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yelm plaza area 2 calcsHydraulic 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 51.376 40.907 10.4681390.00250.00 31.00055.000 500.29Water Supply DesignerJob Number Total Water Required (Including Hose Allowance) 500.29 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 1125ft²) 9 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 Volume capacity of Dry PipesVolume capacity of Wet Pipes 1.45 between nodes 1 and 3 Maximum Velocity Under Ground 15.60 between nodes 105 and 165 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 250.29 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 10:00:51AM Hydraulic Graph Water Supply at Node 1 Required Pressure at System Demand (Including Hose Allowance at Source): 40.907 @ 500.29 Required Pressure at System Demand: 40.907 @ 250.29 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: 51.376 @ 500.29 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 10:00:52AM 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 409 28.70 26.00 8 12.874 Sprinkler 410 28.73 26.00 8 12.896 Sprinkler 411 34.27 26.00 8 18.354 Sprinkler 425 27.03 26.00 8 11.419 Sprinkler 426 27.06 26.00 8 11.439 Sprinkler 439 26.23 26.00 8 10.747 Sprinkler 440 26.25 26.00 8 10.766 Sprinkler 455 26.00 26.00 8 10.563 Sprinkler 456 26.02 26.00 8 10.581 Most Demanding Sprinkler Data © M.E.P.CAD 2/14/2025 Page 3AutoSPRINK 2024 v19.0.38.0 10:00:53AM FittingsNodeElevation(Foot)Pressure(psi)Discharge(gpm) Node Analysis Report Description: Ordinary Group II Job Number: 1 1 -3'-0 S 40.907 250.29 409 17'-5 Spr(-12.874)12.874 28.70 410 17'-5 Spr(-12.896)12.896 28.73 411 17'-5 Spr(-18.354)18.354 34.27 425 17'-5 Spr(-11.419)11.419 27.03 426 17'-5 Spr(-11.439)11.439 27.06 439 17'-5 Spr(-10.747)10.747 26.23 440 17'-5 Spr(-10.766)10.766 26.25 455 17'-5 Spr(-10.563)10.563 26.00 456 17'-5 Spr(-10.581)10.581 26.02 3 -3'-0 E(21'-1½)40.884 8 14'-5 T(9'-11)23.330 9 14'-5 T(9'-11)23.332 10 14'-5 T(9'-11)23.340 11 14'-5 T(9'-11)23.355 12 14'-5 T(9'-11)23.365 13 14'-5 E(8'-3)23.373 102 14'-5 T(9'-11)23.138 103 14'-5 T(9'-11)23.143 104 14'-5 T(9'-11)23.171 105 14'-5 T(9'-11)23.174 106 14'-5 T(9'-11)23.263 107 14'-5 T(9'-11)23.304 108 14'-5 T(9'-11)23.379 110 14'-5 T(9'-11)23.512 111 14'-5 T(9'-11)23.652 164 14'-5 T(5'-0)16.205 165 14'-5 T(5'-0)16.231 166 14'-5 T(5'-0)22.474 180 14'-5 T(5'-0)14.538 181 14'-5 T(5'-0)14.560 194 14'-5 T(5'-0)13.767 195 14'-5 T(5'-0)13.788 217 21'-0 E(13'-2)26.272 220 14'-5 T(5'-0)13.555 221 14'-5 T(5'-0)13.576 © M.E.P.CAD 2/14/2025 Page 4AutoSPRINK 2024 v19.0.38.0 10:00:54AM 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 1.691 455 17'-5 26.00 8 10.563 5'-0 1.301 220 14'-5 13.555 8'-0 120 Sprinkler, T(5'-0) Pf Pe Pv BL 1.6820 26.00 3.75 0.021212 10'-0 0.212 220 14'-5 13.555 194 14'-5 13.767 10'-0 120 Pf Pe Pv BL 1.6820 52.23 7.54 0.077086 10'-0 0.771 194 14'-5 26.23 13.767 180 14'-5 14.538 10'-0 120 Flow (q) from Route 3 Pf Pe Pv BL 1.6820 79.26 11.44 0.166775 10'-0 1.668 180 14'-5 27.03 14.538 164 14'-5 16.205 10'-0 120 Flow (q) from Route 5 Pf Pe Pv BL 1.6820 107.96 15.59 0.295423 13'-7 6.933 164 14'-5 28.70 16.205 9'-11 102 14'-5 23.138 23'-5½ 120 Flow (q) from Route 7 T(9'-11) Pf Pe Pv CM 4.2600 107.96 2.43 0.003199 1'-9 0.006 102 14'-5 23.138 103 14'-5 23.143 1'-9 120 Pf Pe Pv CM 4.2600 100.29 2.26 0.002791 10'-0 0.028 103 14'-5 23.143 104 14'-5 23.171 10'-0 120 Pf Pe Pv CM 4.2600 93.20 2.10 0.002437 1'-3 0.003 104 14'-5 23.171 105 14'-5 23.174 1'-3 120 Pf Pe Pv CM 4.2600 201.25 4.53 0.010124 8'-9 0.089 105 14'-5 108.06 23.174 106 14'-5 23.263 8'-9 120 Flow (q) from Route 2 Pf Pe Pv CM 4.2600 196.47 4.42 0.009684 4'-3 0.041 106 14'-5 23.263 107 14'-5 23.304 4'-3 120 Pf Pe Pv CM 4.2600 230.75 5.19 0.013039 5'-9 0.075 107 14'-5 34.27 23.304 108 14'-5 23.379 5'-9 120 Flow (q) from Route 9 Pf Pe Pv CM 4.2600 233.31 5.25 0.013308 10'-0 0.133 108 14'-5 2.57 23.379 110 14'-5 23.512 10'-0 120 Flow (q) from Route 12 Pf Pe Pv CM 4.2600 240.06 5.40 0.014029 10'-0 0.140 110 14'-5 6.75 23.512 111 14'-5 23.652 10'-0 120 Flow (q) from Route 10 Pf Pe Pv CM 4.2600 250.29 5.63 0.015155 226'-10 5.473 111 14'-5 10.23 23.652 134'-3½-2.854 217 21'-0 26.272 361'-2 120 Flow (q) from Route 11 9E(13'-2), BV(15'-9½) Pf Pe Pv CM 8.2490 250.29 1.50 0.000607 259'-2 4.208 217 21'-0 26.272 84'-7 10.405 3 -3'-0 40.884 343'-9 120 4E(21'-1½), BFP(-3.999) Pf Pe Pv UG 8.3900 250.29 1.45 0.000420 56'-0 0.024 3 -3'-0 40.884 1 -3'-0 40.907 56'-0 140 Water Supply 500.29 250.00 Hose Allowance At Source 1 • • • • • Route 2 • • • • • Pf Pe Pv SP 1.0490 26.02 9.66 0.211776 3'-0 1.694 456 17'-5 26.02 8 10.581 5'-0 1.301 221 14'-5 13.576 8'-0 120 Sprinkler, T(5'-0) Pf Pe Pv BL 1.6820 26.02 3.76 0.021246 10'-0 0.212 221 14'-5 13.576 195 14'-5 13.788 10'-0 120 Pf Pe Pv BL 1.6820 52.27 7.55 0.077211 10'-0 0.772 195 14'-5 26.25 13.788 181 14'-5 14.560 10'-0 120 Flow (q) from Route 4 Pf Pe Pv BL 1.6820 79.33 11.45 0.167043 10'-0 1.670 181 14'-5 27.06 14.560 165 14'-5 16.231 10'-0 120 Flow (q) from Route 6 Pf Pe Pv BL 1.6820 108.06 15.60 0.295898 13'-7 6.944 165 14'-5 28.73 16.231 9'-11 105 14'-5 23.174 23'-5½ 120 Flow (q) from Route 8 T(9'-11) © M.E.P.CAD 2/14/2025 Page 5AutoSPRINK 2024 v19.0.38.0 10:00:55AM 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 3 • • • • • Pf Pe Pv SP 1.0490 26.23 9.74 0.214854 3'-0 1.719 439 17'-5 26.23 8 10.747 5'-0 1.301 194 14'-5 13.767 8'-0 120 Sprinkler, T(5'-0) • • • • • Route 4 • • • • • Pf Pe Pv SP 1.0490 26.25 9.74 0.215200 3'-0 1.722 440 17'-5 26.25 8 10.766 5'-0 1.301 195 14'-5 13.788 8'-0 120 Sprinkler, T(5'-0) • • • • • Route 5 • • • • • Pf Pe Pv SP 1.0490 27.03 10.04 0.227247 3'-0 1.818 425 17'-5 27.03 8 11.419 5'-0 1.301 180 14'-5 14.538 8'-0 120 Sprinkler, T(5'-0) • • • • • Route 6 • • • • • Pf Pe Pv SP 1.0490 27.06 10.04 0.227612 3'-0 1.821 426 17'-5 27.06 8 11.439 5'-0 1.301 181 14'-5 14.560 8'-0 120 Sprinkler, T(5'-0) • • • • • Route 7 • • • • • Pf Pe Pv SP 1.0490 28.70 10.66 0.253900 3'-0 2.031 409 17'-5 28.70 8 12.874 5'-0 1.301 164 14'-5 16.205 8'-0 120 Sprinkler, T(5'-0) • • • • • Route 8 • • • • • Pf Pe Pv SP 1.0490 28.73 10.66 0.254305 3'-0 2.034 410 17'-5 28.73 8 12.896 5'-0 1.301 165 14'-5 16.231 8'-0 120 Sprinkler, T(5'-0) • • • • • Route 9 • • • • • Pf Pe Pv SP 1.0490 34.27 12.72 0.352485 3'-0 2.820 411 17'-5 34.27 8 18.354 5'-0 1.301 166 14'-5 22.474 8'-0 120 Sprinkler, T(5'-0) Pf Pe Pv BL 1.6820 34.27 4.95 0.035363 13'-7 0.830 166 14'-5 22.474 9'-11 107 14'-5 23.304 23'-5½ 120 T(9'-11) • • • • • Route 10 • • • • • Pf Pe Pv BL 2.6350 16.98 1.00 0.001084 10'-0 0.011 11 14'-5 23.355 12 14'-5 23.365 10'-0 120 Pf Pe Pv BL 1.6820 6.75 0.97 0.001750 64'-0½0.147 12 14'-5 23.365 19'-9½ 110 14'-5 23.512 83'-10 120 T(9'-11) T(9'-11) • • • • • Route 11 • • • • • Pf Pe Pv BL 2.6350 10.23 0.60 0.000424 10'-0 0.008 12 14'-5 6.75 23.365 8'-3 13 14'-5 23.373 18'-3 120 Flow (q) from Route 10 E(8'-3) Pf Pe Pv BL 1.6820 10.23 1.48 0.003777 64'-0½0.279 13 14'-5 23.373 9'-11 111 14'-5 23.652 73'-11½ 120 T(9'-11) • • • • • Route 12 • • • • • Pf Pe Pv BL 2.6350 19.55 1.15 0.001406 10'-0 0.014 10 14'-5 14.77 + 4.78 23.340 11 14'-5 23.355 10'-0 120 Flow (q) from Route 13 and 17 Pf Pe Pv BL 1.6820 2.57 0.37 0.000292 64'-0½0.025 11 14'-5 23.355 19'-9½ 108 14'-5 23.379 83'-10 120 T(9'-11) T(9'-11) • • • • • Route 13 • • • • • Pf Pe Pv BL 2.6350 14.77 0.87 0.000837 10'-0 0.008 9 14'-5 7.68 + 7.09 23.332 10 14'-5 23.340 10'-0 120 Flow (q) from Route 14 and 15 • • • • • Route 14 • • • • • Pf Pe Pv BL 2.6350 7.68 0.45 0.000249 10'-0 0.002 8 14'-5 7.68 23.330 9 14'-5 23.332 10'-0 120 Flow (q) from Route 16 • • • • • Route 15 • • • • • Pf Pe Pv BL 1.6820 7.09 1.02 0.001917 64'-0½0.161 104 14'-5 23.171 19'-9½ 9 14'-5 23.332 83'-10 120 T(9'-11) T(9'-11) • • • • • Route 16 • • • • • Pf Pe Pv BL 1.6820 7.68 1.11 0.002220 64'-0½0.186 103 14'-5 23.143 19'-9½ 8 14'-5 23.330 83'-10 120 T(9'-11) T(9'-11) © M.E.P.CAD 2/14/2025 Page 6AutoSPRINK 2024 v19.0.38.0 10:00:55AM 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 17 • • • • • Pf Pe Pv BL 1.6820 4.78 0.69 0.000925 64'-0½0.078 106 14'-5 23.263 19'-9½ 10 14'-5 23.340 83'-10 120 T(9'-11) T(9'-11) 1.51 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 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 10:00:55AM