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OLD FIR2023-0055+Calculations+6.2.2023_5.19.52_AM+3583107Hydraulic Calculations for FI R2023-0055 Project Name: PICKERING EDMONDS Location: 302 6TH AVE SOUTH, EDMONDS, WA, 98020 Drawinq Name: Pickerinq 302 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 Master Bedroom Residential Residential 0.05gpm/ft2 900ft2 (Actual 196ft2) 256ft2 Pendent 2 0 N/A gpm at Node 0.0 gpm at Node RECEIVED Jun 06 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT N/A 1 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 26.35 @ 61.707 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: 60.015 Right: N/A Calculation Date: 2023-06-01 --------------------------- wwsw�worar� srwrE o�rrlrsawn of ao■v�rt.+a+► ■ rum MtOTtC 10" NR fr11f■1Ci CV Allowance at Source (Safety Margin = 20.445 psi) L© M.E.P.CAD, Inc. �JJJAutoSPRINK 2019 v15.1.31.0 1 2023-06-01 9:39:15PM Page 1 Job Name: PICKERING EDMONDS Remote Area Number: 1 1DD c a o F� W B LD 2J LJ 13 Hydraulic Graph N 1.85 Date: 2023-06-01 Water Supply Summary Sheet Node: 1 —StatioPrEssure 83.DDD 'F.°F g.151.TD7 Systsm dErrsira m. vs 2D 8o 123 133 147 Flow - 9pm 1IM 18D 2DD &@ M.E.P.CAD, Inc. �jjj AutoSPRINK 2019 v15.1.31.0 2023-06-01 9:39:16PM Pape 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 2023-06-01 9:39:17PM Page 3 Job Name: PICKERING EDMONDS Remote Area Number: 1 Date: 2023-06-01 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 61.707 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 2'-0 Supply 61.707 26.35 220 30'-1 Sprinkler 7.039 13.00 221 30'-1 Sprinkler 7.426 13.35 45 30'-5 7.445 174 1'-1 44.610 186 -6'-0 65.173 &@ M.E.P.CAD, Inc. AN AutoSPRINK 2019 05.1.31. 2023-06-01 9:39:18PM Paqe 4 Job Name: PICKERING EDMONDS Remote Area Number: 1 Date: 2023-06-01 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(1'-0) 18'-3 0.559 45 30'-5 13.35 1 (See 84'-10 150 7.445 Flow (q) from Route 2 78'-0 12.709 Notes) 174 1'-1 26.35 1.1010 0.113340 7E(7'-0), 4Tr(1'-0), 5T(5'-0), 162'-10 24.456 BFP(-6.000) 174 1' 1 1 (See 68'-0'/2 150 44.610 4'-8 3.069 Notes) 186 -6-0 26.35 0.9950 0.185562 BV, 2E(2'-4), WMV(-4.000), GV 72' -8%2 17.494 186 -6-0 4 (See 8'-0 150 65.173 r;8 ;0: 3.468 Notes) 1 2'-0 26.35 3.8570 0.000253 Water Supply 0.002 0.00 61.707 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 2023-06-01 9:39:19PM Page 5 Job Name: PICKERING EDMONDS Remote Area Number: 1 Equivalent Pioe Lenoths of Valves and Fittinos (C=120 only) IC Value Multiplier Date: 2023-06-01 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 2023-06-01 9:39:19PM Page 6 Mffi Flow Diagram (Current View) Job Number: 1 ivuiaa 1 5 IIrk' � ti. L J aw_; C� r k { MMMJ Ll © M.E.P.CAD, Inc. Al AutoSPRINK 2019 05.1.31.0 2023-06-01 9:39:20PM Page 7