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HomeMy WebLinkAboutF15-0089_CALCS unit A_1453131060.pdfHydraulic Summary Report Description: UPPER LEVEL - SKI LOCKER / STAIR Job Number: CH0263 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 90.443 55.023 35.419666.5012.88092.000 79.74Water Supply Design EngineerJob Number Total Water Required (Including Hose Allowance) 79.74 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 105.31gal Residential 0.100gpm/ft² 784.00ft² 196.00ft² 4 Occupancy Area of Application Coverage Per SprinklerNumber Of Sprinklers Calculated Density Manually Flowing Job Suffix AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Volume capacity of Dry PipesVolume capacity of Wet Pipes 8.49 between nodes 1 and 2 Maximum Velocity Under Ground 21.97 between nodes 9 and 10 Maximum Velocity Above Ground 4.9 K-Factor 19.60 at 16.000 Most Demanding Sprinkler Data System 655 FOREST ROADVAIL, CO. 81657 Job Site/Building VAIL FIRE AND EMERGECY SERVICES655 FOREST ROAD AHJ 032655 FOREST ROAD Job State Certification/License NumberJob Name: STEVE ALLENCH0263 Contractor Contractor Number 32 Name of Contractor: Western States Fire Protection Address 1 7026 S Tucson Way Address 2 Contact Name Contact Title Sales / PM ExtensionPhone 720-219-0574 FAX E-mail steve.allen@wsfp.us Web-Site Steve Allen Address 3 Centennial, CO.80112 Address 1 Address 2 Drawing Name 655ForestRoad-DESIGN-ASBUILT System Flow Demand 79.74 Remote Area(s) Address 3 1/14/2016© M.E.P.CAD, Inc.Page 1AutoSPRINK® VR11 v11.0.30.0 2:31:31PM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: CH0263 Report Description: UPPER LEVEL - SKI LOCKER / STAIR • • • • • Route 1 • • • • • Pf Pe Pv DR 1.0550 19.60 7.19 0.080687 4'-2 0.497 101 32'-0 19.60 4.9 16.000 2'-0 -0.217 11 32'-6 16.280 6'-2 150 Sprinkler, E(2'-0) Pf Pe Pv BL 1.0550 39.38 14.45 0.293326 4'-0 1.173 11 32'-6 19.78 16.280 10 32'-6 17.454 4'-0 150 Flow (q) from Route 2 Pf Pe Pv BL 1.0550 59.85 21.97 0.636314 4'-7¾ 4.223 10 32'-6 20.47 17.454 2'-0 9 32'-6 21.677 6'-7¾ 150 Flow (q) from Route 4 E(2'-0) Pf Pe Pv BL 1.2910 79.74 19.54 0.404800 15'-4½ 7.031 9 32'-6 19.89 21.677 2'-0 8 32'-6 28.708 17'-4½ 150 Flow (q) from Route 3 E(2'-0) Pf Pe Pv FR 1.2910 79.74 19.54 0.404800 12'-5 6.241 8 32'-6 28.708 3'-0 5.383 7 20'-1 40.332 15'-5 150 T(3'-0) Pf Pe Pv BL 1.2910 79.74 19.54 0.404800 16'-7¾ 8.763 7 20'-1 40.332 5'-0 6 20'-1 49.095 21'-7¾ 150 E(2'-0), T(3'-0) Pf Pe Pv CM 1.0550 44.37 16.28 0.365748 14'-0¾ 5.145 6 20'-1 49.095 5 20'-1 54.240 14'-0¾ 150 Pf Pe Pv FR 1.0550 44.37 16.28 0.365748 11'-0 4.206 5 20'-1 54.240 0'-6 4.769 4 9'-1 63.215 11'-6 150 cplg(0'-6) Pf Pe Pv CM 1.0550 44.37 16.28 0.365748 35'-4¾ 15.139 4 9'-1 63.215 6'-0 -0.000 3 9'-1 78.354 41'-4¾ 150 3T(2'-0) Pf Pe Pv CM 2.0090 79.74 8.07 0.046983 12'-1 16.726 3 9'-1 35.37 78.354 14'-0 3.938 2 -0'-0 99.018 26'-1 150 Flow (q) from Route 5 4E(3'-6), BFP(-6.500), PRV(-9.000) Pf Pe Pv UG 1.9590 79.74 8.49 0.053118 115'-0 6.295 2 -0'-0 99.018 3'-6 -50.289 1 116'-0 55.023 118'-6 150 E(3'-6), S 79.74 0.00 Hose Allowance At Source 1 • • • • • Route 2 • • • • • Pf Pe Pv DR 1.0550 19.78 7.26 0.082048 0'-6 0.205 102 32'-0 19.78 4.9 16.292 2'-0 -0.217 11 32'-6 16.280 2'-6 150 Sprinkler, T(2'-0) • • • • • Route 3 • • • • • Pf Pe Pv DR 1.0550 19.89 7.30 0.082911 2'-0 0.497 104 32'-0 19.89 4.3 21.396 4'-0 -0.217 9 32'-6 21.677 6'-0 150 Sprinkler, E(2'-0), T(2'-0) • • • • • Route 4 • • • • • Pf Pe Pv DR 1.0550 20.47 7.51 0.087437 0'-6 0.219 103 32'-0 20.47 4.9 17.452 2'-0 -0.217 10 32'-6 17.454 2'-6 150 Sprinkler, T(2'-0) • • • • • Route 5 • • • • • Pf Pe Pv FR 1.0550 35.37 12.98 0.240515 11'-0 2.766 13 20'-1 60.083 0'-6 4.769 12 9'-1 67.618 11'-6 150 cplg(0'-6) Pf Pe Pv CM 1.0550 35.37 12.98 0.240515 38'-7¾ 10.736 12 9'-1 67.618 6'-0 -0.000 3 9'-1 78.354 44'-7¾ 150 2T(2'-0), E(2'-0) • • • • • Route 6 • • • • • Pf Pe Pv CM 1.0550 35.37 12.98 0.240515 41'-2¼ 10.988 6 20'-1 49.095 4'-6 13 20'-1 60.083 45'-8¼ 150 2T(2'-0), cplg(0'-6) 1.51 4.87 )(150 1.33 140 1.16 130 0.713 100 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc.1/14/2016 Page 4AutoSPRINK® VR11 v11.0.30.0 2:31:36PM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: CH0263 Report Description: UPPER LEVEL - SKI LOCKER / STAIR Pipe Type Legend AO Arm-Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Units Legend Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen-Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe 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 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 Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap © M.E.P.CAD, Inc.1/14/2016 Page 5AutoSPRINK® VR11 v11.0.30.0 2:31:36PM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: UPPER LEVEL - SKI LOCKER / STAIR Job Number: CH0263 Sprinkler 101 19.60 19.60 4.9 16.000 Sprinkler 102 19.78 19.60 4.9 16.292 Sprinkler 103 20.47 19.60 4.9 17.452 Sprinkler 104 19.89 19.60 4.3 21.396 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.1/14/2016 Page 3AutoSPRINK® VR11 v11.0.30.0 2:32:44PM Hydraulic Graph Report Description: UPPER LEVEL - SKI LOCKER / STAIR Job Number: CH0263 System Demand (Including Hose Allowance at Source) System Demand 12.880 @ 666.50 Residual: Pressure 92.000 Static: Pressure Water Supply at Node 1 Hydraulic Graph Water Supply at Node 1 55.023 @ 79.74 55.023 @ 79.74 Available Pressure at Time of Test 90.443 @ 79.74 © M.E.P.CAD, Inc.1/14/2016 Page 2AutoSPRINK® VR11 v11.0.30.0 2:31:33PM