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signed - Deaconess_3-19_Calc#1
Hydraulic Overview Job Number: 117-33280812 Report Description: Light Hazard Node Flow(gpm)Hose Flow(gpm)Static(psi)Residual(psi)Name 1 720.00 100.00 90.000 65.000Water Supply Identifier Pressure(psi)K-Factor(K)Flow(gpm) BOR (3)59.873 22.74 175.98 Job System Supplies Check Point Gauges 117-33280812 CD Deaconess Rockridge 25-37 Coles Meadow Rd Northampton, Ma (413) 306-3261 Deaconess3-18.cad Job Name: Address 1 Address 2 Designer Phone FAX State Certification/License Number AHJ Job Site/Building Most Demanding Sprinkler Data Coverage Per Sprinkler Total Demand Area of Application Hose Streams Number Of Sprinklers Calculated Pressure Result Job Number 275.98 @ 59.906 Water Supply at Node 1 (720.00, 100.00, 90.000, 65.000) 0.10gpm/ft² 5.6 K-Factor 14.82 at 7.000 130ft² 1500ft² (Actual 952ft²) 9 Density +25.852 (30.1%) Address 3 System Pressure Demand System Flow Demand 59.906 175.98 100.00 0 Number Of Nozzles Calculated © M.E.P.CAD 3/19/2024 Page 1AutoSPRINK 2023 v18.1.33.0 2:31:38PM Hydraulic Summary Report Description: Light Hazard Job Number: 117-33280812 Node Flow(gpm) Total Hose Streams 100.00 Safety MarginRequiredAvailable Node Hose Flow Static Residual Flow Total Demand (gpm)(psi)(psi)(gpm)(psi)(gpm)(psi)(psi)@@Name 1 85.759 59.906 25.852720.00100.00 65.00090.000 275.98Water Supply DesignerJob Number Total Water Required (Including Hose Allowance) 275.98 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 100.00 Hose Allowance At Source Supplies 131.79gal Light Hazard 0.10gpm/ft² 130ft² 1500ft² (Actual 952ft²) 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 Left: 59.906 Right: 59.906 Volume capacity of Dry PipesVolume capacity of Wet Pipes 1.82 between nodes 2 and 3 Maximum Velocity Under Ground 20.04 between nodes 104 and 103 Maximum Velocity Above Ground 5.6 K-Factor 14.82 at 7.000 Most Demanding Sprinkler Data System Northampton, Ma Job Site/Building 25-37 Coles Meadow Rd AHJ Deaconess Rockridge Job State Certification/License NumberJob Name: CD117-33280812 Contractor Contractor Number Name of Contractor: Address 1 Address 2 Contact Name Contact Title ExtensionPhone FAX E-mail Web-SiteAddress 3 Address 1 Address 2 Drawing Name Deaconess3-18.cad System Flow Demand 175.98 Remote Area(s) Address 3 3/19/2024© M.E.P.CAD Page 2AutoSPRINK 2023 v18.1.33.0 2:31:40PM Hydraulic Graph Report Description: Light Hazard Job Number: 117-33280812 65.000 @ 720.00 Residual: Pressure 90.000 Static: Pressure Water Supply at Node 1 Hydraulic Graph Water Supply at Node 1 59.906 @ 175.98 59.906 @ 275.98 Available Pressure at System Demand 85.759 @ 275.98 Required Pressure at System Demand Required Pressure at System Demand (Including Hose Allowance at Source) Available Flow @ 20 PSI: 1255.45 © M.E.P.CAD 3/19/2024 Page 3AutoSPRINK 2023 v18.1.33.0 2:31:42PM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Light Hazard Job Number: 117-33280812 Coverage (Foot) Sprinkler 108 14.82 13.40 5.6 7.000 134ft² Sprinkler 115 18.17 13.90 5.6 10.530 139ft² Sprinkler 116 17.94 6.10 5.6 10.261 61ft² Sprinkler 119 19.07 7.80 5.6 11.596 78ft² Sprinkler 120 18.90 13.00 5.6 11.388 N/A Sprinkler 121 27.24 10.90 5.6 23.653 109ft² Sprinkler 122 18.93 7.20 5.6 11.422 72ft² Sprinkler 123 19.32 8.60 5.6 11.897 86ft² Most Demanding Sprinkler Data © M.E.P.CAD 3/19/2024 Page 4AutoSPRINK 2023 v18.1.33.0 2:31:43PM FittingsNodeElevation(Foot)Pressure(psi)Discharge(gpm) Node Analysis Report Description: Light Hazard Job Number: 117-33280812 1 -7'-8 S 59.906 175.98 108 11'-4 Spr(-7.000)7.000 14.82 115 11'-4 Spr(-10.530), fd(55'-0)10.530 18.17 116 11'-4 Spr(-10.261)10.261 17.94 119 11'-4 Spr(-11.596), fd(55'-0)11.596 19.07 120 11'-4 Spr(-11.388), fd(55'-0)11.388 18.90 121 11'-4 Spr(-23.653)23.653 27.24 122 11'-4 Spr(-11.422), fd(55'-0)11.422 18.93 123 11'-4 Spr(-11.897), fd(55'-0)11.897 19.32 125 11'-4 Spr(-14.892), fd(55'-0)14.892 21.61 2 -7'-8 E(22'-1)59.902 3 -7'-8 E(22'-1), BOR 59.873 4 4'-0 fE(8'-11½)54.785 5 12'-4 E(6'-0)45.747 15 12'-4 T(5'-0)19.024 101 12'-4 fd(55'-0)15.680 102 12'-4 T(8'-0)21.245 103 12'-4 T(5'-0)21.370 104 12'-4 T(8'-0)25.580 105 12'-4 T(6'-0)29.323 109 12'-9 17.218 110 12'-9 T(5'-0)20.139 112 12'-9 T(5'-0)24.690 © M.E.P.CAD 3/19/2024 Page 5AutoSPRINK 2023 v18.1.33.0 2:31:45PM 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: 117-33280812 Report Description: Light Hazard • • • • • Route 1 • • • • • Pf Pe Pv BL 1.0490 14.82 5.50 0.074703 12'-0 9.114 108 11'-4 14.82 5.6 7.000 110'-0 -0.434 101 12'-4 15.680 122'-0 120 Sprinkler, 2fd(55'-0) Pf Pe Pv BL 1.0490 32.75 12.16 0.324142 15'-2 5.564 101 12'-4 17.94 15.680 2'-0 102 12'-4 21.245 17'-2 120 Flow (q) from Route 2 E(2'-0) Pf Pe Pv BL 1.6100 89.14 14.05 0.256477 0'-6 0.125 102 12'-4 56.39 21.245 103 12'-4 21.370 0'-6 120 Flow (q) from Route 3 Pf Pe Pv BL 1.6100 127.14 20.04 0.494657 8'-6 4.210 103 12'-4 37.99 21.370 104 12'-4 25.580 8'-6 120 Flow (q) from Route 5 Pf Pe Pv BL 2.0670 175.98 16.83 0.267336 14'-0 3.743 104 12'-4 48.85 25.580 105 12'-4 29.323 14'-0 120 Flow (q) from Route 8 Pf Pe Pv BL 2.4690 175.98 11.79 0.112509 78'-11½16.424 105 12'-4 29.323 67'-0 5 12'-4 45.747 145'-11½ 120 2E(6'-0), fd(55'-0) Pf Pe Pv FR 4.2600 175.98 3.96 0.007898 8'-4 5.426 5 12'-4 45.747 45'-6½3.613 4 4'-0 54.785 53'-10½ 120 ALV(27'-8), 2fE(8'-11½), BFP(-5. 000) Pf Pe Pv UG 6.2800 175.98 1.82 0.000897 11'-8 0.030 4 4'-0 54.785 22'-1 5.058 3 -7'-8 59.873 33'-9 140 E(22'-1), BOR Pf Pe Pv UG 6.2800 175.98 1.82 0.000897 10'-0 0.029 3 -7'-8 59.873 22'-1 2 -7'-8 59.902 32'-1 140 E(22'-1) Pf Pe Pv UG 8.3900 175.98 1.02 0.000219 20'-0 0.004 2 -7'-8 59.902 1 -7'-8 59.906 20'-0 140 Water Supply 275.98 100.00 Hose Allowance At Source 1 • • • • • Route 2 • • • • • Pf Pe Pv DY 1.0490 17.94 6.66 0.106410 0'-0 5.853 116 11'-4 17.94 5.6 10.261 55'-0 -0.434 101 12'-4 15.680 55'-0 120 Sprinkler, fd(55'-0) • • • • • Route 3 • • • • • Pf Pe Pv BL 1.0490 18.17 6.75 0.108988 12'-0 7.302 115 11'-4 18.17 5.6 10.530 55'-0 -0.614 109 12'-9 17.218 67'-0 120 Sprinkler, , fd(55'-0) Pf Pe Pv BL 1.0490 37.07 13.76 0.407535 2'-2 2.921 109 12'-9 18.90 17.218 5'-0 110 12'-9 20.139 7'-2 120 Flow (q) from Route 4 T(5'-0) Pf Pe Pv BL 1.6100 56.39 8.89 0.109919 0'-5 0.925 110 12'-9 19.32 20.139 8'-0 0.181 102 12'-4 21.245 8'-5 120 Flow (q) from Route 7 T(8'-0) • • • • • Route 4 • • • • • Pf Pe Pv DY 1.0490 18.90 7.02 0.117174 0'-0 6.445 120 11'-4 18.90 5.6 11.388 55'-0 -0.614 109 12'-9 17.218 55'-0 120 Sprinkler, , fd(55'-0) • • • • • Route 5 • • • • • Pf Pe Pv BL 1.0490 18.93 7.03 0.117497 6'-4½8.036 122 11'-4 18.93 5.6 11.422 62'-0 -0.434 15 12'-4 19.024 68'-4½ 120 Sprinkler, E(2'-0), T(5'-0), fd(55'-0) Pf Pe Pv BL 1.0490 37.99 14.10 0.426550 0'-6 2.346 15 12'-4 19.07 19.024 5'-0 103 12'-4 21.370 5'-6 120 Flow (q) from Route 6 T(5'-0) • • • • • Route 6 • • • • • Pf Pe Pv BL 1.0490 19.07 7.08 0.119150 9'-0 7.862 119 11'-4 19.07 5.6 11.596 57'-0 -0.434 15 12'-4 19.024 66'-0 120 Sprinkler, E(2'-0), fd(55'-0) • • • • • Route 7 • • • • • Pf Pe Pv BL 1.0490 19.32 7.17 0.122015 10'-7 8.856 123 11'-4 19.32 5.6 11.897 62'-0 -0.614 110 12'-9 20.139 72'-7 120 Sprinkler, E(2'-0), T(5'-0), fd(55'-0) © M.E.P.CAD 3/19/2024 Page 6AutoSPRINK 2023 v18.1.33.0 2:31:46PM 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: 117-33280812 Report Description: Light Hazard • • • • • Route 8 • • • • • Pf Pe Pv BL 1.0490 21.61 8.02 0.150179 9'-4 10.412 125 11'-4 21.61 5.6 14.892 60'-0 -0.614 112 12'-9 24.690 69'-4 120 Sprinkler, T(5'-0), fd(55'-0) Pf Pe Pv BL 1.6100 48.85 7.70 0.084284 0'-5 0.709 112 12'-9 27.24 24.690 8'-0 0.181 104 12'-4 25.580 8'-5 120 Flow (q) from Route 9 T(8'-0) • • • • • Route 9 • • • • • Pf Pe Pv BL 1.0490 27.24 10.11 0.230396 2'-2 1.651 121 11'-4 27.24 5.6 23.653 5'-0 -0.614 112 12'-9 24.690 7'-2 120 Sprinkler, fd, T(5'-0) 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 Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve 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 3/19/2024 Page 7AutoSPRINK 2023 v18.1.33.0 2:31:46PM