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REVIEWED FIR2024-0066+Calculations+8.9.2024_6.25.27_PM+4432977
Hydraulic Calculations for Project Name: 919 CEDAR STREET: (CDR1) Location: 919 CEDAR STREET, Edmondsl, WA, 98020 Drawing Name: crd1-919-cedar-st NEW.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 H2O3 & H2O4 Residential 2 Head Calculation 0.50 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: 30.13 @ 30.989 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 •----------------------------+ Es iris WASHINGTON STATE OEC 31. 241 CEIITIFICATE OF COMPETENCY FIRE srRINRIER •YSTRINS Brent Allen Besancon 2409-0521-A Level NW Custom Plumbing, LLC NWCUSCP791 RM i 8/9/24 Dare Allowance at Source (Safety Margin = 28.789) N/A �© M.E.P.CAD liflAutoSPRINK 2023 08.1.24.0 TWO 8/8/2024 9:14:21AM Page 1 Job Name: 919 CEDAR STREET Remote Area Number: TWO 100 90 80 70 60 N u 50 a� IL` 40 30 20 10 • Hydraulic Graph N 1.85 Date: 8/8/2024 Water Supply Summary Sheet Node: 1 Static Pressure 60.000 30.13 59.779 30.13 System demand 30.989 curve 500.00 @ 20.000 LL 400 500 600 700 800 900 Flow - gpm SU pply:Static:60.000 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 9:14:23AM Paqe 2 pJIYSummary Of Outflowing Devices..,. Job Number: CDR1 - crd1-919-cedar-st ummm Report Description: Residential 2 Head Calculation (TWO) Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor K Pressure (psi) b Sprinkler 203 15.00 15.00 4.9 9.371 Sprinkler 204 15.13 15.00 4.9 9.532 b Most Demanding Sprinkler Data [M © M.E.P.CAD AutoSPRINK 2023 08.1.24.0 8/8/2024 9:14:24AM Page 3 Job Name: 919 CEDAR STREET 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 60.000 20.000 500.00 59.779 30.13 30.989 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 -1'-6 Supply 30.989 30.13 203 16'-6 Sprinkler 9.371 15.00 204 16'-6 Sprinkler 9.532 15.13 9 17'-0 10.269 14 17'-0 10.447 18 8'-0 21.340 22 8'-0 21.274 26 8'-0 24.972 29 8'-0 25.028 42 17'-0 15.072 43 17'-0 14.261 50 8'-0 20.867 55 8'-0 25.656 71 17'-0 15.380 72 8'-0 21.621 91 17'-0 14.127 93 17'-0 14.203 94 17'-0 14.554 101 7'-6 Sprinkler 7.000 Sprinkler 1d ©M.E.P.CAD .11 AutoSPRINK 2023 v18.1.24. 8/8/2024 9:14:26AM Paqe 4 Job Name: 919 CEDAR STREET Remote Area Number: TWO Date: 8/8/2024 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 102 T-6 Sprinkler 7.000 Sprinkler 103 T-6 Sprinkler 7.000 Sprinkler 104 T-6 Sprinkler 7.000 Sprinkler 105 T-6 Sprinkler 7.000 Sprinkler 106 T-6 Sprinkler 7.000 Sprinkler 107 T-6 Sprinkler 7.000 Sprinkler 108 T-6 Sprinkler 7.000 Sprinkler 109 T-6 Sprinkler 7.000 Sprinkler 110 T-6 Sprinkler 7.000 Sprinkler 111 T-6 Sprinkler 7.000 Sprinkler 112 T-6 Sprinkler 7.000 Sprinkler 113 T-6 Sprinkler 7.000 Sprinkler 114 T-6 Sprinkler 7.000 Sprinkler 115 T-6 Sprinkler 7.000 Sprinkler 116 T-6 Sprinkler 7.000 Sprinkler 117 16-6 Sprinkler 7.000 Sprinkler 118 16-6 Sprinkler 7.000 Sprinkler 201 16-6 Sprinkler 7.000 Sprinkler 202 16-6 Sprinkler 7.000 Sprinkler 205 16-6 Sprinkler 7.000 Sprinkler 206 16-6 Sprinkler 7.000 Sprinkler 207 16-6 Sprinkler 7.000 Sprinkler 208 16-6 Sprinkler 7.000 Sprinkler 1d ©M.E.P.CAD .11 AutoSPRINK 2023 v18.1.24. 8/8/2024 9:14:26AM Paqe 5 Job Name: 919 CEDAR STREET Remote Area Number: TWO Date: 8/8/2024 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 209 16'-6 Sprinkler 7.000 Sprinkler 210 16'-6 Sprinkler 15.035 Sprinkler 211 16'-6 Sprinkler 7.000 Sprinkler 212 16-6 Sprinkler 7.000 Sprinkler 213 16'-6 Sprinkler 7.000 Sprinkler 1 ©M.E.P.CAD .11 AutoSPRINK 2023 v18.1.24. 8/8/2024 9:14:26AM Paqe 6 Job Name: 919 CEDAR STREET 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) 203 16'-6 4.9 15.00 3/, (See 0'-6 120 9.371 ••••• Route 1••••• Sprinkler, 4'-0 -0.217 Notes) 9 17'-0 15.00 0.8240 0.247660 T(4'-0) 4 6 1.114 9 17'-0 1 (See 8'-6'/2 150 10.269 1'-3 Notes) 14 17'-0 5.35 0.8750 0.018186 E(1'-3) 9'-9'/2 0.178 14 17'-0 15.13 1 (See 14'-5 150 10.447 Flow (q) from Route 2 3'-1'/2 Notes) 43 17'-0 20.48 0.8750 0.217669 C(3'-1'/2) 17' 6 3.814 43 17'-0 9.39 1 (See 41'-7'/2 150 14.261 Notes C(3'-1'/2), Flow (q) from Route 6 8'-1,/2 94 17'-0 2.91 0.8750 0.005901 4E(1'-3) 49 9 0.294 94 17'-0 9.65 1 (See 6-3 150 14.554 Flow (q) from Route 5 3'-1'/2 Notes) 71 17'-0 12.56 0.8750 0.088089 T(3'-1'/2) 9'-4'/2 0.826 71 17'-0 1.34 1 (See 11'-9'/2 150 15.380 Flow (q) from Route 9 5-7'/2 3.902 Notes) 72 8'-0 15.79 0.8750 0.134464 2E(1'-3), T(3'-1'/2) 17'-5 2.339 72 8'-0 3.13 1 (See 10'-11 150 21.621 Flow (q) from Route 2 6'-10'/2 Notes) 55 8'-0 20.94 0.8750 0.226817 EE(0'-7'%), 2T(3'-1'%) 17' 4.035 55 8'-0 5.77 1'/2 (See 14'-5'/2 150 25.656 Flow (q) from Route 3 1'-10 4.119 Notes) 1 1'-6 30.13 1.2630 0.074409 E(1'-10), S 16'-4 1.214 0.00 30.989 Hose Allowance At Source Total(Pt) Route 1 1 30.13 204 16' 6 4.9 15.13 3/, (See 0'-6 120 9.532 ..... Route 2 Sprinkler, 4'-0 -0.217 Notes) 14 17'-0 15.13 0.8240 0.251581 T(4'-0) 4 6 1.132 10.447 Total(Pt) Route 2 50 8'-0 8.90 1 (See 35'-8'h 150 20.867 ••••• Route 3••••• Flow (q) from Route 4 8'-9 Notes) 72 8'-0 5.16 0.8750 0.016964 T(3'-1'/2), EE(0'-7'/2), 4E(1'-3) 44'-5 /2 0.754 & © M.E.P.CAD Ill AutoSPRINK 2023 v18.1.24.0 TWO 8/8/2024 9:14:29AM Page 7 Job Name: 919 CEDAR STREET 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) 21.621 I Total(Pt) Route 3 8'-3 150 20.867 • • • • • Route 4 50 8'-0 14.34 1 Flow (q) from Route 10 0.049381 22 8'-0 9.19 0.8750 8'-3 0.407 22 8'-0 4.90 1 1'-9'/2 150 21.274 Flow (q) from Route 3 0.036484 18 8'-0 7.80 0.8750 0.066 18 8' 0 0.87 1 (See 68'-7 150 21.340 Flow (q) from Route 5 5'-0 Notes) 26 8'-0 9.19 0.8750 0.049381 4E(1'-3) 73' -6'/z 3.632 26 8'-0 4.95 1 1'-6 150 24.972 Flow (q) from Route 3 0.037175 29 8'-0 7.88 0.8750 1'-6 0.056 29 8'-0 0.82 1 (See 91-0 150 25.028 Flow (q) from Route 8 3-9 Notes) 55 8'-0 9.19 0.8750 0.049381 EE(0'-7'h), T(T-1'h) 12 9 0.629 25.656 Total(Pt) Route 4 1'-11 150 14.127 ••••• Route 5••••• 91 17'-0 0.13 1 Flow (q) from Route 7 0.039930 93 17'-0 8.19 0.8750 1'-11 0.076 93 17'-0 1.46 1 (See 3-4'/z 150 14.203 Flow (q) from Route 6 3'-1'/z Notes) 94 17'-0 9.65 0.8750 0.054062 T(T-1'/z) 6' 6 0.351 14.554 Total(Pt) Route 5 91 17'-0 0.13 3/q (See 6'-5 150 14.127 ..... Route 6 Notes T(2'-4'/z), , Flow (q) from Route 7 7'-1,/2 93 17'-0 1.46 0.6800 0.005594 2E(1'-2), T(2'-4'h) 13'-6'/2 0.076 14.203 Total(Pt) Route 6 9 17'-0 5.35 1 (See 65'-1'/z 150 10.269 ••••• Route 7••••• Flow (q) from Route 1 6-3 Notes) 91 17'-0 9.65 0.8750 0.054062 3EE(0'-7'/z), T(T-1'/z), E(1'-3) 71' -4/z 3.859 14.127 Total(Pt) Route 7 & © M.E.P.CAD 1111 AutoSPRINK 2023 v18.1.24.0 TWO 8/8/2024 9:14:29AM Page 8 Job Name: 919 CEDAR STREET 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) 22 8'-0 3/q (See 5'-10 150 21.274 ••••• Route 8••••• 7'-1'/2 Notes) 18 8'-0 1.39 0.6800 0.005100 2E(1'-2), T(2'-4'/2) 12'-11'h 0.066 21.340 Total(Pt) Route 8 26 8'-0 3/q (See 5'-0'/2 150 24.972 ..... Route 9 T(2'-4'/2) 7'-1'/2 Notes) 29 8'-0 1.31 0.6800 0.004572 2E(1'-2), T(2'-4'h) 12' -1'/z 0.056 25.028 Total(Pt) Route 9 43 17'-0 9.39 1 (See 1'-10 150 14.261 ..... Route 10 Flow (q) from Route 6 3'-1'/2 Notes) 42 17'-0 17.57 0.8750 0.163879 T(T-1'/2) 4'-11'/2 0.812 42 17'-0 8.90 1 (See 11'-2'/2 150 15.072 Flow (q) from Route 4 5-7'/2 3.902 Notes) 50 8'-0 14.34 0.8750 0.112590 2E(1'-3), T(T-1'/2) 16'-9'/2 1.893 20.867 Total(Pt) Route 10 42 17'-0 1 (See 33'-2'/2 150 15.072 ••••• Route 11••••• T(T-1'/2) 10'-0 Notes) 71 17'-0 3.23 0.8750 0.007127 6EE(0'-7'/2), T(3'-1'/2) 43'-2 0.308 15.380 Total(Pt) Route 11 & © M.E.P.CAD Ill AutoSPRINK 2023 v18.1.24.0 TWO 8/8/2024 9:14:29AM Page 9 Job Name: 919 CEDAR STREET 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 9:14:29AM Page 10 aiiy I Flow Diagram (Isometric View) Job Number: CDR1 - crd1-919-cedar-st �N © M.E.P.CAD AutoSPRINK 2023 v18.1.24.0 8/8/2024 9:14:30AM Page 11 Hydraulic Calculations for Project Name: 919 CEDAR STREET: (CDR1) Location: 919 CEDAR STREET, Edmondsl, WA, 98020 Drawing Name: crd1-919-cedar-st NEW.cad Design Remote Area Number: ONE Remote Area Location: H210 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: 0.50 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 @ 29.529 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 = 30.377) N/A �© M.E.P.CAD r11JAutoSPRINK 2023 v18.1.24.0 ONE 8/8/2024 9:14:34AM Page 1 Job Name: 919 CEDAR STREET Remote Area Number: ONE 100 90 80 70 60 N a 50 a� IL` 40 30 20 10 • Hydraulic Graph N 1.85 Date: 8/8/2024 Water Supply Summary Sheet Node: 1 Static Pressure 60.000 19.00 59.906 19.00 T 29.529 System demand curve 500.00 @ 20.000 LL 400 500 600 700 800 900 Flow - gpm SU pply:Static:60.000 Residual:20.000 Flowing:500.00 Available Flow @ 20 PSI:0.00 1000 1& © M.E.P.CAD ,1I1 AutoSPRINK 2023 08.1.24.0 8/8/2024 9:14:36AM Paqe 2 pJIYSummary Of Outflowing Devices..,. Job Number: CDR1 - CDR1-919-cedar-st ummm Report Description: Residential 1 Head Calculation (ONE) Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor K Pressure (psi) b Sprinkler 210 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 9:14:37AM Page 3 Job Name: 919 CEDAR STREET 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 60.000 20.000 500.00 59.906 19.00 29.529 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 -1'-6 Supply 29.529 19.00 210 16'-6 Sprinkler 15.035 19.00 18 8'-0 23.067 22 8'-0 23.039 26 8'-0 24.604 29 8'-0 24.627 42 17'-0 18.182 43 17'-0 17.883 50 8'-0 22.867 55 8'-0 24.893 71 17'-0 18.242 72 8'-0 23.167 87 17'-0 16.544 91 17'-0 17.823 93 17'-0 17.822 94 17'-0 17.818 101 7'-6 Sprinkler 7.000 Sprinkler 102 7'-6 Sprinkler 7.000 Sprinkler 103 7'-6 Sprinkler 7.000 Sprinkler 1d ©M.E.P.CAD .11 AutoSPRINK 2023 v18.1.24. 8/8/2024 9:14:39AM Paqe 4 Job Name: 919 CEDAR STREET Remote Area Number: ONE Date: 8/8/2024 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 104 T-6 Sprinkler 7.000 Sprinkler 105 T-6 Sprinkler 7.000 Sprinkler 106 T-6 Sprinkler 7.000 Sprinkler 107 T-6 Sprinkler 7.000 Sprinkler 108 T-6 Sprinkler 7.000 Sprinkler 109 T-6 Sprinkler 7.000 Sprinkler 110 T-6 Sprinkler 7.000 Sprinkler 111 T-6 Sprinkler 7.000 Sprinkler 112 T-6 Sprinkler 7.000 Sprinkler 113 T-6 Sprinkler 7.000 Sprinkler 114 T-6 Sprinkler 7.000 Sprinkler 115 T-6 Sprinkler 7.000 Sprinkler 116 T-6 Sprinkler 7.000 Sprinkler 117 16-6 Sprinkler 7.000 Sprinkler 118 16-6 Sprinkler 7.000 Sprinkler 201 16-6 Sprinkler 7.000 Sprinkler 202 16-6 Sprinkler 7.000 Sprinkler 203 16-6 Sprinkler 9.371 Sprinkler 204 16-6 Sprinkler 9.532 Sprinkler 205 16-6 Sprinkler 7.000 Sprinkler 206 16-6 Sprinkler 7.000 Sprinkler 207 16-6 Sprinkler 7.000 Sprinkler 208 16-6 Sprinkler 7.000 Sprinkler 1d ©M.E.P.CAD .11 AutoSPRINK 2023 v18.1.24. 8/8/2024 9:14:39AM Paqe 5 Job Name: 919 CEDAR STREET Remote Area Number: ONE Date: 8/8/2024 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 209 16'-6 Sprinkler 7.000 Sprinkler 211 16'-6 Sprinkler 7.000 Sprinkler 212 16'-6 Sprinkler 7.000 Sprinkler 213 16-6 Sprinkler 7.000 Sprinkler 1 ©M.E.P.CAD .11 AutoSPRINK 2023 v18.1.24. 8/8/2024 9:14:39AM Paqe 6 Job Name: 919 CEDAR STREET 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) 210 16'-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 87 17'-0 19.00 0.8240 4' 6 1.726 87 17'-0 1 (See Notes) 20'-0 150 16.544 3E(1'-3) T-9 0.053676 94 17'-0 9.61 0.8750 23 9 1.274 94 17'-0 1 (See Notes) 6'-3 150 17.818 T(T-1'/z) 3'-1'/z 0.045220 71 17'-0 8.76 0.8750 9'-4'/z 0.424 71 17'-0 1.34 1 (See Notes) 11'-9'/2 150 18.242 Flow (q) from Route 9 2E(1'-3), T(T-1'/2) 5-7'/z 0.058823 3.902 72 8'-0 10.10 0.8750 17'-5 1.023 72 8'-0 3.13 1 (See Notes) 10'-11 150 23.167 Flow (q) from Route 2 EE(0'-7'%), 2T(3'-1'%) 6'-10'/2 0.096989 55 8'-0 13.23 0.8750 17'-9'/2 1.726 55 8'-0 5.77 1'/2 (See Notes) 14'-5'/2 150 24.893 Flow (q) from Route 3 E(1'-10), S 1'-10 0.031712 4.119 1 -1'-6 19.00 1.2630 16'-4 0.517 0.00 29.529 Hose Allowance At Source Total(Pt) Route 1 1 19.00 50 8'-0 8.90 1 (See Notes) 35'-8'/z 150 22.867 ••••• Route 2••••• Flow (q) from Route 4 T(3'-1'/2), EE(0'-7'h), 4E(1'-3) 8'-9 0.006753 72 8'-0 3.13 0.8750 44' -5'/z 0.300 23.167 Total(Pt) Route 2 50 8'-0 8.90 1 8'-3 150 22.867 ..... Route 3 Flow (q) from Route 4 0.020886 22 8'-0 5.77 0.8750 8'-3 0.172 22 8'-0 1 1'-9'/z 150 23.039 0.015431 18 8'-0 4.90 0.8750 0.028 18 8' 0 0.87 1 (See Notes) 68'-7 150 23.067 Flow (q) from Route 5 4E(1'-3) 5'-0 0.020886 26 8'-0 5.77 0.8750 73'-6'h 1.536 & © M.E.P.CAD 111 AutoSPRINK 2023 v18.1.24.0 ONE 8/8/2024 9:14:41AM Page 7 Job Name: 919 CEDAR STREET 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) 26 8'-0 1 1'-6 150 24.604 0.015724 29 8'-0 4.95 0.8750 1'-6 0.023 29 8'-0 0.82 1 (See 91-0 150 24.627 Flow (q) from Route 8 3'-9 Notes) 55 8'-0 5.77 0.8750 0.020886 EE(0'-7'/2), T(T-1'/2) 12'-9 0.266 24.893 Total(Pt) Route 3 94 17'-0 1 (See 3'-4'/2 150 17.818 ••••• Route 4••••• T(T-1'/2) 3'-1'/2 Notes) 93 17'-0 0.85 0.8750 0.000605 6'-6 0.004 93 17'-0 1 1'-11 150 17.822 0.000447 91 17'-0 0.72 0.8750 1'-11 0.001 91 17'-0 0.13 1 (See 88'-1 150 17.823 Flow (q) from Route 7 10'-7'h Notes) 43 17'-0 0.85 0.8750 0.000605 2E(1'-3), 3EE(0'-7'/2), T(3'-1%), 98'- 8/2 0.060 C(T-1'/2) 43 17' 0 9.39 1 (See 1'-10 150 17.883 Flow (q) from Route 6 3'-1'/2 Notes) 42 17'-0 10.24 0.8750 0.060385 T(T-1'/2) 4'-11'h 0.299 42 17'-0 1 (See 11'-2'/2 150 18.182 5'-7'/2 3.902 Notes) 50 8'-0 8.90 0.8750 0.046605 2E(1'-3), T(T-1'/2) 16'-9'/2 0.783 22.867 Total(Pt) Route 4 22 8'-0 3/q (See 5'-10 150 23.039 ..... Route 5 T(2'-4'/2) T-1,/2 Notes) 18 8'-0 0.87 0.6800 0.002157 2E(1'-2), T(2'-4'h) 12'-11 /2 0.028 23.067 Total(Pt) Route 5 87 17'-0 9.61 1 (See 21'-8 150 16.544 ..... Route 6 Flow (q) from Route 1 4'-4'/2 Notes) 43 17'-0 9.39 0.8750 0.051437 E(1'-3), C(3'-1'/2) 260 1.338 17.883 Total(Pt) Route 6 & © M.E.P.CAD Ill AutoSPRINK 2023 v18.1.24.0 ONE 8/8/2024 9:14:41AM Page 8 Job Name: 919 CEDAR STREET 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) 93 17'-0 3/q (See 6-5 150 17.822 ••••• Route 7••••• T-1'/2 Notes) 91 17'-0 0.13 0.6800 0.000063 2E(1'-2), T(2'-4'/2) 13'-6'/2 0.001 17.823 Total(Pt) Route 7 26 8'-0 3/q (See 5'-0'/2 150 24.604 ..... Route 8 T(2'-4'/2) T-1'/2 Notes) 29 8'-0 0.82 0.6800 0.001934 2E(1'-2), T(2'-4'h) 12' -1'/z 0.023 24.627 Total(Pt) Route 8 42 17'-0 1 (See 33'-2'/2 150 18.182 ••••• Route 9••••• T(T-1 %) 10'-0 Notes) 71 17'-0 1.34 0.8750 0.001399 6EE(0'-7'/2), T(3'-1'/2) 43'-2 0.060 18.242 Total(Pt) Route 9 & © M.E.P.CAD Ill AutoSPRINK 2023 v18.1.24.0 ONE 8/8/2024 9:14:41AM Page 9 Job Name: 919 CEDAR STREET 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 9:14:41AM Page 10 aiiy I Flow Diagram (Isometric View) Job Number: CDR1 - CDR1-919-cedar-st �N © M.E.P.CAD AutoSPRINK 2023 v18.1.24.0 8/8/2024 9:14:42AM Page 11