The URL can be used to link to this page

Home My WebLink AboutAPPROVED FIRE HYDRAULIC CALCS VETERAN FIRE SERVICES 861 S . KINGS HWY Fort Pierce, FL 34945 772-461-6845 HYDRAULIC CALCULATIONS FOR KABLER RESIDENCE WATERSONG WAY LOT 56 St. Lucie County, FL DATE: JUN 27, 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 . 6 gpm @ 64 . 36 psi FLOW AND PRESSURE (@ BOR) : 26 .5 gpm @ 55 . 7 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: VETERAN FIRE SERVICES DESIGN/LAYOUT BY: Nathan Ebner AUTHORITY HAVING JURISDICTION: St. Lucie County CONTRACTOR CERTIFICATION NUMBER: #74160200012006 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/27/2021OP\BILL KIMMEN\KABLER RESIDENCE\KABLER RESIDENCE CALCS . SDF JOB TITLE: KABLER 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 . 6 64 . 4 AGGREGATE FLOW ANALYSIS : TOTAL FLOW AT SOURCE 26 . 6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0 . 0 GPM OTHER HOSE STREAM ALLOWANCES 0 . 0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26 . 6 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1H 38 . 8 K= 4 . 90 7 . 0 13 . 0 2H 38 . 8 K= 4 . 90 7 . 6 13 . 5 01 39 . 3 - - - - 7 . 0 - - - 02 39 . 3 - - - - 7 . 7 - - - 03 37 . 3 - - - - 16 . 1 - - - 04 22 . 3 - - - - 26 . 4 - - - 05 22 . 3 - - - - 36 . 3 - - - 06 9 . 8 - - - - 44 . 5 - - - TOR 9 . 8 - - - - 47 . 3 - - - BOR 1 . 0 - - - - 55 . 7 - - - BFD 2 . 0 - - - - 50 . 9 - - - BFS 2 . 0 - - - - 55 . 2 - - - U1 -3 . 0 - - - - 58 . 7 - - - U2 -3 . 0 - - - - 61 . 2 - - - U3 -3 . 0 - - - - 65 . 7 - - - U4 -3 . 0 - - - - 67 . 0 - - - U5 -3 . 0 - - - - 67 . 0 - - - SOURCE 3 . 0 SOURCE 64 . 4 26 . 6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/27/2021OP\BILL KIMMEN\KABLER RESIDENCE\KABLER RESIDENCE CALCS . SDF JOB TITLE: KABLER 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 0 . 51 PF 0 . 1 1H 38 . 8 4 . 9 7 . 0 13 . 0 5 . 3 150 FTG E PE -0 . 2 01 39. 3 0 . 0 7 . 0 0 . 0 0 . 049 TL 2 . 90 PV Pipe: 2 -13 . 5 1 . 000 PL 0 .51 PF 0 . 3 2H 38 . 8 4 . 9 7 . 6 13 . 5 5 .5 150 FTG T PE -0 . 2 02 39. 3 0 . 0 7 . 7 0 . 0 0 . 053 TL 6 .50 PV Pipe: 3 -13 . 0 1 . 000 PL 16 . 00 PF 0 . 8 01 39. 3 0 . 0 7 . 0 0 . 0 5 . 3 150 FTG ---- PE 0 . 0 02 39. 3 0 . 0 7 . 7 0 . 0 0 . 049 TL 16 . 00 PV Pipe: 4 -26 . 5 1 . 000 PL 24 . 08 PF 7 . 5 02 39. 3 0 . 0 7 . 7 0 . 0 10 . 8 150 FTG 2E2T PE 0 . 9 03 37 . 3 0 . 0 16 . 1 0 . 0 0 . 183 TL 40 . 84 PV Pipe: 5 -26 .5 1 . 000 PL 15 . 00 PF 3 . 8 03 37 . 3 0 . 0 16 . 1 0 . 0 10 . 8 150 FTG T PE 6 . 5 04 22 . 3 0 . 0 26 . 4 0 . 0 0 . 183 TL 20 . 99 PV Pipe: 6 -26 . 5 1 . 000 PL 43 .25 PF 9 . 9 04 22 . 3 0 . 0 26 . 4 0 . 0 10 . 8 150 FTG 2ET PE 0 . 0 05 22 . 3 0 . 0 36 .3 0 . 0 0 . 183 TL 54 . 02 PV Pipe: 6A -26 . 5 1 . 000 PL 12 . 49 PF 2 . 7 05 22 . 3 0 . 0 36 . 3 0 . 0 10 . 8 150 FTG E PE 5 . 4 06 9. 8 0 . 0 44 . 5 0 . 0 0 . 183 TL 14 . 88 PV Pipe: 7 -26 . 5 1 . 000 PL 13 . 00 PF 2 . 8 06 9. 8 0 . 0 44 .5 0 . 0 10 . 8 150 FTG E PE 0 . 0 TOR 9. 8 0 . 0 47 .3 0 . 0 0 . 183 TL 15 . 39 PV Pipe: 8 -26 . 5 1 . 610 PL 7 . 84 PF 0 . 2 TOR 9. 8 0 . 0 47 . 3 0 . 0 4 .2 120 FTG ---- PE 3 . 4 BFD 2 . 0 0 . 0 50 . 9 0 . 0 0 . 027 TL 7 . 84 PV Pipe : 9 FIXED PRESSURE LOSS DEVICE BFS 2 . 0 0 . 0 55 .2 0 . 0 4 . 3 psi, 26. 5 gpm BFD 2 . 0 0 . 0 50 . 9 0 . 0 Pipe: 10 -26 . 5 1 . 610 PL 1 . 00 PF 0 . 0 BFS 2 . 0 0 . 0 55 .2 0 . 0 4 .2 120 FTG ---- PE 0 . 4 BOR 1 . 0 0 . 0 55 . 7 0 . 0 0 . 027 TL 1 . 00 PV Pipe: 11 -26 . 5 1 . 101 PL 4 . 00 PF 1 . 3 BOR 1 . 0 0 . 0 55 . 7 0 . 0 8 . 9 150 FTG E PE 1 . 7 U1 -3 . 0 0 . 0 58 . 7 0 . 0 0 . 115 TL 11 . 00 PV Pipe: 12 -26 . 5 1 . 101 PL 22 . 00 PF 2 . 5 U1 -3 . 0 0 . 0 58 . 7 0 . 0 8 . 9 150 FTG ---- PE 0 . 0 U2 -3 . 0 0 . 0 61 . 2 0 . 0 0 . 115 TL 22 . 00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/27/2021OP\BILL KIMMEN\KABLER RESIDENCE\KABLER RESIDENCE CALCS . SDF JOB TITLE: KABLER 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: 13 FIXED PRESSURE LOSS DEVICE U3 -3 . 0 0 . 0 65 . 7 0 . 0 4 . 5 psi, 26. 5 gpm U2 -3 . 0 0 . 0 61 .2 0 . 0 Pipe: 14 -26 . 5 1 . 101 PL 5 . 00 PF 1 . 3 U3 -3 . 0 0 . 0 65 . 7 0 . 0 8 . 9 150 FTG T PE 0 . 0 U4 -3 . 0 0 . 0 67 . 0 0 . 0 0 . 115 TL 11 . 00 PV Pipe: 15 -26 . 5 7 . 980 PL 320 . 00 PF 0 . 0 U4 -3 . 0 0 . 0 67 . 0 0 . 0 0 .2 150 FTG T PE 0 . 0 U5 -3 . 0 0 . 0 67 . 0 0 . 0 0 . 000 TL 373 . 00 PV Pipe: 16 -26 . 6 7 . 980 PL 32 . 79 PF 0 . 0 U5 -3 . 0 0 . 0 67 . 0 0 . 0 0 .2 150 FTG ETG PE -2 . 6 SOURCE 3 . 0 SRCE 64 . 4 (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 . 006 gpm and a maximum imbalance at any node of 0 . 103 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 10 . 8 ft/sec at pipe 6A. (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 . 97 psi with a flow of 31 . 64 gpm. (6) PIPE FITTINGS TABLE HASS Pipe Table Name: standard.pip SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 6/27/20210P\BILL KIMMEN\KABLER RESIDENCE\KABLER RESIDENCE CALCS . SDF JOB TITLE: KABLER 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: 6/27/2021OP\BILL KIMMEN\KABLER RESIDENCE\KABLER RESIDENCE CALCS . SDF JOB TITLE: KABLER 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 . 6 gpm G A 2 Required pressure U 64 . 36 psi @ 26 . 6 gpm G 2 E 60 . 0 A. Source Supply Curve P ` B. System Demand Curve R ` 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: 6/27/2021OP\BILL KIMMEN\KABLER RESIDENCE\KABLER RESIDENCE CALCS . SDF JOB TITLE: KABLER RESIDENCE WATER SUPPLY CURVE 84+ I 0\ I \\ 77+ \ I \\ I \ I \\ 70+ \ I \\ I \ x \\ 63+ \ I \\ I \ * <-58 . 0 psi @ 1060 gpm P 56+ Flow Test Point R E S 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 " 64 . 36 psi @ 26. 6 gpm " 7+ " 0 = Available Water Supply " 79 . 98 psi @ 26. 6 gpm " I " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM)