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F15-0008_F15-0008 Calcs_1425655740.pdf
CORPORATION VAIL VALLEY FIRE SPRINKLER CORP. 57 HEREFORD LANE EDWARDS, CO 81632 PH: (970) 914-5014 THOMPSON/GARRIGA UNIT 250, VILLA CORTINA VAIL, CO 81657 HYDRAULIC CALCULATIONS 9/4/2014 Hydraulic Calculations Location: UNIT 250, VILLA CORTINA, VAIL, COLORADO 81657, Project Name: THOMPSON/GARRIGA Drawing Name: 140901.cad Calculation Date: 9/4/2014 for Design Residential Area of Application: 311.17ft² (Actual 311.17ft²) Coverage per Sprinkler: 232.50ft² Type of sprinklers calculated: 4 Remote Area Number: Occupancy Classification: No. of sprinklers calculated: Density:0.100gpm/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 54.092@95.20From Water Supply at Node 1: Water Supply Information: Name of Contractor:VAIL VALLEY FIRE SPRINKLER CO VAIL FIREAuthority Having Jurisdiction: Address: Phone Number:Name of designer: 57 HEREFORD LANE, EDWARDS, CO 81632 (970) 914-5014 PAUL HUBBARD. Notes: 9/4/2014© M.E.P.CAD, Inc.Page 1AutoSPRINK® VR11 v11.0.30.0 11:03:33AM Hydraulic Summary Report Description: Residential Job Number: 140901 - Calculation # 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 1 54.092 54.092 0.00095.2054.09254.093 95.20Water Supply Design EngineerJob Number Total Water Required (Including Hose Allowance) 95.20 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 6.42gal Residential 0.100gpm/ft² 232.50ft² 311.17ft² (Actual 311.17ft²) 4 Occupancy Area of Application Coverage Per SprinklerNumber Of Sprinklers Calculated Density Calculation # Job Suffix Volume capacity of Dry PipesVolume capacity of Wet Pipes Maximum Velocity Under Ground 23.33 between nodes 1 and 5 Maximum Velocity Above Ground 4.9 K-Factor 23.25 at 22.514 Most Demanding Sprinkler Data System VAIL, COLORADO 81657 Job Site/Building VAIL FIREUNIT 250, VILLA CORTINA AHJ 108221THOMPSON/GARRIGA Job State Certification/License NumberJob Name: PAUL HUBBARD.140901 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 140901.cad System Flow Demand 95.20 Remote Area(s) Address 3 9/4/2014© M.E.P.CAD, Inc.Page 1AutoSPRINK® VR11 v11.0.30.0 11:03:55AM Hydraulic Graph Water Supply Node: 1 Job Name: THOMPSON/GARRIGA Remote Area Number: Date: 9/4/2014 Summary Sheet N 1.85 © M.E.P.CAD, Inc.9/4/2014 Page 2AutoSPRINK® VR11 v11.0.30.0 11:03:35AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential Job Number: 140901 - Calculation # Sprinkler 101 23.25 23.25 4.9 22.514 Sprinkler 102 23.50 23.25 4.9 23.009 Sprinkler 103 24.11 23.25 4.9 24.218 Sprinkler 104 24.33 23.25 4.9 24.652 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.9/4/2014 Page 3AutoSPRINK® VR11 v11.0.30.0 11:03:36AM Job Name: THOMPSON/GARRIGA Remote Area Number: Date: 9/4/2014 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 54.0921 54.09295.2095.20 54.09254.093Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 19-9 95.2054.092Supply1 19-9 23.2522.514Sprinkler101 19-9 23.5023.009Sprinkler102 19-5 24.1124.218Sprinkler103 19-5 24.3324.652Sprinkler104 20-3 25.5182 20-3 25.0643 20-3 26.0934 20-3 30.0255 20-3 24.6226 20-3 23.2947 © M.E.P.CAD, Inc.9/4/2014 Page 4AutoSPRINK® VR11 v11.0.30.0 11:03:38AM Date: 9/4/2014 Job Name: THOMPSON/GARRIGA Remote Area Number: 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 20-3 2-6 -0.208 0.988 19-9 0-6101 7 ¾• • • • • Route 1 • • • • •(See Notes) 0.8110 22.51423.25 0.398401 Sprinkler, 23.25 4.9 E(2-0) 150 3-0 20-3 12-0 1.328 20-3 9-07 6 1 (See Notes) 1.0550 23.294 0.11066623.25 Tr(3-0) 150 3-0 20-3 13-5 5.403 20-3 10-56 5 1 (See Notes) 1.0550 24.62223.50 0.402993 Flow (q) from Route 2 46.75 Tr(3-0) 150 15-0 19-9 42-5 0.217 23.850 20-3 27-55 1 1¼(See Notes) 1.2910 30.02548.44 0.561836 Flow (q) from Route 3 95.20 2E(3-0), Tr(2-0), T(7-0), S 150 1 0.00 Hose Allowance At Source 95.20 Route 1Total(Pt) 54.092 4-0 20-3 4-6 -0.208 1.821 19-9 0-6102 6 ¾• • • • • Route 2 • • • • •(See Notes) 0.8110 23.00923.50 0.406496 Sprinkler, 23.50 4.9 T(4-0) 150 24.622 Total(Pt)Route 2 2-0 20-3 2-10 -0.352 1.199 19-5 0-10103 3 ¾• • • • • Route 3 • • • • •(See Notes) 0.8110 24.21824.11 0.426212 Sprinkler, 24.11 4.9 E(2-0) 150 8-0 20-3 8-8 1.029 20-3 0-83 4 1 (See Notes) 1.0550 25.064 0.11839124.11 T(8-0) 150 8-0 20-3 9-2 3.932 20-3 1-24 5 1 (See Notes) 1.0550 26.09324.33 0.430329 Flow (q) from Route 4 48.44 T(8-0) 150 30.025 Total(Pt)Route 3 2-0 20-3 2-10 -0.352 1.219 19-5 0-10104 2 ¾• • • • • Route 4 • • • • •(See Notes) 0.8110 24.65224.33 0.433276 Sprinkler, 24.33 4.9 E(2-0) 150 © M.E.P.CAD, Inc.9/4/2014 Page 5AutoSPRINK® VR11 v11.0.30.0 11:03:40AM Date: 9/4/2014 Job Name: THOMPSON/GARRIGA Remote Area Number: 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 3-0 20-3 4-9 0.575 20-3 1-92 4 1 (See Notes) 1.0550 25.518 0.12035324.33 Tr(3-0) 150 26.093 Total(Pt)Route 4 © M.E.P.CAD, Inc.9/4/2014 Page 6AutoSPRINK® VR11 v11.0.30.0 11:03:40AM Date: 9/4/2014 Job Name: THOMPSON/GARRIGA Remote Area Number: 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.9/4/2014 Page 7AutoSPRINK® VR11 v11.0.30.0 11:03:40AM