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REV1 FIR2024-0067_Calculations_10-28-2024_22_00_51_2401_10429_240th_PL_SW_CALCS_V2.
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: TWO Remote Area Location: H211 & H212 Occupancy Classification: Residential 2 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 82 ft2) 256 ft2 Other 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: 30.08 @ 29.379 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: 10/28/2024 Allowance at Source (Safety Margin = 40.346) N/A �© M.E.P.CAD r11JAutoSPRINK 2023 v18.1.24.0 TWO 10/28/2024 9:48:37PM Page 1 Job Name: 10429 240th PL SW Remote Area Number: TWO 100 90 80 70 60 N u 50 w N IL 40 30 20 10 • Hydraulic Graph N 1.85 Date: 10/28/2024 Water Supply Summary Sheet Node: 1 Static Pressure 70.000 30.08 69.724 30.08 29.379 System demand curve 500.00 @ 20.000 LL 400 500 600 700 800 900 Flow - gpm SU pply:Static:70.000 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 10/28/2024 9:48:39PM Paqe 2 pJIYSummary Of Outflowing Devices..,. Job Number: 2401-10429EDMONDS - 2401-240th-pl-sw ummm Report Description: Residential 2 Head Calculation (TWO) Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor K Pressure (psi) Sprinkler 211 15.08 15.00 4.9 9.471 C> Sprinkler 212 15.00 15.00 4.9 9.371 b Most Demanding Sprinkler Data L © M.E.P.CAD AutoSPRINK 2023 08.1.24.0 10/28/2024 9:48:41 PM Page 3 Job Name: 10429 240th PL SW Remote Area Number: TWO Date: 10/28/2024 Supply Analysis Node Name Static (psi) Residual Flow (psi) °� (gpm) Available Total Demand (psi) @ (gpm) Required Pressure (psi) 1 Water Supply 70.000 20.000 500.00 69.724 30.08 29.379 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 -0'-1 Supply 29.379 30.08 211 17'-5 Sprinkler 9.471 15.08 212 17'-5 Sprinkler 9.371 15.00 14 17'-11 16.690 21 9'-5 20.744 22 9'-5 20.651 28 9'-5 19.851 30 17'-11 15.793 35 17'-11 16.689 44 17'-11 16.689 52 9'-5 23.936 57 9'-5 22.693 59 17'-11 16.688 68 17'-11 10.269 76 17'-11 10.380 101 8'-11 Sprinkler 7.000 Sprinkler 102 8'-11 Sprinkler 7.000 Sprinkler 103 8'-11 Sprinkler 7.000 Sprinkler 104 8'-11 Sprinkler 7.000 Sprinkler 1 ©M.E.P.CAD .11 AutoSPRINK 2023 v18.1.24. 10/28/2024 9:48:43PM Paqe 4 Job Name: 10429 240th PL SW Remote Area Number: TWO Date: 10/28/2024 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 105 8'-11 Sprinkler 7.000 Sprinkler 106 8'-11 Sprinkler 7.000 Sprinkler 107 8'-11 Sprinkler 7.000 Sprinkler 108 8'-11 Sprinkler 7.000 Sprinkler 109 8'-11 Sprinkler 7.000 Sprinkler 201 17'-5 Sprinkler 7.000 Sprinkler 202 17'-5 Sprinkler 7.000 Sprinkler 203 17'-5 Sprinkler 7.000 Sprinkler 204 17'-5 Sprinkler 7.000 Sprinkler 205 17'-5 Sprinkler 7.000 Sprinkler 206 17'-5 Sprinkler 7.000 Sprinkler 207 17'-5 Sprinkler 7.000 Sprinkler 208 17'-5 Sprinkler 7.000 Sprinkler 209 17'-5 Sprinkler 7.000 Sprinkler 210 17'-5 Sprinkler 7.000 Sprinkler 213 17'-5 Sprinkler 7.000 Sprinkler 214 17'-5 Sprinkler 15.035 Sprinkler 215 17'-5 Sprinkler 7.000 Sprinkler 216 17'-5 Sprinkler 7.000 Sprinkler 217 17'-5 Sprinkler 7.000 Sprinkler 218 17'-5 Sprinkler 7.000 Sprinkler 1 ©M.E.P.CAD .11 AutoSPRINK 2023 v18.1.24. 10/28/2024 9:48:43PM Paqe 5 Job Name: 10429 240th PL SW Remote Area Number: TWO Date: 10/28/2024 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings 8, 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) 212 17'-5 4.9 15.00 3/, (See Notes) 0'-6 120 9.371 ••••• Route 1••••• Sprinkler, T(4'-0) 4'-0 0.247660 -0.217 68 17'-11 15.00 0.8240 4 6 1.115 68 17'-11 1 (See Notes) 10'_6'/2 150 10.269 2E(1'-3) 2'_6 0.008530 76 17'-11 3.56 0.8750 13' -0'/2 0.111 76 17'-11 15.08 1 (See Notes) 30'-1'/2 150 10.380 Flow (q) from Route 2 E(1'-3), T(3'-1'/2) 4'-4'/z 0.182779 59 17'-11 18.64 0.8750 34'-6 6.308 59 17'-11 1.87 1 (See Notes) 9'-8'/2 150 16.688 Flow (q) from Route 5 2E(1'-2) 2'-4 0.192848 3.685 57 9'-5 18.44 0.8620 12' -0'/2 2.320 57 9'-5 1 (See Notes) T-10 150 22.693 C(3'-1'/2) T-1'/2 0.179290 52 9'-5 18.44 0.8750 6-11 1.243 52 9'-5 7.60 1'/2 (See Notes) 14'-10 150 23.936 Flow (q) from Route 2 E(1'-8'/2), S 1'-8'/2 0.079875 4.119 1 -0'-1 30.08 1.2440 16' 7 1.324 0.00 29.379 Hose Allowance At Source Total(Pt) Route 1 1 30.08 211 17'-5 4.9 15.08 3/, (See Notes) 0'-6 120 9.471 ..... Route 2 Sprinkler, T(4'-0) 4'-0 0.250111 -0.217 76 17'-11 15.08 0.8240 4 6 1.126 10.380 Total(Pt) Route 2 21 9' 5 5.64 + 6.00 1 (See Notes) 36'-1'/2 150 20.744 ••••• Route 3••••• Flow (q) from Route 4 and 5 2E(1'-3), C(3'-1'/2) 5-7'/2 0.076496 52 9'-5 11.64 0.8750 41'-9 3.193 23.936 Total(Pt) Route 3 44 17'-11 0.30 1 2'-4'h 150 16.689 ••••• Route 4••••• Flow (q) from Route 7 0.000028 35 17'-11 0.16 0.8750 1 2'-4 /2 0.000 [M, © M.E.P.CAD Ill AutoSPRINK 2023 v18.1.24.0 TWO 10/28/2024 9:48:45PM Page 6 Job Name: 10429 240th PL SW Remote Area Number: TWO Date: 10/28/2024 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) 35 17'-11 0.03 1 (See 26'-9'/2 150 16.689 Flow (q) from Route 6 2'-6 Notes) 14 17'-11 0.19 0.8750 0.000039 2E(1'-3) 29'-3'/2 0.001 14 17'-11 5.44 1 (See 9'-11 150 16.690 Flow (q) from Route 7 2'-11 3.685 Notes) 22 9'-5 5.64 0.8620 0.021522 2E(1'-2), EE(0'-7) 12'-10 0.276 22 9'-5 1 (See 1'-6 150 20.651 3'-1'/2 -0.000 Notes) 21 9'-5 5.64 0.8750 0.020009 T(3'-1'/z) 4'-7'/2 0.093 20.744 Total(Pt) Route 4 30 17'-11 9.47 1 (See 10'-2'/z 150 15.793 ••••• Route 5••••• Flow (q) from Route 6 6-21/23.685 Notes) 28 9'-5 6.00 0.8620 0.024161 2E(1'-2), T(2'-11) 15'-5 0.373 28 9'-5 4.57 1 (See 35'-4'/z 150 19.851 Flow (q) from Route 3 4'-4'/2 -0.000 Notes) 21 9'-5 6.00 0.8750 0.022463 E(1'-3), T(3'-1'/2) 39'-9 0.893 20.744 Total(Pt) Route 5 59 17'-11 1.87 1 6'-5'/2 150 16.688 ••••• Route 6••••• T(3'-1'/2), Flow (q) from Route 5 T-1'/2 44 17'-11 0.19 0.8750 0.000039 9'-7 0.000 44 17'-11 0.30 3/4 (See 6'-9'/2 150 16.689 Notes) T(2'-2'/2), Flow (q) from Route 7 6'-8 35 17'-11 0.03 0.6710 0.000005 2E(1'-1'/2), C 13'-5'/2 0.000 16.689 Total(Pt) Route 6 68 17'-11 3.56 1 (See 65'-1'/2 150 10.269 ..... Route 7 Flow (q) from Route 1 g'_4'h Notes) 30 17'-11 11.44 0.8750 0.074163 4E(1'-3), 2EE(0'-7'/2), C(T-1'/2) 74'-6 5.525 30 17'-11 9.47 1 (See 40'-3'/2 150 15.793 Notes) C(3'-1'/2), Flow (q) from Route 6 7'-6 14 17'-11 5.44 0.8750 E(1'-3), T(3'-1'/2) r --0.018759 47-9/2 0.897 16.690 Total(Pt) Route 7 & © M.E.P.CAD Ill AutoSPRINK 2023 v18.1.24.0 TWO 10/28/2024 9:48:45PM 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: 10/28/2024 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 10/28/2024 9:48:45PM Page 8 Y Flow Diagram (Isometric View) Job Number: 2401-10429EDMONDS - 2401-240th-pl-sw & © M.E.P.CAD 15 AutoSPRINK 2023 08.1.24.0 10/28/2024 9:48:46PM 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: H214 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 @ 29.902 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: 10/28/2024 Allowance at Source (Safety Margin = 39.980) N/A �© M.E.P.CAD r11JAutoSPRINK 2023 v18.1.24.0 ONE 10/28/2024 9:48:50PM Page 1 Job Name: 10429 240th PL SW Remote Area Number: ONE 100 90 80 70 60 N u 50 w N IL 40 30 20 10 • Hydraulic Graph N 1.85 Date: 10/28/2024 Water Supply Summary Sheet Node: 1 Static Pressure 70.000 19.00 69.882 19.00 T 29.902 System demand curve 500.00 @ 20.000 400 500 600 700 800 900 Flow - gpm SU pply:Static:70.000 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 10/28/2024 9:48:52PM Paqe 2 pJIYSummary Of Outflowing Devices..,. Job Number: 2401-10429EDMONDS - 2401-240th-pl-sw ummm Report Description: Residential 1 Head Calculation (ONE) Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor K Pressure (psi) b Sprinkler 214 19.00 19.00 4.9 15.035 Most Demanding Sprinkler Data [M © M.E.P.CAD AutoSPRINK 2023 08.1.24.0 10/28/2024 9:48:53PM Page 3 Job Name: 10429 240th PL SW Remote Area Number: ONE Date: 10/28/2024 Supply Analysis Node Name Static (psi) Residual Flow (psi) °� (gpm) Available Total Demand (psi) @ (gpm) Required Pressure (psi) 1 Water Supply 70.000 20.000 500.00 69.882 19.00 29.902 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 -0'-1 Supply 29.902 19.00 214 17'-5 Sprinkler 15.035 19.00 14 17'-11 19.964 21 9'-5 23.766 22 9'-5 23.736 28 9'-5 23.226 30 17'-11 19.273 35 17'-11 20.040 44 17'-11 20.045 50 17'-11 16.544 52 9'-5 25.218 57 9'-5 24.707 59 17'-11 20.070 101 8'-11 Sprinkler 7.000 Sprinkler 102 8'-11 Sprinkler 7.000 Sprinkler 103 8'-11 Sprinkler 7.000 Sprinkler 104 8'-11 Sprinkler 7.000 Sprinkler 105 8'-11 Sprinkler 7.000 Sprinkler 106 8'-11 Sprinkler 7.000 Sprinkler 1 ©M.E.P.CAD .11 AutoSPRINK 2023 v18.1.24. 10/28/2024 9:48:56PM Paqe 4 Job Name: 10429 240th PL SW Remote Area Number: ONE Date: 10/28/2024 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 107 8'-11 Sprinkler 7.000 Sprinkler 108 8'-11 Sprinkler 7.000 Sprinkler 109 8'-11 Sprinkler 7.000 Sprinkler 201 17'-5 Sprinkler 7.000 Sprinkler 202 17'-5 Sprinkler 7.000 Sprinkler 203 17'-5 Sprinkler 7.000 Sprinkler 204 17'-5 Sprinkler 7.000 Sprinkler 205 17'-5 Sprinkler 7.000 Sprinkler 206 17'-5 Sprinkler 7.000 Sprinkler 207 17'-5 Sprinkler 7.000 Sprinkler 208 17'-5 Sprinkler 7.000 Sprinkler 209 17'-5 Sprinkler 7.000 Sprinkler 210 17'-5 Sprinkler 7.000 Sprinkler 211 17'-5 Sprinkler 9.471 Sprinkler 212 17'-5 Sprinkler 9.371 Sprinkler 213 17'-5 Sprinkler 7.000 Sprinkler 215 17'-5 Sprinkler 7.000 Sprinkler 216 17'-5 Sprinkler 7.000 Sprinkler 217 17'-5 Sprinkler 7.000 Sprinkler 218 17'-5 Sprinkler 7.000 Sprinkler 1 ©M.E.P.CAD .11 AutoSPRINK 2023 v18.1.24. 10/28/2024 9:48:56PM Paqe 5 Job Name: 10429 240th PL SW Remote Area Number: ONE Date: 10/28/2024 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) 214 17'-5 4.9 19.00 3/, (See 0'-6 120 15.035 ••••• Route 1••••• Sprinkler, 4'-0 -0.217 Notes) 50 17'-11 19.00 0.8240 0.383514 T(4'-0) 4 6 1.726 50 17'-11 1 (See 58'_7'/2 150 16.544 8'-1'/2 Notes) 59 17'-11 9.53 0.8750 0.052814 4E(1'-3), T(3'-1'/2) 66'-9 3.525 59 17'-11 1.87 1 (See 9'-8'/2 150 20.070 Flow (q) from Route 5 2'-4 3.685 Notes) 57 9'-5 11.40 0.8620 0.079185 2E(1'-2) 12' -0'/2 0.953 57 9'-5 1 (See 3'-10 150 24.707 3'-1'/2 Notes) 52 9'-5 11.40 0.8750 0.073618 C(3'-1'/2) 6' 11 0.510 52 9'-5 7.60 1'h (See 14'-10 150 25.218 Flow (q) from Route 2 1'-8'/2 4.119 Notes) 1 -0'-1 19.00 1.2440 0.034142 E(1'-8'/2), S 16' 7 0.566 0.00 29.902 Hose Allowance At Source Total(Pt) Route 1 1 19.00 21 9' 5 4.57 + 3.03 1 (See 36'-1'h 150 23.766 ••••• Route 2••••• Flow (q) from Route 3 and 4 Notes) 52 9'-5 7.60 0.8750 0.034787 2E(1'-3), C(3'-1'/2) 241/2'-7 1 9 1.452 25.218 Total(Pt) Route 2 30 1 T-11 9.47 1 (See 10'-2'/2 150 19.273 ••••• Route 3••••• Notes) C(2'-11), Flow (q) from Route 6 8'-1'/2 3.685 28 9'-5 4.57 0.8620 0.014607 2E(1'-2), T(2'-11) 18'-4 0.268 28 9'-5 1 (See 35'-4'/2 150 23.226 4'-4'/2 -0.000 Notes) 21 9'-5 4.57 0.8750 0.013580 E(1'-3), T(S-1'/2) 39'-9 0.540 23.766 Total(Pt) Route 3 30 17'-11 9.47 1 (See 40'-3'/2 150 19.273 ..... Route 4 Flow (q) from Route 6 4'-4'/2 Notes) 14 1T-11 4.90 0.8750 0.015456 E(1'-3), T(3'-1'/2) 44'-8 0.691 [M, © M.E.P.CAD Ill AutoSPRINK 2023 v18.1.24.0 ONE 10/28/2024 9:48:58PM Page 6 Job Name: 10429 240th PL SW Remote Area Number: ONE Date: 10/28/2024 Pipe Information Elev 1 Flow added Fittings 8, 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) 14 17'-11 1 (See 9'-11 150 19.964 2'-11 3.685 Notes) 22 9'-5 3.03 0.8620 0.006823 2E(1'-2), EE(0'-7) 12'-10 0.088 22 9'-5 1 (See 1'-6 150 23.736 3'-1'/2 -0.000 Notes) 21 9'-5 3.03 0.8750 0.006344 T(3'-1'/2) 4'-7'/2 0.029 23.766 Total(Pt) Route 4 14 17'-11 5.64 1 (See 26'-9'/z 150 19.964 ••••• Route 5••••• Flow (q) from Route 4 2' -6 Notes) 35 17'-11 1.87 0.8750 0.002607 2E(1'-3) 29' -3'/z 0.076 35 17'-11 0.19 1 2'-4'/2 150 20.040 Flow (q) from Route 4 0.001878 44 17'-11 1.57 0.8750 2'-4'/2 0.004 44 17'-11 0.30 1 (See 6-5'/2 150 20.045 Flow (q) from Route 7 3' 1'/2 Notes) 59 17'-11 1.87 0.8750 0.002607 T(3'-1'/2) 9 7 0.025 20.070 Total(Pt) Route 5 50 1 T-11 9.53 1 (See 47'-2'/2 150 16.544 ••••• Route 6••••• Flow (q) from Route 1 5'-0 Notes) 30 17'-11 9.47 0.8750 0.052288 3E(1'-3), 2EE(0'-7'/2) 52' 2'h 2 729 19.273 Total(Pt) Route 6 35 17'-11 3/, (See 6'-9'/2 150 20.040 ••••• Route 7••••• C 6-8 Notes) 44 17'-11 0.30 0.6710 0.000329 2E(1'-1'/2), T(2'-2'/2) 13' -5/z 0.004 20.045 Total(Pt) Route 7 & © M.E.P.CAD Ill AutoSPRINK 2023 v18.1.24.0 ONE 10/28/2024 9:48:58PM 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: 10/28/2024 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 10/28/2024 9:48:58PM Page 8 Y Flow Diagram (Isometric View) Job Number: 2401-10429EDMONDS - 2401-240th-pl-sw & © M.E.P.CAD 15 AutoSPRINK 2023 08.1.24.0 10/28/2024 9:48:59PM Page 9