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HC-1Hydraulic Overview Job Number: 1 Report Description: Residential Node Flow(gpm)Hose Flow(gpm)Static(psi)Residual(psi)Name 2 850.00 86.000 30.000Water Supply Identifier Pressure(psi)K-Factor(K)Flow(gpm) Job System Supplies Check Point Gauges 1 Berry Fire Protection 1 Woodlands Rd 1 Woodlands Rd Salem, MA 01970 1 Woodlands Rd FP1 Job Name: Address 1 Address 2 Design Engineer 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 35.62 @ 51.659 Water Supply at Node 2 (850.00, 0.00, 86.000, 30.000) 0.050gpm/ft² 4.9 K-Factor 17.67 at 13.000 256.00ft² 0.00ft² (Actual 83.20ft²) 0.00 2 Density +34.183 (39.8%) Address 3 System Pressure Demand System Flow Demand 51.659 35.62 © M.E.P.CAD, Inc.4/12/2019 Page 1AutoSPRINK® 12 v12.0.61.0 3:38:30PM Hydraulic Summary Report Description: Residential Job Number: 1 Node Flow(gpm) Total Hose Streams 0.00 Safety MarginRequiredAvailable Node Hose Flow Static Residual Flow Total Demand (gpm)(psi)(psi)(gpm)(psi)(gpm)(psi)(psi)@@Name 2 85.842 51.659 34.183850.0030.00086.000 35.62Water Supply Design EngineerJob Number Total Water Required (Including Hose Allowance) 35.62 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 18.39gal Residential 0.050gpm/ft² 256.00ft² 0.00ft² (Actual 83.20ft²) 2 Occupancy Area of Application Coverage Per SprinklerNumber Of Sprinklers Calculated Density Job Suffix AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Volume capacity of Dry PipesVolume capacity of Wet Pipes Maximum Velocity Under Ground 12.00 between nodes 2 and 1 Maximum Velocity Above Ground 4.9 K-Factor 17.67 at 13.000 Most Demanding Sprinkler Data System Salem, MA 01970 Job Site/Building 1 Woodlands Rd AHJ 1 Woodlands Rd Job State Certification/License NumberJob Name: Berry Fire Protection1 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 1 Woodlands Rd FP1 System Flow Demand 35.62 Remote Area(s) Address 3 4/12/2019© M.E.P.CAD, Inc.Page 2AutoSPRINK® 12 v12.0.61.0 3:38:35PM Hydraulic Graph Report Description: Residential Job Number: 1 30.000 @ 850.00 Residual: Pressure 86.000 Static: Pressure Water Supply at Node 2 Hydraulic Graph Water Supply at Node 2 51.659 @ 35.62 51.659 @ 35.62 Available Pressure at Time of Test 85.842 @ 35.62 System Demand System Demand (Including Hose Allowance at Source) © M.E.P.CAD, Inc.4/12/2019 Page 3AutoSPRINK® 12 v12.0.61.0 3:38:36PM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential Job Number: 1 Sprinkler 101 17.67 17.67 4.9 13.000 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.4/12/2019 Page 4AutoSPRINK® 12 v12.0.61.0 3:38:37PM FittingsNodeElevation(Foot)Pressure(psi)Discharge(gpm) Node Analysis Report Description: Residential Job Number: 1 2 8'-0 S 51.659 35.62 101 24'-0 Spr(-13.000)13.000 17.67 102 24'-0 Spr(-13.429)13.429 17.96 1 24'-0 T(5'-0)13.899 © M.E.P.CAD, Inc.4/12/2019 Page 5AutoSPRINK® 12 v12.0.61.0 3:38:39PM 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: Residential • • • • • Route 1 • • • • • Pf Pe Pv BL 1.1010 17.67 5.95 0.054091 11'-7½0.899 101 24'-0 17.67 4.9 13.000 5'-0 1 24'-0 13.899 16'-7½ 150 Sprinkler, T(5'-0) Pf Pe Pv BL 1.1010 35.62 12.00 0.197958 65'-6 30.824 1 24'-0 17.96 13.899 70'-0 6.936 2 8'-0 51.659 135'-6 150 Flow (q) from Route 2 4Tr(1'-0), 2T(5'-0), 8E(7'-0), BFP(-4.000), S 35.62 0.00 Hose Allowance At Source 2 • • • • • Route 2 • • • • • Pf Pe Pv BL 1.1010 17.96 6.05 0.055739 3'-5¼0.470 102 24'-0 17.96 4.9 13.429 5'-0 1 24'-0 13.899 8'-5¼ 150 Sprinkler, 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 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 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 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, Inc.4/12/2019 Page 6AutoSPRINK® 12 v12.0.61.0 3:38:40PM