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FIR2022-0029+Calculations+3.16.2022_3.03.32_PM+2742177AlnbKILAN oehkNhLth LUhe. 2311 153RD AVE. S.E. SNOHOMISH, WA. 98290 HYDRAULIC CALCULATIONS FOR KECK RESIDENCE 15722 72ND AVE W. EDMONDS, WA. DRAWING NUMBER: A2202 DATE: 3/16/22 -DESIGN DATA - REMOTE AREA NUMBER: REMOTE AREA LOCATION: LIVING ROOM OCCUPANCY CLASSIFICATION: NFPAI3D 2019' EDITION DENSITY: gpm/sq. ft. AREA OF APPLICATION: 2 HEADS sq. ft. COVERAGE PER SPRINKLER: 16'X16' sq. ft. TYPE OF SPRINKLERS CALCULATED: RES. PENDENT NUMBER OF SPRINKLERS CALCULATED: 2 HOSE -STREAM DEMAND: 0 gpm TOTAL WATER REQUIRED (INCLUDING HOSE): 26.7 gpm FLOW AND PRESSURE (AT BASE OF RISER): 26.7 gpm @ 44.8 psi TYPE OF SYSTEM: WET WATER SUPPLY Source: CITY MAIN Test Date: Test By: city Location: hl-la 72nd Ave. W. Static: 142 psi Residual: 20 psi Flow: 500 gpm Source Elevation Relative to Finished Flow Level: 30 €t. ABOVE BSMT FLR INSTALLING CONTRACTOR Name: AMERICAN SPRINKLER CORP. Address: 2311 153RD AVE. SE SNOHOMISH, WA. 98290 Phone: Cyr tification number: 425-335-4645 AMERISCO87NC NAME OF DESIGNER: STEVE ADAMSON AUTHORITY HAVING JURISDICTION: FIRE DIST. ONE F.M. NOTES. Calculations performed by HASS under license # granted by HRS SYSTEMS, INC. (Notes continue after pipe calculations results.) (Notes continue after pipe calculations results.) WASHINGTON STATI CERTIFICATE OF PISTE ey • RIM PROTECTION SPRINKUM 81^BTEMS ; • DaOp a A. BLgMr -OT87-CEO Lave! 3 ' a ANcler CorporaUOo r � a 7NC !L i Date 1?13�122 ,)VhiNhLr�K SYS_Cll h1whHULlu HLVHLTJIJ rage C DATE: 3/16/2022 C:\Users\Steve Adamson\Documents\hassdata\A2202.sdf JOB TITLE: KECK RESIDENCE WATER SUPPLY ANALYSIS Static: 142.00 psi Resid: 20.00 psi Flow: 500.0 gpm 140 ' G 120.0 A U G 100.0 E P R E S S U R E 80.0 60.0 2 40.0 2 -14.7 LEGEND ! Available pressure 141.46 psi @ 26.7 gpm j Required pressure 45.96 psi @ 26.7 gpm A. Source Supply Curve B. System Demand Curve 100150 200 250 300 350 400 450 500 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results behlVALr!h blairdM hlUxAULIL ANALYJIJ rage s DATE: 3/16/2022 C:\Users\Steve Adamson\Documents\hassdata\A2202.sdf JOB TITLE: K£CK RESIDENCE 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) 14 142.0 20.0 500.0 141.5 26.7 46.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 26.7 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.7 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 23.5 K= 4.79 7.4 13.0 2 22.5 K= 4.79 8.2 13.7 3 22.5 - - - - 11.5 - - - 4 19.0 - - - 18.2 - - - 5 19.0 - - - - 23.8 - - - 6 9.7 - _ - 32.0 - - - 7 6.0 - - - - 34.0 - - 8 6.0 - - - - 37.0 - - - 9 5.0 - - - - 37.6 - - 10 5.0 - - - - 42.6 - - 11 1.0 - - - - 44.8 - - - 12 0.0 - - - - 49.1 - - - 13 0.0 - - - - 52.1 - 14 30.0 SOURCE 46.0 2b.7 NOTES JexllVnLLK 616'ILM MIUKAUL11- AwALYSiJ rage q DATE: 3/16/2022 C:\Users\Steve Adamson\Documents\hassdata\A2202.sdf JOB TITLE: KECK RESIDENCE NFPA PIPE DATA Pipe Tag K-fac Add F1 Add F1 To Fit: L C Frm Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F To Node E1 (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. Pipe: 1 4.79 13.0 Disch 12.00 150 2 22.5 8.2 0.0 1.000 ---- 0.00 1 23.5 7.4 13.0 1.101 12.00 0.031 Pipe: 2 4.79 13.7 Disch 14.50 150 3 22.5 11.5 13.0 1.000 2E:14.0 14.00 2 22.5 8.2 26.7 1.101 28.50 0.116 Pipe: 3 0.0 0.0 25.00 150 4 19.0 18.2 26.7 2 1.000 2E:14.0 20.00 3 22.5 11.5 26.7 1.101 T: 6.0 45.00 0.116 Pipe: 4 0.0 0.0 35.00 150 5 19.0 23.8 26.7 3 1.000 E: 7.0 13.00 4 19.0 18.2 26.7 1.101 T: 6.0 48.00 0.116 Pipe: 5 0.0 0.0 16.00 150 6 9.7 32.0 26.7 4 1.000 2E:14.0 20.00 5 19.0 23.8 26.7 1.101 T: 6.0 36.00 0.116 Pipe: 6 0.0 0.0 3.70 150 7 6.0 34.0 26.7 5 1.000 ---- 0.00 6 9.7 32.0 2.6.7 1.101 3.70 0.116 Pipe: 7 0.0 Fixed Pressure Loss Device 8 6.0 37.0 26.7 6 3.0 psi, 26.7 gpm 7 6.0 34.0 26.7 Pipe: 8 0.0 0.0 1.00 150 9 5.0 37.6 26,7 7 1.000 ---- 0.00 8 6.0 37.0 26.7 1.101 1.00 0.116 Pipe: 9 0.0 Fixed Pressure Loss Device 10 5.0 42.6 26.7 8 5.0 psi, 26.7 gpm 9 5.0 37.6 26.7 Pipe: 10 0.0 0.0 4.00 150 11 1.0 44.8 26.7 9 1.000 ---- 0.00 10 5.0 42,6 26.7 1.101 4.00 0.116 Pipe: 11 0.0 0.0 155.00 150 12 0.0 49.1 26.7 10 1.250 3E:15.3 25.44 11 1.0 44.8 26.7 1.554 T:10.2 180.44 0.022 Pipe: 12 0.0 Fixed Pressure Loss Device 13 0.0 52.1 26.7 11 3.0 psi, 26.7 gpm 12 0.0 49.1 26.7 (Pt) (Pe) (Pf) 0.8 0.4 0.4 3.3 -0.0 3.3 6.7 1.5 5.2 5.6 -0.0 5.6 8.2 4.0 4.2 2.0 1.6 0.4 0.5 0.4 0.1 2.2 1.7 0.5 4.3 0.4 3.9 Notes behINALtK h1whAULlu HNHLIaIa rage J DATE: 3/16/2022 C:\Users\Steve Adamson\Documents\hassdata\A2202.sdf JOB TITLE: KECK RESIDENCE Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node E1 (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 13 Source 0.0 30.00 150 -6.1 14 30.0 46.0 26.7 12 1.000 T: 6.0 6.00 -13.0 13 0.0 52.1 26.7 0.995 36.00 0.190 6.8 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 0.082 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 11.0 ft/sec at pipe 13. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node 14 under full flow conditions is 140.16 psi with a flow of 51.78 gpm. (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 Notes arhiN&Lth HYUKAVLI�- ANALYJib rage n DATE: 3/16/2022 C:\Users\Steve Adamson\Documents\hassdata\A2202.sdf JOB TITLE: KECK RESIDENCE PAGE: K MATERIAL: CT-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Ell Tee 45-Ell TeeRun Kouplg ChkVly GatVly NPTee 0.995 2.00 6.00 1.00 2.00 0.00 6.00 0.00 6.00 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 A1mChk DPVly NPTee --------------------------------------------------------- F F45EIl 1.554 3.37 6.73 1.68 7.57 5.05 0.84 8.42 8.42 6.73 1.68 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