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HomeMy WebLinkAboutF15-0090_CALCS unitB_1453131540.pdfHydraulic Summary Report Description: UPPER LEVEL - MASTER BEDROOM 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 50 90.398 35.717 54.682666.5012.88092.000 80.96Water Supply Design EngineerJob Number Total Water Required (Including Hose Allowance) 80.96 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 105.51gal 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 8.62 between nodes 50 and 51 Maximum Velocity Under Ground 21.88 between nodes 60 and 61 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 80.96 Remote Area(s) Address 3 1/14/2016© M.E.P.CAD, Inc.Page 1AutoSPRINK® VR11 v11.0.30.0 2:44:55PM 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 - MASTER BEDROOM • • • • • Route 1 • • • • • Pf Pe Pv DR 1.0550 19.60 7.19 0.080687 3'-6 0.444 201 32'-0 19.60 4.9 16.000 2'-0 -0.217 62 32'-6 16.227 5'-6 150 Sprinkler, E(2'-0) Pf Pe Pv BL 1.0550 39.35 14.44 0.292885 3'-0 0.880 62 32'-6 19.75 16.227 61 32'-6 17.107 3'-0 150 Flow (q) from Route 2 Pf Pe Pv BL 1.0550 59.61 21.88 0.631722 3'-0 1.898 61 32'-6 20.27 17.107 60 32'-6 19.006 3'-0 150 Flow (q) from Route 3 Pf Pe Pv BL 1.2910 80.96 19.84 0.416397 4'-9½ 4.911 60 32'-6 21.35 19.006 7'-0 59 32'-6 23.917 11'-9½ 150 Flow (q) from Route 4 2E(2'-0), T(3'-0) Pf Pe Pv CM 1.0550 43.94 16.13 0.359298 11'-9¼ 6.386 59 32'-6 23.917 6'-0 58 32'-6 30.303 17'-9¼ 150 3T(2'-0) Pf Pe Pv FR 1.0550 43.94 16.13 0.359298 11'-5 4.821 58 32'-6 30.303 2'-0 4.949 57 21'-1 40.073 13'-5 150 E(2'-0) Pf Pe Pv CM 1.0550 43.94 16.13 0.359298 4'-5½ 2.317 57 21'-1 40.073 2'-0 56 21'-1 42.390 6'-5½ 150 T(2'-0) Pf Pe Pv CM 1.0550 46.44 17.04 0.397988 0'-11¾ 0.391 56 21'-1 2.50 42.390 55 21'-1 42.780 0'-11¾ 150 Flow (q) from Route 6 Pf Pe Pv FR 1.0550 46.44 17.04 0.397988 10'-11 5.141 55 21'-1 42.780 2'-0 4.733 54 10'-2 52.654 12'-11 150 E(2'-0) Pf Pe Pv CM 1.0550 46.44 17.04 0.397988 4'-6¼ 2.594 54 10'-2 52.654 2'-0 53 10'-2 55.248 6'-6¼ 150 T(2'-0) Pf Pe Pv BL 1.2910 80.96 19.84 0.416397 8'-10¾ 4.534 53 10'-2 34.53 55.248 2'-0 52 10'-2 59.783 10'-10¾ 150 Flow (q) from Route 5 E(2'-0) Pf Pe Pv FM 2.0090 80.96 8.19 0.048329 10'-2 16.160 52 10'-2 59.783 3'-6 4.408 51 0'-0 80.351 13'-8 150 BFP(-6.500), PRV(-9.000), E(3'-6) Pf Pe Pv UG 1.9590 80.96 8.62 0.054640 100'-0 5.655 51 0'-0 80.351 3'-6 -50.289 50 116'-0 35.717 103'-6 150 E(3'-6), S 80.96 0.00 Hose Allowance At Source 50 • • • • • Route 2 • • • • • Pf Pe Pv DR 1.0550 19.75 7.25 0.081803 0'-6 0.205 202 32'-0 19.75 4.9 16.239 2'-0 -0.217 62 32'-6 16.227 2'-6 150 Sprinkler, T(2'-0) • • • • • Route 3 • • • • • Pf Pe Pv DR 1.0550 20.27 7.44 0.085849 0'-6 0.215 203 32'-0 20.27 4.9 17.109 2'-0 -0.217 61 32'-6 17.107 2'-6 150 Sprinkler, T(2'-0) • • • • • Route 4 • • • • • Pf Pe Pv DR 1.0550 21.35 7.84 0.094525 0'-6 0.236 204 32'-0 21.35 4.9 18.986 2'-0 -0.217 60 32'-6 19.006 2'-6 150 Sprinkler, T(2'-0) • • • • • Route 5 • • • • • Pf Pe Pv FR 1.0550 34.53 12.67 0.229980 10'-11 2.511 64 21'-1 42.339 4.733 63 10'-2 49.583 10'-11 150 Pf Pe Pv CM 1.0550 34.53 12.67 0.229980 20'-7½ 5.666 63 10'-2 49.583 4'-0 53 10'-2 55.248 24'-7½ 150 T(2'-0), E(2'-0) • • • • • Route 6 • • • • • Pf Pe Pv FR 1.0550 37.02 13.59 0.261700 11'-5 3.511 66 32'-6 37.02 29.272 2'-0 4.949 65 21'-1 37.733 13'-5 150 Flow (q) from Route 7 E(2'-0) Pf Pe Pv CM 1.0550 37.02 13.59 0.261700 11'-7¼ 4.606 65 21'-1 37.733 6'-0 64 21'-1 42.339 17'-7¼ 150 3T(2'-0) Pf Pe Pv CM 1.0550 2.50 0.92 0.001785 24'-2 0.050 64 21'-1 42.339 4'-0 56 21'-1 42.390 28'-2 150 T(2'-0) E(2'-0) © M.E.P.CAD, Inc.1/14/2016 Page 4AutoSPRINK® VR11 v11.0.30.0 2:45:00PM 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 - MASTER BEDROOM • • • • • Route 7 • • • • • Pf Pe Pv CM 1.0550 37.02 13.59 0.261700 14'-5½ 5.356 59 32'-6 23.917 6'-0 66 32'-6 29.272 20'-5½ 150 E(2'-0), 2T(2'-0) 1.51 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 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 0.713 100 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 5AutoSPRINK® VR11 v11.0.30.0 2:45:00PM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: UPPER LEVEL - MASTER BEDROOM Job Number: CH0263 Sprinkler 201 19.60 19.60 4.9 16.000 Sprinkler 202 19.75 19.60 4.9 16.239 Sprinkler 203 20.27 19.60 4.9 17.109 Sprinkler 204 21.35 19.60 4.9 18.986 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.1/14/2016 Page 3AutoSPRINK® VR11 v11.0.30.0 2:45:34PM Hydraulic Graph Report Description: UPPER LEVEL - MASTER BEDROOM 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 50 Hydraulic Graph Water Supply at Node 50 35.717 @ 80.96 35.717 @ 80.96 Available Pressure at Time of Test 90.398 @ 80.96 © M.E.P.CAD, Inc.1/14/2016 Page 2AutoSPRINK® VR11 v11.0.30.0 2:44:57PM