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NISQUALLY LANDING C Hydraulic Calcs HANFORD, WA OFFICE TEL (509) 373.8895 FAX (509) 373.8919 VANCOUVER, WA OFFICE TEL (360) 699.4403 PORTLAND (503) 222.6001 FAX (360) 699.4485 PATRIFP099CF SPOKANE, WA OFFICE TEL (509) 926.3428 FAX (509) 926.3708 BUILDING C Hydraulic Calculations 17021 103rd AVENUE SE YELM, WA 98597 Patriot Project No. 17-0575 Submitted To: City of Yelm General Contractor Exxel Pacific PATRIOT FIRE PROTECTION, INC. 2707 70TH AVE E TACOMA, WA 98424 HYDRAULIC CALCULATIONS FOR NISQUALLY LANDING 3 Head Calculation Building C FILE NUMBER: 17-0575 DATE: JUL 6, 2022 -DESIGN DATA- OCCUPANCY CLASSIFICATION: Residential 13R DENSITY: .05 gpm/sq. ft. AREA OF APPLICATION: 3 heads COVERAGE PER SPRINKLER: 16’ x 16’ NUMBER OF SPRINKLERS CALCULATED: 3 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 40.2 gpm TOTAL WATER REQUIRED (including hose): 40.3 gpm FLOW AND PRESSURE (@ BOR): 40.3 gpm @ 26.3 psi SPRINKLER ORIFICE SIZE: 4.9 K-Factor NAME OF CONTRACTOR: Patriot FIre Protection, Inc. DESIGN/LAYOUT BY: JOSEPH JOHNSON AUTHORITY HAVING JURISDICTION: City of Yelm CONTRACTOR CERTIFICATION NUMBER: PATRIFP099CF CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 64620537 ) HRS SYSTEMS, INC. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2DATE: 7/6/2022\HYDRAULIC CALCULATIONS\NISQUALLY LANDING C\NISQUALLY C.SDFJOB TITLE: NISQUALLY C WATER SUPPLY ANALYSIS Static: 53.00 psi Resid: 47.00 psi Flow: 1160.0 gpm -14.7 0.0 10.0 20.0 30.0 40.0 50.0 60.0 400 600 800 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 52.99 psi @ 40.3 gpm 2 Required pressure 33.25 psi @ 40.3 gpm A. Source Supply Curve B. System Demand Curve SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3DATE: 7/6/2022\HYDRAULIC CALCULATIONS\NISQUALLY LANDING C\NISQUALLY C.SDFJOB TITLE: NISQUALLY C NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ’D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) CITY 53.0 47.0 1160.0 53.0 40.3 33.3 Available pressure is 19.7 psi (37%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 40.3 GPMTOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPMOTHER HOSE STREAM ALLOWANCES 0.0 GPMTOTAL DISCHARGE FROM ACTIVE SPRINKLERS 40.3 GPM NODE ANALYSIS DATANODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) S1 30.0 K= 4.90 7.5 13.4 S2 30.0 K= 4.90 7.0 13.0 S3 30.0 K= 4.90 8.0 13.9 C32.5 30.0 - - - - 8.2 - - - C31 30.0 - - - - 8.0 - - - C32 30.0 - - - - 8.1 - - - C33 30.0 - - - - 10.4 - - - C34 30.0 - - - - 11.8 - - - 10 9.7 - - - - 21.8 - - - TR 8.7 - - - - 22.6 - - - FLG 0.5 - - - - 26.3 - - - DD2 -4.0 - - - - 28.2 - - - DD1 -4.0 - - - - 33.2 - - - CITY -4.0 SOURCE 33.3 40.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4DATE: 7/6/2022\HYDRAULIC CALCULATIONS\NISQUALLY LANDING C\NISQUALLY C.SDFJOB TITLE: NISQUALLY C NFPA PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt)Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) NotesTo Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 Source 0.0 14.00 140 0.0 CITY -4.0 33.3 40.3 DD2 D6.000 T:47.0 52.00 0.0 DD1 -4.0 33.2 40.3 6.280 G: 5.0 66.00 0.000 0.0 Pipe: 2 0.0 Fixed Pressure Loss Device DD1 -4.0 33.2 40.2 FLG 5.0 psi, 40.2 gpm DD2 -4.0 28.2 40.2 Pipe: 3 0.0 0.0 159.60 140 2.0 DD2 -4.0 28.2 40.2 TR D6.000 4E:88.0 88.00 1.9 FLG 0.5 26.3 40.2 6.280 247.60 0.000 0.0 Pipe: 4 0.0 0.0 8.25 150 3.6 FLG 0.5 26.3 40.2 10 F2.000 ---- 0.00 3.5 TR 8.7 22.6 40.2 2.003 8.25 0.013 0.1 Pipe: 5 0.0 0.0 7.75 150 0.9 TR 8.7 22.6 40.2 C34 F2.000 2E:11.4 23.40 0.4 10 9.7 21.8 40.2 2.003 T:12.0 31.15 0.013 0.4 Pipe: 7 0.0 0.0 21.75 150 10.0 10 9.7 21.8 40.2 C33 F1.500 2E: 8.0 8.00 8.8 C34 30.0 11.8 40.2 1.598 29.75 0.040 1.2 Pipe: 8 0.0 0.0 21.50 150 1.4 C34 30.0 11.8 40.2 C32.5 F1.500 E: 4.0 12.40 0.0 C33 30.0 10.4 40.2 1.598 T: 8.4 33.90 0.040 1.4 Pipe: 8A 0.0 13.9 S3 53.75 150 2.2 C33 30.0 10.4 26.4 C32 F1.500 ---- 0.00 0.0 C32.5 30.0 8.2 40.2 1.598 53.75 0.040 2.2 Pipe: 9 0.0 13.0 S2 6.25 150 0.1 C32.5 30.0 8.2 13.4 C31 F1.500 ---- 0.00 0.0 C32 30.0 8.1 26.4 1.598 6.25 0.018 0.1 Pipe: 10 0.0 0.0 4.33 150 0.1 C32 30.0 8.1 13.4 S1 F1.000 ---- 0.00 0.0 C31 30.0 8.0 13.4 1.101 4.33 0.032 0.1 Pipe: 11 4.90 13.9 Disch 0.50 150 0.2 C32.5 30.0 8.2 0.0 F1.000 T: 6.0 6.00 0.0 S3 30.0 8.0 13.9 1.101 6.50 0.035 0.2 Pipe: 12 4.90 13.0 Disch 20.50 150 1.1 C32 30.0 8.1 0.0 F1.000 E: 2.5 14.50 0.0 S2 30.0 7.0 13.0 1.101 2T:12.0 35.00 0.031 1.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5DATE: 7/6/2022\HYDRAULIC CALCULATIONS\NISQUALLY LANDING C\NISQUALLY C.SDFJOB TITLE: NISQUALLY C Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt)Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) NotesTo Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 13 4.90 13.4 Disch 5.00 150 0.5 C31 30.0 8.0 0.0 F1.000 2E: 5.0 11.00 0.0 S1 30.0 7.5 13.4 1.101 T: 6.0 16.00 0.032 0.5 NOTES (HASS): (1) Calculations were performed by the HASS 8.8 R4 D computer program in accordance with NFPA13 (2019) under license no. 64620537 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 0.007 gpm and a maximum imbalance at any node of 0.093 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 6.4 ft/sec at pipe 8. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node CITY under full flow conditions is 52.97 psi with a flow of 64.06 gpm. (6) PIPE FITTINGS TABLE HASS Pipe Table Name: standard.pip PAGE: D MATERIAL: DIRON HWC: 140Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N F Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee F45Ell 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 11.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6DATE: 7/6/2022\HYDRAULIC CALCULATIONS\NISQUALLY LANDING C\NISQUALLY C.SDFJOB TITLE: NISQUALLY C PAGE: F MATERIAL: CPVC HWC: 150Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 Ell Tee RunT Kplg ChkVlv Gate 1.101 1.40 2.50 6.00 1.70 1.00 8.00 0.40 1.598 2.10 4.00 8.40 2.70 1.00 14.00 1.00 2.003 2.60 5.70 12.00 4.00 1.00 17.00 1.50 PATRIOT FIRE PROTECTION, INC. 2707 70TH AVE E TACOMA, WA 98424 HYDRAULIC CALCULATIONS FOR NISQUALLY LANDING 4 Head Calculation Building C FILE NUMBER: 17-0575 DATE: JUL 6, 2022 -DESIGN DATA- OCCUPANCY CLASSIFICATION: Residential 13R DENSITY: .05 gpm/sq. ft. AREA OF APPLICATION: 4 heads COVERAGE PER SPRINKLER: 16’ x 16’ NUMBER OF SPRINKLERS CALCULATED: 4 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 55.3 gpm TOTAL WATER REQUIRED (including hose): 55.3 gpm FLOW AND PRESSURE (@ BOR): 55.3 gpm @ 29.7 psi SPRINKLER ORIFICE SIZE: 4.9 K-Factor NAME OF CONTRACTOR: Patriot FIre Protection, Inc. DESIGN/LAYOUT BY: JOSEPH JOHNSON AUTHORITY HAVING JURISDICTION: City of Yelm CONTRACTOR CERTIFICATION NUMBER: PATRIFP099CF CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 64620537 ) HRS SYSTEMS, INC. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2DATE: 7/6/2022ALCULATIONS\NISQUALLY LANDING C\NISQUALLY C 4 HEAD CALC.SDFJOB TITLE: NISQUALLY C WATER SUPPLY ANALYSIS Static: 53.00 psi Resid: 47.00 psi Flow: 1160.0 gpm -14.7 0.0 10.0 20.0 30.0 40.0 50.0 60.0 400 600 800 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 52.98 psi @ 55.3 gpm 2 Required pressure 36.69 psi @ 55.3 gpm A. Source Supply Curve B. System Demand Curve SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3DATE: 7/6/2022ALCULATIONS\NISQUALLY LANDING C\NISQUALLY C 4 HEAD CALC.SDFJOB TITLE: NISQUALLY C NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ’D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) CITY 53.0 47.0 1160.0 53.0 55.3 36.7 Available pressure is 16.3 psi (31%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 55.3 GPMTOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPMOTHER HOSE STREAM ALLOWANCES 0.0 GPMTOTAL DISCHARGE FROM ACTIVE SPRINKLERS 55.3 GPM NODE ANALYSIS DATANODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) S10 30.0 K= 4.90 7.0 13.0 S11 30.0 K= 4.90 7.2 13.1 S11A 30.0 - - - - 7.4 - - - S12 30.0 K= 4.90 8.6 14.4 S13 30.0 K= 4.90 9.1 14.8 C41 30.0 - - - - 8.3 - - - C42 30.0 - - - - 9.5 - - - C43 30.0 - - - - 9.6 - - - C33 30.0 - - - - 11.3 - - - C34 30.0 - - - - 13.8 - - - 10 9.7 - - - - 24.8 - - - TR 8.7 - - - - 26.0 - - - FLG 0.5 - - - - 29.7 - - - DD2 -4.0 - - - - 31.7 - - - DD1 -4.0 - - - - 36.7 - - - CITY -4.0 SOURCE 36.7 55.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4DATE: 7/6/2022ALCULATIONS\NISQUALLY LANDING C\NISQUALLY C 4 HEAD CALC.SDFJOB TITLE: NISQUALLY C NFPA PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt)Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) NotesTo Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 Source 0.0 14.00 140 0.0 CITY -4.0 36.7 55.3 DD2 D6.000 T:47.0 52.00 0.0 DD1 -4.0 36.7 55.3 6.280 G: 5.0 66.00 0.000 0.0 Pipe: 2 0.0 Fixed Pressure Loss Device DD1 -4.0 36.7 55.3 FLG 5.0 psi, 55.3 gpm DD2 -4.0 31.7 55.3 Pipe: 3 0.0 0.0 159.60 140 2.0 DD2 -4.0 31.7 55.3 TR D6.000 4E:88.0 88.00 1.9 FLG 0.5 29.7 55.3 6.280 247.60 0.000 0.0 Pipe: 4 0.0 0.0 8.25 150 3.7 FLG 0.5 29.7 55.3 10 F2.000 ---- 0.00 3.5 TR 8.7 26.0 55.3 2.003 8.25 0.024 0.2 Pipe: 5 0.0 0.0 7.75 150 1.2 TR 8.7 26.0 55.3 C34 F2.000 2E:11.4 23.40 0.4 10 9.7 24.8 55.3 2.003 T:12.0 31.15 0.024 0.8 Pipe: 7 0.0 0.0 21.75 150 11.0 10 9.7 24.8 55.3 C33 F1.500 2E: 8.0 8.00 8.8 C34 30.0 13.8 55.3 1.598 29.75 0.073 2.2 Pipe: 8 0.0 0.0 21.50 150 2.5 C34 30.0 13.8 55.3 C43 F1.500 E: 4.0 12.40 0.0 C33 30.0 11.3 55.3 1.598 T: 8.4 33.90 0.073 2.5 Pipe: 8A 0.0 14.8 S13 23.33 150 1.7 C33 30.0 11.3 40.5 C42 F1.500 ---- 0.00 0.0 C43 30.0 9.6 55.3 1.598 23.33 0.073 1.7 Pipe: 9 0.0 14.4 S12 4.50 150 0.2 C43 30.0 9.6 26.1 C41 F1.500 ---- 0.00 0.0 C42 30.0 9.5 40.5 1.598 4.50 0.041 0.2 Pipe: 10 0.0 0.0 10.50 150 1.2 C42 30.0 9.5 26.1 S11A F1.000 ---- 0.00 0.0 C41 30.0 8.3 26.1 1.101 10.50 0.111 1.2 Pipe: 11 4.90 14.8 Disch 4.50 150 0.5 C43 30.0 9.6 0.0 F1.000 E: 2.5 8.50 0.0 S13 30.0 9.1 14.8 1.101 T: 6.0 13.00 0.039 0.5 Pipe: 12 4.90 14.4 Disch 8.17 150 0.8 C42 30.0 9.5 0.0 F1.000 E: 2.5 14.50 0.0 S12 30.0 8.6 14.4 1.101 2T:12.0 22.67 0.037 0.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5DATE: 7/6/2022ALCULATIONS\NISQUALLY LANDING C\NISQUALLY C 4 HEAD CALC.SDFJOB TITLE: NISQUALLY C Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt)Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) NotesTo Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 13 0.0 13.0 S10 2.17 150 0.9 C41 30.0 8.3 13.1 S11 F1.000 T: 6.0 6.00 0.0 S11A 30.0 7.4 26.1 1.101 8.17 0.111 0.9 Pipe: 14 4.90 13.1 Disch 0.50 150 0.2 S11A 30.0 7.4 0.0 F1.000 T: 6.0 6.00 0.0 S11 30.0 7.2 13.1 1.101 6.50 0.031 0.2 Pipe: 15 4.90 13.0 Disch 8.50 150 0.3 S11A 30.0 7.4 0.0 F1.000 E: 2.5 2.50 0.0 S10 30.0 7.0 13.0 1.101 11.00 0.031 0.3 NOTES (HASS): (1) Calculations were performed by the HASS 8.8 R4 D computer program in accordance with NFPA13 (2019) under license no. 64620537 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 0.007 gpm and a maximum imbalance at any node of 0.101 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 8.8 ft/sec at pipe 8A. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node CITY under full flow conditions is 52.96 psi with a flow of 78.49 gpm. (6) PIPE FITTINGS TABLE HASS Pipe Table Name: standard.pip SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6DATE: 7/6/2022ALCULATIONS\NISQUALLY LANDING C\NISQUALLY C 4 HEAD CALC.SDFJOB TITLE: NISQUALLY C PAGE: D MATERIAL: DIRON HWC: 140Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N F Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee F45Ell 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 11.00 PAGE: F MATERIAL: CPVC HWC: 150Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 Ell Tee RunT Kplg ChkVlv Gate 1.101 1.40 2.50 6.00 1.70 1.00 8.00 0.40 1.598 2.10 4.00 8.40 2.70 1.00 14.00 1.00 2.003 2.60 5.70 12.00 4.00 1.00 17.00 1.50 PATRIOT FIRE PROTECTION, INC. 2707 70TH AVE E TACOMA, WA 98424 HYDRAULIC CALCULATIONS FOR NISQUALLY LANDING SINGLE Head Calculation Building C FILE NUMBER: 17-0575 DATE: JUL 7, 2022 -DESIGN DATA- OCCUPANCY CLASSIFICATION: Residential 13R DENSITY: .05 gpm/sq. ft. AREA OF APPLICATION: 1 heads COVERAGE PER SPRINKLER: 20’ x 20’ NUMBER OF SPRINKLERS CALCULATED: 1 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 20.0 gpm TOTAL WATER REQUIRED (including hose): 20.0 gpm FLOW AND PRESSURE (@ FLG): 20.0 gpm @ 32.7 psi SPRINKLER ORIFICE SIZE: 4.9 K-Factor NAME OF CONTRACTOR: Patriot FIre Protection, Inc. DESIGN/LAYOUT BY: JOSEPH JOHNSON AUTHORITY HAVING JURISDICTION: City of Yelm CONTRACTOR CERTIFICATION NUMBER: PATRIFP099CF CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 64620537 ) HRS SYSTEMS, INC. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2DATE: 7/7/2022ALCULATIONS\NISQUALLY LANDING C\NISQUALLY C SINGLE HEAD.SDFJOB TITLE: NISQUALLY C WATER SUPPLY ANALYSIS Static: 53.00 psi Resid: 47.00 psi Flow: 1160.0 gpm -14.7 0.0 10.0 20.0 30.0 40.0 50.0 60.0 400 600 800 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 53.00 psi @ 20.0 gpm 2 Required pressure 39.65 psi @ 20.0 gpm A. Source Supply Curve B. System Demand Curve SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3DATE: 7/7/2022ALCULATIONS\NISQUALLY LANDING C\NISQUALLY C SINGLE HEAD.SDFJOB TITLE: NISQUALLY C NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ’D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) CITY 53.0 47.0 1160.0 53.0 20.0 39.6 Available pressure is 13.4 psi (25%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 20.0 GPMTOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPMOTHER HOSE STREAM ALLOWANCES 0.0 GPMTOTAL DISCHARGE FROM ACTIVE SPRINKLERS 20.0 GPM NODE ANALYSIS DATANODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) S20 30.0 K= 4.90 16.7 20.0 C32.5 30.0 - - - - 18.5 - - - C32 30.0 - - - - 18.4 - - - C33 30.0 - - - - 19.1 - - - C34 30.0 - - - - 19.4 - - - 10 9.7 - - - - 28.6 - - - TR 8.7 - - - - 29.1 - - - FLG 0.5 - - - - 32.7 - - - DD2 -4.0 - - - - 34.6 - - - DD1 -4.0 - - - - 39.6 - - - CITY -4.0 SOURCE 39.6 20.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4DATE: 7/7/2022ALCULATIONS\NISQUALLY LANDING C\NISQUALLY C SINGLE HEAD.SDFJOB TITLE: NISQUALLY C NFPA PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt)Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) NotesTo Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 Source 0.0 14.00 140 0.0 CITY -4.0 39.6 20.0 DD2 D6.000 T:47.0 52.00 0.0 DD1 -4.0 39.6 20.0 6.280 G: 5.0 66.00 0.000 0.0 Pipe: 2 0.0 Fixed Pressure Loss Device DD1 -4.0 39.6 20.0 FLG 5.0 psi, 20.0 gpm DD2 -4.0 34.6 20.0 Pipe: 3 0.0 0.0 159.60 140 2.0 DD2 -4.0 34.6 20.0 TR D6.000 4E:88.0 88.00 1.9 FLG 0.5 32.7 20.0 6.280 247.60 0.000 0.0 Pipe: 4 0.0 0.0 8.25 150 3.6 FLG 0.5 32.7 20.0 10 F2.000 ---- 0.00 3.5 TR 8.7 29.1 20.0 2.003 8.25 0.004 0.0 Pipe: 5 0.0 0.0 7.75 150 0.5 TR 8.7 29.1 20.0 C34 F2.000 2E:11.4 23.40 0.4 10 9.7 28.6 20.0 2.003 T:12.0 31.15 0.004 0.1 Pipe: 7 0.0 0.0 21.75 150 9.1 10 9.7 28.6 20.0 C33 F1.500 2E: 8.0 8.00 8.8 C34 30.0 19.4 20.0 1.598 29.75 0.011 0.3 Pipe: 8 0.0 0.0 21.50 150 0.4 C34 30.0 19.4 20.0 C32.5 F1.500 E: 4.0 12.40 0.0 C33 30.0 19.1 20.0 1.598 T: 8.4 33.90 0.011 0.4 Pipe: 8A 0.0 0.0 53.75 150 0.6 C33 30.0 19.1 20.0 C32 F1.500 ---- 0.00 0.0 C32.5 30.0 18.5 20.0 1.598 53.75 0.011 0.6 Pipe: 9 0.0 0.0 6.25 150 0.1 C32.5 30.0 18.5 20.0 S20 F1.500 ---- 0.00 0.0 C32 30.0 18.4 20.0 1.598 6.25 0.011 0.1 Pipe: 12 4.90 20.0 Disch 17.00 150 1.7 C32 30.0 18.4 0.0 F1.000 E: 2.5 8.50 0.0 S20 30.0 16.7 20.0 1.101 T: 6.0 25.50 0.068 1.7 NOTES (HASS): (1) Calculations were performed by the HASS 8.8 R4 D computer program in accordance with NFPA13 (2019) under license no. 64620537 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5DATE: 7/7/2022ALCULATIONS\NISQUALLY LANDING C\NISQUALLY C SINGLE HEAD.SDFJOB TITLE: NISQUALLY C (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 0.051 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 6.7 ft/sec at pipe 12. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node CITY under full flow conditions is 52.99 psi with a flow of 25.91 gpm. (6) PIPE FITTINGS TABLE HASS Pipe Table Name: standard.pip PAGE: D MATERIAL: DIRON HWC: 140Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N F Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee F45Ell 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 11.00 PAGE: F MATERIAL: CPVC HWC: 150Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 Ell Tee RunT Kplg ChkVlv Gate 1.101 1.40 2.50 6.00 1.70 1.00 8.00 0.40 1.598 2.10 4.00 8.40 2.70 1.00 14.00 1.00 2.003 2.60 5.70 12.00 4.00 1.00 17.00 1.50