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FIR2021-0013+Calculations+2.9.2021_1.45.42_PM+2039552r HYDRAULIC CALCULATIONS FOR EVANS RESIDENT j"' p■■ ppMM'(NNeeapp 'cciS�o�t5r —� 1 �Iea�RO RC�ION l�111NN46fl 1?�s j j Kenneth Fish N r 1 1174-1290-0 Level r Patriot Re Protectlo , Inc. N o� 1 PATRIPP099C y�} 1 1 1 r DRAWING NUMBER: 147442 DATE: FEB 9, 2021 -DESIGN DATA - REMOTE AREA NUMBER: 1 REMOTE AREA LOCATION: LEVEL 2 OCCUPANCY CLASSIFICATION: RESIDENT DENSITY: SINGLE FAMILY AREA OF APPLICATION: 2 HEADS COVERAGE PER SPRINKLER: 20X20 TYPE OF SPRINKLERS CALCULATED: RESI PENDENTS NUMBER OF SPRINKLERS CALCULATED: 2 *IN -RACK SPRINKLER DEMAND: N/A gpm HOSE -STREAM DEMAND: gpm TOTAL WATER REQUIRED (INCLUDING HOSE): 40.1 gpm FLOW AND PRESSURE (AT BASE OF RISER): 40.1 gpm @ 33.0 psi TYPE OF SYSTEM: WET SYSTEM *VOLUME OF DRY OR PREACTION SYSTEM: N/A *DETAILS: WATER SUPPLY Source: CITY OF EDMONDS Test Date: 2/8/21 Test By: CITY OF EDMONDS Location: 20020 83RD AVE W, EDMONDS WA 98026 Static: 75 psi Residual: 73 psi Flow: 1000.0 gpm Source Elevation Relative to Finished Flow Level: ft. INSTALLING CONTRACTOR Name: PATRIOT FIRE PROTECTION Address: 2707 70TH AVE E TACOMA WA 98424 Phone: 253-926-2790 Certification number: PATRIFP099CF NAME OF DESIGNER: ERIC A AUTHORITY HAVING JURISDICTION: CITY OF EDMONDS NOTES: Calculations performed by HASS under license # 64620537 , granted by HRS SYSTEMS, INC. (Notes continue after pipe calculations results.) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/9/2021 P:\DESIGN\HASS\ERICA\14-7442 EVANS RES.SDF JOB TITLE: Evans Resident WATER SUPPLY ANALYSIS Static: 75.24 psi Resid: 72.52 psi Flow: 1000.0 gpm 100.0 :1 1 G 1 A U G 60.0 E P R 40.0 E 2 S S U 20.0 R E 0.0 p s i -14 . 7 LEGEND 1 Available pressure 75.23 psi @ 40.1 gpm 2 j Required pressure 38.05 psi @ 40.1 gpm A. Source Supply Curve B. System Demand Curve 200300 400 500 600 700 800 900 1000 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/9/2021 P:\DESIGN\HASS\ERICA\14-7442 EVANS RES.SDF JOB TITLE: Evans Resident 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 75.2 72.5 1000.0 75.2 40.1 38.1 Available pressure is 37.2 psi (49%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 40.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 40.1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) CITY 0.0 SOURCE 38.1 40.1 CON 1.0 - - - - 33.0 - - - RC1 1.8 - - - - 32.6 - - - BF1 1.8 - - - - 27.5 - - - BF2 1.8 - - - - 32.5 - - - RC2 6.0 - - - - 25.4 - - - TOR 10.0 - - - - 23.5 - - - 1 20.0 - - - - 17.6 - - - 2 20.0 - - - - 18.0 - - - 3 10.0 - - - - 22.9 - - - S1 20.0 - - - - 16.6 - - - S2 20.0 - - - - 16.6 - - - S1A 19.2 K= 4.90 16.7 20.0 S2A 19.2 K= 4.90 16.7 20.0 P1 20.0 - - - - 18.0 - - - P1A 19.2 - - - - 18.4 - - - NOTES SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/9/2021 P:\DESIGN\HASS\ERICA\14-7442 EVANS RES.SDF JOB TITLE: Evans Resident 141a19=0*am 071 W1 Pipe Tag K-fac Add F1 Add F1 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: 1 4.90 20.0 Disch 1.00 150 -0.1 S1 20.0 16.6 0.0 F1.000 E: 2.5 2.50 -0.3 S1A 19.2 16.7 20.0 1.101 3.50 0.068 0.2 Pipe: 2 4.90 20.0 Disch 1.00 150 -0.1 S2 20.0 16.6 0.0 F1.000 E: 2.5 2.50 -0.3 S2A 19.2 16.7 20.0 1.101 3.50 0.068 0.2 Pipe: 3 0.0 0.0 6.00 150 1.0 1 20.0 17.6 20.0 F1.000 E: 2.5 8.50 0.0 Sl 20.0 16.6 20.0 1.101 T: 6.0 14.50 0.068 1.0 Pipe: 4 0.0 0.0 7.00 150 1.1 1 20.0 17.6 20.0 F1.000 E: 2.5 8.50 0.0 S2 20.0 16.6 20.0 1.101 T: 6.0 15.50 0.068 1.1 Pipe: 4A 0.0 0.0 1.00 150 0.3 P1A 19.2 18.4 0.0 F1.000 E: 2.5 2.50 0.3 Pi 20.0 18.0 0.0 1.101 3.50 0.000 0.0 Pipe: 4B 0.0 0.0 12.50 150 0.0 2 20.0 18.0 0.0 F1.000 2E: 5.0 17.00 0.0 Pi 20.0 18.0 0.0 1.101 2T:12.0 29.50 0.000 0.0 Pipe: 5 0.0 20.0 S2 6.00 150 0.4 2 20.0 18.0 20.0 S1 F1.500 E: 4.0 4.00 0.0 1 20.0 17.6 40.0 1.598 10.00 0.040 0.4 Pipe: 6A 0.0 40.0 1 10.00 150 4.9 3 10.0 22.9 0.0 P1 F1.500 E: 4.0 4.00 4.3 2 20.0 18.0 40.0 1.598 14.00 0.040 0.6 Pipe: 6B 0.0 0.0 2.50 150 0.6 TOR 10.0 23.5 40.0 2 F1.500 E: 4.0 12.40 0.0 3 10.0 22.9 40.0 1.598 T: 8.4 14.90 0.040 0.6 Pipe: 7 0.0 0.0 4.00 150 1.9 RC2 6.0 25.4 40.0 3 F1.500 ---- 0.00 1.7 TOR 10.0 23.5 40.0 1.598 4.00 0.040 0.2 Pipe: 8 0.0 0.0 1.00 150 2.1 BF1 1.8 27.5 40.0 TOR F1.000 ---- 0.00 1.8 RC2 6.0 25.4 40.0 1.101 1.00 0.246 0.2 Pipe: 9 0.0 Fixed Pressure Loss Device BF2 1.8 32.5 40.0 RC2 5.0 psi, 40.0 gpm BF1 1.8 27.5 40.0 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 2/9/2021 P:\DESIGN\HASS\ERICA\14-7442 EVANS RES.SDF JOB TITLE: Evans Resident Pipe Tag K-fac Add F1 Add F1 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: 10 0.0 0.0 0.50 150 0.1 RC1 1.8 32.6 40.0 BF1 F1.000 ---- 0.00 0.0 BF2 1.8 32.5 40.0 1.101 0.50 0.246 0.1 Pipe: 11 0.0 0.0 2.00 150 0.4 CON 1.0 33.0 40.0 BF2 F1.500 ---- 0.00 0.3 RC1 1.8 32.6 40.0 1.598 2.00 0.040 0.1 Pipe: 12 Source 0.0 75.00 120 5.0 CITY 0.0 38.1 40.1 RC1 A1.500 E: 4.0 4.00 0.4 CON 1.0 33.0 40.1 1.610 79.00 0.058 4.6 NOTES (HASS): (1) Calculations were performed by the HASS 8.8 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 0.111 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 13.5 ft/sec at pipe 8. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) PIPE FITTINGS TABLE HASS Pipe Table Name: standard.pip PAGE: A 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 NTee -------------------------------------------------------- F F45Ell 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.00 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 2/9/2021 P:\DESIGN\HASS\ERICA\14-7442 EVANS RES.SDF JOB TITLE: Evans Resident 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 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