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15 Apertments (Yelm) - Hyd Calc COLUMBIA FIRE 111 S. FINDLAY ST. SEATTLE, WA. 98108 HYDRAULIC CALCULATIONS FOR 15 UNIT APARTMENTS BLDG. 2 315 WASHINGTON ST. SW YELM, WA. 98597 DRAWING NUMBER: C2215 DATE: 6/10/22 -DESIGN DATA- REMOTE AREA NUMBER: 1 REMOTE AREA LOCATION: LAUNDRY ROOM OCCUPANCY CLASSIFICATION: ORD. I DENSITY: .15 gpm/sq. ft. AREA OF APPLICATION: ENTIRE AREA sq. ft. COVERAGE PER SPRINKLER: 97.5 sq. ft. TYPE OF SPRINKLERS CALCULATED: QR PENDENT NUMBER OF SPRINKLERS CALCULATED: 2 HOSE-STREAM DEMAND: 250 gpm TOTAL WATER REQUIRED (INCLUDING HOSE): 315.3 gpm FLOW AND PRESSURE (AT BASE OF RISER): 30.3 gpm @ 25.9 psi TYPE OF SYSTEM: WET WATER SUPPLY Source: CITY MAIN Test Date: 5/12/22 Test By: YELM CIVIL ENGINEER Location: SOLBEERG/MC KENZIE Static: 55 psi Residual: 52 psi Flow: 1160 gpm Source Elevation Relative to Finished Flow Level: 0 ft. INSTALLING CONTRACTOR Name: COLUMBIA FIRE Address: 111 S. FINDLAY ST SEATTLE, WA. 98108 Phone: 206-232-8569 Certification number: COLUMFI952MG NAME OF DESIGNER: STEVE ADAMSON AUTHORITY HAVING JURISDICTION: YELM F.M. NOTES: Calculations performed by HASS under license # 64623395 , granted by HRS SYSTEMS, INC. (Notes continue after pipe calculations results.) (Notes continue after pipe calculations results.) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2DATE: 6/10/2022 C:\Users\Steve Adamson\Documents\hassdata\C2215.sdfJOB TITLE: 15 UNIT APARTMENTS BLDG. 2 WATER SUPPLY ANALYSIS Static: 55.00 psi Resid: 52.00 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 (2) On Site pressures are based on hose stream deduction at the source G A U G E P R E S S U R E ( p s i ) AC1 2 B LEGEND 1 Available pressure 54.73 psi @ 315.3 gpm 2 Required pressure 36.55 psi @ 315.3 gpm Avail. OnSite Demand Press. 54.73 psi @ 65.3 gpm Req. OnSite Demand Press. 36.55 psi @ 65.3 gpm A. Source Supply Curve B. System Demand Curve C. Available at Source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3DATE: 6/10/2022 C:\Users\Steve Adamson\Documents\hassdata\C2215.sdfJOB TITLE: 15 UNIT APARTMENTS BLDG. 2 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) 16 55.0 52.0 1160.0 54.7 315.3 36.6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 315.3 GPMTOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPMOTHER HOSE STREAM ALLOWANCES 35.0 GPMTOTAL DISCHARGE FROM ACTIVE SPRINKLERS 30.3 GPM NODE ANALYSIS DATANODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 1 7.8 K= 5.45 7.6 15.0 2 7.8 K= 5.45 7.9 15.3 3 8.3 - - - - 11.1 - - - 4 8.3 - - - - 12.6 - - - 5 8.3 - - - - 14.7 - - - 6 8.3 - - - - 15.0 - - - 7 8.3 - - - - 15.2 - - - 8 8.3 - - - - 16.7 - - - 9 6.0 - - - - 17.7 - - - 10 6.0 - - - - 20.7 - - - 11 5.0 - - - - 21.2 - - - 12 5.0 - - - - 24.2 - - - 13 1.0 HOSE STREAM 25.9 35.0 14 0.0 - - - - 31.8 - - - 15 0.0 - - - - 34.8 - - - 16 0.0 SOURCE 36.6 65.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4DATE: 6/10/2022 C:\Users\Steve Adamson\Documents\hassdata\C2215.sdfJOB TITLE: 15 UNIT APARTMENTS BLDG. 2 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 5.45 15.0 Disch 7.50 150 0.3 2 7.8 7.9 0.0 1.000 ---- 0.00 -0.0 1 7.8 7.6 15.0 1.101 7.50 0.040 0.3 Pipe: 2 5.45 15.3 Disch 9.50 150 3.2 3 8.3 11.1 15.0 1.000 2E:14.0 14.00 -0.2 2 7.8 7.9 30.3 1.101 23.50 0.147 3.4 Pipe: 3 0.0 0.0 10.00 150 1.5 4 8.3 12.6 30.3 2 1.000 ---- 0.00 -0.0 3 8.3 11.1 30.3 1.101 10.00 0.147 1.5 Pipe: 4 0.0 0.0 8.67 150 2.2 5 8.3 14.7 30.3 3 1.000 T: 6.0 6.00 -0.0 4 8.3 12.6 30.3 1.101 14.67 0.147 2.2 Pipe: 5 0.0 0.0 12.50 150 0.3 6 8.3 15.0 30.3 4 1.500 ---- 0.00 -0.0 5 8.3 14.7 30.3 1.598 12.50 0.024 0.3 Pipe: 6 0.0 0.0 9.00 150 0.2 7 8.3 15.2 30.3 5 1.500 ---- 0.00 -0.0 6 8.3 15.0 30.3 1.598 9.00 0.024 0.2 Pipe: 7 0.0 0.0 34.00 150 1.5 8 8.3 16.7 30.3 6 1.500 3E:27.0 27.00 -0.0 7 8.3 15.2 30.3 1.598 61.00 0.024 1.5 Pipe: 8 0.0 0.0 2.30 150 1.0 9 6.0 17.7 30.3 7 2.000 ---- 0.00 1.0 8 8.3 16.7 30.3 2.003 2.30 0.008 0.0 Pipe: 9 0.0 Fixed Pressure Loss Device 10 6.0 20.7 30.3 8 3.0 psi, 30.3 gpm 9 6.0 17.7 30.3 Pipe: 10 0.0 0.0 1.00 150 0.4 11 5.0 21.2 30.3 9 2.000 ---- 0.00 0.4 10 6.0 20.7 30.3 2.003 1.00 0.008 0.0 Pipe: 11 0.0 Fixed Pressure Loss Device 12 5.0 24.2 30.3 10 3.0 psi, 30.3 gpm 11 5.0 21.2 30.3 Pipe: 12 0.0 0.0 4.00 150 1.8 13 1.0 25.9 30.3 11 2.000 ---- 0.00 1.7 12 5.0 24.2 30.3 2.003 4.00 0.008 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5DATE: 6/10/2022 C:\Users\Steve Adamson\Documents\hassdata\C2215.sdfJOB TITLE: 15 UNIT APARTMENTS BLDG. 2 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 H.S. 35.0 Disch 92.00 150 5.9 14 0.0 31.8 30.3 12 2.000 3E:42.4 42.42 0.4 13 1.0 25.9 65.3 1.917 134.42 0.041 5.5 Pipe: 14 0.0 Fixed Pressure Loss Device 15 0.0 34.8 65.3 13 3.0 psi, 65.3 gpm 14 0.0 31.8 65.3 Pipe: 15 Source 0.0 17.00 150 1.7 16 0.0 36.6 65.3 14 2.000 E: 6.0 30.00 -0.0 15 0.0 34.8 65.3 1.959 2T:24.0 47.00 0.037 1.7 NOTES (HASS): (1) Calculations were performed by the HASS 2021 D computer program in accordance with NFPA13 (2020) under license no. 64623395 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 0.081 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 10.2 ft/sec at pipe 2. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node 16 under full flow conditions is 54.71 psi with a flow of 327.47 gpm. (6) PIPE FITTINGS TABLE HASS Pipe Table Name: standard SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6DATE: 6/10/2022 C:\Users\Steve Adamson\Documents\hassdata\C2215.sdfJOB TITLE: 15 UNIT APARTMENTS BLDG. 2 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 7.00 6.00 1.70 1.00 8.00 0.40 1.598 2.10 9.00 8.40 2.70 1.00 14.00 1.00 2.003 2.60 11.00 12.00 4.00 1.00 17.00 1.50 PAGE: K MATERIAL: CT-K HWC: 150Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Ell Tee 45-Ell TeeRun Kouplg ChkVlv GatVlv NPTee 1.959 6.00 12.00 3.00 4.00 0.50 13.00 1.00 12.00 PAGE: * MATERIAL: S40 HWC: 120Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee -------------------------------------------------------- F F45Ell 1.917 9.36 18.72 4.68 21.06 14.04 2.34 23.40 23.40 18.72 4.68 Utility Report: Equivalent K-Factor Calculator Node Sprinkler Pres. Dia. Pipe Ftgs. Total H-W Equivalent Name K-Factor (psi) (in) Len.(ft) Len.(ft) coef. K-factor----------------------------------------------------------------------- 1 5.60 7.00 1.101 0.50 T 6.83 120.00 5.45 COLUMBIA FIRE 111 S. FINDLAY ST. SEATTLE, WA. 98108 HYDRAULIC CALCULATIONS FOR 15 UNIT APARTMENTS BLDG. 2-DWELLING 315 WASHINGTION ST SW YELM, WA. 98597 DRAWING NUMBER: C2215A DATE: 6/10/22 -DESIGN DATA- REMOTE AREA NUMBER: 2 REMOTE AREA LOCATION: 2ND FLOOR OCCUPANCY CLASSIFICATION: NFPA13R 2019’ EDITION DENSITY: gpm/sq. ft. AREA OF APPLICATION: 4 HEADS sq. ft. COVERAGE PER SPRINKLER: 16’X16’ sq. ft. TYPE OF SPRINKLERS CALCULATED: RES. PENDENT NUMBER OF SPRINKLERS CALCULATED: 4 HOSE-STREAM DEMAND: 0 gpm TOTAL WATER REQUIRED (INCLUDING HOSE): 91.8 gpm FLOW AND PRESSURE (AT BASE OF RISER): 56.8 gpm @ 31.0 psi TYPE OF SYSTEM: WET WATER SUPPLY Source: CITY MAIN Test Date: 5/12/22 Test By: YELM CIVIL ENGINEER Location: SALBERG/MC KENZIE Static: 55 psi Residual: 52 psi Flow: 1160 gpm Source Elevation Relative to Finished Flow Level: 0 ft. INSTALLING CONTRACTOR Name: COLUMBIA FIRE Address: 111 S. FINDLAY ST SEATTLE, WA. 98108 Phone: 206-232-8569 Certification number: COLUMFI952MG NAME OF DESIGNER: STEVE ADAMSON AUTHORITY HAVING JURISDICTION: YELM F.M. NOTES: Calculations performed by HASS under license # 64623395 , granted by HRS SYSTEMS, INC. (Notes continue after pipe calculations results.) (Notes continue after pipe calculations results.) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2DATE: 6/10/2022 C:\Users\Steve Adamson\Documents\hassdata\C2215A.sdfJOB TITLE: 15 UNIT APARTMENTS BLDG. 2-DWELLING WATER SUPPLY ANALYSIS Static: 55.00 psi Resid: 52.00 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 54.97 psi @ 91.8 gpm 2 Required pressure 47.97 psi @ 91.8 gpm A. Source Supply Curve B. System Demand Curve SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3DATE: 6/10/2022 C:\Users\Steve Adamson\Documents\hassdata\C2215A.sdfJOB TITLE: 15 UNIT APARTMENTS BLDG. 2-DWELLING 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) 16 55.0 52.0 1160.0 55.0 91.8 48.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 91.8 GPMTOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPMOTHER HOSE STREAM ALLOWANCES 35.0 GPMTOTAL DISCHARGE FROM ACTIVE SPRINKLERS 56.8 GPM NODE ANALYSIS DATANODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 1 17.0 K= 4.79 7.4 13.0 2 17.0 K= 4.79 7.7 13.2 3 17.0 K= 4.79 8.7 14.1 4 17.0 K= 4.79 11.7 16.4 5 17.5 - - - - 11.2 - - - 6 17.5 - - - - 12.0 - - - 7 17.5 - - - - 14.5 - - - 8 8.3 - - - - 21.7 - - - 9 6.0 - - - - 22.7 - - - 10 6.0 - - - - 25.7 - - - 11 5.0 - - - - 26.2 - - - 12 5.0 - - - - 29.2 - - - 13 1.0 HOSE STREAM 31.0 35.0 14 0.0 - - - - 41.7 - - - 15 0.0 - - - - 44.7 - - - 16 0.0 SOURCE 48.0 91.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4DATE: 6/10/2022 C:\Users\Steve Adamson\Documents\hassdata\C2215A.sdfJOB TITLE: 15 UNIT APARTMENTS BLDG. 2-DWELLING 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 4.79 13.0 Disch 9.25 150 0.3 2 17.0 7.7 0.0 1.000 ---- 0.00 -0.0 1 17.0 7.4 13.0 1.101 9.25 0.031 0.3 Pipe: 2 4.79 13.2 Disch 9.50 150 1.1 3 17.0 8.7 13.0 1.000 ---- 0.00 -0.0 2 17.0 7.7 26.2 1.101 9.50 0.112 1.1 Pipe: 3 4.79 14.1 Disch 4.75 150 2.5 5 17.5 11.2 26.2 2 1.000 T: 6.0 6.00 -0.2 3 17.0 8.7 40.4 1.101 10.75 0.250 2.7 Pipe: 4 4.79 16.4 Disch 4.75 150 0.3 6 17.5 12.0 0.0 1.000 T: 6.0 6.00 -0.2 4 17.0 11.7 16.4 1.101 10.75 0.047 0.5 Pipe: 5 0.0 0.0 10.25 150 0.8 6 17.5 12.0 40.4 3 1.250 ---- 0.00 -0.0 5 17.5 11.2 40.4 1.394 10.25 0.079 0.8 Pipe: 6 0.0 40.4 5 24.50 150 2.5 7 17.5 14.5 16.4 4 1.500 T: 8.4 8.40 -0.0 6 17.5 12.0 56.8 1.598 32.90 0.076 2.5 Pipe: 7 0.0 0.0 14.95 150 7.1 8 8.3 21.7 56.8 6 1.500 2E:18.0 26.40 4.0 7 17.5 14.5 56.8 1.598 T: 8.4 41.35 0.076 3.2 Pipe: 8 0.0 0.0 2.30 150 1.1 9 6.0 22.7 56.8 7 2.000 ---- 0.00 1.0 8 8.3 21.7 56.8 2.003 2.30 0.025 0.1 Pipe: 9 0.0 Fixed Pressure Loss Device 10 6.0 25.7 56.8 8 3.0 psi, 56.8 gpm 9 6.0 22.7 56.8 Pipe: 10 0.0 0.0 1.00 150 0.5 11 5.0 26.2 56.8 9 2.000 ---- 0.00 0.4 10 6.0 25.7 56.8 2.003 1.00 0.025 0.0 Pipe: 11 0.0 Fixed Pressure Loss Device 12 5.0 29.2 56.8 10 3.0 psi, 56.8 gpm 11 5.0 26.2 56.8 Pipe: 12 0.0 0.0 4.00 150 1.8 13 1.0 31.0 56.8 11 2.000 ---- 0.00 1.7 12 5.0 29.2 56.8 2.003 4.00 0.025 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5DATE: 6/10/2022 C:\Users\Steve Adamson\Documents\hassdata\C2215A.sdfJOB TITLE: 15 UNIT APARTMENTS BLDG. 2-DWELLING 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 H.S. 35.0 Disch 92.00 150 10.7 14 0.0 41.7 56.8 12 2.000 3E:42.4 42.42 0.4 13 1.0 31.0 91.8 1.917 134.42 0.077 10.3 Pipe: 14 0.0 Fixed Pressure Loss Device 15 0.0 44.7 91.8 13 3.0 psi, 91.8 gpm 14 0.0 41.7 91.8 Pipe: 15 Source 0.0 17.00 150 3.2 16 0.0 48.0 91.8 14 2.000 E: 6.0 30.00 -0.0 15 0.0 44.7 91.8 1.959 2T:24.0 47.00 0.069 3.2 NOTES (HASS): (1) Calculations were performed by the HASS 2021 D computer program in accordance with NFPA13 (2020) under license no. 64623395 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 0.086 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 13.6 ft/sec at pipe 3. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node 16 under full flow conditions is 54.97 psi with a flow of 99.29 gpm. (6) PIPE FITTINGS TABLE HASS Pipe Table Name: standard SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6DATE: 6/10/2022 C:\Users\Steve Adamson\Documents\hassdata\C2215A.sdfJOB TITLE: 15 UNIT APARTMENTS BLDG. 2-DWELLING 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 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 2.003 2.60 11.00 12.00 4.00 1.00 17.00 1.50 PAGE: K MATERIAL: CT-K HWC: 150Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Ell Tee 45-Ell TeeRun Kouplg ChkVlv GatVlv NPTee 1.959 6.00 12.00 3.00 4.00 0.50 13.00 1.00 12.00 PAGE: * MATERIAL: S40 HWC: 120Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee -------------------------------------------------------- F F45Ell 1.917 9.36 18.72 4.68 21.06 14.04 2.34 23.40 23.40 18.72 4.68 Utility Report: Equivalent K-Factor Calculator Node Sprinkler Pres. Dia. Pipe Ftgs. Total H-W Equivalent Name K-Factor (psi) (in) Len.(ft) Len.(ft) coef. K-factor----------------------------------------------------------------------- 1 4.90 7.00 1.101 0.50 T 6.83 120.00 4.79 COLUMBIA FIRE 111 S. FINDLAY ST. SEATTLE, WA. 98108 HYDRAULIC CALCULATIONS FOR 15 UNIT APARTMENTS BLDG. 1-DWELLING 315 WASHINGTION ST. SW YELM, WA. 98597 DRAWING NUMBER: C2215B DATE: 6/10/22 -DESIGN DATA- REMOTE AREA NUMBER: 3 REMOTE AREA LOCATION: 2ND FLOOR OCCUPANCY CLASSIFICATION: NFPA13R 2019’ EDITION DENSITY: gpm/sq. ft. AREA OF APPLICATION: 4 HEADS sq. ft. COVERAGE PER SPRINKLER: 16’X16’ sq. ft. TYPE OF SPRINKLERS CALCULATED: RES. PENDENT NUMBER OF SPRINKLERS CALCULATED: 4 HOSE-STREAM DEMAND: 0 gpm TOTAL WATER REQUIRED (INCLUDING HOSE): 91.7 gpm FLOW AND PRESSURE (AT BASE OF RISER): 56.7 gpm @ 31.2 psi TYPE OF SYSTEM: WET WATER SUPPLY Source: CITY MAIN Test Date: 5/12/22 Test By: YELM CIVIL ENGINEER Location: SALBERG/MC KENZIE Static: 55 psi Residual: 52 psi Flow: 1160 gpm Source Elevation Relative to Finished Flow Level: 0 ft. INSTALLING CONTRACTOR Name: COLUMBIA FIRE Address: 111 S. FINDLAY ST SEATTLE, WA. 98108 Phone: 206-232-8569 Certification number: COLUMFI952MG NAME OF DESIGNER: STEVE ADAMSON AUTHORITY HAVING JURISDICTION: YELM F.M. NOTES: Calculations performed by HASS under license # 64623395 , granted by HRS SYSTEMS, INC. (Notes continue after pipe calculations results.) (Notes continue after pipe calculations results.) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2DATE: 6/10/2022 C:\Users\Steve Adamson\Documents\hassdata\C2215B.sdfJOB TITLE: 15 UNIT APARTMENTS BLDG. 1-DWELLING WATER SUPPLY ANALYSIS Static: 55.00 psi Resid: 52.00 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 54.97 psi @ 91.7 gpm 2 Required pressure 45.24 psi @ 91.7 gpm A. Source Supply Curve B. System Demand Curve SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3DATE: 6/10/2022 C:\Users\Steve Adamson\Documents\hassdata\C2215B.sdfJOB TITLE: 15 UNIT APARTMENTS BLDG. 1-DWELLING 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) 16 55.0 52.0 1160.0 55.0 91.7 45.2 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 91.7 GPMTOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPMOTHER HOSE STREAM ALLOWANCES 35.0 GPMTOTAL DISCHARGE FROM ACTIVE SPRINKLERS 56.7 GPM NODE ANALYSIS DATANODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 1 17.0 K= 4.79 7.4 13.0 2 17.0 K= 4.79 7.7 13.2 3 17.0 K= 4.79 8.7 14.1 4 17.0 K= 4.79 11.5 16.3 5 17.5 - - - - 11.0 - - - 6 17.5 - - - - 11.8 - - - 7 17.5 - - - - 14.3 - - - 8 8.3 - - - - 21.3 - - - 9 6.0 - - - - 22.9 - - - 10 6.0 - - - - 25.9 - - - 11 5.0 - - - - 26.4 - - - 12 5.0 - - - - 29.4 - - - 13 1.0 HOSE STREAM 31.2 35.0 14 0.0 - - - - 39.0 - - - 15 0.0 - - - - 42.0 - - - 16 0.0 SOURCE 45.2 91.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4DATE: 6/10/2022 C:\Users\Steve Adamson\Documents\hassdata\C2215B.sdfJOB TITLE: 15 UNIT APARTMENTS BLDG. 1-DWELLING 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 4.79 13.0 Disch 9.25 150 0.3 2 17.0 7.7 0.0 1.000 ---- 0.00 -0.0 1 17.0 7.4 13.0 1.101 9.25 0.031 0.3 Pipe: 2 4.79 13.2 Disch 9.50 150 1.1 3 17.0 8.7 13.0 1.000 ---- 0.00 -0.0 2 17.0 7.7 26.3 1.101 9.50 0.113 1.1 Pipe: 3 4.79 14.1 Disch 4.00 150 2.3 5 17.5 11.0 26.3 2 1.000 T: 6.0 6.00 -0.2 3 17.0 8.7 40.4 1.101 10.00 0.250 2.5 Pipe: 4 4.79 16.3 Disch 4.00 150 0.2 6 17.5 11.8 0.0 1.000 T: 6.0 6.00 -0.2 4 17.0 11.5 16.3 1.101 10.00 0.046 0.5 Pipe: 5 0.0 0.0 10.00 150 0.8 6 17.5 11.8 40.4 3 1.250 ---- 0.00 -0.0 5 17.5 11.0 40.4 1.394 10.00 0.079 0.8 Pipe: 6 0.0 40.4 5 24.50 150 2.5 7 17.5 14.3 16.3 4 1.500 T: 8.4 8.40 -0.0 6 17.5 11.8 56.7 1.598 32.90 0.076 2.5 Pipe: 7 0.0 0.0 13.70 150 7.0 8 8.3 21.3 56.7 6 1.500 2E:18.0 26.40 4.0 7 17.5 14.3 56.7 1.598 T: 8.4 40.10 0.076 3.1 Pipe: 8 0.0 0.0 23.00 150 1.6 9 6.0 22.9 56.7 7 2.000 ---- 0.00 1.0 8 8.3 21.3 56.7 2.003 23.00 0.025 0.6 Pipe: 9 0.0 Fixed Pressure Loss Device 10 6.0 25.9 56.7 8 3.0 psi, 56.7 gpm 9 6.0 22.9 56.7 Pipe: 10 0.0 0.0 1.00 150 0.5 11 5.0 26.4 56.7 9 2.000 ---- 0.00 0.4 10 6.0 25.9 56.7 2.003 1.00 0.025 0.0 Pipe: 11 0.0 Fixed Pressure Loss Device 12 5.0 29.4 56.7 10 3.0 psi, 56.7 gpm 11 5.0 26.4 56.7 Pipe: 12 0.0 0.0 4.00 150 1.8 13 1.0 31.2 56.7 11 2.000 ---- 0.00 1.7 12 5.0 29.4 56.7 2.003 4.00 0.025 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5DATE: 6/10/2022 C:\Users\Steve Adamson\Documents\hassdata\C2215B.sdfJOB TITLE: 15 UNIT APARTMENTS BLDG. 1-DWELLING 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 H.S. 35.0 Disch 54.00 150 7.8 14 0.0 39.0 56.7 12 2.000 3E:42.4 42.42 0.4 13 1.0 31.2 91.7 1.917 96.42 0.076 7.4 Pipe: 14 0.0 Fixed Pressure Loss Device 15 0.0 42.0 91.7 13 3.0 psi, 91.7 gpm 14 0.0 39.0 91.7 Pipe: 15 Source 0.0 17.00 150 3.2 16 0.0 45.2 91.7 14 2.000 E: 6.0 30.00 -0.0 15 0.0 42.0 91.7 1.959 2T:24.0 47.00 0.069 3.2 NOTES (HASS): (1) Calculations were performed by the HASS 2021 D computer program in accordance with NFPA13 (2020) under license no. 64623395 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 0.011 gpm and a maximum imbalance at any node of 0.168 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 13.6 ft/sec at pipe 3. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node 16 under full flow conditions is 54.97 psi with a flow of 102.49 gpm. (6) PIPE FITTINGS TABLE HASS Pipe Table Name: standard SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6DATE: 6/10/2022 C:\Users\Steve Adamson\Documents\hassdata\C2215B.sdfJOB TITLE: 15 UNIT APARTMENTS BLDG. 1-DWELLING 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 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 2.003 2.60 11.00 12.00 4.00 1.00 17.00 1.50 PAGE: K MATERIAL: CT-K HWC: 150Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Ell Tee 45-Ell TeeRun Kouplg ChkVlv GatVlv NPTee 1.959 6.00 12.00 3.00 4.00 0.50 13.00 1.00 12.00 PAGE: * MATERIAL: S40 HWC: 120Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee -------------------------------------------------------- F F45Ell 1.917 9.36 18.72 4.68 21.06 14.04 2.34 23.40 23.40 18.72 4.68 Utility Report: Equivalent K-Factor Calculator Node Sprinkler Pres. Dia. Pipe Ftgs. Total H-W Equivalent Name K-Factor (psi) (in) Len.(ft) Len.(ft) coef. K-factor----------------------------------------------------------------------- 1 4.90 7.00 1.101 0.50 T 6.83 120.00 4.79