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FIR2020-0071+Hydraulic_Calculations+7.27.2020_1.55.31_PM
Hydraulic Calculations for Project Name: Graphite I Arts Studio Location: 202 Main St., Edmonds WA 98020, Drawing Name: AutoSprink Design Temp Design Remote Area Number: Occupancy 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: Light Hazard 0.10gpm/ft2 1500ft2 (Actual 1666ft2) 225ft2 Upright 11 0 N/A gpm at Node: N/A 100.00 at Node: 1 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 376.00 a 46.530 Type of System: Volume of Dry or PreAction System: N/A Name of Contractor:Columbia Fire Inc Address: 111 South Findlay Street, Seattle WA 98108 Phone Number: (206) 232-8569 Name of designer: Li G. Li Authority Having JurisdictionEdmonds FM Notes: Automatic peaking results Left: N/A Right: N/A Calculation Date: 7/27/2020 Allowance at Source (Safety Margin = 67.066 psi) L@ M.E.P.CAD, Inc. �JJJAutoSPRINK 2019 v15.1.20.0 7/27/2020 8:35:07AM Page 1 Job Name: Graphite I Arts Studio Remote Area Number: 150 135 120 105 90 Q 75 a� 60 45 30 15 Hydraulic Graph N 1.85 Date: 7/27/2020 Water Supply Summary Sheet Node: 1 Static Pressure 376.00 118.450 @ 113.596 276.00 376.00 @ 46.530 i with Hose Allowance at Source S stem demand curve 1913.08 @ 20.000 1600 2000 2400 2800 Flow - gpm 3200 3600 4000 &@ M.E.P.CAD, Inc. 111 AutoSPRINK 2019 v15.1.20.0 7/27/2020 8:35:43AM Paqe 1 +� Summary Of Outflowing Devices ' ! 5 Job Number: 2002070 Report Description: Liqht Hazard Device Actual Flow pm Minimum Flow pm K-Factor K Pressure psi Sprinkler 101 28.06 22.50 5.6 25.113 Sprinkler 102 26.63 22.50 5.6 22.621 Sprinkler 103 25.67 22.50 5.6 21.019 Sprinkler 104 25.13 22.50 5.6 20.143 Sprinkler 105 24.98 22.50 5.6 19.898 Sprinkler 106 27.52 22.50 5.6 24.147 Sprinkler 107 25.61 22.50 5.6 20.909 Sprinkler 108 24.15 22.50 5.6 18.598 Sprinkler 109 23.12 22.50 5.6 17.047 Sprinkler 110 22.62 22.50 5.6 16.316 b Sprinkler 111 22.50 22.50 5.6 16.143 b Most Demanding Sprinkler Data �M © M.E.P.CAD, Inc. :P AutoSPRINK 2019 05.1.20.0 7/27/2020 8:35:55AM Page 1 Job Name: Graphite I Arts Studio Remote Area Number: Date: 7/27/2020 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices EquEquiv.(Foot) 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 pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 111 9'-6 5.6 22.50 1'/2 (See Notes) 10'-8 120 16.143 • • • • • Route I .... . Sprinkler 0.016234 110 9'-6 22.50 1.6820 10'-8 0.173 110 9'-6 5.6 22.62 1'/2 (See Notes) 12'-5 120 16.316 Sprinkler 0.058812 109 9'-6 45.12 1.6820 12'-5 0.731 109 9'-6 5.6 23.12 1'/2 (See Notes) 12'-3 120 17.047 Sprinkler 0.126437 108 9'-6 68.24 1.6820 12'-3 1.550 108 9'-6 5.6 24.15 1'/2 (See Notes) 10'-5 120 18.598 Sprinkler 0.221465 107 9'-6 92.39 1.6820 10'-5 2.311 107 9'-6 5.6 25.61 1'/2 (See Notes) 9'-3'/2 120 20.909 Sprinkler 0.348219 106 9'-6 118.00 1.6820 9'-3%2 3.238 106 9'-6 5.6 27.52 1'/2 (See Notes) 1'-1'/2 120 24.147 Sprinkler, PO(9'-11) 9'-11 0.513180 9 9'-6 145.52 1.6820 11'-0%2 5.661 9 9'-6 130.49 4 (See Notes) 144'-2'h 120 29.808 Flow (q) from Route 2 4E(13'-2), BFP(-7.000) 52'-8 0.018160 5.419 2 -3'-0 276.00 4.2600 196'-11 10.576 2 -3'-0 4 (See Notes) 50'-10'h 140 45.803 Water Supply 0.014296 1 -3'-0 276.00 4.2200 50'-10%2 0.727 100.00 46.530 Hose Allowance At Source Total(Pt) Route 1 1 376.00 105 9'-6 5.6 24.98 1'/2 (See Notes) 12'-5 120 19.898 • • • • • Route 2 Sprinkler 0.019699 104 9'-6 24.98 1.6820 12'-5 0.245 104 9'-6 5.6 25.13 1'/2 (See Notes) 12'-3 120 20.143 Sprinkler 0.071417 103 9'-6 50.11 1.6820 12'-3 0.876 �M, © M.E.P.CAD, Inc. �111 AutoSPRINK 2019 05.1.20.0 7/27/2020 8:36:09AM Page 1 Job Name: Graphite I Arts Studio Remote Area Number: Date: 7/27/2020 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices EquEquiv.(Foot) 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 pf Friction Loss Per Unit (Psi ) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 103 9'-6 5.6 25.67 1'/2 (See Notes) 10'-5 120 21.019 Sprinkler 0.153511 102 9'-6 75.79 1.6820 10'-5 1.602 102 9'-6 5.6 26.63 1'/2 (See Notes) 9'-3'/2 120 22.621 Sprinkler 0.267984 101 9'-6 102.42 1.6820 9'-3'/2 2.492 101 9'-6 5.6 28.06 1'/2 (See Notes) 1'-1'/2 120 25.113 Sprinkler, PO(9'-11) 9'-11 0.419440 4 9'-6 130.49 1.6820 11'-0 %2 4.627 4 9'-6 4 15'-0 120 29.740 0.004542 9 9'-6 130.49 4.2600 15'-0 0.068 29.808 Total(Pt) Route 2 �M, © M.E.P.CAD, Inc. �111 AutoSPRINK 2019 05.1.20.0 7/27/2020 8:36:09AM Page 2 Job Name: Graphite I Arts Studio Remote Area Number: Date: 7/27/2020 quivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier 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'/2' Elbow f Flow Device fd Flex Drop FDC Fire Department Connectic 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, © M.E.P.CAD, Inc. �111 AutoSPRINK 2019 v15.1.20.0 7/27/2020 8:36:09AM Page 3