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yelm plaza area 3 calcs
Hydraulic Summary Report Description: Light Hazard 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 53.633 20.665 32.9691390.00250.00 31.00055.000 295.31Water Supply DesignerJob Number Total Water Required (Including Hose Allowance) 295.31 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 250.00 Hose Allowance At Source Supplies 1373.49gal Light Hazard 0.10gpm/ft² 130ft² 1500ft² (Actual 780ft²) 3 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: 20.665 Volume capacity of Dry PipesVolume capacity of Wet Pipes 0.26 between nodes 1 and 3 Maximum Velocity Under Ground 6.54 between nodes 102 and 148 Maximum Velocity Above Ground 5.6 K-Factor 14.82 at 7.000 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 45.31 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 10:01:42AM Hydraulic Graph Water Supply at Node 1 Required Pressure at System Demand (Including Hose Allowance at Source): 20.665 @ 295.31 Required Pressure at System Demand: 20.665 @ 45.31 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: 53.633 @ 295.31 Curve Data Point Hydraulic Calculation Results Additional Data Job Number: 1 Report Description: Light Hazard Job Name: Nisqually Plaza Remote Area Number: © M.E.P.CAD 2/14/2025 Page 2AutoSPRINK 2024 v19.0.38.0 10:01:43AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Light Hazard Job Number: 1 Sprinkler 396 15.49 13.00 5.6 7.651 Sprinkler 444 14.82 13.00 5.6 7.000 Sprinkler 464 15.01 13.00 5.6 7.181 Most Demanding Sprinkler Data © M.E.P.CAD 2/14/2025 Page 3AutoSPRINK 2024 v19.0.38.0 10:01:43AM FittingsNodeElevation(Foot)Pressure(psi)Discharge(gpm) Node Analysis Report Description: Light Hazard Job Number: 1 1 -3'-0 S 20.665 45.31 396 9'-5 Spr(-7.651)7.651 15.49 444 9'-5 Spr(-7.000)7.000 14.82 464 9'-5 Spr(-7.181)7.181 15.01 3 -3'-0 E(21'-1½)20.664 8 14'-5 T(9'-11)7.900 9 14'-5 T(9'-11)7.900 10 14'-5 T(9'-11)7.901 11 14'-5 T(9'-11)7.901 12 14'-5 T(9'-11)7.902 13 14'-5 E(8'-3)7.902 102 14'-5 T(9'-11)7.885 103 14'-5 T(9'-11)7.887 104 14'-5 T(9'-11)7.892 106 14'-5 T(9'-11)7.898 108 14'-5 T(9'-11)7.903 110 14'-5 T(9'-11)7.909 111 14'-5 T(9'-11)7.915 148 14'-5 T(5'-0)6.930 196 14'-5 T(5'-0)6.165 217 21'-0 E(13'-2)5.293 227 14'-5 E(2'-0)6.063 © M.E.P.CAD 2/14/2025 Page 4AutoSPRINK 2024 v19.0.38.0 10:01:44AM 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: Light Hazard • • • • • Route 1 • • • • • Pf Pe Pv BL 1.0490 14.82 5.50 0.074703 8'-10 1.332 444 9'-5 14.82 5.6 7.000 9'-0 -2.168 196 14'-5 6.165 17'-10 120 Sprinkler, 2E(2'-0), T(5'-0) Pf Pe Pv BL 1.6820 29.82 4.31 0.027340 28'-0 0.766 196 14'-5 15.01 6.165 148 14'-5 6.930 28'-0 120 Flow (q) from Route 2 Pf Pe Pv BL 1.6820 45.31 6.54 0.059278 6'-2½0.955 148 14'-5 15.49 6.930 9'-11 102 14'-5 7.885 16'-1½ 120 Flow (q) from Route 3 T(9'-11) Pf Pe Pv CM 4.2600 45.31 1.02 0.000642 1'-9 0.001 102 14'-5 7.885 103 14'-5 7.887 1'-9 120 Pf Pe Pv CM 4.2600 43.46 0.98 0.000594 10'-0 0.006 103 14'-5 7.887 104 14'-5 7.892 10'-0 120 Pf Pe Pv CM 4.2600 42.10 0.95 0.000560 10'-0 0.006 104 14'-5 7.892 106 14'-5 7.898 10'-0 120 Pf Pe Pv CM 4.2600 41.35 0.93 0.000542 10'-0 0.005 106 14'-5 7.898 108 14'-5 7.903 10'-0 120 Pf Pe Pv CM 4.2600 42.05 0.95 0.000559 10'-0 0.006 108 14'-5 0.69 7.903 110 14'-5 7.909 10'-0 120 Flow (q) from Route 6 Pf Pe Pv CM 4.2600 43.38 0.98 0.000592 10'-0 0.006 110 14'-5 1.33 7.909 111 14'-5 7.915 10'-0 120 Flow (q) from Route 4 Pf Pe Pv CM 4.2600 45.31 1.02 0.000642 226'-10 0.232 111 14'-5 1.94 7.915 134'-3½-2.854 217 21'-0 5.293 361'-2 120 Flow (q) from Route 5 9E(13'-2), BV(15'-9½) Pf Pe Pv CM 8.2490 45.31 0.27 0.000026 259'-2 4.966 217 21'-0 5.293 84'-7 10.405 3 -3'-0 20.664 343'-9 120 4E(21'-1½), BFP(-4.958) Pf Pe Pv UG 8.3900 45.31 0.26 0.000018 56'-0 0.001 3 -3'-0 20.664 1 -3'-0 20.665 56'-0 140 Water Supply 295.31 250.00 Hose Allowance At Source 1 • • • • • Route 2 • • • • • Pf Pe Pv BL 1.0490 15.01 5.57 0.076489 7'-8½1.049 464 9'-5 15.01 5.6 7.181 6'-0 -2.168 227 14'-5 6.063 13'-8½ 120 Sprinkler, 3E(2'-0) Pf Pe Pv BL 1.6820 15.01 2.17 0.007674 13'-3 0.102 227 14'-5 6.063 196 14'-5 6.165 13'-3 120 • • • • • Route 3 • • • • • Pf Pe Pv BL 1.0490 15.49 5.75 0.081110 8'-10 1.446 396 9'-5 15.49 5.6 7.651 9'-0 -2.168 148 14'-5 6.930 17'-10 120 Sprinkler, 2E(2'-0), T(5'-0) • • • • • Route 4 • • • • • Pf Pe Pv BL 2.6350 3.26 0.19 0.000051 10'-0 0.001 11 14'-5 7.901 12 14'-5 7.902 10'-0 120 Pf Pe Pv BL 1.6820 1.33 0.19 0.000087 64'-0½0.007 12 14'-5 7.902 19'-9½ 110 14'-5 7.909 83'-10 120 T(9'-11) T(9'-11) • • • • • Route 5 • • • • • Pf Pe Pv BL 2.6350 1.94 0.11 0.000019 10'-0 0.000 12 14'-5 1.33 7.902 8'-3 13 14'-5 7.902 18'-3 120 Flow (q) from Route 4 E(8'-3) Pf Pe Pv BL 1.6820 1.94 0.28 0.000173 64'-0½0.013 13 14'-5 7.902 9'-11 111 14'-5 7.915 73'-11½ 120 T(9'-11) • • • • • Route 6 • • • • • © M.E.P.CAD 2/14/2025 Page 5AutoSPRINK 2024 v19.0.38.0 10:01:45AM 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: Light Hazard Pf Pe Pv BL 2.6350 3.96 0.23 0.000073 10'-0 0.001 10 14'-5 3.21 + 0.75 7.901 11 14'-5 7.901 10'-0 120 Flow (q) from Route 7 and 11 Pf Pe Pv BL 1.6820 0.69 0.10 0.000026 64'-0½0.002 11 14'-5 7.901 19'-9½ 108 14'-5 7.903 83'-10 120 T(9'-11) T(9'-11) • • • • • Route 7 • • • • • Pf Pe Pv BL 2.6350 3.21 0.19 0.000050 10'-0 0.000 9 14'-5 1.85 + 1.36 7.900 10 14'-5 7.901 10'-0 120 Flow (q) from Route 8 and 9 • • • • • Route 8 • • • • • Pf Pe Pv BL 2.6350 1.85 0.11 0.000018 10'-0 0.000 8 14'-5 1.85 7.900 9 14'-5 7.900 10'-0 120 Flow (q) from Route 10 • • • • • Route 9 • • • • • Pf Pe Pv BL 1.6820 1.36 0.20 0.000091 64'-0½0.008 104 14'-5 7.892 19'-9½ 9 14'-5 7.900 83'-10 120 T(9'-11) T(9'-11) • • • • • Route 10 • • • • • Pf Pe Pv BL 1.6820 1.85 0.27 0.000159 64'-0½0.013 103 14'-5 7.887 19'-9½ 8 14'-5 7.900 83'-10 120 T(9'-11) T(9'-11) • • • • • Route 11 • • • • • Pf Pe Pv BL 1.6820 0.75 0.11 0.000030 64'-0½0.003 106 14'-5 7.898 19'-9½ 10 14'-5 7.901 83'-10 120 T(9'-11) T(9'-11) 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 6AutoSPRINK 2024 v19.0.38.0 10:01:45AM 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: Light Hazard 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 7AutoSPRINK 2024 v19.0.38.0 10:01:45AM