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REV1 FIR2023-0055+Calculations+7.2.2023_7.14.40_PM+3644664Hydraulic Calculations for Project Name: PICKERING EDMONDS Location: 302 6TH AVE SOUTH, EDMONDS, WA, 98020 Drawinq Name: Pickerinq 302 Design Remote Area Number: 1 Remote Area Location: Master Bedroom Occupancy Classification: Residential Commodity Classification: Residential Density 0.05gpm/ft2 Area of Application: 900ft2 (Actual 196ft2) Coverage per Sprinkler: 256ft2 Type of sprinklers calculated: Pendent No. of sprinklers calculated: 2 No. of nozzles calculated: 0 In -rack Demand: N/A gpm at Node: N/A Hose Streams: 0.0 gpm at Node: 1 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 26.35 @ 66.997 Type of System: Wet Volume of Dry or PreAction System: N/A for Node: 1 Date: 8/2/2022 Location: Source: Rain City Fire Protection Name of Contractor: RAIN CITY FIRE PROTECTION Address: 8220 INTERLAKE AVE N., SEATTLE WA 98103 Phone Number: Name of designer: Authority Having Jurisdiction: Notes: Automatic peaking results Left: 65.391 Right: N/A FI R2023-0055 REVISION Jul 03 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Calculation Date: 2023-06-20 INA HIOM'rON Wr^V= 'R M CO�MCY S /MA FROTK.TPM NANH4.iR iYST�� Allowance at Source (Safety Margin = 15.155 psi) L© M.E.P.CAD, Inc. �JJJAutoSPRINK 2019 v15.1.31.0 1 2023-06-2011:22:26AM Page 1 Job Name: PICKERING EDMONDS Remote Area Number: 1 1DD BD rD iM a Q 3D 2D 13 Hydraulic Graph N 1.85 Date: 2023-06-20 Water Supply Summary Sheet Node: 1 —Stati o PrE-sure 83.DDD System demand cu�vs 4 2D D P3 8o 123 133 147 Flow - 9pm 1IM 18D 2DD &@ M.E.P.CAD, Inc. �jjj AutoSPRINK 2019 v15.1.31.0 2023-06-20 11:22:27AM Paqe 2 4ilsummary Of Outflowing Devices Job Number: 1 wo -- Keport uescnption: Kesioentiai (i ) Actual Flow Minimum Flow K-Factor Pressure Device (apm) (apm) (K) (osi) EP Sprinkler 220 13.00 13.00 4.9 7.039 Sprinkler 221 13.35 13.00 4.9 7.426 y Most Demanding Sprinkler Data L, © M.E.P.CAD, Inc. 111 AutoSPRINK 2019 05.1.31.0 2023-06-20 11:22:28AM Page 3 Job Name: PICKERING EDMONDS Remote Area Number: 1 Date: 2023-06-20 Supply Analysis Node Name Static (psi) Residual Flow (psi) co (gpm) Available Total Demand (psi) @ (gpm) Required Pressure (psi) 1 Water Supply 83.000 73.000 100.00 82.152 26.35 66.997 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 2'-0 Supply 66.997 26.35 220 30'-1 Sprinkler 7.039 13.00 221 30'-1 Sprinkler 7.426 13.35 45 30'-5 7.445 99 0'-7 50.132 186 -6'-0 70.463 &@ M.E.P.CAD, Inc. AN AutoSPRINK 2019 05.1.31. 2023-06-20 11:22:29AM Page 4 Job Name: PICKERING EDMONDS Remote Area Number: 1 Date: 2023-06-20 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) pf Friction Elev(Pe) (q) . Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) (psi) directly to (Pf) and shown as (Foot) 220 30'-1 4.9 13.00 1 (See 10'-3 150 7.039 ..... Route 1 Sprinkler, 8'-0 -0.154 Notes) 45 30'-5 13.00 1.1010 0.030666 E(7'-0), Tr(V-0) 18'-3 0.559 45 30'-5 13.35 1 (See 100'-6 150 7.445 Flow (q) from Route 2 109'-0 12.941 Notes) 99 0'-7 26.35 1.1010 0.113340 0), 12E(7r000)) 209'-6 29.746 BFP(-6BV(5' 99 0' 7 1 (See 68'-0'/2 150 50.132 4'-8 2.838 Notes) 186 -6'-0 26.35 0.9950 0.185562 2E(2'-4), WMV(-4.000), GV 72'-8'/2 17.494 186 -6-0 4 (See 8'-0 150 70.463 -3.468 Notes) 1 2'-0 26.35 3.8570 0.000253 Water Supply 8 0 0.002 0.00 66.997 Hose Allowance At Source Total(Pt) Route 1 1 26.35 221 30'-1 4.9 13.35 1 (See 0'-4'/z 150 7.426 ••••• Route 2••••• Sprinkler, 5'-0 -0.154 Notes) 45 30'-5 13.35 1.1010 0.032222 T(5'-0) 5'-4'/z 0.173 7.445 Total(Pt) Route 2 & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2019 05.1.31.0 1 2023-06-20 11:22:30AM Page 5 Job Name: PICKERING EDMONDS Remote Area Number: 1 Equivalent Pipe Lenoths of Valves and Fittinos (C=120 only) IC Value Multiplier Date: 2023-06-20 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 05.1.31.0 1 2023-06-20 11:22:30AM Page 6 Mffi Flow Diagram (Current View) IvO� Job Number: 1 L r-7 I L, © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.31.0 2023-06-20 11:22:31AM Page 7