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HomeMy WebLinkAboutF17-0042_Douglas Residence Addition Calculation_1504718940.pdfCORPORATION VAIL VALLEY FIRE SPRINKLER CORP. 57 HEREFORD LANE EDWARDS, CO 81632 PH: (970) 914-5014 DOUGLAS RESIDENCE ADDITION 5075 UTE LANE VAIL, CO 81657 HYDRAULIC CALCULATIONS 9/1/2017 Hydraulic Calculations Location: 5075 UTE LANE, VAIL, COLORADO 81657, Project Name: DOUGLAS RESIDENCE ADDITION Drawing Name: 170806.cad Calculation Date: 9/1/2017 for Design Residential Area of Application: 249.93ft² (Actual 249.93ft²) Coverage per Sprinkler: 143.00ft² 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 68.522@59.93From City Supply at Node 1: Name of Contractor:VAIL VALLEY FIRE SPRINKLER CO VAILAuthority Having Jurisdiction: Address: Phone Number:Name of designer: 57 HEREFORD LANE, EDWARDS, CO 81632 (970) 914-5014 PAUL HUBBARD. Notes: 9/1/2017© M.E.P.CAD, Inc.Page 1AutoSPRINK 2017 v13.1.65.0 4:02:35PM Hydraulic Summary Report Description: Residential Job Number: 170806 - Remote Area 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 76.352 68.522 7.8301000.0049.50076.500 59.93City Supply Design EngineerJob Number Total Water Required (Including Hose Allowance) 59.93 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 33.44gal Residential 0.100gpm/ft² 143.00ft² 249.93ft² (Actual 249.93ft²) 4 Occupancy Area of Application Coverage Per SprinklerNumber Of Sprinklers Calculated Density Remote Area Job Suffix Volume capacity of Dry PipesVolume capacity of Wet Pipes 6.38 between nodes 1 and 2 Maximum Velocity Under Ground 14.69 between nodes 6 and 7 Maximum Velocity Above Ground 4.9 K-Factor 14.30 at 8.517 Most Demanding Sprinkler Data System VAIL, COLORADO 81657 Job Site/Building VAIL5075 UTE LANE AHJ 108221DOUGLAS RESIDENCE ADDITION Job State Certification/License NumberJob Name: PAUL HUBBARD.170806 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 170806.cad System Flow Demand 59.93 Remote Area(s) Address 3 9/1/2017© M.E.P.CAD, Inc.Page 1AutoSPRINK 2017 v13.1.65.0 4:01:03PM Hydraulic Graph City Supply Node: 1 Job Name: DOUGLAS RESIDENCE ADDITION Remote Area Number: Date: 9/1/2017 Summary Sheet N 1.85 © M.E.P.CAD, Inc.9/1/2017 Page 2AutoSPRINK 2017 v13.1.65.0 4:02:36PM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential Job Number: 170806 - Remote Area Sprinkler 101 14.30 14.30 4.9 8.517 Sprinkler 102 14.58 14.30 4.9 8.849 Sprinkler 103 14.89 14.30 4.9 9.229 Sprinkler 104 16.17 14.30 4.9 10.893 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.9/1/2017 Page 3AutoSPRINK 2017 v13.1.65.0 4:02:36PM Job Name: DOUGLAS RESIDENCE ADDITION Remote Area Number: Date: 9/1/2017 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 49.5001 68.52259.931000.00 76.35276.500City Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 0-0 59.9368.522Supply1 15-0 14.308.517Sprinkler101 19-10 14.588.849Sprinkler102 15-0 14.899.229Sprinkler103 19-10 16.1710.893Sprinkler104 -0-6 64.4282 1-0 63.692Gauge3 7-2 46.0514 9-8 38.4705 9-1 31.0286 18-2 24.2137 20-8 12.0848 20-3 9.4119 15-5 9.89410 15-10 8.61511 15-5 9.47112 © M.E.P.CAD, Inc.9/1/2017 Page 4AutoSPRINK 2017 v13.1.65.0 4:02:38PM Date: 9/1/2017 Job Name: DOUGLAS RESIDENCE ADDITION 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 15-10 2-10 -0.361 0.459 15-0 0-10101 11 ¾• • • • • Route 1 • • • • •(See Notes) 0.8110 8.51714.30 0.162110 Sprinkler, 14.30 4.9 E(2-0) 150 12-0 15-5 24-5 0.181 1.098 15-10 12-511 10 1 (See Notes) 1.0550 8.615 0.04503014.30 3E(3-0), Tr(3-0) 150 11-0 20-3 25-7 -2.095 1.612 15-5 14-710 9 1¼(See Notes) 1.2910 9.89414.89 0.063057 Flow (q) from Route 3 29.19 3E(3-0), Tr(2-0) 150 13-0 20-8 21-5 -0.179 2.853 20-3 8-59 8 1¼(See Notes) 1.2910 9.41114.58 0.133413 Flow (q) from Route 2 43.76 2E(3-0), T(7-0) 150 28-0 18-2 46-3 1.087 11.042 20-8 18-38 7 1¼(See Notes) 1.2910 12.08416.17 0.238707 Flow (q) from Route 4 59.93 4E(3-0), Tr(2-0), 2T(7-0) 150 3-0 9-1 12-1 3.933 2.882 18-2 9-17 6 1¼(See Notes) 1.2910 24.213 0.23870759.93 2E(-0.000), E(3-0) 150 18-0 9-8 32-3 -0.253 7.695 9-1 14-36 5 1¼(See Notes) 1.2910 31.028 0.23870759.93 Tr(2-0), 3E(3-0), T(7-0) 150 34-0 7-2 61-8 1.084 6.497 9-8 27-85 4 1½(See Notes) 1.5270 38.470 0.10538559.93 3Tr(3-0), 5E(5-0) 150 29-0 1-0 35-2 2.667 14.974 7-2 6-24 3 2 (See Notes) 2.0090 46.051 0.02770559.93 4Tr(5-0), cplg(1-0), BFP(-6.00 0), f(-0.000), PRV(-8.000), BalV(8-0), BOR 150 1-0 -0-6 2-6 0.666 0.070 1-0 1-63 2 2 (See Notes) 2.0090 63.692 0.02770559.93 cplg(1-0) 150 24-5 0-0 137-11 -0.225 4.319 -0-6 113-62 1 2 (See Notes) 1.9590 64.428 0.03132359.93 2E(5-10), T(11-8), GV(1-2), S 150 © M.E.P.CAD, Inc.9/1/2017 Page 5AutoSPRINK 2017 v13.1.65.0 4:02:39PM Date: 9/1/2017 Job Name: DOUGLAS RESIDENCE ADDITION 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 1 0.00 Hose Allowance At Source 59.93 Route 1Total(Pt) 68.522 4-0 20-3 4-5 -0.181 0.742 19-10 0-5102 9 ¾• • • • • Route 2 • • • • •(See Notes) 0.8110 8.84914.58 0.167956 Sprinkler, 14.58 4.9 T(4-0) 150 9.411 Total(Pt)Route 2 2-0 15-5 2-5 -0.181 0.422 15-0 0-5103 12 ¾• • • • • Route 3 • • • • •(See Notes) 0.8110 9.22914.89 0.174613 Sprinkler, 14.89 4.9 E(2-0) 150 8-0 15-5 8-9 0.423 15-5 0-912 10 1 (See Notes) 1.0550 9.471 0.04850314.89 T(8-0) 150 9.894 Total(Pt)Route 3 2-0 20-3 2-5 -0.181 0.492 19-10 0-5104 13 ¾• • • • • Route 4 • • • • •(See Notes) 0.8110 10.89316.17 0.203549 Sprinkler, 16.17 4.9 E(2-0) 150 14-0 20-8 18-9 -0.179 1.059 20-3 4-913 8 1 (See Notes) 1.0550 11.204 0.05654116.17 2E(3-0), T(8-0) 150 12.084 Total(Pt)Route 4 © M.E.P.CAD, Inc.9/1/2017 Page 6AutoSPRINK 2017 v13.1.65.0 4:02:39PM Date: 9/1/2017 Job Name: DOUGLAS RESIDENCE ADDITION 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 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 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.9/1/2017 Page 7AutoSPRINK 2017 v13.1.65.0 4:02:39PM