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HomeMy WebLinkAbout1632 Buffehr - Lot 5 - 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 1 147.977 124.851 23.126957.0026.560150.000 103.71Water Supply Design EngineerJob Number Total Water Required (Including Hose Allowance) 103.71 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 39.35gal 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 20.14 between nodes 12 and 13 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 103.71 Remote Area(s) Address 3 12/28/2014© M.E.P.CAD, Inc.Page 1AutoSPRINK® VR10 v10.0.54.0 11:07:59AM 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 14'-2 2.137 101 23'-2½ 25.60 4.3 35.444 2'-0 -0.217 9 23'-8½37.364 16'-2 150 Sprinkler E(2'-0) Pf Pe Pv BL 1.0550 51.84 19.03 0.487797 1'-6 0.732 9 23'-8½ 26.24 37.364 8 23'-8½38.096 1'-6 150 Flow (q) from Route 3 Pf Pe Pv BL 1.0550 48.84 17.92 0.436865 19'-0¾ 11.823 8 23'-8½38.096 8'-0 7 23'-8½49.918 27'-0¾ 150 2T(2'-0), 2E(2'-0) Pf Pe Pv FR 1.0550 48.84 17.92 0.436865 13'-2½ 5.770 7 23'-8½49.918 5.726 6 10'-6 61.415 13'-2½ 150 Pf Pe Pv BL 1.0550 48.84 17.92 0.436865 32'-5½ 15.926 6 10'-6 61.415 4'-0 5 10'-6 77.341 36'-5½ 150 T(2'-0), E(2'-0) Pf Pe Pv CM 1.5270 103.71 18.17 0.290625 0'-6 0.872 5 10'-6 77.341 2'-6 4 10'-6 78.213 3'-0 150 E(2'-6) Pf Pe Pv FR 1.5270 103.71 18.17 0.290625 10'-8¼ 34.812 4 10'-6 78.213 4'-6 3.685 3 2'-0 116.710 15'-2¼ 150 2Tr(1'-0), E(2'-6), BFP(-8.000), PRV(-22.399) Pf Pe Pv FR 2.0090 103.71 10.50 0.076404 3'-0 0.573 3 2'-0 116.710 4'-6 0.867 2 0'-0 118.150 7'-6 150 E(3'-6), cplg(1'-0) Pf Pe Pv UG 1.9590 103.71 11.04 0.086382 54'-0 4.967 2 0'-0 118.150 3'-6 1.734 1 -4'-0 124.851 57'-6 150 E(3'-6), S 103.71 0.00 Hose Allowance At Source 1 • • • • • Route 2 • • • • • Pf Pe Pv DR 1.0550 25.62 9.40 0.132393 14'-2 2.139 102 23'-2½ 25.62 4.3 35.487 2'-0 -0.217 14 23'-8½37.410 16'-2 150 Sprinkler E(2'-0) Pf Pe Pv BL 1.0550 51.87 19.04 0.488348 1'-6 0.733 14 23'-8½ 26.25 37.410 13 23'-8½38.142 1'-6 150 Flow (q) from Route 4 Pf Pe Pv BL 1.0550 54.87 20.14 0.541876 23'-1½ 15.782 13 23'-8½ 3.00 38.142 6'-0 12 23'-8½53.924 29'-1½ 150 Flow (q) from Route 5 T(2'-0), 2E(2'-0) Pf Pe Pv CM 1.2910 54.87 13.45 0.202735 1'-4¾ 0.891 12 23'-8½53.924 3'-0 11 23'-8½54.815 4'-4¾ 150 T(3'-0) Pf Pe Pv FR 1.2910 54.87 13.45 0.202735 13'-2½ 2.881 11 23'-8½54.815 1'-0 5.726 10 10'-6 63.422 14'-2½ 150 cplg(1'-0) Pf Pe Pv CM 1.2910 54.87 13.45 0.202735 57'-7¾ 13.919 10 10'-6 63.422 11'-0 5 10'-6 77.341 68'-7¾ 150 3T(3'-0), E(2'-0) • • • • • Route 3 • • • • • Pf Pe Pv DR 1.0550 26.24 9.63 0.138411 0'-6 0.346 103 23'-2½ 26.24 4.3 37.235 2'-0 -0.217 9 23'-8½37.364 2'-6 150 Sprinkler T(2'-0) • • • • • Route 4 • • • • • Pf Pe Pv DR 1.0550 26.25 9.64 0.138567 0'-6 0.346 104 23'-2½ 26.25 4.3 37.280 2'-0 -0.217 14 23'-8½37.410 2'-6 150 Sprinkler T(2'-0) • • • • • Route 5 • • • • • Pf Pe Pv BL 1.0550 3.00 1.10 0.002505 14'-7 0.047 8 23'-8½38.096 4'-0 13 23'-8½38.142 18'-7 150 T(2'-0) T(2'-0) 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.12/28/2014 Page 4AutoSPRINK® VR10 v10.0.54.0 11:08:07AM 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.12/28/2014 Page 5AutoSPRINK® VR10 v10.0.54.0 11:08:07AM 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 25.62 25.60 4.3 35.487 Sprinkler 103 26.24 25.60 4.3 37.235 Sprinkler 104 26.25 25.60 4.3 37.280 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.12/28/2014 Page 3AutoSPRINK® VR10 v10.0.54.0 11:08:04AM 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 1 124.851 @ 103.71 124.851 @ 103.71 Available Pressure at Time of Test 147.977 @ 103.71 © M.E.P.CAD, Inc.12/28/2014 Page 2AutoSPRINK® VR10 v10.0.54.0 11:08:01AM