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HomeMy WebLinkAboutHYDRAULIC CALCULATIONSFire Equipment Services of Ea.:t Coast, Inc. 434 N 7th St. Fort Pierce, FL 34950 772-461-6845 HYDRAULIC CALCULATIONS FOR MISSIONARY FLIGHTS INTERNATIONAL ATTIC AREA CALCS 3163 Hammond Road Fort Pierce, Florida 34946 DATE: MAY 18, 2019 -DESIGN DATA - OCCUPANCY CLASSIFICATION: Light Hazard DENSITY: .10/1500 Sq. Ft. INCREASED TO 1950' FOR SLOPE AREA OF APPLICATION: 1,950' sq. ft. COVERAGE PER SPRINKLER: 120 max sq. ft. NUMBER OF SPRINKLERS CALCULATED: 25 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 439.1 gpm TOTAL WATER REQUIRED (including hose): 439.1 gpm @ 50.44 psi AT SOURCE SGPNNED s� urty SAFETY FACTOR AT SOURCE: 17.36 psi ADDED HOSE STREAM AT BASE OF RISER: 100 gpm FLOW AND PRESSURE (@ BOR): 339.1gpm @ 40.6 psi SPRINKLER Specifications: GL4215 Standard Spray QR Upright 4.2k 1/2" NAME OF CONTRACTOR: Fire Equipment Services of East Coast, Inc. DESIGN/LAYOUT BY: Nathan Ebner AUTHORITY HAVING JURISDICTION: ' CITY OF FORT PIERCE, FL CONTRACTOR CERTIFICATION NUMBER: #74160200012006 . SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 5/18/2019ILL KINMAN\MISSIONARY FLIGHTS\MISSIONARY FLIGHTS CALCS.SDF JOB TITLE: ATTIC 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 75.0 45.0 950.0 67.8 439.1 50.4 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 439.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 339.1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1H 12.7 K= 4.20 9.2 12.8 2H 12.7 K= 4.20 9.7 13.1 3H 12.7 K= 4.20 10.9 13.9 4H 12.7 K= 4.20 12.1 14.6 5H 12.7 K= 4.20 13.7 15.5 6H 12.7 K= 4.20 15.0 16.3 7H 12.7 K= 4.20 12.7 15.0 8H 12.7 K= 4.20 13.3 15.3 9H 12.7 K= 4.20 13.9 15.6 10H 12.7 K= 4.20 15.1 16.3 11H 12.7 K= 4.20 16.2 16.9 12H 17.4 K= 4.20 7.0 11.1 13H 17.4 K= 4.20 7.2 11.3 14H 17.4 K= 4.20 8.4 12.2 15H 17.4 K= 4.20 9.2 12.7 16H 17.4 K= 4.20 9.18 13.1 17H 17.4 K= 4.20 8.6 12.3 18H 17.4 K= 4.20 8.9 12.5. 19H 17.4 K= 4.20 9.4 12.9 20H 22.1 K= 4.20 8.0 11.9 21H 22.1 K= 4.20 8.4 12.2 22H 22.1 K= 4.20 8.8 12.4 23H 22.1 K= 4.20 9.2 12.7 24H 22.1 K= 4.20 .9.8 13.2 25H 22.1 K= 4.20 9.9 13.2 12 16.4 - - - - 7.6 - - - 13 16.4 - - - - 7.9 - - - 14 16.4 - - - - 9.2 - - - 15 16.4 - - - - 9.9 - - - 16 16.4 - - - - 10.6 - - - 17 16.4 - - - - 9.2 - - - 18 16.4 - - - - 9.7 - - - 19 16.4 - - - - 10.2 - - - 20 21.1 - - - - 8.8 - - - 21 21.1 - - - - 9.1 - - - 22 21.1 - - - - 9.5 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 5/18/2019ILL KINMAN\MISSIONARY FLIGHTS\MISSIONARY FLIGHTS CALCS.SDF JOB TITLE: ATTIC NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 23 21.1 - - - - 9.9 - - - 24 21.1 - - - - 10.6 - - - 25 21.1 - - - - 10.5 - - - 1T 12.7 - - - - 18.3. - - - 2T 16.4 - - - - 10.8 - - - 2B 12.7 -/- - - 18.5 - - - 3T 21.1 - - - - 10.9 - - - 3B 12.7 - - - - 19.2 - - - 4T 12.7 - - - - 22.9 - - - 5T 12.7 - - - - 31.0 - - - TOR 8.3 - - - - 36.8 - - - BOR 1.0 - - - - 40.6 - - - BFD 2.0 - - - - 44.8 - - - BFS 2.0 - - - - 49.8 - - - U1 -3.0 - - - - 42.8 - - - U2 -3.0 - - - - 52.4 - - - U3 -3.0 - - - - 52.6 - - - U4 -3.0 - - - - 52.7 - - - U5 -3.0 - - - - 52.8 - - - SOURCE 3.0 SOURCE 50.4 339.1. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 5/18/2019ILL KINMAN\MISSIONARY FLIGHTS\MISSIONARY FLIGHTS CALCS.SDF JOB TITLE: ATTIC 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 -11.1 1.049 PL 1.00 PF 0.1 12H 17.4 4.2 7.0 11.1 4.1 120 FTG E PE 0.4 12 16.4 0.0 7.6 0.0 0.044 TL 3.00 PV Pipe: 2 -11.3 1.049 PL 1.00 PF 0.3 13H 17.4 4.2 7.2 11.3 4.2 120 FTG T PE 0.4 13 16.4 0.0 7.9 0.0 0.045 TL 6.00 PV Pipe: 3 -12.2 1.049 PL 1.00 PF 0.3 14H 17.4 4.2 8.4 12.2 4.5 120 FTG T PE 0.4 14 16.4 0.0 9.2. 0.0 0.052 TL 6.00 PV Pipe: 4 -12.7 1.049 PL 1.00 PF 0.3 15H 17.4 4.2 9.2 12.7 4.7 120 FTG T PE 0.4 15 16.4 0.0 9.9 0.0 0.056 TL 6.00 PV Pipe: 4A -13.1 1.049 PL 1.00 PF 0.4 16H 17.4 4.2 9.8 13.1 4.9 120 FTG T PE 0.4 16 16.4 0.0 10.6 0.0 0.060 TL 6.00 Pv Pipe: 4B -12.3 1.049 PL 1.00 PF 0.2 17H 17.4 4.2 8.6 12.3 4.6 120 FTG E PE 0.4 17 16.4 0.0 9.2 0.0 0.053 TL 3.00 PV Pipe: 4C -12.5 1.049 PL 1.00 PF 0.3 18H 17.4 4.2 8.9 12.5 4.7 120 FTG T PE 0.4 18 16.4 0.0 9.7 0.0 0.055 TL 6.00 PV Pipe: 4D -12.9 1.049 PL 1.00 PF 0.3 19H 17.4 4.2 9.4 12.9 4.8 120 FTG T 'PE 0.4 19 16.4 0.0 10.2 0.0 0.058 TL 6.00 PV Pipe: 4E -11.9 1.049 PL 1.00 PF 0.3 20H 22.1 4.2 8.0 11.9 4.4 120 FTG T PE 0.4 20 21.1 0.0 8.8 0.0 0.050 TL 6.00 PV Pipe: 4F -12.2 1.049 PL 1.00 PF -0.3 21H 22.1 4.2 8.4 12.2 4.5 120 FTG T, PE 0.4 21 21.1 0.0 9.1 0.0 0.052 TL 6.00 PV Pipe: 4G -12.4 1.049 PL 1.00 PF 0.3 22H 22.1 4.2 8.8 12.4 4.6 120 FTG T PE 0.4 22 21.1 0.0 9.5 0.0 0.054 TL 6.00 PV Pipe: 5 -12.7 1.049 PL 1.00 PF 0.3 23H 22.1 4.2 9.2 12.7 4.7 120 FTG T PE 0.4 23 21.1 0.0 9.9 0.0 D.056 TL 6.00 PV Pipe: 6 -13.2 1.049 PL 1.00 PF 0.4 24H 22..1 4.2 9.8 13.2 4.9 120 FTG T PE 0.4 24 21.1 0.0 10.6 0.0 0.060 TL 6.00 Pv SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 5/18/2019ILL KINMAN\MISSIONARY FLIGHTS\MISSIONARY FLIGHTS CALCS.SDF JOB TITLE: ATTIC 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: 7 -13.2 1.049 PL 1.00 PF 0.2 25H 22.1 4.2 9.9 13.2 4.9 120 FIG E PE 0.4 25 21.1 0.0 10.5 0.0 0.060 TL 3.00 PV Pipe: 8 -12.8 1.049 PL 8.00 PF 0.5 1H 12.7 4.2 9.2 12.8 4.7 120 FIG ---- PE 0.0 2H 12.7 4.2 9.7 13.1 0.057 TL 8.00 PV Pipe: 8A -25.8 1.049 PL 6.00 PF 1.3 2H 12.7 4.2 9.7 13.1 9.6 120 FTG ---- PE 0.0 3H 12.7 4.2 10.9 13.9 0.209 TL 6.00 PV Pipe: 3H -39.7 1.380 PL 6.50 PF 1.2 3H 12.7 4.2 10.9 13.9 8.5 120 FTG E PE 0.0 4H 12.7 4.2 12.1 14.6 0.122 TL 9.50 PV Pipe: 8C -54.3 1.380 PL 7.33 PF 1.6 4H 12.7 4.2 12.1 14.6 11.7 120 FIG ---- PE 0.0 5H 12.7 4.2 13.7 15.5 0.217 TL 7.33 PV Pipe: 8D -69.9 1.610 PL 8.00 PF 1.3 5H 12.7 4.2 13.7 15.5 11.0 120 FTG ---- PE 0.0 6H 12.7 4.2 15.0 16.3 0.163 TL 8.00 PV Pipe: 8E -86A 1.610 PL 5.58 PF 3.3 6H 12.7 4.2 15.0 16.3 13.6 120 FTG T PE 0.0 1T 12.7 0.0 18.3 0.0 0.241 TL 13.58 PV Pipe: 8F -15.0 1.049 PL 7.75 PF 0.6•. 7H 12.7 4.2 12.7 15.0 5.6 120 FTG ---- PE 0.0 8H 12.7 4.2 13.3 15.3 0.076 TL 7.75 PV Pipe: 8G -30.3 1.380 PL 8.00 PF 0.,6 8H 12.7 4.2 13.3 15.3 6.5 120 FTG ---- PE 0.0 9H 12.7 4.2 13.9 15.6 0.074 TL 8.00 PV Pipe: 8H -45.9 1.380 PL 8.00 PF 1.3 9H 12.7 4.2 13.9 15.6 9.8 120 FTG ---- PE 0.0 10H 12.7 4.2 15.1 16.3 0.159 TL 8.00 PV Pipe: BI -62.3 1.610 PL 8.00 PF 1.1 10H 12.7 4.2 15.1 16.3 9.8 120 FTG ---- PE 0.0 11H 12.7 4.2 16.2 16.9 0.132 TL 8.00 PV Pipe: 8J -79.2 1.610 PL 2.60 PF 2.1 11H 12.7 4.2 16.2 16.9 12.5 120 FTG T PE 0.0 1T 12.7 0.0 18.3 0.0 0.206 TL 10.00 PV Pipe: 8K -11.1 1.049 PL 7.75 PF 0.3 12 16.4 0.0 7.6 0.0 4.1 120 FTG ---- PE 0.0 13 16.4 0.0 7.9 0.0 0.044 TL 7.75 PV • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 5/18/2019ILL KINMAN\MISSIONARY FLIGHTS\MISSIONARY FLIGHTS CALCS.SDF JOB TITLE: ATTIC PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NO2. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 8L -22.4 1.049 PL 8.00 PF 1.3 13 16.4 0.0 7.9 0.0 8.3 120 FTG ---- PE 0.0 14 16.4 0.0 9.2 0.0 0.160 TL 8.00 PV Pipe: 8M -34.6 1.380 PL 8.00 PF 0.8 14 16.4 0.0 9.2 0.0 7.4 120 FIG ---- PE 0.0 15 16.4 0.0 9.9 0.0 0.094 TL 8.00 PV Pipe: 8N -47.3 1.610 PL 8.00 PF 0.6 15 16.4 0.0 9.9 0.0 7.5 120 FTG ---- PE 0.0 16 16.4 0.0 10.6 0.0 0.079 TL 8.00 PV Pipe: 80 -60.4 1.610 PL 2.00 PF 0.2 16 16.4 0.0 10.6 0.0 9.5 120 FIG ---- PE 0.0 2T 16.4� 0.0 10.8 0.0 0.125 TL 2.00 PV Pipe: 8P -12.3 1.049 PL 8.00 PF 0.4 17 16.4 0.0 9.2 0.0 4.6 120 FTG ---- PE 0.0 18 16.4 0.0 9.7 0.0 0.053 TL 8.00 PV Pipe: 8Q -24.9 1.380 PL 6.75 PF 0.5 18 16.4 0.0 9.7 0.0 5.3 120 FTG E PE 0.0 19 16.4 0.0 10.2 0.0 0.051 TL 9.75 PV Pipe: 8R -37.7 1.380 PL 6.00 PF 0.7 19 16.4 0.0 10.2 0.0 8.1 120 FTG ---- PE 0.0 2T 16.4 0.0 10.8 0.0 0.111 TL 6.00 PV Pipe: 8S -98.2 1.610 PL 3.83 PF 6.1 2T 16.4 0.0 10.8 0.0 15.5 120 FTG 2T PE 1.6 2B 12.7 0.0 18.5 0.0 0.307 TL 19.83 PV Pipe: 8T -11.9 1.049 PL 7.75 PF 0.4 20 21.1 0.0 8.8 0.0 4.4 120 FTG ---- PE 0.0 21 21.1 0.0 9.1 0.0 0.050 TL 7.75 PV Pipe: 8U -24.1 1.380 PL 8.00 PF 0.4 21 21.1 0.0 9.1 0.0 3.2 120 FTG ---- PE 0.0 22 21.1 0.0 9.5 0.0 0.048 TL 8.00 PV Pipe: 8V -36.5 1.610 PL 8.00 PF 0.4 22 21.1 0.0 9.5 0.0 5.8 120 FIG ---- PE 0.0 23 21.1 0.0 9.9 0.0 0.049 TL 8.00 PV Pipe: 8W -49.2 1.610 PL. 8.00 PF 0.7 23 21.1 0.0 9.9 0.0 7.8 120 FTG ---- PE 0.0 24 21.1 0.0 10.6 0.0 0.085 TL 8.00 PV Pipe: 8X -62.4 1.610 PL 2.00 PF 0.3 24 21.1 0.0 10.6 0.0 9.8 120 FTG ---- PE 0.0 3T 21.1 0.0 10.9 0.0 0.132 TL 2.00 ,PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 5/18/2019ILL KINMAN\MISSIONARY FLIGHTS\MISSIONARY FLIGHTS CALCS.SDF JOB TITLE: ATTIC 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: 8Y -13.2 1.049 PL 6.00 PF 0.4 25 21.1 0.0 10.5 0.0 4.9 120 FTG ---- PE 0.0 3T 21.1 0.0 10.9 0.0 0.060 TL 6.00 PV Pipe: 9 -75.6 1.610 PL 8.50 PF 4.6 3T 21.1 0.0 10.9 0.0 11.9 120 FTG 2T PE 3.7 3B 12.7 0.0 19.2 0.0 0.189 TL 24.50 PV Pipe: 10 -165.3 3.260 PL 10.33 PF 0.3 1T 12.7 0.0 18.3 0.0 6.4 120 FTG ---- PE 0.0 2B 12.7 0.0 18.5 0.0 0.026 TL 10.33 PV Pipe: 11 -263.5 3.260 PL 10.37 PF 0.6 2B 12.7 0.0 18.5 0.0 10.1 120 FIG ---- PE 0.0 3B 12.7 0.0 19.2 0.0 0.061 TL 10.37 PV Pipe: 12 -339.1 3.260 PL 18.16 PF 3.7 3B 12.7 0.0 19.2 0.0 .13.0 120 FTG T PE 0.0 4T 12.7 0.0 22.9 0.0 0.098 TL 38.32 PV Pipe: 13 -339.1 3.260 PL 62.50 PF 8.1 4T 12.7 0.0 22.9 0.0 13.0 120 FTG T PE 0.0 5T 12.7 0.0 31.0 0.0 0.098 TL 82.66 PV Pipe: 13A -339.1 3.260 PL 11.91 PF 3.9 5T 12.7 0.0 31.0 0.0 13.0 120 FTG 3E PE 1.9 TOR 8.3 0.0 36.8 0.0 0.098 TL 40.13 PV Pipe: 21 -339.1 4.260 PL 7.35 PF 0.6 TOR 8.3 0.0 36.8 0.0 7.6 120 FIG B PE 3.2 BOR 1.0 0.0 40.6 0.0 0.027 TL 23.15 PV Pipe: 21C -339.1 4.200 PL 4.00 PF 0.4 BOR 1.0 0.0 40.6 0.0 7.9 140 FIG E PE 1.7 U1 -3.0 0.0 42.8 0.0 0.021 TL 20.34 PV Pipe: 21A -339.1 4.100 PL 145.00 PF 4.2 U1 -3.0 0.0 42.8 0.0 8.2 150 FIG 3EG PE -2.2 BFD 2.0 0.0 44.8 0.0 0.021 TL 197.84 PV Pipe: 22 FIXED PRESSURE LOSS DEVICE BFS 2.0 0.0 49.8 0.0 5.0 psi, 339.1 gpm BED 2.0 0.0 44.8 0.0 Pipe: 23 -339.1 4.200 PL 5.00 PF 0.5 BFS 2.0 0.0 49.8 0.0 7.9 140 FTG E PE 2.2 U2 -3.0 0.0 52.4 0.0 0.021 TL 21.34 PV Pipe: 24 -339.1 6.200 PL 8.00 PF 0.2 U2 -3.0 0.0 52.4 0.0 3.6 150 FTG TG PE 0.0 U3 -3.0 0.0 52.6 0.0 0.003 TL 63.51 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 5/18/2019ILL KINMAN\MISSIONARY FLIGHTS\MISSIONARY FLIGHTS CALCS.SDF JOB TITLE: ATTIC 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: 25 -339.1 8.200 PL 127.00 PF 0.1 U3 -3.0 0.0 52.6 0.0 2.1 150 FTG TG PE 0.0 U4 -3.0 0.0 52.7 0.0 0.001 TL 194.24 PV Pipe: 26 -339.1 8.200 PL 47.00 PF 0.1 U4 -3.0 0.0 52.7 0.0 2.1 150 FTG T PE 0.0 U5 -3.0 0.0 52.8 0.0 0.001 TL 107.34 PV Pipe: 27 -339.1 6.200 PL 6.00 PF 0.2 U5 -3.0 0.0 52.8 0.0 3.6 150 FTG ETG PE -2.6 SOURCE 3.0 SRCE 50.4 (N/A) 0.003 TL 85.06 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.8 computer program in accordance with NFPA13 (2016) under license no. 50071123 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 0.003 gpm and a maximum imbalance at any node of 0.140 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 15.5 ft/sec at pipe 88. (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 65.75 psi with a flow of 503.05 gpm. (6) PIPE FITTINGS TABLE HASS Pipe Table Name: standard.pip SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 5/18/2019ILL KINMAN\MISSIONARY FLIGHTS\MISSIONARY FLIGHTS CALCS.SDF JOB TITLE: ATTIC 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 DPVly NPTee 3.260 9.41 20.16 6.72 21.50 13.44 1.34 17.47 17.47 20.16 4.100 10.93 21.86 6.56 24.04 13.11 2.19 21.86 21.86 21.86 4.200 12.29 24.58 7.37 27.03 14.75 2.46 24.58 24.58 24.58 4.260 13.17 26.33 7.90 28.97 15.80 2.63 26.33 26.33 26.33 6.200 15.58 33.40 10.02 35.62 11.13 3.34 31.17 31.17 33.40 9.200 20.54 39.93 14.83 51.34 13.69 4.56 35.37 35.37 39.93 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 DPVly Tee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 2.00 5.00 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 5/18/2019ILL KINMAN\MISSIONARY FLIGHTS\MISSIONARY FLIGHTS CALCS.SDF JOB TITLE: ATTIC WATER SUPPLY ANALYSIS Static: 75.00 psi Resid: 45.00 psi Flow: 950.0 gpm :w C 70.0 60.0 G A U G 50.0 E P 40.0 R E S 30.0 S U R E 20.0 P 10.0 s i ) 0.0 -14.7 i LEGEND L Available pressure 67.80 psi @ 439.1 gpm 7 Required pressure 50.44 psi @ 439.1 gpm 1 Avail. OnSite Demand Press. 67.80 psi @ 339.1 gpm Req. OnSite Demand Press. 50.44 psi @ 339.1 gpm A. Source Supply Curve B. System Demand Curve C. Available at Source 200300 400 500 600 700 800 900 1000 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 11 DATE: 5/18/2019ILL KINMAN\MISSIONARY FLIGHTS\MISSIONARY FLIGHTS CALCS.SDF JOB TITLE: ATTIC WATER SUPPLY CURVE 84+ I I I 77+ 70+ \\\ I 0\\\ 63+ \\\ P 56+ \\\ R \\\\ E I \\\ S I X \\\\ S 49+ \\\ U I \\\ R I 45.0 psi @ 950 gpm-> E Flow Test Point 42+ ( I P 1 S 1 I 35+ I I I 28+ I i I • 21+ I " 14+ LEGEND " 1 " 1 X = Required Water Supply I 50.44 psi @ 439.1 gpm " 7+ 0 = Available Water Supply 67.80 psi @ 439.1 gpm " I " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM)