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NISQUALLY LANDING B 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 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 4-Head Calculation Building B FILE NUMBER: 17-0575 DATE: JUN 28, 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: 53.2 gpm TOTAL WATER REQUIRED (including hose): 53.2 gpm FLOW AND PRESSURE (@ BOR): 53.2 gpm @ 35.4 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: 6/28/2022Y LANDING\DOCUMENTS\HYDRAULIC CALCULATIONS\NISQUALLY B.SDFJOB TITLE: NISQUALLY B 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 @ 53.2 gpm 2 Required pressure 42.33 psi @ 53.2 gpm A. Source Supply Curve B. System Demand Curve SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3DATE: 6/28/2022Y LANDING\DOCUMENTS\HYDRAULIC CALCULATIONS\NISQUALLY B.SDFJOB TITLE: NISQUALLY B 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 53.2 42.3 Available pressure is 10.7 psi (20%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 53.2 GPMTOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPMOTHER HOSE STREAM ALLOWANCES 0.0 GPMTOTAL DISCHARGE FROM ACTIVE SPRINKLERS 53.2 GPM NODE ANALYSIS DATANODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) S1 30.0 K= 4.87 7.5 13.3 S2 30.0 K= 4.87 7.1 13.0 S3 30.0 K= 4.87 7.8 13.6 S4 30.0 K= 4.87 7.5 13.3 S4A 30.0 - - - - 7.8 - - - 41 30.0 - - - - 7.7 - - - 42 30.0 - - - - 8.0 - - - 42.5 30.0 - - - - 8.2 - - - 43 30.0 - - - - 18.7 - - - 44 30.0 - - - - 21.0 - - - 10 9.7 - - - - 30.4 - - - TR 8.7 - - - - 31.6 - - - FLG 0.5 - - - - 35.4 - - - DD2 -4.0 - - - - 37.3 - - - DD1 -4.0 - - - - 42.3 - - - CITY -4.0 SOURCE 42.3 53.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4DATE: 6/28/2022Y LANDING\DOCUMENTS\HYDRAULIC CALCULATIONS\NISQUALLY B.SDFJOB TITLE: NISQUALLY B 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 19.00 140 0.0 CITY -4.0 42.3 53.2 DD2 D6.000 T:47.0 52.00 0.0 DD1 -4.0 42.3 53.2 6.280 G: 5.0 71.00 0.000 0.0 Pipe: 2 0.0 Fixed Pressure Loss Device DD1 -4.0 42.3 53.2 FLG 5.0 psi, 53.2 gpm DD2 -4.0 37.3 53.2 Pipe: 3 0.0 0.0 43.50 140 2.0 DD2 -4.0 37.3 53.2 TR D6.000 3E:66.0 66.00 1.9 FLG 0.5 35.4 53.2 6.280 109.50 0.000 0.0 Pipe: 4 0.0 0.0 8.25 150 3.7 FLG 0.5 35.4 53.2 10 F2.000 ---- 0.00 3.5 TR 8.7 31.6 53.2 2.003 8.25 0.023 0.2 Pipe: 5 0.0 0.0 7.00 150 1.2 TR 8.7 31.6 53.2 44 F2.000 3E:17.1 29.10 0.4 10 9.7 30.4 53.2 2.003 T:12.0 36.10 0.023 0.8 Pipe: 6 0.0 0.0 20.34 150 9.4 10 9.7 30.4 53.2 43 F2.000 E: 5.7 5.70 8.8 44 30.0 21.0 53.2 2.003 26.04 0.023 0.6 Pipe: 7 0.0 0.0 21.75 150 2.3 44 30.0 21.0 53.2 42.5 F1.500 E: 4.0 12.40 0.0 43 30.0 18.7 53.2 1.598 T: 8.4 34.15 0.068 2.3 Pipe: 8 0.0 13.3 S4A 155.33 150 10.5 43 30.0 18.7 39.9 42 F1.500 ---- 0.00 0.0 42.5 30.0 8.2 53.2 1.598 155.33 0.068 10.5 Pipe: 8A 0.0 13.6 S3 3.25 150 0.1 42.5 30.0 8.2 26.3 41 F1.500 ---- 0.00 0.0 42 30.0 8.0 39.9 1.598 3.25 0.040 0.1 Pipe: 9 0.0 13.0 S2 9.25 150 0.3 42 30.0 8.0 13.3 S1 F1.500 T: 8.4 8.40 0.0 41 30.0 7.7 26.3 1.598 17.65 0.018 0.3 Pipe: 10 0.0 0.0 6.25 150 0.4 42.5 30.0 8.2 13.3 S4 F1.000 T: 6.0 6.00 0.0 S4A 30.0 7.8 13.3 1.101 12.25 0.032 0.4 Pipe: 10A 4.87 13.3 Disch 4.00 150 0.3 S4A 30.0 7.8 0.0 F1.000 T: 6.0 6.00 0.0 S4 30.0 7.5 13.3 1.101 10.00 0.032 0.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5DATE: 6/28/2022Y LANDING\DOCUMENTS\HYDRAULIC CALCULATIONS\NISQUALLY B.SDFJOB TITLE: NISQUALLY B 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: 11 4.87 13.6 Disch 1.50 150 0.2 42 30.0 8.0 0.0 F1.000 T: 6.0 6.00 0.0 S3 30.0 7.8 13.6 1.101 7.50 0.033 0.2 Pipe: 12 4.87 13.3 Disch 5.00 150 0.2 41 30.0 7.7 0.0 F1.000 E: 2.5 2.50 0.0 S1 30.0 7.5 13.3 1.101 7.50 0.032 0.2 Pipe: 13 4.87 13.0 Disch 13.00 150 0.6 41 30.0 7.7 0.0 F1.000 T: 6.0 6.00 0.0 S2 30.0 7.1 13.0 1.101 19.00 0.031 0.6 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 0.012 gpm and a maximum imbalance at any node of 0.179 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 8.5 ft/sec at pipe 7. (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 65.17 gpm. (6) PIPE FITTINGS TABLE HASS Pipe Table Name: standard.pip SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6DATE: 6/28/2022Y LANDING\DOCUMENTS\HYDRAULIC CALCULATIONS\NISQUALLY B.SDFJOB TITLE: NISQUALLY B 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 B FILE NUMBER: 17-0575 DATE: JUN 29, 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 (@ BOR): 20.0 gpm @ 34.0 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: 6/29/2022UMENTS\HYDRAULIC CALCULATIONS\NISQUALLY B SINGLE HEADS.SDFJOB TITLE: NISQUALLY B 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 40.96 psi @ 20.0 gpm A. Source Supply Curve B. System Demand Curve SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3DATE: 6/29/2022UMENTS\HYDRAULIC CALCULATIONS\NISQUALLY B SINGLE HEADS.SDFJOB TITLE: NISQUALLY B 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 41.0 Available pressure is 12.0 psi (23%) 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) S10 30.0 K= 4.87 16.9 20.0 41 30.0 - - - - 18.6 - - - 42 30.0 - - - - 18.8 - - - 42.5 30.0 - - - - 18.9 - - - 43 30.0 - - - - 20.6 - - - 44 30.0 - - - - 21.0 - - - 10 9.7 - - - - 29.9 - - - TR 8.7 - - - - 30.4 - - - FLG 0.5 - - - - 34.0 - - - DD2 -4.0 - - - - 36.0 - - - DD1 -4.0 - - - - 41.0 - - - CITY -4.0 SOURCE 41.0 20.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4DATE: 6/29/2022UMENTS\HYDRAULIC CALCULATIONS\NISQUALLY B SINGLE HEADS.SDFJOB TITLE: NISQUALLY B 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 19.00 140 0.0 CITY -4.0 41.0 20.0 DD2 D6.000 T:47.0 52.00 0.0 DD1 -4.0 41.0 20.0 6.280 G: 5.0 71.00 0.000 0.0 Pipe: 2 0.0 Fixed Pressure Loss Device DD1 -4.0 41.0 20.0 FLG 5.0 psi, 20.0 gpm DD2 -4.0 36.0 20.0 Pipe: 3 0.0 0.0 43.50 140 2.0 DD2 -4.0 36.0 20.0 TR D6.000 3E:66.0 66.00 1.9 FLG 0.5 34.0 20.0 6.280 109.50 0.000 0.0 Pipe: 4 0.0 0.0 8.25 150 3.6 FLG 0.5 34.0 20.0 10 F2.000 ---- 0.00 3.5 TR 8.7 30.4 20.0 2.003 8.25 0.004 0.0 Pipe: 5 0.0 0.0 7.00 150 0.6 TR 8.7 30.4 20.0 44 F2.000 3E:17.1 29.10 0.4 10 9.7 29.9 20.0 2.003 T:12.0 36.10 0.004 0.1 Pipe: 6 0.0 0.0 20.34 150 8.9 10 9.7 29.9 20.0 43 F2.000 E: 5.7 5.70 8.8 44 30.0 21.0 20.0 2.003 26.04 0.004 0.1 Pipe: 7 0.0 0.0 21.75 150 0.4 44 30.0 21.0 20.0 42.5 F1.500 E: 4.0 12.40 0.0 43 30.0 20.6 20.0 1.598 T: 8.4 34.15 0.011 0.4 Pipe: 8 0.0 0.0 155.33 150 1.7 43 30.0 20.6 20.0 42 F1.500 ---- 0.00 0.0 42.5 30.0 18.9 20.0 1.598 155.33 0.011 1.7 Pipe: 8A 0.0 0.0 3.25 150 0.0 42.5 30.0 18.9 20.0 41 F1.500 ---- 0.00 0.0 42 30.0 18.8 20.0 1.598 3.25 0.011 0.0 Pipe: 9 0.0 0.0 9.25 150 0.2 42 30.0 18.8 20.0 S10 F1.500 T: 8.4 8.40 0.0 41 30.0 18.6 20.0 1.598 17.65 0.011 0.2 Pipe: 12 4.87 20.0 Disch 23.50 150 1.8 41 30.0 18.6 0.0 F1.000 E: 2.5 2.50 0.0 S10 30.0 16.9 20.0 1.101 26.00 0.068 1.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5DATE: 6/29/2022UMENTS\HYDRAULIC CALCULATIONS\NISQUALLY B SINGLE HEADS.SDFJOB TITLE: NISQUALLY B 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 0.016 gpm and a maximum imbalance at any node of 0.174 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 53.00 psi with a flow of 25.11 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