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HomeMy WebLinkAboutAPPROVED FP 212704 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 81 . Maximum (SINGLE HD spacing is 20 ' ) Maximum (MULTIPLE HDspacing is 161x16 ' 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 ChkVly BfyVly GatVly AlmChk DPVly 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 ChkVly BfyVly GatVly 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 ChkVly 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 ChkVly BfyVly GatVly AlmChk DPVly 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 100 . 0 LEGEND 1 Available pressure 8010 79 . 98 psi @ 26 . 3 gpm G A 2 Required pressure U 50 . 14 psi @ 26 . 3 gpm G E 60 . 0 ` A. Source Supply Curve P `� B. System Demand Curve R 2 E S 40 . 0 S U ` R ` E ( 20 . 0 p B ` s i 0 . 0 -14 . 7 400600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) Note : (1) Dashed Lines indicate extrapolated values from Test Results 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+ I 0\ I \\ 77+ \ I \\ I \ I \\ 70+ \ I \\ I \ I \\ 63+ \ I \\ I \ * <-58 . 0 psi @ 1060 gpm P 56+ Flow Test Point R E S X S 49+ U R E 42+ ( I P S I 35+ I I I 28+ I I I 21+ I I 14+ LEGEND " I " X = Required Water Supply " 50 . 14 psi @ 26. 3 gpm " 7+ " 0 = Available Water Supply " 79 . 98 psi @ 26. 3 gpm " I " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM)