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REVIEWED FIR2024-0067+Calculations+8.9.2024_6.29.10_PM+4432983Hydraulic Calculations for Project Name: 10429 240th PL SW: (2401-10429EDMONDS) Location: 10429 240th PL SW, EDMONDS, WA, 98020 Drawing Name: 2401-240th-pl-sw.cad Design Remote Area Number: Remote Area Location: 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: TWO H210 & H211 Residential 2 Head Calculation 0.20 gpm/ft2 1500 ft2 (Actual 82 ft2) 324 ft2 Other 2 0 RECEIVED Aug 21 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 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: 38.05 @ 49.542 Type of System: WET Volume of Dry/PreAction/Antifreeze/OtherAgent System: Name of Contractor: NW CUSTOM PLUMBING LLC Address: 5526 6th Ave NW, Marysville, WA 98271 Phone Number: Name of designer: Brent Besancon Authority Having Jurisdiction: : EDMONDS Notes: Automatic peaking results Left: N/A Right: N/A FI R2024-0067 Calculation Date: 8/8/2024 r---------------------------- + Ea fires WASHINGTON STATE • DEC s�. Sa cam nFICATS OF COMPSTUNCY • FIRE SPRINKLER EYSTENS Brent Allen Besancon 2409-0521-A Level NW Custom Plumbing, LLC NWCUSCP791RM 8/9/24 sl�e.e�re note Allowance at Source (Safety Margin = 44.819) N/A M M.E.P.CAD r11JAutoSPRINK 2023 v18.1.24.0 TWO 8/8/2024 7:55:58AM Page 1 Job Name: 10429 240th PL SW Remote Area Number: TWO 100 90 80 70 60 N a 50 in T IL 40 30 20 10 • Hydraulic Graph N 1.85 Date: 8/8/2024 Static Pressure 95.000 38.05 YCV94.361 Water Supply Summary Sheet Node: 1 38.05 49.542 System demand curve 500.00 @ 20.000 400 500 600 700 800 900 Flow - gpm SU pply:Static:95.000 Residual:20.000 Flowing:500.00 Available Flow @ 20 PSI:0.00 1000 1& © M.E.P.CAD ,1I1 AutoSPRINK 2023 v18.1.24.0 8/8/2024 7:56:OOAM Paqe 2 pJIYSummary Of Outflowing Devices..,. Job Number: 2401-10429EDMONDS - 7875fs-dgr-stone-3 usaun Report Description: Residential 2 Head Calculation (TWO) Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor K Pressure (psi) Sprinkler 210 19.05 19.00 4.9 15.109 C> Sprinkler 211 19.00 19.00 4.9 15.035 b Most Demanding Sprinkler Data (M © M.E.P.CAD AutoSPRINK 2023 08.1.24.0 8/8/2024 7:56:02AM Page 3 Job Name: 10429 240th PL SW Remote Area Number: TWO Date: 8/8/2024 Supply Analysis Node Name Static (psi) Residual Flow (psi) °� (gpm) Available Total Demand (psi) @ (gpm) Required Pressure (psi) 1 Water Supply 95.000 20.000 500.00 94.361 38.05 49.542 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 0'-0 Supply 49.542 38.05 210 17'-6 Sprinkler 15.109 19.05 211 17'-6 Sprinkler 15.035 19.00 13 18'-0 25.669 20 9'-6 29.913 21 9'-6 29.773 27 9'-6 28.505 29 18'-0 24.233 51 9'-6 34.851 58 9'-6 32.933 60 18'-0 25.669 68 18'-0 16.544 73 18'-0 16.626 101 9'-0 Sprinkler 7.000 Sprinkler 102 9'-0 Sprinkler 7.000 Sprinkler 103 9'-0 Sprinkler 7.000 Sprinkler 104 9'-0 Sprinkler 7.000 Sprinkler 105 9'-0 Sprinkler 7.000 Sprinkler 106 9'-0 Sprinkler 7.000 Sprinkler 1 ©M.E.P.CAD .11 AutoSPRINK 2023 v18.1.24. 8/8/2024 7:56:04AM Paqe 4 Job Name: 10429 240th PL SW Remote Area Number: TWO Date: 8/8/2024 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 107 9'-0 Sprinkler 7.000 Sprinkler 108 9'-0 Sprinkler 7.000 Sprinkler 109 9'-0 Sprinkler 7.000 Sprinkler 201 17'-6 Sprinkler 7.000 Sprinkler 202 17'-6 Sprinkler 7.000 Sprinkler 203 17'-6 Sprinkler 7.000 Sprinkler 204 18'-0 25.669 Sprinkler 205 17'-6 Sprinkler 7.000 Sprinkler 206 17'-6 Sprinkler 7.000 Sprinkler 207 17'-6 Sprinkler 7.000 Sprinkler 208 17'-6 Sprinkler 7.000 Sprinkler 209 17'-6 Sprinkler 7.000 Sprinkler 212 17'-6 Sprinkler 15.035 Sprinkler 213 17'-6 Sprinkler 7.000 Sprinkler 214 17'-6 Sprinkler 7.000 Sprinkler 215 17'-6 Sprinkler 7.000 Sprinkler 216 17'-6 Sprinkler 7.000 Sprinkler 1 ©M.E.P.CAD .11 AutoSPRINK 2023 v18.1.24. 8/8/2024 7:56:04AM Paqe 5 Job Name: 10429 240th PL SW Remote Area Number: TWO Date: 8/8/2024 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) 211 17'-6 4.9 19.00 3/, (See Notes) 0'-6 120 15.035 ••••• Route 1••••• Sprinkler, T(4'-0) 4'-0 0.383514 -0.217 68 18'-0 19.00 0.8240 4'-6 1.726 68 18'-0 1 6-9 150 16.544 0.012134 73 18'-0 4.30 0.8750 6'-9 0.082 73 18'-0 19.05 1 (See Notes) 27'-0 150 16.626 Flow (q) from Route 2 2E(1'-3), T(3'-1'/2) 5'_7,/z 0.277369 60 18'-0 23.35 0.8750 32'-7 9.043 60 18'-0 1.14 1 (See Notes) 9'-8'/2 150 25.669 Flow (q) from Route 4 2E(1'-2) 2'-4 0.297547 3.685 58 9'-6 23.31 0.8620 3.579 58 9'-6 1 (See Notes) T-10 150 32.933 C(3'-1'/2) T-1'/2 0.276628 51 9'-6 23.31 0.8750 6-11 1.918 51 9'-6 7.48 1'/2 (See Notes) 15'-11'/2 150 34.851 Flow (q) from Route 2 2E(1'-8'/2), PRV(-8.178), S 3'-5'/2 0.123361 4.119 1 0'-0 38.05 1.2440 rl 919'-5 1 10.572 0.00 49.542 Hose Allowance At Source Total(Pt) Route 1 1 38.05 210 17'-6 4.9 19.05 3/, (See Notes) 0'-6 120 15.109 ..... Route 2 Sprinkler, T(4'-0) 4'-0 0.385257 -0.217 73 18'-0 19.05 0.8240 4 6 1.734 16.626 Total(Pt) Route 2 20 9' 6 7.06 + 7.68 1 (See Notes) 36'-1'/2 150 29.913 ••••• Route 3••••• Flow (q) from Route 4 and 5 2E(1'-3), C(3'-1'/2) 5-7'/2 0.118327 51 9'-6 14.73 0.8750 41'-9 4.938 34.851 Total(Pt) Route 3 204 18'-0 0.03 1 3'-2'h 150 25.669 ••••• Route 4••••• Flow (q) from Route 6 0.000002 13 18'-0 0.03 0.8750 1 3'-2 /2 0.000 & © M.E.P.CAD Ill AutoSPRINK 2023 v18.1.24.0 TWO 8/8/2024 7:56:06AM Page 6 Job Name: 10429 240th PL SW Remote Area Number: TWO Date: 8/8/2024 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) 13 18'-0 7.02 1 (See 9'-11 150 25.669 Flow (q) from Route 7 2'-11 3.685 Notes) 21 9'-6 7.06 0.8620 0.032612 2E(1'-2), EE(0'-7) 12'-10 0.419 21 9'-6 3.13 1 (See 1'-6 150 29.773 Flow (q) from Route 8 T-1'/z -0.000 Notes) 20 9'-6 7.06 0.8750 0.030319 T(3'-1'/z) 4'-7'/z 0.140 29.913 Total(Pt) Route 4 29 18'-0 8.63 1 (See 10'-2'/z 150 24.233 ••••• Route 5••••• Flow (q) from Route 6 6-21/23.685 Notes) 27 9'-6 7.68 0.8620 0.038096 2E(1'-2), T(2'-11) 15'-5 0.587 27 9'-6 4.35 1 (See 35'-4'/z 150 28.505 Flow (q) from Route 3 4'-4'/2 -0.000 Notes) 20 9'-6 7.68 0.8750 0.035418 E(1'-3), T(T-1'/2) 39'-9 1.408 29.913 Total(Pt) Route 5 60 18'-0 1.14 1 (See 32'-5 150 25.669 ..... Route 6 Notes) T(3'-1'/2), Flow (q) from Route 4 5'-7'/z 204 18'-0 0.03 0.8750 0.000002 2E(1'-3) 38'-0'h 0.000 25.669 Total(Pt) Route 6 68 18'-0 4.30 1 (See 55-10'h 150 16.544 ••••• Route 7••••• Flow (q) from Route 1 9'-4,/z Notes) 29 18'-0 14.70 0.8750 0.117826 4EE(0'-7'/z), 3E(1'-3), C(3'-1'/2) 65'-3 7.688 29 18'-0 8.63 1 (See 40'-3'/2 150 24.233 Notes) C(3'-1'/�), Flow (q) from Route 6 7'-6 13 18'-0 7.02 0.8750 E(1'-3), T(3'-1'/2) r --0.030052 4T-9/2 1.436 25.669 Total(Pt) Route 7 & © M.E.P.CAD Ill AutoSPRINK 2023 v18.1.24.0 TWO 8/8/2024 7:56:06AM Page 7 Job Name: 10429 240th PL SW Remote Area Number: TWO Equivalent Pipe Lengths of Valves and Fittings (C=120 only) IC Value Multiplier Date: 8/8/2024 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 1111 AutoSPRINK 2023 vl8.1.24.0 TWO 8/8/2024 7:56:06AM Page 8 pffi IFlow Diagram (Isometric View) Job Number: 2401-10429EDMONDS - 7875fs-dgr-stone-3 [M © M.E.P.CAD >? AutoSPRINK 2023 v18.1.24.0 8/8/2024 7:56:08AM Page 9 Hydraulic Calculations for Project Name: 10429 240th PL SW: (2401-10429EDMONDS) Location: 10429 240th PL SW, EDMONDS, WA, 98020 Drawing Name: 2401-240th-pl-sw.cad Design Remote Area Number: ONE Remote Area Location: H212 Occupancy Classification: Residential 1 Head Calculation Density Area of Application: Coverage per Sprinkler: Type of sprinklers calculated: No. of sprinklers calculated: No. of nozzles calculated: In -rack Demand: Hose Streams: 0.20 gpm/ft2 1500 ft2 (Actual 44 ft2) 324 ft2 Other 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: 19.00 @ 34.236 Type of System: WET Volume of Dry/PreAction/Antifreeze/OtherAgent System: Name of Contractor: NW CUSTOM PLUMBING LLC Address: 5526 6th Ave NW, Marysville, WA 98271 Phone Number: Name of designer: Brent Besancon Authority Having Jurisdiction: : EDMONDS Notes: Automatic peaking results Left: N/A Right: N/A Calculation Date: 8/8/2024 Allowance at Source (Safety Margin = 60.587) N/A �© M.E.P.CAD r11JAutoSPRINK 2023 v18.1.24.0 ONE 8/8/2024 7:56:12AM Page 1 Job Name: 10429 240th PL SW Remote Area Number: ONE 100 90 80 70 60 Z u 50 w N IL 40 30 20 10 • Hydraulic Graph N 1.85 Date: 8/8/2024 Static Pressure 95.000 19.00 94.823 Water Supply Summary Sheet Node: 1 19.00 34.236 System demand curve 500.00 @ 20.000 400 500 600 700 800 900 Flow - gpm SU pply:Static:95.000 Residual:20.000 Flowing:500.00 Available Flow @ 20 PSI:0.00 1000 1& © M.E.P.CAD ,1I1 AutoSPRINK 2023 v18.1.24.0 8/8/2024 7:56:13AM Paqe 2 pJIYSummary Of Outflowing Devices..,. Job Number: 2401-10429EDMONDS - 7875fs-dgr-stone-3 usaun Report Description: Residential 1 Head Calculation (ONE) Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor K Pressure (psi) b Sprinkler 212 19.00 19.00 4.9 15.035 Most Demanding Sprinkler Data [M © M.E.P.CAD AutoSPRINK 2023 08.1.24.0 8/8/2024 7:56:15AM Page 3 Job Name: 10429 240th PL SW Remote Area Number: ONE Date: 8/8/2024 Supply Analysis Node Name Static (psi) Residual Flow (psi) °� (gpm) Available Total Demand (psi) @ (gpm) Required Pressure (psi) 1 Water Supply 95.000 20.000 500.00 94.823 19.00 34.236 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 0'-0 Supply 34.236 19.00 212 17'-6 Sprinkler 15.035 19.00 13 18'-0 19.549 20 9'-6 23.359 21 9'-6 23.327 27 9'-6 22.866 29 18'-0 18.976 32 18'-0 19.580 43 18'-0 19.582 49 18'-0 16.544 51 9'-6 24.768 58 9'-6 24.248 60 18'-0 19.592 101 9'-0 Sprinkler 7.000 Sprinkler 102 9'-0 Sprinkler 7.000 Sprinkler 103 9'-0 Sprinkler 7.000 Sprinkler 104 9'-0 Sprinkler 7.000 Sprinkler 105 9'-0 Sprinkler 7.000 Sprinkler 106 9'-0 Sprinkler 7.000 Sprinkler 1 ©M.E.P.CAD .11 AutoSPRINK 2023 v18.1.24. 8/8/2024 7:56:17AM Paqe 4 Job Name: 10429 240th PL SW Remote Area Number: ONE Date: 8/8/2024 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 107 9'-0 Sprinkler 7.000 Sprinkler 108 9'-0 Sprinkler 7.000 Sprinkler 109 9'-0 Sprinkler 7.000 Sprinkler 201 17'-6 Sprinkler 7.000 Sprinkler 202 17'-6 Sprinkler 7.000 Sprinkler 203 17'-6 Sprinkler 7.000 Sprinkler 204 18'-0 19.553 Sprinkler 205 17'-6 Sprinkler 7.000 Sprinkler 206 17'-6 Sprinkler 7.000 Sprinkler 207 17'-6 Sprinkler 7.000 Sprinkler 208 17'-6 Sprinkler 7.000 Sprinkler 209 17'-6 Sprinkler 7.000 Sprinkler 210 17'-6 Sprinkler 15.109 Sprinkler 211 17'-6 Sprinkler 15.035 Sprinkler 213 17'-6 Sprinkler 7.000 Sprinkler 214 17'-6 Sprinkler 7.000 Sprinkler 215 17'-6 Sprinkler 7.000 Sprinkler 216 17'-6 Sprinkler 7.000 Sprinkler 1 ©M.E.P.CAD .11 AutoSPRINK 2023 v18.1.24. 8/8/2024 7:56:17AM Paqe 5 Job Name: 10429 240th PL SW Remote Area Number: ONE Date: 8/8/2024 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) 212 17'-6 4.9 19.00 3/, (See 0'-6 120 15.035 ••••• Route 1••••• Sprinkler, 4'-0 -0.217 Notes) 49 18'-0 19.00 0.8240 0.383514 T(4'-0) 4'-6 1.726 49 18'-0 1 (See 42'-5 150 16.544 6'-10'/2 Notes) 60 18'-0 10.37 0.8750 0.061842 2EE(0'-7'/2), 2E(1'-3), T(3'-1'/2) 49'-3'/2 3.047 60 18'-0 1.14 1 (See 9'-8'/2 150 19.592 Flow (q) from Route 4 2'-4 3.685 Notes) 58 9'-6 11.52 0.8620 0.080731 2E(1'-2) 12' -0'/2 0.971 58 9'-6 1 (See 3'-10 150 24.248 3'-1'/2 Notes) 51 9'-6 11.52 0.8750 0.075056 C(3'-1'/2) 6' 11 0.520 51 9'-6 7.48 1'h (See 15'-11'/2 150 24.768 Flow (q) from Route 2 3'-5'/2 4.119 Notes) 1 0'-0 19.00 1.2440 0.034142 2E(1'-8'/2), PRV(-4.687), S 19-5 5.349 0.00 34.236 Hose Allowance At Source Total(Pt) Route 1 1 19.00 20 9' 6 4.35 + 3.13 1 (See 36'-1'/2 150 23.359 ••••• Route 2••••• Flow (q) from Route 3 and 5 Notes) 51 9'-6 7.48 0.8750 0.033779 2E(1'-3), C(3'-1'/2) 241/2'-7 1 9 1.410 24.768 Total(Pt) Route 2 29 18'-0 8.63 1 (See 10'-2'/2 150 18.976 ••••• Route 3••••• Flow (q) from Route 6 5'-2'/2 3.685 Notes) 27 9'-6 4.35 0.8620 0.013325 2E(1'-2), T(2'-11) 15'-5 0.205 27 9'-6 1 (See 35'-4'/2 150 22.866 4'-4'/2 -0.000 Notes) 20 9'-6 4.35 0.8750 0.012388 E(1'-3), T(S-1'/2) 39'-9 0.492 23.359 Total(Pt) Route 3 29 18'-0 8.63 1 (See 40'-3'/2 150 18.976 ..... Route 4 Notes) C(3'-1'/2), Flow (q) from Route 6 7'-6 13 18'-0 4.28 0.8750 0.012001 E(1'-3), T(3-1'/2) 47'-9/z 0.574 [k ©M.E.P.CAD Ill AutoSPRINK 2023 v18.1.24.0 ONE 8/8/2024 7:56:19AM Page 6 Job Name: 10429 240th PL SW Remote Area Number: ONE Date: 8/8/2024 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) 13 18'-0 1 3'-2'/2 150 19.549 0.001048 204 18'-0 1.14 0.8750 3'-2'/2 0.003 204 18'-0 1 (See Notes) 23'-7 150 19.553 2E(1'-3) 2'-6 0.001048 32 18'-0 1.14 0.8750 26' 1 0.027 32 18'-0 1 2'-4'/2 150 19.580 0.000755 43 18'-0 0.96 0.8750 0.002 43 18'-0 0.19 1 (See Notes) 6'-5'/2 150 19.582 Flow (q) from Route 7 T(3'-1'/2) 3'-1'/2 0.001048 60 18'-0 1.14 0.8750 9 7 0.010 19.592 Total(Pt) Route 4 21 9'-6 3.13 1 (See Notes) 1'-6 150 23.327 ..... Route 5 Flow (q) from Route 8 T(3'-1'/2) 3'-1'/2 0.006743 -0.000 20 9'-6 3.13 0.8750 4'-7'/2 0.031 23.359 Total(Pt) Route 5 49 18'-0 10.37 1 (See Notes) 47'-2'/2 150 16.544 ••••• Route 6••••• Flow (q) from Route 1 3E(1'-3), 2EE(0'-7'/2), C(3'-1'/2) 8'-1'/2 0.043959 29 18'-0 8.63 0.8750 55'-3'/2 2.431 18.976 Total(Pt) Route 6 32 18'-0 3/, (See Notes) 6'-9'/2 150 19.580 ••••• Route 7••••• C 2E(1'-1'/2), T(2'-2'/2) 6'-8 0.000132 43 18'-0 0.19 0.6710 13'- 5/z 0.002 19.582 Total(Pt) Route 7 13 18'-0 7.06 1 (See Notes) 9'-11 150 19.549 ..... Route 8 Flow (q) from Route 4 2E(1'-2), EE(0'-7) 2'-11 0.007253 3.685 21 9'-6 3.13 0.8620 12'-10 0.093 23.327 Total(Pt) Route 8 & © M.E.P.CAD Ill AutoSPRINK 2023 v18.1.24.0 ONE 8/8/2024 7:56:19AM Page 7 Job Name: 10429 240th PL SW Remote Area Number: ONE Equivalent Pipe Lengths of Valves and Fittings (C=120 only) IC Value Multiplier Date: 8/8/2024 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 FIN 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 1111 AutoSPRINK 2023 vl8.1.24.0 ONE 8/8/2024 7:56:19AM Page 8 pffi IFlow Diagram (Isometric View) Job Number: 2401-10429EDMONDS - 7875fs-dgr-stone-3 [M © M.E.P.CAD >? 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