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APPROVED FIR2023-0048+Calculations+5.21.2023_6.15.21_PM+3558536Hydraulic Calculations for Project Name: Pezza Residence Location: 702 Cedar St, Edmonds, WA, 98020 Drawing Name: 22-416.cad Design Remote Area Number: 01 Remote Area Location: BASEMENT-LIVINGROOM Occupancy Classification: Residential Commodity Classification: 13D Density Area of Application: Coverage per Sprinkler: Type of sprinklers calculated: No. of sprinklers calculated: No. of nozzles calculated: In -rack Demand: Hose Streams: 0.05gpm/ft2 900ft2 (Actual 233.5ft2) 256ft2 Pendent 2 0 N/A gpm at Node: 0.0 gpm at Node: N/A 1 Type Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 26.31 @ 36.33 Type of System: WET Volume of Dry or PreAction System: N/A Name of Contractor: RAINIER PROFESSIONALS Address: 299 1ST AVE NW, ISSAQUAH, WA98027 Phone Number: Name of designer: Bailey Klitzke, EIT Authority Having Jurisdiction: Notes Automatic peaking results Left: N/A Right: N/A Calculation Date: 4/25/2022 FIR2023-0048 RECEIVED 5/21/23 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Allowance at Source (Safety Margin = 18.25 psi) �© M.E.P.CAD, Inc. �JjAutoSPRINK 2019 05.1.22.0 01 4/25/2022 3:05:16PM Page 1 Hydraulic Graph Job Name: Pezza Residence N 1.85 Remote Area Number: 01 Date: 4/25/2022 100 Water Supply Summary Sheet 90 Node: 1 80 70 60 C- Static Pressure 26.31 55.00 @ 54.5 100.00 50.00 50 a� a` 40 26.31 @ 36.33 30 20 System demand curve 10 0 0 20 40 60 80 100 120 140 160 180 200 Flow - gpm 1& © M.E.P.CAD, Inc. 'c$l AutoSPRINK 2019 05.1.22.0 4/25/2022 3:05:17PM Page 2 pjjy Summary Of Outflowing Devices = I Job Number: 22-416 ummm Report Description: Residential (01) Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor K) Pressure (psi) C> Sprinkler 124 13.00 13.00 4.9 7.04 Sprinkler 127 13.31 13.00 4.9 7.38 r* Most Demanding Sprinkler Data [M © M.E.P.CAD, Inc. AutoSPRINK 2019 05.1.22.0 4/25/2022 3:13:49PM Page 1 Job Name: Pezza Residence Remote Area Number: 01 Date: 4/25/2022 Supply Analysis Node Name Static (psi) Residual Flow (psi) °� (gpm) Available Total Demand (psi) @ (gpm) Required Pressure (psi) 1 Water Supply 55.00 50.00 100.00 54.58 26.31 36.33 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 -3'-0" Supply 36.33 26.31 124 1'-2'/2' Sprinkler 7.04 13.00 127 1'-2'/z' Sprinkler 7.38 13.31 3 1'-01, 24.95 5 -3'-0" 34.48 45 8'-11" Gauge 13.14 53 10'-8" 11.33 83 -0'-9'/z' 7.37 @ M.E.P.CAD, Inc. f AutoSPRINK 2019 05.1.22. 4/25/2022 3:05:19PM Page 5 Job Name: Pezza Residence Remote Area Number: 01 Date: 4/25/2022 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) 124 1'-2'/2' 4.9 13.00 1 (See Notes) 10'-10'/2' 150 7.04 ..... Route 1 Sprinkler, E(5'-0"), Tr(1'-0") 6'-0" 0.030666 -0.19 83 -0'-9'/2' 13.00 1.1010 16'-10' '/2 0.52 83 -0'-9'/2' 13.31 1 (See Notes) 52'-0'/2' 150 7.37 Flow (q) from Route 2 3E(5'-0"), 2Tr(1'-0"), 2T(5'-0") 27'-0" 0.113030 -4.97 53 10'-8" 26.31 1.1010 79'' 8.94 53 10'-81, 1'/4 (See Notes) 22'-1" 150 11.33 E(6'-0"), BOR, f(-0.00), Tr(1'-0" 7'-0" 0.035821 0.76 45 8'-11" 26.31 1.3940 1.04 45 8'-11" 1'/4 (See Notes) 7'-11" 150 13.14 3Tr(1'-0"), f(-3.00), BFP(-5.00), GV 3'-0" 0.035821 3.42 3 1'-0" 26.31 1.3940 10' 11" 8.39 3 1' 0" 1'/z (See Notes) 79'-9'/2" 150 24.95 E(1'-10"), WMV(-3.06) 1'-101, 0.057925 1.74 5 -3'-0" 26.31 1.2630 g1'' 7.79 5 3'-0" 1 (See Notes) 10'-01, 150 34.48 Water Supply 0.185055 1 -3'-0" 26.31 0.9950 10'-0" 1.85 0.00 36.33 Hose Allowance At Source Total(Pt) Route 1 1 26.31 127 -1'-2'/2' 4.9 13.31 1 (See Notes) 0'-51, 150 7.38 ..... Route 2 Sprinkler, T(5'-0") 5'-0" 0.032048 -0.19 83 -0'-9'/2' 13.31 1.1010 5'-5'/2' 0.17 7.37 Total(Pt) Route 2 & © M.E.P.CAD, Inc. 'd AutoSPRINK 2019 05.1.22.0 01 4/25/2022 3:05:21 PM Page 6 Job Name: Pezza Residence Remote Area Number: 01 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) IC Value Multiplier Date: 4/25/2022 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 2019 05.1.22.0 01 4/25/2022 3:05:21 PM Page 7 Hydraulic Calculations for Project Name: Pezza Residence Location: 702 Cedar St, Edmonds, WA, 98020 Drawing Name: 22-416.cad 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: 02 BASEMENT: STORAGE Residential 13D 0.05gpm/ft2 900ft2 (Actual 87.3ft2) 400ft2 Pendent 1 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: 13.00 @ 21.45 Type of System: WET Volume of Dry or PreAction System: N/A Name of Contractor: RAINIER PROFESSIONALS Address: 299 1ST AVE NW, ISSAQUAH, WA98027 Phone Number: Name of designer: Bailey Klitzke, EIT Authority Having Jurisdiction: Notes: Automatic peaking results Left: N/A Right: N/A Calculation Date: 4/25/2022 Allowance at Source (Safety Margin = 33.44 psi) �© M.E.P.CAD, Inc. �JjAutoSPRINK 2019 05.1.22.0 02 4/25/2022 3:05:23PM Page 1 Job Name: Pezza Residence Remote Area Number: 02 100 90 80 70 60 Q 50 a� 40 30 20 10 0 0 20 40 Hydraulic Graph N 1.85 Date: 4/25/2022 Water Supply Summary Sheet Node: 1 Available Supply Static Pressure 55.00 13.00 54.89 100.00 0 50.00 13.00 21.45 S stem demand curve 60 80 100 120 140 Flow - gpm 160 180 80111 1& © M.E.P.CAD, Inc. 'c$l AutoSPRINK 2019 v15.1.22.0 4/25/2022 3:05:24PM Page 2 pjjy Summary Of Outflowing Devices = I Job Number: 22-416 ummm Report Description: Residential (02) Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor K) Pressure (psi) b Sprinkler 128 13.00 13.00 4.9 7.04 b Most Demanding Sprinkler Data [M © M.E.P.CAD, Inc. > AutoSPRINK 2019 05.1.22.0 4/25/2022 3:15:45PM Page 1 Job Name: Pezza Residence Remote Area Number: 02 Date: 4/25/2022 Supply Analysis Node Name Static (psi) Residual Flow (psi) °� (gpm) Available Total Demand (psi) @ (gpm) Required Pressure (psi) 1 Water Supply 55.00 50.00 100.00 54.89 13.00 21.45 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 -3'-0" Supply 21.45 13.00 128 -1'-2" Sprinkler 7.04 13.00 3 1'-0" 16.71 5 -3'-0" 20.95 45 8'-11" Gauge 5.18 53 10'-8" 4.14 @ M.E.P.CAD, Inc. f AutoSPRINK 2019 05.1.22. 4/25/2022 3:05:27PM Page 5 Job Name: Pezza Residence Remote Area Number: 02 Date: 4/25/2022 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) 128 -1'-2" 4.9 13.00 1 (See 40'-9" 150 7.04 ••••• Route 1••••• Sprinkler, 32'-0" -5.13 Notes) 53 10'-8" 13.00 1.1010 0.030666 4E(5'-0"), 2Tr(1'-0"), 2T(5'-0") 72'-9" 2 23 53 10'-81, 1'/4 (See 22'-1" 150 4.14 7'-0" 0.76 Notes) 45 8'-11" 13.00 1.3940 0.009719 E(6'-0"), BOR, f(-0.00), Tr(1'-0" 0.28 45 8'-11" 1'/4 (See 7'-11" 150 5.18 3'-0" 3.42 Notes) 3 1'-0" 13.00 1.3940 0.009719 3Tr(1'-0"), f(-3.00), BFP(-5.00), 10' 11" 8.11 GV 3 1'-0" 1'/2 (See 79'-9'/2' 150 16.71 1'-101, 1.74 Notes) 5 -3'-0" 13.00 1.2630 0.015716 E(1'-10"), WMV(-1.21) g1'-7'/2' 2.49 5 3'-0" 1 (See 10'-01, 150 20.95 Notes) 1 -3'-0" 13.00 0.9950 0.050207 Water Supply 10'-0" 0.50 21.45 Total(Pt) Route 1 & © M.E.P.CAD, Inc. 111 AutoSPRINK 2019 05.1.22.0 02 4/25/2022 3:05:28PM Page 6 Job Name: Pezza Residence Remote Area Number: 02 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) IC Value Multiplier Date: 4/25/2022 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 2019 05.1.22.0 02 4/25/2022 3:05:28PM Page 7 Hydraulic Calculations for Project Name: Pezza Residence Location: 702 Cedar St, Edmonds, WA, 98020 Drawing Name: 22-416.cad 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: 03 FIRST FLOOR -AWAY ROOM Residential 13D 0.05gpm/ft2 900ft2 (Actual 160.7ft2) 400ft2 Pendent 1 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: 20.00 @ 39.40 Type of System: WET Volume of Dry or PreAction System: N/A Name of Contractor: RAINIER PROFESSIONALS Address: 299 1ST AVE NW, ISSAQUAH, WA98027 Phone Number: Name of designer: Bailey Klitzke, EIT Authority Having Jurisdiction: Notes: Automatic peaking results Left: N/A Right: N/A Calculation Date: 4/25/2022 Allowance at Source (Safety Margin = 15.34 psi) �© M.E.P.CAD, Inc. �JjAutoSPRINK 2019 05.1.22.0 03 4/25/2022 3:05:37PM Page 1 Job Name: Pezza Residence Remote Area Number: 03 100 90 80 70 60 N a 50 a� a` 40 30 20 10 0 0 20 40 Hydraulic Graph N 1.85 Date: 4/25/2022 Water Supply Summary Sheet Node: 1 Static Pressure 20.00 55.00 @ 54.7 100.00 50.00 20.00 @ 39.40 System demand curve 60 80 100 120 140 Flow - gpm 160 180 180111 1& © M.E.P.CAD, Inc. 'c$l AutoSPRINK 2019 v15.1.22.0 4/25/2022 3:05:38PM Page 2 pjjy Summary Of Outflowing Devices = I Job Number: 22-416 ummm Report Description: Residential (03) Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor K) Pressure (psi) b Sprinkler 122 20.00 2000. 4.9 16.66 b Most Demanding Sprinkler Data [M © M.E.P.CAD, Inc. AutoSPRINK 2019 05.1.22.0 4/25/2022 3:05:40PM Page 4 Job Name: Pezza Residence Remote Area Number: 03 Date: 4/25/2022 Supply Analysis Node Name Static (psi) Residual Flow (psi) °� (gpm) Available Total Demand (psi) @ (gpm) Required Pressure (psi) 1 Water Supply 55.00 50.00 100.00 54.75 20.00 39.40 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 -3'-0" Supply 39.40 20.00 122 10'-3" Sprinkler 16.66 20.00 3 1'-0" 31.33 5 -3'-0" 38.29 45 8'-11" Gauge 19.67 66 10'-8" 18.10 @ M.E.P.CAD, Inc. f AutoSPRINK 2019 05.1.22. 4/25/2022 3:05:41 PM Page 5 Job Name: Pezza Residence Remote Area Number: 03 Date: 4/25/2022 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) 122 10'-3" 4.9 20.00 1 (See 9'-01, 150 16.66 ••••• Route 1••••• Sprinkler, 15'-0" -0.19 N Notes) 66 10'-8" 20.00 1.1010 0.068041 2E(5'-0"), T(5'-0") 24'-0" 1.63 66 10'-81, 1'/4 (See 28'-4" 150 18.10 9'-0" 0.77 Notes) 45 8'-11" 20.00 1.3940 0.021563 3Tr(1'-0"), E(6'-0"), BOR, f(-0.0 0.81 45 8'-11" 1'/4 (See 7'-11" 150 19.67 3'-0" 3.42 Notes) 3 1'-0" 20.00 1.3940 0.021563 3Tr(1'-0"), f(-3.00), BFP(-5.00), 10' 11" 8.23 GV 3 1'-0" 1'/z (See 79'-9' '/2 150 31.33 1'-101, 1.74 Notes) 5 -3'-0" 20.00 1.2630 0.034869 E(1'-10"), WMV(-2.38) g1'-7'/2' 5.22 5 -3'-0" 1 (See 10'-01, 150 38.29 Notes) 1 -3'-0" 20.00 0.9950 0.111398 Water Supply 10'-0" 1.11 39.40 Total(Pt) Route 1 & © M.E.P.CAD, Inc. 111 AutoSPRINK 2019 05.1.22.0 03 4/25/2022 3:05:42PM Page 6 Job Name: Pezza Residence Remote Area Number: 03 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) IC Value Multiplier Date: 4/25/2022 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 2019 05.1.22.0 03 4/25/2022 3:05:42PM Page 7 Hydraulic Calculations for Project Name: Pezza Residence Location: 702 Cedar St, Edmonds, WA, 98020 Drawing Name: 22-416.cad 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: 04 FIRST FLOOR-LIVING/DINING AREA Residential 13D 0.05gpm/ft2 900ft2 (Actual 347.5ft2) 256ft2 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: 26.33 @ 39.21 Type of System: WET Volume of Dry or PreAction System: N/A Name of Contractor: RAINIER PROFESSIONALS Address: 299 1ST AVE NW, ISSAQUAH, WA98027 Phone Number: Name of designer: Bailey Klitzke, EIT Authority Having Jurisdiction: Notes: Automatic peaking results Left: 591.16 Right: N/A Calculation Date: 4/25/2022 Allowance at Source (Safety Margin = 15.36 psi) �© M.E.P.CAD, Inc. �JjAutoSPRINK 2019 05.1.22.0 04 4/25/2022 3:05:30PM Page 1 Hydraulic Graph Job Name: Pezza Residence N 1.85 Remote Area Number: 04 Date: 4/25/2022 100 Water Supply Summary Sheet 90 Node: 1 80 7o 60 C- Static Pressure 26.33 55.00 @ 54.5 100.00 50.00 50 a� a` 26.33 39.21 40 30 System demand curve 20 10 0 0 20 40 60 80 100 120 140 160 180 200 Flow - gpm 1& © M.E.P.CAD, Inc. 'c$l AutoSPRINK 2019 05.1.22.0 4/25/2022 3:05:31 PM Paqe 2 pjjy Summary Of Outflowing Devices = I Job Number: 22-416 ummm Report Description: Residential (04) Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor K) Pressure (psi) C> Sprinkler 114 13.00 13.00 4.9 7.04 Sprinkler 116 13.33 13.00 4.9 7.40 r* Most Demanding Sprinkler Data [M © M.E.P.CAD, Inc. AutoSPRINK 2019 05.1.22.0 4/25/2022 3:13:50PM Page 1 Job Name: Pezza Residence Remote Area Number: 04 Date: 4/25/2022 Supply Analysis Node Name Static (psi) Residual Flow (psi) °� (gpm) Available Total Demand (psi) @ (gpm) Required Pressure (psi) 1 Water Supply 55.00 50.00 100.00 54.58 26.33 39.21 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 -3'-0" Supply 39.21 26.33 114 12'-10" Sprinkler 7.04 13.00 116 12'-9/2' Sprinkler 7.40 13.33 3 1'-01, 27.82 5 -3'-0" 37.36 45 8'-11" Gauge 16.01 56 14'-1 " 7.04 65 14'-1 " 11.12 @ M.E.P.CAD, Inc. f AutoSPRINK 2019 05.1.22. 4/25/2022 3:05:34PM Page 5 Job Name: Pezza Residence Remote Area Number: 04 Date: 4/25/2022 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) 114 12'-10" 4.9 13.00 1 (See 12'-1'/2" 150 7.04 ••••• Route 1••••• Sprinkler, 6'-0" -0.56 Notes) 56 14'-1 " 13.00 1.1010 0.030666 E(5'-0"), Tr(1'-0") 18'-1'/2' 0.56 56 14'-1" 13.33 1 (See 28'-0'/2' 150 7.04 Flow (q) from Route 2 8'-0" Notes) 65 14'-1 " 26.33 1.1010 0.113161 3Tr(1'-0"), E(5'-0") 36'' 4.08 65 14'-1" 1'/4 (See 45' 8'/2' 150 11.12 28'-0" 2.25 Notes) 45 8'-11" 26.33 1.3940 0.035863 3E(6'-0"), 4Tr(1'-0"), T(6'-0"), 73'-8'/2' 2.64 BOR, f(-0.00) 45 8'-11" 1'/4 (See 7'-11" 150 16.01 3'-0" 3.42 Notes) 3 1'-0" 26.33 1.3940 0.035863 3Tr(1'-0"), f(-3.00), BFP(-5.00), 10' 11" 8.39 GV 3 1'-0" 1'/2 (See 79'-9'/2' 150 27.82 1'-10" 1.74 Notes) 5 -3'-0" 26.33 1.2630 0.057992 E(1'-10"), WMV(-3.06) g1'' 7.80 5 3'-0" 1 (See 10'-0" 150 37.36 Notes) 1 -3'-0" 26.33 0.9950 0.185269 Water Supply 10'-0" 1.85 0.00 39.21 Hose Allowance At Source Total(Pt) Route 1 1 26.33 116 12'-9'/2" 4.9 13.33 1 (See 1'-3'/2" 150 7.40 ••••• Route 2••••• Sprinkler, 5'-0" -0.56 Notes) 56 14'-1 " 13.33 1.1010 0.032122 T(5'-0") 6'-3'/2' 0.20 7.04 Total(Pt) Route 2 & © M.E.P.CAD, Inc. 'd AutoSPRINK 2019 05.1.22.0 04 4/25/2022 3:05:35PM Page 6 Job Name: Pezza Residence Remote Area Number: 04 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) IC Value Multiplier Date: 4/25/2022 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 2019 05.1.22.0 04 4/25/2022 3:05:35PM Page 7