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FIR2024-0119+Calculations+12.3.2024_3.30.45_PM+4650458
HYDRAULIC CALCULATIONS FOR SPRINKLER SYSTEMS EDMONDS RESIDENCE -LOT 2 7905-240TH STREET SOUTHWEST,EDMONDS,WASHINGTON DATE: NOV 28, 2024 -DESIGN DATA - OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): AVAILABLE FLOW AND PRESSURE (@ BOR): SPRINKLER ORIFICE SIZE: NAME OF CONTRACTOR: DESIGN/LAYOUT BY: LIGHT HAZARD 0.05 gpm/sq. ft. 392 sq. ft. 196 sq. ft. 2 sprinklers 20.0 gpm @ 49.2 psi 20.0 gpm @ 49.2 psi 0 gpm @ 65 psi 1/2 inch CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 64637085 ) HRS SYSTEMS, INC. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 11/28/2024\EDMONDS RESIDENCE - LOT 2 14X14 HEAD CAL DOUBLE HEAD.SDF JOB TITLE: EDMONDS RESIDENCE -LOT 2 14X14 CAL DOUBLE HEAD K-3.7 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 65.0 20.0 2000.0 65.0 20.0 49.2 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 20.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 20.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 3 29.4 K= 3.70 7.3 10.0 4 29.4 K= 3.70 7.6 10.0 5 29.4 - - - - 8.2 - - - 6 29.4 - - - - 8.9 - - - 7 29.4 - - - - 9.6 - - - 8 29.4 - - - - 10.1 - - - 9 29.4 - - - - 10.9 - - - 10 29.4 - - - - 11.9 - - - 11 29.4 - - - - 12.5 - - - 12 29.4 - - - - 13.1 - - - 13 29.4 - - - - 13.6 - - - 14 29.4 - - - - 14.1 - - - 15 19.3 - - - - 19.0 - - - 16 19.3 - - - - 19.2 - - - 17 19.3 - - - - 19.6 - - - 18 19.3 - - - - 20.0 - - - 19 19.3 - - - - 20.2 - - - 20 19.3 - - - - 20.6 - - - 21 9.1 - - - - 25.4 - - - 22 9.1 - - - - 25.6 - - - 23 9.1 - - - - 25.8 - - - 24 9.1 - - - - 26.0 - - - 25 9.1 - - - - 26.2 - - - 26 9.1 - - - - 26.6 - - - 27 9.1 - - - - 27.0 - - - 28 9.1 - - - - 27.3 - - - 29 9.1 - - - - 27.5 - - - 30 8.0 - - - - 28.5 - - - 31 6.0 - - - - 29.6 - - - 32 4.0 - - - - 31.0 - - - 33 -3.0 - - - - 34.1 - - - 34 -3.0 - - - - 38.1 - - - 35-WATERME -3.0 - - - - 42.0 - - - SOURCE -3.0 SOURCE 49.2 20.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 11/28/2024\EDMONDS RESIDENCE - LOT 2 14X14 HEAD CAL DOUBLE HEAD.SDF JOB TITLE: EDMONDS RESIDENCE -LOT 2 14X14 CAL DOUBLE HEAD K-3.7 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 -10.0 1.101 PL 10.16 PF 0.3 3 29.4 3.7 7.3 10.0 3.4 150 FTG E PE 0.0 4 29.4 3.7 7.6 10.0 0.019 TL 17.16 Pv Pipe: 2 -20.0 1.101 PL 2.16 PF 0.6 4 29.4 3.7 7.6 10.0 6.8 150 FTG T PE 0.0 5 29.4 0.0 8.2 0.0 0.069 TL 8.16 PV Pipe: 3 -20.0 1.101 PL 3.75 PF 0.7 5 29.4 0.0 8.2 0.0 6.8 150 FTG T PE 0.0 6 29.4 0.0 8.9 0.0 0.069 TL 9.75 PV Pipe: 4 -20.0 1.101 PL 4.33 PF 0.7 6 29.4 0.0 8.9 0.0 6.8 150 FTG T PE 0.0 7 29.4 0.0 9.6 0.0 0.069 TL 10.33 PV Pipe: 5 -20.0 1.101 PL 1.57 PF 0.5 7 29.4 0.0 9.6 0.0 6.8 150 FTG T PE 0.0 8 29.4 0.0 10.1 0.0 0.069 TL 7.57 PV Pipe: 6 -20.0 1.101 PL 6.08 PF 0.8 8 29.4 0.0 10.1 0.0 6.8 150 FTG T PE 0.0 9 29.4 0.0 10.9 0.0 0.069 TL 12.08 Pv Pipe: 7 -20.0 1.101 PL 7.68 PF 0.9 9 29.4 0.0 10.9 0.0 6.8 150 FTG T PE 0.0 10 29.4 0.0 11.9 0.0 0.069 TL 13.68 Pv Pipe: 8 -20.0 1.101 PL 3.16 PF 0.6 10 29.4 0.0 11.9 0.0 6.8 150 FTG T PE 0.0 11 29.4 0.0 12.5 0.0 0.069 TL 9.16 Pv Pipe: 9 -20.0 1.101 PL 1.83 PF 0.5 11 29.4 0.0 12.5 0.0 6.8 150 FTG T PE 0.0 12 29.4 0.0 13.1 0.0 0.069 TL 7.83 PV Pipe: 10 -20.0 1.101 PL 1.33 PF 0.5 12 29.4 0.0 13.1 0.0 6.8 150 FTG T PE 0.0 13 29.4 0.0 13.6 0.0 0.069 TL 7.33 PV Pipe: 11 -20.0 1.101 PL 2.16 PF 0.6 13 29.4 0.0 13.6 0.0 6.8 150 FTG T PE 0.0 14 29.4 0.0 14.1 0.0 0.069 TL 8.16 Pv Pipe: 12 -20.0 1.394 PL 10.18 PF 0.4 14 29.4 0.0 14.1 0.0 4.2 150 FTG E PE 4.4 15 19.3 0.0 19.0 0.0 0.022 TL 18.18 Pv Pipe: 13 -20.0 1.394 PL 4.50 PF 0.3 15 19.3 0.0 19.0 0.0 4.2 150 FTG E PE 0.0 16 19.3 0.0 19.2 0.0 0.022 TL 12.50 PV Pipe: 14 -20.0 1.394 PL 7.83 PF 0.3 16 19.3 0.0 19.2 0.0 4.2 150 FTG T PE 0.0 17 19.3 0.0 19.6 0.0 0.022 TL 15.13 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 11/28/2024\EDMONDS RESIDENCE - LOT 2 14X14 HEAD CAL DOUBLE HEAD.SDF JOB TITLE: EDMONDS RESIDENCE -LOT 2 14X14 CAL DOUBLE HEAD K-3.7 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: 15 -20.0 1.394 PL 12.08 PF 0.4 17 19.3 0.0 19.6 0.0 4.2 150 FTG T PE 0.0 18 19.3 0.0 20.0 0.0 0.022 TL 19.38 Pv Pipe: 16 -20.0 1.394 PL 2.93 PF 0.2 18 19.3 0.0 20.0 0.0 4.2 150 FTG T PE 0.0 19 19.3 0.0 20.2 0.0 0.022 TL 10.23 PV Pipe: 17 -20.0 1.394 PL 8.93 PF 0.4 19 19.3 0.0 20.2 0.0 4.2 150 FTG T PE 0.0 20 19.3 0.0 20.6 0.0 0.022 TL 16.23 Pv Pipe: 18 -20.0 1.394 PL 10.18 PF 0.4 20 19.3 0.0 20.6 0.0 4.2 150 FTG E PE 4.4 21 9.1 0.0 25.4 0.0 0.022 TL 18.18 PV Pipe: 19 -20.0 1.394 PL 0.93 PF 0.2 21 9.1 0.0 25.4 0.0 4.2 150 FTG E PE 0.0 22 9.1 0.0 25.6 0.0 0.022 TL 8.93 PV Pipe: 20 -20.0 1.394 PL 3.57 PF 0.2 22 9.1 0.0 25.6 0.0 4.2 150 FTG T PE 0.0 23 9.1 0.0 25.8 0.0 0.022 TL 10.87 PV Pipe: 21 -20.0 1.394 PL 2.68 PF 0.2 23 9.1 0.0 25.8 0.0 4.2 150 FTG T PE 0.0 24 9.1 0.0 26.0 0.0 0.022 TL 9.98 PV Pipe: 22 -20.0 1.394 PL 2.57 PF 0.2 24 9.1 0.0 26.0 0.0 4.2 150 FTG T PE 0.0 25 9.1 0.0 26.2 0.0 0.022 TL 9.87 PV Pipe: 23 -20.0 1.394 PL 10.41 PF 0.4 25 9.1 0.0 26.2 0.0 4.2 150 FTG T PE 0.0 26 9.1 0.0 26.6 0.0 0.022 TL 17.71 PV Pipe: 24 -20.0 1.394 PL 8.83 PF 0.4 26 9.1 0.0 26.6 0.0 4.2 150 FTG T PE 0.0 27 9.1 0.0 27.0 0.0 0.022 TL 16.13 PV Pipe: 25 -20.0 1.394 PL 6.00 PF 0.3 27 9.1 0.0 27.0 0.0 4.2 150 FTG T PE 0.0 28 9.1 0.0 27.3 0.0 0.022 TL 13.30 PV Pipe: 26 -20.0 1.394 PL 2.33 PF 0.2 28 9.1 0.0 27.3 0.0 4.2 150 FTG T PE 0.0 29 9.1 0.0 27.5 0.0 0.022 TL 9.63 PV Pipe: 27 -20.0 1.101 PL 1.08 PF 0.6 29 9.1 0.0 27.5 0.0 6.8 150 FTG E PE 0.5 30 8.0 0.0 28.5 0.0 0.069 TL 8.08 PV Pipe: 28 -20.0 1.101 PL 2.00 PF 0.2 30 8.0 0.0 28.5 0.0 6.8 150 FTG G PE 0.9 31 6.0 0.0 29.6 0.0 0.069 TL 2.40 PV Pipe: 29 -20.0 1.101 PL 2.00 PF 0.6 31 6.0 0.0 29.6 0.0 6.8 150 FTG T PE 0.9 32 4.0 0.0 31.0 0.0 0.069 TL 8.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 11/28/2024\EDMONDS RESIDENCE - LOT 2 14X14 HEAD CAL DOUBLE HEAD.SDF JOB TITLE: EDMONDS RESIDENCE -LOT 2 14X14 CAL DOUBLE HEAD K-3.7 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: 30 -20.0 1.101 PL 7.00 PF 0.1 32 4.0 0.0 31.0 0.0 3.2 150 FTG G PE 3.0 33 -3.0 0.0 34.1 0.0 0.069 TL 8.00 PV Pipe: 31 -20.0 1.598 PL 50.00 PF 4.0 33 -3.0 0.0 34.1 0.0 6.8 150 FTG E PE 0.0 34 -3.0 0.0 38.1 0.0 0.011 TL 57.00 PV Pipe: 32 -20.0 1.598 PL 50.00 PF 4.0 34 -3.0 0.0 38.1 0.0 6.8 150 FTG E PE 0.0 35-WATERME -3.0 0.0 42.0 0.0 0.011 TL 57.00 PV Pipe: 33 -20.0 1.598 PL 2.00 PF 7.2 35-WATERME -3.0 0.0 42.0 0.0 33.0 150 FTG T PE 0.0 SOURCE -3.0 SRCE 49.2 (N/A) 0.011 TL 2.20 PV NOTES (HASS): (1) Calculations were performed by the HASS 2023 D computer program in accordance with NFPA (2020) under license no. 64637085 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 0.013 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 33.0 ft/sec at pipe 33. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Fullflow calculations are not done for systems with variable speed pumps. (6) PIPE FITTINGS TABLE HASS Pipe Table Name: standard 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 1.394 1.80 8.00 7.30 2.30 1.00 11.00 0.80 1.598 2.10 9.00 8.40 2.70 1.00 14.00 1.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 11/28/2024\EDMONDS RESIDENCE - LOT 2 14X14 HEAD CAL DOUBLE HEAD.SDF JOB TITLE: EDMONDS RESIDENCE -LOT 2 14X14 CAL DOUBLE HEAD K-3.7 WATER SUPPLY ANALYSIS Static: 65.00 psi Resid: 20.00 psi Flow: 2000.0 gpm t1 1 70.0 60.0 G A U 50.0 2 G E 40.0 P R 30.0 E S 20.0 S U R 10.0 E ( 0.0 p s LEGEND 1 Available pressure 65.00 psi @ 0.00 gpm 2 1 Required pressure 49.16 psi @ 20.0 gpm A. Source Supply Curve B. System Demand Curve 1-14.7 400600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) dote: (1) Dashed Lines indicate extrapolated values from Test Results SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 11/28/2024\EDMONDS RESIDENCE - LOT 2 14X14 HEAD CAL DOUBLE HEAD.SDF JOB TITLE: EDMONDS RESIDENCE -LOT 2 14X14 CAL DOUBLE HEAD K-3.7 WATER SUPPLY CURVE 72+ I I I 66+ 0\\ I \\ I \\ 60+ \\ I \\ I \\ 54+ \\ I \\ I \\ x \\ P 48+ \\ R \\\ E \\ S \\ S 42+ \\ U \\ R \\ E \\\ 36+ \\ P \\ S \\ 130+ \\ I \\ I \\ 24+ \\ I \\ I \\ 20.0 psi @ 2000 gpm-> 18+ Flow Test Point I I =====_________________________ 12+ LEGEND " I' X = Required Water Supply " 49.16 psi @ 20.0 gpm " 6+ " 0 = Available Water Supply " 65.00 psi @ 0.00 gpm " I" 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) HYDRAULIC CALCULATIONS FOR SPRINKLER SYSTEMS EDMONDS RESIDENCE -LOT 2 7905-240TH STREET SOUTHWEST,EDMONDS,WASHINGTON DATE: NOV 28, 2024 -DESIGN DATA - OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): AVAILABLE FLOW AND PRESSURE (@ BOR): SPRINKLER ORIFICE SIZE: NAME OF CONTRACTOR: DESIGN/LAYOUT BY: LIGHT HAZARD 0.05 gpm/sq. ft. 256 sq. ft. 256 sq. ft. 1 sprinklers 13.0 gpm @ 42.8 psi 13.0 gpm @ 42.8 psi 0 gpm @ 65 psi 1/2 inch CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 64637085 ) HRS SYSTEMS, INC. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 11/28/2024\EDMONDS RESIDENCE - LOT 2 16X16 HEAD CAL SINGLE HEAD.SDF JOB TITLE: EDMONDS RESIDENCE -LOT 2 16X16 CAL SINGLE HEAD K-4.9 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 65.0 20.0 2000.0 65.0 13.0 42.8 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 13.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 13.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 29.4 K= 4.90 7.0 13.0 2 29.4 - - - - 7.5 - - - 5 29.4 - - - - 7.8 - - - 6 29.4 - - - - 8.1 - - - 7 29.4 - - - - 8.4 - - - 8 29.4 - - - - 8.7 - - - 9 29.4 - - - - 9.0 - - - 10 29.4 - - - - 9.5 - - - 11 29.4 - - - - 9.7 - - - 12 29.4 - - - - 10.0 - - - 13 29.4 - - - - 10.2 - - - 14 29.4 - - - - 10.5 - - - 15 19.3 - - - - 15.0 - - - 16 19.3 - - - - 15.2 - - - 17 19.3 - - - - 15.3 - - - 18 19.3 - - - - 15.5 - - - 19 19.3 - - - - 15.6 - - - 20 19.3 - - - - 15.8 - - - 21 9.1 - - - - 20.3 - - - 22 9.1 - - - - 20.4 - - - 23 9.1 - - - - 20.5 - - - 24 9.1 - - - - 20.6 - - - 25 9.1 - - - - 20.7 - - - 26 9.1 - - - - 20.9 - - - 27 9.1 - - - - 21.1 - - - 28 9.1 - - - - 21.2 - - - 29 9.1 - - - - 21.3 - - - 30 8.0 - - - - 22.0 - - - 31 6.0 - - - - 22.9 - - - 32 4.0 - - - - 24.0 - - - 33 -3.0 - - - - 27.1 - - - 34 -3.0 - - - - 31.9 - - - 35-WATERME -3.0 - - - - 36.7 - - - SOURCE -3.0 SOURCE 42.8 13.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 11/28/2024\EDMONDS RESIDENCE - LOT 2 16X16 HEAD CAL SINGLE HEAD.SDF JOB TITLE: EDMONDS RESIDENCE -LOT 2 16X16 CAL SINGLE HEAD K-4.9 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 1.101 PL 8.68 PF 0.5 1 29.4 4.9 7.0 13.0 4.4 150 FTG E PE 0.0 2 29.4 0.0 7.5 0.0 0.031 TL 15.68 PV Pipe: 2 -13.0 1.101 PL 3.25 PF 0.3 2 29.4 0.0 7.5 0.0 4.4 150 FTG E PE 0.0 5 29.4 0.0 7.8 0.0 0.031 TL 10.25 PV Pipe: 3 -13.0 1.101 PL 3.75 PF 0.3 5 29.4 0.0 7.8 0.0 4.4 150 FTG T PE 0.0 6 29.4 0.0 8.1 0.0 0.031 TL 9.75 PV Pipe: 4 -13.0 1.101 PL 4.33 PF 0.3 6 29.4 0.0 8.1 0.0 4.4 150 FTG T PE 0.0 7 29.4 0.0 8.4 0.0 0.031 TL 10.33 Pv Pipe: 5 -13.0 1.101 PL 1.57 PF 0.2 7 29.4 0.0 8.4 0.0 4.4 150 FTG T PE 0.0 8 29.4 0.0 8.7 0.0 0.031 TL 7.57 PV Pipe: 6 -13.0 1.101 PL 6.08 PF 0.4 8 29.4 0.0 8.7 0.0 4.4 150 FTG T PE 0.0 9 29.4 0.0 9.0 0.0 0.031 TL 12.08 PV Pipe: 7 -13.0 1.101 PL 7.68 PF 0.4 9 29.4 0.0 9.0 0.0 4.4 150 FTG T PE 0.0 10 29.4 0.0 9.5 0.0 0.031 TL 13.68 Pv Pipe: 8 -13.0 1.101 PL 3.16 PF 0.3 10 29.4 0.0 9.5 0.0 4.4 150 FTG T PE 0.0 11 29.4 0.0 9.7 0.0 0.031 TL 9.16 Pv Pipe: 9 -13.0 1.101 PL 1.83 PF 0.2 11 29.4 0.0 9.7 0.0 4.4 150 FTG T PE 0.0 12 29.4 0.0 10.0 0.0 0.031 TL 7.83 PV Pipe: 10 -13.0 1.101 PL 1.33 PF 0.2 12 29.4 0.0 10.0 0.0 4.4 150 FTG T PE 0.0 13 29.4 0.0 10.2 0.0 0.031 TL 7.33 PV Pipe: 11 -13.0 1.101 PL 2.16 PF 0.3 13 29.4 0.0 10.2 0.0 4.4 150 FTG T PE 0.0 14 29.4 0.0 10.5 0.0 0.031 TL 8.16 PV Pipe: 12 -13.0 1.394 PL 10.18 PF 0.2 14 29.4 0.0 10.5 0.0 2.7 150 FTG E PE 4.4 15 19.3 0.0 15.0 0.0 0.010 TL 18.18 PV Pipe: 13 -13.0 1.394 PL 4.50 PF 0.1 15 19.3 0.0 15.0 0.0 2.7 150 FTG E PE 0.0 16 19.3 0.0 15.2 0.0 0.010 TL 12.50 PV Pipe: 14 -13.0 1.394 PL 7.83 PF 0.1 16 19.3 0.0 15.2 0.0 2.7 150 FTG T PE 0.0 17 19.3 0.0 15.3 0.0 0.010 TL 15.13 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 11/28/2024\EDMONDS RESIDENCE - LOT 2 16X16 HEAD CAL SINGLE HEAD.SDF JOB TITLE: EDMONDS RESIDENCE -LOT 2 16X16 CAL SINGLE HEAD K-4.9 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: 15 -13.0 1.394 PL 12.08 PF 0.2 17 19.3 0.0 15.3 0.0 2.7 150 FTG T PE 0.0 18 19.3 0.0 15.5 0.0 0.010 TL 19.38 PV Pipe: 16 -13.0 1.394 PL 2.93 PF 0.1 18 19.3 0.0 15.5 0.0 2.7 150 FTG T PE 0.0 19 19.3 0.0 15.6 0.0 0.010 TL 10.23 Pv Pipe: 17 -13.0 1.394 PL 8.93 PF 0.2 19 19.3 0.0 15.6 0.0 2.7 150 FTG T PE 0.0 20 19.3 0.0 15.8 0.0 0.010 TL 16.23 PV Pipe: 18 -13.0 1.394 PL 10.18 PF 0.2 20 19.3 0.0 15.8 0.0 2.7 150 FTG E PE 4.4 21 9.1 0.0 20.3 0.0 0.010 TL 18.18 Pv Pipe: 19 -13.0 1.394 PL 0.93 PF 0.1 21 9.1 0.0 20.3 0.0 2.7 150 FTG E PE 0.0 22 9.1 0.0 20.4 0.0 0.010 TL 8.93 PV Pipe: 20 -13.0 1.394 PL 3.57 PF 0.1 22 9.1 0.0 20.4 0.0 2.7 150 FTG T PE 0.0 23 9.1 0.0 20.5 0.0 0.010 TL 10.87 PV Pipe: 21 -13.0 1.394 PL 2.68 PF 0.1 23 9.1 0.0 20.5 0.0 2.7 150 FTG T PE 0.0 24 9.1 0.0 20.6 0.0 0.010 TL 9.98 PV Pipe: 22 -13.0 1.394 PL 2.57 PF 0.1 24 9.1 0.0 20.6 0.0 2.7 150 FTG T PE 0.0 25 9.1 0.0 20.7 0.0 0.010 TL 9.87 PV Pipe: 23 -13.0 1.394 PL 10.41 PF 0.2 25 9.1 0.0 20.7 0.0 2.7 150 FTG T PE 0.0 26 9.1 0.0 20.9 0.0 0.010 TL 17.71 PV Pipe: 24 -13.0 1.394 PL 8.83 PF 0.2 26 9.1 0.0 20.9 0.0 2.7 150 FTG T PE 0.0 27 9.1 0.0 21.1 0.0 0.010 TL 16.13 Pv Pipe: 25 -13.0 1.394 PL 6.00 PF 0.1 27 9.1 0.0 21.1 0.0 2.7 150 FTG T PE 0.0 28 9.1 0.0 21.2 0.0 0.010 TL 13.30 PV Pipe: 26 -13.0 1.394 PL 2.33 PF 0.1 28 9.1 0.0 21.2 0.0 2.7 150 FTG T PE 0.0 29 9.1 0.0 21.3 0.0 0.010 TL 9.63 Pv Pipe: 27 -13.0 1.101 PL 1.08 PF 0.2 29 9.1 0.0 21.3 0.0 4.4 150 FTG E PE 0.5 30 8.0 0.0 22.0 0.0 0.031 TL 8.08 Pv Pipe: 28 -13.0 1.101 PL 2.00 PF 0.1 30 8.0 0.0 22.0 0.0 4.4 150 FTG G PE 0.9 31 6.0 0.0 22.9 0.0 0.031 TL 2.40 PV Pipe: 29 -13.0 1.101 PL 2.00 PF 0.2 31 6.0 0.0 22.9 0.0 4.4 150 FTG T PE 0.9 32 4.0 0.0 24.0 0.0 0.031 TL 8.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 11/28/2024\EDMONDS RESIDENCE - LOT 2 16X16 HEAD CAL SINGLE HEAD.SDF JOB TITLE: EDMONDS RESIDENCE -LOT 2 16X16 CAL SINGLE HEAD K-4.9 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: 30 -13.0 1.101 PL 7.00 PF 0.0 32 4.0 0.0 24.0 0.0 2.1 150 FTG G PE 3.0 33 -3.0 0.0 27.1 0.0 0.031 TL 8.00 PV Pipe: 31 -13.0 1.598 PL 50.00 PF 4.8 33 -3.0 0.0 27.1 0.0 4.4 150 FTG E PE 0.0 34 -3.0 0.0 31.9 0.0 0.005 TL 57.00 PV Pipe: 32 -13.0 1.598 PL 50.00 PF 4.8 34 -3.0 0.0 31.9 0.0 4.4 150 FTG E PE 0.0 35-WATERME -3.0 0.0 36.7 0.0 0.005 TL 57.00 PV Pipe: 33 -13.0 1.598 PL 2.00 PF 6.0 35-WATERME -3.0 0.0 36.7 0.0 21.2 150 FTG T PE 0.0 SOURCE -3.0 SRCE 42.8 (N/A) 0.005 TL 2.20 PV NOTES (HASS): (1) Calculations were performed by the HASS 2023 D computer program in accordance with NFPA (2020) under license no. 64637085 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 0.015 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 21.2 ft/sec at pipe 33. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Fullflow calculations are not done for systems with variable speed pumps. (6) PIPE FITTINGS TABLE HASS Pipe Table Name: standard 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 1.394 1.80 8.00 7.30 2.30 1.00 11.00 0.80 1.598 2.10 9.00 8.40 2.70 1.00 14.00 1.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 11/28/2024\EDMONDS RESIDENCE - LOT 2 16X16 HEAD CAL SINGLE HEAD.SDF JOB TITLE: EDMONDS RESIDENCE -LOT 2 16X16 CAL SINGLE HEAD K-4.9 WATER SUPPLY ANALYSIS Static: 65.00 psi Resid: 20.00 psi Flow: 2000.0 gpm t1 1 70.0 60.0 G A U 50.0 G E 2 40.0 P R 30.0 E S 20.0 S U R 10.0 E ( 0.0 p s LEGEND 1 Available pressure 65.00 psi @ 0.00 gpm 2 1 Required pressure 42.77 psi @ 13.0 gpm A. Source Supply Curve B. System Demand Curve 1-14.7 400600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) dote: (1) Dashed Lines indicate extrapolated values from Test Results SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 11/28/2024\EDMONDS RESIDENCE - LOT 2 16X16 HEAD CAL SINGLE HEAD.SDF JOB TITLE: EDMONDS RESIDENCE -LOT 2 16X16 CAL SINGLE HEAD K-4.9 WATER SUPPLY CURVE 72+ I I I 66+ 0\\ I \\ I \\ 60+ \\ I \\ I \\ 54+ \\ I \\ I \\ I \\ P 48+ \\ R \\\ E \\ S x \\ S 42+ \\ U \\ R \\ E \\\ 36+ \\ P \\ S \\ 130+ \\ I \\ I \\ 24+ \\ I \\ I \\ 20.0 psi @ 2000 gpm-> 18+ Flow Test Point I I =====_________________________ 12+ LEGEND " I' X = Required Water Supply " 42.77 psi @ 13.0 gpm " 6+ " 0 = Available Water Supply " 65.00 psi @ 0.00 gpm " I" 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM)