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FIR2020-0069+Calculations+7.14.2020_1.38.09_PMHydraulic Calculations for FIR2020-0069 Project Name: 650 BELL STREET TOWNHOMES Location: 650 BELL STREET, EDMONDS, WA 98020, Drawinq Name: 650 Bell street townhomes.cad Design Remote Area Number: 1 Remote Area Location: Dry Sprinklers Occupancy Classification: Residential 13R Density 0.05gpm/ft2 Area of Application: 900ft2 (Actual 380ft2) Coverage per Sprinkler: 256ft2 Type of sprinklers calculated: Pendent, Sidewall No. of sprinklers calculated: 4 No. of nozzles calculated: 0 In -rack Demand: N/A gpm at Node: N/A Hose Streams: 20.00 at Node: 1-1 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1-1: 74.85 @ 48.616 From Water Supply at Node 1-3: 20.00 @ 48.677 Type of System: Volume of Dry or PreAction System: N/A Calculation Date: 6/23/2020 RECEIVED Jul 17 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Allowance at Source (Safety Margin = 6.321 psi) (Safety Margin = 6.321 psi) ----------------- Name of Contractor: ARROW FIRE PROTECTION r �� �►rw.��* s,rs.rr�ta� Address: 809 E. MOINTAINVIEW AVE, ELLENSBURG, WA 98926 a s Phone Number: 425.301.8707 Name of designer: DAN HUBBARD 1:11 limp Authority Having Jurisdiction: ------------°s-----`"—---- Notes: L© M.E.P.CAD, Inc. �JJJAutoSPRINK 2019 05.1.20.0 1 6/23/2020 1:29:46AM Page 1 Job Name: 650 BELL STREET TOWNHOMES Remote Area Number: 1 100 90 80 70 60 N I 50 N a 40 30 20 10 Hydraulic Graph N 1.85 Date: 6/23/2020 Water Supply Summary Sheet Node: 1-1 Available Supply Static Pressure 55.000 74.85 @ 54.998 1 1 54.85 @ 48.616 74.85 with Hose Allowance at Source--.-._._.,1000.00 @ 45.000 System demand curve 800 1000 1200 1400 Flow - gpm 1600 1800 0011111 &@ M.E.P.CAD, Inc. �jjj AutoSPRINK 2019 v15.1.20.0 6/23/2020 1:29:50AM Paqe 2 Job Name: 650 BELL STREET TOWNHOMES Remote Area Number: 1 100 90 80 70 60 N Q I 50 w N d a 40 30 20 10 Hydraulic Graph N 1.85 Date: 6/23/2020 Water Supply Summary Sheet Node: 1-3 Available Supply Static Pressure 55.000 74.85 @ 54.998 54.85 @ 48.677 74.85 with Hose Allowance at Source--.-._._.,1000.00 @ 45.000 System demand curve 800 1000 1200 1400 Flow - gpm 1600 1800 0011111 &@ M.E.P.CAD, Inc. �jjj AutoSPRINK 2019 v15.1.20.0 6/23/2020 1:29:50AM Paqe 3 Job Name: 650 BELL STREET TOWNHOMES Remote Area Number: 1 Date: 6/23/2020 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) 1-504 36'-6 4.2 12.60 1 (See Notes) 6'-7'/2 150 9.000 ••••• Route 1••••• Sprinkler, 3E(7'-0), T(5'-0) 26'-0 0.028943 0.385 1-130 35'-7'/2 12.60 1.1010 32'-7%2 0.945 1-130 35-7'/2 12.96 1'/2 (See Notes) 9'-9'/2 150 10.330 Flow (q) from Route 3 E(9'-0), Tr(1'-0) 10'-0 0.017458 0.000 1-38 35'-7'/2 25.56 1.5980 19'-9'/2 0.345 1-38 35'-7'/2 14.53 + 14.76 1'/2 (See Notes) 75'-8'/2 150 10.675 Flow (q) from Route 2 and 4 7Tr(1'-0), 2T(8'-0), 4E(9'-0), 3Z cplg(1'-0) 60'-0 0.071673 13.439 1-77 4'-7'/2 54.85 1.5980 135'-8'/2 9.726 1-77 4'-7'/2 2'/2 0'-0 120 33.840 0.009481 0.271 1-75 4'-0 54.85 2.6350 0'-0 0.000 1-75 4'-0 2 (See Notes) 1'-1 120 34.111 2f(-0.000) 0.025131 0.470 1-71 2'-11 54.85 2.1570 1 1 0.027 1-71 2'-11 2'/2 (See Notes) 0' 0 120 34.608 CV(-3.000), BV(7'-0) T-0 0.013016 0.399 1-67 2'-0 54.85 2.4690 7'-0 3.091 1-67 2'-0 1'/2 (See Notes) 92'-2'/2 150 38.098 Tr(1'-0), E(9'-0), WMV(-1.000), cplg(1'-0) 11'-0 0.071673 1.461 1-7 1'-4'/2 54.85 1.5980 103' 2/2 8.397 1-7 1'-4'/2 2'/2 (See Notes) 0' 0 120 47.957 BFP(2'-0) 2'-0 0.013016 1-5 1'-4'/2 54.85 2.4690 2 0 0.026 1-5 1'-4'/2 1'/2 (See Notes) 8'-10 150 47.983 Water Supply 0.071673 1-1 1'-4'/2 54.85 1.5980 8' 10 0.633 20.00 48.616 Hose Allowance At Source Total(Pt) Route 1 1-1 74.85 1-519 35'-2'/2 4.9 14.53 3/, (See Notes) 7'-10 150 8.790 ••••• Route 2••••• Sprinkler, E(T-0), C(T-O) 10'-0 0.115945 -0.184 1-38 35'-7'/2 14.53 0.8740 17'-10 2.069 & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2019 05.1.20.0 1 6/23/2020 1:29:52AM Page 4 Job Name: 650 BELL STREET TOWNHOMES Remote Area Number: 1 Date: 6/23/2020 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 F oot) (Foot) ) (psi) directly to (Pf) and shown as (Foot) 10.675 I Total(Pt) Route 2 1-505 34'-6 4.2 12.96 1 (See 13'-3 150 9.524 ••••• Route 3••••• Sprinkler, 29'-0 -0.482 Notes) 1-130 35'-7'/z 12.96 1.1010 0.030499 4E(7'-0), Tr(1'-0) 42'-3 1.288 10.330 Total(Pt) Route 3 1-518 35'-2'h 4.9 14.76 3/, (See 5'-0 150 9.069 ••••• Route 4••••• Sprinkler, 10'-0 -0.184 Notes) 1-38 35'-7'/z 14.76 0.8740 0.119347 E(T-0), C(T-O) 15'-0 1.790 10.675 Total(Pt) Route 4 & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2019 05.1.20.0 1 6/23/2020 1:29:52AM Page 5 Job Name: 650 BELL STREET TOWNHOMES Remote Area Number: 1 Equivalent Pioe Lenoths of Valves and Fittinos (C=120 only) IC Value Multiplier Date: 6/23/2020 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 05.1.20.0 1 6/23/2020 1:29:52AM Page 6 Hydraulic Calculations for Project Name: 650 BELL STREET TOWNHOMES Location: 650 BELL STREET, EDMONDS, WA 98020, Drawinq Name: 650 Bell street townhomes.cad Design Remote Area Number: 2 Remote Area Location: Dry Sprinklers Occupancy Classification: Residential 13R Density 0.05gpm/ft2 Area of Application: 900ft2 (Actual 337ft2) Coverage per Sprinkler: 256ft2 Type of sprinklers calculated: Pendent, Sidewall No. of sprinklers calculated: 4 No. of nozzles calculated: 0 In -rack Demand: N/A gpm at Node: N/A Hose Streams: 20.00 at Node: 1-1 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1-1: 20.00 @ 46.130 From Water Supply at Node 1-3: 74.38 @ 46.069 Type of System: Volume of Dry or PreAction System: N/A Calculation Date: 6/23/2020 Allowance at Source (Safety Margin = 8.868 psi) (Safety Margin = 8.868 psi) Name of Contractor: ARROW FIRE PROTECTION a "" " " .. .� Address: 809 E. MOINTAINVIEW AVE, ELLENSBURG, WA 98926 Phone Number: 425.301.8707 �# s Name of designer: DAN HUBBARD Authority Having Jurisdiction:_ Yas"'s Notes: L© M.E.P.CAD, Inc. �111AutoSPRINK 2019 v15.1.20.0 2 6/23/2020 1:30:53AM Page 1 Job Name: 650 BELL STREET TOWNHOMES Remote Area Number: 2 100 90 80 70 60 N Q 50 d 40 30 20 10 Hydraulic Graph N 1.85 Date: 6/23/2020 Water Supply Summary Sheet Node: 1-1 Available Supply Static Pressure 55.000 74.38 @ 54.998 54.38 74.38 @ with 46.130 Hose Allowance at Source 1000.00 @ 45.000 System demand curve id-NIOMM"II 800 1000 1200 1400 Flow - gpm 1600 1800 0011111 &@ M.E.P.CAD, Inc. �jjj AutoSPRINK 2019 v15.1.20.0 6/23/2020 1:30:55AM Paqe 2 Job Name: 650 BELL STREET TOWNHOMES Remote Area Number: 2 100 90 80 70 60 N Q 50 IL 40 30 20 10 Hydraulic Graph N 1.85 Date: 6/23/2020 Water Supply Summary Sheet Node: 1-3 Available Supply Static Pressure 55.000 74.38 @ 54.998 54.38 74.38 @ with 46.069 Hose Allowance at Source 1000.00 @ 45.000 System demand curve id-NIOMM"II 800 1000 1200 1400 Flow - gpm 1600 1800 0011111 &@ M.E.P.CAD, Inc. �jjj AutoSPRINK 2019 v15.1.20.0 6/23/2020 1:30:55AM Paqe 3 Job Name: 650 BELL STREET TOWNHOMES Remote Area Number: 2 Date: 6/23/2020 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) 1-585 36'-6 4.2 12.60 1 (See Notes) 6'-7'/2 150 9.000 ••••• Route 1••••• Sprinkler, 3E(7'-0), T(5'-0) 26'-0 0.028943 0.385 1-200 35'-7'/2 12.60 1.1010 32'-7%2 0.945 1-200 35-7'/2 12.58 1'/2 (See Notes) 6'-8'/2 150 10.330 Flow (q) from Route 2 E(9'-0), Tr(1'-0) 10'-0 0.016985 1-197 35'-7'/2 25.18 1.5980 16-8 /2 0.284 1-197 35-7'/2 14.49 + 14.71 1'/2 (See Notes) 55'-9'/2 150 10.613 Flow (q) from Route 3 and 4 2T(8'-0), 3E(9'-0), 2Z, 2Tr(1'-0) cplg(1'-0) 46'-0 0.070562 5.636 1-234 22'-7'/2 54.38 1.5980 101'-9'/2 7.183 1-234 22'-7'/2 2'/2 0'-0 120 23.432 0.009334 0.271 1-232 22'-0 54.38 2.6350 0'-0 0.000 1-232 22'-0 2 (See Notes) 1'-1 120 23.703 2f(-0.000) 0.030448 0.470 1-228 20'-11 54.38 2.0670 1 1 0.033 1-228 20'-11 2'/2 (See Notes) 0' 0 120 24.206 CV(-3.000), BV(7'-0) T-0 0.012814 0.399 1-224 20'-0 54.38 2.4690 7'-0 3.090 1-224 20'-0 1'/2 (See Notes) 94'-9 150 27.694 Tr(1'-0), E(9'-0), WMV(-1.000), cplg(1'-0) 11'-0 0.070562 9.265 1-8 1'-4'/2 54.38 1.5980 105'-9 8.461 1-8 1'-4'/2 2'/2 (See Notes) 0' 0 120 45.420 BFP(2'-0) 2'-0 0.012814 1-4 1'-4'/2 54.38 2.4690 2 0 0.026 1-4 1'-4'/2 1'/2 (See Notes) 8'-10 150 45.446 Water Supply 0.070562 1-3 1'-4'/2 54.38 1.5980 8' 10 0.623 20.00 46.069 Hose Allowance At Source Total(Pt) Route 1 1-3 74.38 1-586 34'-6 4.2 12.58 3/, (See Notes) 0'-10 150 8.979 ••••• Route 2••••• Sprinkler, E(T-0), T(T-O) 10'-0 0.088907 -0.266 1-374 35'-1'/2 12.58 0.8740 10'-10 0.963 & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2019 05.1.20.0 2 6/23/2020 1:30:57AM Page 4 Job Name: 650 BELL STREET TOWNHOMES Remote Area Number: 2 Date: 6/23/2020 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) 1-374 35'-1'/z 1 (See 15'-1'/z 150 9.676 15'-0 -0.217 Notes) 1-200 35'-7'/z 12.58 1.1010 0.028880 2E(7'-0), Tr(1'-0) 30'-1 1/2 0.870 10.330 Total(Pt) Route 2 1-580 35'-2'/z 4.9 14.49 3/, (See 7'-10 150 8.739 •••••Route3••••• Sprinkler, 10'-0 -0.184 Notes) 1-197 35'-7'/z 14.49 0.8740 0.115326 E(T-0), C(T-O) 17'-10 2.058 10.613 Total(Pt) Route 3 1-579 35-2'/2 4.9 14.71 '/, (See 5'-0 150 9.017 ••••• Route 4••••• Sprinkler, 10'-0 -0.184 Notes) 1-197 35'-7'/z 14.71 0.8740 0.118711 E(T-0), C(T-O) 15'-0 1.781 10.613 Total(Pt) Route 4 & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2019 05.1.20.0 2 6/23/2020 1:30:57AM Page 5 Job Name: 650 BELL STREET TOWNHOMES Remote Area Number: 2 Equivalent Pioe Lenoths of Valves and Fittinos (C=120 only) IC Value Multiplier Date: 6/23/2020 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 05.1.20.0 2 6/23/2020 1:30:57AM Page 6