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Home My WebLink AboutCARUSO HYDRAULIC CALCS Fire Equipment Services of East Coast, Inc. 434 N 7th St. Fort Pierce, FL 34950 772-461-6845 HYDRAULIC CALCULATIONS FOR CARUSO RESIDENCE 4805 WATERSONG WAY St. Lucie County, FL DATE: FEB 23, 2021 -DESIGN DATA- OCCUPANCY CLASSIFICATION: NFPA 13D DENSITY: 13 GPM @ 7 PSI (Per sprinkler Manufacturer specification) Most Demanding Compartment up to 2 heads AREA OF APPLICATION: 392 sq. ft. COVERAGE PER SPRINKLER: 256 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers FLOW AND PRESSURE (@ SRC): 26.3 gpm @ 50.14 psi FLOW AND PRESSURE (@ BOR): 26.3 gpm @ 41.2 psi SPRINKLER Specifications: RA0616 CONCEALED QR Pendant 4.9k 7/16" (Residential Heads, no sprinklers spaced more than 10' off wall. No sprinklers spaced closer than 8'. Maximum (SINGLE HD spacing is 20' ) Maximum (MULTIPLE HDspacing is 16'x16' ) NAME OF CONTRACTOR: Fire Equipment Services of East Coast, Inc. DESIGN/LAYOUT BY: Nathan Ebner AUTHORITY HAVING JURISDICTION: St. Lucie County SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/23/2021MMEN\CARUSO RESIDENCE\CARUSO RESIDENCE HYDRAULIC CALCS.SDF JOB TITLE: CARUSO RESIDENCE 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 80.0 58.0 1060.0 80.0 26.3 50.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 26.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1H 31.9 K= 4.90 7.0 13.0 2H 31.9 K= 4.90 7.4 13.3 01 32.3 - - - - 7.3 - - - 02 32.3 - - - - 7.6 - - - 1T 32.3 - - - - 8.1 - - - 2T 32.3 - - - - 11.3 - - - 3T 9.4 - - - - 25.8 - - - TOR 9.4 - - - - 33.0 - - - BOR 1.0 - - - - 41.2 - - - BFD 2.0 - - - - 36.4 - - - BFS 2.0 - - - - 40.7 - - - U1 -3.0 - - - - 44.2 - - - U2 -3.0 - - - - 45.9 - - - U3 -3.0 - - - - 50.4 - - - U4 -3.0 - - - - 52.7 - - - U5 -3.0 - - - - 52.7 - - - SOURCE 3.0 SOURCE 50.1 26.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/23/2021MMEN\CARUSO RESIDENCE\CARUSO RESIDENCE HYDRAULIC CALCS.SDF JOB TITLE: CARUSO RESIDENCE 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 -13.0 1.000 PL 3.62 PF 0.4 1H 31.9 4.9 7.0 13.0 5.3 150 FTG 2E PE -0.2 01 32.3 0.0 7.3 0.0 0.049 TL 8.41 PV Pipe: 2 -13.3 1.000 PL 0.42 PF 0.3 2H 31.9 4.9 7.4 13.3 5.5 150 FTG T PE -0.2 02 32.3 0.0 7.6 0.0 0.051 TL 6.41 PV Pipe: 3 -13.0 1.000 PL 10.91 PF 0.8 01 32.3 0.0 7.3 0.0 5.3 150 FTG T PE 0.0 1T 32.3 0.0 8.1 0.0 0.049 TL 16.90 PV Pipe: 4 -13.3 1.000 PL 2.08 PF 0.5 02 32.3 0.0 7.6 0.0 5.5 150 FTG ET PE 0.0 1T 32.3 0.0 8.1 0.0 0.051 TL 10.46 PV Pipe: 5 -26.3 1.000 PL 5.54 PF 3.2 1T 32.3 0.0 8.1 0.0 10.8 150 FTG 2T PE 0.0 2T 32.3 0.0 11.3 0.0 0.181 TL 17.51 PV Pipe: 6 -26.3 1.000 PL 22.92 PF 4.6 2T 32.3 0.0 11.3 0.0 10.8 150 FTG E PE 9.9 3T 9.4 0.0 25.8 0.0 0.181 TL 25.31 PV Pipe: 7 -26.3 1.000 PL 29.21 PF 7.2 3T 9.4 0.0 25.8 0.0 10.8 150 FTG 2ET PE 0.0 TOR 9.4 0.0 33.0 0.0 0.181 TL 39.98 PV Pipe: 8 -26.3 1.610 PL 7.42 PF 0.2 TOR 9.4 0.0 33.0 0.0 4.2 120 FTG ---- PE 3.2 BFD 2.0 0.0 36.4 0.0 0.027 TL 7.42 PV Pipe: 9 FIXED PRESSURE LOSS DEVICE BFS 2.0 0.0 40.7 0.0 4.3 psi, 26.3 gpm BFD 2.0 0.0 36.4 0.0 Pipe: 10 -26.3 1.610 PL 1.00 PF 0.0 BFS 2.0 0.0 40.7 0.0 4.2 120 FTG ---- PE 0.4 BOR 1.0 0.0 41.2 0.0 0.027 TL 1.00 PV Pipe: 11 -26.3 1.101 PL 4.00 PF 1.2 BOR 1.0 0.0 41.2 0.0 8.9 150 FTG E PE 1.7 U1 -3.0 0.0 44.2 0.0 0.113 TL 11.00 PV Pipe: 12 -26.3 1.101 PL 15.00 PF 1.7 U1 -3.0 0.0 44.2 0.0 8.9 150 FTG ---- PE 0.0 U2 -3.0 0.0 45.9 0.0 0.113 TL 15.00 PV Pipe: 13 FIXED PRESSURE LOSS DEVICE U3 -3.0 0.0 50.4 0.0 4.5 psi, 26.3 gpm U2 -3.0 0.0 45.9 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/23/2021MMEN\CARUSO RESIDENCE\CARUSO RESIDENCE HYDRAULIC CALCS.SDF JOB TITLE: CARUSO RESIDENCE 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: 14 -26.3 1.101 PL 15.00 PF 2.4 U3 -3.0 0.0 50.4 0.0 8.9 150 FTG T PE 0.0 U4 -3.0 0.0 52.7 0.0 0.113 TL 21.00 PV Pipe: 15 -26.3 7.980 PL 390.00 PF 0.0 U4 -3.0 0.0 52.7 0.0 0.2 150 FTG T PE 0.0 U5 -3.0 0.0 52.7 0.0 0.000 TL 443.00 PV Pipe: 16 -26.3 7.980 PL 32.79 PF 0.0 U5 -3.0 0.0 52.7 0.0 0.2 150 FTG ETG PE -2.6 SOURCE 3.0 SRCE 50.1 (N/A) 0.000 TL 118.79 PV NOTES (HASS): (1) Calculations were performed by the HASS 2020 D computer program in accordance with NFPA13 (2016) under license no. 64617176 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.005 gpm and a maximum imbalance at any node of 0.079 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 10.8 ft/sec at pipe 5. (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 79.95 psi with a flow of 38.41 gpm. (6) PIPE FITTINGS TABLE HASS Pipe Table Name: standard.pip SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 2/23/2021MMEN\CARUSO RESIDENCE\CARUSO RESIDENCE HYDRAULIC CALCS.SDF JOB TITLE: CARUSO RESIDENCE 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 ChkVlv BfyVlv GatVlv AlmChk DPVlv NTee -------------------------------------------------------- F F45Ell 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.00 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N F Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee F45Ell 7.980 27.00 53.00 20.00 68.00 18.00 6.00 53.00 13.50 PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 Ell Tee RunT Kplg ChkVlv Gate 1.101 1.40 7.00 6.00 1.70 1.00 8.00 0.40 PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee -------------------------------------------------------- F F45Ell 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 2.00 5.00 1.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 2/23/2021MMEN\CARUSO RESIDENCE\CARUSO RESIDENCE HYDRAULIC CALCS.SDF JOB TITLE: CARUSO RESIDENCE WATER SUPPLY ANALYSIS Static: 80.00 psi Resid: 58.00 psi Flow: 1060.0 gpm -14.7 0.0 20.0 40.0 60.0 80.0 100.0 400600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results G A U G E P R E S S U R E ( p s i ) A1 2 B LEGEND 1 Available pressure 79.98 psi @ 26.3 gpm 2 Required pressure 50.14 psi @ 26.3 gpm A. Source Supply Curve B. System Demand Curve SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 2/23/2021MMEN\CARUSO RESIDENCE\CARUSO RESIDENCE HYDRAULIC CALCS.SDF JOB TITLE: CARUSO RESIDENCE WATER SUPPLY CURVE 84+ | 0\ | \\ 77+ \ | \\ | \ | \\ 70+ \ | \\ | \ | \\ 63+ \ | \\ | \ | * <-58.0 psi @ 1060 gpm P 56+ Flow Test Point R | E | S X S 49+ U | R | E | 42+ ( | P | S | I 35+ ) | | | 28+ | | | 21+ | | |============================== 14+ LEGEND " | " | X = Required Water Supply " | 50.14 psi @ 26.3 gpm " 7+ " | 0 = Available Water Supply " | 79.98 psi @ 26.3 gpm " | " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM)