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REV1 FIR2023-0054+Calculations+7.2.2023_7.09.27_PM+3644660Hydraulic Calculations FIR2023-0054 REV23 0ISoION for Project Name: PICKERING EDMONDS Location: 300 6TH AVE SOUTH, EDMONDS, WA, 98020 Drawinq Name: Pickerinq 300 Design Remote Area Number: 1 Remote Area Location: Master Bedroom Occupancy Classification: Residential Commodity Classification: Residential Density Area of Application: Coverage per Sprinkler: Type of sprinklers calculated No. of sprinklers calculated: No. of nozzles calculated: In -rack Demand: Hose Streams: 0.05gpm/ft2 900ft2 (Actual 208ft2) 256ft2 Pendent 2 0 N/A gpm at Node: N/A 0.0 gpm at Node: 3 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 3: 26.60 @ 68.387 Type of System: Wet Volume of Dry or PreAction System: N/A for Node: 3 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: 67.213 Right: N/A Calculation Date: 2023-06-28 .-wws-----:mmm--w------- WAfN/MOTON ITATE 0SWTOMCKATU Or 60 raw rmwTuoT10N OrmancLaft *Vlm Allowance at Source (Safety Margin = 13.750 psi) L© M.E.P.CAD, Inc. �JJJAutoSPRINK 2019 v15.1.31.0 1 2023-06-28 4:13:15PM Page 1 Job Name: PICKERING EDMONDS Remote Area Number: 1 1DD SO rD eD c a o F� W B cD 2J LJ 13 Hydraulic Graph N 1.85 Date: 2023-06-28 Water Supply Summary Sheet Node: 3 —Static PrEssure 83.DDD 6. 'D g 82.13 r 13 3.3 3 2.333 215.9{iQ 15B.38 r Sgstsm dsmsnd cu�vE 2D 8o 123 133 147 Flow - g pm 1IM 18D 2DD &@ M.E.P.CAD, Inc. �jjj AutoSPRINK 2019 v15.1.31.0 2023-06-28 4:13:16PM Paqe 2 4ilsummary Of Outflowing Devices I Job Number: 1 usl9iaa Report Description: Residential (1) Device Actual Flow m Minimum Flow pm K-Factor K Pressure psi Sprinkler 215 13.60 13.00 4.9 7.707 y Sprinkler 222 b Most Demanding Sprinkler Data 13.00 13.00 4.9 7.039 L, © M.E.P.CAD, Inc. 111 AutoSPRINK 2019 05.1.31.0 2023-06-28 4:13:17PM Page 3 Job Name: PICKERING EDMONDS Remote Area Number: 1 Date: 2023-06-28 Supply Analysis Node Name Static (psi) Residual Flow (psi) co (gpm) Available Total Demand (psi) @ (gpm) Required Pressure (psi) 3 Water Supply 83.000 73.000 100.00 82.137 26.60 68.387 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 3 2'-0 Supply 68.387 26.60 215 30'-1 Sprinkler 7.707 13.60 222 30'-1 Sprinkler 7.039 13.00 35 30'-5 7.732 176 0'-7 51.284 193 -6'-0 71.853 &@ M.E.P.CAD, Inc. AN AutoSPRINK 2019 05.1.31. 2023-06-28 4:13:18PM Paqe 4 Job Name: PICKERING EDMONDS Remote Area Number: 1 Date: 2023-06-28 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) 222 30'-1 4.9 13.00 1 (See 12'-7 150 7.039 ..... Route 1 Sprinkler, 15'-0 -0.154 Notes) 35 30'-5 13.00 1.1010 0.030666 2E(7'-0), Tr(1'-0) 27'-7 0.846 35 30'-5 13.60 1 (See 100'-4'/2 150 7.732 Flow (q) from Route 2 113'-0 12.941 Notes) 176 0'-7 26.60 1.1010 0.115340 3Tr(1'-0), 8T(5'-0), 10E(7'-0), 213'-4'/2 30.611 BFP(-6.000), BV 176 0' 7 1 (See 68'-0'/2 150 51.284 4'-8 2.838 Notes) 193 -6'-0 26.60 0.9950 0.188836 2E(2'-4), WMV(-4.000), GV 72'-8'/2 17.732 193 -6-0 4 (See 8'-0 150 71.853 -3.468 Notes) 3 2'-0 26.60 3.8570 0.000257 Water Supply 8 0 0.002 0.00 68.387 Hose Allowance At Source Total(Pt) Route 1 3 26.60 215 30'-1 4.9 13.60 1 (See 0'-4'h 150 7.707 ••••• Route 2••••• Sprinkler, 5'-0 -0.154 Notes) 35 30'-5 13.60 1.1010 0.033348 T(5'-0) 5'-4/2 0.179 7.732 Total(Pt) Route 2 & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2019 05.1.31.0 1 2023-06-28 4:13:19PM Page 5 Job Name: PICKERING EDMONDS Remote Area Number: 1 Equivalent Pipe Lenoths of Valves and Fittinos (C=120 only) IC Value Multiplier Date: 2023-06-28 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 2023-06-28 4:13:19PM Page 6 Mffi Flow Diagram (Current View) ivuiaa Job Number: 1 L, © M.E.P.CAD, Inc. 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