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HomeMy WebLinkAboutF14-0079 REV1 calcs.pdfHydraulic Summary Report Description: UPPER LEVEL - LIVING ROOM Job Number: CH0225 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 1 147.978 135.097 12.881957.0026.560150.000 103.68Water Supply Design EngineerJob Number Total Water Required (Including Hose Allowance) 103.68 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 40.63gal 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 11.04 between nodes 1 and 2 Maximum Velocity Under Ground 19.37 between nodes 7 and 8 Maximum Velocity Above Ground 4.3 K-Factor 25.60 at 35.444 Most Demanding Sprinkler Data System 1632 BUFFEHR CREEKVAIL, CO 81657 Job Site/Building VAIL FIRE AND EMERGENCY SERVICES1632 BUFFEHR CREEK AHJ 1632 BUFFEHR CREEK - LOT 5 Job State Certification/License NumberJob Name: STEVE ALLENCH0225 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 1632 Buffehr Creek - Lot 5 - DESIGN System Flow Demand 103.68 Remote Area(s) Address 3 5/4/2015© M.E.P.CAD, Inc.Page 1AutoSPRINK® VR11 v11.0.30.0 7:04:35AM 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: CH0225 Report Description: UPPER LEVEL - LIVING ROOM • • • • • Route 1 • • • • • Pf Pe Pv DR 1.0550 25.60 9.40 0.132243 1'-6 0.463 101 23'-2½ 25.60 4.3 35.444 2'-0 -0.217 10 23'-8½35.690 3'-6 150 Sprinkler, E(2'-0) Pf Pe Pv BL 1.0550 0.89 0.33 0.000263 14'-7 0.005 10 23'-8½35.690 4'-0 9 23'-8½35.695 18'-7 150 T(2'-0) T(2'-0) Pf Pe Pv BL 1.0550 26.49 9.72 0.140866 12'-8 1.783 9 23'-8½ 25.60 35.695 8 23'-8½37.478 12'-8 150 Flow (q) from Route 2 Pf Pe Pv BL 1.0550 52.77 19.37 0.504092 48'-10 30.665 8 23'-8½ 26.28 37.478 12'-0 7 23'-8½68.143 60'-10 150 Flow (q) from Route 4 5E(2'-0), T(2'-0) Pf Pe Pv FR 1.0550 52.77 19.37 0.504092 13'-2½ 6.658 7 23'-8½68.143 5.726 6 10'-6 80.528 13'-2½ 150 Pf Pe Pv CM 1.2910 52.77 12.93 0.188599 32'-5½ 7.064 6 10'-6 80.528 5'-0 5 10'-6 87.592 37'-5½ 150 T(3'-0), E(2'-0) Pf Pe Pv CM 1.5270 103.68 18.16 0.290485 0'-6 0.871 5 10'-6 50.91 87.592 2'-6 4 10'-6 88.463 3'-0 150 Flow (q) from Route 3 E(2'-6) Pf Pe Pv FR 1.5270 103.68 18.16 0.290485 10'-8¼ 34.810 4 10'-6 88.463 4'-6 3.685 3 2'-0 126.958 15'-2¼ 150 2Tr(1'-0), E(2'-6), BFP(-8.000), PRV(-22.399) Pf Pe Pv FR 2.0090 103.68 10.49 0.076367 3'-0 0.573 3 2'-0 126.958 4'-6 0.867 2 0'-0 128.398 7'-6 150 E(3'-6), cplg(1'-0) Pf Pe Pv UG 1.9590 103.68 11.04 0.086340 54'-0 4.965 2 0'-0 128.398 3'-6 1.734 1 -4'-0 135.097 57'-6 150 E(3'-6), S 103.68 0.00 Hose Allowance At Source 1 • • • • • Route 2 • • • • • Pf Pe Pv DR 1.0550 25.60 9.40 0.132260 1'-6 0.463 102 23'-2½ 25.60 4.3 35.449 2'-0 -0.217 9 23'-8½35.695 3'-6 150 Sprinkler, E(2'-0) • • • • • Route 3 • • • • • Pf Pe Pv DR 1.0550 26.20 9.62 0.138051 0'-6 0.345 103 23'-2½ 26.20 4.3 37.130 2'-0 -0.217 14 23'-8½37.258 2'-6 150 Sprinkler, T(2'-0) Pf Pe Pv BL 1.0550 50.91 18.69 0.471827 51'-10¾ 29.204 14 23'-8½ 24.71 37.258 10'-0 13 23'-8½66.462 61'-10¾ 150 Flow (q) from Route 5 4E(2'-0), T(2'-0) Pf Pe Pv CM 1.2910 50.91 12.48 0.176527 1'-4¾ 0.776 13 23'-8½66.462 3'-0 12 23'-8½67.238 4'-4¾ 150 T(3'-0) Pf Pe Pv FR 1.2910 50.91 12.48 0.176527 13'-2½ 2.508 12 23'-8½67.238 1'-0 5.726 11 10'-6 75.472 14'-2½ 150 cplg(1'-0) Pf Pe Pv CM 1.2910 50.91 12.48 0.176527 57'-7¾ 12.119 11 10'-6 75.472 11'-0 5 10'-6 87.592 68'-7¾ 150 3T(3'-0), E(2'-0) • • • • • Route 4 • • • • • Pf Pe Pv DR 1.0550 26.28 9.64 0.138800 0'-6 0.347 104 23'-2½ 26.28 4.3 37.348 2'-0 -0.217 8 23'-8½37.478 2'-6 150 Sprinkler, T(2'-0) • • • • • Route 5 • • • • • Pf Pe Pv BL 1.0550 24.71 9.07 0.123888 12'-8 1.568 10 23'-8½35.690 14 23'-8½37.258 12'-8 150 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.5/4/2015 Page 4AutoSPRINK® VR11 v11.0.30.0 7:04:39AM 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: CH0225 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.5/4/2015 Page 5AutoSPRINK® VR11 v11.0.30.0 7:04:39AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: UPPER LEVEL - LIVING ROOM Job Number: CH0225 Sprinkler 101 25.60 25.60 4.3 35.444 Sprinkler 102 25.60 25.60 4.3 35.449 Sprinkler 103 26.20 25.60 4.3 37.130 Sprinkler 104 26.28 25.60 4.3 37.348 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.5/4/2015 Page 3AutoSPRINK® VR11 v11.0.30.0 7:04:38AM Hydraulic Graph Report Description: UPPER LEVEL - LIVING ROOM Job Number: CH0225 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 1 135.097 @ 103.68 135.097 @ 103.68 Available Pressure at Time of Test 147.978 @ 103.68 © M.E.P.CAD, Inc.5/4/2015 Page 2AutoSPRINK® VR11 v11.0.30.0 7:04:37AM