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HomeMy WebLinkAboutF14-0077 calcs.pdfHydraulic Summary Report Description: UPPER LEVEL - LIVING ROOM Job Number: CH0224 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 1 147.932 136.352 11.580957.0026.560150.000 104.95Water Supply Design EngineerJob Number Total Water Required (Including Hose Allowance) 104.95 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 44.08gal Residential 0.100gpm/ft² 256.00ft² 1024.00ft² 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 11.17 between nodes 1 and 2 Maximum Velocity Under Ground 20.51 between nodes 7 and 8 Maximum Velocity Above Ground 4.3 K-Factor 25.60 at 35.444 Most Demanding Sprinkler Data System 1626 BUFFEHR CREEKVAIL, CO 81657 Job Site/Building VAIL FIRE AND EMERGENCY SERVICES1626 BUFFEHR CREEK AHJ 1626 BUFFEHR CREEK Job State Certification/License NumberJob Name: STEVE ALLENCH0224 Contractor Contractor Number 032 Name of Contractor: Western States Fire Protection Address 1 274 Center Drive Address 2 Glenwood Springs, CO. 81601 Contact Name Contact Title PM ExtensionPhone 720-219-0574 FAX E-mail Steve.Allen@wsfp.us Web-Site Steve Allen Address 3 Address 1 Address 2 Drawing Name 1626 Buffehr Creek - Lot 2 - DESIGN System Flow Demand 104.95 Remote Area(s) Address 3 12/1/2014© M.E.P.CAD, Inc.Page 1AutoSPRINK® VR10 v10.0.54.0 3:11:59PM 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: CH0224 Report Description: UPPER LEVEL - LIVING ROOM • • • • • Route 1 • • • • • Pf Pe Pv DR 1.0550 25.60 9.40 0.132243 14'-3 2.413 101 28'-3 25.60 4.3 35.444 4'-0 -0.217 10 28'-9 37.641 18'-3 150 Sprinkler 2E(2'-0) Pf Pe Pv BL 1.0550 51.81 19.01 0.487224 3'-1½ 3.471 10 28'-9 26.21 37.641 4'-0 9 28'-9 41.112 7'-1½ 150 Flow (q) from Route 2 E(2'-0), T(2'-0) Pf Pe Pv BL 1.0550 2.73 1.00 0.002107 12'-5½ 0.030 9 28'-9 41.112 2'-0 8 28'-9 41.143 14'-5½ 150 T(2'-0) Pf Pe Pv BL 1.0550 55.87 20.51 0.560334 53'-7½ 31.164 8 28'-9 53.14 41.143 2'-0 7 28'-9 72.307 55'-7½ 150 Flow (q) from Route 3 E(2'-0) Pf Pe Pv FR 1.5270 55.87 9.79 0.092553 18'-3 2.013 7 28'-9 72.307 3'-6 7.912 6 10'-6 82.231 21'-9 150 T(3'-6) Pf Pe Pv CM 1.5270 55.87 9.79 0.092553 5'-2¼ 0.480 6 10'-6 82.231 5 10'-6 82.712 5'-2¼ 150 Pf Pe Pv CM 1.5270 104.95 18.39 0.297073 10'-5 4.133 5 10'-6 49.07 82.712 3'-6 4 10'-6 86.844 13'-11 150 Flow (q) from Route 5 T(3'-6) Pf Pe Pv FR 1.5270 104.95 18.39 0.297073 10'-8¼ 34.910 4 10'-6 86.844 4'-6 3.685 3 2'-0 125.439 15'-2¼ 150 2Tr(1'-0), E(2'-6), BFP(-8.000), PRV(-22.399) Pf Pe Pv FR 2.0090 104.95 10.62 0.078099 3'-0 0.586 3 2'-0 125.439 4'-6 0.867 2 0'-0 126.892 7'-6 150 E(3'-6), cplg(1'-0) Pf Pe Pv UG 1.9590 104.95 11.17 0.088298 84'-0 7.726 2 0'-0 126.892 3'-6 1.734 1 -4'-0 136.352 87'-6 150 E(3'-6), S 104.95 0.00 Hose Allowance At Source 1 • • • • • Route 2 • • • • • Pf Pe Pv DR 1.0550 26.21 9.62 0.138090 1'-2¼ 0.716 102 28'-3 26.21 4.3 37.141 4'-0 -0.217 10 28'-9 37.641 5'-2¼ 150 Sprinkler E(2'-0), T(2'-0) • • • • • Route 3 • • • • • Pf Pe Pv DR 1.0550 26.26 9.64 0.138627 14'-3 2.530 103 28'-3 26.26 4.3 37.297 4'-0 -0.217 11 28'-9 39.611 18'-3 150 Sprinkler 2E(2'-0) Pf Pe Pv BL 1.0550 53.14 19.50 0.510703 1'-0 1.532 11 28'-9 26.88 39.611 2'-0 8 28'-9 41.143 3'-0 150 Flow (q) from Route 4 T(2'-0) • • • • • Route 4 • • • • • Pf Pe Pv DR 1.0550 26.88 9.87 0.144733 1'-2¼ 0.751 104 28'-3 26.88 4.3 39.076 4'-0 -0.217 11 28'-9 39.611 5'-2¼ 150 Sprinkler E(2'-0), T(2'-0) • • • • • Route 5 • • • • • Pf Pe Pv BL 1.0550 49.07 18.01 0.440759 2'-3 1.873 9 28'-9 41.112 2'-0 14 28'-9 42.985 4'-3 150 T(2'-0) Pf Pe Pv FR 1.0550 49.07 18.01 0.440759 18'-3 8.044 14 28'-9 42.985 7.912 13 10'-6 58.941 18'-3 150 Pf Pe Pv BL 1.0550 49.07 18.01 0.440759 49'-0¼ 22.488 13 10'-6 58.941 2'-0 112 10'-6 81.429 51'-0¼ 150 E(2'-0) Pf Pe Pv CM 1.5270 49.07 8.60 0.072802 14'-1½ 1.283 112 10'-6 81.429 3'-6 5 10'-6 82.712 17'-7½ 150 T(3'-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.12/1/2014 Page 4AutoSPRINK® VR10 v10.0.54.0 3:12:04PM 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: CH0224 Report Description: UPPER LEVEL - LIVING ROOM 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 © M.E.P.CAD, Inc.12/1/2014 Page 5AutoSPRINK® VR10 v10.0.54.0 3:12:04PM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: UPPER LEVEL - LIVING ROOM Job Number: CH0224 Sprinkler 101 25.60 25.60 4.3 35.444 Sprinkler 102 26.21 25.60 4.3 37.141 Sprinkler 103 26.26 25.60 4.3 37.297 Sprinkler 104 26.88 25.60 4.3 39.076 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.12/1/2014 Page 3AutoSPRINK® VR10 v10.0.54.0 3:12:02PM Hydraulic Graph Report Description: UPPER LEVEL - LIVING ROOM Job Number: CH0224 System Demand (Including Hose Allowance at Source) System Demand 26.560 @ 957.00 Residual: Pressure 150.000 Static: Pressure Water Supply at Node 1 Hydraulic Graph Water Supply at Node 1 136.352 @ 104.95 136.352 @ 104.95 Available Pressure at Time of Test 147.932 @ 104.95 © M.E.P.CAD, Inc.12/1/2014 Page 2AutoSPRINK® VR10 v10.0.54.0 3:12:01PM