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HomeMy WebLinkAboutF15-0053_Hydraulic Calcs_1439395980.pdf1628 VAIL VALLEY DRIVE 1628 VAIL VALLEY DRIVE VAIL, CO 81657 HYDRAULIC CALCULATIONS 8/7/2015 CORPORATION VAIL VALLEY FIRE SPRINKLER CORP. 57 HEREFORD LANE EDWARDS, CO 81632 PH: (970) 914-5014 Hydraulic Calculations Location: 1628 VAIL VALLEY DRIVE, VAIL, CO 81657, Project Name: 1628 VAIL VALLER DRIVE Drawing Name: 150702.cad Calculation Date: 8/7/2015 for Design Residential Area of Application: 229.93ft² (Actual 229.93ft²) Coverage per Sprinkler: 256.00ft² Type of sprinklers calculated: 2 1Remote Area Number: Occupancy Classification: No. of sprinklers calculated: Density:0.050gpm/ft² Pendent Volume of Dry or PreAction System: In-rack Demand: Hose Streams: Type of System: at Node:Type:Allowance at Source N/Aat Node:N/A gpm 10.0 gpm N/A (including Hose Streams where applicable):Total Water Required 31.385@26.42From Water Supply at Node 1: 38.771@26.42from Pump at Node: 4: Water Supply Information: Name of Contractor:VAIL VALLEY FIRE SPRINKLER CO VAIL FIRE DEPTAuthority Having Jurisdiction: Address: Phone Number:Name of designer: 57 HEREFORD LANE, EDWARDS, CO 81632 (970) 914-5014 PAUL HUBBARD. Notes: 8/7/2015© M.E.P.CAD, Inc.Page 1AutoSPRINK® 12 v12.0.40.0 10:45:52AM1 Hydraulic Summary Report Description: Residential (1) Job Number: 150702 - Calculation #1 Node Flow(gpm) Total Hose Streams 0.00 Pumps: Static = Churn (Pressure @ Zero Flow) Safety MarginRequiredAvailable Node Hose Flow Static Residual Flow Total Demand (gpm)(psi)(psi)(gpm)(psi)(gpm)(psi)(psi)@@Name 1 48.021 31.385 16.63637.0010.00092.000 26.42Water Supply 4 55.407 38.771 16.63630.00Pump30.00041.000 26.42 Design EngineerJob Number Total Water Required (Including Hose Allowance) 26.42 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 19.37gal Residential 0.050gpm/ft² 256.00ft² 229.93ft² (Actual 229.93ft²) 2 Occupancy Area of Application Coverage Per SprinklerNumber Of Sprinklers Calculated Density Calculation #1 Job Suffix Volume capacity of Dry PipesVolume capacity of Wet Pipes Maximum Velocity Under Ground 9.70 between nodes 5 and 6 Maximum Velocity Above Ground 4.9 K-Factor 13.00 at 7.039 Most Demanding Sprinkler Data System VAIL, CO 81657 Job Site/Building VAIL FIRE DEPT1628 VAIL VALLEY DRIVE AHJ 1082211628 VAIL VALLER DRIVE Job State Certification/License NumberJob Name: PAUL HUBBARD.150702 Contractor Contractor Number028 Name of Contractor: VAIL VALLEY FIRE SPRINKLER CO Address 1 57 HEREFORD LANE Address 2 EDWARDS, CO 81632 Contact Name Contact Title ExtensionPhone (970) 914-5014 FAX E-mail blazeinvail@aol.com Web-Site CLINT JANSSEN Address 3 Address 1 Address 2 Drawing Name 150702.cad System Flow Demand 26.42 Remote Area(s) Address 3 8/7/2015© M.E.P.CAD, Inc.Page 1AutoSPRINK® 12 v12.0.40.0 10:46:12AM Hydraulic Graph Water Supply Node: 1 Job Name: 1628 VAIL VALLER DRIVE Remote Area Number: 1 Date: 8/7/2015 Summary Sheet N 1.85 © M.E.P.CAD, Inc.8/7/2015 Page 2AutoSPRINK® 12 v12.0.40.0 10:45:54AM Hydraulic Graph Pump Node: 4 Job Name: 1628 VAIL VALLER DRIVE Remote Area Number: 1 Date: 8/7/2015 Summary Sheet N 1.85 Pump Rating:30.00 @ 30.000 Static:92.000 Residual:10.000 Flowing:37.00 Supply: © M.E.P.CAD, Inc.8/7/2015 Page 3AutoSPRINK® 12 v12.0.40.0 10:45:54AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential (1) Job Number: 150702 - Calculation #1 Sprinkler 101 13.00 13.00 4.9 7.039 Sprinkler 102 13.42 13.00 4.9 7.502 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.8/7/2015 Page 4AutoSPRINK® 12 v12.0.40.0 10:45:55AM Job Name: 1628 VAIL VALLER DRIVE Remote Area Number: 1 Date: 8/7/2015 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 10.0001 31.38526.4237.00 48.02192.000Water Supply Node @ @Churn (psi) Residual (psi) Flow (gpm) Available (psi) Total Demand (gpm) Required Pressure (psi) Pump Analysis 4 41.000 30.000 30.00 55.407 26.42 38.771 Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 0-6 26.4231.385Supply1 20-5 13.007.039Sprinkler101 21-0 13.427.502Sprinkler102 1-0 31.0942 1-3 6.557P13 1-6 38.771P24 (-32.304) 8-8 34.3425 8-8 30.8626 17-4 24.6287 22-11 7.5878 22-11 7.2329 21-6 6.99510 © M.E.P.CAD, Inc.8/7/2015 Page 5AutoSPRINK® 12 v12.0.40.0 10:45:56AM Date: 8/7/2015 Job Name: 1628 VAIL VALLER DRIVE Remote Area Number: 1 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 2-0 21-6 3-1 -0.460 0.416 20-5 1-1101 10 ¾• • • • • Route 1 • • • • •(See Notes) 0.8110 7.03913.00 0.135904 Sprinkler, 13.00 4.9 E(2-0) 150 17-0 22-11 32-4 -0.628 1.221 21-6 15-410 8 1 (See Notes) 1.0550 6.995 0.03775113.00 2E(3-0), T(8-0), Tr(3-0) 150 44-0 17-4 104-2 2.435 14.607 22-11 60-28 7 1 (See Notes) 1.0550 7.58713.42 0.140195 Flow (q) from Route 2 26.42 8Tr(3-0), 4E(3-0), T(8-0) 150 9-0 8-8 17-8 3.757 2.477 17-4 8-87 6 1 (See Notes) 1.0550 24.628 0.14019526.42 3E(3-0) 150 17-0 8-8 24-10 3.480 8-8 7-106 5 1 (See Notes) 1.0550 30.862 0.14019526.42 T(8-0), 3E(3-0) 150 18-0 1-6 25-2 3.109 1.320 8-8 7-25 4 1¼(See Notes) 1.2910 34.342 0.05245226.42 5Tr(2-0), sCV(8-0) 150 4 3 Pump 38.77126.42 Rating: 30.000 @ 30.00 Churn Pressure: 41.000 18-0 1-0 27-0 0.121 24.416 1-3 9-03 2 1¼(See Notes) 1.2910 6.557 0.05245226.42 4E(3-0), BFP(-13.000), PRV(-10.000), f(-0.000), 3Tr(2-0) 150 0-6 0-6 0.220 0.071 1-0 0-62 1 1 (See Notes) 1.0550 31.094 0.14019526.42 Water Supply 150 1 0.00 Hose Allowance At Source 26.42 Route 1Total(Pt) 31.385 2-0 22-11 3-11 -0.836 0.566 21-0 1-11102 9 ¾• • • • • Route 2 • • • • •(See Notes) 0.8110 7.50213.42 0.144156 Sprinkler, 13.42 4.9 E(2-0) 150 © M.E.P.CAD, Inc.8/7/2015 Page 6AutoSPRINK® 12 v12.0.40.0 10:45:58AM1 Date: 8/7/2015 Job Name: 1628 VAIL VALLER DRIVE Remote Area Number: 1 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 8-0 22-11 8-10 0.354 22-11 0-109 8 1 (See Notes) 1.0550 7.232 0.04004313.42 T(8-0) 150 7.587 Total(Pt)Route 2 © M.E.P.CAD, Inc.8/7/2015 Page 7AutoSPRINK® 12 v12.0.40.0 10:45:58AM1 Date: 8/7/2015 Job Name: 1628 VAIL VALLER DRIVE Remote Area Number: 1 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) 1.51 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 100Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc.8/7/2015 Page 8AutoSPRINK® 12 v12.0.40.0 10:45:58AM1