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FIR2021-0014+Calculations+2.12.2021_9.31.12_AM+2045375Hydraulic Calculations for Project Name: CROUCH-MAUPIN RESIDENCE Location: 1141 VIEWLAND WAY, , EDMONDS, WA 98020 Drawinq Name: 80260 CROUCH-MAUPIN RESIDENCE ROO FP1 FSP Design Remote Area Number: Remote Area Location: Occupancy Classification: Commodity Classification: Density Area of Application: Coverage per Sprinkler: Type of sprinklers calculated No. of sprinklers calculated: No. of nozzles calculated: In -rack Demand: Hose Streams: 1 KITCHEN Residential N/A 0.100gpm/ft2 427.04ft2 (Actual 427.04ft2) 100.00ft2 Pendent 2 0 N/A gpm at Node: N/A 0.0 gpm at Node: 1 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 34.84 @ 50.748 Type of System: WET Volume of Dry or PreAction System: N/A Name of Contractor: RED HAWK FIRE PROTECTION, LLC. Address: 801 VALLEY AVE NW, SUITE D, PUYALLUP, WA 98371 Phone Number: 253-840-9900 Name of designer: BEN D. McQUAGE Authority Having Jurisdiction: CITY OF EDMONDS Notes: Calculation Date: 2/10/2021 Allowance at Source (Safety Margin = 17.236 psi) N N O L© M.E.P.CAD, Inc. �JJJAutoSPRINK 2019 05.1.15.0 1 2/10/2021 7:49:01AM Page 1 Job Name: CROUCH-MAUPIN RESIDENCE Remote Area Number: 1 100 90 80 70 60 (n Q 50 a� a` 40 30 20 10 Hydraulic Graph N 1.85 Date: 2/10/2021 Water Supply Summary Sheet Node: 1 -Available Supply Static Pressure 68.000 34.84 @ 67.984 1000.00 @ 60.000 34.84 @ 50.748 System demand curve 800 1000 1200 1400 Flow - gpm 1600 1800 0011111 &@ M.E.P.CAD, Inc. �jjj AutoSPRINK 2019 v15.1.15.0 2/10/2021 7:49:03AM Page 2 AlSummary Of Outflowing Devices Job Number: 80260 - REMOTE AREA 1 usoua Report Description: Residential (1) Actual Flow Minimum Flow K-Factor Pressure Device pm pm K psi Sprinkler 10 17.84 17.00 4.9 13.254 Sprinkler 11 17.00 17.00 4.9 12.037 Most Demanding Sprinkler Data LNG, © M.E.P.CAD, Inc. BJJIAutoSPRINK 2019 05.1.15.0 2/10/2021 7:49:15AM Page 1 Job Name: CROUCH-MAUPIN RESIDENCE Remote Area Number: 1 Date: 2/10/2021 Supply Analysis Node Name Static (psi) Residual Flow (psi) co (gpm) Available Total Demand (psi) @ (gpm) Required Pressure (psi) 1 Water Supply 68.000 60.000 1000.00 67.984 34.84 50.748 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 -3-0 Supply 50.748 34.84 10 8-1 Sprinkler 13.254 17.84 11 8-1 Sprinkler 12.037 17.00 2 0-6 32.095 3 2-4'/z 26.844 4 8-6 22.467 5 8-6 13.954 &@ M.E.P.CAD, Inc. AN AutoSPRINK 2019 05.1.15. 2/10/2021 7:49:05AM Paqe 3 Job Name: CROUCH-MAUPIN RESIDENCE Remote Area Number: 1 Date: 2/10/2021 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 11 8-1 4.9 17.00 1 (See Notes) 21-10 150 12.037 ••••• Route 1••••• Sprinkler, 2E(7-0), T(5-0), Tr(1-0) 20-0 0.050373 -0.190 5 8-6 17.00 1.1010 41-10 2.107 5 8-6 17.84 1 (See Notes) 35-10 150 13.954 Flow (q) from Route 2 3Tr(1-0), T(5-0), b(1-0) 9-0 0.189973 4 8-6 34.84 1.1010 44-10 8.513 4 8-6 1'/2 (See Notes) 23-7'/2 150 22.467 5Tr(1-0), T(8-0), 2E(9-0), 2f(-0. 000), U(1-0) 32-0 0.030958 2.655 3 2-4'/2 34.84 1.5980 55-7/z 1.722 3 2-4'/2 1'/2 (See Notes) 1-0'/2 120 26.844 BFP(-4.391) 0.045106 0.813 2 0-6 34.84 1.6100 1 0'h 4.437 2 0 6 1'/z (See Notes) 203-6 150 32.095 3E(9-0), WMV(-10.000), S 27-0 0.030958 1.517 1 3 0 34.84 1.5980 230-6 17.136 0.00 50.748 Hose Allowance At Source Total(Pt) Route 1 1 34.84 10 8-1 4.9 17.84 1 (See Notes) 6-2 150 13.254 ••••• Route 2••••• Sprinkler, 2T(5-0) 10-0 0.055069 -0.190 5 8-6 17.84 1.1010 16 2 0.889 13.954 Total(Pt) Route 2 & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2019 05.1.15.0 1 2/10/2021 7:49:06AM Page 4 Job Name: CROUCH-MAUPIN RESIDENCE Remote Area Number: 1 Equivalent Pipe Lenoths of Valves and Fittinos (C=120 only) IC Value Multiplier Date: 2/10/2021 Actual Inside Diameter 4.87 I Value Of C 100 130 140 150 = Factor Schedule 40 Steel Pipe Inside Diameter Multiplying Factor 0.713 1.16 1.33 1.51 ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Back -flow Preventer BV Butterfly Valve C Cross Flow Turn 90' cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90' Elbow EE 45' Elbow Eel 11'/4' Elbow Ee2 22'/2' Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 900 FireLock(TM) Elbow fEE 450 FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90' Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2019 05.1.15.0 1 2/10/2021 7:49:06AM Page 5