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HomeMy WebLinkAboutF14-0040 Calcs.pdfCORPORATION VAIL VALLEY FIRE SPRINKLER CORP. 57 HEREFORD LANE EDWARDS, CO 81632 PH: (970) 914-5014 VILLAGE INN PLAZA UNIT 402 100 EAST MEADOW DR. VAIL, CO 81658 HYDRAULIC CALCULATIONS 8/12/2014 Hydraulic Calculations Location: 100 EAST MEADOWS DR., VAIL, CO 81658, Project Name: VILLAGE IN PLAZA UNIT 402 Drawing Name: 140801.cad Calculation Date: 8/13/2014 for Design Residential Area of Application: 311.89ft² (Actual 311.89ft²) Coverage per Sprinkler: 252.00ft² Type of sprinklers calculated: 4 1Remote Area Number: Occupancy Classification: No. of sprinklers calculated: Density:0.100gpm/ft² Sidewall 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 1100.00 N/A (including Hose Streams where applicable):Total Water Required 113.861@211.49From Water Supply at Node 1: 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: 8/13/2014© M.E.P.CAD, Inc.Page 1AutoSPRINK® VR11 v11.0.30.0 11:54:09AM1 Hydraulic Summary Report Description: Residential Job Number: 140801 - Calculation #1 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 1 136.062 113.861 22.201721.41100.00 15.090150.000 211.49Water Supply Design EngineerJob Number Total Water Required (Including Hose Allowance) 211.49 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 100.00 Hose Allowance At Source Supplies 333.28gal Residential 0.100gpm/ft² 252.00ft² 311.89ft² (Actual 311.89ft²) 4 Occupancy Area of Application Coverage Per SprinklerNumber Of Sprinklers Calculated Density Calculation #1 Job Suffix Volume capacity of Dry PipesVolume capacity of Wet Pipes 1.15 between nodes 1 and 2 Maximum Velocity Under Ground 28.80 between nodes 6 and 103 Maximum Velocity Above Ground 4.4 K-Factor 25.20 at 32.802 Most Demanding Sprinkler Data System VAIL, CO 81658 Job Site/Building VAIL FIRE DEPT100 EAST MEADOWS DR. AHJ 108221VILLAGE IN PLAZA UNIT 402 Job State Certification/License NumberJob Name: PAUL HUBBARD.140801 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 140801.cad System Flow Demand 111.49 Remote Area(s) Address 3 8/13/2014© M.E.P.CAD, Inc.Page 1AutoSPRINK® VR11 v11.0.30.0 11:53:56AM Hydraulic Graph Water Supply Node: 1 Job Name: VILLAGE IN PLAZA UNIT 402 Remote Area Number: 1 Date: 8/13/2014 Summary Sheet N 1.85 © M.E.P.CAD, Inc.8/13/2014 Page 2AutoSPRINK® VR11 v11.0.30.0 11:54:10AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential Job Number: 140801 - Calculation #1 Sprinkler 101 25.20 25.20 4.4 32.802 Sprinkler 102 25.68 25.20 4.4 34.057 Sprinkler 103 27.60 25.20 4.4 39.352 Sprinkler 104 33.01 25.20 4.4 56.297 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.8/13/2014 Page 3AutoSPRINK® VR11 v11.0.30.0 11:54:12AM Job Name: VILLAGE IN PLAZA UNIT 402 Remote Area Number: 1 Date: 8/13/2014 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 15.0901 113.861211.49721.41 136.062150.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 0-0 111.49113.861Supply1 53-6 25.2032.802Sprinkler101 54-9 25.6834.057Sprinkler102 55-7 27.6039.352Sprinkler103 55-7 33.0156.297Sprinkler104 0-7 113.5132 3-1 98.3413 52-0 76.9234 53-0 69.1175 53-0 61.8176 © M.E.P.CAD, Inc.8/13/2014 Page 4AutoSPRINK® VR11 v11.0.30.0 11:54:13AM Date: 8/13/2014 Job Name: VILLAGE IN PLAZA UNIT 402 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 54-9 14-1 -0.552 1.807 53-6 14-1101 102 1 • • • • • Route 1 • • • • •(See Notes) 1.0550 32.80225.20 0.128446 Sprinkler 25.20 4.4 150 3-0 55-7 12-0 -0.353 5.648 54-9 9-0102 103 1 (See Notes) 1.0550 34.05725.68 0.471197 Sprinkler, 50.88 4.4 Tr(3-0) 150 12-0 53-0 20-4 1.121 21.344 55-7 8-4103 6 1 (See Notes) 1.0550 39.35227.60 1.050571 Sprinkler, 78.48 4.4 3E(3-0), Tr(3-0) 150 2-0 53-0 9-8 7.300 53-0 7-86 5 1¼(See Notes) 1.2910 61.81733.01 0.752604 Flow (q) from Route 2 111.49 Tr(2-0) 150 38-0 52-0 64-2 0.434 7.373 53-0 26-25 4 2 (See Notes) 2.0670 69.117 0.114909111.49 EE(2-0), 4E(5-0), BV(6-0), PO(10-0) 120 7-11 3-1 56-10 21.225 0.193 52-0 48-114 3 4 (See Notes) 4.2600 76.923 0.003395111.49 LtE(7-11) 120 15-10 0-7 25-10 1.084 14.088 3-1 10-13 2 4 (See Notes) 4.2600 98.341 0.003395111.49 BFP(-12.000), 2LtE(7-11), PRV(-2.000), BOR 120 124-6 0-0 294-6 0.235 0.114 0-7 170-02 1 6 (See Notes) 6.2800 113.513 0.000386111.49 2LtE(14-2), 2E(22-1), T(47-3), GV(4-9), S 140 1 100.00 Hose Allowance At Source 211.49 Route 1Total(Pt) 113.861 14-0 53-0 20-9 1.122 4.398 55-7 6-9104 6 1 • • • • • Route 2 • • • • •(See Notes) 1.0550 56.29733.01 0.211698 Sprinkler, 33.01 4.4 2E(3-0), T(8-0) 150 61.817 Total(Pt)Route 2 © M.E.P.CAD, Inc.8/13/2014 Page 5AutoSPRINK® VR11 v11.0.30.0 11:54:15AM1 Date: 8/13/2014 Job Name: VILLAGE IN PLAZA UNIT 402 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.8/13/2014 Page 6AutoSPRINK® VR11 v11.0.30.0 11:54:15AM1