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HomeMy WebLinkAboutFile Documents.210 S West End St.0111.2019 (8).ARBK Hydraulic Calculations for Project Name: 210 West End -2 inch UG Location: , , Drawing Name: West End Prelim.cad Calculation Date:4/29/2019 Design Remote Area Number: 1 Occupancy Classification: Residential Pressure: 0.051 gpm/ft2 Area of Application: 900.00ft2(Actual 333.25ft2) Coverage per Sprinkler: 256.00ft2 Type of sprinklers calculated: Pendent No. of sprinklers calculated: 4 No. of nozzles calculated: 0 In-rack Demand: N/A gpm at Node: N/A Hose Streams: 0.0 gpm at Node: 1 Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 53.26 @ 79.206 (Safety Margin =20.762 psi) Type of System: Wet Volume of Dry or PreAction System: N/A Name of Contractor: Flame Out Fire Protection, Inc. Address: PO Box 1296, Basalt, Colorado 81621 Phone Number: (970)289-1287 Name of designer: Authority Having Jurisdiction: Notes: Automatic peaking results Left: N/A Right: N/A RECEIVED 05/13/2019 L©M.E.P.CAD, Inc. iNAutoSPRINK 2019 v15.1.9.0 1 4/29/2019 4:26:36PM ASPEA 1 BUILDING DEPARTMENT Hydraulic Graph Job Name:210 West End -2 inch UG N 1.85 Remote Area Number: 1 Date:4/29/2019 150 Water Supply Summary Sheet 135 Node: 1 - 120 105—Available Supply Static Pressure 100.000 53.26 @ 99.967 Static Pressure 90.000(90%) 1300.00 @ 88.000 •Q 53.26 @ 79.206 --. 1300_00 @ 79.200(90%) W Vl --- 60 45 3System demand curve 30 15 0 III milli I I I I I I I 0250 500 750 1000 1250 1500 1750 2000 2250 2500 Flow-gpm RECEIVED 05/13/2019 1M,©M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.9.0 4/29/2019 4:26:42PM Page 2 ASPEN BUILDING DEPARTMENT r:1 111 Summary Of Outflowi ng Devices Report Description:Residential(1) Actual Flow Minimum Flow K-Factor Pressure Device (gpm) (gpm) (K) (psi) Sprinkler 101 13.57 13.06 4.9 7.673 Sprinkler 102 13.57 13.06 4.9 7.671 Sprinkler 103 13.06 13.06 4.9 7.102 c> Sprinkler 104 13.06 13.06 4.9 7.100 14> Most Demanding Sprinkler Data RECEIVED 05/13/2019 k,©M.E.P.CAD,Inc. in AutoSPRINK 2019 v15.1.9.0 4/29/2019 4:26:44PM ASREN 3 BUILDING DEPARTMENT Job Name: 210 West End - 2 inch UG Remote Area Number: 1 Date: 4/29/2019 Supply Analysis Static Residual Flow Available Total Demand Required Pressure Node Name (psi) (psi) co (gpm) (psi) @ (gpm) (psi) 1 Water Supply 100.000 88.000 1300.00 99.967 53.26 79.206 Node Analysis Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 1 -13'-6 Supply 79.206 53.26 101 10'-0 Sprinkler 7.673 13.57 102 10'-0 Sprinkler 7.671 13.57 103 10'-0 Sprinkler 7.102 13.06 104 10'-0 Sprinkler 7.100 13.06 5 -8'-6 66.264 8 10'-6 7.942 9 10'-6 8.351 10 10'-6 9.789 11 10'-6 7.336 12 10'-6 7.717 RECEIVED 05/13/2019 A,©M.E.P.CAD, Inc. ias AutoSPRINK 2019 v15.1.9.0 4/29/2019 4:26:47PM ASREN 4 BUILDING DEPARTMENT Job Name:210 West End -2 inch UG Remote Area Number: 1 Date:4/29/2019 I Pipe Information Elev 1 Flow added Fittings& Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (q) Fitting Pf Friction Elev(Pe) Length) Elev 2 Total Flow Equiv. (Foot) Loss Per Unit Fixed Pressure Losses, when applicable,are added Node 2 (Foot) (Q) Actual ID Length(Foot) Total (psi) Friction(Pf) directly to(Pf)and shown as ( (Foot) a.,e j t4,e.,2i„o (See 0'-6 150 7.100 Route 1 3/4 104 10'-0 4.9 13.06 Sprinkler, Notes) 5'-7 -0.217 12 10'-6 13.06 0.8110 6 1 0.136989 0.834 T(5'-7) 12 10'-6 13.06 1 (See 12'-0 150 7.717 Flow(q)from Route 2 Notes) 3'-1+/2 10 10'-6 26.11 1.0550 0.137197 E(3'-1+/2) 15'-1+/2 2.072 10 10'-6 27.14 1 (See 84'-9 150 9.789 Notes) Flow(q)from Route 3 9'-4 8.237 5 -8'-6 53.26 1.0550 0.512806 3E(3'-1+/2) 94'-1 48.237 5 8' 6 2 (See 98'-7 150 66.264 Notes) 11-7+/2 2.168 0.025176 BFP(-8.000),2E(5'-10),S 1 13'-6 53.26 1.9590 110'-2+/2 10.775 0.00 79.206 Hose Allowance At Source 1 53.26 Total(Pt) Route 1 103 10'-0 4.9 13.06 3/4 (See 0'6 150 7.102 Route 2 Sprinkler, Notes) 2'-9+/2 -0.217 11 10'-6 13.06 0.8110 0.137027 E(2'-9+/2) 3'-3+/2 0.451 10'-0 150 7.336 11 10'6 1 12 10'-6 13.06 1.0550 0.038063 10'-0 0.381 7.717 Total(Pt) Route 2 102 10'-0 4.9 13.57 3/4 (See 0'6 150 7.671 Route 3 Notes) Sprinkler, 5'-7 -0.217 9 10'-6 13.57 0.8110 6 1 0.147161 0 896 T(5'-7) 9 10'-6 13.57 1 (See 2'0 150 8.351 Notes) Flow(q)from Route 4 7'-9 10 10'-6 27.14 1.0550 9 9 0.147384 1.439 T(7'-9) 9.789 Total(Pt) Route 3 101 10'-0 4.9 13.57 % (See 0'-6 150 7.673 Route 4 Sprinkler, Notes) 2'-9+/2 -0.217 8 10'-6 13.57 0.8110 3 0.147202 '-3+/2 0.485 RECEIVED 05/13/2019 L,©M.E.P.CAD,Inc. in AutoSPRINK 2019 v15.1.9.0 1 4/29/2019 4:26:50PM ASjEN BUILDING DEPARTMENT Job Name:210 West End -2 inch UG Remote Area Number: 1 Date:4/29/2019 I Pipe Information Elev 1 Flow added Fittings& Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (q) Fitting Pf Friction Elev(Pe) Length) Fixed Pressure Losses, Elev 2 Total Flow Equiv. (Foot) Loss Per Unit when applicable,are added Node 2 (Foot) (Q) Actual ID Length(Foot) Total (psi) Friction(Pf) directly to(Pf)and shown as ( (Foot) a"e j t4"Q.,2i„o 8 10'6 1 10'-0 150 7.942 9 10'-6 13.57 1.0550 0.040889 10'-0 0.409 8.351 Total(Pt) Route 4 RECEIVED 05/13/2019 L,©M.E.P.CAD,Inc. 111 AutoSPRINK 2019 v15.1.9.0 1 4/29/2019 4:26:50PM /WREN 'BUILDING DEPARTMENT Job Name:210 West End -2 inch UG Remote Area Number: 1 Date:4/29/2019 Equivalent Pipe Lengths of Valves and Fittings(C=120 only) ` C Value Multiplier II Actual Inside Diameter 4.87 Value Of C 100 130 140 150 I ( =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 111/4°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 RECEIVED 05/13/2019 L,©M.E.P.CAD,Inc. 111 AutoSPRINK 2019 v15.1.9.0 1 4/29/2019 4:26:50PM /WREN BUILDING DEPARTMENT