Loading...
FIR2023-0003+Calculations+1.13.2023_1.10.26_PM+3314152Hydraulic Calculations for Project Name: Angel Residence Location: 15724 72nd Ave W, Edmonds, WA 98026, Drawing Name: AutoSprink Design Temp Design Remote Area Number: 1 Remote Area Location: 2nd FI Bed Rooms Occupancy Classification: Residential Commodity Classification: n/a Density 0.10gpm/ft2 Area of Application: 512ft2 (Actual 280ft2) 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: Hose Streams: 0.0 gpm at Node: N/A 1 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 26.00 @ 62.282 Type of System: 13D System Volume of Dry/PreAction/Antifreeze/OtherP N/A Name of Contractor:Columbia Fire Address: 111 S Findlay St., Seattle WA 98108 Phone Number: (206) 232-8569 Name of designer: Najeeb Habib Authority Having JurisdictionEdmonds FM Notes: Automatic peaking results Left: 184.404 Right: 187.456 RECEIVED Jan 19 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Calculation Date: 1/13/2023 FIR2023-0003 R M M M M M MWMAMSIFIC EO F COMPETENCYMUM R R <F RT ECTION Oi RSYS R R i1RF PROTECTION SPRINKLER SYSTEMS R Steve Adamson 4265.0691-C Level Columbia Fire, LLC. COL/UMFL795NJ EnPires ---------------------------+ Allowance at Source (Safety Margin = 82.831) L@ M.E.P.CAD, Inc. �JJJAutoSPRINK 2020 v16.3.26.0 1 1/13/202311:07:55AM Page 1 Hydraulic Graph Job Name: Angel Residence N 1.85 Remote Area Number: 1 Date: 1/13/2023 150 Static Pressure 145.180 Water Supply 26.00 @ 145.113 Summary Sheet 135 Node: 1 120 105 90 1000.00 @ 88.200 Q 75 a� a 6.00 @ 62.282 60 45 System demand curve 30 15 0 0200 400 600 800 1000 1200 1400 1600 1800 2000 Flow - gpm &@ M.E.P.CAD, Inc. 4M1 AutoSPRINK 2020 06.3.26.0 1/13/2023 11:08:52AM Page 1 Job Name: Angel Residence Remote Area Number: 1 Date: 1 /13/2023 Supply Analysis Node Name Static (psi) Residual Flow (psi) °C (gpm) Available Total Demand (psi) @ (gpm) Required Pressure (psi) 1 Water Supply 145.180 88.200 1000.00 145.113 26.00 62.282 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 -3'-0 Supply 62.282 26.00 119 17'-10 Sprinkler 7.039 13.00 121 17'-10 Sprinkler 7.041 13.00 3 -3'-0 62.282 24 -3'-0 60.198 28 9'-0 14.610 29 16-10 9.795 31 17'-10 8.885 32 -3'-0 23.877 33 1'-0 20.874 34 9'-0 16.411 41 9'-0 15.844 42 9'-0 16.057 44 17'-10 8.404 LM © M.E.P.CAD, Inc. AutoSPRINK 2020 v16.3.: 1/13/2023 11:14:40AM Page 1 Job Name: Anqel Residence Remote Area Number: 1 Date: 1/13/2023 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) when applicable, are added Fixed Pressure Losses, directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow tQ) Actual ID Total (Foot) Friction(Pf) 119 17'-10 4.9 13.00 1 (See Notes) 37'-3 150 7.039 ..... Route 1 Sprinkler, 6E(7'-0), 2Tr(1'-0), T(5'-0) 49'-0 0.026933 0.434 29 16-10 12.12 1.1010 863 2 323 29 16'-10 13.88 1 (See Notes) T-10 150 9.795 Flow (q) from Route 2 T(5'-0) 5'-0 0.110571 3.396 28 9'-0 26.00 1.1010 12'-10 1.419 28 9'-0 1 (See Notes) 26'-0 150 14.610 3Tr(1'-0), T(5'-0) 8'-0 0.052941 34 9'-0 17.46 1.1010 34'-0 1.801 34 9'-0 8.54 1 (See Notes) 8'-0 150 16.411 Flow (q) from Route 4 cplg(1'-0) 1'-0 0.110571 3.468 33 1'-0 26.00 1.1010 9 0 0.995 33 1'-0 1 (See Notes) 4'-0 120 20.874 E(2'-0) 2'-0 0.211471 1.734 32 -3'-0 26.00 1.0490 6' 0 1.269 32 -3'-0 1 (See Notes) 8T-7'/2 150 23.877 E(1'-2), WMV(-4.000) 1'-2 0.364103 24 -3'-0 26.00 0.8620 88'-9 36.321 24 -3'-0 1 (See Notes) 6'-6'/2 150 60.198 T(6'-9) 6-9 0.156646 3 -3'-0 26.00 1.0250 13'-3%2 2.083 3 -3'-0 8 (See Notes) 51'-11'/z 140 62.282 Water Supply 0.000006 1 -3'-0 26.00 8.3900 r5 151-11 %2 0.000 0.00 62.282 Hose Allowance At Source Total(Pt) Route 1 1 26.00 119 17'-10 4.9 13.00 1 (See Notes) 11'-4'/2 150 7.039 ••••• Route 2••••• Sprinkler, Tr(1'-0) 1'-0 0.000211 121 17'-10 0.88 1.1010 12'-4%2 0.003 121 1 T-10 4.9 13.00 1 (See Notes) 26'-4'/z 150 7.041 Sprinkler, Tr(1'-0), E(T-0), T(5'-0) 13'-0 0.034632 44 17'-10 13.88 1.1010 39'-4%2 1.363 [M/ © M.E.P.CAD, Inc. 1111 AutoSPRINK 2020 06.3.26.0 1 1/13/2023 11:09:11AM Page 1 Job Name: Anqel Residence Remote Area Number: 1 Date: 1/13/2023 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) when applicable, are added Fixed Pressure Losses, directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow tQ) Actual ID Total (Foot) Friction(Pf) 44 17'-10 1 (See Notes) 34'-0'/2 150 8.404 T(5'-0) E(T-0), 5Tr(1'-0) 17'-0 0.009416 31 17'-10 6.87 1.1010 51' -0 %2 0.481 31 17'-10 7.02 1 (See Notes) 5'-9 150 8.885 Flow (q) from Route 3 E(T-0), Tr(1'-0) 8'-0 0.034632 0.434 29 16-10 13.88 1.1010 13' 9 0.476 9.795 Total(Pt) Route 2 44 17'-10 6.87 1 (See Notes) 34'-0'h 150 8.404 ••••• Route 3••••• Flow (q) from Route 2 3Tr(1'-0), E(T-0), T(5'-0) 15'-0 0.009799 31 17'-10 7.02 1.1010 49' -0 %2 0.481 8.885 Total(Pt) Route 3 41 9'-0 1 (See Notes) 33'-0'/2 150 15.844 ..... Route 4 3Tr(1'-0), T(5'-0) 8'-0 0.005207 42 9'-0 4.99 1.1010 41'-0%2 0.214 42 9'-0 3.55 1 (See Notes 12'-0'/2 150 16.057 Flow (q) from Route 5 E(7'-0), Tr(1'-0), T(5'-0) 13'-0 0.014093 34 9'-0 8.54 1.1010 25'-0 1 0.353 16.411 Total(Pt) Route 4 28 9'-0 1 (See Notes) 33'-6'h 150 14.610 ..... Route 5 T(5'-0) 6E(7'-0), 2Tr(1'-0), T(5'-0) 54'-0 0.014093 41 9'-0 8.54 1.1010 87'-6%2 1.234 41 9'-0 1 (See Notes) 54'-9 150 15.844 T(5'-0) 2E(7'-0), 3Tr(1'-0) 22'-0 0.002784 42 9'-0 3.55 1.1010 769 0.214 16.057 Total(Pt) Route 5 [M/ © M.E.P.CAD, Inc. 1111 AutoSPRINK 2020 06.3.26.0 1 1/13/2023 11:09:11AM Page 2 Job Name: Anqel Residence Remote Area Number: 1 Date: 1/13/2023 :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 Eel 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. 1111 AutoSPRINK 2020 06.3.26.0 1 1/13/2023 11:09:11AM Page 3