 31.5 0.0 2.2 150 FTG 2T PE 0.0 C2 54.0 0.0 32.0 0.0 0.006 TL 83.81 PV Pipe: 22 -17.6 1.394 PL 30.29 PF 0.8 C2A 54.0 0.0 32.0 0.0 3.7 150 FTG 2T PE 0.0 C3 54.0 0.0 32.8 0.0 0.017 TL 44.89 PV Pipe: 23 -17.9 1.394 PL 28.75 PF 0.8 C3 54.0 0.0 32.8 0.0 3.8 150 FTG 2T PE 0.0 C5 54.0 0.0 33.6 0.0 0.018 TL 43.35 PV Pipe: 24 -9.2 1.394 PL 51.67 PF 0.4 C5 54.0 0.0 33.6 0.0 1.9 150 FTG 2E2T PE 0.0 C7 54.0 0.0 33.9 0. 0 0.005 TL 73.87 PV Pipe: 25 -8.3 1.394 PL 63.25 PF 0.3 C9 54.0 0.0 34.9 0.0 1.7 150 FTG 2T PE 0.0 CC 54.0 0.0 35.3 0.0 0.004 TL 77.85 PV I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 3/21/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKB503.SDF JOB TITLE: Oak Street, Bldg B, 5th Lvl Area 5, 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 14.3 2.003 PL 19.83 PF 0.1 D 54.0 0.0 31.3 0.0 1.5 150 FTG T PE 0.0 D1A 54.0 0.0 31.2 0.0 0.002 TL 31.83 PV Pipe: 27 -40.3 2.003 PL 10.00 PF 0.1 D1A 54.0 0.0 31.2 0.0 4.1 150 FTG ---- PE 0.0 D1 54.0 0.0 31.4 0.0 0.014 TL 10.00 PV Pipe: 28 -46.4 2.003 PL 39.33 PF 0.7 D1 54.0 0.0 31.4 0.0 4.7 150 FTG ---- PE 0.0 D2 54.0 0.0 32.1 0.0 0.018 TL 39.33 PV Pipe: 29 -55.2 2.003 PL 30.33 PF 0.7 D2 54.0 0.0 32.1 0.0 5. 6 150 FTG ---- PE 0.0 D3 54.0 0.0 32.8 0.0 0.024 TL 30.33 PV Pipe: 30 -54.9 2.003 PL 4.00 PF 0.1 D3 54.0 0.0 32.8 0.0 5.6 150 FTG ---- PE 0.0 D3A 54.0 0.0 32. 9 0.0 0.024 TL 4.00 PV Pipe: 31 -58.8 2.003 PL 10.54 PF 0.3 D3A 54.0 0.0 32.9 0.0 6.0 150 FTG ---- PE 0.0 D4 54.0 0.0 33.2 0.0 0.027 TL 10.54 PV Pipe: 32 -56.7 2.003 PL 14.17 PF 0.4 D4 54.0 0.0 33.2 0.0 5.8 150 FTG ---- PE 0.0 D5 54.0 0.0 33.5 0.0 0.025 TL 14.17 PV Pipe: 33 -47.0 2.003 PL 10.17 PF 0.2 D5 54.0 0.0 33.5 0.0 4.8 150 FTG ---- PE 0.0 D6 54.0 0.0 33.7 0.0 0.018 TL 10.17 PV Pipe: 34 -32.1 2.003 PL 40.00 PF 0.4 D6 54.0 0.0 33.7 0.0 3.3 150 FTG ---- PE 0.0 D7 54.0 0.0 34.1 0.0 0.009 TL 40.00 PV Pipe: 35 -59.6 2.003 PL 5.21 PF 0.5 D7 54.0 0.0 34.1 0.0 6.1 150 FTG T PE 0.0 D8 54.0 0.0 34.5 0.0 0.028 TL 17.21 PV Pipe: 36 -47.0 2.003 PL 20.50 PF 0.4 D8 54.0 0.0 34.5 0.0 4.8 150 FTG ---- PE 0.0 D9 54.0 0.0 34.9 0.0 0.018 TL 20.50 PV Pipe: 37 -35.3 2.003 PL 38.25 PF 0.5 D9 54.0 0.0 34.9 0.0 3.6 150 FTG T PE 0.0 D10 54.0 0.0 35.4 0.0 0.011 TL 50.25 PV Pipe: 38 15.2 2.003 PL 25.00 PF 0.1 D10 54.0 0.0 35.4 0.0 1. 6 150 FTG T PE 0.0 DD 54.0 0.0 35.4 0.0 0.002 TL 37.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 3/21/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKB503.SDF JOB TITLE: Oak Street, Bldg B, 5th Lvl Area 5, 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 15.5 1.394 PL 19.83 PF 0.5 E 54.0 0.0 31.3 0.0 3.3 150 FTG 2T PE 0.0 E1A 54.0 0.0 30.8 0.0 0.013 TL 34.43 PV Pipe: 40 -20.8 1.394 PL 10.00 PF 0.6 E1A 54.0 0.0 30.8 0.0 4.4 150 FTG 2T PE 0.0 El 54.0 0.0 31.4 0.0 0.023 TL 24.60 PV Pipe: 41 -14.7 1.394 PL 42.75 PF 0.7 El 54.0 0.0 31.4 0.0 3.1 150 FTG 2T PE 0.0 E2 54.0 0.0 32.1 0.0 0.012 TL 57.35 PV Pipe: 42 -18.2 1.394 PL 31.00 PF 0.8 E2 54.0 0.0 32.1 0.0 3.8 150 FTG 2T PE 0.0 E3 54.0 0.0 32.9 0.0 0.018 TL 45.60 PV Pipe: 43 -14.3 1.394 PL 10.50 PF 0.3 E3 54.0 0.0 32.9 0.0 3.0 150 FTG 2T PE 0.0 E4 54.0 0.0 33.2 0.0 0.012 TL 25.10 PV Pipe: 44 -16.4 1.394 PL 24.33 PF 0.6 E4 54.0 0.0 33.2 0.0 3.4 150 FTG 2T PE 0.0 E6 54.0 0.0 33.8 0.0 0.015 TL 38.93 PV Pipe: 45 -7.7 1.394 PL 30.17 PF 0.2 E6 54.0 0.0 33.8 0.0 1.6 150 FTG 3T PE 0.0 F7 54.0 0.0 33.9 0.0 0.004 TL 52.07 PV Pipe: 46 9.1 1.394 PL 25.00 PF 0.2 El0 54.0 0.0 35.6 0.0 1.9 150 FTG 2T PE 0.0 EE 54.0 0.0 35.4 0.0 0.005 TL 39.60 PV Pipe: 47 -9.2 1.394 PL 22.17 PF 0.2 F6 54.0 0.0 33.8 0.0 1.9 150 FTG T PE 0.0 F7 54.0 0.0 33.9 0.0 0.005 TL 29.47 PV Pipe: 48 -16.8 1.394 PL 54.33 PF 1.0 F7 54.0 0.0 33.9 0.0 3.5 150 FTG T PE 0.0 F10 54.0 0.0 34.9 0.0 0.016 TL 61.63 PV Pipe: 49 -31.3 1.394 PL 6.21 PF 0.7 F10 54.0 0.0 34.9 0.0 6.6 150 FTG T PE 0.0 El0 54.0 0.0 35.6 0.0 0.049 TL 13.51 PV Pipe: 50 -14.5 1.394 PL 55.67 PF 0.9 G6 54.0 0.0 33.8 0.0 3.0 150 FTG E2T PE 0.0 G10 54.0 0.0 34.7 0.0 0.012 TL 74.07 PV Pipe: 51 -14.5 1.394 PL 11.42 PF 0.2 G10 54.0 0.0 34.7 0. 0 3.0 150 FTG T PE 0.0 F10 54.0 0.0 34.9 0.0 0.012 TL 18.72 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 3/21/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKB503.SDF JOB TITLE: Oak Street, Bldg B, 5th Lvl Area 5, 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 9.6 2.003 PL 8.83 PF 0.0 A 54.0 0.0 31.5 0.0 1.0 150 FTG ---- PE 0.0 B 54.0 0.0 31.5 0.0 0.001 TL 8.83 PV Pipe: 53 19.4 2.003 PL 7.25 PF 0.0 B 54.0 0.0 31.5 0.0 2.0 150 FTG ---- PE 0.0 C 54.0 0.0 31.5 0.0 0.004 TL 7.25 PV Pipe: 54 29.8 2.003 PL 11.88 PF 0.2 C 54.0 0.0 31.5 0.0 3.0 150 FTG T PE 0.0 D 54.0 0.0 31.3 0.0 0.008 TL 23.88 PV Pipe: 55 15.5 2.003 PL 3.00 PF 0.0 D 54.0 0.0 31.3 0.0 1.6 150 FTG T PE 0.0 H 54.0 0.0 31.3 0.0 0.002 TL 15.00 PV Pipe: 56 15.5 2.003 PL 3.71 PF 0.0 H 54.0 0.0 31.3 0.0 1.6 150 FTG ---- PE 0.0 E 54.0 0.0 31.3 0.0 0.002 TL 3.71 PV Pipe: 57 54. 6 2.003 PL 6.71 PF 0.4 DIA 54.0 0.0 31.2 0.0 5.6 150 FTG T PE 0.0 E1A 54.0 0.0 30.8 0.0 0.024 TL 18.71 PV Pipe: 58 6.1 2.003 PL 6.71 PF 0.0 D1 54.0 0.0 31.4 0.0 0. 6 150 FTG T PE 0.0 El 54.0 0.0 31.4 0.0 0.000 TL 18.71 PV Pipe: 59 -9. 6 2.003 PL 8.83 PF 0.0 A2 54.0 0.0 32.0 0.0 1.0 150 FTG ---- PE 0.0 B2 54.0 0.0 32.0 0.0 0.001 TL 8.83 PV Pipe: 60 -19.4 2.003 PL 7.25 PF 0.0 B2 54.0 0.0 32.0 0.0 2.0 150 FTG ---- PE 0.0 C2 54.0 0.0 32.0 0.0 0.004 TL 7.25 PV Pipe: 61 -29.8 2.003 PL 1.67 PF 0.0 C2 54.0 0.0 32.0 0.0 3.0 150 FTG ---- PE 0.0 C2A 54.0 0.0 32.0 0.0 0.008 TL 1.67 PV Pipe: 62 -12.2 2.003 PL 7.25 PF 0.0 C2A 54.0 0.0 32.0 0.0 1.2 150 FTG T PE 0.0 D2 54.0 0.0 32.1 0.0 0.001 TL 19.25 PV Pipe: 63 -3.4 2.003 PL 9.71 PF 0.0 D2 54.0 0.0 32.1 0.0 0.4 150 FTG T PE 0.0 E2 54.0 0.0 32.1 0.0 0.000 TL 21.71 PV Pipe: 64 0.3 2.003 PL 7.96 PF 0.0 C3 54.0 0.0 32.8 0.0 0.0 150 FTG T PE 0.0 D3 54.0 0.0 32.8 0.0 0.000 TL 19.96 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 3/21/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKB503.SDF JOB TITLE: Oak Street, Bldg B, 5th Lvl Area 5, 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 3.9 2.003 PL 6.71 PF 0.0 D3A 54.0 0.0 32.9 0.0 0.4 150 FTG T PE 0.0 E3 54.0 0.0 32.9 0.0 0.000 TL 18.71 PV Pipe: 66 -2.1 2.003 PL 6.71 PF 0.0 D4 54.0 0.0 33.2 0.0 0.2 150 FTG T PE 0.0 E4 54.0 0.0 33.2 0.0 0.000 TL 18.71 PV Pipe: 67 9.0 2.003 PL 10.75 PF 0.0 A5 54.0 0.0 33.6 0.0 0.9 150 FTG ---- PE 0.0 B5 54.0 0.0 33.6 0.0 0.001 TL 10.75 PV Pipe: 68 18.4 2.003 PL 7.00 PF 0.0 B5 54.0 0.0 33.6 0.0 1.9 150 FTG ---- PE 0.0 C5 54.0 0.0 33.6 0.0 0.003 TL 7.00 PV Pipe: 69 9.7 2.003 PL 7.25 PF 0.0 C5 54.0 0.0 33.6 0.0 1.0 150 FTG T PE 0.0 D5 54.0 0.0 33.5 0.0 0.001 TL 19.25 PV Pipe: 70 -14.9 2.003 PL 6.71 PF 0.0 D6 54.0 0.0 33.7 0.0 1.5 150 FTG T PE 0.0 E6 54.0 0.0 33.8 0.0 0.002 TL 18.71 PV Pipe: 71 -23.6 2.003 PL 7.92 PF 0.0 E6 54.0 0.0 33.8 0.0 2.4 150 FTG ---- PE 0.0 F6 54.0 0.0 33.8 0.0 0.005 TL 7.92 PV Pipe: 72 -14.5 2.003 PL 9.46 PF 0.0 F6 54.0 0.0 33.8 0.0 1.5 150 FTG ---- PE 0.0 G6 54.0 0.0 33.8 0.0 0.002 TL 9.46 PV Pipe: 73 -9.0 2.003 PL 10.75 PF 0.0 A7 54.0 0.0 33.9 0.0 0.9 150 FTG ---- PE 0.0 B7 54.0 0.0 33.9 0.0 0.001 TL 10.75 PV Pipe: 74 -18.4 2.003 PL 5.33 PF 0.0 B7 54.0 0.0 33.9 0.0 1.9 150 FTG ---- PE 0.0 C7 54.0 0.0 33.9 0.0 0.003 TL 5.33 PV Pipe: 75 -27.6 2.003 PL 8.92 PF 0.1 C7 54.0 0.0 33.9 0.0 2.8 150 FTG T PE 0.0 D7 54.0 0.0 34.1 0.0 0.007 TL 20.92 PV Pipe: 76 12.6 2.003 PL 26.29 PF 0.1 A8 54.0 0.0 34.6 0.0 1.3 150 FTG T PE 0.0 D8 54.0 0.0 34.5 0.0 0.002 TL 38.29 PV Pipe: 77 -12.6 2.003 PL 4 .71 PF 0.0 A9 54.0 0.0 34.9 0.0 1.3 150 FTG ---- PE 0.0 A9A 54.0 0.0 34.9 0.0 0.002 TL 4.71 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 3/21/2018AK STREET APARTMENTS\SPRINKLER\CALLS\HYDRAULIC\OAKB503.SDF JOB TITLE: Oak Street, Bldg B, 5th Lvl Area 5, 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 -4.6 2.003 PL 9.33 PF 0.0 A9A 54.0 0.0 34.9 0.0 0.5 150 FTG ---- PE 0.0 B9 54.0 0.0 34.9 0.0 0.000 TL 9.33 PV Pipe: 79 3.4 2.003 PL 6.75 PF 0.0 B9 54.0 0.0 34.9 0.0 0.4 150 FTG ---- PE 0.0 C9 54.0 0.0 34.9 0.0 0.000 TL 6.75 PV Pipe: 80 11.7 2.003 PL 5.54 PF 0.0 C9 54.0 0.0 34.9 0.0 1.2 150 FTG T PE 0.0 D9 54.0 0.0 34.9 0.0 0.001 TL 17.54 PV Pipe: 81 -50.5 2.003 PL 6.54 PF 0.1 D10 54.0 0.0 35.4 0.0 5.1 150 FTG ---- PE 0.0 El0 54.0 0.0 35.6 0.0 0.020 TL 6.54 PV Pipe: 82 -90. 9 2.003 PL 0.58 PF 0.0 El0 54.0 0.0 35.6 0.0 9.3 150 FTG ---- PE 0.0 Z 54.0 0.0 35.6 0.0 0.061 TL 0.58 PV Pipe: 83 -8.0 2.003 PL 9.33 PF 0.0 AA 54.0 0.0 35.2 0.0 0.8 150 FTG ---- PE 0.0 BB 54.0 0.0 35.3 0.0 0.001 TL 9.33 PV Pipe: 84 -16.1 2.003 PL 6.71 PF 0.0 BB 54.0 0.0 35.3 0.0 1.6 150 FTG ---- PE 0.0 CC 54.0 0.0 35.3 0.0 0.002 TL 6.71 PV Pipe: 85 -24.4 2.003 PL 5.50 PF 0.1 CC 54.0 0.0 35.3 0.0 2.5 150 FTG T PE 0.0 DD 54.0 0.0 35.4 0.0 0.005 TL 17.50 PV Pipe: 86 -9.1 2.003 PL 6.50 PF 0.0 DD 54.0 0.0 35.4 0.0 0.9 150 FTG T PE 0.0 EE 54.0 0.0 35.4 0.0 0.001 TL 18.50 PV Pipe: 87 -90.9 2.067 PL 8.50 PF 3.5 Z 54.0 0.0 35.6 0.0 8.7 120 FTG 2E2TB PE 0. 6 5TH 52.5 0.0 39.8 0.0 0.079 TL 44.50 PV Pipe: 88 -90.9 3.260 PL 9. 67 PF 0.1 5TH 52.5 0.0 39.8 0.0 3.5 120 FTG ---- PE 4.2 4TH 42.8 0.0 44.0 0.0 0.009 TL 9.67 PV Pipe: 89 -90.9 3.260 PL 33.33 PF 0.3 4TH 42.8 0.0 44.0 0.0 3.5 120 FTG L PE 14.4 X 9.5 0.0 58.8 0.0 0.009 TL 40.05 PV Pipe: 90 -90.9 3.260 PL 96.25 PF 1.2 X 9.5 0.0 58.8 0.0 3.5 120 FTG 6L PE 0.0 TOR 9.5 0.0 60.0 0.0 0.009 TL 136.57 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 3/21/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKB503.SDF JOB TITLE: Oak Street, Bldg B, 5th Lvl Area 5, 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 -90.9 3.260 PL 7.50 PF 0.4 TOR 9.5 0.0 60.0 0.0 3.5 120 FTG TB PE 3.2 BOR 2.0 0.0 63.6 0.0 0.009 TL 41.10 PV Pipe: 92 90.9 4.260 PL 6.00 PF 0.1 UG 1.0 0.0 64.2 0.0 2.0 120 FTG TC PE -0.4 BOR 2.0 0.0 63.6 0.0 0.002 TL 61.30 PV Pipe: 93 -90.9 8.390 PL 40.00 PF 0.0 UG 1.0 0.0 64.2 0.0 0.5 140 FTG 3L PE 0.4 UG1 0.0 H.S. 64.6 100.0 0.000 TL 106.00 PV Pipe: 94 -190.9 8.390 PL 560.00 PF 0.2 UG1 0.0 H.S. 64.6 100.0 1.1 140 FTG T5L PE 0.0 BF1 0.0 0.0 64.8 0.0 0.000 TL 729.00 PV Pipe: 95 FIXED PRESSURE LOSS DEVICE BF2 0.0 0.0 73.8 0.0 9.0 psi, 190.9 gpm BF1 0.0 0.0 64.8 0.0 Pipe: 96 -190.9 8.390 PL 40.00 PF 0.0 BF2 0.0 0.0 73.8 0.0 1.1 140 FTG TG PE 0.0 SOURCE 0.0 SRCE 73.8 (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 0.001 gpm and a maximum imbalance at any node of 0.110 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 9.6 ft/sec at pipe 10. (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 223.32 gpm. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 3/21/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKB503.SDF JOB TITLE: Oak Street, Bldg B, 5th Lvl Area 5, 0.10/ 4 Sprks +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 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 GatV1v 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 • c WATER SUPPLY ANALYSIS w y Static: 104 . 00 psi Resid: 103 . 00 psi Flow: 2606 . 0 gpm 120 . 0 y u, r LEGEND Dl tv 1 Available pressure 103.99 psi @ 190.9 gpm 0 Nv w o 1 x o0 lit 2Regi..6�i�rr�rS.V3ig rt x 100 . 0 73.83 psi @ 190.9 gpm m• m G ;+ N m ro A J y H U a > E 80 . 0 b° y � m 2 u1 D1 < * z P • H H m N R A. Source Supply Curve r i B. System Demand Curve F b x E xy < 60 . 0 • H S w r U cn NJ H R > > E • n > o m r ( 40 . 0H P m V' s > n c • r 1 m H n • 0 20 . 0 o x w u1 x o w ro m • w m m La d m ro N 0 . 0 -14 . 7 6010 9/0 1)00 100 100 2100 200 200 3x00 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 13 DATE: 3/21/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKB503.SDF JOB TITLE: Oak Street, Bldg B, 5th Lvl Area 5, 0.10/ 4 Sprks +100 Hose WATER SUPPLY CURVE 108+ 0\\\\\\\\\\\\\\\\\\\\\\\\\\\\* <-103.0 psi @ 2606 gpm Flow Test Point 99+ 90+ 81+ x P 72+ R I E I S I S 63+ U I R I E I 54+ ( 1 P I S I I 45+ I 36+ 27+ 18+ LEGEND " 1 I X = Required Water Supply 73.83 psi @ 190.9 gpm 9+ I 0 = Available Water Supply " 103.99 psi @ 190.9 gpm I " 0++-+---+----+ + + + + + + 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) HYDRAULIC DESIGN INFORMATION SHEET Job Name: Oak Street Apartments Location: 8900 SW Oak Street, Tigard, OR Drawing Date: 3-20-18 Remote Area Number: 6 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: Light Hazard/Residential System Type: WET Area of Sprinkler Operation 4 Sprinklers1 Sprinkler or Nozzle Density (gpm/sq ft) 0.10 1 Make: Tyco Area per Sprinkler Varies 1 Model: LFII Hose Allowance Inside 0 gpm 1 K-Factor: 4.9 Hose Allowance Outside 100 gpm 1 Temperature Rating: 155 CALCULATION SUMMARY 4 Flowing Outlets GPM Required: 191.6 PSI Required: 78.1 @ 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 78.1 psi This is a safety margin of 25.9 psi. Maximum Water Velocity is 19.3 fp/sec Notes: SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 3/21/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKB504.SDF JOB TITLE: Oak Street, Bldg B, 5th Lvl Area 6, 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 2606.0 104.0 191.6 78.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 191.6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 91.6 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 31 62.8 K= 4.90 21.5 22.7 32 62.8 K= 4.90 20.9 22.4 33 62.8 K= 4.90 22.0 23.0 34 62.8 K= 4.90 23.1 23.5 131 63.2 - - - - 21.5 - - - 132 63.2 - - - - 21.8 - - - 133 63.2 - - - - 22.3 - - - 134 63.2 - - - - 23.9 - - - A 54.0 - - - - 37.0 - - - A2 54.0 - - - - 37.0 - - - A5 54.0 - - - - 37.7 - - - A7 54.0 - - - - 38.1 - - - A8 54.0 - - - - 38.8 - - - A9 54.0 - - - - 39.1 - - - A9A 54.0 - - - - 39.1 - - - AA 54.0 - - - - 39.4 - - - B 54.0 - - - - 37.0 - - - B2 54.0 - - - - 37.0 - - - B5 54.0 - - - - 37.7 - - - B7 54.0 - - - - 38.1 - - - B9 54.0 - - - - 39.1 - - - BB 54.0 - - - - 39.4 - - - C 54.0 - - - - 37.0 - - - C2 54.0 - - - - 37.0 - - - C2A 54.0 - - - - 37.0 - - - C3 54.0 - - - - 36.5 - - - C5 54.0 - - - - 37.7 - - - C7 54.0 - - - - 38.1 - - - C9 54.0 - - - - 39.1 - - - CC 54.0 - - - - 39.4 - - - D 54.0 - - - - 37.0 - - - D1 54.0 - - - - 37.0 - - - D1A 54.0 - - - - 37.0 - - - D2 54.0 - - - - 37.0 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/21/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKB504.SDF JOB TITLE: Oak Street, Bldg B, 5th Lvl Area 6, 0.10/ 4 Sprks +100 Hose NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) D3 54.0 - - - - 37.0 - - - D3A 54.0 - - - - 37.1 - - - D4 54.0 - - - - 37.4 - - - D5 54.0 - - - - 37.7 - - - D6 54.0 - - - - 37.9 - - - D7 54.0 - - - - 38.2 - - - D8 54.0 - - - - 38.7 - - - D9 54.0 - - - - 39.1 - - - D10 54.0 - - - - 39.6 - - - DD 54.0 - - - - 39.5 - - - E 54.0 - - - - 37.0 - - - El 54.0 - - - - 37.0 - - - E1A 54.0 - - - - 37.0 - - - E2 54.0 - - - - 37.0 - - - E3 54.0 - - - - 37.1 - - - E4 54.0 - - - - 37.4 - - - E6 54.0 - - - - 37.9 - - - E10 54.0 - - - - 39.8 - - - EE 54.0 - - - - 39.6 - - - F6 54.0 - - - - 38.0 - - - F7 54.0 - - - - 38.1 - - - F10 54.0 - - - - 39.1 - - - G6 54.0 - - - - 38.0 - - - G10 54.0 - - - - 38. 9 - - - H 54.0 - - - - 37.0 - - - H1 62.8 - - - - 33.2 - - - H2 54.0 - - - - 37.0 - - - J1 62.8 - - - - 33.2 - - - J2 62.8 - - - - 33.2 - - - K1 62.8 - - - - 29.1 - - - Z 54.0 - - - - 39.8 - - - 5TH 52.5 - - - - 44.0 - - - 4TH 42.8 - - - - 48.3 - - - X 9.5 - - - - 63.1 - - - TOR 9.5 - - - - 64.2 - - - BOR 2.0 - - - - 67.9 - - - UG 1.0 - - - - 68.4 - - - UG1 0.0 HOSE STREAM 68.9 100.0 BF1 0.0 - - - - 69.1 - - - BF2 0.0 - - - - 78.1 - - - SOURCE 0.0 SOURCE 78.1 191.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/21/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKB504.SDF JOB TITLE: Oak Street, Bldg B, 5th Lvl Area 6, 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 -22.7 1.101 PL 0.50 PF 0.3 31 62.8 4.9 21.5 22.7 7.7 150 FTG E PE -0.2 131 63.2 0.0 21.5 0.0 0.086 TL 3.00 PV Pipe: 2 -22.4 1.101 PL 5.29 PF 1.2 32 62.8 4.9 20.9 22.4 7.5 150 FTG ET PE -0.2 132 63.2 0.0 21.8 0.0 0.084 TL 13.79 PV Pipe: 3 -23.0 1.101 PL 0.50 PF 0.6 33 62.8 4.9 22.0 23. 0 7.7 150 FTG T PE -0.2 133 63.2 0.0 22.3 0.0 0.088 TL 6.50 PV Pipe: 4 -23.5 1.101 PL 2.29 PF 1.0 34 62.8 4. 9 23.1 23.5 7.9 150 FTG ET PE -0.2 134 63.2 0.0 23.9 0.0 0.092 TL 10.79 PV Pipe: 5 0.0 2.003 PL 24.50 PF 0.0 H1 62.8 0.0 33.2 0.0 0.0 150 FTG 4E2T PE 3.8 H 54.0 0.0 37.0 0.0 0.000 TL 71.30 PV Pipe: 6 0.0 2.003 PL 8.75 PF 0.0 H2 54.0 0.0 37.0 0.0 0.0 150 FTG ---- PE -3.8 H1 62.8 0.0 33.2 0.0 0.000 TL 8.75 PV Pipe: 7 0.0 2.003 PL 7.46 PF 0.0 J1 62.8 0.0 33.2 0.0 0.0 150 FTG 2E PE 0.0 J2 62.8 0.0 33.2 0.0 0.000 TL 18.86 PV Pipe: 8 0.0 2.003 PL 24.00 PF 0.0 J2 62.8 0.0 33.2 0.0 0.0 150 FTG 2ET PE 3.8 E1A 54.0 0.0 37.0 0.0 0.000 TL 47.40 PV Pipe: 9 -22.7 1.101 PL 3.75 PF 0.3 131 63.2 0.0 21.5 0.0 7.7 150 FTG ---- PE 0.0 132 63.2 0.0 21.8 0.0 0.086 TL 3.75 PV Pipe: 10 -45.1 1.394 PL 4.83 PF 0.5 132 63.2 0.0 21.8 0.0 9.5 150 FTG ---- PE 0.0 133 63.2 0.0 22.3 0.0 0.097 TL 4.83 PV Pipe: 11 -68.1 1.394 PL 7.46 PF 1. 6 133 63.2 0.0 22.3 0.0 14.3 150 FTG ---- PE 0.0 134 63.2 0.0 23.9 0. 0 0.208 TL 7.46 PV Pipe: 12 -91. 6 1.394 PL 6.62 PF 5.0 134 63.2 0.0 23.9 0.0 19.3 150 FTG T PE 0.2 K1 62.8 0.0 29.1 0.0 0.360 TL 13.93 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/21/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKB504.SDF JOB TITLE: Oak Street, Bldg B, 5th Lvl Area 6, 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 -91.6 2.003 PL 24.00 PF 3.6 K1 62.8 0.0 29.1 0.0 9.3 150 FTG 4ET PE 3.8 C3 54.0 0.0 36.5 0.0 0.062 TL 58.80 PV Pipe: 14 1.1 1.394 PL 69.21 PF 0.0 A 54.0 0.0 37.0 0.0 0.2 150 FTG 2T PE 0.0 A2 54.0 0.0 37.0 0.0 0.000 TL 83.81 PV Pipe: 15 -9.2 1.394 PL 50.08 PF 0.3 A5 54.0 0.0 37.7 0.0 1.9 150 FTG 2T PE 0.0 A7 54.0 0.0 38.1 0.0 0.005 TL 64.68 PV Pipe: 16 -12.7 1.394 PL 20.46 PF 0.3 A8 54.0 0.0 38.8 0.0 2.7 150 FTG 2T PE 0.0 A9 54.0 0.0 39.1 0.0 0.009 TL 35.06 PV Pipe: 17 -8.1 1.394 PL 63.25 PF 0.3 A9A 54.0 0.0 39.1 0.0 1.7 150 FTG 2T PE 0.0 AA 54.0 0.0 39.4 0.0 0.004 TL 77.85 PV Pipe: 18 1.1 1.394 PL 69.21 PF 0.0 B 54.0 0.0 37.0 0.0 0.2 150 FTG 2T PE 0.0 B2 54.0 0.0 37.0 0.0 0.000 TL 83.81 PV Pipe: 19 -9.5 1.394 PL 50.08 PF 0.4 B5 54.0 0.0 37.7 0.0 2.0 150 FTG 2T PE 0.0 B7 54.0 0.0 38.1 0.0 0.005 TL 64.68 PV Pipe: 20 -8.1 1.394 PL 63.25 PF 0.3 B9 54.0 0.0 39.1 0.0 1.7 150 FTG 2T PE 0.0 BB 54.0 0.0 39.4 0.0 0.004 TL 77.85 PV Pipe: 21 1.2 1.394 PL 69.21 PF 0.0 C 54.0 0.0 37.0 0.0 0.3 150 FTG 2T PE 0.0 C2 54.0 0.0 37.0 0.0 0.000 TL 83.81 PV Pipe: 22 13.3 1.394 PL 30.29 PF 0.5 C2A 54.0 0.0 37.0 0.0 2.8 150 FTG 2T PE 0.0 C3 54.0 0.0 36.5 0.0 0.010 TL 44.89 PV Pipe: 23 -22.8 1.394 PL 28.75 PF 1.2 C3 54.0 0.0 36.5 0.0 4.8 150 FTG 2T PE 0.0 C5 54.0 0.0 37.7 0.0 0.027 TL 43.35 PV Pipe: 24 -9.4 1.394 PL 51.67 PF 0.4 C5 54.0 0.0 37.7 0.0 2.0 150 FTG 2E2T PE 0.0 C7 54.0 0.0 38.1 0.0 0.005 TL 73.87 PV Pipe: 25 -8.4 1.394 PL 63.25 PF 0.3 C9 54.0 0.0 39.1 0.0 1.8 150 FTG 2T PE 0.0 CC 54.0 0.0 39.4 0.0 0.004 TL 77.85 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 3/21/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKB504.SDF JOB TITLE: Oak Street, Bldg B, 5th Lvl Area 6, 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 -2.5 2.003 PL 19.83 PF 0.0 D 54.0 0.0 37.0 0.0 0.3 150 FTG T PE 0.0 D1A 54.0 0.0 37.0 0.0 0.000 TL 31.83 PV Pipe: 27 -2.7 2.003 PL 10.00 PF 0.0 D1A 54.0 0.0 37.0 0.0 0.3 150 FTG ---- PE 0.0 Dl 54.0 0.0 37.0 0.0 0.000 TL 10.00 PV Pipe: 28 -2.0 2.003 PL 39.33 PF 0.0 D1 54.0 0.0 37.0 0.0 0.2 150 FTG ---- PE 0.0 D2 54.0 0.0 37.0 0.0 0.000 TL 39.33 PV Pipe: 29 -6.5 2.003 PL 30.33 PF 0.0 D2 54.0 0.0 37.0 0.0 0.7 150 FTG ---- PE 0.0 D3 54.0 0.0 37.0 0.0 0.000 TL 30.33 PV Pipe: 30 -62.0 2.003 PL 4.00 PF 0.1 D3 54.0 0.0 37.0 0.0 6.3 150 FTG ---- PE 0.0 D3A 54.0 0.0 37.1 0.0 0.030 TL 4.00 PV Pipe: 31 -55.6 2.003 PL 10.54 PF 0.3 D3A 54.0 0.0 37.1 0.0 5.7 150 FTG ---- PE 0.0 D4 54.0 0.0 37.4 0.0 0.024 TL 10.54 PV Pipe: 32 -53.0 2.003 PL 14.17 PF 0.3 D4 54.0 0.0 37.4 0.0 5.4 150 FTG ---- PE 0.0 D5 54.0 0.0 37.7 0.0 0.022 TL 14.17 PV Pipe: 33 -47.7 2.003 PL 10.17 PF 0.2 D5 54.0 0.0 37.7 0.0 4.9 150 FTG ---- PE 0.0 D6 54.0 0.0 37.9 0.0 0.018 TL 10.17 PV Pipe: 34 -32.1 2.003 PL 40.00 PF 0.4 D6 54.0 0.0 37.9 0.0 3.3 150 FTG ---- PE 0.0 D7 54.0 0.0 38.2 0.0 0.009 TL 40.00 PV Pipe: 35 -60.1 2.003 PL 5.21 PF 0.5 D7 54.0 0.0 38.2 0.0 6.1 150 FTG T PE 0.0 D8 54.0 0.0 38.7 0.0 0.028 TL 17.21 PV Pipe: 36 -47.4 2.003 PL 20.50 PF 0.4 D8 54.0 0.0 38.7 0.0 4.8 150 FTG ---- PE 0.0 D9 54.0 0.0 39.1 0.0 0.018 TL 20.50 PV Pipe: 37 -35.6 2.003 PL 38.25 PF 0.5 D9 54.0 0.0 39.1 0.0 3. 6 150 FTG T PE 0.0 D10 54.0 0.0 39.6 0.0 0.011 TL 50.25 PV Pipe: 38 15.4 2.003 PL 25.00 PF 0.1 D10 54.0 0.0 39.6 0.0 1.6 150 FTG T PE 0.0 DD 54.0 0.0 39.5 0.0 0.002 TL 37.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 3/21/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKB504.SDF JOB TITLE: Oak Street, Bldg B, 5th Lvl Area 6, 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 -0.9 1.394 PL 19.83 PF 0.0 E 54.0 0.0 37.0 0.0 0.2 150 FTG 2T PE 0.0 E1A 54.0 0.0 37.0 0.0 0.000 TL 34.43 PV Pipe: 40 -0.7 1.394 PL 10.00 PF 0.0 ElA 54.0 0.0 37.0 0.0 0.1 150 FTG 2T PE 0.0 El 54.0 0.0 37.0 0.0 0.000 TL 24.60 PV Pipe: 41 -1.4 1.394 PL 42.75 PF 0.0 El 54.0 0.0 37.0 0.0 0.3 150 FTG 2T PE 0.0 E2 54.0 0.0 37.0 0.0 0.000 TL 57.35 PV Pipe: 42 -6.8 1.394 PL 31.00 PF 0.1 E2 54.0 0.0 37.0 0.0 1.4 150 FTG 2T PE 0.0 E3 54.0 0.0 37.1 0.0 0.003 TL 45.60 PV Pipe: 43 -13.2 1.394 PL 10.50 PF 0.3 E3 54.0 0.0 37.1 0.0 2.8 150 FTG 2T PE 0.0 E4 54.0 0.0 37.4 0.0 0.010 TL 25.10 PV Pipe: 44 -15.9 1.394 PL 24.33 PF 0.5 E4 54.0 0.0 37.4 0.0 3.3 150 FTG 2T PE 0.0 E6 54.0 0.0 37.9 0.0 0.014 TL 38.93 PV Pipe: 45 -7.7 1.394 PL 30.17 PF 0.2 E6 54.0 0.0 37.9 0.0 1.6 150 FTG 3T PE 0.0 F7 54.0 0.0 38.1 0.0 0.004 TL 52.07 PV Pipe: 46 9.2 1.394 PL 25.00 PF 0.2 El0 54.0 0.0 39.8 0.0 1.9 150 FTG 2T PE 0.0 EE 54.0 0.0 39.6 0.0 0.005 TL 39.60 PV Pipe: 47 -9.2 1.394 PL 22.17 PF 0.2 F6 54.0 0.0 38.0 0.0 1.9 150 FTG T PE 0.0 F7 54.0 0.0 38.1 0.0 0.005 TL 29.47 PV Pipe: 48 -16.9 1.394 PL 54.33 PF 1.0 F7 54.0 0.0 38.1 0.0 3.6 150 FTG T PE 0.0 F10 54.0 0.0 39.1 0.0 0.016 TL 61.63 PV Pipe: 49 -31.5 1.394 PL 6.21 PF 0.7 F10 54.0 0.0 39.1 0.0 6.6 150 FTG T PE 0.0 El0 54.0 0.0 39.8 0.0 0.050 TL 13.51 PV Pipe: 50 -14.5 1.394 PL 55.67 PF 0.9 G6 54.0 0.0 38.0 0.0 3.1 150 FTG E2T PE 0.0 G10 54.0 0.0 38.9 0.0 0.012 TL 74.07 PV Pipe: 51 -14.5 1.394 PL 11.42 PF 0.2 G10 54.0 0.0 38.9 0.0 3.1 150 FTG T PE 0.0 F10 54.0 0.0 39.1 0.0 0.012 TL 18.72 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 3/21/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKB504.SDF JOB TITLE: Oak Street, Bldg B, 5th Lvl Area 6, 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 -1.1 2.003 PL 8.83 PF 0.0 A 54.0 0.0 37.0 0.0 0.1 150 FTG ---- PE 0.0 B 54.0 0.0 37.0 0.0 0.000 TL 8.83 PV Pipe: 53 -2.2 2.003 PL 7.25 PF 0.0 B 54.0 0.0 37.0 0.0 0.2 150 FTG ---- PE 0.0 C 54.0 0.0 37.0 0.0 0.000 TL 7.25 PV Pipe: 54 -3.4 2.003 PL 11.88 PF 0.0 C 54.0 0.0 37.0 0.0 0.4 150 FTG T PE 0.0 D 54.0 0.0 37.0 0.0 0.000 TL 23.88 PV Pipe: 55 -0.9 2.003 PL 3.00 PF 0.0 D 54.0 0.0 37.0 0.0 0.1 150 FTG T PE 0.0 H 54.0 0.0 37.0 0.0 0.000 TL 15.00 PV Pipe: 56 -0.9 2.003 PL 3.71 PF 0.0 H 54.0 0.0 37.0 0.0 0.1 150 FTG ---- PE 0.0 E 54.0 0.0 37.0 0.0 0.000 TL 3.71 PV Pipe: 57 0.2 2.003 PL 6.71 PF 0.0 DIA 54.0 0.0 37.0 0.0 0.0 150 FTG T PE 0.0 E1A 54.0 0.0 37.0 0.0 0.000 TL 18.71 PV Pipe: 58 -0.7 2.003 PL 6.71 PF 0.0 D1 54.0 0.0 37.0 0.0 0.1 150 FTG T PE 0.0 El 54.0 0.0 37.0 0.0 0.000 TL 18.71 PV Pipe: 59 1.1 2.003 PL 8.83 PF 0.0 A2 54.0 0.0 37.0 0.0 0.1 150 FTG ---- PE 0.0 B2 54.0 0.0 37.0 0.0 0.000 TL 8.83 PV Pipe: 60 2.2 2.003 PL 7.25 PF 0.0 B2 54.0 0.0 37.0 0.0 0.2 150 FTG ---- PE 0.0 C2 54.0 0.0 37.0 0.0 0.000 TL 7.25 PV Pipe: 61 3.4 2.003 PL 1. 67 PF 0.0 C2 54.0 0.0 37.0 0.0 0.4 150 FTG ---- PE 0.0 C2A 54.0 0.0 37.0 0.0 0.000 TL 1.67 PV Pipe: 62 -9.8 2.003 PL 7.25 PF 0.0 C2A 54.0 0.0 37.0 0.0 1.0 150 FTG T PE 0.0 D2 54.0 0.0 37.0 0.0 0.001 TL 19.25 PV Pipe: 63 -5.4 2.003 PL 9.71 PF 0.0 D2 54.0 0.0 37.0 0.0 0.6 150 FTG T PE 0.0 E2 54.0 0.0 37.0 0.0 0.000 TL 21.71 PV Pipe: 64 -55.5 2.003 PL 7.96 PF 0.5 C3 54.0 0.0 36.5 0.0 5.7 150 FTG T PE 0.0 D3 54.0 0.0 37.0 0.0 0.024 TL 19.96 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 3/21/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKB504.SDF JOB TITLE: Oak Street, Bldg B, 5th Lvl Area 6, 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 -6.4 2.003 PL 6.71 PF 0.0 D3A 54.0 0.0 37.1 0.0 0.6 150 FTG T PE 0.0 E3 54.0 0.0 37.1 0.0 0.000 TL 18.71 PV Pipe: 66 -2.6 2.003 PL 6.71 PF 0.0 D4 54.0 0.0 37.4 0.0 0.3 150 FTG T PE 0.0 E4 54.0 0.0 37.4 0.0 0.000 TL 18.71 PV Pipe: 67 9.2 2.003 PL 10.75 PF 0.0 A5 54.0 0.0 37.7 0.0 0.9 150 FTG ---- PE 0.0 B5 54.0 0.0 37.7 0.0 0.001 TL 10.75 PV Pipe: 68 18.7 2.003 PL 7.00 PF 0.0 B5 54.0 0.0 37.7 0.0 1.9 150 FTG ---- PE 0.0 C5 54.0 0.0 37.7 0.0 0.003 TL 7.00 PV Pipe: 69 5.3 2.003 PL 7.25 PF 0.0 C5 54.0 0.0 37.7 0.0 0.5 150 FTG T PE 0.0 D5 54.0 0.0 37.7 0.0 0.000 TL 19.25 PV Pipe: 70 -15.6 2.003 PL 6.71 PF 0.0 D6 54.0 0.0 37.9 0.0 1.6 150 FTG T PE 0.0 E6 54.0 0.0 37.9 0.0 0.002 TL 18.71 PV Pipe: 71 -23.8 2.003 PL 7.92 PF 0.0 E6 54.0 0.0 37.9 0.0 2.4 150 FTG ---- PE 0.0 F6 54.0 0.0 38.0 0.0 0.005 TL 7.92 PV Pipe: 72 -14.5 2.003 PL 9.46 PF 0.0 F6 54.0 0.0 38.0 0.0 1.5 150 FTG ---- PE 0.0 G6 54.0 0.0 38.0 0.0 0.002 TL 9.46 PV Pipe: 73 -9.2 2.003 PL 10.75 PF 0.0 A7 54.0 0.0 38.1 0.0 0.9 150 FTG ---- PE 0.0 B7 54.0 0.0 38.1 0.0 0.001 TL 10.75 PV Pipe: 74 -18.7 2.003 PL 5.33 PF 0.0 B7 54.0 0.0 38.1 0.0 1.9 150 FTG ---- PE 0.0 C7 54.0 0.0 38.1 0.0 0.003 TL 5.33 PV Pipe: 75 -28.0 2.003 PL 8.92 PF 0.1 C7 54.0 0.0 38.1 0.0 2.9 150 FTG T PE 0.0 D7 54.0 0.0 38.2 0.0 0.007 TL 20.92 PV Pipe: 76 12.7 2.003 PL 26.29 PF 0.1 A8 54.0 0.0 38.8 0.0 1.3 150 FTG T PE 0.0 D8 54.0 0.0 38.7 0.0 0.002 TL 38.29 PV Pipe: 77 -12.7 2.003 PL 4.71 PF 0.0 A9 54.0 0.0 39.1 0.0 1.3 150 FTG ---- PE 0.0 A9A 54.0 0.0 39.1 0.0 0.002 TL 4.71 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 3/21/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKB504.SDF JOB TITLE: Oak Street, Bldg B, 5th Lvl Area 6, 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 -4.7 2.003 PL 9.33 PF 0.0 A9A 54.0 0.0 39.1 0.0 0.5 150 FTG ---- PE 0.0 B9 54.0 0.0 39.1 0.0 0.000 TL 9.33 PV Pipe: 79 3.5 2.003 PL 6.75 PF 0.0 B9 54.0 0.0 39.1 0.0 0.4 150 FTG ---- PE 0.0 C9 54.0 0.0 39.1 0.0 0.000 TL 6.75 PV Pipe: 80 11.8 2.003 PL 5.54 PF 0.0 C9 54.0 0.0 39.1 0.0 1.2 150 FTG T PE 0.0 D9 54.0 0.0 39.1 0.0 0.001 TL 17.54 PV Pipe: 81 -50. 9 2.003 PL 6.54 PF 0.1 D10 54.0 0.0 39.6 0.0 5.2 150 FTG ---- PE 0.0 El0 54.0 0.0 39.8 0.0 0.021 TL 6.54 PV Pipe: 82 -91.6 2.003 PL 0.58 PF 0.0 El0 54.0 0.0 39.8 0.0 9.3 150 FTG ---- PE 0.0 Z 54.0 0.0 39.8 0.0 0.062 TL 0.58 PV Pipe: 83 -8.1 2.003 PL 9.33 PF 0.0 AA 54.0 0.0 39.4 0.0 0.8 150 FTG ---- PE 0.0 BB 54.0 0.0 39.4 0.0 0.001 TL 9.33 PV Pipe: 84 -16.2 2.003 PL 6.71 PF 0.0 BB 54.0 0.0 39.4 0.0 1.6 150 FTG ---- PE 0.0 CC 54.0 0.0 39.4 0.0 0.002 TL 6.71 PV Pipe: 85 -24.6 2.003 PL 5.50 PF 0.1 CC 54.0 0.0 39.4 0.0 2.5 150 FTG T PE 0.0 DD 54.0 0.0 39.5 0.0 0.005 TL 17.50 PV Pipe: 86 -9.2 2.003 PL 6.50 PF 0.0 DD 54.0 0.0 39.5 0.0 0.9 150 FTG T PE 0.0 EE 54.0 0.0 39.6 0.0 0.001 TL 18.50 PV Pipe: 87 -91. 6 2.067 PL 8.50 PF 3.6 Z 54.0 0.0 39.8 0.0 8.8 120 FTG 2E2TB PE 0.6 5TH 52.5 0.0 44.0 0.0 0.080 TL 44.50 PV Pipe: 88 -91.6 3.260 PL 9.67 PF 0.1 5TH 52.5 0.0 44.0 0.0 3.5 120 FTG ---- PE 4.2 4TH 42.8 0.0 48.3 0.0 0.009 TL 9.67 PV Pipe: 89 -91.6 3.260 PL 33.33 PF 0.3 4TH 42.8 0.0 48.3 0. 0 3.5 120 FTG L PE 14.4 X 9.5 0.0 63.1 0.0 0.009 TL 40.05 PV Pipe: 90 -91.6 3.260 PL 96.25 PF 1.2 X 9.5 0.0 63.1 0.0 3.5 120 FTG 6L PE 0.0 TOR 9.5 0.0 64.2 0.0 0.009 TL 136.57 PV MEL SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 3/21/2018AK STREET APARTMENTS\SPRINKLER\CALLS\HYDRAULIC\OAKB504.SDF JOB TITLE: Oak Street, Bldg B, 5th Lvl Area 6, 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 -91.6 3.260 PL 7.50 PF 0.4 TOR 9.5 0.0 64.2 0.0 3.5 120 FTG TB PE 3.2 BOR 2.0 0.0 67.9 0.0 0.009 TL 41.10 PV Pipe: 92 91.6 4.260 PL 6.00 PF 0.1 UG 1.0 0.0 68.4 0.0 2.1 120 FTG TC PE -0.4 BOR 2.0 0.0 67.9 0.0 0.002 TL 61.30 PV Pipe: 93 -91.6 8.390 PL 40.00 PF 0.0 UG 1.0 0.0 68.4 0.0 0.5 140 FTG 3L PE 0.4 UG1 0.0 H.S. 68.9 100.0 0.000 TL 106.00 PV Pipe: 94 -191.6 8.390 PL 560.00 PF 0.2 UG1 0.0 H.S. 68.9 100.0 1.1 140 FTG T5L PE 0.0 BF1 0.0 0.0 69.1 0.0 0.000 TL 729.00 PV Pipe: 95 FIXED PRESSURE LOSS DEVICE BF2 0.0 0.0 78.1 0.0 9.0 psi, 191.6 gpm BF1 0.0 0.0 69.1 0.0 Pipe: 96 -191.6 8.390 PL 40.00 PF 0.0 BF2 0.0 0.0 78.1 0.0 1.1 140 FTG TG PE 0.0 SOURCE 0.0 SRCE 78.1 (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 0.144 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 19.3 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 103.99 psi with a flow of 217.64 gpm. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 3/21/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKB504.SDF JOB TITLE: Oak Street, Bldg B, 5th Lvl Area 6, 0.10/ 4 Sprks +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 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 ChkV1v BfyVly GatV1v 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 WATER SUPPLY ANALYSIS o y Static: 104 . 00psi Resid: 103. 00 - 120 . 0 psi Flow: 2606. 0 gpm H .. H w LEGEND H 1 111 Available pressure 103.99 psi @ 191.6 gpm 0 N • o 1 x H 10 0 . 0 2 Reg.u}.cP$..P?'.€ P.4.0 x 78.09 psi @ 191.6 gpm M Cl) G or y A N U m y a � x E 80 . 0 2 awyz E m • t=1 1-C p * Z m H H R A. Source Supply Curve to r V E B. System Demand Curve �d x 7y FC 60 . 0 rz � S col), x r U m • H n E • r z O C/] t" i 1< ( 40 . 0 x U, A � H P u ( Cn 91 s o > • c i 7s t" W H n + O 20 . 0 ox Ui M o o b M ( • a (9 Cn .q ✓ m 0 . 0 -14 . 7 6)0 9)0 1)00 1/00 100 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 13 DATE: 3/21/2018AK STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKB504.SDF JOB TITLE: Oak Street, Bldg B, 5th Lvl Area 6, 0.10/ 4 Sprks +100 Hose WATER SUPPLY CURVE 108+ 0\\\\\\\\\\\\\\\\\\\\\\\\\\\\* <-103.0 psi @ 2606 gpm Flow Test Point 99+ 90+ 81+ X P 72+ R I E I S I S 63+ U I R I E I 54+ ( P I S I 145+ 1 36+ 27+ 18+ LEGEND I " I X = Required Water Supply 78.09 psi @ 191.6 gpm 9+ I 0 = Available Water Supply " 1 103.99 psi @ 191.6 gpm 1 0++-+---+----+ + + + + + + 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 3/28/2018STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKBSTNDO1.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) 0.0 750.0 144.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 750.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 750.0 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 60.0 HOSE STREAM 103.1 250.0 ST1 9.9 - - - - 132.3 - - - ST1A 60.0 - - - - 109.4 - - - ST2 9.9 - - - - 134.5 - - - ST2A 60.0 - - - - 112.4 - - - ST3 9.9 - - - - 132.8 - - - ST4 1.0 - - - - 141.0 - - - FDC 0.0 SOURCE 144.3 750.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/28/2018STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKBSTND01.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 72.17 PF 1.2 ST1A 60.0 0.0 109.4 0.0 5.1 120 FTG 6LB PE 21.7 ST1 9. 9 0.0 132.3 0.0 0.008 TL 152.64 PV Pipe: 4 -500.0 6.357 PL 71.67 PF 0. 6 ST1 9.9 0.0 132.3 0.0 5.1 120 FTG ---- PE 0.0 ST3 9.9 0.0 132.8 0.0 0.008 TL 71.67 PV Pipe: 5 -500.0 6.357 PL 188.58 PF 1.7 ST3 9.9 0.0 132.8 0.0 5.1 120 FTG 3L PE 0.0 ST2 9.9 0.0 134.5 0.0 0.008 TL 222.53 PV Pipe: 6 -250.0 2.469 PL 31.50 PF 9.4 HV3 60.0 H.S. 103.1 250.0 16.8 120 FTG T PE 0.0 ST2A 60.0 0.0 112.4 0.0 0.215 TL 43.50 PV Pipe: 7 -250.0 6.357 PL 97.42 PF 0.4 ST2A 60.0 0.0 112.4 0.0 2.5 120 FTG T4LB PE 21.7 ST2 9.9 0.0 134.5 0.0 0.002 TL 192.98 PV Pipe: 8 750.0 6.357 PL 85.08 PF 2.6 ST4 1.0 0.0 141.0 0.0 7.6 120 FTG 3LC PE -3.9 ST2 9.9 0.0 134.5 0.0 0.016 TL 159.26 PV Pipe: 9 -750.0 6.065 PL 91.00 PF 2.8 ST4 1.0 0.0 141.0 0.0 8.3 120 FTG 5L PE 0.4 FDC 0.0 SRCE 144.3 (N/A) 0.021 TL 136.00 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 0.001 gpm. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/28/2018STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKBSTND01.SDF JOB TITLE: STANDPIPE (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 16.8 ft/sec at pipe 1. (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 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 � d WATER SUPPLY ANALYSIS o y Fixed Source Pressure: 0 . 00 psi H 160 . 0 y W mm r LEGEND Dl N) 1 .. co Available pressure 0.00 psi @ 720.0 g H o > 140 . 0 d m 2 Required essure HH Di 144.2 si @ 750.0 ppm t C.1 G H m ro A 120 . 0 U — x G E 1-3z m m i Cr) 100 . 0 m1-3 P — ro m R A. Source Supply Curve X E z x B. System Demand Curve d S tC DI S 80 . 0 i C U > H t-' n R n E x > 60 . 0 _ d r P Cu-) H s n 1 40 . 0 _ > DJ m B z 20 . 0 . a m t.o o m ro 0 . 0 1 A -14 . 7 110 2)0 3)0 410 410 5E0 640 7)0 8c0 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 5 DATE: 3/28/2018STREET APARTMENTS\SPRINKLER\CALCS\HYDRAULIC\OAKBSTND01.SDF JOB TITLE: STANDPIPE WATER SUPPLY CURVE 156+ 143+ X 130+ 117+ P104+ R I E I S I S 91+ U I R I E I 78+ ( I P I S I 165+ I 52+ 39+ 26+ LEGEND 1 I X = Required Water Supply 144.26 psi @ 750.0 gpm 13+ 1 1 1 0*\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\-\\\\\\\\\\\\\\\\\\\\\\\\\\+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM)