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REVIEWED FIR2023-0052+Calculations+5.31.2023_8.43.38_AM+3577319Hydraulic Calculations for 191tK11ON Wow,A Project Name: HAIDER RESIDENCE Location: 915 BROOKSMERE ST, , EDMONDS, WA 98028 Drawing Name: 80384 Haider Residence R00 FP1 Fire Sprinkler Plan 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 Bonus Space Residential 13D N/A 0.050 gpm/ft2 214.44 ft2 (Actual 214.44 ft2) 256.00 ft2 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: 26.41 @ 57.767 Type of System: Wet Volume of Dry/PreAction/Antifreeze/OtherAgent N/A Name of Contractor: RED HAWK FIRE PROTECTION Address: 801 VALLEY AVE NW, SUITE D PUYALLUP, WA98371 Phone Number: 253-840-9900 Name of designer: STEPHEN LINDSTROM Authority Having Jurisdiction: CITY OF EDMONDS Notes: WASHINGTON STATE � E CERTIFICATE OF COMPETENCY E FIRE PROTECTION SPRINKLER SYSTEMS Travis Clifton Kinne N 0835-1021-C Level CD E Red Hawk Fire Protection, LLC i REDHAHF901QP 8 • of j Explr•S i Signature DEC 31, 23 E � � Calculation Date: 5/24/2023 RECEIVED Jun 01 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Allowance at Source (Safety Margin = 27.191) �© M.E.P.CAD, Inc. �JjAutoSPRINK 2022 07.1.16.0 1 5/24/2023 1:33:12PM Page 1 Job Name: HAIDER RESIDENCE Remote Area Number: 1 100 M 80 70 60 w u 50 u, N N a 40 30 20 Me • Hydraulic Graph N 1.85 Date: 5/24/2023 Water Supply Summary Sheet Node: 1 —Available Supply Static Pressure 85.000 26.41 @ 84.957 673.00 68.000 26.41 @ 57.767 System demand curve LILLLLL I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 600 750 900 1050 Flow - gpm 1200 1350 1500 1& © M.E.P.CAD, Inc. 'c$l AutoSPRINK 2022 v17.1.16.0 5/24/2023 1:33:14PM Page 2 Job Name: HAIDER RESIDENCE Remote Area Number: 1 Hydraulic Graph N 1.85 Date: 5/24/2023 100 BOR Summary Sheet 90 Node: 3 Static Pressure 83.483 80 Available Supply 26.41 @ 74.486 26.41 @ 84.957 70 60 .N u 50 y w 26.41 @ 47.295 a� EL` 40 30 System demand curve 20 10 0 0 6 12 18 24 30 36 42 48 54 60 Flow - gpm 1& © M.E.P.CAD, Inc. 'c$l AutoSPRINK 2022 07.1.16.0 5/24/2023 1:33:14PM Page 3 pjjy Summary Of Outflowing Devices..,. Job Number: 80384 - Remote Area ummm Report Description: Residential 13D (1) Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor K Pressure (psi) b Sprinkler 100 13.00 13.00 4.9 7.039 Sprinkler 101 13.41 13.00 4.9 7.491 b Most Demanding Sprinkler Data [M © M.E.P.CAD, Inc. AutoSPRINK 2022 07.1.16.0 5/24/2023 1:33:16PM Page 4 Job Name: HAIDER RESIDENCE Remote Area Number: 1 Date: 5/24/2023 Supply Analysis Node Name Static (psi) Residual Flow (psi) °� (gpm) Available Total Demand (psi) @ (gpm) Required Pressure (psi) 1 Water Supply 85.000 68.000 673.00 84.957 26.41 57.767 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 -3-0 Supply 57.767 26.41 100 16-11 Sprinkler 7.039 13.00 101 16-11 Sprinkler 7.491 13.41 2 -3-0 54.972 3 0-6 Gauge 47.295 10 17-4 7.478 11 17-4 8.353 12 17-4 8.520 16 17-4 8.519 20 8-4 39.327 @ M.E.P.CAD, Inc. f AutoSPRINK 2022 07.1.16. 5/24/2023 1:33:18PM Page 5 Job Name: HAIDER RESIDENCE Remote Area Number: 1 Date: 5/24/2023 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) 100 16-11 4.9 13.00 1 (See Notes) 12-6'/2 150 7.039 ••••• Route 1••••• Sprinkler, E(7-0), Tr(1-0) 8-0 0.030666 -0.190 10 17-4 13.00 1.1010 20-6'/2 0.629 10 17-4 13.41 1 (See Notes) 6-8 150 7.478 Flow (q) from Route 2 b(1-0) 1-0 0.113811 11 17-4 26.41 1.1010 7 8 0.875 11 17-4 1'/2 (See Notes) 0 0 150 8.353 E(9-0) 9-0 0.018547 12 17-4 26.41 1.5980 9 0 0.167 12 17-4 1 (See Notes) 0-0 150 8.520 Z 0.113811 -0.001 16 17-4 26.41 1.1010 0-0 0.000 16 17-4 1 (See Notes) 129-5 150 8.519 10E(7-0), 5T(5-0), 11Tr(1-0), b (1-0) 107-0 0.113811 3.903 20 8-4 26.41 1.1010 236-5 26.905 20 8-4 1'/2 (See Notes) 7-0 150 39.327 T(8-0), 3Tr(1-0), f(-0.000), U(1- 0), BFP(-4.220), BOR 12-0 0.018547 3.396 3 0-6 26.41 1.5980 19 0 4.573 3 0-6 1'/2 (See Notes) 53-6 150 47.295 E(9-0), WMV(-5.000) 9-0 0.018547 1.517 2 -3-0 26.41 1.5980 62-6 6.159 2 3 0 1 (See Notes) 15-0 150 54.972 Water Supply 0.186332 1 3-0 26.41 0.9950 15-0 2.795 0.00 57.767 Hose Allowance At Source Total(Pt) Route 1 1 26.41 101 16-11 4.9 13.41 1 (See Notes) 0-5'/2 150 7.491 ••••• Route 2••••• Sprinkler, T(5-0) 5-0 0.032486 -0.190 10 17-4 13.41 1.1010 5 5'/2 0.177 7.478 Total(Pt) Route 2 & © M.E.P.CAD, Inc. 'd AutoSPRINK 2022 v17.1.16.0 1 5/24/2023 1:33:21 PM Page 6 Job Name: HAIDER RESIDENCE Remote Area Number: 1 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) IC Value Multiplier Date: 5/24/2023 Actual Inside Diameter 4,87 Factor Value Of C 100 130 140 150 = 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 Backflow 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'/� Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90' FireLock(TM) Elbow fEE 45' 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. 1111 AutoSPRINK 2022 vl7.1.16.0 1 5/24/2023 1:33:20PM Page 7