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Specifications OffICE too Hydraulic Calculations /)oio for Project Name:Aspen Ridge Residence Location: 12010 SW Viewcrest Court,Tigard,OR 97224, Drawing Name:Aspen Ridge 13D Calculation Date: 6/8/2020 Design Remote Area Number: 1 Remote Area Location: Master Bedroom RECEIVED Occupancy Classification: Residential J U N 9 2020 CITY OF TIGARD Density 0.05gpm/ft2 BUILDING DIVISION Area of Application: 225ft2(Actual 194W) Coverage per Sprinkler: 256ft' Type of sprinklers calculated: Pendent No.of sprinklers calculated: 2 No.of nozzles calculated: 0 In-rack Demand: N/A gpm at Node: N/A Hose Streams: 0.0 gpm at Node: 6 Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 6: 26.26 @ 0.000 (Safety Margin =2.608 psi) from Pump at Node:4: 26.26 @ 41.591 (Safety Margin =2.608 psi) Type of System: Volume of Dry or PreAction System: N/A Name of Contractor: AFP Systems Address: 19435 SW 129th Ave, Tualatin,OR 97062 Phone Number: (503)692-9284 Name of designer: B. Stewart Authority Having Jurisdiction: City of Tigard Notes: Automatic peaking results Left: N/A Right: N/A ©M.E.P.CAD, Inc. y a3�AutoSPRINK 2019 v15.1.20.0 1 6/8/202012:20:27PM Page 1 a Hydraulic Graph Job Name:Aspen Ridge Residence N '"- Remote Area Number:1 Date:6/W2020 0.1 • . .� _Static Pressure 0.000 �ao.ao@a.0oo Water Supply Summary Sheet -0.91 • Node:6 -1.92 426.26 @-2.608 -2.93 -3.94 .95 a- 5.96 -6.97 -7.98 -8.99 10 1u Illlll luiinii Ilii11111 II1111111 111111111 111111111 111111111 111111111 111111111 020 40 80 100 120 1 160 i8D 200 Flow-gpm • �.®M.E.P.CAD,Inc. t AutoSPRINK 2019 v15.1.20.0 6/8/2020 12:20:29PM Pane 2 Hydraulic Graph Job Name:Aspen Ridge Residence N 'es Remote Area Number:1 Date:6/8/2020 fao Pump Summary Sheet 90 Node:4 tm 70 60 -Combined Static Pressures 51.913 50 Available Pump and Supply o_ .26 ig 44.199 .26(p 41.591 40 .00. 34.000 30 System demand curve 20 10 0 yu. IL 11 11111111111 111111 111111111 111111111 I I 1 1 1 1 1 1 I l l l l . l i . l . l l l 1 l , 10 20 30 40 50 60 70 80 90 100 Flow-gpm Pump Rating 25.00l 46.000 Supply:Static:0.000 Residual:0.000 Flowing:100.00 12i,m M.E.P.CAD,Inc. AutoSPRINK 2019 v15.1.20.0 8/812020 12:20:29PM Page 3 Hydraulic Graph Job Name:Aspen Ridge Residence N Remote Area Number:1 Date:6/8/2020 50 - - BOR Summary Sheet 45 .266 41.497 40 35 30 e 25 System demand curve LL 20 15 • 10 5 Available Supply 0 -Static Pressure 0.000 J e r i i i i . 100.00 0 0.000 J i . _ i I 0 Z5 40 80 too 120 t40 160 100 200 Flow-gpm Lee M.E.P.CAD,Inc. d AutoSPRINK 2019 v15.1.20.0 6/8/2020 12:20:29PM Pape4 Job Name: Aspen Ridge Residence Remote Area Number: 1 Date: 6/8/2020 Supply Analysis Static Residual Flow Available Total Demand Required Pressure Node Name (psi) (psi) 6 (Wm) (psi) (gpm) (psi) 6 Water Supply 0.000 0.000 100.00 0.000 26.26 0.000 Pump Analysis Churn Residual @ Flow Available c Total Demand Required Pressure Node (psi) (Psi) (9pm) (Psi) (Wm) (psi) 4 0.000 46.000 25.00 44.199 26.26 41.591 Node Analysis Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (Wm) 6 -9'-4 Supply -2.608 26.26 101 10'-0 Sprinkler 7.000 12.96 102 10.-0 Sprinkler 7.358 13.29 1 10'-6 7.317 2 10.-6 30.939 3 -9'-0 Gauge 41.497 4 -9'-0 P2 41.591 (-44.344) 5 -9.-4 P1 -2.608 ,,©M.E.P.CAD,Inc. MAutoSPRINK 2019 v15.1.20. 6/8/2020 12:20:31PM Page 5 Job Name:Aspen Ridge Residence Remote Area Number: 1 Date:6/8/2020 - Pipe Information Elev 1 Flow added Length C Factor Notes Fittings& Total(Pt) Node 1 K-Factor this step Nominal ID (Foot) Fittin /Device(Equivalent (Foot) (q) Devices 9 ( q Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses, Elev 2 Total Flow Equiv. (Foot) Loss Per Unit Node 2 ) (4) Actual ID Length Total (psi) when applicable,are added (Foot) (Foot) Foot Frictlon(Pf) directly to(Pf)and shown as 101 10'-0 4.9 12.96 1 (See 9'-6 150 7.000 Route 1 Notes) Sprinkler, 8'-0 -0.217 1 10'-6 12.96 1.1010 17 6 0.030510 0.534 E(7'-0),Tr(1'-O) 1 10'-6 13.29 1 (See 109'-10 150 7.317 Notes) Flow(q)from Route 2 100'-0 2 10'-6 26.26 1.1010 0.112573 8E(7'-0),7T(5'-0),9Tr(1'-0) 209'-10 23.622 2 10'-6 1% (See 28'-0 150 30.939 Notes) 31'-0 8.454 3 -9'-0 26.26 1.3940 59 0 0.035676 2.105 3E(8'-O),Tr(1'-0),T(6'-0),BOR 3 -9'-0 1 (See 0'-10 150 41.497 Notes) 0.112573 BaiV 4 -9'-0 26.26 1,1010 0'-10 0.093 4 26.26 Pump 41.591 Rating:46.000 @ 25.00 5 Chum Pressure:0.000 5 -9'-4 1 (See 0'-0 150 -2.608 Notes) 6 9'-4 26.26 1.1010 0.112573 Water Supply 0'-0 0.000 0.00 -2.608 Hose Allowance At Source 6 26.26 Total(Pt) Route 1 102 10'-0 4.9 13.29 1 (See 0'-6 150 7.358 Route 2 Notes) Sprinkler, 5%0 -0.217 1 10.-6 13.29 1.1010 0.031952 T(5'-0) 5'-6 0.176 7.317 Total(Pt) Route 2 ©M.E.P.CAD.Inc. (4pg AutoSPRINK 2019 v15.1.20.0 1 6/8/2020 12:20:33PM Page 6 Job Name:Aspen Ridge Residence Remote Area Number: 1 Date: 6/8/2020 kquivalent Pipe Lengths of Valves and Fittings(C=120 only) 1 IC Value MultiplierII Actual Inside Diameter 4.87 Value Of C 100 130 140 150 =Factor Schedule 40 Steel Pipe Inside Diameter ) Multiplying Factor 0 713 1.16 1.33 1.51 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BaIV 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 Eel 11% Elbow Ee2 221/2°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,©M.E.P.CA0,Inc. 111 AutOSPRINK 2019 v15.1.20.0 1 6/8/2020 12:20:33PM Page 7