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FIR2023-0056+Calculations+6.2.2023_5.24.39_AM+3583116Hydraulic Calculations for Project Name: PICKERING EDMONDS Location: 304 6TH AVE SOUTH, EDMONDS, WA, 98020 Drawinq Name: Pickerinq 304 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 229ft2) 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: 26.33 @ 61.858 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: 60.259 Right: N/A RECEIVED Jun 07 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 'y�1Y�C�1I11•'I• Calculation Date: 2023-06-01 ---------------------------- • MANNMOTON •TAT• ! wwTyr.owT� of NaT ►ru rwuT'oTwN wNNus,a rrsT>rr ID ! Allowance at Source (Safety Margin = 20.296 psi) L© M.E.P.CAD, Inc. �JJJAutoSPRINK 2019 v15.1.31.0 1 2023-06-01 9:46:22PM 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 —Stati o PrE-sure 83.DDD "?. 33 g 82.1 F 3 G?.b4 �?1.8F8 Systsm dsrrsira 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 9:46:23PM 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 102 13.33 13.00 4.9 7.399 y Sprinkler 103 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 2023-06-01 9:46:23PM 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 82.153 26.33 61.858 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 2'-0 Supply 61.858 26.33 102 30'-1 Sprinkler 7.399 13.33 103 30'-1 Sprinkler 7.039 13.00 4 30'-5 7.417 92 1'-1 44.784 97 -6'-0 65.324 &@ M.E.P.CAD, Inc. AN AutoSPRINK 2019 05.1.31. 2023-06-01 9:46:25PM Page 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) 103 30'-1 4.9 13.00 1 (See 9'-4 150 7.039 ••••• Route 1••••• Sprinkler, 8'-0 -0.154 Notes) 4 30'-5 13.00 1.1010 0.030666 E(7'-0), Tr(1'-0) 17'-4'/2 0.532 4 30'-5 13.33 1 (See 86'-10'/2 150 7.417 Flow (q) from Route 2 78'-0 12.709 Notes) 92 1'-1 26.33 1.1010 0.113150 8T(5'-0), 5E(7'-0), 3Tr(1'-0), r16'-10%2 24.657 BFP(-6.000) 92 1' 1 1 (See 68'-0'/2 150 44.784 4'-8 3.069 Notes) 97 -6'-0 26.33 0.9950 0.185251 BV, 2E(2'-4), WMV(-4.000), GV 72'-8'/2 17.471 97 -6-0 4 (See 8'-0 150 65.324 r;8 ;0: 3.468 Notes) 1 2'-0 26.33 3.8570 0.000252 Water Supply 0.002 0.00 61.858 Hose Allowance At Source Total(Pt) Route 1 1 26.33 102 30'-1 4.9 13.33 1 (See 0'-4'h 150 7.399 ••••• Route 2••••• Sprinkler, 5'-0 -0.154 Notes) 4 30'-5 13.33 1.1010 0.032115 T(5'-0) 5'-4'h 0.172 7.417 Total(Pt) Route 2 & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2019 05.1.31.0 1 2023-06-01 9:46:26PM 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 9:46:26PM Page 6 Mffi Flow Diagram (Current View) ivuiaa Job Number: 1 Ll © M.E.P.CAD, Inc. 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