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yelm plaza area 1 calcs
Hydraulic Summary Report Description: Ordinary Group II Job Number: 1 Node Flow(gpm) Total Hose Streams 250.00 Safety MarginRequiredAvailable Node Hose Flow Static Residual Flow Total Demand (gpm) (psi)(psi) (gpm) (psi)(gpm)(psi)(psi)@@Name 1 50.462 39.098 11.3641390.00250.00 31.00055.000 564.94Water Supply DesignerJob Number Total Water Required (Including Hose Allowance) 564.94 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 250.00 Hose Allowance At Source Supplies 1373.49gal Ordinary Group II 0.20gpm/ft² 130ft² 1500ft² (Actual 1315ft²) 12 Occupancy Area of Application Coverage Per SprinklerNumber Of Sprinklers Calculated Density Job Suffix Number Of Nozzles Calculated 0 AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Left: 38.476 Volume capacity of Dry PipesVolume capacity of Wet Pipes 1.83 between nodes 1 and 3 Maximum Velocity Under Ground 9.90 between nodes 67 and 345 Maximum Velocity Above Ground 8 K-Factor 26.00 at 10.563 Most Demanding Sprinkler Data System Nisqually PlazaYelm, WA Job Site/Building Yelm904 East Yeml Blvd. AHJ 5029-0392-CNisqually Plaza Job State Certification/License NumberJob Name: Richard Knight1 Address 1 Address 2 Drawing Name Nisqually Plaza System Flow Demand 314.94 Remote Area(s) Address 3 98597 Contractor Contractor Number 21 Name of Contractor: Capitol Fire Protection Address 1 9800 Kimmie Street SW Address 2 Tumwater, WA Contact Name Contact Title Owner ExtensionPhone 360-250-0441 FAX E-mail design@cap-fire.com Web-Site www.cap-fire.com Jacque Carter Address 3 98512 2/14/2025© M.E.P.CAD Page 1AutoSPRINK 2024 v19.0.38.0 10:03:02AM Hydraulic Graph Water Supply at Node 1 Required Pressure at System Demand (Including Hose Allowance at Source): 39.098 @ 564.94 Required Pressure at System Demand: 39.098 @ 314.94 Available Flow @ 20 PSI:1704.111 1C 1B 3 3C 3B Available Residual Pressure & Flow at Water Supply at Node 1: 31.000 @ 1390.00 Available Static Pressure at Water Supply at Node 1: 55.0003A Available Residual Pressure at System Demand: 50.462 @ 564.94 Curve Data Point Hydraulic Calculation Results Additional Data Job Number: 1 Report Description: Ordinary Group II Job Name: Nisqually Plaza Remote Area Number: © M.E.P.CAD 2/14/2025 Page 2AutoSPRINK 2024 v19.0.38.0 10:03:03AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Ordinary Group II Job Number: 1 Sprinkler 301 26.09 26.00 8 10.633 Sprinkler 302 26.13 26.00 8 10.672 Sprinkler 303 26.31 26.00 8 10.814 Sprinkler 313 26.00 26.00 8 10.563 Sprinkler 314 26.04 26.00 8 10.599 Sprinkler 315 26.21 26.00 8 10.730 Sprinkler 326 26.07 26.00 8 10.616 Sprinkler 327 26.11 26.00 8 10.650 Sprinkler 328 26.26 26.00 8 10.774 Sprinkler 343 26.51 26.00 8 10.979 Sprinkler 344 26.54 26.00 8 11.009 Sprinkler 345 26.68 26.00 8 11.120 Most Demanding Sprinkler Data © M.E.P.CAD 2/14/2025 Page 3AutoSPRINK 2024 v19.0.38.0 10:03:04AM FittingsNodeElevation(Foot)Pressure(psi)Discharge(gpm) Node Analysis Report Description: Ordinary Group II Job Number: 1 1 -3'-0 S 39.098 314.94 301 17'-5 Spr(-10.633)10.633 26.09 302 17'-5 Spr(-10.672)10.672 26.13 303 17'-5 Spr(-10.814)10.814 26.31 313 17'-5 Spr(-10.563)10.563 26.00 314 17'-5 Spr(-10.599)10.599 26.04 315 17'-5 Spr(-10.730)10.730 26.21 326 17'-5 Spr(-10.616)10.616 26.07 327 17'-5 Spr(-10.650)10.650 26.11 328 17'-5 Spr(-10.774)10.774 26.26 343 17'-5 Spr(-10.979)10.979 26.51 344 17'-5 Spr(-11.009)11.009 26.54 345 17'-5 Spr(-11.120)11.120 26.68 3 -3'-0 E(21'-1½)39.062 8 14'-5 T(9'-11)14.131 9 14'-5 T(9'-11)14.184 10 14'-5 T(9'-11)14.377 11 14'-5 T(9'-11)14.793 12 14'-5 T(9'-11)14.993 13 14'-5 E(8'-3)15.102 14 14'-5 T(5'-0)13.635 15 14'-5 T(5'-0)13.680 16 14'-5 T(5'-0)13.843 33 14'-5 T(5'-0)13.555 34 14'-5 T(5'-0)13.596 35 14'-5 T(5'-0)13.747 48 14'-5 T(5'-0)13.616 49 14'-5 T(5'-0)13.655 50 14'-5 T(5'-0)13.798 65 14'-5 T(5'-0)14.032 66 14'-5 T(5'-0)14.067 67 14'-5 T(5'-0)14.194 103 14'-5 T(9'-11)18.565 104 14'-5 T(9'-11)18.577 106 14'-5 T(9'-11)18.622 108 14'-5 T(9'-11)18.715 110 14'-5 T(9'-11)18.848 111 14'-5 T(9'-11)19.025 217 21'-0 E(13'-2)24.543 © M.E.P.CAD 2/14/2025 Page 4AutoSPRINK 2024 v19.0.38.0 10:03:04AM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: 1 Report Description: Ordinary Group II • • • • • Route 1 • • • • • Pf Pe Pv SP 1.0490 26.00 9.65 0.211435 3'-0 1.691 313 17'-5 26.00 8 10.563 5'-0 1.301 33 14'-5 13.555 8'-0 120 Sprinkler, T(5'-0) Pf Pe Pv BL 1.6820 12.06 1.74 0.005118 12'-0 0.061 33 14'-5 13.555 48 14'-5 13.616 12'-0 120 Pf Pe Pv BL 1.6820 38.12 5.50 0.043058 9'-8 0.416 48 14'-5 26.07 13.616 65 14'-5 14.032 9'-8 120 Flow (q) from Route 3 Pf Pe Pv BL 1.6820 64.63 9.33 0.114333 29'-9 4.533 65 14'-5 26.51 14.032 9'-11 103 14'-5 18.565 39'-7½ 120 Flow (q) from Route 10 T(9'-11) Pf Pe Pv CM 4.2600 64.63 1.45 0.001238 10'-0 0.012 103 14'-5 18.565 104 14'-5 18.577 10'-0 120 Pf Pe Pv CM 4.2600 129.08 2.91 0.004452 10'-0 0.045 104 14'-5 64.45 18.577 106 14'-5 18.622 10'-0 120 Flow (q) from Route 2 Pf Pe Pv CM 4.2600 192.90 4.34 0.009360 10'-0 0.094 106 14'-5 63.81 18.622 108 14'-5 18.715 10'-0 120 Flow (q) from Route 7 Pf Pe Pv CM 4.2600 232.77 5.24 0.013250 10'-0 0.133 108 14'-5 39.87 18.715 110 14'-5 18.848 10'-0 120 Flow (q) from Route 14 Pf Pe Pv CM 4.2600 272.26 6.13 0.017708 10'-0 0.177 110 14'-5 39.50 18.848 111 14'-5 19.025 10'-0 120 Flow (q) from Route 4 Pf Pe Pv CM 4.2600 314.94 7.09 0.023182 226'-10 8.372 111 14'-5 42.68 19.025 134'-3½-2.854 217 21'-0 24.543 361'-2 120 Flow (q) from Route 13 9E(13'-2), BV(15'-9½) Pf Pe Pv CM 8.2490 314.94 1.89 0.000928 259'-2 4.114 217 21'-0 24.543 84'-7 10.405 3 -3'-0 39.062 343'-9 120 4E(21'-1½), BFP(-3.795) Pf Pe Pv UG 8.3900 314.94 1.83 0.000642 56'-0 0.036 3 -3'-0 39.062 1 -3'-0 39.098 56'-0 140 Water Supply 564.94 250.00 Hose Allowance At Source 1 • • • • • Route 2 • • • • • Pf Pe Pv SP 1.0490 26.04 9.67 0.212108 3'-0 1.697 314 17'-5 26.04 8 10.599 5'-0 1.301 34 14'-5 13.596 8'-0 120 Sprinkler, T(5'-0) Pf Pe Pv BL 1.6820 11.80 1.70 0.004920 12'-0 0.059 34 14'-5 13.596 49 14'-5 13.655 12'-0 120 Pf Pe Pv BL 1.6820 37.91 5.47 0.042616 9'-8 0.412 49 14'-5 26.11 13.655 66 14'-5 14.067 9'-8 120 Flow (q) from Route 5 Pf Pe Pv BL 1.6820 64.45 9.31 0.113760 29'-9 4.510 66 14'-5 26.54 14.067 9'-11 104 14'-5 18.577 39'-7½ 120 Flow (q) from Route 11 T(9'-11) • • • • • Route 3 • • • • • Pf Pe Pv SP 1.0490 26.07 9.68 0.212425 3'-0 1.699 326 17'-5 26.07 8 10.616 5'-0 1.301 48 14'-5 13.616 8'-0 120 Sprinkler, T(5'-0) • • • • • Route 4 • • • • • Pf Pe Pv SP 1.0490 26.09 9.68 0.212731 3'-0 1.702 301 17'-5 26.09 8 10.633 5'-0 1.301 14 14'-5 13.635 8'-0 120 Sprinkler, T(5'-0) Pf Pe Pv BL 1.6820 40.03 5.78 0.047129 0'-7½0.496 14 14'-5 13.94 13.635 9'-11 8 14'-5 14.131 10'-6½ 120 Flow (q) from Route 16 T(9'-11) Pf Pe Pv BL 2.6350 40.03 2.36 0.005295 10'-0 0.053 8 14'-5 14.131 9 14'-5 14.184 10'-0 120 © M.E.P.CAD 2/14/2025 Page 5AutoSPRINK 2024 v19.0.38.0 10:03:05AM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: 1 Report Description: Ordinary Group II Pf Pe Pv BL 2.6350 80.41 4.73 0.019242 10'-0 0.192 9 14'-5 40.38 14.184 10 14'-5 14.377 10'-0 120 Flow (q) from Route 6 Pf Pe Pv BL 2.6350 122.04 7.18 0.041639 10'-0 0.416 10 14'-5 41.64 14.377 11 14'-5 14.793 10'-0 120 Flow (q) from Route 9 Pf Pe Pv BL 2.6350 82.17 4.83 0.020031 10'-0 0.200 11 14'-5 14.793 12 14'-5 14.993 10'-0 120 Pf Pe Pv BL 1.6820 39.50 5.70 0.045974 64'-0½3.855 12 14'-5 14.993 19'-9½ 110 14'-5 18.848 83'-10 120 T(9'-11) T(9'-11) • • • • • Route 5 • • • • • Pf Pe Pv SP 1.0490 26.11 9.69 0.213060 3'-0 1.704 327 17'-5 26.11 8 10.650 5'-0 1.301 49 14'-5 13.655 8'-0 120 Sprinkler, T(5'-0) • • • • • Route 6 • • • • • Pf Pe Pv SP 1.0490 26.13 9.70 0.213456 3'-0 1.708 302 17'-5 26.13 8 10.672 5'-0 1.301 15 14'-5 13.680 8'-0 120 Sprinkler, T(5'-0) Pf Pe Pv BL 1.6820 40.38 5.83 0.047888 0'-7½0.504 15 14'-5 14.24 13.680 9'-11 9 14'-5 14.184 10'-6½ 120 Flow (q) from Route 15 T(9'-11) • • • • • Route 7 • • • • • Pf Pe Pv SP 1.0490 26.21 9.73 0.214538 3'-0 1.716 315 17'-5 26.21 8 10.730 5'-0 1.301 35 14'-5 13.747 8'-0 120 Sprinkler, T(5'-0) Pf Pe Pv BL 1.6820 10.88 1.57 0.004231 12'-0 0.051 35 14'-5 13.747 50 14'-5 13.798 12'-0 120 Pf Pe Pv BL 1.6820 37.14 5.36 0.041021 9'-8 0.397 50 14'-5 26.26 13.798 67 14'-5 14.194 9'-8 120 Flow (q) from Route 8 Pf Pe Pv BL 1.6820 63.81 9.21 0.111678 29'-9 4.427 67 14'-5 26.68 14.194 9'-11 106 14'-5 18.622 39'-7½ 120 Flow (q) from Route 12 T(9'-11) • • • • • Route 8 • • • • • Pf Pe Pv SP 1.0490 26.26 9.75 0.215356 3'-0 1.723 328 17'-5 26.26 8 10.774 5'-0 1.301 50 14'-5 13.798 8'-0 120 Sprinkler, T(5'-0) • • • • • Route 9 • • • • • Pf Pe Pv SP 1.0490 26.31 9.77 0.216081 3'-0 1.729 303 17'-5 26.31 8 10.814 5'-0 1.301 16 14'-5 13.843 8'-0 120 Sprinkler, T(5'-0) Pf Pe Pv BL 1.6820 41.64 6.01 0.050688 0'-7½0.534 16 14'-5 15.33 13.843 9'-11 10 14'-5 14.377 10'-6½ 120 Flow (q) from Route 17 T(9'-11) • • • • • Route 10 • • • • • Pf Pe Pv SP 1.0490 26.51 9.84 0.219128 3'-0 1.753 343 17'-5 26.51 8 10.979 5'-0 1.301 65 14'-5 14.032 8'-0 120 Sprinkler, T(5'-0) • • • • • Route 11 • • • • • Pf Pe Pv SP 1.0490 26.54 9.85 0.219693 3'-0 1.758 344 17'-5 26.54 8 11.009 5'-0 1.301 66 14'-5 14.067 8'-0 120 Sprinkler, T(5'-0) • • • • • Route 12 • • • • • Pf Pe Pv SP 1.0490 26.68 9.90 0.221736 3'-0 1.774 345 17'-5 26.68 8 11.120 5'-0 1.301 67 14'-5 14.194 8'-0 120 Sprinkler, T(5'-0) • • • • • Route 13 • • • • • Pf Pe Pv BL 2.6350 42.68 2.51 0.005961 10'-0 0.109 12 14'-5 39.50 14.993 8'-3 13 14'-5 15.102 18'-3 120 Flow (q) from Route 4 E(8'-3) Pf Pe Pv BL 1.6820 42.68 6.16 0.053054 64'-0½3.923 13 14'-5 15.102 9'-11 111 14'-5 19.025 73'-11½ 120 T(9'-11) • • • • • Route 14 • • • • • © M.E.P.CAD 2/14/2025 Page 6AutoSPRINK 2024 v19.0.38.0 10:03:05AM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: 1 Report Description: Ordinary Group II Pf Pe Pv BL 1.6820 39.87 5.76 0.046783 64'-0½3.922 11 14'-5 14.793 19'-9½ 108 14'-5 18.715 83'-10 120 T(9'-11) T(9'-11) • • • • • Route 15 • • • • • Pf Pe Pv BL 1.6820 14.24 2.06 0.006967 12'-0 0.084 34 14'-5 11.80 13.596 15 14'-5 13.680 12'-0 120 Flow (q) from Route 2 • • • • • Route 16 • • • • • Pf Pe Pv BL 1.6820 13.94 2.01 0.006699 12'-0 0.080 33 14'-5 12.06 13.555 14 14'-5 13.635 12'-0 120 Flow (q) from Route 1 • • • • • Route 17 • • • • • Pf Pe Pv BL 1.6820 15.33 2.21 0.007981 12'-0 0.096 35 14'-5 10.88 13.747 16 14'-5 13.843 12'-0 120 Flow (q) from Route 7 1.51 4.87 )(150 1.33 140 1.16 130 0.713 100 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD 2/14/2025 Page 7AutoSPRINK 2024 v19.0.38.0 10:03:05AM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: 1 Report Description: Ordinary Group II Pipe Type Legend AO Arm-Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SN Swing Nipple SP Sprig ST Stand Pipe UG Underground Units Legend Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen-Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Ee1 11¼° Elbow Ee2 22½° 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 2/14/2025 Page 8AutoSPRINK 2024 v19.0.38.0 10:03:05AM